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<br /> SW1/4,SW1/4,SEC36,T29,R04 t ' / 4"
<br /> CITY OF EVERETT, WASHINGTON _ •
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<br /> 10 3/4" p "
<br /> 11-3" „K. f4,,
<br /> 2'-8 1/4" 9' 2"x 3/4" FLAT BAR 7C ,_ -,
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<br /> _ /16" (CODE PERIMETER 5-1/2" ..
<br /> 2'-8 t/4' N IAGONAL 2 -1/8") . l'
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<br /> �I HSS 2"x 1 1/2"x 3/16 �,>
<br /> AIL POST TYPICAL J+�?+s (N.
<br /> —}- 10 3/4' \:� E •
<br /> 3/4"[] SQUARE BAR
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<br /> ALUSTER 0 "4"oc .,.YfORIENTATION MAP
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<br /> SCALE=NTS
<br /> TOP DETAIL
<br /> DRIVEWAY DROPOFF 6"lYP \ \ ( + 3/4"[] SQUARE BAR NOTES:
<br /> ALUSTER © �4"oc 1. Reference WAC 296-24-75011
<br /> Railing, toeboards, and cover specifications (2) You
<br /> must ensure that a stair railing is of construction
<br /> 1"x 1/2" LOWER similar to a standard railing but the vertical height
<br /> NOTE:FIELD VERIFY ALL DIMENSIONS 3 16" is not more than 34 inches nor less than 30 inches
<br /> i- i AIL TYPICAL from upper surface of top rail to surface of tread
<br /> in line with face of riser at forward edge of tread;
<br /> -and- (3)(c) Far structural steel railings, posts and
<br /> HSS 2"x 1 1/2"x 3/16 " top and intermediate rails must be of 2-inch by
<br /> APPROACH STAIRWAY @ NORTH 'i i RAIL POST TYPICAL 2-inch by 3/8-inch angles or other metal shapes
<br /> /16' I I�/ of equivalent bending strength with posts spaced SCALE=NTS , not more than 8 feet on centers; -and- (3)(d)
<br /> (2) 1/2" RED-HEAD The anchoring of posts and framing of members for
<br /> 10 3/4' DTs x 3-1/2" EMBED railings of all types shall be of such construction
<br /> I�\� 9,_1. �� 1,1 I that the completed structure must be capable of
<br /> 2' 3 3/4" �� withstanding a load of at least 200 pounds applied
<br /> in any direction at any point on the top rail.
<br /> O O "x 3"x 1/2" BASEPLATE
<br /> - 10 3/4" ' N2 Reference Pipe 1.Railing Systems andrManual, 4th Ed,
<br /> NAAMM AMP 521-01. Steel handrail materials shall
<br /> be hot-rolled flat bar shapes conforming to the
<br /> 1 I I requirements of ASTM A 53, or tubular sections of
<br /> hot rolled mild steel, conforming to ASTM A 501. All
<br /> BASE DETAIL welding shall conform to American Welding Society
<br /> ~ structural welding code AWS D1.1. All welds shall be
<br /> 0 3/16"-minimum seal welds.
<br /> t 3. After fabrication all burrs and sharp edges shall
<br /> be removed and metal shall receive a SSPC-SP10
<br /> n .. CODE CALCULATION: Near-White Metal Blast Cleaning prior to galvanizing
<br /> N ` each section of railing. Prepared railing shall be
<br /> T immediately zinc-rich spray galvanized with a
<br /> NOTE:FIELD VERIFY ALL DIMENSIONS — WAC 296-155-477 minimum zinc coating of 6 mils DFT Rustoleum PRO
<br /> WAC 296 (3)(d) LSPR 6PK FLAT COLD GALV, or equal. After
<br /> FRONT EGRESS STEPS @ NORTH "' 2015 IRC Section 311.7.8 galvanizing, each section of railing shall be prepped
<br /> and powder coated with 1.2 mil dark bronze color
<br /> SCALE=NTs RAIL 200 lbs at any point (36") = 1,800 "-#s 0 Kynar 500, with 2.4 mil thickness on baseplates.
<br /> 10 3/4' mid-span 1,800 / 30,000 = Sx > 0.060 "'required 4. Post anchors shall be EnvireX coated galvanized
<br /> Red-Head Large Diameter Tapcon (LOT) anchors
<br /> 3'-0 1/2" 2" x 3/4 " Sx = 0.50 "'>> 0.060 "'OK 1/2"-diameter x 3-1/2" embedded length, 8,044
<br /> d' lbs ultimate tension capacity, screwed into clean,
<br /> 11 0" POST 200 lbs x 34" = 7,200 "-#s ®base rotohammered holes drilled in the existing concrete.
