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SITE PLAN-DRIVEWAY APRON MARKUP-06162021IRC 2015 EDMONDS COMMUNITY DEVELOPMENT CODE G W � � ��• I o�ie�LLm H r I N�gyWOa I O OKY i5z3 22' 63 SO FT I I a I GARDEN AREA 25' EXISTING SIDEWALK & STEPS 150 SO FT 8 Comer _____;Fla LAWN F Required Propose treetl 25 , 25 ides A 7.5/7.5 7.5/37 ---------- -------- --------------- _ J 15 15+ Other ----------' '---------- Height 25- : 16 I a .���._._o,,� -Moil� , • ; aISTINGRETAINING FF • A right-of-way permit is required prior to driveway replacement. N AREA IXI NO WATER ETE If the �existing'rockery�d, I that portion of the rockery may not be replaced and must follow the prohibitions outlined in 18.40.010. ENGIN APPR 1- r BE, City right-of-way. _ RESUBP,�� ,s. Alin na ?n? STAIR NOTES PER IRC 2015 CODES R311.7 STAIR R311.7.1 WIDTH. STAIRWAY SHALL BE NOT LESS THAN 36 INCHE (914 mm) IN CLEAR WIDTH AT ALL POINTS AE THE PERMITTED HANDRAIL HEIGHT,AND THE BE[ THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF STAIRWAYS AT AND BELOW THE HAN HEIGHT, INCLUDING TREADS AND LANDINGS, SH BE NOT LESS THAN 31j INCHES (787) WHERE HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES (698 mm) WHERE HANDRAILS ARE INSTALLED ON BOTH SIDES R311.7.2 HEADROOM. THE HEADROOM IN STAIRWAYS SHELL BE NOT THAN 6 FEET 8 INCHES (2032 mm) MEASURE VERTICALLY FROM THE SLOPED LINE ADJOINING TREAD NOISING OR FROM THE FLOOR SURFACE THE LANDING OR PLATFORM ON THAT PORTION THE STAIRWAY R311.7.5 STAIR TREADS ANTI? RISERS. STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION. FOR THE PURPOSE OF THIS SECTION. DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE CARPETS, RUGS OR RUNNERS. R311.7.5.1 RISER. THE RISER HEIGHT SHALL BE NOT MORE THAN INCHES (196 mm). THE RISER SHALL MEASURI VERTICALLY Bni VEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGI- WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXC THE SMALLEST BY MORE THAN j INCH (9.5 mm). RISER SHAL BE VERTICAL OR SLOPED FROM THE UNDERSIDI THE NOISING OF THE TREAD ABOVE AT THE AN NOT MORE THAN 30 DEGREES (0.51 RAD) FRO THE VERTICAL. AT OPEN RISERS, OPENINGS LOCATED MORE THAN 30 INCHES (762 mm) A MEASURED VERTICALLY TO FLOOR OR GRADE B. SHALL NOT PERMIT THE PASSAGE OF A 4—INCH—DIAMETER (102 mm) SPHERE. R11.7.5.2. TP&DS. THE TREADS DEPTH SHALL BE NOT LESS 10 INCHES (254 mn THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWE THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJ TREAD AND AT A RIGHT ANGLE TO THE TREAD'S LANDING EDGE GREATEST TREAD DEPTH WITH ANY FLIGHT OF STAIRS SHALL N, EXCEED THE SMALLEST BY MORE THAN j INCH (9.5 mm) r. .� I Hardware and fasteners in contact with preservative -treated wood shall be of ■ ' hot -dipped zinc galvanized steel, I stainless steel, silicon bronze or copper. .In the absence of manufacturer's recommendations i a minimum of ASTM A 653 tvoe G185 zinc -coated I used. ■ _._.I Li =AESUB Aug 04 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT -TAIL S — 1 SHEET TITLES NORTH & EAST ELEVATIONS SCALE DRAPING BY: 3/16'=1'-0' TARAVAN MONIL DATE: REVISED DATE 09/04/19 SHEET .