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APPROVED BLD PLN RESUB 1-Architectural PlanCV LL CV �o 3 A2.1 11'-b 1/4" 2'-9 1 /2" ,� ------ - L �____� DBL RIM BD. ABOVE � _�_� �____ _ _� ; ' T----------- --' � AVOID BUILDING ABOVE L�� J L__�_J ' ___ � L____� SEWER CLEANOUT r_i_ III - '� ((EXST'Gl i i � r- -� � � �� i i it (V r i -i-� i i i � i i - - i L �J_ �� - - •. .' • .' - .. .. .. .. EXST'G,WNDW �-, ;'EXST'G WNDW � w�', - �• . . . -.. •. • . :: ,'... . • •` � EXSTG DOWNSPOUT ' � GARAGE • _ • . m�� .. _•'. _•' � � i i _ - . �' • �, r-�- ' - ' - -.. .. _ •. .. •. L� - • - � I L �L _I_J I I _ •. • - •m ' O' '�� I� � ._ - •--. •- •- _ -..� - w. ' 6 x 6 POSTS � � . . - � > rr� 7 -•. _ .. _ � L _ i I ------------------------- . _ . -_ � ¢ EXSTG HOUSE - ' '•' • • NO MODIFICATIONS � I I • • - • • _ •�• - _ _ I, - .._ - • _' - . EXSTG CONCRETE PAT_10_ ', ".312SF ,�••- • NOTE: INSTALL AND MAINTAIN ALL •_ . ,_ - - _ - . _ - TESC MEASURES ACCORDING TO I � : � . Lr; -',-J � • - ' : _ • - • • • • - - ; _ • - APPROVED PLANS, CITY OF EDMONDS • . • _ ' _ • � _ w STANDARD DETAILS, AND ALL OTHER ' • • � � � MEASURES THAT MAY BE REQUIRED ' ' . '.' • � •' . '.' . • "' DURING CONSTRUCTION. _ _ O ', •. �--• CUT &PATCH EXSTG CONC . � •� •' x :'• '•' PATIO SLAB AS NEED FOR . _ - • ,' '-'-' r L_,_ 'FOOTINGS _ - �r�� •• •• _- .... -- . �, - _ • _ - • L __J - OV•ERi-iQ G TO fDG•E QE DECK ABO�fE- •- .. _ - •_ - - .- . ,. •_ ,. ,. _ - • , •• • -. • --- _ • . •• _ • -. • -- _' • . .• •Ei(ST'G S1DE�NAJ_K• •• ••..•. •• • _ .�_ - - •� ••. •�. "_ - ' ' _ _ - '•' 3 A2.1 BASEMENT PLAN GENERAL NOTES NORTH SCALE: 1 /4"=1'-0" l . ALL CONSTRUCTION SHALL OBSERVE AND COMPLY WITH ALL THE FEDERAL, STATE, AND COUNTY'S LAWS, REGULATIONS, ORDINANCES, BUILDING CODES, SUBSEQUENT COUNTY AMENDMENTS TO THE PREVAILING INTERNATIONAL RESIDENTIAL CODE (IRC) SECTION 507 . 2. THE CONSTRUCTION DOCUMENTS CONTAINED HEREIN ARE A REPRESENTATION OF THE DESIGN INTENT AND DO NOT INDICATE "ALL" THE BUILDING CONDITIONS AND/OR BUILDING COMPONENTS REQUIRED FOR THE CONSTRUCTION OF THE PROJECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO THOROUGHLY REVIEW THE DRAWINGS AND SPECIFICATIONS TO VERIFY ALL THE MATERIALS REQUIRED FOR THEIR RESPONSIBILITY OF THE CONSTRUCTION OF THE PROJECT AND TO INDICATE THIS IN THEIR CONSTRUCTION BIDS. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL THE CONSTRUCTION CONDITIONS OF THE PROJECT AND TO REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE CONSTRUCTION COMMENCES. 3. THE CONTRACTORS SHALL CAREFULLY AND THOROUGHLY REVIEW THE DRAWINGS, SPECIFICATIONS AND OTHER CONSTRUCTION DOCUMENTS THAT PERTAIN TO THEIR SCOPE OF WORK AND SHALL AGREE BEFORE SUBMITTING A BID OR COMMENCING WITH CONSTRUCTION, THAT THEY HAVE FOUND THE DRAWINGS, SPECIFICATIONS AND OTHER CONSTRUCTION DOCUMENTS TO BE FREE FROM AMBIGUITIES AND SUFFICIENT FOR THE PURPOSE INTENDED. 4. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, EXISTING ELEVATION HEIGHTS, PROPERTY LINES, SETBACK LINES, EASEMENTS, UTILITY LOCATIONS AND ALL CONDITIONS THAT COULD IMPACT THEIR WORK BEFORE ANY CONSTRUCTION COMMENCES. ANY DISCREPANCIES OR CONDITIONS THAT COULD AFFECT THE PROJECT SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION BY THE CONTRACTOR BEFORE PROCEEDING WITH THE WORK. 5. ALL TRADES SHALL REFER TO THE COMPLETE SET OF DRAWINGS REGARDING THE LOCATION OF THEIR WORK TO BE INSTALLED. 6. ALL DIMENSIONS ON THE DRAWINGS REFERENCING NEW WORK ARE TO FACE OF STUD, TO STRUCTURE, TO CENTERLINES, OR EDGE OF CONCRETE AS SHOWN, UNLESS OTHERWISE NOTED. ALL DIMENSIONS ON THE DRAWINGS REFERENCING AS -BUILT WORK ARE TO FACE OF WALL. AS SHOWN. ALL DIMENSIONS ARE TO BE TAKEN FROM THE DRAWINGS AS NOTED AND UNDER NO CIRCUMSTANCES, SHALL THE DIMENSIONS BE GRAPHICALLY SCALED FROM THE DRAWINGS. 