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BLD2024-00349 SFR - BLD Application - 3/13/2024 (2)
Permit No:OL'Q MASON COUNTY � �1 COMMUNITY DEVTLOPMENT 'RECEIVED Permit Assistance Center,Building,Planning BUILDING PERMIT APPLICATION MAR 13 2024 PROPERTY OWNER INFORMATION: CONTRACTOR I FOI VATIOINI NAME: nand W avid C(orfa JnAd /Ids/ NAME: r MAILING ADDI;ZESS: j aax iR(o(o MAILING ADDRESS: CITY: fca(r STATE:_)6(A_ZIP: q-Gg CITY: STATE: ZIP: PHONE#1: -6-0 354-0 -Arlt? PHONE: CELL: PHONE#2: o EMAIL: EMAIL: L&I REG# EXP.--- PRIMARY CONTACT: OWNER CONTRACTOR❑ OTHER❑ NAME ` EMAIL Gtc1 e k/i( QlYK}/ Coo? MAILING ADDRESS F0 oh2s Iq CITY r S ATE .+ 7.IP 9,Q�� PHONE CELL PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number) ZONING f i R.13 LEGAL DESCRIPTION(Abbreviated)� f—A pf Ti•2 d 1 of�I�f 3 ;x,�,r1�RE DISTRICT a,jiEi SITE ADDRESS "j DIRECTIONS TO SITE ADDRESS _IUof7i5 r1oPg- Rd to A r�s5 n/� I f Rtvi' Si o IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YESQ NO❑ SNOW LOAD: psf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all tha,apply): SALTWATER 51 LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM[] TYPE OF WORK: NEW J@ ADDITION❑ ALLTERATION❑ REPAIR❑ OTHER R2�G!I 111E USE OF STRUCTURE(Residence,Garage,Comwrda/Bldg.Eir)I1Q�f dP Y1CaP_ _ IS USE: PRIMARY,® SEASONAL❑ NUMBER OF BEDROOMS_ Z NUMBER OF BATHROOMS HEATED STRUCTURE? YES(WhoteBldgl,@ YES(ParrjsjofBldg)❑ NO❑ j)ESCRIBE WORK L U(Ids SQUARE FOOTAGE:(proposed) ISTFLOOR-qlasq.fL 2ND FLOOR_8jjQ sq.ft 3RD FLOOR sq.ft. BASEMENT sq.ft. DECK I65 sq.ft. COVERED DECK sq.ft. STORAGE sq.ft OTHER sq.ft GARAGE sq.& Attached❑ Detached❑ CARPORT sq.ft Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: /V,4. *4 COPIES OF THE FLOOR PLAN REQUIRED* MAKE MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER ENVIRONMENTAL HEALTH: SEWAGE/SEWER SOURCE: SEPTIC15 SEWER❑ / NEW❑ EXISTINGR PLUMBING IN STRUCTURE? YES J8' NO❑ /fyes,attach completed Water Adequacy Form PERIMETERNOUNDATION DRAINS PROPOSED? YES)( NO[] EXISTING SQ,FT. 9 _ EXISTING BEDROOMS_2_— PROPOSED BEDROOMS__?. — TOTAL BEDROOMS OWNER acknowledges that submission of Inaccurate Information may result in a stop work order or permit revocation.Acknowledgement of such is by signature below.I declare that I am the owner and I further declare that I am entitled to receive this permit and to do the work as proposed.I have obtained permission from all the necessary parties,including any easement holler or parties of Interest regarding this projecL The owner or legal representative,represents that the Information provided is accurate and grants employees of Mason County access to the above described property and sWcturs(s)for review and inspection. This permittappllcation becomes null 6 void if work or authorized construction Is not commenced within 180 days or If construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON COUNTY CODE 14.08.42) "nature of OWNER(Mustbe/ftned bv the OWNER Date DEPARTMiNTAL REVIEW 1 PROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT L FIRE MARSHAL PUBLIC HEALTH WILEY RESIDENCE �y BELFAIR, WASHINGTON �w + SITE ADDRESS RA2 • REPRESENTS SHEETS SUBMITTED PROJECT DESCRIPTION VICINITY MAP DRAWING DESCRIPTION DATE N 11991 NE NORTH SHORE RD COVER SHEET 2.27.24 DEMOLITION OF EXISTING RESIDENCE. NEW 2 BEDROOM, 3 BATH SINGLE BELFAIR, WASHINGTON FAMILY RESIDENCE TO FIT INSIDE OF EXISTING BUILDING FOOTPRINT. 98528 ARCHITECTURAL: - SITE PI AN 2.27.24 CODE DATA OWNER ADDRESS FIRST FLOOR PLAN, SECOND FLOOR PLAN •27.24 PROJECT NAME: WILEY RESIDENCE 11971 NE NORTH SHORE RD FOUNDATION PLAN ROOF PLAN .27.24SITE ADDRESS: 11991 NE NORTH SHORE RD BELFAIR, WASHINGTON ELEVATIONS .27.24 BELFAIR, WA 98528 98528 BUILDING SECTIONS DETAILS 2.27.24 PARCEL/TAX ID: 32226-42-00211 LOCAL JURISDICTION: MASON COUNTY CODES UTILIZED: 2018 !RC 2018 IFC 2018 IMC jl ARCHITECT 2018 UPC 2106BCRA STRUCTURAL: ZONING CLASSIFICATION: RURAL RESIDENTIAL 5 ACRES ` j 2106 PACIFIC AVE. SUITE 300 ® • TACOMA, WASHINGTON 98402 r12 GENERAL STRUCTURAL NOTES 2 14 24 OCCUPANCY: R-3 TEL: 253-627-4367 FOUNDATION PLAN 2.14.24 CONSTRUCTION TYPE: VBFAX: 253-627-4395 SPRINKLERED: NO SECOND FLOOR FRAMING PLAN 2.14.24E-MAIL: mgarto®bcrodesign.com NUMBER OF STORIES: 2 STORY CONTACT: MICHAEL GARZA ROOF FRAMING PLAN 2.14.24TYPICAL CONCRETE DETAILS 2.14.24MICHAEL GARZA - PROJECT MANAGER TYPICAL WOOD DETAILS 2.14.24 BUILDING HEIGHT: TYPICAL WOOD DETAILS 2.14.24 ALLOWABLE BUILDING HEIGHT: 35'-0" STRUCTURAL PROPOSED BUILDING HEIGHT: 34'-4" SWENSON SAY FAGET 932 BROADWAY NEW BUILDING AREA: TACOMA, WASHINGTON 98402 TEL: 253-284-9470 _—- FIRST FLOOR SF: 907 SF CONTACT: RYAN REICHMAN SECOND FLOOR SF: 820 SF TOTAL SF: 1,727 SF COVERED PORCHES/DECKS SF: 189 SF 2018 ENERGY CREDITS: w NEW CRAWLSPACE FOUNDATION VENTING CALCULATIONS: MEDIUM DWELLING UNIT- 6.0 CREDITS NERGY CREDIT OPTIONS: z Z NET FREE VENT AREA SHALL EQUAL 1/300 OF AREA TO BE VENTED PRIMARY HEATING SOURCE #2- HEAT PUMP-1.0 CREDITS z W o NEW CRAWSPACE AREA = 907 SF 1.3-EFFICIENT BUILDING ENVELOPE- 0.5 CREDITS F2. RAL NOTES 907 x 1/300 = 3.02 SF VENT AREA REQ'D 2.1-AIR LEAKAGE CONTROL & EFFIC. w _ WZ PROVIDE MIN. (4) 16"x8" SCREENED FOUNDATION VENT VENTILATION- 0.5 CREDITS y U) _ 3.5-HIGH EFFICIENT HVAC- 1.5 CREDITS J LLB LL CONTRACTOR OR OWNER SELECTED ITEMS,OR SYSTEMS, x z DING BUT NOT LIMITED TO WATERPROOFING SYSTEMS, FINISHES, OR FIXTURES, ' 4.1-HIGH EFFICIENT HVAC LL x_ DISTRIBUTION SYSTEM- 0.5 CREDITS w 0 a ACTOR TO VERIFY AND MEET ALL MANUFACTURER'S RECOMMENDED ROOF VENTING CALCULATIONS: � �- ' S 5-EFFICIENT WATER SYSTEM- 2.0 CREDITS z 3 LATION REQUIREMENTS. CONTRACTOR RESPONSIBLE FOR SELECTION z w w STALLATION. N/A- CONDITIONED ATTIC- NON-VENTED ' w rn J z USED TO CALCULATE STRUCTURAL REQUIREMENTS ARE PROVIDED BYTOTAL: 6.0 CREDITSTURAL ENGINEER. ANY ADDITIONS OR CHANGES THAT EXCEED ALLOWABLEa z �mrn MUST BE VERIFIED WITH STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. 3, ALL WORK SHALL CONFORM WITH THE 2018 WASHINGTON STATE GLAZING CALCULATIONS BUILDING CODE, WASHINGTON STATE ENERGY CODE AND ALL GOVERNING JURISDICTIONS' RULES, ORDINANCES, AND REGULATIONS. 4. SEPARATE PERMITS ARE REQUIRED FOR PLUMBING, MECHANICAL, NEW WINDOWS- TOTAL (VERTICAL GLAZING) 755.75 AND ELECTRICAL. NEW SKYLIGHTS- TOTAL (HORIZONTAL GLAZING) 0 SF 5. THE CONTRACTOR SHALL CONSULT PLANS OF ALL TRADES AND NEW DOORS- TOTAL (GLAZING >50% OF DOOR) 136.5 SF OF ALL CONSULTANTS, INCLUDING DESIGN-BUILD DOCUMENTS NEW TOTAL 892.25 SF TO VERIFY SIZE, LOCATION, WEIGHT, POWER, AND OTHER REQUIREMENTS PRIOR TO BIDDING AND AGAIN PRIOR TO GLAZING / FLOOR AREA = 892.25/1,727 = 51.67 COMMENCEMENT OF THE WORK. 227=4 6. OMITTED 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY R23047 PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED BY THE GOVERNING JURISDICTIONS. 