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H 2 � 9 8 7 Scott Schreffler
<br /> A200
<br /> Architec#
<br /> I I TYPICAL FRAMING: � I
<br /> 3/4" PLYWOOD ON 2X8 JOISTS C 16"OC ON
<br /> SIMPSON LU 28 HANGERS
<br /> 2X8 RIM BOARDS ON 2X4 WD STUDS � 16" OC.
<br /> EXISTING WALL SEE FRAMING NOTES
<br /> �
<br /> I I CROSSHATCHED AREA REPRESENTS I I 3/4" PLYWOOD �
<br /> CROSSHATCH AREA REPRESENTS 2X8 LEDGER 1-HOUR SEPARATION BETWEEN DECK, PA►NTED .
<br /> 1-HOUR SEPARATION BTWN ' TENANTS remove the 12 by 12
<br /> TENANTS 4'-8" 9'-3 1l4" 3' -6 3/4" ! beam and install 2 by
<br /> � 6X12 WD BEAM;TOE NAIL TO 1-HOUR WALL 12 floor joists at 12"
<br /> Remove Existing 12 x 12 • � POSTS EA SIDE OF OPENING FACE OF FINISH � o.c. with LU210
<br /> Joist
<br /> remove the 12 by 12 hangers.
<br /> FIRECAULK PENETRATI ND beam and install 2 b CAULK JOINTS AND '
<br /> JOINTS PER IBC CHAPTER 7 12 ftoor joists at 12° ETRATIONS PER IBC 4X12 BEAM �� TENANT:
<br /> � ` Stair Plate P �
<br /> � - 12� - 5° O.C. with LU210 � — CONNECTED W/ tali' Plat2 (� Mark Flanders
<br /> haf1g2C5. HUS412 BOTH SIDES, 12� - 5�� Green Rush 502
<br /> Existing Floor Joists 6 by 12 N ALLBMS _. . I�, - Eve eStaWA 9 2011016
<br /> EXISTING OR SYSTEM
<br /> .:,
<br /> s p a n n i n g 8'9" o v e r 1 2 b y PAINTED GYP BD P h o n e: 3 6 0-6 3 1-4 5 0 8
<br /> 12 beam supported on _ _ (E) FII'St FIoOr Support and block over _ � _ _ , �'� ; � �Fit'St_FIoOr Email: greenrushllc@outlook.com
<br /> columns and foundation - ----�- -- -- � --; f 10� - 3° existing 12 by 12 Doug. Fir I _ ' � 10� - 3°
<br /> '"°y � ,� �t and block over
<br /> + ; � ARCHITECT:
<br /> � , INSULATED STL Beam. � = �.-- ,g 12 by 12 Doug. Fir Scott Schreffler
<br /> ___ _ o DOOR&FRAME, R10 �
<br /> Bea�����. � Licensed Architect# 10376 �
<br /> �t � 4X12 BEAM C NNEC�fED W/ i `� � � `�``-� �"`�_�, "`�"'� Phone: 425-870-2656
<br /> r PAINTED � ,,,��„ � PLYWOOD TREADS
<br /> EXISTING FLOOR �,, GYP BD ALL gN►S OTH o�v�o,TYP / � AND RISERS, �` I Email: scottgsC«3netzero.net
<br /> REMOVE PORTION OF CONCRETE WALL AS
<br /> � � � NECESSARY TO PROVIDE+1/2" LANDING ABOVE � PAINTED
<br /> EXTERIOR FINISH GRADE TYPICAL LANDING HUNG FROM
<br /> I o � ADJACENT WALLS W/TYP GENERAL CONTRACTOR:
<br /> Existing floor joists 12 by STAIR LANDING: 3/4" PLYWD ON '- � HANGERS PER FRAMING NOTES. WES Construction