7. ALL MANUFACTURED MATERIALS, EQUIPMENT, AND ANY OTHER BUILDING COMPONENTS BEING INCORPORATED INTO THE CONSTRUCTION OF THE PROJECT SHALL BE INSTALLED IN ACCORDANCE TO THE MANUFACTURER'S WRITTEN INSTRUCTIONS, UNLESS OTHERWISE INSTRUCTED BY THE ARCHITECT. �. ALL WORK INCIDENTAL TO THE SUBCONTRACT AND NECESSARY TO COMPLETE THE PROJECT, ALTHOUGH NOT SPECIFICALLY REFERRED TO ON THE DRAWINGS OR SPECIFICATIONS, SHALL BE FURNISHED AND PERFORMED BY THE CONTRACTOR. 9. THE CONTRACTOR IS TO VERIFY ALL OF THE DIMENSIONS ON THE DRAWINGS FOR ACCURACY AND THEIR RELATIONSHIP TO OTHER SCOPES OF WORK AND IS TO REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE CONSTRUCTION COMMENCES AND/OR BEFORE PROCEEDING WITH ANY WORK. SHOULD DIMENSIONAL CONFLICTS OCCUR, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND SHALL WAIT FOR CLARIFICATION BEFORE RESUMING OR COMMENCING WORK ON THE ITEM WHERE THE DISCREPANCY OCCURS. 10. THE CONTRACTOR IS TO VERIFY ALL PENETRATIONS, OPENINGS, STUB OUTS, INSERTS, OR ANY OTHER ITEM THAT IS TO BE INSTALLED IN CONCRETE OR ANY OTHER SCOPE OF WORK THAT WOULD REQUIRE REMOVAL TO INSPECT THESE ITEMS BEFORE CONSTRUCTION COMMENCES. 1 1. THE CONTRACTOR SHALL OBSERVE AND COMPLY WITH ALL THE FEDERAL, STATE, AND COUNTY LAWS REQUIRED FOR THE PROTECTION OF PUBLIC HEALTH, SAFETY, AND ENVIRONMENTAL QUALITY. 12. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN AT ALL TIMES, ALL PROTECTIVE MEASURES AS REQUIRED TO SAFEGUARD HIS EMPLOYEES, THE PUBLIC, AND ALL OTHERS FROM BODILY HARM OR DEATH RESULTING FROM ACCIDENTS DUE TO CONDITIONS IN THE BUILDING, ON THE SITE, OR FROM OPERATIONS RESULTING FROM THEIR WORK UNDER THEIR CONTRACT. .; O m U z O c� X w U w 0 0 w U 3 A2.1 12'-0 " 17'-7 " 5 3/4" 11'-b 1/4" 2'-9 1/2" 9'-11 " LANDING &STAIRS 142 S F 5'-5 1 /2" 5'-5 1 /2" EXSTG ROOF OVERHANG ,� SPACED GUARD RAIL COMPOSITE ALI N POST FACE DN DECKING & VERHANG EXSTG WNDW o Z (V DECK � I 392 SF � �o N w ALIGN POSTS W/ z EXSTG ROOF BEAMS = TYP. ALL CONDITIONS � � w > o O EXST'G ROOF L.L_ BEAMS ABOVE C� � � �_ � � w LL _ ~I + (n _ " - - 0 7�_b�� N L� �o - I - - - z � SPACED � �o COMPOSITE w DECKING EXSTG WNDW I 5'-51/2" 5'-51/2" 7" 12'-0" MAIN LEVEL DECK PLAN 3 A2.1 � ww war ww war ww war ww war ww war IMPERVIOUS SURFACE NARRATIVE &NOTES THE TOTAL ARE OF THE SPACED DECK AND STAIRS IS 534 SF. THE EXISTING ROOF COVERS 314 SF OF THE 534 SF OF SPACED DECK AND STAIRS LEAVING 220 SF OF SPACED DECK AND STAIRS. THE EXISTING IMPERVIOUS CONC. PATIO BELOW ACCOUNTS FOR 92 SF OF THE 220 SF LEAVING 128 SF OF SPACED DECK OVER LANDSCAPING OR GROUND. NEW IMPERVIOUS SURFACE WILL BE NEW FOOTINGS AND CONCRETE PATCHES TO THE EXISTING PATIO. TWELVE (12) X 12" DIA. FOOTING STEM = 12 X .785 SF = 9.0 SF ONE 12" X 10' CONTINUOUS FOOTING = 10.0 SF THREE (3) EXISTING CONC. PATIO CUT OUTS TO BE PATCHED @ 2.5 SF EA. = 7.5 SF FIVE NEW CUTS AND PATCHES INTO PATIO @ APPROX. 1 SF EA = 5 SF TOTAL NEW IMPERVIOUS SURFACE FROM FOOTINGS AND PATCHED EXISTING PATIO SLAB IS 31.5 SF City Of Edmonds Building Department Work DECK Address 18004 73RD AVE W Owner BURGERS Approved Date 09/24/2021 Building Official /VQ,��%� �� Q,ed� Permit Number BLD2021-1156 4'-5" 51/�"113" ROOF OVERHANG " = I �/��_r `/ � � BENCH � Q HANDRAIL � W COMPOSITE DECKING � o ~ � I _�� x � EXSTG DECK o — _ _ LANDING �'IL I I J "' C� 1 1 RISERS @ 7" COMPOSITE i I I x w 10 TREADS @ 1 1 " DECKING 'CUT STAIR AROUND EXSTG DOWNSPOUT NOTE: STAIRS, LANDING AND BENCH SI SPACED COMPOSITE DECKING WITH LANDSCAPE BELOW EXSTG HOUSE - NO MODIFICATIONS REPLACE EXSTG RAILING MATCH NEW DECK RAILING APPROVED PLANS MUST BE ON JOB SITE City of Edmonds Building Department APPROVED Plans ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE EXSTG ROOF OVERHANG�R r-------------------� I Hardware and fasteners in contact with preservative -treated wood shall be of ■ hot -dipped zinc galvanized steel, I N�JRTH stainless steel, silicon bronze or copper. .In the absence of manufacturer's recommendations Ia minimum of ASTM A 653 type G185 zinc -coated I galvanized