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APPROVED BLD RESUB 1-BLD2024-0187+Architectural_Plan+3.6.2024_1.38.18_PM+4108215GG GGE55 BL ABEL PEG PEGIFIGATIONS DD DDENDUM F INEALFOOT Q QUARE DH DHE5IVE H EFT HAND TD TANDARD DJ DJAGENT L IVELOAD TOR TORAGE DJT DJUSTABLE PT OW POINT IGHT TRUGT TRUGTURAL LUM LUMINUM T YM YMMETRIGAL LT LTERNATE ETER READ LKG LOCKING AX AXIMUM &G ONGUE AND GROOYE O Y OTHERS / BY OWNER ED EDIUM HK HICK OF OTTOM OFFOOTIN6 FR ANUFAGTURER HR HRESHOLD OL OLUMN IN INIMUM OL OLERANGE ONG ONGRETE ISG ISGELLANEOUS SL OP OF SLAB ONT ONTINUOUS M ILLIMETER OW OP OF WALL EM EMOLISH MB EMBRANE P PIGAL IA IAMETER TD OUNTED NEXG NEXGAVATED IAG IAGONAL TL ETAL NF NFINISHED IM IMENSION TL FR ETAL FRAME B APOR BARRIER IV IVI510N ORTH ERT ERTIGAL L EAD LOAD /A OT APPLICABLE G ERTIGAL GRAIN N OWN IG OT IN CONTRACT IF ERIFY IN FIELD R OOR O UMBER EST TL ETAIL OM OMINAL ORK AREA WG RAWING T5 OT TO SCALE D OOD AST A YERALL H LHUNG A AGH G N CENTER ITH LEG LEGTRIG D UTSIDE DIAMETER O ITHOUT P LEGTRIGALPANEL H VERHEAD P EATHERPROOF Q QUAL PG PENING P'G TERPROOFIN6 QUIP QUIPMENT PP PPOSITE TW LL-TO-WALL XG XGAVATE AR ARALLEL XT XTERIOR GF OUNDS PER GUBIG FOOT IN INISH ERF ERFORATED L LASHING LF OUNDS PER LINEAR FOOT LR LOOR NT AINTED N ENGE RM ERIMETER ND OUNDATION SF OUNDS PER SQUARE FOOT OG AGE OF CONCRETE 51 OUNDS PER SQUARE INCH TG OOTING T RE55URE TREATED UR URRED TN ARTITION A5 ASTEN VMT AVEMENT A5 WD LYWOOD A AUGE DIUS ALY ALVANIZED EINF EINFORGED RBM RADEBEAM EM EMOVE RD RADE EQ'D SQUIRED B OSE BIB ES ESILIENT D EAVY DUTY ET ETURN DW ARDWARE EV EVISION/REVISED G ORIZONTAL GRAIN FG OOFING T EIGHT FL SELECTED OR ORIZONTAL H IGHT HAND N NGHES M OOM NGL NGLUDED O OUCH OPENING NSUL NSULATION OUTH NT NTERIOR GH GHEDULE F OINT FILLER EG EGTION 5T 015T F QUARE FOOT MB AMB IM IMILAR T OINT HT HEFT PL IGKPLATE HTH6 HEATHING ENGTH IM IMILAR M AMINATED NT EALANT w m ;� NZ Z o w W w N � O ��Bfi��1�I�TIONS = � �M ��w � � �Q �� t � � � s v v � � � O � w Y m z I_LI � Ur z Q u LL ui ZJ _ U E U �, 0 v �- v � � X rn � � E _t m � E � U 01 cn w' �o N N �� n CO o CO �� N Z�Z Y Woo W�� w O Z X3 �w� Z s W"'`� RESUB ] � z LL Mar 06 2024 � � o GTV OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 1 PAGE NAME 1 TITLE PAGE 2 INDEX /ABBREVIATIONS 3 GENERAL NOTES /STANDARD DECK DETAILS 4 STANDARD RAILING DETAILS 5 WORKING PLANVIEW 6 FRAMING PLANVIEW 7 DECKING PLANYIEW 8 ELEVATION w m � MZ � z ;� o `_ / w � > w w x rt TY� I GAL 5T�1� D�RD D �T�I L5 � N O � � � � M � T� � � LLI + � � Q � � � ° � J` NEW DECKING s � � v v � - �S cr � \ FASCIA EXISTING SIDING AND � w ENCAPSULATE SHEATHING s EXISTING WALL H NEW FASCIA EXISTING RIM NEW FLASHING STRUCTURE � EXISTING RIM ==== ```====- DECKING m ______ _________= NEW DECKING EXISTING P.T. SILL Z ' � -_ _ _______=-_- PLATE EXISTING J015T=-=-==-------=--====-= --___________ P.T. 2X BEAM BLOCKING EXISTING LEDGER W/ ° / _- ____________ EXISTING JOIST FILLED TO BE 12" O.G. EXISTING FLOOR EXISTING HANGER J015T _______________ _ _________ .. __ z � ,-, o �� EXISTING DECK �- � == � z -- JOIST �' J - EXISTING BEAM &POSITIVE _ ___ ______ -------- F SECTION @FASCIA 03 1" = 1' GONNEGTION -�- - Z � W EXISTING LATERAL�� Q ~ � a EXISTING POST BELOW SUPPORT TIE � `� 24" MAX DIMENSIONAL LUMBER. ANCHOR 80LT, AND NAILING SPELIFILATIONS� 1. MEET REQUIREMENTS OF P5 20-70 NATIONAL GRADING RULES FOR SOFTWOOD E DIMENSIONAL LUMBER, BEAR STAMP OF WWPA y 2. MINIMUM DIMENSIONAL LUMBER GRADES TO BE �2� SECTION @EXISTING LEDGER WALL STUDS, 2X, 3X... HF STUD GRADE 1 SECTION @EXISTING DECK EDGE 03 °' WALL PLATES, 2X, 3X.. HF STANDARD GRADE U.N.O. 03 3/4" = 1 ' 3/4" = 1' � t JOISTS, 2X6... HF #2 JOISTS, 2X8 AND UP... HF #2 � � BEAMS, HEADERS, bX.. HF #2 � of BEAMS, HEADERS, 4X.. HF #2, WWPA GRADING � � POSTS, 4X, bX... HF #2 U.N.O. (n W LUMBER NOT NOTED... HF #2 U.N.O. FASCIA � �^ 3. PROVIDE STANDARD GUT WASHERS FOR BOLT HEADS AND NUTS BEARING AGAINST WOOD. P.T. POST EXISTING RIM � N � 4. ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY THAT IS IN CONTACT WITH OR z � 2" TYP �4X -CAST-I N-PLACE � � M RESTING ON FOUNDATIONS SHALL BE PRESSURE -TREATED DOUGLAS FIR / HEMFIR IN PB44Z POST BASE DEGKI NG � N AGC.ORDANGE TO WITH AWPA U7 (PLANT/SHOP TREATMENT) AND M4 (FIELD TREATMENT) �D STANDARDS. ALL BEARING WALL PLATES SHALL HAVE 5/8" DIAMETER X70' J-BOLTS PLACED AT MAXIMUM OF 9" FROM THE END OF A PLATE AND SPACED AT INTERVALS SHOWN ON THE SHEARWALL SCHEDULE(MAXIMUM 4'-0'OG SPACING). PROVIDE BP PLATE WASHER AT ALL (V UNDISTURBED SOIL P.T. 2X BEAM BLOCKING Z � z FOUNDATION SILL PLATE ANCHOR BOLTS. PROVIDE TWO ANCHOR BOLTS MINIMUM PER SECTION OF SILL. FOR NON-SHEARWALL, PLACE ANCHORS AT 48". — III _ - - EXISTING S� NEW JOIST �Ai 12" O.G W/ � Y W O O 5. BOLTS IN WOOD SHALL NOT BE LESS THAT 7 DIAMETERS FROM THE END AND 4 DIAMETERS III ° � � -: '. HOLE -FORM CONCRETE __ _ __ NEW H2 JOIST -TO -BEAM CONNECTION W � rn FROM THE EDGE OF THE MEMBER. Z � FOOTINGS (SONOTUBE � = _ = ° — \ /� w O ° 6. NAILS: COMMON WIRE NAILS. NAILING IN ACCORDANCE WITH IBC TABLE 2304.9.1. IF APPLICABLE) NEW P.T. 4X BEAM W/ PG4Z P05T-TO- ` � Z � — I I I = a � e d -(2) 1/2" REBAR #4 ,,III,, BEAM CONNECTION � x 3 7. PRESSURE TREATED WOOD: ALL NAILS INTO PT WOOD SHALL BE HOT DIPPED GALVANIZED PER ASTM A753 OR STAINLE55 STEEL. ALL METAL CONNECTORS IN CONTRACT WITH PT WOOD (V � � -FOOTING SET b" /�,� W � Z SHALL BE HOT DIPPED GALVANIZED AND MEET ASTM A653 GLA55G185 (1.85 OZ OF ZING PER —_ � a � � —_ —_ —_ � � ABOVE GRADE P.T. 4X POST BELOW ` ° W W m 50 FT MINIMUM) OR TYPE 304/316 STAINLE55 5TEEL SIMP50N Z-MAX CONNECTORS MEET THI5 REQUIREMENT. FASTENERS AND CONNECTORS USED TOGETHER SHALL BE OF THE SAME TYPE (E.G. HOT DIPPED NAILS WITH HOT DIPPED HANGERS) SEE PLAN FROST LINE - 1 S" DEPTH 24" MAX � RES U B � Z ] o BALL LUMBER WITH A LEAST DIMENSION OF 2' (NOMINAL) SHALL BE STAMPED'SURFAGE-DRY" Mar OG ZOZ4 � = O AND 5HALL HAVE A MOISTURE CONTENT WHEN SURFACED AND WHEN INSTALLED NO MORE CITY OF EDMONDS DEVELOPMENT SERVICES THAN 19 PERCENT. LUMBER WITH A LEAST DIMENSION OF 4" (NOMINAL) OR GREATER SHALL BE STAMPED"SURFACE-GREEN"ANDAIR-DRIED TOAMOISTURE CONTENT OF NOT MORE THAN I9 3 SECTION � FOOTING DEPARTMENT �4� SECTION @NEW BEAM DECK EDGE PERCENT PRIOR TO 1T5 USE IN FRAMING THE STRUCTURE. 03 3/4" = 1' 03 3/4" = 1' ' 9. NOTCHING AND BORING OF BEAMS AND JOISTS IS NOT ALLOWED WITHOUT PRIOR APPROVAL OF STRUCTURAL ENGINEER w TOP RAIL z Z ° W > w w x � SQUARE VARIES - l2" MAX, TYP BALUSTERS 04 RAIL POST W/ P05T GAP SKIRT AND POST GAP TOP RAIL POST GAP - m � N o N � TOP RAIL BOTTOM RAIL ry � � �i 0 ALUMINUM RAILING ALUMINUM RAILING NEW DEGKIN6 � � � � -SQUARE BALUSTERS -SQUARE BALUSTERS <4" � � a� ui EXISTING RIM s v v � :fl °ts N E m m EXISTING RIM � w 3 � 4„ =_____- __= 10" MIN f� NEW DECKING =_________- TREAD DEPTH � NEW DEGKIN6 EXISTING JOIST = -__ BOTTOM RAIL EXISTING CONNECTION — 3/4" MIN. � '`��; ;�, , m r 1-1/4^ MAX m � P05T SKIRT P05T SKIRT � ��'�'�'�'��` � r- � � FASGIA it - ---- — — ----_- - _ _--_-�- _- - _-_--_-_ - _- - �_ _ �- _ FASGIA W/ FASTENERS � � � � � EXISTING � ; � EXISTING RIM -- -- -_- � -2 ROWS @ 2X6 FRAMING STRONGBAGK \ ; <6° , ;;�, ,` p __- cv] -3 ROWS @ 2X8 FRAMING � ; z BLOCKING ______-_ _ _ __ _____________________________________________________________________________________________________________________= -_�----12" TYP_--�t=====__________________________________________________________________________________________________________= _- EXISTING ;�`�`,;;;`,;: � °' J Z — - --- ---------------------------------------------------------------------------------------------------------------- ---------------------------------- ------------------ ------------------------------ ------------------ - EXISTING BEAM ___ STRINGER .,,; ,, ,,:�:;,�:;:,;;�:;:� .,;, EXISTINGJ015T �: � W v w EXISTING STAIR Q EXISTING P05T ATTACH � I � SECTION @RAIL / 1 \ ELEVATION (c@ RAIL / � 1 SECTION @ STEPS 0 04 3/4" = 1' 04 3/4" = 1' 04 3/4" = 1' 0 a �- � X W � FASGIA (MITER @ � L CORNER) o LINE OF ALUM P05T & m � ~ > cn w SKIRT ABOVE EXISTING RIM P.T. INTERMEDIATE SUPPORTS °- X P.T. BEAM BLOCKING �, n � o P.T. RIM EXISTING RIM m � N �� FASGIA ��, '� ; �I FASGIA ' � � ; , ___________________ ___ __ �� I� � � � -- -------------------- III EXISTING RIM � Z�z I ��, ,� i �, NAILS TYP � � ' �� , � I, � ' NAILS TYP i � ,� I i I ,I, � O W ry � ' ' ----------------- --- ' � ' ' � �,; -- ' I I � �' I, I ' I NAILS, TYP III ° W-� �' LINE OF ALUM P05T I I; m � ; LINE OF ALUM P05T � I I I I �� W o � �' �I '� &SKIRT ABOVE �' � ' � II I II &SKIRT ABOVE ' �� II � I � LAG BOLTS II '�, ° 3 ----------------- --- �,�----------------- --- - -- �, ,I V X II 'I 3-5/8" �I��,� ' II '' 3-5/8" ;�I jl; � � W z '' ______________________ ___ '' ' �� LEDGERLOGK �' �� I I I I LEDGERLOGK '' I �� ''' EXISTING III � � � �' � � � � � � ' �' J015T W W N - LAG BOLTS LAG BOLTS � z RESUB ] O" Mar 06 2024 0 I o 1�20: �� 04 PLAN SECTION @INSET P05T 1�� = 1� �� PLAN SECTION @INSET 04 P05T 1�� = 1� �� PLAN SECTION 04 DEVELOPMENT SERVICES @INSET P05T c DEPARTDMENTDS 1�� = 1� 1 38'-1 1 /2" � � � � � � � 5'-4 1 /2" � 5'-4 1 /2" � 5'-4 1 /2" � 5'-4 1 /2" � 5'-4 1 /2" � 5'-4 1 /2" � 5'-4 1 /2" n3;i o '^ p � '� � V/ O 3 y A Z o <O T mN � V� E V E 13G 13 E E N HOME EXTERIORS ROOFING I SIDING I WINDOW51 DECKING Tyler & Ghannah Hanberg SHEET NUMBER 11507 Steele St. S Tacoma, Wa 98444 WORKING 1214 Sth Ave. 5. 253.888.2607 Evergreenhomeexteriors.com PLANVIEW 5 Fdmonds, WA 98020 SCALE: 1/4" = 1' (U.N.O.) DRAWN BY: JMM DATE: 3/6/2024 REVISION #: 1 cv cA m NEW INFILLED J015T5, TYP (5EE NOTE) �,. II I II I �I II I II I II I II I II I II I NEW DECK *TIMBERTEGH DECKING, COLOR: DARK GOGOA *FASCIA REQUIRED (MATCHING) *NEW 2X10 P.T. J015T5 TO MAKE EXISTING FRAMING @ 12" O.G. *MID SPAN SUPPORTS *(2) NEW FOOTINGS, 12" ROUND CONCRETE W/ WETSET BRACKETS *NEW 4X8 P.T. BEAMS *NEW 4X4 P.T. P05T5 *R15ER5 REQUIRED NEW RAILING *NEW BLACK ALUMINUM RAILING W/ INSET