<br /> 12 S annin 17' 2X8 JOISSTS C 16" OC, USE EDGE OF NEW WALL N N SET ELEVATION 1/2"ABOVE THE 1806 Marine Dr NE
<br /> P g SADDLE THRESHOLD SET IN SEALANT I ,- I
<br /> SIMPSON LU 28 HANGERS o, � EXTERIOR GRADE Marysville,WA 98271
<br /> � � E Exterior Grade 1-1/2" DIA STEEL RAILING; RETURN AND BOLT TO ' � � Mark Reichlin, President
<br /> — CONCRETE FLOOR W/EXPANSION SCREWS `° 2X8 LEDGER, Phone: 360-658-2448
<br /> 2X8 LEDGER, FACE NAIL 5� � ��� � FACE NAIL TO STUDS W/(5)8D NAILS Fax: 425-740-0201 �
<br /> 8D AT(4) EA STUD I e-mail: markr�wes-construction.com � •
<br /> I � 1-1/2"DIA STEEL � / � TYPICAL STAIR WALL;2X
<br /> 2X8 LEDGER, BOLT TO � / �a $ HANDRAIL � °' � � - BOTTOM PLATE; DOUBLE
<br /> CONCRETE W/(2) EA 5/8"X6" I�_�� � o _' / I I N I TOP PLATES
<br /> ANCHOR BOLTS AT 4"OC,4" \ / � LL r T � �
<br /> EMBED MINIMUM VOID .a 'A ;�, w N � 4X12 WOOD BM I � 1/2" EXPANSION ANCHORS C� �
<br /> � in
<br /> � � � "b > STEEL POST; BOLT TO LANDING W/4- i / V � � I 4'O.C,TYP ALL NEW WALI.S �`a��� j�����
<br /> EXfSTING CONCRETE � �' �
<br /> SLAB � � •-� - INCH 1/2-INCH LAG SCREWS AT 6" "' t ' \
<br /> � : �, ° ,, O.C. EA POST I / � --- � � — I Z�""B'r�`
<br /> e: �: E Basement Floor _a_ �`_ _—�� � E�Basement Floor
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<br /> � , : CHRBF�'L8�
<br /> TYP EXPANSION ANCHORS: LANDING:3/4" PLYWOOD ON 2X8 JOISTS C� 16"ON CENTER, EXISTING 6" STAIR FRAMING (SEE FRAMING NOTES): �`���� �� ��"�� �
<br /> SIMPSON TITAN HD, 5/8"AT 4'OC W/ SET ON 2X PLATES,TYPICAL ANCHOR BOLTS- SEE FRAMING CONCRETE (4)2X12 STRINGERS, (1) EACH SIDE, AND(2) DOUBLED '
<br /> BEARING PLATES, EMBED 5" INT NOTES; ADD PLOCKING FOR RAILING POST LAG SCREWS SLAB TOGETHER IN THE MIDDLE, HUNG FROM UPPER BEAM WITH
<br /> CONCRETE
<br /> SIMPSON LSU26Z ADJUSTIBLE HANGERS
<br /> LANDING SECTION @ DOOR STAIR SECTION TOE NAIL LOWER ENDS TO LANDING PLATFORM •�• '�
<br /> � 3/8" = 1'-0"
<br /> 2 3/8" = 1'-0"
<br /> Building Permit
<br /> N�IALLS AN�31t�TERi�3R P�ARTITIt'3NS� �i/��� F�lrIE� FRAMING NOTES: INISH NOTES:
<br /> 1. ALL FRAMlNG SHALL BE HEM FIR#2 MINIMIUM GRADE . PAINT ALL SURFACES FOR COMPLETE FINISH Corrections
<br /> G� FILE NC�. �III P 3�J�O GENERI� 1 Ht�ll�t � �4 �� STC 2. USE PRESSURE TREATED FRAMING ON CONCRETE . BASE TO MATCH EXISTING
<br /> 3. 2X4 WALLS AT 16"OC MINIMUM
<br /> F��E ��„t�IJQ 4. 2X8 JOISTS AT 16"OC MIN.