steel, or equivalent, shall be used. ■ LIRC R317.3.1 IBC 2304.10.5.1 I ------------------- PROPERTY �WNERSc PROPERTY ADDRESSr PARCEL NUMBERr LEGAL DESCRIPTI�N� LET AREAS Z�NING� HOUSE AREAr BASEMENTr GROUND FL��R� ATTACHED GARAGEr TOTAL DECK SURFACEr DECKr 392 SF STAIRr 142 SF TOTAL (HOUSE, GARAGE & DECK) LET CAVE RAG E SCALE: 1 /4"=1'-0" T�DD BURGERS & NIC�LE L KELLER 1 �004 73 RD AVE W, EDM�NDS, WA 9�026-5516 00477500005100 H�MEVIEW ADD N� 1 BLK 000 D-00 -LOT 51 9470 SF / .22 ACRE RS-� 3904 SF 1697 SF 2207 SF APPROVED BY PLANNING 462 SF �� 534 SF Sep 23 2021 491 1 SF 2752 SF = 9470 SF = 29% RESUB Sep 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT M N r\ 3 � .ri � N � O �p C W N m C I� 3 � u, � � N M O V o E E O T 0 .� U w J W � �O O � O� Q w � � M (/) � � Z O M � � Revisions No. Date #1 Submit #2 Revision 8/19/2021 9/14/2021 #3 #4 #5 Drawn by: BEO Checked by: BEO PLANS Drawing: Al .l 13. IN THE EVENT THERE IS A DISCREPANCY BETWEEN ANY OF THE DRAWINGS, THEN THE CONTRACTOR IS TO NOTIFY THE ARCHITECT FOR CLARIFICATION ON HOW TO PROCEED WITH THE WORK. 3 cn J J � N W � > `f' O � M O N ('7 �j 0 N �o �o OVERALLS POSTS 1 5 3/4" 3 A2.1 29'-7 " rt---� I � I I _ _ _ I 118u b ��_� b+b c��b 14'-3" 9'-4" 5'-0 1/2" 5 3/4" -9 1 ---------- I tk I �� i ; �----- L----- -- 12C r-�--, I ' I �J�` � Q' r----, I I I I I � I I I I _J 1 811 1 OII I ____J I I 6L L_� ��Q6 I �� +� J __ _ � I � I_ � T----T T ----� I I I — —_ I � — — -AVOID BUILDING ABOVE _ _ �;___�1 _ _ gel 1 g�� I 18" SEWER CLEANOUT b+b ��bb b+b J��---- �� ,� III ALIGN POST FACE &OVERHANG �,� P� 18" r-- _ � - _ � �EXST'G` �Hv r I - I 1 I I O I' I N I II I r 1 1�- - J O 11 �.J b� bG�s • •• -. III ..• ' • •. , .' •- - ' •• • •- , .' - • 1'_' • _ • • _ _ _ • • NOTE: 1. ALL POST TO BE PT 6 X 6 DF #2 UNO .. 4 -• -- -• -- • : _ ' � _• •• _ _ " •• : _ ' � _• ,• _ •• �• : :. 2. ALL LUMBER TO BE 2 X DF#2 UNO A2.1 I III _ _ •' • • •' • • • '•'I. 9'-5" I I _ �,� III • : _• _ _ . • • -• _.1Q . • . _ -� : �JCSTG �ONCR�Tf P,�CIO' "-'-' '• III _ _ -.. _, _IO' - - �• r} � ' ' • - ' ' � ' 1 EXST'G HOUSE - I •I - J j�.l .- . • • - -,• .'.' _ . : ' . _ _ , ' �'•• NO MODIFICATIONS = III - •• , EXST'G CONCRETE PATIO:. �: �� III .. .: 31 SF -.. • •. r �� • . ' • _ � . ' • • .•• . NOTE: INSTALL AND MAINTAIN ALL ' t - - _- _' . ,�,• . TESC MEASURES ACCORDING TO I .I • • .•_ _ • � • • • �•181=_.•-FOOl?hdG RER PLflN -' • - - • - r • APPROVED PLANS, CITY OF EDMONDS b b� - . 'S�� DETAIt.QN EI�GINf�R'�- • ' . � STANDARD DETAILS, AND ALL OTHER b+ �,Q MEASURES THAT MAY BE REQUIRED L� III •. STRU�TURAt GAL'CU�ATfON• ' _ • •.-' DURING CONSTRUCTION. �o III - • "••••'•••••• ' •: �• • '•�''•��•.' •'I • '- . •.CUT &PATCH EXST'G CONC • '. •-- PATIO SLAB AS NEED FOR : ; -' �'•• r � � �_• • _ : 'FOOTINGS • _ - •_ ,• �• . • •. _ -. ••---_-' • .••• • ••-. •'-- _' • .•.• •EiCST:G51DEyVA1K: •• -,•-�••_- .' •• 3 AZ2.1 BASEMENT FOOTING PLAN 15'-1 " EXST'G FENCE &GATE N,JRTH NOTE FOR FOOTING SCHEDULE -SEE DETAIL 3 / A3.1 5'-2 1 /2" 9'-101 /2" 11 " 11 " 11 " 11 " 11 " 1'-4" 1'-4" 1'-4" 1'-0 1/2" 3" 5� b b - In n n n n n n Q II I'Q II II II II II + 12" W CONT. FOOTING ' ' + ' ' ' I ' ' ' ' ' ' QA II II Q II II II II II n n II II ' ' ' ' II II II I � _ � ��((�� II II A � II II II II II II II � � 2 x 4 PONY WALL OVER I I I I I I I I I I I I = � , I , I -- ---- I I I I ----, I--, I I I I I I I I � 4 x 10 BEAM �� I I I I I I I I I I I I I I - - I I I I I I I I I I ``nn I V - I z � 'w'n I - I II 1 - I II V II ^ -=nr=----n------=rT------TT-------- -- I --- ---- -------------------- n rr z rr � r II II II � rr rr rt � 1 I I I I I I I I --I II_ _ _ _ _ _ _I I -------I I -------I I_ _ _ _ _ _ _� II I -, T � � Imo/ I I I I I � I I N I l l-f� I II I I I I I I I II I I `I I � N I I I I I (/� I I I I I I N I = N I I I I I I I I I I I I I I I I I I I I I I I II I I � I' I � I ' I I I I I I LJ.J L- � H}-� � I I I I I I I I�� I � L -- ---J Nam^ (n 0 I