# A -- 2 .. FVISTIf l/G PnVAfSP.I IKIG --------- L — — — — — — — — ---------1 J WEST ELEVATION 21'-6" RESUB Aug 04 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Few A 1 cQ tV U1 co W Cl2 m A A c m� W F �+ r- 0 H � A W SHEET TITLES WEST ELEVATION SCALE: DRAWING BY: 3/16`-f-0` TARAVAN MONH DATE: REVISED DATE 09/04/19 SHEET ;# A-3 FOUNDAT70N RE54R SCHEDULE HALL HEIGHT HORIZONTAL P.ES4R VERMAL RESAR 1'-6' f4 0 18' O.C. 1#4 0 18' O.C. #4 ® 16' O.C. OVER 9'1 ENGINEER REQUIRED RE3AR CLEARANCE IS 3' U/N. TOP & BOTTOM., A14D 19* MIN. ON SIDES ALL WOOD WHICH COMES IN CONTACT WITH CONCRETE WILL BE PRESSURE TREATED OR NATURALLY RESISTANT TO DECAY OR HAVE A X' AIR SPACE. AREA OF STORK C 0 v EXISTING DOOR SEE DETAIL 3 3ox3oxlo PAGE S-1 EXISTING 8" j ( W/r4 REa.4R (� 4 EA, WAY. CMU WALL FOOTING —— — —1 I I I I F-* -- — '----------- — Ca 46 I I I I ! 4X6 POST WRAP W/j" I I SEE DETAIL 3 x cwa I I I j PAGE S-1 I I I I - I I I I I I N i t N I 4" CONCRETE SLAB ' 1 I I I I I I I I I I I I I 3BX24XS I /EA.+WAY 4 i I ----------I— —1— T---- , ------- —�-- hEEl) 4; :1SSOCIATES,11S 8311-212TH STREET S.ti.'. s EDMONDS, NVA 98026 (425) 778-2793 THIS DR %% N( t' RF(A .:: : TE _ y 1 -12 10 -3 t— 10'-3" DETAIL 4 SEE DETAIL SEED IL 4 PAG S-1 �� PAG S-1 PAGE S-1 RESUB Aug 04 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET TITLES FOUNDATION PLAN SCALE: I DRAINING BY: 3/16'=l'-0' TARAVAN M01* DATE: IREMSED DATE 09/04/19 SHEET 7a A-4 rR302.5.1 Opening Protection i (Openings from a private garage directly into is room used for sleeping purposes shall not I Ibe permitted. Other openings between the I ,garage and residence shall be equipped with (solid wood doors not less than 13/8 inches I i(35 mm) in thickness, solid or honeycomb -core steel doors not less than I 113/8 inches (35 mm) thick, or 20-minute fire -rated doors, equipped with a self -closing, (device. — - — - — - — - — - — -j R302.6 Dwelling -Garage Fire Separation , (The garage shall be separated as required ' Iby Table R302.6. Openings in garage walls (shall comply with Section R302.5. ,Attachment of gypsum board shall comply with Table R702.3.5. The wall separation iprovisions of Table R302.6 shall not apply I to garage walls that are perpendicular to ithe adjacent dwelling unit wall. I - — - — - — - — - — - — -J AREA 4F WORK EXISTING BASEMENT DOOR EXISTING B" CMU WALL S. r1' )778-2793 SLkUC�Gj� i t THIS DRA\\ LAC 1 i ',` ATFACHED LL1TI I: S' °'BY � # I (2)2X10 HF �2 W/LUS28-2 NORTH END & HUM-28 :�J ' IC EAST END CCQ64SDS52.5 4X6 POST i WRAP W/1" �I IYP. X GW3 o; SEE DETAIL 2 PAGE S-1 t I XI i� I 2� ' � ! 2X10 G'16" O.C. 18 X18"X18" TING PAD `ry 'OR DECKING '01 DE KING RSW "O TING PAD - I{ 0 DECKING 4-44— PV S-Ii -� 1-te S 0, . �t I STHD 14 PER PLAN 4 STUDS--} =� 4X12 DF EXTEND HEADER TO WA i END! RSW 2X10 STHD 14 _ PER PLAN STHD 14 PER PLAN -------------- f1A RSW RESU B Aug 04 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 co n a � A c n M V1 .-4 H O b � H �n U1 H W SHEET TITLES AND ROOF PLAN SCALE: DRAWING BY- 3/16"=1'-C" TARAVAN MONH DATE: REVISED DATE 09/04/19 SHEET A-5 2X 12 FASCIA TYP 4X 12 HEADER --� i �.F,1 R I! 2 !1,kE ? S. V,`. i E):%-)' j ; )S, NVA 99 26 77 2793 SI'R UCTC. R T 1i [ I . Tt iI5 I)12:\1FL.G I I A.TTACHED,LE1 t L:2 :',, BY , 2X6 STUDS © 16 O.C. WA7" OSB SHEETING, TYVEK PAPER, AND SIDING TO LATCH THE EXISTING —SHEETING PER PLAN C Azy 4al:„vc r©, SEA DETAIL 2 6-X 15-24F—V4 2X10 .t^r�i° ``�''�� n�f�s PAGE S —1 GLB PER PLAN @ 16" O.C. py� r` Cvf i I � co C I C� CI I I I Q I I � m CCQ7=;o SDS2.5 4 � 6zX12 COLUf' CAP C: T 4X6 POST VdP.AP 1h'A" T YP. X G1hBI 0 %la X1 D ANCHOR BOLT W/ 3X3 SQ. WASHER E� O/C TYP. —� J'iYP. X GWB ON EXISTING EXTERIOR WALLS OF HOUSE WITHIN NEW GARAGE BOiIIOV, PLATEE PEP, Bt-TAIL ®S-I 2X6 P. . 