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APPROVED ENG PLN RESUB1 BLD2024-0617+Site & ARCH_Plan+6.2.2024_10.56.00_PM+4295163PFUICf NFOPWAION PP,OJFCf APPPF55 9011 PAPK POAP, FPMONP5, WA 98026 PP,OJFCf OWNFP, ANNAMAP,IF A5KPFN & AAPON HOLMF5 annamarie.askren@gmail.com 240-462-6842 PPOJFCf CONTPACTOP, ref CONVACTING LLC 5TFVF 13FATTY b,t,contractinq,Ilc@gmail ,corn 206 -920-0892 5VUCTUPAL FNGINFFP, Mark Speidel, PE, SE ILGross Structural Engineers d ::425.329.4888 www.ilgross.com TAX A55F550P IP 00648100000500 AMfFVIATFP LF6& PF5CP PfION SHELL PARK DIV. NO. 1 BLK 000 D-00 - LOT 5 SUBJ ESE PUD & GEN TEL PF\,01Cf P�51CF\710N 1. PFMOLI5H FXI5TIN6 5TOPA6F POOM, MAIN FLOOP, WATFPPPOOF PFCK PIP,FCTLY Ar3OVF, MAIN LFVFL ACCF55 5TAIP,, 2nd FLOOP, WATFPPPOOF PFCK PIPFCTLY A13OVF MAIN LFVFL 2, FP,AMF NFW 5TOFA6F DOOM, MAIN FLOOD WATFPPPOOF PFCK PIPFCTLYAr30VF, MAIN LFVFL ACCF55 5TAIP,, 2nd FLOOP, WATFPPPOOF PFCK PIPFCTLY Kr OVF 3, PFU5F FXI5TIN6 FOUNDATION, NO CHANGF TO FOOiPFlNf, NO GPOUNP 1215TUFPANCF PPOP05FP, 4, NO CHANGF TO OCCUPANCY OP, U51F 3, APPLICAPLF MFCHANICAL, 6A5 & PLUMPING PFPMlf5, FLFCTPICA, TO PF APPLIED FOP, 5FPAP,ATFLY, IF P,FQUIPFP, ENGINEERING DIVISION APPROVED AS NOTED Jen UI40411" 06/11/2024 VV Nothing in the permit approval process shall be interpreted as allowing or permitting the maintenance of any currently existing illegal, nonconforming or unpermitted building, structure or site condition which is outside the scope of the permit application, regardless of whether such building, structure or condition is shown on the site plan or drawing. Such building, structure or condition may be the subject of a separate enforcement action. Jun 04 2024 Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. JUP,I5PIC110N COPF ZONING: CON5TPUCfION TYPF OCCUPANCY: LOf APFA FXI5f 5FP, FOOWPIINf FXI5f 5FP,, FINI5HFP FLOOP, APTA, 5F ATTACHFP GAP.AGF FNTP,Y PFCK >30'' OPFN neck >30'' -LOWFP, OPFN neck >30'' -UPPFP, PP,OP05FP OPFN PFCK-UPPFP, Zone RS-8 corner Flag N Setbacks: Required Actual Front 5� - -- - ;existing; =------------ Sides -- _ __ ;existing; __ __ 20 _ __ ; -- existing Rear Other Height _ existing, --------- tandard setbacks modified by PRD-1975-1. % 5CA�� 11__01 ' � �ULPN6 & 5 -r� NFOPWAION CITY OF FPMONP5 2021 0C & 2021 IPC P,5-8 / 80005f PPP-1975-1 V-13 GPOUP P, I ACPF5 / 6554 5f 1264 5f (NO CHG) 2250 sf per 5no, Ctq (NO CHG) 400 5f per 5no, Ct� (NO CHG) 102 5f per 5no,Ctq (NO CHG) 240 sf per 5no, Cti (NO CHG) 112 sf per 5no, Ct� 128 sf (Above Lower beck -No additional footprint) 13UILPIN6 HF16HT (avci grade:) 2V I -0'' / FXI5TIN6 - NO CHANGF, 5FF A-3 NO�5 5112UCTUI:F COVF PI�6F - 35 % ALLOWFP HOU5F INCL FAVF5 - 1192 PFCK INCU OVFPIHANG5 -264 FNTP,Y PFCK w-5fAl S-net COVFI: -65 5TP,UCTUI:F COVF A6F (NO CHG) -2121 5F 2121 5f / 65 4 5f- PUILPING COVI F\P6F 3257- ( NO CHG) V15 5Ff 15 THE PFPMlf PFAWIN65 ANP PFMON5VATF5 MINIMUM PULPING I?FQUII?FMFNf5 2, ALL PIPPING ANP CON5TP.UCTION TO PF rM51FP ON CITY-APPPOVFP PLAN5, PLAN5 WILL PF P05TFP ON-51TE 3 PUILPFP, WILL FIFLP-CHFCK FX1511N6 LOT PIMFN5ION5 ffOPF NP & COMMFNCING CON5TPUC110N 4, ALL APPLICAr LF UTILITIF5 TO �F N011FIFP PFFOPF COMMFNCING WOFK 5, CONVACTOP, WILL KFFP CON5TPUC110N WA5TF & PrNI5 FFOM P,,OW, CON5TPUCTION AC11VI11F5 5HALL NOT FLOCK P,,OW, 6, ALL %LPING WOPK 5HALL COMPLY WITH CUPPFNf 2021 IPC A5 APOPTFP PY CITY OF FPMONP5,, CUPPrNf FP,, ANP WA 5TATF VFN11LA110N ANP AIP, QUALITY COPF, Q, �375.00 3 44 i .1— 376.5 376 w \ 386 / mQ REMOVE &REPLACE DECKS - 2 LEVFI.S // WALKS ci� CONC 373 sf PROPANE TANK 00648100000400 8� 0064810001 9 017 PAF ENT Y 12E DECK & EXISTING STf VCHTY MAP ° - 9Ai st a za-nh vi sw 207th S onds� I F ryers Maln St Main St .