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Q
<br /> L�
<br /> 5'-7 3/4"
<br /> \1/8" G 1/8"/ALUM LID c-_00
<br /> 8'-8" c_...)1/8„ 8'-7 3/4" 1/8" w
<br /> 5 9/16" (2) ROWS OF 5 LIDS = 7' - 8 3/8" 5 9/16" HSS10x3 TYP HSS TO PL Ali X 5/16 EXISTING SLAB Q
<br /> -►, (TYP) TYP
<br /> 1 8" 1'-6 3/8" (TYP) 1/8" 1/g" S500-4 G 5 16 & LEDGE
<br /> / - err / --� �-� / coo
<br /> (TYP)
<br /> S500-1 I 1
<br /> r,,,, r
<br /> EXISTING I
<br /> SLAB EDGE r ---dr I„ I ,_
<br /> S500-4 .,r 1 2 DIA. THRU BOLT ALLOW 1 GA'
<br /> HSS10x3x3/8 _ __ _ — o 1 BETWEEN NUT AND TUBE I i
<br /> _ _ _ / `} I HSS10x6
<br /> 1 - _ I _ 1 - 1 _-------- 1 - 1 --- ---� - �---- -� f'I _I � /P) L4x3x 1/4 x O'-3" W/ 9/16"x 1 - 6� \- STIFF PL2-1/2x4 ( P) LJJ
<br /> re
<br /> I -- -- I 1-- ---- ---1 I -- -- 1 -r I ---i►----- ---I -I I -- ---- -- Irr -, / �� o HORIZ. LONG-SLOT HOLE 12 , 191 C)44 NI--r TI \ (ti
<br /> 1� Ii \ / Ir r1r \ / \ / \ / (EA SIDE) list, TYP O
<br /> ' I I ) 1\C I (A I -F-e--,_ i ) 4--0- ) 1.1 Ai, 5/16 � .�'AIL___."
<br /> 3/16 3LLJ
<br /> t- -+� -__� c -__- '�F �� -__ c 1, P q1 -__ , c = 'rp -1� =__ a c -__- ' F_ _ _ _ - - - - 6 1' /�
<br /> �� ■rt■ c I_--- 'rF -11_---J t----_tr I'L---J �----J ��---J 1-----t t-----t t----Jr I
<br /> L -- J L _- J G G
<br /> 3 _ i X X 1/4 / 3-9 I 3/16 3 0 ^
<br /> 5500-4 » X X X N N
<br /> N N PL 3/4"x3"xCONT. CONTRACTOR I its 1-
<br /> ,�, \ i i i I X TO VERIFY SHIM THICKNESS TO ALLOW 1/4 3-9 i1
<br /> o X I CV N �, I N M — PROVIDE LONG-SLOT HOLE
<br /> I J J 0_ El 0_ o FLUSH PLACEMENT OF ASSEMBLY (TYP) G
<br /> 11
<br /> �' `1 o I u_ = N PL1/4x5x1'-6 1/2" 3 1/41 1'-6 1 2" TO MATCH L4x3 HOLE
<br /> 1" DIA THREA Ell .00-1 r EQ EQHSS12x4x1/4 COL
<br /> HOLE FOR LI I _`
<br /> 1 <TYP
<br /> 1/2"_ 6„ 6» 1/2"
<br /> WITH THREADS HINGE I I I 3/16 3
<br /> 1 1 PLUGS (TYP)J -� (TYP) L .1. HSS11x6x3/8___1 I i 1 �, \ 3/16 3
<br /> r - - - r j I , G (2) 3/4" DIA HILTI K63 ANCHOR
<br /> ___ ' I` _ __ ' I I ` - - ' ` _ c I I - BASE PL3/8x7x1'-1" W 1/2" GROUT 3/4" EDGE DISTANCE
<br /> ___ cM=== ___M (c _ _ ___ I 1 c ___ —_-E ' PL1-1�4�---, __ ___ ' ` __= I (EMBED 4-1/2")
<br /> I I r) N I-- , --- 0 {- I Q ---- --I
<br /> ;I, i 1 0 ! I I ___ _ ___ 1�417) I _ EXISTING FOUNDATION
<br /> ::==KZ : c M=== 1 ===E :_ cc M=== _-===E : co
<br /> c : c cc _ =CMc === ,
<br /> i -I- T
<br /> �T T ---1---1 ____r T HSS1�x6x3/ 1-1/4" ALUM 5/16 S _�,T 0 \ A
<br /> EXISTI! G 1'-I" S500-1 I HATCH LID (TYP) <TYP
<br /> STL HINGE BLOCK CtNC Wi L HSS12x4x1/4 COL 5/16 SCALE: 1-1/2" = 1'-0" S500-4 S500-4
<br /> --
<br /> c,iX X CV N A \XN_ 00
<br /> INo
<br /> X co
<br /> ap x I I N cV N -) t\
<br /> I co o ° u / I 5 9/16" 1'-6 3/8" 1'-6 3/8" 9 3/16"
<br /> N 1 m 1 �-LL- COVER PLATE � ,_ ,J = N _ -\ /
<br /> �t = v N % HANDLE (TYP) v' v' "'1 3 \ \ / / \ \1/g„ 1 8