12'° C B46 FLO OR OOR SLOPE (2)T'4 HORIZOIdTAL RE BAR CON --------- x T. — — — — — — — — — — — — ----------------------j DRAIN��--- HORIZONTAL SECTION A/ 30Pu BAR CONT. X30X10 WI(3) 7 4 E V✓. SHEET i1TLES SEE D ETA I L !- BUILDIldG S_C,Dw PAGE S-1 RESUB Aug 04 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SCALE I DRAWING BY: 1/' `=1'-0' TARAVAN ti40Nt DATE: RE'ISED DA1 07/26/19 SHEE��T--++ T A —" V SIDING PER ELEV— PLYWOOD SHTG PER SW SCHED.--.-. 3"X3"Xi" SQUARE WASHERS.` TYP 2x PT SILL PLATE t 6' MIN. t FIN GRA I�. ii= �-LR ' 4"0 TIGHTLINE S-6' uax STORM DP.AIN-,, 4" 0 PERF FTG DRAIN e "4x10" A.B. PER SW. SCHED. AND 12" FROM ENDS, TYP, LINO (2)-l'T-'4 BARS CONT. #4 BAR AT 10"OC HORIZ. 4" CONC. SLAB -`4 BAR AT 16"OC VERT./'��/ 6x6 WWF r ON 4" GRAVEL GRAVEL --`' BEARING (2)-1#4 BARS CONT. TYPICAL FOUNDATION SECTION @ GARAGE SCALE: NTS 2x TOP PLATE F- HEADER PER PLAN -i- ¢ EXTEND OVER U' g SHEARWALL LU it APA RATED SHTG _ PER SW SCHED HDQ8-SDS3 x PER PLAN 0 (1) 5/8" 0 A.B. EMBED 7" MIN CONC SLAB CONT FTG W/ (2) #4 TOP SECTION VIEW � WIDTH 1- 4n M I N NAIL SHTG TO HEADER @ 3"OC EW (3) - 2 X STUDS MIN. 46 POST PER PLAN (.I I NAIL SHTG TO i 1 STUDS & POSTS ,�-8d NAILS @ 3"OC ALL PLATES, STUDS HEADERS & POSTS (3) 2x PLATES NAIL SHTG TO EACH PLATE —R-I 8" CONICSTEM WALL I� �I (2) IV@RT EA FACE JL3 — TIES Q 8" O.C. & BID I H 7 " 1 -6 MIN. DETAIL RAISED SHEAR WALL (RSW SCALE: NTS SHEARWALL PER PLAN TIGHT FIT SOLID BLK'G BOUNDARY NAILS PER PLAN ROOF SHEATHING PER PLAN - ROOF FRAMING PER PLAN 2X LEDGER W/ (2)- 16d EA STUD DESCRIPTION 2 ROOF DETAIL SHEAR TRANSFER SCALE: NTS EXISTING FDN. ( #4 DOWELS NEW FOOTING PLAN VIEW (3)-j4x2'-0'L DOWELS �r1 EXT. FOUNDATION PER PLAN EPDXIED 4" INTO EXT. FDN. (2) AT STEM WALL & (1) AT FOOTING FLOOR JOIST OMITTED I rrT/� Vl co FOR CLARITY / 6' a A Q c — --- �. m LNEW FOUNDATION PER PLAN O Rj If cc SECTION VIEW H 0 DETAIL NE1N/EXT. FDN. CONNECTION (EPDXY) SCALE: NTS SECTION VIEW Sw i EDtiK'Di, WA 9f;024.) (?3�) 77R 2793 E TIiiSDR:1 cl2:k t: RESUB Aug 04 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET TITLES STRUCTUR DETAILS SCALE DRAIING BY: NOT TO $VALE TARAVAN M0141 DATE: JRDASED DATE 07/26/19 SHEET # S -- Civil & Stnlctural Engineering 19626 76th Ave. VV. #A, Lynnwood, WA 98036 Office (425) 7TB-2793 war@a read-essoc—corn GENERAL. ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION, OR OTHER -GOVERNING CODE, AS:REQUIRED BY -LOCAL -JURISDICTION.- ­ DESIGN LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS. INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL JURISDICTION. FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY. BOTTOM OF EXTERIOR FOOTING SHALL BE V-6" MINIMUM BELOW OUTSIDE FINISHED GRADE. COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL -GRADED, GRANULAR SOIL, FREE OF ORGANIC MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8" LOOSE LIFTS AND COMPACTED TO A MINIMUM OF 95 PERCENT OFTHE.MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST PROCEDURES. CONCRETE fc = 2500 PSI MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0 GALLONS OF WATER PER 94 LB SACK OF CEMENT. MAXIMUM SLUMP IS 4". SEGREGATION OF MATERIALS TO BE PREVENTED. REINFORCING STEEL #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS, AND #3 AND #4 BARS SHALL BE GRADE40, IN ACCORDANCE WITH ASTM A-615. LAP SPLICES 32 BAR DIAMETERS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND SHALL BE 6X6 - W1.4 X W1.4. LAP ONE FULL MESH AT SPLICES. ` TIMBER FRAMING „SHALL MEET THE FOLLOWING MINIMUM STANDARDS: BEAMS AND POSTS (4x_AND GREATER): DF-L#2 JOISTS / STUDS (2x�: HF#2 /STUD GLUE LAMINATED BEAMS (GLB) 24F-V4 (24F-V8 AT CANTILEVERS) PSL BEAMS 2.0E 2x_ TIMBER SHALL BE KILN DRIED. GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER", I OTFRT FnITIr)KI Pf)nP TPI ICC1=C QWAI I Rc nCett-_nien IKI Annnonnnine to rYT-u r1. Jr_ r n I norm -1 — — Al CONNECTIONS PER IBC TABLE 2304.10.1. PLATE WASHERS TO BE 3" X 3" BY Y," AND SHALL EXTEND TO WITHIN 1/2 INCH OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE(S) WITH SHEATHING. ANSI/AF&PA SDPWS 2015 - 4.3.6.4.3 - ROOF .DIAPHRAGM INSTALL MINIMUM 1/2' CDX PLYWOOD (32116) OR 7/16" OSB SHEATHING. NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 8d AT 6" O.C, AND INTERIOR SUPPORTS WITH 8d AT 12" Q.C.; BLOCKING NOT REQUIRED: FLOOR DIAPHRAGM INSTALL MINIMUM 23/32" T&G STURD-I-FLOOR (24oc) SHEATHING. GLUE AND NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 10d AT 6" O.C.; AND INTERIOR SUPPORTS WITH 10d AT 12" O.C., BLOCKING NOT REQUIRED: - - MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. DO NOT SCALE DRAWINGS. PRE -FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. WIND DESIGN CRITERIA: RISK CATEGORY: it ULTIMATE/NOMINAL DESIGN WIND SPEED: 110 MPH/ 85 MPH NOMINAL WIND EXPOSURE: B `SHEARWALL & HOLDOWN NOTES (U.N.O.) ; (1) Simpson or=. Locate at end of( SW) u.n.o. Install per (manufacturer recommendations for foundation minimum end distance and embedment, deepen foundation as required. I(2) Construct #ripple wall same as shearwall (SW) above, and gable -end, same as shearwall (SW) below. (3) Requires 3x or (2) 2x foundation sill plate (4) Threaded rod and coupler as required. (5) Common nails, UNO; 8d=0.131"x2'h", 10d=0.148"x3", 12d=0.148"x3Y<",-16d=0.162"x3'/:-, 16d sinker=0.148'1x3%". I(6) Install H1's on all trusses/rafters, A35's at 24"o/c on gables & ,rim joist (or solid blkg) to top plate (sill plate at fdn) u.n.o:; When specified spacing is less than 24"o1c, install A35' s at roof solid blk'ing to SW top plate, and install H1 or H2.5 on all trusses/rafters. LTP4, LTP5 or LS50 can be substituted for A35. Conn. per SimpsorrStrong-Tie or equal. (7) Minirrium`3x or dbl-2x stud lam'd w/ (2)-16d @ 6" o/c at abutting panel edges. (5) Anchor bolts shall be embedded at least T' into concrete; there shall be a minimum of two bolts per piece with one bolt located not more than 12" or less than seven bolt diameters from each end of the piece; 2x min PT, u.n.o. V HOLDOWN SCHEDULE date:.. Job,,': 19-163 MARK HOLDOWN I STRAP '(I) FASTENERS TO (2)-STUDS IAIN U.N.O. FOUNDATION ANCHOR (1)(4) COMMENTS. T-1 STHD14/14RJ (30) - 16d sinkers NIA I • I I I SHEARwALL SCHEDULE Date: 1/0/1900 Job t/: 19-163 MARK >(2) j SHEATHING - APPLY TO 2x HF STUDS @ 16"o/c U.N.O. BELOW " 9 (} SHEATHING EDGE NAILS '(5) ALL EDGES BLOCKED (do not penetrate past flush) BASE PLATE NAILS "(5) ROOF TO TOP PLATE, FLOOR TO TOP PLATE &SILL PLATE `(6) SILL PLATE ANCHORS wI 3" x 3" x 114" VirASHERS '(8) SW-1 7/16" OSB 8d @ 6" o/c (12" o/c field) 16d @ 6 " o/c A35 @ 16 " o/c 5/8"S3x10" P.B's @ 48 " o!c INTERNAL PRESSURE COEF. +/- .55 COMPONENTS & CLADDING: 16 PSF (min) METHOD: ASCE 7-10, MWFRS ENVELOPE PROCEDURE OCCUPANCY CATEGORY: 11 Kzt: 1.0 SEISiMIC DESIGN CRITERIA: _...... PROCEDURE USED:SIMPLIFIED (ASCE 7-10, 12.14.8) 3 ii=tl _ ` ;1SSOCI:1Tf S, YS�� IMPORTANCE FACTOR, 1 8311-21 _.rH s,rP EET' s. v,% RISK CATEGORY, it R=6.5 + ED-N•10,NDS, WA 98026 OCCUPANCY CATEGORY: 11 Ss = 1.25 (CURRENT USGS) 0=-5) 7?8 2793 SITE CLASS, D Si = 0.40 (CURRENT USGS) SEISMIC DESIGN CAT., D SDs = 0.83 SEISMIC FORCE RES. SYS, A.15. SD1 = 0.43 Tits f)k ��t DESIGN BASE SHEAR = Cs = 0.13 ROOF SNOW LOAD CRITERIA: FLAT -ROOF SNOW LOAD= 25PSF ' SNOW EXPOSURE FACTOR= 1,0 SNOW LOAD IMPORTANCE FACTOR= .80 i THERMAL FACTOR= 1.0'}_ RESUB Aug 04 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT rV��L VL co W 0 A A CO � ri Vl rT1 h � N � 1- O H � A W SHEET TITLES STRUCTUR DETAILS SCALE DRAWING BY - NOT TO TARAVAN MONF DATE: REVISED DATE 07/26/1s SHEET # S-2 r 1015.1 General. 1015.2.1 Glazing. Guards shall comply with the provisions of Sections 1015.2 through 1015.7.Operable windows with sills located more than Where glass is used to provide a guard or as a portion of the guard system; the guard shall comply with Section 2407. 72 inches (1829 mm) above finished grade or other surface below shall comply with Section 1015.8. Where the glazing provided does not meet the strength and attachment requirements of Section 1607.8, complying 1015.21Nhere required. guards shall be located along glazed sides of open -sided walking surfaces. Guards small be located along open -sided walking surfaces, including mezzanines, equipment platforms, aisles,. stairs, 1015.3 Height. ramps and landings that are located more than 30 inches (762 nim) measured vertically to the floor or grade.below at any Required guards shall be not less than 42 inches (1057 mm) high, measured vertically as follows: point within 36 inches (914 r nm) horizontally to .the edge of the open side. Guards shall be adequate in strength .and Urom the adjacent walking surfaces. attachment in accordance with Section 1607.8.. 2.Ori stairways and stepped. aisles, from the line connecting the leading edges of the tread nosings. Exception: Guards are not required for the following locations: 3.0n ramps and ramped aisles, from the ramp surface at the guard. 1.On the loading side of loading docks or piers. Exceptions: 2.On the audience side of stages and raised platforms, including stairs leading up to the stage and raised platforms. 1.For occupancies in Group R-3 not more than three stories above grade in height and within individual dwelling units in occupancies in,'Group R-.2 not more than three stories above grade in height with separate means of W 3-On raised stage and platform floor areas, such as runways, ramps and side stages used for entertainment or egress, required guards shall be not less than 36 inches (914 mm) in height measured vertically above the presentations_ adjacent walking surfaces or adjacent fixed seating. 4-At vertical openings in the performance area of stages and platforms. 