__ 5. iple st rs.cia x - --.. Yost Pooly - - ---` krSt i AlGrst y WalnutSt Yost Park Terinis • 4 and Pickleball Courts 14 nwe St 9°wdorn WaY N t N 9 � O 214th PI SW 2,S�st SW F ,e st studio oktoQ z161nst sw 2161h PI SW a 2111" 11 SW 2 t hh St SW � 218mst swGoogle Mapdme, 2060 PI sW Bridge Animal n_ Referral Center V s $ 212th St SW m �•� I T 2, ash PI SW D 2, Sib S[SW 215th S[SW s f f a Chase Lake 216th St SW n Elementary School A 4 + 21Oth 111 j T 20M M.d&... Te Phv W Send Pm Feedback SOON• CITY 0r �PMOW5 PF\,AWN6 NPEX A-1 51TF PLAN, NOTF5, PPOJFCf PF5CPIP11ON & VICINITY MAP A-2 FXI5TIN6 & PFPLACFMFNf PECK PLAN5, MAIN ANP UPPFP, FLOOP, PLAN5 A-3 POOF ANP FOUNDATION PLAN5, NO CHG, HFIGHf CALC A-4 FLFVA110N5 0 / \ SS ATV DRIVEWAY SE ` CONC ` \ 389 sf ME 393.75E SO \ RAIN Q�Ci i 3 393. 392 P394 ASPH 6 PVC S C/o �R DRIVEWAY 4 SS RO 394 394.25 — — SS MANHOLE 13-65 00648100000600 373.5 APJ [�LK CL CONIC coNST CPT PFT PIM PWG GC 6" Hf AN 1TWA AN 1TWA ZNI 4� ANN,,EVAVON5 APJU5TArLF IN INCH 5CH 5CHFP1F IN5f IN5T&L 5P 5MOKF PFTFCTc r LOCKING IN51 IN51ATION 5F SQUAPF FOOT/ 5G SA1FTY GLA55 CFNTFPLINF LF LINFAP FFFT 51M 51MILAP CONCPFTF CONSTPUCITON MAT'L MATFPI& TFMP TFMPFPFP CAPPFT MPP MANUFACTUPFP TO fop OF MFCH MFCHANIC& TV TYPICAL DETAIL MIN MINIMUM PIMFN5I01N U N O UNLF55 NOTFP PPAWING N/ A NOT APPLICAr LF OTHFPWISF NO NU0FP NI 15HFP FLOOD HF16HT NT5 NOT TO 5CALF FUPNISH FOOT / FFFT PT PT 55UPF VTAf PTP PAINTED GFNFP,& CONTPACTOP, 6YP5UM W&0OAPP PFQIP PFQUIPFP PFV PFV 1510N HFIGHf POW FIGHT OF WAY �EG�NC 100 WINPOW - 5FF 5CHPULF A-2 5FCTION 50 FAN, CFM A5 NOTFP WALL 5FCTIOIN O 5MOKF PFTFCfOP DETAIL 101 POOP, - 5FF 5CHP1F A-2 APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE �._._._._._._._._._._., Hardware and fasteners in contact with I preservative -treated wood shall be of hot -dipped zinc galvanized steel, I stainless steel, silicon bronze or copper. In the absence of manufacturer's I I recommendations a minimum of ASTM A 653 type G185 zinc -coated galvanized steel, or I I equivalent, shall be used. RC R317.3.1 IBC 2304.10.5.1 I L. . . . . . . . . . . . . . . . . . . . .x City Of Edmonds Building Department Work DECK Address 9017 PARK RD Owner ASKREN Approved Date 6/10/2024 Building Official Permit Number BLD2024-0617 f�f CON1RACIN6 LLC I704'; [^f:GOK.5IGE [^.VG NE T.�.'KC fGl'Sif'FI:K, i^i'..981» b,t,ccnGact.inqJ eco7qmaiLesm p�pN11T SET CMG ��OJ�CT # Parcel # 00648100000500 ppo��cr: EGM"NIA:;, WA. >t025 sH��r 511� pI.AN & N01�5 �EGENG, `„1QNITY MAC, I?E`JI510N5 pip 5/ �O/ 24 COpp�CTION T F, P P\,AW PATE 2024�-12 5 AfTY RESUB CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 1 10— i 1 - I IL :l I G v # qoo�G bZOZ co Unf ans3U ZI��bZOZ alVd AAVM :SNDISIAId NVIJ OA16 rSNbId d001J �N;GM ';IIHG 971096 `4M `SQNOWQ� CvOd �ddd G 106 did SSW IOWMd�S`4 :;DTOM 00900000 � et9oo # 10�)Jej # ;DTOM 6J6 ;IS ;Adlj 6 6I96 bM `�ddd 1S�dOj �wi �N QAl� �QOOON �bOGI D11 -�N;DVAINOD A �ZOZ/S J,INO NOISIa ONIWVdd ib'anionais aoi I Ind WI H11AA A,jVVO� `1 �,/, j� Oj AVAAd,VjG jjjn�jd jV SIIVd dld�) NIW `UNISON WOdJ JN�)IIN 1UJM 11-b;1� Oj G1 W WiG 119r 1� OJ S�)NIIIW 1VJNOZWOH SNOIJVAJU1JG JN1WWJ;V -�NIIIW QNb AlOVISSb )�Id dOJ SIIVJld WW JTaG 11S NIW `jld 00ZjSISjdjSnW A,, VVISSb -�NIIIW N01 NJNOMOH �106 JGIGIdJGnW GlIdNIJG H%Oo -J SSbd JONNV� IdIHJG 1& OS d1WJG GlIdNIJG WAJM 6'IOQ IINJ A �Up I'ZInd A dIj SNOWWSNI G,d1TJWJnNbW dIJ IWWSNI S-NIIIW NJIVV JNnOW-1WJ dO _,,, `d1TJWJnNVW1dJ 1� OJ S-�NIIIW S1 'W �WQ 11501D 11501D „S—,CT 830170 9—f X 0-9 N30/70 9—f X 0-9 „T6—,� 1100d61�1 WOOdQ1�1 a 7—, ,TT 1 „L—, ) 9—f X 0-9 AOID 1100d61�1 c 1'VH ��Id 61GOJOaJ 'a001� JIJJn �N;9XI „i 8—,9 1 „i C—,9T DO 0-9 X 9—Z @ P ED oJNINIQ NON �ll� OUo 00 O� 3MOHS O I I I ,0s ��d00d1 b� 9X9 „bZ i N0 i i i &3070 9—f X 0-9 �—D X 0—D 2/30/70 O l —£' X 0-9 83GI70 P—f X 0- 1z L ,2 L-18 ,r 6—,OT vr, TT 1—/ w9 Zlxt7 X2 GI3 3A9111MdO -�O 3QI5 01. 