<br /> 10 3/4" 7,200 /30,000 = Sx >0.240 required HSS post DEVELOPMENT DATA:
<br /> hl
<br /> EXISTING ZONING 111-SINGLE FAMILY
<br /> 1 2.0"x 1.5"x 3/16 Sx = 0.433 "'> 0.240 "'OK PROPOSED. RL UNFlT STAR HANORAIUNG
<br /> 1 •
<br /> BASEPLATE 6" x 3" x 1/2" w/ (2) 1/2 " ABs 0 4' PROPERTY OWNERS: Us BANK TRUST NA r EE
<br /> Ec/oVE SUYWN HOMES
<br /> 0 8,044 lbs x t2" = 16,088 "-#s > 6,800 "-#s OK 425-22112-200is2oe
<br /> CHADOSLAYrONHOMESCOV
<br /> f .•") ±3,400 lbs x 1° Edge. = 3,400 "-#s on flat bar LEGAL DESCRIPTION:
<br /> `-d-I SEC 36 TWP 29 RGE 04RT-16A-)BEG AT NE CN OF SW1/4
<br /> _ I. Sx flat bar = 3 x 0.50 "2 /6 = 0.125 "' SW1/4 TH S 10OFT TPB TH CONT S 160FT TH W 660FT TH N
<br /> 1 1 0.125 * 30 ksi = 3,750 "-#s >3,400 "-Is OK 160FT THE 660FT TO TPB LESS 30FT RD ON E LESS FOLD PT
<br /> BEG NE COR SW1/4 SWI/4 TH S 200E7 ALG E LN TO TPB TH S
<br /> 60FT TH TH E PLL TO
<br /> Weld post to flat bar base with 3/16 " E70 fillet weld UV 160FTTOLT TPB ALSON LN6LESS BEG NE COR SWI/4 Sw1/4 TH S N
<br /> NOTE:FIELD VERIFY ALL DIMENSIONS
<br /> 100FT TO TPB TH S 100E7 TH W POLL TO NLN SD SUB 160F7 TH N
<br /> REAR EGRESS STEPS @ SOUTH "' 1'-D° 100FT THE 160F7 TO TPB
<br /> SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON
<br /> SCALE=NTS CITY OF EVERETT TAX ACCOUNT NO: SITUS ADDRESS:
<br /> PERMIT SERVICES 29043600302000 4841 GLENWOOD AVE
<br /> APPROVAL FOR CONSTRUCTION EVERETT, WA 98203
<br /> STAIR RAIL(S) ELEVATIONS cc DETAILS BY:
<br /> R/W PERMIT NUMBER:
<br /> UTILITY CONFLICT NOTE: MAR M A D U K E STAIR HANDRAILING RETROFIT PLAN FOR:
<br /> THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION. I C'`LJ A D A C]A 11 A V'OO 1 1 D A D
<br /> DIMENSION AND DEPTH OF ALL COSTING UTILITIES.WHETHER SHOWN ON CONSULTING SHA ARAM 1 0 U A
<br /> THESE PLANS OR NOT:BY POTHOIJNG THE UTILITIES AND SURVEYING
<br /> CALL TWO (2) THE HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO CONSTRUCTION. SW1/4,SW1/4,SEC36,T29,R04
<br /> BUSINESS DAYS THIS SHALL INCLUDE CAWNG UTILITY LOCATE AT 1-800-424-5555 AND (360) 447-8753 CITY OF EVERETT, WASHINGTON
<br /> P F N: BEFORE YOU DIG CH
<br /> THEN SINGS TO PHYSICALLY FDICATED YnWHETT HESER LOCATIONS
<br /> ccw+FFLICTTS EXIT. SCALE
<br /> LOCATIONS OF PRIVATE UTILITIESORAwN BY: DATE REVISION DATE PM/ENe
<br /> ARE NOT SHOWN ON THESE PLANS IF ANTHAE360 LLC, a WA 8832 RAM 19AUG19 MUGR.MARAIAOUKE NOTED
<br /> 1-800-424-5555 UTILITIES ARE DISCOVERED CONTACT ME LOCAL UTILITY REPRESENTATIVE FOB 1404, MUKILTEO, WA 98275 DRAWING FILE -- JOB REFERENCE SHEET NO
<br /> I FOR UTLLITY TYPE UNCOVERED.TO RESOLVE CONFLICTS WITH NEW WORK. 19018DARANY -- 4841 GLENWOOD 3 OF 3
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