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SW1/4,SW1/4,SEC36,T29,R04 .•
<br /> CITY OF EVERETT, WASHINGTON ,-1:-, - ., "`
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<br /> 12"
<br /> 2, 81,,. iN 3L -;.,
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<br /> ¢ �' Y T r rah
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<br /> •-ACV .:,` ... .
<br /> 1._71,.. e w, /16" _ �• m
<br /> 2 "x 1/2" FLAT BAR t'` ;:�
<br /> HSS 2"x 2'x 3/16 - '
<br /> `N AIL POST TYPICAL �''
<br /> 0 ORIENTATION MAP
<br /> SCALE=NTS
<br /> N") 3/4"[] SQUARE BAR NOTES:
<br /> ALUSTER ® ,-4"oc
<br /> r--.
<br /> 1. Reference WAC 296-24-75011
<br /> .f \ Railing, toeboards, and cover specifications (2) You
<br /> must ensure that a stair railing is of construction
<br /> similar to a standard roiling but the vertical height
<br /> NOTE:FIELD VERIFY ALL DIMENSIONS TOP DETAIL is not more than 34 inches nor less than 30 inches
<br /> 12" from upper surface of top rail to surface of tread
<br /> y 3/4"[] SQUARE BAR in line with face of riser at forward edge of tread;
<br /> ALUSTER CO ^4'OC -and- (3)(c) For structural steel railings, posts and
<br /> top and intermediate rails must be of 2-inch by
<br /> APPROACH STAIRWAY ® NORTH 2-inch by 3/8-inch angles or other metal shapes
<br /> of equivalent bending strength with posts spaced
<br /> SCALE=NTS 3 16" 1-1/2"x 1/2" LOWER not more than 8 feet on centers; -and- (3)(d)
<br /> 12" AIL TYPICAL The anchoring of posts and framing of members for
<br /> railings of all types shall be of such construction
<br /> _._.\.,._ ___,,,,__ __ 3 i that the completed structure must be capable of
<br /> —34' _ I1 HSS 2''x 2"x 3/16 ' withstanding a load of at least 200 pounds applied
<br /> in any direction at any point on the top rail.
<br /> AIL POST TYPICAL
<br /> 2. Reference Pipe Railing Systems Manual, 4th Ed,
<br /> I (2) 1/2" RED HEAD NAAMM AMP 521-01. Steel handrail materials shall
<br /> _ be hot-rolled flat bar shapes conforming to the
<br /> DTs x 3-1/2" EMBED requirements of ASTM A 53, or tubular sections of
<br /> .-N I i hot rolled mild steel, conforming to ASTM A 501. All
<br /> raj .4- I I I i i welding shall conform to American Welding Society
<br /> 0 0 "x 3"x 1/2" BASEPLATE
<br /> structural welding code AWS D1.1. All welds shall be
<br /> 3/16"-minimum seal welds.
<br /> �\ r'`T 1 I 3. After fabrication all burrs and sharp edges shall
<br /> I be removed and metal shall receive a SSPC-SP10
<br /> Near-White Metal Blast Cleaning prior to galvanizing
<br /> \ each section of railing. Prepared railing shall be
<br /> BASE DETAIL immediately zinc-rich spray galvanized with a
<br /> NOTE:FIELD VERIFY ALL DIMENSIONS I minimum zinc coating of 6 mils OFT Rustoleum PRO
<br /> LSPR 6PK FLAT COLD GALV, or equal. After
<br /> galvanizing, each section of railing shall be prepped
<br /> FRONT EGRESS STEPS ® NORTH 12" and powder coated with 1.2 mil dark bronze color
<br /> y Kynar 500, with 2.4 mil thickness on baseplates.
<br /> SCALE=NTS
<br /> 12" CODE CALCULATION: 4. Post anchors shall be EnvireX coated galvanized
<br /> Red-Head Large Diameter Tapcon (LOT) anchors
<br /> �3'-01"' 1/2"-diameter x 3-1/2" embedded length, 8,044
<br /> 2 I WAC 296 (3)(d) 200 lbs x 34" = 6,800 "—I's 0 base lbs ultimate tension capacity, screwed into clean,
<br /> rotohammered holes drilled in the existing concrete.