031.Nf10W 1d 13g1.5 ..o6 X 27A M3N m 1` OIXZ (Z) id I � T ;HNC I o o j l 5N011'd�01 (5) w AN'✓IIH) , N01;3JS SI HJ fU 1H013H ONI1Pd?J Ol do ON31X3 M0129 >IO30 30.91 9 0lXZ Id W021� 150d 9Xt- OIXZ (Z) ld ' I � 1 X Idols d0� GIddid I r 30.91 PDO1XZld I h � X �noWJ� o �O �WQ Ajo;- PIZ ' �NIJ- M o I � I — — — — — — — — — — — OIXZ (Z) id ' ,OT 1 10— 1 1 1L ��Id 61GOJOdJ /�NUGVI d001� NVA �NUGVI \__'i ��P6 CGNT GkGIATO� 1'-4" 0 GHM6�5 P P6� 4163 AVG G P,,Ab� �589 ,8 P6 , HT 27' 0" 8" - 4„ ( - )WA�� HT VAP\,1�5 k5fN6 FOUNPAfVN & FOOT�P\5j No GH6 T. Sp OVWWAS4S4 al 1116 43713 ALfol �4 SI�NALE� FOR STRUCTURAL FRAMING DESIGN ONLY 5/2024 f�f CON112ACTING ��C 1704� INOA5M ��vp �� P�P\Mf SET bpi Pp\,01Cf # Parcel # 00648100000500 pp\,OjEcf: poi% pAr.K FO?r 9B JZb 5H��f: EXISTING FOUNGA110N & p00F P�AN f��/G N�IGNT NO CH65 P\,�V60N5: RAW PA� 2024-3-12 5 �EAT11' RESUB CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ShBCt #' P,V FXI5fM OvFp1 50V boos 387.3 STORAG 510P,�6F APFA 59N6 6'' FXF TK CFM, WCH FXI5M6 HOU5F 393.5 SAGE FF 61AZIN6 fO �F TFM PFp MFp Tab 5' — 4" 11' 21'-10" 5C&,, 41'' _ � ' ,O'' 001 5'-6" I, 4'-6" I Nl/ LAN\l LA VV VI/I UI\V/�Vl�li� I II 389.2 11 170100 0i BASEMENT FF (�2) pAII N 6 5 NOT SHOWN FOP, CKAQTY fO COMp1Y WITH 312 11PF9bFNf1AK bFCKS" c� NOp\,TH 5c&� 41, l -011 5OL-ITH- 11 -- I,511 �inaru l I NI NL/ I I/ V V, U, A so 0 0 0 0 0 0 0 0 0 0 0 416.8 RIDGE 'ic m ICU c� 393.5 GARAGE FF BASEMENT FF 386.3 'I 1�r G0HTP\,AC1H6 ��C 17043 IN00K51b� ��Vb N� �W FOp�51" pApK, WA 98155 b,t,contractinq,llc@qmail ,com P� P\Mf sir eye Pp\,01Cf # Parcel # 00648100000500 PF'01cf: ASKP\M-NOW�S b�CK �&p 9017 PApK pOAP �bMONbS, WA 98026 5H��f: ��VAION5 P\,�V90H5: PP\,AW PA� 2024-�-12 RESUB Jun 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 51�ee� # GDERAL 81114 1RAL NOES (The following apply unless shown otherwise on the plans) CRTTERA I. ALL NEW MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2021 EDITION). 2. DESIGN LOADING CRITERIA ROOF LIVE LOAD (SNOW, IRREDUCI5LE, NOT INCLUDING DRIFT) 25 PSF PG =25 P5F,15=1.0, CE=1.1, CT=1.1, C5=1.0 FLOOR LIVE LOAD (RESIDENTIAL) 40 P5F FLOOR LIVE LOAD (RESIDENTIAL 5ALCONIES) 60 PSF STAIR AND CORRIDOR LIVE LOAD, NON REDUCIBLE 60 P5F DESIGN LOADING CRITERIA - LATERAL LOADS WIND VULT = 100 MPH (3-5ECOND GUST), Vc� 5 = 11 MPH (3-SECOND GUST) ENCLOSED BUILDING, ?XPO5URE 'C', KZT=1.0 DIRECTIONAL PROCEDURE PER ASCE 1-16 CH21 EARTHQUAKE RISK CATEGORY 2, IE =I D 55 =1284 , 51 = 0,452, SITE GLASS = D (ASSUMED), FA= 12, FV =1.84 5D5 = 1.02, SDI = .56, 5DC = D, 55FR5 = EXISTING WOOD SHEAR WALLS R = 6.5 DESIGN LOADING CRITERIA - DEAD LOADS FLOOR DEAD LOAD (DECK) 8 PSF ROOF DEAD LOAD 14 PSF FLOOR DEAD LOAD (RESIDENTIAL UPPER FLOORS) 15 PSF WOOD FRAMED WALL DEAD LOAD (INTERIOR/EXTERIOR) 8/II PSF CONCRETE WALL DEAD LOAD (8" WALLS) 100 PSF SEE PLANS FOR ADDITIONAL LOADING CRITERIA 3. STRUCTURAL DRAWINGS SHALL 5E USED IN CONJUNCTION WITH ARCHITECTURAL AND ALL OTHER DISCIPLINESDRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATI5ILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. DISCREPANCIES: THE CONTRACTOR SHALL INFORM THE ENGINEER IN WRITING, DURING THE 51DDING PERIOD, OF ANY DISCREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS OR OF ANY VARIATIONS NEEDED IN ORDER TO CONFORM TO CODES, RULES AND REGULATIONS. UPON RECEIPT OF SUCH INFORMATION, THE ENGINEER WILL SEND WRITTEN INSTRUCTIONS TO ALL CONCERNED. ANY SUCH DISCREPANCY, OMISSION, OR VARIATION NOT REPORTED SHALL 5E THE RESPONSIBILITY OF THE CONTRACTOR, AND