I I I I Q I I I I I L.I.J I I r � X ' �' � �� 2X4BENCHJOISTS ill ll� � II '-'r '-' � II X II � '-' '-' " � II II II N Q. CV „ � I I I I I I I I I I I I I I I I 6 III II II II II II II 6L II ;II N ill +6 I I I I I I I I I I I I I I I � T 6 I I II II � ill ill II II II II _ - N O�� _J Q A III II II II II II II I A O i i i i i 2 x 6 PONY WALL OVER i i i t l i ill � r i I I I I �� "� I I I I I I I I '' I I I I I I I I I I I I I � � I III I I 6 x 8 BEAM I I (2) 2 x 12 STRINGER TYP. ' l ' l z - I I -I --I I� I I I I I I I --___I I I I Q �� ' l ' l I I I Ir I b+0 e _ I � ------'- --�1- ______.__+__._i - __ _ -- -- _____ ---- ____�_____ ----- - - _ ----�� -'---- ---- ___ I____ _____I ____ ---- _____ -- _ __ l � rl rl rl� _-_r � _ _ _ _ _ _ _ � II _ _ _ _ II _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ i I � I I I I I II i I, � I I I I I I� � I I � � I I I I � I r I` r '_ _I_ _ _ _ _ 1l _ _ _ _ _ _ 11 _ _ _ _ _ _ 1� c � I _I_____II]II -'�_ L� I I__-- ____ J _____ ____ _____ ___ ______ _____� ____ b x 6 GUARD RAIL POST _____ ___ `I I I__ --- � I I __I____7r______�r______�TI 4��11 J � I (2) 2 x 8 HEADER L_____I I I � � I I J I I I I I � III I W III I III III III I II II II „ � II II II II II II II II I 0 m p III I Q III - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LII - - - �� w Q II II II II I I I I I I , CC L I w � � - ----J----- ----- I -ri1 Q I I I I , � I o III � o II � � I. 1 1 RISERS @ 7 ; ; ; _ �; 2 X 8 PLATFORM JOISTS � I �_ o Ln L � I I I DN I I � I I I I I I I I X L.f) �,�� X I I I I �,, �� IOTREADS@11" I I �� III X I I I I I I I N II II II II II II II I `�' �'� III -I----N 11 H---� ---- ----- ---- ---- ----- ---- ' ----- ---LIB II N I I I I I I I O I � Q -�--- 1 I r - - -' ---- -----'' ----J--2 ----- -- - - -� - - - - - - - - - - - - rl1 �� I I I I I I I I L. V III � I I I � III ' x 12 STRI NGER TYP. III I I I III II II II II I I I I I l r-----I II II III II -`71 I -,b+ I I III ' III I I I F _ _ _ I --- _ _ _ _ ---- _ _ _ _ _ ----- _ _ _ _ ---- _ _ _ _ _ _ _ _ _ _ _ _ _ --------------- ----- ---- _ _ _ _ _ ----- III III _ _ _ LIB ---r��------ II II III II II III I I I I I I � 2 X 8 LEDGER I � I I I I I I I -'------Iw _u__ _lli__ � � � 1/2' 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 5'-01/2" 14'-5 1 /2" NOTE N,JRTH ALL DIMENSIONS TO FACE OF FRAMING OR POSTS. ALL LUMBER TO BE PT HF#2 U.N.O. 2x4 PC 4x10E POSTS W/ �„ w � � }Z mo w ~ � 3= �U�O¢ w � w3 � Q \ V � O �� m 0° a N u~i r\ V w 0 w J J W W m 3 � .ri � N � >o C W N P M C I� 3 � u, � � N M V O o E N W 0 C T 3 O m O W � Q 0 M 0 � Z O � W Revisions No. Date #1 Submit 8/19/2021 #2 Revision 9/14/2021 #3 #4 #5 Drawn by: BEO Checked by: BEO FRAMING PLANS Drawing: DECK STAIR RISER AND TREAD PLAN SCALE: 1/2"=1'-0" DECK STAIR &FRAMING DIAGRAMS SCALE: NO SCALE A1.2 NORTH ELEVATION 2x6CAP b x 6 RAILING POSTS VERT. CABLE RAILING @ 3.5" O.C. DECKING 2 X1 O JOIST @ 16"OC (2) 2 X12 RIM BD. LUS26 CC66 TYP. W/ ECC66 @ENDS 6 x 6 POSTS 3 A1.2 MODIFICATIONS Q M MAIN LEVEL F. FL. (V i MENT LEVEL F. FL. SCALE: 1 /4"1 '-0" I I I I I I I I I I I I r L__ J, r L__ J, l__ J r L__ J, r L__ L, r L__ J, I I I I I I I I I I I I I I L _ _ J L _ _ _ _ J L _ _ _ _ J L _ _ _ _ J L _ _ _ _ J L _ _ _ _ J L _ _ _ J WEST ELEVATION SCALE: 1 /4"=1'-0" ri--;, rL--;, ri--;, ri--;, rL-'-j, ri-'-;, FOOTING PER PLAN I I I I I I I I I L _ _ _ _ J L _ _ _ _ J L _ _ _ _ J L _ _ _ _ J L _ _ _ _ J L _ _ _ _ J RESUB Sep 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT EXISTING RESIDENCE SHOWN SHADED � W � � } Z m0 h w ~ � 3= �U�O¢ w � w� � Q \ V � O �� m 0° a N u~i � � V w 0 w J J W W m Revisions No. #1 Submit #2 Revision #3 #4 #5 3 � u, � N � O �p C W N P M C I� 3 � u, � � N M C V O o E E O CJ C T 3 0 c, m ■ A M 1 0 m �O 0 0. W Q Q 0 � M � � Z �CC � L � 0 06? W Date 8/19/2021 9/14/2021 Drawn by: BEO Checked by: BEO ELEVATIONS SECTION Drawing: SECTION DETAIL @BEAM &RAILING SCALE: 1 1/2"=1'-0" SECTION THROUGH DECK SCALE: 1 /4"=1'-0" A2.1 Ledger Bd. to Rim Bd. Alternating Spacing O.C. Joist Span 3/8" m lag bolts/wshr'` #14 x x4" wd. screws (2) Simpson SDWS 1/4" x 4" 0 < span <_ 8' 18" 18" 18" 8' < span < 10' 15" 15" 15" FLASHING BEHIND BLDG. PAPER & OVER LEDGER BD. DECKING HANGER Co3 DECK JOIST FOR ATTACHMENT SEE SCHEDULE BELOW EXST'G RIM BD. SIMPSON DTT1Z -TENSION TIE INSTALL PER MANUF. INSTRUCT. 