8. NO BUILDING OR PORTION OF BUILDING SHALL BE OCCUPIED OR USED FOR STORAGE PRIOR TO THE ISSUANCE OF A coax SHEET CERTIFICATE OF OCCUPANCY FOR THAT BUILDING OR PORTION OF THE BUILDING. 9. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND PROTECT THEM FROM DAMAGE. 10. ALL DEMOLISHED OR REMOVED MATERIALS SHALL BE DISPOSED OF OFF SITE BY THE OWNER IN A LEGAL MANNER. 11. IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY ARCHITECT OF ANY DISCREPANCIES IN CONSTRUCTION DOCUMENTS BEFORE COMMENCING bC CONSTRUCTION. om on an.eov a.u ors 12. ALL DIMENSIONS ARE TO FACE OF STUDS, FACE OF CONCRETE AND CENTERLINE OF OPENINGS UNLESS OTHERWISE NOTED. 13 DO NOT SCALE THESE DRAWINGS FOR ACTUAL DIMENSIONS. 6 G1 .01 PERM'SET IF SHEET MEASURES LESS THAN 1+73B'.RSA REDUCED PRINT REDUCE SCALE ACCORDINGLY Y Y •Z'w �n 7g =9.6D• O O 1 ollz�TD_WELL / 1 I^03 EXISTING el EXI^ISTING I . l / .1J/ / 6B.41' � /� 68.47• � zLD OLD O 9'-0. \- NFIELD B;. / INFIELD 3 .14' 7 QOQ4 QQy QOQ4 �W ,ti N -B HOUSE • R H NG ., � INSIDE STING y� 243 USE TO FOOT I 2 y�r BEE MOED o O Q% 3� +14$ TO EMOE QQ. 1,727 DE S ,Y Y m W m w 67.6T 0. U W .17• .1T B6;q,. Z Z WW W LL WZ w > CnOo '0B'60• '� LLI �'Z 6p. _ LL N .4 Z U Z W ZK O LU NOTE: > mLUN Q. z > �mm 1)NEW STRUCTURE TO REMAIN INSIDE OF EXISTING STRUCTURES FOOTPRINT BUILDING EXEMPT FROM SETBACKS-NON CONFORMING STRUCTURE 2)NO CHANGE IN LOT COVERAGE OR IMPERVIOUS 3)EXEMPT FROM STORMWATER AS LESS STRUCTURE IS LESS THAN 2AOO SF 2.27M24 EXISTING S PLAN NEW SITE PLAN R23047 SCALE: 1"= 20'-0" SCALE 1" = 20'-0" w.. aaTwnE D=NG SRE PLAN NEW SUE PUN bcr i t A . 11 R PERMI'SET IF SHEETMEASURES LESS TH4N24)W..rTISA REDLCED PRINT.REDUCE SGILEACLXIRDMGLY Mb Y-6• 27'-6' 14'-i• 13'-5• 3._�7. 6_.1• 5,_�. 5676 FIX W/ 9046 FlXE CSMNT. 5620 AWN G All. W 9020 TRWSOM MV. T3 A 7_3. L o5. AQ o O R a � D x � 7'-0' 3'-�• o � 5-3�' p_6• � I m Rc 2468 DR. �x x � x o9 al I T L__J _ 2668 DR. � o% _ L81� 2468 DR. ® /� 5676 W/ L3080 GL.OR. 2036 CS NT. 5620 A ARV. 3020 TRANSOM 2020 T . ii 4'_9• 14'-1' 3'-+1• 6-�2 Y-9• 27'-6' V-6' 27'-6' —5610 W ED—__—— _5670 MNT— _—W7LC2 NTLFIO.——— .,ye• I EGRESS(SEE I EGRESS(SEE m II ELVATION) 2468 DR. 2468 DR. E.) I m I II Z -n N II e r I VAULT RIDGEN c�~ \� A� f r II o 0 D Z PR.2468 DR. I- • 2 DR. 2668 DR. o- PR.2468 OR. 3'-7• 2 1 ' PR.2468 DR. I J �]2668 DR all I 2668 OR. • EGRESS(SEE n I ELVATN]N) 11 '0313 ——— ——————— —————— —— � 5670 /Fl%ED 2036 FIX D IL—— —————— U� 27'_6• Q� 6 y g u PROJECT D9 o 21 e NEW SINGLE FAMILY RESIDENCE WILEY RESIDENCE .�.E a 11991 NE NORTH SHORE RD w�-¢c.n.w.w.u•scr.cm-�sxna,�oa N € A € BELFAIR,WASHINGTON 98528 IR T 253.627AN7 F 253.62TA395-.8CRADESIGN.COM a"d>i 2106 PACIFIC AVENUE,SUFTE 300,TACOMA,WA 9W E 2 Ui3 �a 33'-0' 1 T6%6•FOUIOAIDN/FLOOD VENT, N+o$ICN«Nl PCRSTRUC16 ORALSTE-------- -------------------------------�FOSNG --------------- ---------- , — — I ------?------ —-----_---- ------------------- ------ I I I 1 F: �- —11 I FWIYMS NO POST PFIII I I. I I 1 1 I 1 I i I � — __ I 1 ■ , I 1 1 ■ I 1 ■ i I ■ 1 I 1 '1 MIX I I I i i l i I 1 nn — — I I 1 I I i I I I I I 1 6'-6" 6'-6" 6-6 6-6 6'-6" V-10" I I i 1 I I I I 1 1 ; VAULT TO YM! VAULT TO I NN rR16CE w� 186CE� LLJ U L) I 1 Z ------ ----------------------------------------------- - ----' g Lu W o w I -- B'-4" 8,-Y -- 8'-2" 18'-4' GYITIER,M. DOWNSPOUT.TYP. J w N Z N I 1 i I 1 I I I I I W } 1 I 1 L 1 I L j W J 1 Z> W 1 t , to J Z<. ROOF PLAN '° a z �m m SCALE: 1/4" = 1'-0" 33'-0" NEW CRAWLSPACE FOUNDATION VENTING CALCULATIONS: NET FREE VENT AREA SHALL EQUAL 1/300 OF AREA TO BE VENTED NEW CRAWSPACE AREA = 907 SF 907 x 1/300 = 3.02 SF VENT AREA REQ'D PROVIDE MIN. (4) 16"x8" FOUNDATION VENTS 2.27.2024 FOUNDATION PLAN R23D47 SCALE: 1/4" FOUNDATION PLAN ROOF PLAN bcr A1 .51 PERMIT SET IFSHEETAIEASURES LESS THAN 24)W L7ISA REDUCED PRINT.REDUCE SCALE ACCORDINGLY ————fWD.FASCIA ____f TYP. METAL ROOF.TYP. WD,TRIM,TYP. � 7; 7 35'FEN.Nif LIMIT37'-8' 35'HEIGHT LIMB --------_. _ _-----_-------------------------- - ------- _ _ _ ._ � a 3 �g� 10•BARGE TRIM,TYP. 12 CEMENTRUOUS SIDING,TYP. 12 ffi w APPROX.10�— 6.75� 8•FASCIA TRIM.TYP. 4 �4' 3 G1 SECOND FLOOR TOP PLATE SECOND FLOOR TOP PLATE -_ --- ~r OPE EGRESS MIM 4 SF / NNG TEMPERED TEMPERED TEMPERED \\ -- --- TEMPERED IEYPERED SECOND FLOOR SUBFLOOR 4 SECOND FLOOR SUBFLOOR -------------- FIRST ---______ ___________________ ___----- _--_--____ _ FLOOR TOP PLATE FIRST FLOOR TOP PLATE -- / TEMPERED TEMPERED TEMPERED 7EMPFITED SUDER GLASS DOOR DOOR FIRST FLOOR SUBROOR v'-2 tag• FIRST FLOOR SUBFLDOR - TAVE FLOOD ELEVATION - -__ _ �.�. ROOD ELEVA -_-- - -------- ------- - - -Ji-O- PROPOSED GRADE 1a- - EXISTING GRADE _ 11'-8• EXISTING GRADE 12'-- --�_ MD.DECK,1. 0 EAST ELEVATION NORTH ELEVATION scuE: i/4° = r—o` scnEE: 1/4• = r—o' W 35'N€IG9 UMIT— .————————__—_.—————————--- _ 3T-8• 35'_HEIGHT LIMB —_ _ _37-8• W U Z W W p O � 12 — z �Z J � =O W Z Q LU 0a } ZZ 3 SECOND FLOOR TOP PLA - SECOND FLOOR TOP PLATE ILI 2 W Z F - _------_- ' A d z co m IN. •ems SF 5.7 SF OPENING / SECOND FLOOR SUBFLOOR SECOND FLOOR SUBFLOOR FIRST BOOR TOP ___-_--__ FIRST FLODR TOP PLATE- --------- ----- -- ----------------------------------------- ❑ - --- / \ 2227.2024 R23047 RI \ _ / \ D— InIiw ElEVA110NS BOOR SUBFLOOR FLOOD ELEVOTION _--- 1i 0- bcr i 4�.�,yp{.NPAi..IiYRSMENMD EXISTING GRADE 12'-8• EXISTING GRADE 12'-8• si¢r - ----------------------------------------- ------------------------- -� WEST ELEVATION SOUTH ELEVATION A 1 .71 A scAEE: i/a' = r—o. scuE: �/a' = r—o' PERMIT SE IFSHEET AE,ISURES LESS 7HAN 21 XJB'.RIS A REDUCED PRINT REDUCE SCALE ACCORDINGLY �g3g METAL ROOFING ROOFING FELT W ROOF SHEATHING k BLOCKING 4 METAL ROOFING ROOFING FELT R-15 CLOSED CELL PLYWOOD OR APA RATED SHEATHING SPRAY FOAM B•FASCIA AT EAVES,TlP. (SEE STRUCTURAL) R-30 BATTEN 10'BARGE AT GABLE ENDS,TYP. RAFTERS(SEE STRUCTURAL) INSULATION R-15 CLOSED CELL SPRAY FOAM INSULATION+R-30 BATTEN INSULATION PAPER TO HOLD INSULATION CEILING FRAMING GWB 35'HEIGHT LIMIT PRIMER&PAINT 37'-B' 2 EAVE DETAIL SCALE. 