<br /> GYPS�N VItALLBUARD, Wl"y{?D $TUDS 5. USE SIMPSON STRONG TIE HANGERS AS NOTED. FOLLOW � � �� � �� : �
<br /> �� � Q���R � �m������ � �� ����� .� ���� ��# � f SIMPSON FASTENING INSTRUCTIONS
<br /> Y � �� $YP P� � ��. 6. FRAMING NAILS: 3-1/2" 15 GAGE MIN
<br /> ang�cs to��ch side of 2 x 4 wctad stucis 24" O.C. with 6d eo�ted na�ls> 1 rlit"ILNt�j.�_l}$15" { 7. PLYWOOD FASTENERS: MIN 2-1/2"8 PENNY NAILS AT 12" OC
<br /> No. Description Date
<br /> Sh3ttk, tl�t" he�dS, 7" O.C. �� 8. STAIR TREADS:3/4" PLYWOOD FOR PAINT 1.25 sch 40 pipe with a OD of 1.66 stee)grade
<br /> 9. RISERS 1/2" PLYWOOD FOR PAINT
<br /> . � ` 1 R��t�n�Permit Submittal �6/2018
<br /> ,�pfCttS StdggBtBd 24" ort �pp�as�t�sic�s. �LC?AD-BEARING) ; 10. GYPSUM WALLBOARD INSTALLATION: FOLLOW GA FILE NO. A500 pipe connected to solid blocking in wood
<br /> _ � �__
<br /> ASSEMBLY INSTRUCTIONS THIS SHEET. ' �
<br /> ``°"' � `�"�� � �"�� �� ��' `_� � �.� "' #raming with WF3418 Wagner bracket at 5'o.c. �� � _��:��ty ,y,�,s e�.,���� uy Mai=� �
<br /> 11. TOENAILING SCHEDULE: '�-3UIldltl Owner/General Contractor.
<br /> 8D NAILS UNLESS NOTED OTHERWISE 'maximum. g
<br /> ��}��g, qT/�• STUDS:2X4-2 EA SIDE `- � TYPICAL 2X FRRMED WALL; FULL HEIGHT
<br /> �� ���#* �, � 2X6-3 EA SIDE A200
<br /> � JOISTS:2X8-5 A SIDE ' PLYWOOD STAIR LANDING
<br /> F�T@�t. Ul R3�}1-4T, -48, $-1T-65, CENTERLINE OF COLUMNS AND BEAMS 12 by 12 Doug Fir
<br /> {��, p��� ��� ;Existing 12" by 12° _.
<br /> ALUM SADDLE THRESHOLD
<br /> UL F2131$-12$, 7�2�-7�}, EXTEND HANDRAILS 1'-O" BEYOND NOSING; SET IN CONTINUOU �Doug. Fir floor joist to .
<br /> �� ���� ���� RETURN TO FLOOR, FASTEN TO CONCRETE 3' -0" 5'-6" 4'-2" tremain ,
<br /> W/U-LINE h-4979 5-INCH POST BASE W/(4) INSULATED 1 A. STEEL
<br /> 5�►'�T@'�1: t11�C 24(�, 1{?-14-7�} 3/8"X3" EXPANSION ANCHORS
<br /> �', _ , _ , WELDED M AL FRAME, PAINTED
<br /> TYP STAIR GUARD: 1-1/2" PIPE RAI�INGS ••-, '. ' ' - ; • • . ', o, �- ' -•_' p�_p��,_ -: � - ,. ', '-TYP TREAD `, -;� '� ' - - ' .- � - - -
<br /> , � , . , _
<br /> AND POSTS WELDED TOGETHER WITH -� ' ' ' • ,'• •" " ' �, , _ '` ,, ,T • ' - - , ` . -.. ,• 0',- 11"'� , ,1''_p"',- ' •- , , • , , .
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<br /> �. � , .• ' "
<br /> 21"O.C. OPENING LIMITS PER IBC 1015.4,'�, ' - . •_ -� �--, ---_----=-�=' ' , . � , - ..
<br /> . , f , . . _ _ _ _ '_ . _ " _ _ _ _ . . '_
<br /> G A F I L E N O. W P 3510 EXCEPTION 4 ' ' ' ' � -- • - ' � - - - � -- - - - , - r - = , . ; , , ,
<br /> ' - T � .
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<br /> _ • o , , , �• - � -" ,- .- ",'- �- ' - ,.- - - New joists with
<br /> - . � -�- ' , - � ' - . - - � : hangers
<br /> � 2 �,- • � - o ��' -- -- ._. _. . - . ..t:. ' � �
<br /> A200 ' ' . , .�- '. , ,
<br /> FL.C?C}R•CEI�I�IG SY�TEMS, WC3C�[} F�2A�AAED � � � � - .- �
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<br /> FASTEN POSTS TO LANDING ' ' ' ' �
<br /> - -� - • -. _ -.