2 X LEDGER >_ THAN JOIST Z FLASHING BEHIND BLDG. PAPER � & OVER SIDING EXST'G WALL �^ NOTE: Contractor to field verify adequacy of solid lumber for ledger to wall attachment. NOTE: 10' < span <_ 14' 10" 10" 10" Ledger fastener spacing may be 14' < span < 16' g" g�� g„ offset up to 3" to avoid interference with joist attachment. 'The tip of lag screw shall fully extend beyond inside face of rim joist �� LEDGER BD. @WALL RIM BD. ATTACHMENT R SCALE 1 1/2" = 1'- 0" SILICONE SEALANT TO RESIST LEDGER. DECAY DECKING HANGER @DECK JOIST 1/2" O APPROVE EXPANSION, EPDXY OR ADHESIVE ANCZHORS W/ WASHERS. EMBED. PER MANUF. INSTRUCT 2 X LEDGER >_ THAN JOIST EXST'G CONC. JOIST SPAN BOLT SPACING 0 < SPAN <_ 8' 18" 8' < SPAN <_ 10' 15" 10' < SPAN <_ 14' 10" 14' < SPAN <_ 16' 9" NOTE: Ledger fastener spacing may be offset up to 3" to avoid interference with joist attachment. LEDGER BD. @ CONC. FNDN WALL ATTACHMENT I PER SCHEDULE I FOOTING DETAIL &SCHEDULE �� SCALE 1 1/2" = 1'- 0" POST PER PLAN W/ SIMPSON PBS POST BASE OR EQ - INSTALL PER MANUF. INSTRUCT. 12" DIA. CONC. STEM SLOPE TOP TO DRAIN FOOTING SCHEDULE # HxWxD Re -Bar 18 10x18x18 (2)#4 Ea. Way 20 10x20x20 (2)#4 Ea. Way 24 10x24x24 (3)#4 Ea. Way 30 10x30x30 (3)#4 Ea. Way 32 12x32x32 (4)#4 Ea. Way 36 12x36x36 (4)#4 Ea. Way 12C 12x18 Cont. (2)#4 Cont. ALL FOOTINGS TO EXTEND 18" BLW FIN. GRADE U.N.O. STRIP ALL WD. FORMS BEFORE BACKFILLING. SCALE 1 1/2" = 1'- 0" P.Tt BEAM PER PLAN SIMPSON PC4 / PC6 BASED ON BEAM &COLUMN SIZE 4-16d NAILS C EA. FACE & CONNECTION 2 x 4 P.T. KNEE -BRACE EA. SIDE 4-16d NAILS C�? EA. FACE & CONNECTION 4 x 4 P.T. POST PER PLAN GUARDRAIL AND BALASTER DETAIL 2 x 6 WD.CAP CONNECT BTTM RAILINGS TO POSTW/ (2) #10 x 3" SCREWS OUTSIDE TOP RAIL INSIDE TOP RAIL 4 x 4 GUARD POST MTL. VERTICAL BALUSTER 3 3/4" GAP BETWEEN MAX. INSIDE BTTM RAIL OUTSIDE BTTM RAIL OPENINGS SHALL NOT ALLOW PASSAGE OF 4" BALL DECKING SIMPSON DTT2Z LATERAL CONNECTOR 1/2"Q1 MACHINE BOLTS OR THREADED RODS W/NUTS AND WASHERS 2 x RIM BD. 2 x JOIST SCALE 1 1/2" = 1'- 0" ALTERNATE ATTACHMENT OF HOLD-DOWN ANCHORS TO FRAMING MEMBERS ARE POSSIBLE PER SIMPSON INSTRUCTIONS 2xJOIST DOUBLE Q2x RIM DB 4 x 4 GUARD POST 2 x JOIST SIMPSON DTT2 LATERAL CONNECTOR GUARDPOST TO RIM JOIST CONNECTION �� SCALE 1 1/2" = 1'- 0" P.Tt BEAM PER PLAN SIMPSON ECC44 / ECC66 BASED ON BEAM &COLUMN SIZE 3/8" THRU-BOLT W/ WASHERS TOP &BOTTOM 4 x 4 P.T. KNEE -BRACE 4 x 4 KNEE -BRACE BEHIND POST SHOWN DASHED 3/8" THRU-BOLT W/ WASHERS EA. SIDE P.T. POST PER PLAN C M N GUARDRAIL TYP. ELEVATION VIEW 7 1 ' -0" TYP. DECK STAIRS 2 x 6 WD.CAP CONNECT RAILINGS TO POSTW/ (2) #10 x 3" SCREWS 4 x 4 GUARD POST 2 x 2 VERTICAL BALUSTER 5 1/4" OC MAX. OPENINGS SHALL NOT ALLOW PASSAGE OF 4" BALL 2 x 4 OUTSIDE BTTM RAIL DECKING CONNECT BTTM RAILINGS TO POST &BALUSTER W/ (2) #10 x 3" SCREWS OPENINGS SHALL NOT ALLOW PASSAGE OF 4" BALL (2) 1 /2"Q1 MACHINE BOLTS OR THREADED RODS W/NUTS AND WASHERS 2 x RIM BD. SCALE 1" = 1'- 0" 2 x 6 WD.CAP 1 1/2" O HANDRAIL PER CODE, RETURN TO POST 4 x 4 GUARD POST 2 x 2 VERTICAL BALUSTER 5 1/4" OC MAX. OPENINGS SHALL NOT ALLOW PASSAGE OF 4" BALL 2 x 4 OUTSIDE BTTM RAIL CONNECT BTTM RAILINGS TO POST &BALUSTER W/ (2) #10 x 3"SCREWS DECKING (2 x 4, 2 x 6, or 5/4) 2 X P.T. JOIST LUS28 LS50 2 x P.T. RIM BD. (2) 1/2"O MACHINE BOLTS OR THREADED RODS W/NUTS AND WSHRS @POST TO STRING. OPENINGS AT STAIR RISER SHALL NOT ALLOW PASSAGE OF 6" BALL 2 x 12 P.T. STRINGER C� 18" OC MAX 2 x 8 P.T. PLATE SECURED TO CONC. FTG. W/ A.B., 1/2" O BOLTS W/ APPR. EXPANSION, EPDXY OR ADHESIVE ANCHORS W/ WASHERS. EMBED. PER MANUF. INSTRUCT. CONC. FOOTING WIDTH OF STAIR YiIJCYi: / :i/4 IVIHJC. hltllal-I I Jh1HLL IVV I UtVIHI t rl-SVIVI VIVt HIVV I tFi tiY IVIVFit I h1HIV �i/t5 TREAD RUN: 10" MIN. NOSING: 3/4" - 1 1/4" NOSING SHALL NOT DEVIATE FROM ONE ANOTHER BY MORE THAN 3/8" Span Table and Footing Schedule for Decks Spans and footings assume the ma[imum 2_ cantilever using +em_)ir_'oug )ir 10. 