WORK SHALL 5E PERFORMED IN A MANNER AS DIRECTED 5Y THE ENGINEER 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST 5E FIELD VERIFIED 5Y THE CONTRACTOR OR THE CONTRACTOR'S SUBCONTRACTOR 5. CONTRACTOR SHALL PROVIDE TEMPORARY 5RACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE SEEN COMPLETED IN ACCORDANCE WITH THE PLANS. ERECTION PLANS AND INSTALLATION OF SHORING SYSTEMS ARE THE RE6PONS151LITY OF THE CONTRACTOR AND THE SHORING SUPPLIER THE SHORING SHALL NOT 5E SUPPORTING ON THE EXISTING STRUCTURE. CHANGES IN FIELD CONDITIONS DURING CONSTRUCTION WILL REQUIRE RE-EVALUATION 5Y THE CONTRACTOR AND THEIR SHORING INSTALLER (b. CONTRACTOR SHALL 5E RE5PON6I5LE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO F'ERFOR 1 THE WORK 1. CONTRACTOR -INITIATED CHANGES SHALL 5E SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ONLY ON SHOP DRAWINGS WILL NOT SATISFY THIS REQUIREMENT. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS AIRE NOT SPECIFICALLY INDICATED BUT ARE OF 51MILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL 5E USED, SUBJECT TO REVIEW AND APPROVAL 5Y THE ARCHITECT AND THE STRUCTURAL ENGINEER S. ALL STRUCTURAL SYSTEMS WHICH AIRE TO 5E COMPOSED OF FIELD ERECTED COMPONENTS SHALL 5E SUPERVISED 5Y THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED 5Y THE SUPPLIER 10. STRUCTURAL ELEMENTS FREQUENCY OFIN5PECTON CODE REFERENCE CONCRETE DRILLED AND EPDXIED 5OLT5, RODS AND ANCHORS PERIODIC 15C 1509.1 4 TA5LE 11053 EXPANSION DOLTS AND THREADED EXPANSION INSERTS PERIODIC I5C TA5LE 11053 SHALL BE SUPERVISED IN ACCORDANCE WITH SECTION 10S, SECTION 1104, AND SECTION 1108 OF THE INTERNATIONAL 5UILDING CODE AND THE PROJECT SPECIFICATIONS 5Y A QUALIFIED TESTING AGENCY DESIGNATED 5Y THE ARCHITECT. THE ARCHITECT, STRUCTURAL ENGINEER, AND SEATTLE DEPARTMENT OF PLANNING AND DEVELOPMENT SHALL 5E FURNISHED WITH COPIES OF ALL INSPECTION REPORTS AND TEST RESULTS. GEOTEP1WU"dl II, FOUNDATION AND 5LA5 NOTES: SU5-GRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION, AND FILLING REQUIREMENTS, SHALL CONFORM STRICTLY WITH FECOMMENDATION5 GIVEN 5Y THE INDIVIDUAL TESTING AGENCY OR LOCAL 5UILDING OFFICIAL AT THE TIME OF EXCAVATION. FOOTINGS SHALL SEAR ON SOLID UNDI5TUR5ED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL OR 50TH) AT LEAST 18' BELOW LOWEST ADJACENT FINISHED GRADE. FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS (OR IN DETAILS) AIRE MINIMUM AND FOR GUIDANCE ONLY. THE ACTUAL ELEVATIONS OF FOOTINGS MUST 5E ESTABLISHED 5Y THE CONTRACTOR IN THE FIELD WORKING WITH THE TESTING LA5 OR 5UILDING INSPECTOR 5ACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR FILL AND PROVIDE FOR SU56URFACE DRAINAGE. ALLOWABLE SOIL PRESSURE 1500 PSF (ASSUMED) LATERAL EARTH PRESSURE (RE5TRAINEDA NIRESTRAINED) 55 PCF/35 PCF (ASSUMED) PASSIVE EARTH PRESSURE 250 PCF (ASSUMED) SEISMIC EARTH PRESSURE 1H (ASSUMED) COEFFICIENT OF FRICTION 035 (ASSUMED) 12. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL 5E INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER 5UITA5LE TO THE WORK SEQUENCES. EXISTING REINFORCING SHALL 5E SAVED WHERE AND AS NOTED ON THE PLANS. SAW CUTTING, IF AND WHERE USED, SHALL NOT GUT EXISTING REINFORCING THAT 15 TO 5E SAVED. DEMOLITION DEBRIS SHALL NOT 5E ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DE5RI5) ON EXISTING FLOOR SYSTEMS TO 40 P5F. A. ALL NEW OPENINGS THROUGH EXISTING WALLS, SLA55 AND 5EAM5 SHALL 5E ACCOMPLISHED 5Y SAW GUTTING WHEREVER POSSI5LE. 5, CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO CUTTING ANY OPENINGS. C. SMALL ROUND OPENINGS SHALL 5E ACCOMPLISHED 5Y CORE DRILLING, IF POSSIBLE. D. WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE, THREADED 5AR5 INTO THREADED EXPANSION INSERTS IN EXISTING CONCRETE SHALL 5E PROVIDED TO MATCH HORIZONTAL OR VERTICAL REINFORCING, UNLESS OTHERWISE NOTED ON PLANS. 