<br /> �.7�A F��..E �Q. ��+ �{�7 �E�E��s � �"'���� ��J �t� �� ST�i WITH (2)5/8" X6° LAG SCREWS j� "a :.a ' _L ° m ., -, .
<br /> F�IRE �C}UN D AT 4"OC, EA POST — — — --- — - — — — — - — J
<br /> woaa �,�c�s�rs, GYPSUM WAf.l.80ARD
<br /> / , ,� ,�
<br /> � CLOSE SPACE UNDER STAIR 1 -0 2'-8
<br /> �8lt@ ��}t�i' �1�" �'y�t� X �y�BUttt W�I�30�fid c��l�d �t C1�h'� 3t1�@S f0 t+1t� I-�t�9�t ��"` Q.C, w--�,--�-�-��---- � WITH PAINTED PLYWOOD OR I 3' -0" I CONCRETE PIER
<br /> Wlfti '��f4"Tjt�?@�Rl Of S {�fyW�11 SC�@W3 ��� O.C. faC@ f�ij�!" �'Id"��1�l8' X�y�t,1t{"t iM�ll�t� � -�/ EXISTING WALL ' GYP BD&TRIM , „ ,
<br /> � 13 - 1 3' -2'
<br /> Of+�y�3ltitl YE:n�@C E}�� 3�?I!@'t� �t f��Ftt��1�I� 10 f-jaS�S WI�1 1fi/A" Tj�W EN S t�#"�tW��I EXISTING ELECTRICAL
<br /> SG��'W5 1�'" d.G. �t jE1q11S and intem�ec�ate 1-�sts and 1;1�" Type G drywali �arews 12" �� New joists with , STEEL HAADR AIL SNT 2'-10" j EL TO R N R ive rs i d e Lofts 1 b
<br /> O.G. pi�@d 2° b�k t�t1 �'11�!'S1d@ tJf @� j0�i13, «JOiflfS 41�fS@! 2A fftM1 b��E: �y��t1�5. g ABO E ST NOS GS
<br /> �� � ,��� �� �� ,���,,, �� ��� ��� � � �t , �� �� ���� . .��� � � han ers � RemOve 12 b 12 � ' � MIN 6"X6"WOOD POST EA SIDE, SUPPORTING 6X12 DOOR
<br /> � � � � � � � ��-�--�M—� � y HEADER; SET POST BASE IN EX CONC WALL WITH SIMPSON
<br /> �� �}��g. �g���g �y1� p�� �pU�}��@ r+gs�#���@ �p��� fp��.�p�*�, FIOOf.101St EXTEND HANDRAILS 1'-0° HBC POST BASE W/5/8"X5" EXPANSION OR EPDXY-SET ANCHOR Te n a nt I m p rove m e nt
<br /> AND TURN TO WALL �
<br /> Appt`oX. ��#�t1� '
<br /> ����. �R� EXTERIOR GRADE: INSULATED FLUSH STEEL DOOR, PAINTED E n I a rg e d Sta i r P I a n & � i
<br /> +�5'-0"-VERIFY HARDWARE: LEVER LATCHSET AND DEADBOLT,
<br /> ��T��� �� �� ���� �`��`'��R I I CLOSER, FINISH TO MATCH EXISTING
<br /> �,-�, 8-�^� - -1------ S e ct i o n s
<br /> ____-- --
<br /> 5t�u►ttd Te�t: E�rn2�fed , 125 sch 40 pipe with a OD of 1.66 steel grade ' �
<br /> --- 'A500 pipe connected to 6by6 post and conrete Project number 2018-21
<br /> 'wall with WF3418 Wagner bracket at 5'o.c. Date
<br /> maximum. OCtObet' 14, 2018
<br /> Drawn by S(�„�S
<br /> Checked by $GS �
<br /> GA FILE NC�. FC �407 �
<br /> 0
<br /> � N
<br /> A200� � �
<br /> 3 ENLARGED STAIR PLAN o
<br /> 3/8 – 1 0
<br /> Scale As indicated �
<br /> N
<br /> �
<br /> N
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