2 or Eetter framing IumEer. TaEle uses 70 p.s.f. loading (10 p.s.f. dead load _ 60 p.s.f live load) and 2000 p.s.f. soil Eearing pressure. Joist Slze Joist Spacing Max. Joist Span Girder Beam Size and Max. Span Between Support Posts /Footing Type 4x6 Footing 4x8 Footing 4x10 Footing 4xi2 Footing 12" o.c. '- '-u" i xi '- i6x16 '-6" t8x18 lt'-t" T8xi8 2x6 i6" o.c. 6'- '-u" i xi '- 16xi6 '-6" 18xi8 ii'-1" i8x18 II2 " o.c. '- 6'- t xi 8'- t6x16 u'-o" t8x18 12'-io" T8xT8 t2" o.c. '- " '-tt" t xi 6'-6" t6xt6 8'- " t8xt8 io'-o" 2ox2o 2x8 i6" o.c. 8'-8" '-ii" i xi 6'-6" 16xi6 8'- 18xi8 io'-o" i8xi8 II 2 " o.c. - '-u" i xi - 16xi6 '-6" 18xi8 1i'-i" i8xi8 12" o.c. i '- '-6" i xi '=8" i6x16 '-11" i8xi8 '-2" T8xi8 II 2xio i6" o.c. u'-6" '-i" i xi 16x16 6'-ii" 18xi8 8'- 2ox2o 2 " o.c. - '-u" i xi 6'-6" 16x16 8'- " i8xi8 io'-o" 2ox2o �I t2" o.c. i '- '-i" i xi '-i" i6xt6 '-2" i6xi6 6'- i8xi8 II 2xi2 �� t6 o.c. � �� t - -6' t xi � �� -8 i6x16 � -11" t8x18 � �� -2 t8x18 II2 " o.c. io'-u" '-i" i xi '- " i6x16 6'-u" i8x18 8'- " i8x18 Footings must have a minimum reinforcment of (2) #4 bars each way with a 3" clearance to the bottom of the footing. Note: Footing sizes are based on decks designed with single span joists where there is no center bearing beam. Deck Ledger Connection to Band Joist a, b (Reference IRC Table R5o7.2 -Deck live load = 6o psf, deck dead load = io psf, snow load <_ 4o psf) For SI: i inch = 2�.a mm. i foot = �oa.8 mm. i Hound Her square foot = o.oa�4 kPa. Joist Span 6' and less 6'i" to 8' 8'i" to io' io'i" to 12' 12'1" to i4' i4'i" to i6' i6'i" to i8' Connection Details On -center spacing of fasteners 1/z inch diameter lag screw with 1/z 8 '7 inch maximum sheathin c,d 22 16 13 11 9 1/z inch diameter bolt with i/z inch maximum sheathin d go 22 18 15 13 ii to 1/z inch diameter bolt with i inch maximum sheathin e 26 19 16 13 11 l0 9 a. Ledgers shall be flashed in accordance with Section R7o3.4 to prevent water from contacting the house band joist. b. Snow load shall not be assumed to act concurrently with live load. c. The tip of the lag screw shall fully extend beyond the inside face of the band joist. d . Sheathing shall be wood structural panel or solid sawn lumber. e. Sheathing shall be permitted to be wood structural panel, gypsum board, fiberboard, lumber or foam sheathing. Up to t/2-inch thickness of stacked washers shall be permitted to substitute for up to 1/z-inch of allowable sheathing thickness where combined with wood structural panel or lumber sheathing. DECK NOTES PRESSURE TREATMENT ALL LUMBER SHALL BE GRADE #2 DOUGLAS-FIR, HEM -FIR, OR BETTER AND SHALL BE PRESSURE TREATED (TO RESIST INSECT AND DRY ROT) IN ACCORDANCE WITH AMERICAN WOOD -PRESERVERS' ASSOCIATION STANDARDS (CATEGORY). DECK SURFACE AND TRIM MATERIAL OF REDWOOD, CEDAR, OR OTHER WOOD WITH A NATURAL RESISTANCE TO DECAY DOES NOT REQUIRE PRESSURE TREATMENT. THE LEVEL OF TREATMENT DEPENDS ON THE USE AS FOLLOWS: 1). DECKING MATERIAL, RAILINGS, JOISTS, AND BEAMS MUST BE TREATED TO A CATEGORY UC3B (OR MUST BE OTHER WOOD WITH A NATURAL RESISTANCE TO DECAY). 