1/4" CONDITIONED ATTIC SECOND FLDOR TOP PLATE _-----__ T - - 2X6 STUDS O 16"O.C. _ 2X6 BOTTOM PLATE 2X6 PT.MUDSILL FLUSH MOUNTED OFFICE BATn UTILITY SIDING PER ELEVATIONS TO WALL EDGE YARB SHEATHING(SEE STRUCTURAL) AN OR CH BOLT R-21 BATTEN INSULATION PER STRUCTURAL Jf"cwe PRIMER A PAINT el _SECDMID FLODR_STIM - -- FIRST FLOOR TOP PLATE VAPOR BARRIER -- _-_ -- __-- -- 4'PERF.DRAJN ••W •. DiNNG BATH 1 l— W FOUNDATION DETAIL w U 3 owl FIRST-FLOOR weFLoa. — __1T 2 JAI SCALE: 1/4" = 1'-0" rn Q FLOOD FLEV 18'-0' LU C w p - r ---- ------ - --- p _ _ _ 14-8 J w =C7 I �� I II- STAIR NOTES: '< =N EXmNc# II-IIm1ml1I=II ____ ________ __ I�III-III "',z e L. p¢ 1. STRINGERS SHALL BE FIRE BLOCKED AT BOTH TOP&BOTTOM. } Z 3 .III -III I _ �- 2.ALL USEABLE SPACE UNDER STAIRS TO BE 1HR CONST. V Z �J,J w� ��I II I �ILi =�I�I��I�IHII�I�I—�I� —IILITiI ICI- � �I ,L�I�I�I�II 3. MAX. RISE TO BE 7 3/4'. W to J ?LLB lIH=Il I 1=1I h-I �-LI 4. MIN. RUN TO BE 10'. C) -III��-IIGIII=II�I11=Ili FINS.FLOORING S. MIN. HEAD HT.TO BE 6'-6'. UNDERLAYMENT AS REO'D a Z m rn 3/4"T&G PLYWD SUB-FUR 6. MIN. STAIR WIDTH TO BE 36'. (GLUED&NAILED) 7. PROVIDE GUARDRAILS AT LANDINGS MIN. 36' WOOD FLOOR JOISTS(SEE HT.W/DMDERS SPACED TO PREVENT STRUCTURAL) PASSAGE OF A 4'SPHERE. R-38 BATTEN INSULATION 6 MIL.VAPOR BARRIER COMPACTED SOIL CONT.HANDRAL 34-38" i ABOVE TREAD NDSINGS. / mn 2.27.2024 SECTION X. pumm // JOISTS PER PLAN �3W7 YWOOD 1 SCALE:1/4" = 1'-0" SQUARE FOOTAGE: 1,727 SF .r i 2X12 PR 1-1/8'PLYWD. min TREADS(GLUE a SCREW) MR.FRAMING ANGLES TO STRINGERS AT U STRINGER SECTIONS DETAILS (3)2)(12 STRINGERS SURFACE USEABLE SPACE BELOW STAIR W/ ' TYPE•X•G.W.B. 20 KICK PLATE bcr STAIR DETAIL SCALE: A1 .81 ^ H PERMIT SET R -- - - - - - - - IF SHEETMEASURES LESS THAN 24XW..ITISA REDUCED PRINT.REDUCE SCALE ACCORDINGLY General Structural Notes THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS CRITERIA QUALITY ASSURANCE ANCHORAGE RucruRAL ENGINEERING 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE 12.SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT 23.EPDXY-GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) INTO CONCRETE 30.PLYWOOD SHEATHING SHALL BE GRADE C-0, EXTERIOR GLUE OR STRUCTURAL 11, 37.WDOD FRAMING NOTES--THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE sEATTu: DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2018 SPECIFICATIONS AND SECTIONS 110 AND 1705 OF THE INTERNATIONAL BUILDING SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING*SET-3G' HIGH STRENGTH EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1 OR PS 2. ORIENTED STRAND BOARD PLANS: n24 was-...sum Jao EDITION). CODE BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND EPDXY AS MANUFACTURED BY THE SIMPSON STRONG, TIE COMPANY. INSTALL IN OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN -1. N°I RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND STRICT ACCORDANCE WITH ICC-ES REPORT N0. ESR-4051. MINIMUM BASE MATERIAL LIEU OF PLYWOOD. A. ALL MOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO 9s.8 +9.Su.roo 2. DESIGN LOADING CRITERIA: BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEMPERATURE IS 40 DEGREES, F. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE, THE AITC Txo„ -seat TEST RESULTS. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION NOTED. PERIODIC SPECIAL INSPECTION OF INSTALLATION IS REQUIRED TO VERIFY ROOF SHEATHING SHALL BE 1/2' (NOMINAL) WITH SPAN RATING 32/16. "TIMBER CONSTRUCTION MANUAL' AND THE AWC'NATIONAL DESIGN SPECIFICATION ceJrnA�wAsuwrON RESIDENTIAL-ONE AND T. . . .LY DWELLINGS IS REQUIRED UNLESS NOTED OTHERWISE. FOR WOOD CONSTRUCTION'. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL ""=sPeH.sPsee FLOOR LIVE LOAD 40 PSF ANCHOR OR EMBEDDED BAR TYPE AND DIMENSIONS, LOCATION, ADHESIVE ssi H36311 Ei��9,wn sss�e MISCELLANEOUS LOADS IDENTIFICATION AND EXPIRATION, HOLE DIMENSIONS, HOLE CLEANING PROCEDURE, FLOOR SHEATHING SHALL BE 3/4' (NOMINAL) WITH SPAN RATING 48/24. CONFORM TO IBC TABLE 2304.10.1. COORDINATE THE SIZE AND LOCATION OF CWMO �23S -WF SOIL CONDITIONS, FILL PLACEMENT, AND DENSITY PER TABLE 1705.6 ANCHOR EMBEDMENT, AND ADHERENCE TO THE INSTALLATION INSTRUCTIONS. ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. -N a,9r�a�e DECKS. . 1.5.AREA SERVED EXPANSION BOLTS AND THREADED EXPANSION INSERTS PER MANUFACTURER PARTITION LOADING 10 PSF CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR HORIZONTAL AND OVERHEAD WALL SHEATHING SHALL BE 1/2' (NOMINAL) WITH SPAN RATING 24/0. • PHOTOVOLTAIC PANEL SYSTEMS. 5 PSF EPDXY GROUTED INSTALLATIONS PER MANUFACTURER INSTALLATIONS. B. WALL FRAYING: REFER ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. DEFLECTION CRITERIA PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT ALL STUDS SHALL BE SPACED AT 16" 0.C. LINO. TWO STUDS MINIMUM SHALL BE JC' LIVE LOAD DEFLECTION . . . . . . . . . . . . . . . . . . . . . L/360 PERIODIC INSPECTION: INSPECTION SHALL BE PERFORMED AT INTERVALS NECESSARY 24.CONCRETE SCREW ANCHORS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND TOTAL LOAD DEFLECTION. L/240 TITEN HD HEAVY DUTY SCREW ANCHOR A MANUFACTURED B E SIMPSONAPPROVED TAC JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8' TO CONFIRM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH " " S Y THE AT BEAM OR HEADER BEARING LOCATIONS. TWO 2K8 HEADERS SHALL BE PROVIDED ENVIRONMENTAL LOADS REQUIREMENTS. STRONG-TIE COMPANY, INSTALLED IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS i CONTINUOUS INSPECTION: INSPECTOR SHALL BE ONSITE AND OBSERVE THE WORK ESR-2713 (CONCRETE), CONCRETE), NO. ESR-1056 (CMU), INCLUDING MINIMUM EMBEDMENT SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SNOW. . Ce=1.0, Is=1.0, Ct=1.1, Cs=1.0, Pg=25 PSF, Pf=20 PSF REWIRING INSPECTION AT ALL TIMES THAT WORK IS PERFORMED. WIND. . . . . . GCpi-0.18, 97 MPH, RISK CATEGORY 11, EXPOSURE"C' REQUIREMENTS. SCREW ANCHORS INTO CONCRETE MASONRY UNITS SHALL BE INTO REFER TO HOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. SOLID BLOCKING AT YID-HEIGHT OF ALL STUN MALLS OVER 10'-0' IN FLIGHT. �ss�°NAL EARTHQUAKE. . . ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE 13.UNLESS OTHERWISE NOTED, THE FOLLOWING ELEMENTS COMPRISE THE FULLY GROUTED CELLS. SPECIAL INSPECTION IS REQUIRED. LATERAL SYSTEM: LIGHT FRAYED SHEAR WALLS, Vs=3.9 KIPS SEISMIC-FORCE-RESIST SYSTEM AND ARE Sl1BJECT TO SPECIAL INSPECTION FOR 31.ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END PRESSURE-TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT NAIL TOP PLATE TO EACH STUD WITH TWO 16d NAILS, AND TOENAIL OR END NAIL SITE CLASSY(DEFAULT), Ss=158, Sds=100, S1=58, Shc=66, SEISMIC RESISTANCE IN ACCORDANCE WITH SECTION 1705.12 OF THE INTERNATIONAL WOOD EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP DR- Cs-O.154, SDC D. Ie=1.0, l5 BUILDING CODE. IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND SIB CONCRETE OR MASONRY. PLATE WITH 16d @ 12' O.C.. LAP TOP PLATES AT JOINTS A YIN1YlR 4'-0' AND SEE PLANS FOR ADDITIONAL LOADING CRITERIA DESIGN: A. STRUCTURAL WOOD SHEAR WALL SYSTEMS REQUIRE PERIODIC INSPECTION FOR 25,FRAMING LUMBER SHALL BE S-0DRY, KD, OR MC-19, AND GRADED AND LURKED IN NAIL WITH TWELVE 16d NAILS @ 4' 0.C. EACH SIDE JOINT. RHR 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL CONFORMANCE WITH WCLIB STANDARD No. 17, GRADING RULES FOR WEST COAST 32,PRESERVATIVE TREATED WOOD SHALL BE TREATED PER AWPA STANDARD U1 TO THE USE FIELD GLUING, NAILING, BOLTING, ANCHORING AND OTHER FASTENING OF CHECKED DRAWINGS FOR BIDDING AND CONSTRUCTION. ARCHITECTURAL DRAWINGS ARE THE COMPONENTS WITHIN THE SEISMIC FORCE, RESISTING SYSTEM INCLUDING SHEAR LUMBER, 2018. OR WWPA STANDARD, WESTERN LUMBER GRADING RILES 2017. CATEGORY EQUAL TO OR HIGHER THAN THE INTENDED APPLICATION. TREATED WOOD ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD RHR PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE FURNISH TO THE FOLLOWING MINIMUM STANDARDS: FOR ABOVE GROUND USE SHALL BE TREATED TO AWPA UC38. WOOD IN CONTINUOUS FRAYING BELOW WITH TWO ROWS OF 16d NAILS @ 12' ON-CENTER, OR ATTACHED SPECIFICATION, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE WALLS, DIAPHRAGMS, DRAG STRUTS, BRACES AND HOLDOMNS. CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED TO AWPA UC4A. WOOD FOR APPROVED: REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. JOISTS (2X A 3X MEMBERS) HEM-FIR NO. 2 USE IN PERMANENT FOUNDATIONS SHALL BE TREATED TO AWPA UC4B. 10 CONCRETE BELOW WITH 5/8' DIAMETER ANCHOR BOLTS @ DUAL' ON-CENTER RHR AND BEAMS MINIMUM BASE VALUE, Fb=850 PSI EMBEDDED 7' MINIMUM, UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH GEOTECHNICAL BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16d @12' DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. 33.FASTENERS AND TIMBER CONNECTORS USED WITH TREATED WOOD SHALL HAVE ON-CENTER. UNLESS OTHERWISE NOTED, GYPSUM WALLBOARD SHALL BE FASTENED 14,FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE (0 MEMBERS) DOUGLAS FIR-LARCH NO. 1 CORROSION RESISTANCE AS INDICATED 1N THE FOLLOWING TABLE, UNLESS OTHERWISE TO THE INTERIOR SURFACE OF ALL STUDS AND PLATES WITH NO. 6 X 1-1/4' 4. PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR MINIMUM BASE VALUE, Fb=1000 PSI NOTED, TYPE S OR W SCREWS @ 8' ON-CENTER. UNLESS INDICATED OTHERWISE, 1/2' DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL APPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN BEAMS (INCL. 6X AND LARGER) DOUGLAS FIR-LARCH NO. 1 MOOD TREATMENT CONDITION PROTECTION (NOMINAL)APA RATED SHEATHING(SPAN RATING 24/0) SHALL BE NAILED TO ALL DIMENSION CONTROL IS DEFINED BY THE ARCHITECTURAL WALL SECTIONS, BUILDING ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. SECTION, AND PLANS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL MINIMUM BASE VALUE, Fb=1350 PSI HAS NO AMMONIA CARRIER INTERIOR DRY G90 GALVANIZED EXTERIOR SURFACES WITH Bd NAILS @ 6" ON-CENTER AT PANEL EDGES AND TOP ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18' BELOW ADJACENT CONTAINS AMMONIA CARRIER INTERIOR DRY G185 OR A185 HOT DIPPED OR AND BOTTOM PLATES (BLOCK UN-SUPPORTED EDGES)AND TO ALL INTERMEDIATE REVISIONS: ARCHITECTURAL AND STRUCTURAL DRAWINGS. FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW POSTS (4X MEMBERS) DOUGLAS FIR-LARCH NO. 2 CONTINUOUS HOT-GALVANIZED STUDS AND BLOCKING WITH 8d NAILS @ 12' ON-CENTER ALLOW 1/8' SPACING AT COLUMNS OR WALLS ABOVE. MINIMUM BASE VALUE, Fc=1350 PSI PER ASTM A653 ALL PANEL EDGES AND PANEL ENDS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE CONTAINS AMMONIA CARRIER INTERIOR WET TYPE 304 OR 316 STAINLESS METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND (6X AND LARGER) DOUGLAS FIR-LARCH NO. 1 CONTAINS AMMONIA CARRIER EXTERIOR TYPE 304 OR 316 STAINLESS C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY PROVIDE FOR SUBSURFACE DRAINAGE. MINIMUM BASE VALUE, Fc=1000 PSI AZCA ANY TYPE 304 OR 316 STAINLESS PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED, PROVIDE SOLID _ CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS ALLOWABLE SOIL PRESSURE. . . . . . . . . . . . . . . . . . . . 1500 PSF STUDS, PLATES A MISC. FRAYING: DOUGLAS FIR-LARCH NO. 2 INTERIOR DRY CONDITIONS SHALL HAVE WOOD MOISTURE CONTENT LESS THAN 19%. BLOCKING BETWEEN RAFTERS AND JOISTS AT ALL BEARING POINTS WITH A OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, LATERAL EARTH PRESSURE(RESTRAINED/UNRESTRAINED) . . . . . . .55 PCF/35 PCF OR HEM-FIR NO. 2 WOOD MOISTURE CONTENT IN OTHER CONDITIONS(INTERIOR WET, EXTERIOR WET, AND MINIMUM OF (3) 16d TOE NAILS EACH END. TOE-NAIL JOISTS TO SUPPORTS _ SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO ALLOWABLE PASSIVE EARTH PRESSURE(FS OF 1.5 INCLUDED). . . . . . . 300 PCF EXTERIOR DRY) IS EXPECTED TO EXCEED 19%. CONNECTORS AND THEIR FASTENERS WITH TWO IN NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. COEFFICIENT OF FRICTION(FS OF 1.5 INCLUDED). . . . . . . . . . . . . 0.3 26.GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTIR AND SHALL BE THE SAME MATERIAL. COMPLY WITH THE TREATMENT MANUFACTURERS SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL _ Al STANDARDS. EACH MEMBER SHALL BEAR AN AITC OR APA IDENTIFICATION RECOMMENDATIONS FOR PROTECTION OF METAL. MULTI JOIST BEAMS TOGETHER WITH TWO ROWS Il @ 12' ON-CENTER. 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND MARK AND SHALL BE ACCOMPANIED BY AN AITC OR APA CERTIFICATE OF STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 34.TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE 'STRONG-TIE' UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING RENOVATION JURWCrION L APPROVA STAARP ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37-14 'DESIGN LOADS ON 24F-V4, Fb 2,400 PSI, Fv =265 PSI. ALL CANTILEVERED BEAMS SHALL BE BY SIMPSON COMPANY, AS SPECIFIED [N THEIR CATALOG NUMBER C-C-2021. SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AT 6' STRUCTURES DURING CONSTRUCTION'. 