13. CONTRACTOR SHALL CHECK FOR DRYROT AT ALL EXTERIOR WALLS, EXISTING TOILET ROOM FLOORS AND WALLS, AREAS SHOWING WATER STAINS, AND ALL WOOD MEMBERS IN 5A5EMENT AND CRAWL SPACES. ALL ROT SHALL 5E REMOVED AND DAMAGED MEMBERS SHALL 5E REPLACED OR REPAIRED AS DIRECTED 5Y THE STRUCTURAL ENGINEER OR ARCHITECT. cacpam 14. EPDXY -GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL 5E GROUTED WITH HIT HY-200 ADHESIVE ANCHOR SYSTEMS AS MANUFACTURED 5Y HILTI, INC. OR SET-33 HIGH STRENGTH ADHESIVE ANCHOR SYSTEM AS MANFACTURED 5Y 5IMP50N STRONG -TIE OR AN ENGINEER APPROVED ALTERNATE THAT HAS I.C.0 TEST DATA FOR THEIR SPECIFIC PRODUCT AND APPLICATION. INSTALL IN STRICT ACCORDANCE WITH I.C.0 REPORTS FOR SPECIFIC EPDXY UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS. HOLE 51ZE SHALL BE 1/8' LARGER THAN 5AR, ROD OR DOLT SIZE. NOTE: NO WELDING 15 TO TAKE PLACE WITHIN 24'' OF HARDENED EPDXY, 15, EXPANSION 5OLT5 INTO CONCRETE SHALL 5E KWIK 5OLT TZ WEDGE ANCHORS AS MANUFACTURED 5Y HILTI, INC OR APPROVED EQUAL INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS, INCLUDING MINIMUM EM5EDMENT REQUIREMENTS. SPECIAL INSPECTION 15 REQUIRED FOR ALL EXPANSION DOLT AND INSERT INSTALLATION. ANCHORS SHALL HAVE A CURRENT ICC REPORT. 16. FRAMING LUMBER SHALL SE KILN DRIED, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L13. STANDARD GRADING RULES FOR WEST COAST LUMBER NO.1(6, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS, UNLESS OTHERWISE NOTED ON THE PLANS: PT DECK JOISTS: (2 X MEMBERS) HEM FIR 02 MINIMUM BASIC DESIGN STRESS, F5 = 800 PSI (3 X AND 4 X MEMBERS) DOUG FIR 12 MINIMUM 5ASIC DESIGN STRESS, F5 = S00 P51 5EAM5 AND STRINGERS: (INCLUDING b X 10 AND LARGER MEMBERS) DOUG FIR w1 MINIMUM 5ASIC DESIGN STRESS, F5 = 1200 P51 POSTS AND TIMBERS: ((o X 6 AND LARGER) DOUG FIR 12 MINIMUM 5ASIC DESIGN STRESS, F5 = S00 P51 STUDS, PLATES 4 MISCELLANEOUS LIGHT FRAMING: DOUG FIR STANDARD GRADE MINIMUM 5ASIC DESIGN STRESS, F5 = 515 P51 PRESSURE TREATED FRAMING: LEDGERS, AND PLATES HEM FIR STUD GRADE MINIMUM 5ASIC DESIGN STRESS, F5 = 600 P51 11. ENGINEERED LUMBER SHALL 5E DESIGNED AND MANUFACTURED TO THE STANDARDS SET FORTH IN ASTM P5456, ICC ES REPORT ESR-1381, AND THE CANADIAN CONSTRUCTION MATERIALS CENTRE (GCMG) REPORTS NO. 11161-R (PSL ONLY) AND 12621-R (L5L ONLY). EACH PIECE SHALL SEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NATIONAL R=5EARCH 50ARD NUMBER, AND THE QUALITY CONTROL AGENCY. ALL MEMBERS AIRE TO 5E FREE OF MECHANICAL CONNECTIONS IN FULL-LENGTH MEMBERS. ADHESIVES SHALL 5E OF THE WATERPROOF TYPE CONFORMING TO THE REQUIREMENTS OF ASTM D-255S. PARALLEL STRAND LUMBER (P5L): FS = 2500 P51, E=210X 1lf6P51, FV =250 PSI. LAMINATED STRAND LUMBER (L5L): F5 = 2250 PSI, E=1.5X 10 PSI, FV =400 PSI. LAMINATED VENEER LUMBER (LVL): F5 = 2800 PSI, E=2.OX 106PSI, FV =286 P51 DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED SY THE TRZ-JOIST CORPORATION. ALTERNATE MANUFACTURERS MAY SE USED SUBJECT TO REVIEW AND APPROVAL 5Y THE ARCHITECT AND STRUCTURAL ENGINEER, ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY 5E SU55TITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL PARALLAM SEAM HANGERS AND OTHER HARDWARE SHALL 5E COMPATIBLE IN SIZE WITH SEAM PROVIDED, USE 'MGU' SERIES HANGERS AS REQUIRED TO FIT SEAM U.OX 18. PLYWOOD SHEATHING SHALL 5E GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH DOC PSI. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS. 1S. ALL WOOD MEM5ER5 EXPOSED TO WEATHER OR IN DIRECT CONTACT WITH SOIL SHALL 5E PRESSURE -TREATED WITH ALKALINE COPPER QUATERNARY (ACQ). ALL WOOD MEM5ER5 (INCLUDING PLATES) IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -TREATED WITH 5ODUIM 50RATE (55X). ALL METAL CONNECTORS IN CONTACT WITH 'ACQ' PRESSURE -TREATED LUMBER SHALL 5E TYPE 304 OR 316 STAINLESS STEEL. THI5 INCLUDES WASHERS, SCREWS, NAILS, HANGERS, AND ANY OTHER MISCELLANEOUS LT. GAGE METAL CONNECTORS. WHERE ACQ LUMBER 15 USED IN INTERIOR CONIDITION5, G185 ('HOT -DIP' GALVANIZED TO 1.85 OUNCES PER SQUARE FOOT) METAL CONNECTORS MAY 5E USED IN LIEU OF STAINLESS STEEL. METAL CONNECTORS 1/2' THICK OR GREATER NEED NOT 5E GALVANIZED FOR INTERIOR USE. METAL CONNECTORS 1/2' THICK PLUS ARE TO 5E GALVANIZED FOR EXTERIOR USE, UNLESS SPECIFIED OTHERWISE 5Y THE ARCHITECT. 20, TIM13ER CONNECTORS GALLED OUT 5Y LETTERS AND NUM5ERS SHALL 5E 'STRONG -TIE' 5Y SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NO.G-2024. EQUIVALENT DEVICES 5Y OTHER MANUFACTURERS MAY 5E 5U55TITUTED, PROVIDED THEY HAVE IC50 APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED 5Y MANUFACTURER CONNECTORS SHALL 5E INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR DOLTS IN EACH MEMBER ALL DOLTS IN WOOD MEM5ER5 SHALL CONFORM TO ASTM A301. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL 5OLT5 AND LAG SCREWS SEARING ON WOOD. UNLE56 NOTED OTHERWISE, ALL NAILS SHALL 5E COMMON. ALL SHIMS SHALL 5E SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL JOISTS SHALL 5E CONNECTED TO FLUSH 5EAM5 WITH 'U' SERIES J015T HANGERS. ALL DOUBLE OR TRIPPLE J015T SEAMS SHALL 5E CONNECTED TO FLUSH 5EAM5 WITH "HU" SERIES JOIST HANGERS, 21. WOOD FRAMING NOTES-- THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL 5E CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL 5UILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TA5LE 2304.10.1 OF THE INTERNATIONAL 5UILDING CODE. UNLE56 NOTED OTHERWISE, ALL NAILS SHALL 5E COMMON. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL 5OLT5 AND LAG SCREWS BEARING ON WOOD. 5. WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL 5E 2 X 4 STUDS B IV O.C. AT INTERIOR WALLS AND 2 X b a IV O.C. AT EXTERIOR WALLS. TWO STUDS MINIMUM SHALL 5E PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO 2 X 8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID 5LOCKING FOR WOOD COLUMNS SHALL 5E PROVIDED THROUGH FLOORS TO SUPPORTS 5ELOW. PROVIDE CONTINUOUS SOLID 5LOCKING AT MID -HEIGHT OF ALL STUD WALLS OVER 8' IN HEIGHT, ALL STUD WALLS ATTACHED TO CONCRETE FOUNDATION WALLS SHALL HAVE THEIR LOWER WOOD PLATES 5OLTED WITH 5/8' DIAMETER ANCHOR DOLTS ® 6'-0' O.G. WITH 3' X 3' X 1/4' SQUARE WASHERS OR 3' DIAMETER ROUND WASHERS UNLESS OTHERWISE NOTED. LAYOUT OF WALL PLATES, STUDS, AND ANCHORS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 2308.E OF THE 2016 15C, ALL SILL PLATE PIECES SHALL HAVE A MINIMUM OF TWO ANCHOR 5OLT5 EM5EDED INTO CONCRETE, WITH THE FIRST ANCHOR 5OLT LOCATED NOT MORE THAN 12" FROM THE END OF THE PLATE, AND NO CLOSER THAN 4" TO THE ENDALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16D NAILS AT 12' O.C. STAGGERED. UNLESS INDICATED OTHERWISE. INDIVIDUAL MEM5ER5 OF 5UILT-UP POSTS SHALL 5E NAILED TO EACH OTHER WITH 16D 6 12' O.C. STAGGERED. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING, WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALL50ARD ON INTERIOR SURFACES AND APA RATED WOOD SHEATHING ON EXTERIOR SUWAGES NAILED TO ALL STUDS, TOP AND 50TTOM PLATES AND 5LOCKING WITH NAILS AT 1' O.G. USE 51) COOLER NAILS FOR 1/2' GWB AND 6D COOLER NAILS FOR 5/8' GWB. USE SD COMMON, GALVANIZED NAILS FOR EXTERIOR SHEATHING. G. FLOOR AND ROOF _FRAMING : PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND MORE THAN ONE-HALF OF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE 5RIDGING a 8' O.C. AND SOLID 5LOCKING AT ALL BEARING POINTS. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. TOENAIL JOISTS TO SUPPORTS WITH TWO 16D NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR 5EAM5 WITH SIMPSON METAL J015T HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI -JOIST 5EAM5 TOGETHER WITH Ib0 e 12' O.C. STAGGERED. UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL 5E LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH SD NAILS 6 6' O.C. TO FRAMED PANEL EDGES AND OVER STUD WALLS AS SHOWN ON PLANS AND e 12' O.C. (10' O.C. AT FLOORS) TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTSARUSSES AT UNBLOCKED ROOF SHEATHING EDGES OR PROVIDE SOLID BLOCKING. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE -AND -GROOVE JOINTS AT UN5LOCKED EDGES OR SHALL 5E SUPPORTED WITH SOLID BLOCKING. TOENAIL 5LOCKING TO PLATE WITH 1bD 6 12' O.C. OR (2)16D EACH END AT SUPPORTS UNLESS OTHERWISE NOTED. AT BLOCKED FLOOR AND ROOF DIAPHRAGMS, INSTALL FLAT 2X BLOCKING AT ALL UNFRAMED PANEL EDGES AND NAIL WITH EDGE NAILING SPECIFIED. D. NAILING: MINIMUM NAIL DIAMETER AND LENGTH SHALL 5E AS FOLLOWS: NAIL SIZE ON DRAWINGS OR DETAILS DIAMETER AND LENGTH SHEATHING NAILS 8p 0.131' X 2 ''/4' 10D 0.148" X 2 ''/z' FRAMING NAILS Sp 0.131" X 2 ''/z' 101) 0.148" X 3" 16p OM01" X 3 ''/z' I.L. GROSS STRUCTURAL ENGINEERS 23914 5Gth Avenue W. — Suite 200 Mountlake Terrace, WA 98043-5263 Ph; (206) 623-0769, (425) G40-7333 www.ilgro55.com U ui � o W �� Q J � � Q < cn _ �z ' o 0 z rn � LU o � w Q REVISIONS NO DATE DESCRIPTION TITLE GENERAL STRUCTURAL NOTES DE51ONED MTS DRAWN KMH GHEOKED MTS DATE 05/03/2024 .MOB NUMBER RFSIIR SHEEThq-03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES R1NT .0 REVIEW LANDING BEAM SIXES PER PLAN NOTCHED 2xl2 STAIR STRINGER PER PLAN SIMPSON L5C 5TF CONNECTOR OR LU5 SERIES HANGER MAIN FLOOR PER WALL PER PLAN LAN5 MIN. (2) 2x RIM BM 1015TS (OR SINGLE 2x RIM WITH 2x BLOCKING :ER5 BEARING WALL 20/54.0 8 FNDN BELOW PER PLAN 4 SECTIONS STAIR EDGE SECTION WN IWE SECTION VIEW SEARING WALLS STUD SIZE MAX. D i (NOTCH) MAX. D2 (NOTCH) 2x4 43/411 3x4 11/411 2x( 11/411 2 1/411 26 13/4 3" STUD SIZE AND SPACING PER PLAN AND DETAIL $" GLR. MIN. NON -SEARING WALLS STUD SIZE MAX. D i (NOTCH) MAX. D2 (NOTCH) 2X4 41 3x4 4 211 2X6 2 1/411 3 1/411 2x8 3" 41/4" NOTE: HOLE AND NOTCH SIZE FOR NON -BEARING WALLS MAY BE USED FOR BEARING WALLS IF REQUIRED NUMBER OF STUDS ARE DOUBLED. THI5 MAY ONLY BE USED AT TWO CONSECUTIVE STUDS IN ANY ONE WALL. ALLOWABLE HOLES 4 NOTCHES IN STUDS 6 BEAM PER PLAN SIMPSON ECCQ CAP AS REQUIRED TO FIT BEAM. EPBZ P05T CAP OK AT BEAMS 412 OR SMALLER P05T OR STUD PACK PER PLAN BEAM TO POST BELOW CONNECTION -END CONDITION11 BEAM EACH SIDE WHERE OCCURS == AM 0=0 01 A"I PER SCHEDULE 20/64.0 DECKING PER PLAN 0/ 3/4'' PL -DECK JOISTS PER PLAN 3x LEDGER W/ 1/4"� X (o" SD5 SCREWS 6 12 "or - STAGGERED IN (2) ROWS SECTION AT TYPICAL DECK LEDGER 7 BEAM PER PLAN 5IMP60N CCQ COLUMN CAP AS REQ'D TO FIT BM PBX CAP OK At 412 AND SMALLER POST BELOW PER PLAN TYPICAL 5EAM TO POST 5ELOW CONNECTION 12 PER PLAN TED PCZ CAP _AM BEAM PER PLAN DECKING PER PLAN 0/ 3/4" PLYUD SLOPED 2x JOISTS PER PLAN W/ HANGERS PER SCHD RAILING POST PER ARCH (BEYOND) POST SUPPORT BEYOND PER PLC PROVIDE MIN (1) /2" ANCHOR BOLT WITHIN 24" OF POST (EX OK) BEAM PER PLAN AT PORCH EDGE SECTION AT DECK EDGE BEAM Pt POST or STUD PACK t0 DECK BEAM ABOVE NEW CBO POST BASE ANCHORED TO EX SILL PLATE EXISTING STEM WALL dli. EXISTING STORAGE AND FOUNDATION TO SLAB ON GRADE 70 REMAIN. ' ° REMAIN IN PLACE d, a. a a . .a d' A. G 4 C d a a . :a 3 NEW DECK POST/STUD PACK ONTO EX CONIC STEM WALL 8 FULL DEPTH BLOCKING BTUN JOISTS AS