2). POSTS AND OTHER WOODS LOCATED ON, IN, OR IN CONTACT WITH THE GROUND MUST BE A CATEGORY UC4B. 3). ANY WOOD LESS THAN SIX INCHES ABOVE THE GROUND OR IN CONTACT WITH CONCRETE MUST BE A CATEGORY UC4A. WITH ALL NEW CUTS, TREAT THE CUT END OF THE WOOD WITH APAINT-ON PRESERVATIVE. DECKING ALL DECKING MATERIAL SHALL BE 2X4, 2X6, OR FIVE QUARTER (5/4") BOARDS. ATTACH DECKING TO EACH JOIST WITH TWO 10D NAILS OR TWO #8 SCREWS. DECKING MAY BE PLACED FROM AN ANGLE PERPENDICULAR TO THE JOISTS TO AN ANGLE OF 45 DEGREES TO THE JOISTS. DECKING MUST HAVE A SPAN LENGTH SUCH THAT EACH BOARD BEARS ON A MINIMUM OF TWO JOISTS. HARDWOOD AND PLASTIC OR COMPOSITE DECKING PRODUCTS MAY BE SUBSTITUTED FOR CONVENTIONAL WOOD DECKING, BUT INSTALLATION AND SPAN LENGTHS OF THE SUBSTITUTED MATERIAL MUST BE IN STRICT CONFORMANCE WITH THE PRODUCT LISTING AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. COPIES OF THE MANUFACTURER'S INSTALLATION INSTRUCTIONS MUST BE SUBMITTED WITH THE BUILDING PERMIT APPLICATION. FASTENERS ALL SCREWS AND NAILS SHALL BE HOT -DIPPED GALVANIZED OR STAINLESS STEEL. ALL HARDWARE (BOLTS, NUTS AND WASHERS, JOIST HANGERS, MECHANICAL FASTENERS, HOEDOWNS, TIE PLATES CAST -IN -PLACE POST ANCHORS, ETC.) SHALL BE GALVANIZED WITH 1.85 OZ/SF OF ZINC (G-185 COATING) OR SHALL BE STAINLESS STEEL. LOOK FOR PRODUCTS SUCH AS "ZMAX" FROM SIMPSON STRONG -TIE OR "TRIPLE ZINC" FROM USP. FOOTINGS THE BOTTOM OF ALL FOOTINGS FOR DECKS THAT ARE ATTACHED TO A HOUSE ARE TO BE PLACED A MINIMUM OF 18 INCHES BELOW THE SURFACE OF THE FINISHED GRADE AND MUST BEAR ON FIRM, UNDISTURBED NATIVE SOIL. THE BOTTOM OF FOOTINGS FOR FREESTANDING DECKS MAY BE AT ANY DEPTH ON UNDISTURBED NATIVE SOIL. FOOTINGS ADJACENT TO THE TOP OF A RETAINING WALL MUST BE SET BACK FROM THE WALL A DISTANCE EQUAL TO THE HEIGHT OF THE WALL, OR BE EXTEND BELOW GRADE AN AMOUNT EQUAL TO THE HEIGHT OF THE RETAINING WALL. HEADERS HEADERS OVER EXISTING DOORS, WINDOWS OR OPENINGS GREATER THAN SIX FEET IN WIDTH THAT ARE LOCATED BELOW A DECK THAT WILL BE ATTACHED TO THE HOUSE MUST BE CHECKED TO VERIFY THAT THOSE HEADERS CAN SUPPORT THE ADDITIONAL LOAD ADDED BY THE DECK. LEDGER BOARD DECKS THAT ARE ATTACHED TO A HOUSE REQUIRE A LEDGER BOARD TO BE FASTENED TO THE HOUSE STRUCTURE, AND THE DECK JOISTS ARE FASTENED TO THE LEDGER. SIDING AND FLASHINGS THE SIDING OR EXTERIOR FINISH SYSTEM MUST BE REMOVED TO INSTALL THE LEDGER BOARD AGAINST THE WALL SHEATHING. TWO LAYERS OF CONTINUOUS FLASHING MUST BE PROPERLY INSTALLED TO PREVENT WATER FROM GETTING INTO THE WALL WHERE THE SIDING HAS BEEN REMOVED. THE FLASHING MATERIAL MAY BE COPPER (USING COPPER NAILS), STAINLESS STEEL, GALVANIZED STEEL COATED WITH 1.85 OZ/SF OF ZINC (G-185 COATING), UV -RESISTANT PLASTIC, OR SELF-SEALING BITUMINOUS (TAR) "PEEL -AND -STICK" FLASHING. THE FIRST LAYER IS ATTACHED DIRECTLY TO THE EXTERIOR WALL SHEATHING STARTING BEHIND AND ABOVE THE BOTTOM EDGE OF THE BUILDING PAPER AND SIDING, CONTINUING STRAIGHT DOWN THE FACE OF THE WALL BEHIND THE LEDGER BOARD (BEFORE IT IS INSTALLED) AND ENDING ON THE OUTER FACE OF THE EXTERIOR WALL SIDING OR FOUNDATION BELOW THE BOTTOM OF THE LEDGER BOARD. SELF-SEALING BITUMINOUS PEEL -AND -STICK FLASHING IS IDEAL FOR THE FIRST LAYER PRE -FORMED Z-SHAPED METAL FLASHING IS IDEAL FOR THE OUTER, SECOND LAYER OF FLASHING. IT IS INSTALLED AFTER THE LEDGER BOARD AND BEFORE THE JOISTS, STARTING BEHIND AND ABOVE THE BOTTOM EDGE OF THE BUILDING PAPER AND SIDING, CONTINUING DOWN VERTICALLY TO THE TOP OF THE LEDGER BOARD, BENDING HORIZONTALLY TO THE OUTER FACE OF THE LEDGER BOARD, AND BENDING AGAIN VERTICALLY DOWN THE FACE OF THE LEDGER BOARD AT LEAST 1/2". LEDGER BOARD FASTENERS ALL FASTENERS SHALL BE SPACED PER THE TABLES PROVIDED WITH FIGURES 5, 6, 7 AND 8 AND SHALL BE INSTALLED PER FIGURE 12. ALL FASTENERS SHALL BE INSTALLED WITH WASHERS AND THOROUGHLY TIGHTENED. THRU-BOLTS: THRU-BOLTS ARE THOSE WHERE A HOLE IS DRILLED ALL THE WAY THROUGH THE WOOD MEMBERS AND A NUT AND WASHER ARE ATTACHED TO COMPLETE THE CONNECTION. THRU-BOLTS SHALL HAVE A MINIMUM DIAMETER OF ?". LEAD (PILOT) HOLES FOR THRUBOLTS SHALL BE 17/32" TO 9/16" IN DIAMETER. THRU-BOLTS MUST BE EQUIPPED WITH WASHERS AT THE BOLT HEAD AS WELL AS THE NUT. EXPANSION (WEDGE) ANCHORS: USE EXPANSION ANCHORS WHEN ATTACHING A LEDGER BOARD TO A CONCRETE WALL