15.DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE DOUGLAS FIR COMBINATION 24F-V8, Fb =2400 PSI, Fv =265 PSI, CAMBER ALL EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED ON-CENTER WITH 8d NAILS TO FRAYED PANEL EDGES, STRUTS AND OVER STUD COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING SIMPLE SPAN GLULAM BEAMS, WITH SPANS OVER 30', TO 3,500' RADIUS, UNLESS THEY HAVE ]CC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE WALLS AS SHOWN ON PLANS AND @ 12' ON-CENTER TO INTERMEDIATE SUPPORTS. 7. CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE CONSTRUCTION AS REWIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. SHOWN OTHERWISE ON THE PLANS. NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER FOR MAXIMUM LOAD PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING CARRYING CAPACITY. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON 27.MANUFACTURED LUMBER, PSL, LVL, AND LSL SHOWN ON PLAN ARE BASED PRODUCTS MANUFACTURER'S RECOMMENDATIONS. APPROVED TAG JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW REQUIREMENT. EXISTING FLOOR SYSTEMS TO 40 PSF. MANUFACTURED BY THE WEYERHAEUSER CORPORATION IN ACCORDANCE WITH ICC-ES 1/8' SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. REPORT ESR-1387. MEMBERS SHALL HAVE THE FOLLOWING MINI"PROPERTIES: ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS' SERIES JOIST TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12" ON-CENTER, MINIMUM TWO 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE 16.CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND HANGERS. ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH 'ITS' NAILS PER BLOCK, UNLESS OTHERWISE NOTED. CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING LVL(2.OE-2600FB WS) Fb=2600 PSI, E=2000 KSI, Fv=285 PSI SERIES JOIST HANGERS. ALL DOUBLE-JOIST BEAMS SHALL BE CONNECTED TO FLUSH DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO CONSTRUCTION SHOWN ON THE DRAWINGS-ARE INTENDED AS GUIDELINES ONLY AND BEAMS WITH'MIT* SERIES JOIST HANGERS. D. WOOD SHRINKAGE: MECHANICAL, ELECTRICAL, PLUMBING FIRE PROTECTION, REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL MUST BE VERIFIED. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND STRUCTURAL ALTERNATE MANUFACTURED LUMBER MANUFACTURERS MAY BE USED SUBJECT TO REVIEW CLADDING, AND OTHER SYSTEMS INSTALLED WITHIN THE BUILDING SHALL BE TYPICAL NOTES AND DETAILS SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED ENGINEER IF EXISTING CONDITIONS DETERMINED DURING WORK VARY FROM THE AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR DESIGNED AND CONSTRUCTED TO ACCOMMODATE 3/8- OF VERTICAL MOVEMENT PER OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS. MANUFACTURER'S PRODUCTS SHALL BE COMPATIBLE WITH THE JOIST HANGERS AND BOLTS IN EACH MEMBER. FLOOR LEVEL BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. HERE TYPICAL OTHER HARDWARE SPECIFIED ON PLANS, OR ALTERNATE HANGERS AND HARDWARE SHALL DETAILS ARE NOTED ON THE PLANS, THE SPECIFIED TYPICAL DETAIL SHALL BE IT CONTRACTOR SHALL CHECK FOR DRY ROT AT ALL AREAS OF NEW WORK. ALL ROT SUBMITTED FOR REVIEW AND APPROVAL. SUBSTITUTED ITEMS SHALL HAVE ICC-ES ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMIN)AS USED. WHERE NO TYPICAL DETAIL IS NOTED, IT SHALL BE THE CONTRACTOR'S SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS REPORT APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. MEMBERS CONNECTED. RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE DIRECTED BY THE STRUCTURAL ENGINEER OR ARCHITECT. PROVIDED OR REQUEST ADDITIONAL INFORMATION. THE CONTRACTOR SHALL SUBMIT MANUFACTURED LUMBER PRODUCTS SHALL BE INSTALLED WITH A MOISTURE CONTENT OF 35.WOOD FASTENERS PROJECTTITIE: ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED 122 OR LESS. THE CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION CONCRETE PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING 12%. A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING Wiley Residence AND FIELD USE. EXCESSIVE DEFLECTIONS MAY OCCUR IF MOISTURE CONTENT EXCEEDS THIS VALUE. SPECIFICATIONS: 11991 NE North Shore Rd 18.CONCRETE SHALL BE MIXED. PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE 9. ALL STRUCTURAL SYSTEMS, WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD WITH ACI 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28-DAY 28.PREFABRICATED PLYWOOD WEB JOIST DESIGN SHOWN ON PLANS IS BASED ON JOISTS SIZE LENGTH DIAMETER Belfair,WA 98528 ERECTED, SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, STRENGTH OF f'c = 3,ODO PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 MANUFACTURED BY THE WEYERHAEUSER CORPORATION, IN ACCORDANCE WITH ICC-ES 8d 2-1/2- 0.131' DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A REPORT ESR-1157. ALTERNATE PLYWOOD WEB JOIST MANUFACTURERS MAY BE USED 16d BOX 3-1/2' 0.135" PREPARED BY THE SUPPLIER. SLUMP OF 5' OR LESS. REWIRED CONCRETE STRENGTH IS BASED ON THE DURABILITY SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. REQUIREMENTS OF SECTION 1904 OF THE IBC. DESIGN STRENGTH IS f'c =2,500 ALTERNATE MANUFACTURER'S PRODUCTS SHALL BE COMPATIBLE WITH THE JOIST IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT 10.SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT PSI HANGERS AND OTHER HARDWARE SPECIFIED ON PLANS, OR ALTERNATE HANGERS AND NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER(PRIOR TO CONSTRUCTION) AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. HARDWARE SHALL SUBMITTED FOR REVIEW AND APPROVAL. SUBSTITUTED ITEMS SHALL FOR REVIEW AND APPROVAL. 19.ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER OR STANDING WATER SHALL BE HAVE ICC-ES REPORT APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ARaUECT. CONNECTOR PLATE MOOD FLOOR TRUSSES AIR-ENTRAINED WITH AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260, C494, NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE GLUED LAMINATED ER(PS AND C618. TOTAL AIR CONTENT FOR FROST-RESISTANT CONCRETE SHALL BE IN 29.PREFABRICATED CONNECTOR PLATE WOOD FLOOR TRUSSES SHALL BE DESIGNED BY THE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. be ra MANUFACTURED LUMBERPSL'S, LSL'S, LVL'S) ACCORDANCE WITH ACI 318-14, TABLE 19.3.2.1 MODERATE EXPOSURE, F1. MANUFACTURER IN ACCORDANCE WITH THE 'NATIONAL DESIGN STANDARD FOR PETAL TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES WITH THE MEMBER AND PLYWOOD WEB JOISTS PLATE-CONNECTED WOOD TRUSS CONSTRUCTION, ANSI/TPI 1- BY THE TRUSS PLATE STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END. 20.REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), INSTITUTE FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS. LOADING SHALL 2106 Pacific Ave,Suite 300 CONTRACTOR SHALL SUBMIT WALL ELEVATION DRAWINGS OF AT LEAST 1/8-=1'-0' GRADE 60, FY=60,000 PSI. BE AS FOLLOWS: B. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS Tacoma,WA 98402 CONNECTION INDICATING LOCATIONS OF COCTION EMBEDMENT'S AND WALL OPENINGS FOR UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD, PH 253.627.4367 REVIEW PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE WALL ELEVATION 21 DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHALL BE IN TOP CHORD LIVE LOAD 40 PSF INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN DRAWINGS WITH REINFORCEMENT SHOP DRAWINGS. ACCORDANCE WITH ACI 315R-18 AND 318-14. LAP ALL CONTINUOUS REINFORCEMENT TOP CHORD DEAD LOAD 5 PSF SPECIFICATION FOR WOOD CONSTRUCTION WITH A LEAD BORE HOLE OF 60 TO 70 t5 AND SMALLER 40 BAR DIAMETERS OR 2'-0- MINIMUM. PROVIDE CORNER BARS AT BOTTOM CHORD DEAD LOAD 5 PSF PERCENT OF THE SHAH( DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8' Jswe_ APPROVED SETS OF ALL SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE BUILDING ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS 15 AND SMALLER 40 BAR TOTAL LOAD 50 PSF AND SMALLER LAG SCREWS. DEPARTMENT. DIAMETERS OR 2'-0" MINIMUM. Permit Set WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES(GANGMAIL OR EQUAL). 36 NOTCHES AND HOLES IN HOOD FRAMING: 11.SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS TO THE ARCHITECT AND PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS snE ENGINEER OF RECORD, THEREFORE MUST A VERIFIED BY THE CONTRACTOR. NO BARS er nT�E : SPECIFICALLY SO DETAILED DR APPROVED BY THE STRUCTURAL ENGINEER. STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMITTED DOCUMENTS A. NOTCHES ON THE ENDS OF SOLID SAWN JOISTS AND RAFTERS SHALL NOT EXCEED CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF SHALL BE SIGNED AND STAMPED BY A STRUCTURAL ENGINEER REGISTERED IN THE ONE-FOURTH THE JOIST DEPTH. NOTCHES IN TFIE TOP OR BOTTOM OF SOLID SAWN RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, 22 CONCRETE PROTECTION(COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: STATE OF WASHINGTON. PROVIDE FOR SHAPES, BEARING POINTS, INTERSECTIONS, JOISTS SHALL NOT EXCEED ONE-SIXTH THE DEPTH AND SHALL NOT BE LOCATED IN General METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION, AND ALL ETC., SHOWN ON THE DRAWINGS. PROVIDE FOR ALL TEMPORARY AND PERMANENT THE MIDDLE THIRD OF THE SPAN, HOLES BORED IN SOLID SAWN JOISTS AND SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL TRUSS BRACING AND BRIDGING. RAFTERS SHALL N)T BE WITHIN 2 INCHES OF THE TOP OR BOTTOM OF TFE JOIST, Structural Notes INCLUDE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED RETURNED WITHIN TWO WEEKS OF RECEIPT WITH A NOTATION INDICATING THAT THE TO EARTH . . . . . . . . . . . . . . . . . . . . . . . 3' AND THE DIAMETER OF ANY SUCH HOLE SHALL NOT EXCEED ONE-THIRD THE DEPTH _ SUBMITTAL HAS BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF FORMED SURFACES EXPOSED TO EARTH OR WEATHER(/5 BARS OR SMALLER). 1-1/2- OF THE JOIST. swJt: THE BUILDING. THE SUBMITTED ITEMS SHALL NOT BE INSTALLED UNTIL THEY HAVE WALLS(INT. FACE). . . GREATER OF BAR DIAMETER PLUS 1/8' OR 3/4" B. IN EXTERIOR WALLS AND BEARING PARTITIONS, ANY WOOD STUD IS PERMITTED TO DATE: • BEEN APPROVED BY THE BUILDING OFFICIAL. BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25 PERCENT OF ITS WIDTH. A February 14,2024 SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. HOLE NOT GREATER IN DIAMETER THAN 40 PERCENT OF THE STUD WIDTH IS PROJECT NO: PERMITTED TO BE BORED IN ANY WOOD STUD. IN NO CASE SHALL THE EDGE OF 00970-2023-06 THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE THE BORED HOLE BE NEARER THAN 5/8 INCH TO THE EDGE OF THE STUD. BORED SHEET NO: TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL 1S INTENDED TO BE FURNISHED AND INSTALLED AND BY HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF STIR AS A CUT OR NOTCH DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF • DEVIATIONS. DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP C. NOTCHES AND HOLES IN MANUFACTURED ERASER AND PREFABRICATED PLYWOOD M DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND JOISTS SHALL BE PER THE MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE NOTED. SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. '�L�/1sTRUCTURAL ENGINEERING 2124 TLE 313a iftxa Avenu1.6urtc iW SeaNe.WA 58131 TACONA 93a RoaNvaY.sua<100 iacdna.WA 98a03 [FNIRAI WASM sv sI 8 306H36313 aNNPemi eel.suae8 ssiengneen.can ElknsOug.WA 98916 C,"K 2023 Swmum Say FW-Ill RIg%Res ry N H w 0 o z = __12/S3.1 • HDU5 f--- ----- ------ ---- - ---------------------1 HDU5 �C I 1 HDUS j I HDU5 A _ o f"NAL 1 1 I 1 1 I I HDU5 1 I r t DRnwN: SIB 1 P.T 4x8 DESIGN: . RHR _ I I I I I IIII1 1rI HU CT FI1I L 1I P.T. C- - _H ECKE D: RHR b� P.T.4.4 fOVED: RHR HDU5 P.T.4x8 O rl I I 16 .7 1 0J P.T.2x8016'oc H 1 HUC 48 REM016. f 17/S3.1 HDU5 HDU5 HUCTF P.T.48 12 S3.1 - HUC _____________________ --------- HU L /S3.1 3/S3.1 RWICTKX APPRO A STAMP P.T.4x P.T.48 HUCT P.T.4x P.T.48 P.T.48 HUCTF 2'-0'sq x 10'dp FTC.cL: 7/53.1 ------------ W1(3)l4 E.W.BOT. 4=6/S3.1 - T1P.U.N.O. % )ECT TITLE: Wiley Residence Plan Notes Legend Foundation Plan ® 11991 NE North Shore Rd 1. DO NOT SCALE DRAWINGS.REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS AND ELEVATIONS. 0 STEM WALL k FOOTING SCde: I/4 Benir,WA 98528=1'-0' 2. TYPICAL FLOOR FRAMING CONSISTS OF Y TAG PLYWOOD,FACE GRAIN PERPENDICULAR TO SUPPORTS _ STRUCTURAL WALL OR POST ABOVE OVER JOISTS PER PLAN.NAIL SHEATHING WITH 8d AT 6'oc AT PANEL EDGES,SHEARWALLS,AND DRAG '----- STRUTS.NAIL AT 12'oc FIELD. NON-STRUCTURAL WALL BELOW 3. ALL NEW FOOTINGS SHALL BEAR ON FIRM UNDISTURBED NATIVE SOILS AT A MINIMUM DEPTH OF 18' �� SPAN DIRECTION BELOW FINISH GRADE. me"rrEcr TENT OFJOISTS b bcra 4. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REWIREMENTS. HE HEADER/BEAH PER PLAN C HANGER 2106 Pacific Ave,Suite 300 Tacoma,WA 98402 OI HOLDONN PER PLAN PH 2S3.627.4367 Permit Set 91EET TITLE,'. Foundation Plan SSE: T4._ ._D. DATE: February 14,2024 *o1ECT NO: 00970-2023-06 sHEE No:S2 . 1 S2 • 1 COX.. GINEERING 21247hE 313x imrtl Avenue,Suite 100 Seatue.WP 98131 iACOMA 93x Broarh7 Suxe W iacane.WP S9x03 c9RRLL WASNw14TDN 206.