<br /> it I S500-4 HSS10x3 1/8" \1/8" 55/16 16 , 2 6 6 < ALUM LID (TYP) 1
<br /> ,,
<br /> -1r—. —, ill::::::-1. iF21-= r=_,... ,1_ 1r---, r---� 1r---, r -,Lk �1r-==-t c r===,'r
<br /> I --- c =--- irk rtI ---a c =_- irk �-t'I --- '____ I ��'1 ---_� c �___- it- rtl - - 1 r /
<br /> N I
<br /> i*,) - -1(>- its i )
<br /> ON
<br /> If '8E').. /I 14, AreE' ( .5 , I
<br /> --- I--- i_ 1- -- ±!1 -t --- ---- �--- t- it -- -- 4" :2:
<br /> I i - . , , / , , /
<br /> — � — I-- I I 1. <lIP
<br /> /
<br /> % STIFF PL2-1/2x 1 1 1 11 i -_ _ = I __ 111�i. \ (TYP) 1
<br /> -coHSS10x3x3/8
<br /> PL1-1/4 EXISTING SLAB �� I I I I
<br /> 111 TYP
<br /> 1 -4 HSS10x3
<br /> 1 1/4„ ' 1 1/4" Limb....1 1/4" Ck 1 1/4" 4 \ G_
<br /> NOTE: PL 3/4"x3"xCONT. CONTRACTOR
<br /> STIFFENER PLATES MADE FROM A572 STEEL (Fy = 50 KSI) TO VERIFY SHIM THICKNESS TO ALLOW 1/4 3-9
<br /> \ LA R G = FR A vl \ G LA\ 1 1 FLUSH PLACEMENT OF ASSEMBLY (TYP) 1/4 3-9
<br /> SCALE: 1 1/2" = 1'-0" 1S651S500-4 G
<br /> PL1-1/4" 1 1/8" 1 1/8" S =CT! 0 \ r )
<br /> 1/16" _ 2 9/16" 2" 1/y2-9TC 1/16"
<br /> SCALE: 1-1/2" = 1'-0" S500-4 S500-4
<br /> STEEL HINGE 1/16" 'PN1/16" STEEL HINGE BLOCK
<br /> BLOCK ALUM LID
<br /> ALUM LIDA -
<br /> ^1A j - •o/`�����,�
<br /> , l /1 / il7i
<br /> // ., 5/16 /2-6
<br /> ,/f / 5/16/ 2-6
<br /> HSS10x6 - : HSS10x6 41. //
<br /> 3/16\-6
<br /> G
<br /> D -TA 1 L (7---2\)
<br /> SCALE: 3" = 1'-0" S500-4 S500-4
<br /> 0 1/8" 1/4" 1/2"
<br /> 3" = 1 '-0"
<br /> 0 1/2' 1 ' 1 1/2'
<br /> 1 1
<br /> 1 1/2" = 1 '-0"
<br /> NEW SHEET ADDED EIBRPH
<br /> www.brph.com Copyright©2019
<br /> This item has been electronically signed and sealed by(Andrew„. Architects Engineers, Inc.
<br /> Miller,PE)using a digital signature and date.Printed copies of this
<br /> document are not considered signed and sealed and th e signature 19020 33rd Ave W,Suite 530 State ofWashington
<br /> Certificate of Authorization
<br /> must be verified on any elecboniccopies. Lynnwood,Washington,98036 Architecture No.603235512
<br /> 425-921-3500 Engineering No.3137
<br /> DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
<br /> pec,
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE �� W tit/ ACCEPTABILITY BEL 09/17/19 MISCELLANEOUS DETAILS A 09/17/19
<br /> A ISSUE FOR PERMIT - 767 RATE INCREASE FA BEL AHM 09/17/19 ,y mi y/ THIS DESIGN AND/OR CHECKED
<br /> yt. c SPECIFICATION IS APPROVED LAL 09/17/19 SHEET
<br /> ° L.A 1 iii n ® � ' APPROVED BY DEPT. DATE AHMNEER 09/17/19 TITLE 767 RATE INCREASE - FA
<br /> S500-4
<br /> �� 51998 < -- APPROVED BUILDING 40-022 JOB NO. COMP NO.
<br /> �Fs ��iST� ��<` APPROVED DWG NO. E-18-30055-602
<br /> v S/ONA L F-4' % STRUCTURAL MASTER EVERETT, WA 40-022—S500-4-602
<br /> ,ou'''m• fx�p �30,�°
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