BOLT DIAMETERS OF THE ANCHORS SHALL BE A MINIMUM OF 1/2"; IN SOME CASES, THIS MAY REQUIRE AN ANCHOR SIZE OF 5/8". MINIMUM EMBEDMENT LENGTH SHALL BE 21/2". EXPANSION ANCHORS MUST HAVE WASHERS. EXPANSION ANCHORS MUST BE INSTALLED AS REQUIRED BY THE MANUFACTURER'S INSTRUCTIONS. THIS MAY INCLUDE CLEANING THE HOLES DRILLED IN THE CONCRETE TO ENSURE THEY ARE FREE OF DIRT, DEBRIS, AND MOISTURE. IMPROPER INSTALLATION OF THE ANCHORS CAN RESULT IN CATASTROPHIC FAILURE AND COLLAPSE OF THE DECK. ADHESIVE ANCHORS: ADHESIVE ANCHORS MAY BE USED IN PLACE OF EXPANSION ANCHORS WITH A DESIGN BY A LICENSED STRUCTURAL ENGINEER. SPECIAL INSPECTIONS ARE REQUIRED FOR EXPANSION ANCHORS AND ADHESIVE ANCHORS. THEY ARE PERFORMED BY THIRD -PARTY INSPECTORS THAT ARE HIRED BY THE PROJECT OWNER. THE SPECIAL INSPECTOR VERIFIES THAT THE EXPANSION OR ADHESIVE FASTENERS ARE INSTALLED CORRECTLY AND SUBMITS A REPORT TO THE OWNER AND THE CITY. LAG SCREWS: LAG SCREWS SHALL HAVE A DIAMETER OF 3/8" AND SHALL BE HOT -DIPPED GALVANIZED OR STAINLESS STEEL ONLY. ALL LAG SCREWS SHALL BE INSTALLED WITH WASHERS. SCREW MUST PENETRATE BEYOND AND BOARD/RIM JOIST A MINIMUM OF 1 /2" LAG SCREW INSTALLATION REQUIREMENTS: EACH LAG SCREW SHALL HAVE LEAD (PILOT) HOLES DRILLED AS FOLLOWS: 1) DRILL A 3/8" DIAMETER HOLE IN THE LEDGER BOARD, 2) DRILL A 3/16" DIAMETER HOLE INTO THE SOLID CONNECTION MATERIAL OF THE EXISTING HOUSE. DO NOT DRILL A 3/8" DIAMETER HOLE INTO THE SOLID CONNECTION MATERIAL. THE THREADED PORTION OF THE LAG SCREW SHALL BE INSERTED INTO THE LEAD HOLE BY TURNING. DO NOT DRIVE WITH A HAMMER. USE SOAP OR AWOOD-COMPATIBLE LUBRICANT AS REQUIRED TO HELP FACILITATE TIGHTENING. EACH LAG SCREW SHALL BE THOROUGHLY TIGHTENED. GUARDRAILS DECKS AND STAIRWAYS MORE THAN 30 INCHES ABOVE THE ADJACENT GRADE MUST HAVE GUARDRAILS. THE GUARDRAIL MUST BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS, IN ANY DIRECTION ANYWHERE ALONG ITS LENGTH, AND THE INFILL AREA MUST WITHSTAND A LOAD OF 50 POUNDS PER SQUARE FOOT AREA. STAIR HANDRAILS STAIRS WITH FOUR OR MORE RISERS MUST HAVE A HANDRAIL ON AT LEAST ONE SIDE. HANDRAILS SHALL BE GRASPABLE AND SHALL BE OF DECAY -RESISTANT AND/OR CORROSION -RESISTANT MATERIAL. THE HAND GRIP PORTION, IF CIRCULAR, SHALL BE BETWEEN 11/2" AND 2" IN CROSS SECTION. SHAPES OTHER THAN CIRCULAR SHALL HAVE A PERIMETER DIMENSION BETWEEN 4" AND NOT GREATER THAN 6 1/4" WITH A MAXIMUM CROSS SECTIONAL DIMENSION OF 2 1/4". ALL SHAPES MUST HAVE A SMOOTH SURFACE WITH NO SHARP CORNERS. HANDRAILS SHALL RUN CONTINUOUSLY FROM A POINT DIRECTLY ABOVE THE LOWEST RISER TO A POINT DIRECTLY ABOVE THE HIGHEST RISER AND SHALL RETURN TO THE GUARD AT EACH END. HANDRAILS MAY BE INTERRUPTED AT GUARDRAIL POSTS ONLY AT A TURN IN THE STAIR. STAIR HANDRAILS STAIRS WITH FOUR OR MORE RISERS MUST HAVE A HANDRAIL ON AT LEAST ONE SIDE. HANDRAILS SHALL BE GRASPABLE AND SHALL BE OF DECAY -RESISTANT AND/OR CORROSION -RESISTANT MATERIAL. THE HAND GRIP PORTION, IF CIRCULAR, SHALL BE BETWEEN 11/4" AND 2" IN CROSS SECTION. SHAPES OTHER THAN CIRCULAR SHALL HAVE A PERIMETER DIMENSION BETWEEN 4" AND NOT GREATER THAN 61/4" WITH A MAXIMUM CROSS SECTIONAL DIMENSION OF 21/4". ALL SHAPES MUST HAVE A SMOOTH SURFACE WITH NO SHARP CORNERS. HANDRAILS SHALL RUN CONTINUOUSLY FROM A POINT DIRECTLY ABOVE THE LOWEST RISER TO A POINT DIRECTLY ABOVE THE HIGHEST RISER AND SHALL RETURN TO THE GUARD AT EACH END. HANDRAILS MAY BE INTERRUPTED AT GUARDRAIL POSTS ONLY AT A TURN IN THE STAIR. RESUB Sep 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT w � � }Z mo w ~ � 3= �U�O¢ w � w3 � Q \ V � O �� m 0° a CV u~i � � V w 0 w J J W W m Revisions No. #1 Submit #2 #3 #4 #5 3 � .ri � N � > o C W N m C I� 3 � u, � � N M C V a o E E 0 C 3 0 m ■ Date 8/19/2021 9/14/2021 Drawn by: BEO Checked by: BEO GENERAL DETAILS Drawing: BELOW DECK KNEE BRACE (when required) SCALE 1" = 1'- 0" CORNER POST KNEE BRACE (when required) SCALE 1" = 1'- 0" A3.1