<br /> 6,800 / 30,000 = Sx > 0.227 "'required HSS post
<br /> H A 2 x 2 x 3/16 " Sx = 0.640 "' > 0.227 "'OK
<br /> DEVELOPMENT DATA:
<br /> BASEPLATE 6" x 3" x 1/2" w/ (2) 1/2 ABs ® 4" EXISTING ZONING: n1-SINGLE FAMILY
<br /> STAIR HANDRAILING
<br /> "4- I 8,044 lbs x t2" = 16,088 "-#s > 6,800 "-#s OK
<br /> In PROPERTY OWNERS: Us BANK TRUST NA TTEE
<br /> c/o SLAYTON HOMES
<br /> ±3,400 lbs x 1" Edge. = 3,400 "-es on flat bar EVERETT,WA 98208
<br /> 425-212-2007
<br /> t �\ '4- Sx flat bar = 3 x 0.50 "2 / 6 = 0.125 "' aAoanwrrDNHOMEs.coM
<br /> � LEGAL DESCRIPTION:
<br /> 0.125 4 30 ksi = 3,750 "-#s > 3,400 "-#'s OK
<br /> SEC 36 TWP 29 ROE 04RT-16A-)BEG AT NE CN OF 5W1/4
<br /> r Weld post to flat bar base with 3/16 " E70 fillet weld 5W1/4 TH S TODFT TPB TN CONT S 160FT TH W 660FT TN N
<br /> t TSOFT THE 660FT TO TPB LESS 3OFT RD ONE LESS FOLD PT
<br /> NOTE:FIELD VERIFY ALL DIMENSIONS BEG NE COR 5W1/4 SW1/4 TH S 200FT ALG E LN TO TPB TH S
<br /> SOFT TH W PLT N LN 160FT TH N PLT E LN SOFT TH E PLL TO N
<br /> LN 16OFT TO TPB ALSO LESS BEG NE COR SW1/4 5W1/4 TH S
<br /> 100E7 TO TPB TH S 10OFT TH W PLL TO NLN SD SUB 160FT TH N
<br /> REAR EGRESS STEPS ® SOUTH y 12" TDOFT THE 160FT 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 /> HANDRAIL(S) ELEVATIONS &c DETAILS BY:
<br /> R/W PERMIT NUMBER:
<br /> UTILITY CONFLICT NOTE: STAIR HANDRAILING RETROFIT PLAN FOR:
<br /> THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION. MARMADU KE ISHA DARAMY-BOUDAD
<br /> DIMENSION AND DEPTH OF ALL EXISTING UTILITIES,WHETHER SHOWN ON
<br /> THESEPLANS OR NOT,BY POTHOLING THE UTILITIES AND SURVEYING CONSULTING
<br /> CALL TWO (2) TD SW1�4,SW1/4,SEC36,T29,RO4
<br /> THE HORIZONTAL AND VERTICAL LOCATIONS PRIOR CONSTRUCTION.
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<br /> CITY OF EVERETT, WASHINGTON /
<br /> P F N.
<br /> BUSINESS DAYS
<br /> BEFORE YOU DIG THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 1-800-424-5555 AND (360) 447 8753 /
<br /> THEN POTHOLING ALL INDICATED UTILITIES AT LOCATIONS OF TRENCH CROSSINGS
<br /> TO PHYSICALLY VERIFY ETHER OR NOT CONFLICTS
<br /> BY: DATE RENSON DATE PN/EaR SCALECTS EXIST. RAM 9AUC B MUG R.MARYADUKE NOTED
<br /> LOCATIONS OF PRIVATE UTILITIES ARE NOT SHORN ON THESE PLANS.IF ANTHAE360 LLC, a WA 8832 )
<br /> 1-800-424-5555 MUSES ARE DISCOVERED CONTACT THE LOCAL UTILITY REPRESENTATIVE POD 1404, MUKILTEO, WA 98275 DRAWING FILE -- JOB REFERENCE SHEET NO
<br /> FOR UTILITY TYPE UNCOVERED,TO RESOLVE CONFLICTS KITH NEW WORK. 19018OARAMY -- 4841 GLENWOOD 3 OF 3 I
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