2.For occupancies ancies In Group R-3, and within individual dwelling units in occupancies in Group R-2, guards on the A p A 5-At elevated walking surfaces appurtenant to stages and platforms for access to and utilization of special lighting open sides of stairs shall have a height not less than 34 inches (864 mm) measured vertically from a line or equipment. connecting the leading edges of the treads. G.Along vehicle service pits not accessible to.the public. 3.For occupancies in Group R-3, and within individual dwelling units in occupancies in Group R-2, where the top of Tin assembly seating areas at cross aisles in accordance with Section 1023.16.2. the guard also serves as a handrail on the open sides of stairs, the top of the guard shall be not less than 34 ' W inches (864 mm) and not more than 38 inches (965 mm) measured vertically from a line connecting theaeading 1015.4 opening limitations. edges of the treads. N Required guards shall not have openings that allow passage of a here 4 inches 102 mm in diameter from the Walking 4.Th.e guard height in assembly seating areas shall comply with Section 1029.16 as applicable. q gP 9 "P ( )� g surface to the required guard height.. 5.Along alternating tread devices and ships ladders, guards where the top rail also serves as a handrail shall have Exceptions: height not less than 30 inches (762 mm) and not more than 34 inches (864 mm), measured vertically from, the leading edge of the device tread nosing. 1.Frorn a height of 36 inches (914 mm) to 42 inches (1067 mm), guards shall not have openings that allow passage of a sphere 431C inches (111 mm) in diameter. 27he triangular openings at the open sides of a stair, formed by the riser, tread and bottom rail shall not allow passage of a sphere 6 inches (152 mm) in diameter. 3.At elevated walking surfaces for access to and use of electrical, mechanical or plumbing systems or equipment, guards shall not have openings that allow passage of a sphere 21 inches (533 mm) in diameter. 4-In areas that are not open to the public within occupancies in Group 1-3, F, H or G, and for alternating tread devices and ships ladders, guards shall not have openings that allow passage of a sphere 21 inches (533;mm) in diameter. 5.In assembly seating areas, guards required at the end of aisles in accordance with Section 1029.16.4 shall not have openings that allow passage of a sphere 4 inches (102 mm) in diameter up to a height of 26 inches (660 mm). From a height of 26 inches (660 min) to 42 inches (1067 mm) above the adjacent walking surfaces, :guards shall not have openings that allow passage of a sphere 8 inches (203 mm) in diameter. G.Within individual dwelling units and sleeping units in Group R-2 and R-3 occupancies, guards on the open sides of stairs shall not have openings that allow passage of a sphere 43J, (111 mm) inches in diameter. 1015.5 Screen porches. Porches and decks that are enclosed with insect screening shall be provided with guards where the walking surface is located more than 30 inches (762 mm) above the.floor or grade below. RES U B Aug 04 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET TITLES u� I STRUCTUR DETAILS SCALE DRAWING BY: NOT TO SCME TARAVAN MONt DATE: IREVISED DATE 07/26/19 SHEET # S-3