—,,,2 4"N Pea"5nM,sake 8 sslengineerscwn EI_,g,WA 98936 • CONT.B1 RIM BEAM CWMM 2W35—Sat Faget-Ar R19%Re c TYP.WHERE SHOWN,U.N.O. 4/S4.2 , 7C C516 _ HUC B3 HUC CS16 3 3 .2 CS16 0' c 0. DRAvm: SIB DESNiN: RHR CS16 C CHECKED: RHR 2 4.2� 33.. F19V'\ APPROVED: I RHR CS"I — P.T.2x6 R 24"oc a CS16 Q� 0' 3/S4.2 ' �11/54.2 _- -- 4v REVISIONS: KNEE BRACE PER lO/S4.2 C516 CSi6 TYP.WHERE SHOWN 0' BEAM SPLICE 0• OVER SHEARWALL 2, Q, 46 HDR.(low) (lyp.of 3) _ 83 HUC 6x6 HDR.(low) HUC W2 HUC HUC HUC. HUC 1MW,CFIONAL APPROVAL STAMP: Q1 X 46 HDR(low) o46 HDR.(low) in- 4C 4/S4.2 PRU/ECT TITLE'. Wiley Residence Pion Notes Legend Second Floor Framing Plan ® 11991 NE North Shore Rd 1. DO NOT SCALE DRAWINGS REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS AND ELEVATIONS. O® STRUCTURAL WALL OR POST BELOW Scale: 1/4=V-0' Belfair,WA 98528 2. TYPICAL FLOOR FRAMING CONSISTS OF V T&G PLYWOOD,FACE GRAIN PERPENDICULAR TO SUPPORTS OVER TRUSSES STRUCTURAL WALL OR POST ABOVE PER PLAN.NAIL SHEATHING WITH Bd AT 6'oc AT PANEL EDGES,SHEARWALLS.AND DRAG STRUTS NAIL AT 12'oc FIELD. NON-STRUCTURAL WALL BELOW 3. ROOF FRAMING CONSISTS OF ROOFING PER ARCHITECTURAL OVER 1'COX OR 3(e OSB APA RATED SHEATHING (EXPOSURE 1),FACE GRAIN PERPENDICULAR TO RAFTERS PER PLAN.NAIL SHEATHING WITH 8d AT 6•oc AT PANEL Wx SHEARWALL PER EDGES,SHEARWALLS,AND DRAG STRUTS.NAIL AT 12'oc FIELD. SPAN DIRECTION h bcra 4. PROVIDE A MINIMUM OF(2)BEARING STUDS AT EACH END OF ALL HEADERS AND BEAMS UNLESS NOTED OTHERWISE. E e� EXTENT OF JOISTS 5. ALL EXTERIOR WALLS SHALL BE W6 PER SHEARWALL SCHEDULE TYP.U.N.O. HEADER/BEAM PER PLAN 2106 Pacific Ave,Suite 3DO 6. ALL STAIRS AND INTERMEDIATE LANDINGS SHALL BE PER DETAILS SHOWN ON 9/S4.1. Tacoma,WA 98402 [ HANGER PH 253.627.4367 7. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. p1 6x6 POST WITH : (2)A35 TOP&BOTTOM Permit Set SHEET TITLE Beam Schedule Second Floor MARK BEAM HANGER BRG.STUDS B1 LVL 13408 HU14 2 Framing Plan B2 GL 31/848 HU3.25 16 2 B3 GL 51/2x18 HGUSS50 4 3 ` I/q"-1.o. B4 GL 81/4xl8 HGU9.OD-SDS 3 ate; February 14,2024 PROIECr NO: 00970-2023-06 SHEET NO: S2 .2 GINEERING SEATTLE S... PW21 S.xte lOp SeeN.WP 9BR1 TACO" 93�Brwdw 9 Suite Kq ama.WP 98103 CFNIRAL ISl— 1T 8 306 M36313 <ta NPeari 6heeLSS (2)2%8 HOR ssse ht 202 cS Say Fag W'A 9". CopyngM 2R23 Swmsm Say Fagel NI Ri9xs 0.ettiveE TYP.U.N.O. NAL DRAWN: SIB GL 31/2 x12 - I Drslox: RHR - --- • IN PLANE OF CHECKED: RHR DROPPED CEILING 7/54.2 APPROVED: RHR / 12/54.231, 08 HDR. GL 51/805 RIDGE ® ° ai 43. 12/54.2 REVISIONS: sio LS70 TO EA. — JOIST,TYP. WHERE SHOWN INV. INV. DBL RAFTER HUC HUC DBL RAFTER HUC HUC — JURISDICTIONAL APPROVAL STAMP 4C 8/S4.2 C� 4K6 HDR.(low) W/HUC EA END (tlp.of 3) i PROJECT TITLE' Wiley Residence Plan Notes Legend Roof Framing Plan ® 11991 NE North Shore Rd 1. DO NOT SCALE DRAWINGS.REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS AND ELEVATIONS. ® STRUCTURAL WALL OR POST BELOW SCOIe 1/4"=1'-0' Belfair,WA 98528 2. ROOF FRAMING CONSISTS OF ROOFING PER ARCHITECTURAL OVER)f COX OR 3(6 OSB APA RATED SHEATHING NON-STRUCTURAL WALL BELOW (EXPOSURE 1),FACE GRAIN PERPENDICULAR TO RAFTERS PER PLAN,NAIL SHEATHING WITH Bd AT 6"oc AT PANEL yN SHEARWALL PER EDGES,SHEARWALLS,AND DRAG STRUTS.NAIL AT 12"oc FIELD. 3. PROVIDE A MINIMUM OF(2)BEARING STUDS AT EACH END OF ALL HEADERS AND BEAMS UNLESS NOTED OTHERWISE. SPAN DIRECTION AROHMCT: 4. ALL EXTERIOR WALLS SHALL BE W6 PER SHEARWALL SCHEDULE TIP.U.N.O. a EXTENT OF JOISTS 5. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. HEADER/BEAM PER PLAN bcra [ HANGER 2106 Pacific Ave,Suite 300 Tacoma,WA 98402 P7 6r6 POST WITH PH 253.627.4367 (2)A35 TOP h BOTTOM K.P. 46 KING POST WITH AC CAP k(2)A35 BOTTOM Permit Set U..N.O.ON PLAN Roof Framing Plan SAC 1/4..0 1•_0 . DATE: February 14,2024 PRO)Ecr NIT. 00970.2023-06 SHEET NO S2 .3 HOLDOWN POST �1sTRUCTURwL PER SCHEDULE I I EDGE NAIL PER / ENGINEERING II SW SCHEDULE sEAnu 2124 Thntl Avenue.Suite 1 W HDU HOEDOWN FRAMING 1 FRAMING CONT. DECKING PER ARCH. seem..wa 9R121 I I I TACOMA WHERE OCCURS DECK GUARDRAIL DECK JOISTS PER 934ero.=9'"'.. I I iecwna.WA 981D2 SHEARWALL PER PLAN II PER ARCH PLAN CENTRAL WAL4INGTON ---U--- 2D6443.6212 4M N Peers S-15118 BEAM PER PLAN ssmyers.can Eums6u,gwA96926 DTT2 EA GUARDRAIL HEADED BOLT OR POST COPRigM2U3SN 5ey Fa*NiR%Resewm CONT.N4 EA.SIDE OF " ALL-THREAD W/ (2)1/2"0 HOC BOLTS ANCHOR BOLT a WASHER AND NUT EA.GUARDRAIL POST PER SCHEDULE - -- IC / ^ ` I POST PER PLAN W CCQAccQ CAPS k ABU (2)BAYS FULL-DEPTH BASE W/5/8"00"A.B. Holdown Schedule G 2x BLKG.W/A35 EA. 90 � 10"sq.PLINTH.REINF. ;, a END OF EA.BLOCK `.cppT,l,t'tF' Plan Anchor A.B. Holdown Post(D W/(4)f4 x VEKT. Mark Screws Bolt Embed if 2x4 if 2x6 Nl f3 x©0 6"oc E DRnvm. HDU2-SDS2.5 (6)SDS 1/4'x21/2- 5/e"1 12' (2)2x4 (2)2x6 FOOTING SIZE NkLL SIB_ REINF.PER PLAN DESwN: HDUS-SDS2.5 (14)SDS 1/i x21/2" S/d0 20' 4x6 4x6 RHR - CHECKED HDUll-SDS2.5 (30)SDS 1/4'x2r/2- 1'0 24" 400 6x6 RHRAPPROVED: RHR ALL FASTENERS INTO PRESSIKiE (D MINIMUM SIZE OF POST AT Elm OF WALL UNLESS OTHERWISE TREATED WOOD SHALL BE GALV. NOTED ON FRAMING PLANS. OR STAINLESS STEEL PER GENERAL NOTES 1 Typical HDU Holdown Typical Deck w/Guardrail Detail 3 4 REVISIONS. NOTE: SDWS22x4"SCREWS WATERPROOFING PER ARCH. MAY BE USED IN LIEU OF SDS SCREWS AT P.T.2x LEDGER TO MATCH CONTRACTOR'S OPTION DECK FRAMING(U.N.O.) P.T.2x STRINGERS 0 16"oc DTT2 EA GUARDRAIL W/(2)ROWS SDS1/4x31/2 (MAX.SPAN=7'-0') DECK GUARDRAIL POST SCREWS 0 16'oc PER ARCH r r FLOOR/FWNDATION _ DECKING PER ARCH. LUS SERIES HANGER s FRAMING PER PLAN A35 EA.STRINGER BEAM PER PLAN DECKING PER ARCH. TO TOEKICK DECK JOISTS 1/2"0 x4"A.B.0 48"oc (2)1/2 0 HOG BOLTS PER PLAN IURISD101MAL APPROVAL STAMP: MAX.(3 min) EA GUARDRAIL POST ..