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<br />GENERAL NOTES - STAIRS/RAMP
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<br />25014TTI A IE S. S c G"i' A. FOR STAIRS DETAILS - REFER TO A8.12 AND A8.13 SHEET, FOR RAMP
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<br />DETAILS TO SHEET A8.13, DETAIL C2 AND C3.
<br />B3
<br />INTERIOR SIDE EXTERIOR
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<br />SIDE Kf 42� 00
<br />A4.11
<br />5 B. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND COORDINATE THE
<br />T DEMOLITION WORK WITH STAIR'S RECONSTRUCTION. NOTIFY ARCHITECT
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<br />EXISTING DOOR
<br />SEALANT WITH BACKER ROD
<br />- IMMEDIATELY IF ANY DISCREPANCIES ARE ENCOUNTERED. CONTRACTOR
<br />TO CONFIRM SIZE AND CONNECTIONS OF ALL EXISTING MEMBERS TO
<br />DYKEMAN
<br />B7 - L3
<br />DOOR SEAL
<br />TIT DRAWING HAS. BEEN REVIEWED I REMAIN IN PLACE. CONFIRM THE QUALITY AND CONDITION OF EXISTING
<br />FOR CONFORMANCE WITH 1 H CONSTRUCTION PRIOR TO ATTACHING ANY NEW MEMBERS.
<br />589' _ g 1/$'I -
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<br />STRUCTURALREQUIREMENT_
<br />ARCHITECTURE
<br />DESIGNS
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<br />PEMKO 272 6" THRESHOLD- _
<br />SET IN FULL BED OF SEALANT
<br />INDI /T THEATTACHED T LETTER C. CONTRACTOR TO EXTEND EXISTING ROOF BY EXTENDING RAFTERS AT
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<br />ALTERNATE. PEMKO 2748 (8)
<br />I STAIRS 1A, 4A, 5A, 6A, AND 6B, AS REQUIRED TO COVER RECONSTRUCTED
<br />AhI�'?RCALCULATIONS, REVIEW RAFTER EXTENSION CONSTRUCTION DETAILS WITH
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<br />EXISTING FLOOR ` h
<br />CONSTRUCTION AND FINISH
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<br />1r River's L.ancH 102221 1 D. HEIGHT DIMENSIONS ARE GIVEN FROM FINISHED SLAB WHERE
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<br />INDICATED OR RELATIVE TO DATUM NOTED ON THE DRAWINGS.
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<br />E. CONTRACTOR TO PROVIDE NEW FOOTINGS A NECESSARY R NEW
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<br />CONSULTANT:
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<br />COLUMNS OR THEIR REPLACEMENT, PER STRUCTURAL NOTES.
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<br />F. REFER TO SHEET CS1.01 FOR STAIR'S FOUNDATION NOTES AND STAIR'S
<br />FRAMING NOTES.
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<br />BRACE --REFER TO-
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<br />DETAIL
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<br />REGISTRATION
<br />THRESHOLD DETAIL ATEXISTING
<br />DOOR BEAMS PER PLAN
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<br />TYP.
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<br />CHA L AARON STEVENS
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<br />STATE OF WASHINGTON
<br />RAMP -SECTION C3
<br />A4.11 A4.11
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<br />PROJECT IDENTIFICATION:
<br />POST & BRACE & SPACED /
<br />- - B7 - L3 /� VERTICALLY @ 3" OC -
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<br />589' - 9 1 /8��
<br />POST PER PLAN
<br />Re -siding Project,
<br />1-1/4 STD SS PIPE
<br />B3 C2� HANDRAIL
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<br />(1) - 1/2" DIAM. THRU BOLT
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<br />Rivers Landing
<br />A4.11 A8.13 PREFABRICATED METAL
<br />GUARDRAIL
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<br />BRACE - REFER TO
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<br />3015 9th Street, Everett,
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<br />Permit Set
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<br />This drawing is:
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<br />B7 - L1 � �, _� ry .� ,..� : ,�� �"- � 573 0
<br />- - - PLAN
<br />573' _ 0"
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<br />1. Copyright 2020 Dykeman, Inc.
<br />2. The Architect's Instrument of Professional Service.
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<br />For use on this project only. Obtain
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<br />written permission for any other use or reproduction.
<br />PROJECT
<br />RAMP - SECTION B3
<br />B 1
<br />RAMP -SECTION A3
<br />B�
<br />/� RAMP - BRACE SECTION
<br />B4
<br />2021-023
<br />1/4" = 1'-0"
<br />1/4" = 1'-0"
<br />3/4" = 1'-01,
<br />MARK DATE DESCRIPTION
<br />CONTINUOUS 1'4' WIDE x 0'-10"
<br />DEEP FOOTING W/ 2#4
<br />B3
<br />A4.11
<br />B3
<br />PR 1 12/30/2021
<br />Permit Correction
<br />CONTINUOUS REINFORCEMENT
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<br />OUTLINE OF b
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<br />EXISTING BUILDING
<br />FOUNDATION
<br />DRILL &EPDXY FOOTING REINF
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<br />EPDXY & 4" MIN EMBED TYP. ��
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<br />1-1/4 STD SS PIPEzj�
<br />HANDRAIL PR - 0" CROSS -BRACING
<br />PER DETAIL B4/A4.11
<br />EXISTING SLAB ONE,
<br />GRADE ABOVE
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<br />PRINCIPAL IN CHARGE: MS
<br />PROJECT MANAGER: DH
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<br />JOB CAPTAIN: KF
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<br />29 - 4 1/2'
<br />PREFABRICATED METAL
<br />GUARDRAIL
<br />23' - 11" CONTRACTOR 6" �yJ�
<br />BUILDING 7 - RAMP
<br />CONTRACTOR FIELD VERIFY
<br />FIELD VERIFY
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<br />2'-0" x 2'-0" x U-10" DEEP FOOTING
<br />W/ 3#4 EA WAY BOTTOM PER
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<br />FOOTING DETAIL, TYP.DRAWING
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<br />NUMBER:
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<br />BUILDING 7 -RAMP -FOUNDATION
<br />PLAN /FRAMING PLAN
<br />BUILDING 7 -LEVEL 2 -RAMP
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<br />PLAN /BRACING ��' I
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