P05T5 (5EE WORKING PLAN FOR LOCATIONS) 54' TYP EXISTING HOME NEW FLASHING AND BRACKETS @NEW J015T @ LEDGER (5EE NOTE) EXISTING FRAMING SHOWN ON GREY DASHED LINES II II II II 11`� II II II II II II r r II 1�� II II II II II II r II � � II II II III III III r III II II II II II \J1 II II II II � II II �I II II II II � II II \II II II III III ,$� III II II II II II �� II II II II rll II II 'N�� II II II II r II II II `N� II II III III rlll III II I I II I I II I I ��I I I II �i II I I II I I I III I I II �i II I I II I I�� II I I III ,Uyr III III II I I II I I II I I 'f�\ I I II rl I II I I II I I � I I II r l l II I I II I I �11� I I III /III III III II II II II II II II � II �.� II II II II II II � � II � r 11 II II II II III � II �Ir III III III II II II II II II II. �� rill II II II . II II II � rl� . II II II II II II ��, rl� III III .III II II II II II II II II II II II II II II II II II II II II II II II II III —� � � � —��— � � �— —� � � � —��— � � � �— —� � � � —��— � III I III III ------------ ---------------------------------------- - _ ,-, II III III III � � � I J� II 12" III III II 03 I� TYP [fl , 04 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 I I III axa�s ax�EA �+ �� FRAMING PLAN YIEW TYLER HANBERG 10'-10" 5'-10 1 /2" 'J III � - III � m III o III 111 5T 3 ESUB 03 TMP ar 06 2024 CITY OF EDMONDS D VELOPMENT SERVICES DEPARTMENT 5G/�LE 3/16" = 1' w m ;� � �Z � o z � w > N � O � � � � � M � � � LLI � � � Q �� _ � � � s v v � � � o E � w s m � > o z Z W _� u Q Z Jui U 0 a �- � X W � 0 t �� e �, m � �� cn w' �^ 0 N N � W n CO o CO �� N Z�z Y Woo W�� wo � z X3 �w� Z 0 WwN ��c� Z +■�'oo � � � O O rn CI rn Ci G� rn Cp O CI N N �D O _ A rn Z + rn � t7 � G� _ rn � O D 28' tt � � 0 z X � � � � � z O 3 rn 10' +/- D N � n rn N y o � � z + to � � rn - A G� N � 10' +/- D �3'+/-� C� D O O O 0 tJ O m �� 09� °' m AZ'�° � cn m �� ^' C �<� N u N" A W E V E 13G 13 E E N HOME EXTERIORS Tyler & Ghannah Hanberg SHEET NUMBER 11507 Steele St. S Tacoma, Wa 98444 DECKING 1214 Sth Ave. 5. 253.888.2607 Evergreenhomeexteriors.com PLANVIEW 7 Fdmonds, WA 98020 ROOFING I SIDING I WINDOWS I DECKING SCALE: 1/4" = 1' (U.N.O.) DRAWN BY: JMM DATE: 3/8/2024 REVISION #: 1 E V E 13G 13 E E N Tyler & Ghannah Hanberg SHEET NUMBER 11507 Steele St. S Tacoma, Wa 98444 ELEVATION 1214 Sth Ave. 5. HOME EXTERIORS 253.888.2607 Evergreenhomeexteriors.com ROOFING I SIDING I WINDOW51 DECKING Fdmonds, WA 98020 SCALE: 1/4" = 1' (U.N.O.) DRAWN BY: JMM DATE: 3/8/2024 REVISION #: 1