REQ'D DECK BEAM SET LOW PER PLAN - DECKING PER ARCH'L PLANS DECK JOISTS PER PLAN. JOISTS MAY BE SPLICED AT BEAM HEIGHT CONTRACTOR's OPTION 13 PRE-MANUF. RAILING POST LAYOUT PER ARCH'L EX. WALL A7 UPPE DECKING PER FLOOR t0 REMAIN PLANS 0/ 1/4' PLYWD 5HTHG DECK JOISTS EX, FLOOR PER PLAN PER PLAN RAIL MOUNTING fE 4 ANCHORS PER MANUF. EXISTING RIM JST TO REMAIN EDGE BEAM PER \_ SLOPED DECK PLAN (MIN 2-2x) JOISTS PER PLAN W/ JOIST HANGERS PER 5CHD 20/54.0 RAILING ATTACHMENT TO DECK BEAM 4 CONT. RIM BEAM PER PLAN. ATTACH TO EX RIM W/ 1/4" � x6" SDS SCREWS AT 12" oc EX. MAIN FLOOR WALL TO REMAIN DECK CONNECTION AT OFFSET FLOOR 5 DE NNE SE L R SEE 5/64.0 FOR ADDITIONAL DECK AND FLOOR CALLOUT5 DECK JOISTS NEW POST PER PLAN EXISTING BASEMENT PER PLAN EXISTING RIM JST WITH ABU POST BASE BEARING WALL TO TO REMAIN FOR DECK ABOVE REMAIN EXISTING STORAGE EXISTING STEM WALL 1/4' SPACE SLAB -CUT/ d AND FOUNDATION TO =_KN REMOVE AS REQUIRED REMAIN. 1 ° ° ° ° FOR FULL BEARING At L6x3x3/s ANGLE x8' - POST d . LONG BEARING SEAT EXISTING BASEMENT FOR NEW DECK RIM ' SLAB ON GRADE TO W/ (3) 1/4"x3" 3" oc N REMAIN IN PLACE SDS SCREWS NEW /2 TH PLATE a d At CANTILEVERED j a a (12) 1/4"0 x21/2" SDS BEAM SUPPORT. NEW GONG BEARING d ° SCREWS INTO EX EXTEND MIN 24" . <. PAD FROM EX FNDN UP a BEAM AT END PAST POST TO NEW POST. .a . ATTACH WITH 1/4"Ox d .a . d' a. 4x6 OR (3) 2X4 21/2" SDS SCREWS CORNER POST AT AS SHOWN MAIN FLOOR WALL (FIELD VERIFY) 9 10 W POST T O STORAGE NEW DECK P SE N Ex RAGE S LAB U SUPPORT M UPGRADED PP RT BEA A T 2 LEVEL DECK SHEATHING PER PLC`"' SHIM AS REQV F( 5HEAHTII NAILING � OF WALL �EXTERIOR FACE I� OF SHEATHING GLU-LAM OR SAW BEAM PER PLAN MULTI -STUD COLUMN HEADER PLACEMENT AT MULTI -STUD SUPPORT BEAM AND J015T nlyrn rt-r r1 Avi JOIST HANGERS PER SCHEDULE 20/54.0 t I OF POST 4 BEAM SHIM AS REQ'D FOR 5HEATTING NAILING P05T PER PLAN HEADER PLACEMENT POST OR COLUMN BEAM TO BEAM CONNECTION 16 POST TO BEAM BELOW CONNECTION 17 LOW SUPPORT BEAM A7 DECK 18 TYPICAL INTERIOR BEAM SECTION 19 TYP. DOUBLE TOP iE GLU-LAM OR SAWN BEAM PER PLAN OR DOUBLE JOIST HEADER PER SCHEDULE BELOW .. 'Lc' HEADER SCHEDULE U.ON, NON -BEARING WALLS; (2)2x6 BEARING WALLS WHERE NO HEADER IS CALLED OUT: Lc < 3'-(o" (2)2x6 Lc <5'-0" (2)2x8 Lc <T-0" (2nx10 TYP. STUDS DOUBLE STUD BEARING: NAIL TO STUD IN ACCORDANCE W/ GENERAL NOTES. TYPICAL HEADER U.OX nPIC& W*491R WiWULE BEAM 51ZE HANGER REQUIRED CAP. (Kips) 2x SAWN RAFTERS LU (OR LUS) SERIES 1.06 (2) 2x10 OR LESS U210-2 (OR SIM) 1.86 (2) 2X12 HU212-2 (NAIL ALL HOLES) 2.95 31/2' x 111/s" LVL or PSL HUCQ412-5D5 5.5E 410 or 412 BM HUCQ410-5D5 331 2xl0 JOISTS U210 or HU21OTF 124 2x12 JOISTS U210 OR HU212TF 124 HANGERS SPECIFIED IN SCHEDULE OR ON PLANS ARE MANUFACTURED BY 5IMP50N STRONG TIE, INC. UNLESS OTHERWISE NOTED, CAPACITIES ARE BASED ON THE M05T RECENT CATALOGUE AND ICC REPORTS FOR THE MODELS LISTED. 15 I ALTERNATE HANGERS MAY BE SUBSTITUTED At THE CONTRACTOR OR OWNER'S OPTION, PROVIDED THEY ARE APPROVED BY THE ENGINEER OF RECORD AND HAVE A CURRENT ICC REPORT STATING THEIR CAPACITY MEETS OR EXCEEDS THE DESIGN CAPACITY LISTED ABOVE. DESIGN CAPACITIES LISTED ARE BASED ON Douglas Fir FRAMING LUMBER AS STATED IN THE GENERAL STRUCTURAL NOTES AND GENERAL FLOOR LOADING. 20 I.L. GROSS STRUCTURAL ENGINEERS 23914 5Gth Avenue W. — Suite 200 Mountlake Terrace, WA 98043-5263 Ph: (206) 623-0769, (425) G40-7333 www.ilgrO55.COM 05/2024 U Uj 0 U) o UJ C) CID a J 0 < cn z ' o 0 z rng W o ry w Q REVISIONS NO DATE DE50RIPTION TITLE TYPICAL DECK FRAMING DETAILS AND SCHEDULES DESIGNED Mrs DRAWN KMH GHrGK#=D MTS DATE 05/03/2024 JOB NUMBER RPSUR SHEEThq'03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES LWbRART"NT S2.0 V KII2kTJi