##------ DECK FRAMING P.T.2x6 TOEKICK- "`1� tl E PER PLAN NOTCH STRINGERS OVER, POST PER PLAN W/ P.T.DECK JOISTS !; yti END NAIL EXT.STRINGERS CCQ/ECCOSCAPS 8 ABU LUS HANGER PER PLAN BEAM PER PLAN FC INTO TOEKICK W/(2)16d BASE W/ /d 0x7"A.B. .e 6 10"sq.PLINTH.REINF. LSC HANGER ,} W/(4)f4 x L VFRT. 4"min. e a f3 x©0 6"oc � 5"max ALL FASTENERS INTO PRESSURE FOOTING SIZE 8 E SDS Screw Spacing Elevation TREATED WOOD SHALL BE GALV. L " OR STAINLESS STEEL PER I (2)04 E W TOP 0 BOT REINF.PER PLAN NM'. LEDGER FASTENER SPACING GENERAL NOTES R, MAY BE OFFSET UP TO 3"TO AVOID �##=—'-1�}� INTERFERENCE W/JOIST HANGER ALL FASTENERS INTO PRESSURE ALL FASTENERS INTO PRESSURE FOR CALLOUTS PROJECT nnE: TREATED WOOD SHALL BE GALV. TREATED WOOD SHALL BE GALV. IN COMMON OR STAINLESS STEEL PER OR STAINLESS STEEL PER REFER 12/S3.1 Wiley Residence GENERAL NOTES GENERAL NOTES 5 11991 NE North Shore Rd Typical Deck Stair Stringer 6 Typical Deck w/Guardrail Detail 7 Typical Deck Ledger Detail(w/TJ 8 I's) Bdfair,WA 98528 D 3'-0"min. PANEL EDGE NAILING OVER NOLDOWN STUDS/POST n rTECT HOEDOWN(where occurs) A35 PER SHEARWALL PER PLAN W/ALL-THREAD SCHEDULE bcra CONCRETE WALL (3)16d EA BLOCK TBJI BLOCKING TO MATCH A.B.SIZE HOEDOWN SCHEDULE IN VERTICAL HOLLDDOWN SSAIN TUTUDS/POST JOISTS AND 2106 Pacific Ave,Suite 300 ADD DIAGONAL IN WALL SHEATHING (2)16d TOENAILS SHEARWALL PER PLAN (4)8d INTO EA.BLOCK Tacoma,WA 98402 TO MATCH WALL REINF. PER PLAN THRU EA.JOIST NAILING PER SHEARWALL JOIST DIRECTION AND PH 253.627.4367 x SCHEDULE,TIP. 3 SHEATHING PER PLAN 1X/4"LSL RIM JOIST E (D.n.o.on plan) l Permit Set (2)s4 CONT.TOP (1 ea side DL a.b.) SWEET BEAM PER PLAN .E (2)16d THRU EA. Typical JOIST OR BLOCK YP NORMAL5F'ING POST PER PLAN W/ WHERE JOISTS ARE Concrete REINFOR 'E AC/LCE SERIES POST PARALLEL,PROVIDE ADD BAR a CAP AT TOP AND N 0 12'oc HORIZ. TA BLKG.0 48"oc Details MATCH NORMAL ae ABU SERIES POST .E 'e CTRD. P.T.2x6 PLATE W/A.B.PER SCAU; REINFORCING C t BASE AT BOTTOM W/ f4 0 18"oc VERT. SHEARWALL SCHEDULE(U.N.O.) 3/4"=1'-0'U.N.O. 00Y A.B.OR CTRD.(alt.bends) (5/8"0 0 48"oc elsewhere) DATE: ` LINE OF EXCAVATION %e"0x6'TITEN HD •ALL FASTENERS INTO PRESSURE February 14,2024 -' b TREATED WOOD SHALL BE GALV. PR0 N0: DD970-2023-06 NORMAL FOOTING -- OR STAINLESS S1EEL PER GENERAL NOTES snEET NO: REINFORCING FOOTING SIZE AND REINS.PER PLAN (2)14 CONT.BOT. •REFER ADDITIONAL RIM SCHEDULE FOR 5" 8" 5' ADDITIONAL RIM T SILL PLANE [�3• 1 SIZE REQUIREMENTS J 3 9 Typical Stepped Footing 10 Post Footing at Crawl Space (w/TJI's) Exterior Framing at Crawl Space 12 Shearwall Schedule 0©©©FOOD '§Av:�.1UCALTUR SAWN OR MFR. 16d NAILING / INEERING LUMBER.2x MIN. PER SCHEDULE Panel Edge Top Plate Connection Base Plate Connection 2EATnE SEE NOTES FOR Mark Sheathing Nailing if TJI if Woody at Wood® at Concrete TOP CHORD SPLICE lie^�wq 21wnc10D ADDITIONAL 2x NAILER TACDNA REQUIREMENTS WE 15/32'COX PLYWOOD 8d 0 6'oc 16d 0 6'oc A35 0 24bc 16d 0 6bc 3/4's A.B.0 487oc (12)16d 0 4'oc IN ssxewway.su+ewo 1/2"MAX TO (2)ROWS AT EA (2)l6d A7 EA - - TYP.DOUBLE TOP PLATE Taaana.wa 9sx02 16d NAILING EDGE OF " W4 15/32'CDX PLYWOOD Bd 0 4. 16d 0 4'ac A35 0 16'oc (2)rows 16d 0 6'ac 5A'/AB.0 32'oc STUD,TYR CBRRAL WAswNaTDN SIDE�SPLICE xH N Pea�15rceei.Suxe 8 2aa6.H36213 PER SCHEDUL7E WASHER W3 15/3Y CD%PLYWOOD 8d•3'a (2)rows 16d•4'oc A35 0 12'oc (2)rows 16d 0 6'oc 3/s'1 A.B.•24'oc Lrnsmee,a.rom Ellma 9.wAN926 Detall A Detail C W20O 15/32'CD%PLYWOOD Bd 0 2"oc (2)rows 16d 0 4'oc A35 0 9'oc (2)rows 16d 0 CDC II Sye'f A.B.0 lVoc as yrtz02s swm a sa Eat-ui R9 R e A 01 BLOCK PANEL EDlES WI7H 2x MIN.WD FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH&0 12'o.c. BOTTOM CHORD SPLICE A35(at exterior walls only) !C 3/8' 1/2' 22) 8d NAILS SHALL BE 0.131"0 x 2 1/2'(common)-16d NAILS SHALL BE 0.135"4 x 3 1/2'(box) OMIT AT HEADERS<6'-0' TYPICAL STUDS W/ min lyp. QQ EMBED ANCHOR BOLTS AT LEAST 7'.DRILLED AND EPDXIED THREADED ROD MAY BE SUBSTITUTED FOR ANCHOR BOLTS WITH 6"EMBEDMENT. SPACING PER PLAN TITEN HD SCREW ANCHORS MAY BE SUBSTITUTED FOR ANCHOR BOLTS W/4'EMBEDMENT.ALL BOLTS SHALL HAVE 3'x 3"x 1/4"MIN.PLATE (6)16d WASHERS.PLATE WASHERS SHALL EXTEND TO WITHIN 1/2'OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEATHING.SEE DETAIL C. .ys� PLYWOOD xD 3x STUDS OR DOUBLE STUDS NAILED TOGETHER W/BASE PLATE NAILING ARE REQUIRED AT ABUTTING PANEL EDGES OF W3 AND W2. ___ o�SSN1NAt EDGE NAILING EDGE TYP.STUDS -BEAM LA HEADER OVER EA.STUD SEE DETAILS. WHERE 3x STUDS ARE USED FOR W2,STAGGER NAILS AT ADJOINING PANEL EDGES. PER PLAN eQ eq (1) TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SHEARWALLS AND ALL END STUDS SHALL RECEIVE PANEL EDGE NAILING. SEE PLANS AND HOLDOWN SCHEDULE FOR ALTERNATE REQUIREMENTS. I - - - PROVIDE(2)BEARING DRnwN. SIB 16d NAILING STUDS U.N.O. PER SCHEDULE © ALL EXTERIOR WALLS SHALL BE 0,UNLESS NOTED OTHERWISE. 4'-IY min.BETWEEN SPLICES I DESIGN: RHR Detail B 02 7/16.O.S.B.MAY BE SUBSTITUTED FOR 15/32"CDX. CHECKED: SPLICE TO OCCUR AT� RHR OR LTP4's(HORIZONTAL ORIENTATION)W/Bd COMMON MAY BE SUBSTITUTED FIX2 A35's AT CONTRACTORS OPTION. `�— I PLAN VIEW AT ABUTTING PANEL OF VERT.STUD TYP. APPROVED: EDGES OF W3 h W2RIN (1 A 2x NAILER ATTACHED W/BASE PLATE NAILING PER DETAIL A MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. RHR Detail 0 ® AT MULTI-ROW NAILING,MINIMUM OFFSET BETWEEN ROWS AND ROW SPACING 1/2-,SEE DETAIL D. D PROVIDE(3)ROWS 16d 0 6"oc AT LVL RIMS. Shearwall Schedule- (Sheathed One Side) 2 Typical Top Plate Splice 3 Typical Header Support W/2 Bearing Studs 4 REVISIONS. BEARING WALL STUDS BEARING WALL STUDS STUD MAX DEPTH OF MIN DEPTH REMAINING STUD MAX DIAMETER MIN DEPTH REMAINING — SIZE EDGE CUT OR NOTCH AFTER CUT OR NOTCH SIZE OF BORED HOLE AFTER BORED HOLE 2x4 2 W' 2x4 1 W'EA SIDE OF HOLE — 2x6 1 4 2x6 2 fi W'EA SIDE OF HOLE yA�pix Of 2x8 1 i 51/2" 2x8 2 " 'EA SIDE OF HOLE — J' STUDS.n[� STUDS MAY NOT BE BORED IN EXCESS OF 40%OF 1IiE ,ry W STUD,IF STUDS ARE DOUBLED,BORINGS MAY BE AT,Lf I INCREASED TO 60%OF STUD WIDTH PROVIDED NOT O{)T �pld BU"SPA I,c•On{EP- MORE THAN(2)SUCCESSIVE STUDS ARE BORED. IURISDICIONAL APPROVAL STAMP' SA 1>1� 0Of 50JD 1't0OTGII WHEIRE CUTT OORR NOTCH�HAS BEEN MAADDE..SAME SECTION 5 A CUTOR nL AF 00 � A NON-BEARING WALL STUDS NON-BEARING WALL STUDS DIN"- STUD MAX DEPTH OF MIN DEPTH REMAINING STUD MAX DIAMETER YIN DEPTH REMAINING 0 5T.1"R .d TO SIZE EDGE CUT OR NOTCH AFTER CUT OR NOTCH SIZE OF BORED HOLE AFTER BORED HOLE 13 floo� j11 �pOTM 0a�iNL`f`TfR 2x6 2 s' 3 2x6 3 i "EA SIDE OF HOLE �[IfVIE? 5 f 5P �p,.IrAR��q� 2x8 2/a' 4 4 i EA SIDE OF HOLE T�{ tpofqAo i'MI LAKu`' NOTE STUDS MAY NOT BE BORED IN EXCESS OF 60%OF THE NGS SHALL NOT BE MADE AT THE SALE SECTION INHERE CUT OR NOTCH HAS BEEN MADE IIAA' CU�`FTING AND NOTCHING WOOD STUDS BORED HOLES IN WOOD STUDS NOTE. uuOTE. Y: PROTECT TITLE'. DO NOT NOTCH MORE THAN THREE ADJACENT BORED HOLE NOT PERMITTED IN MORE THAN THREE STUDS WITHOUT REVIEW BY ENGINEER. ADJACENT STUDS WITHOUT REVIEW BY ENGINEER. .I Wiley Residence p 11991 NE North Shore Rd 5 6 Typical Holes and Notches in Wood Studs O Belfair,WA 98528 PANEL EDGE NAILING TO ALL HOLDOWN STUDS/POST NAIL END STRINGER Table A (mounting distance from edge of TO 2x6 NAILER W/ hole to inside face of support) HOLDOWN PER PLAN REFER TO SCHEDULE ARCHrTEC- (3)16d 0 16"oc HOLE SIZE 2' 3' 4' 61/2' MIN.DISTANCE V-6' 2'-0' S-0' 5'-6' L/B L/8 L/2 L/8 L/8 SHEARWALL r v HOLDOWN POST/STUDS bcra TREAD PER ARCH. PER PLAN ii v PER SCHEDULE NOTCHING OF TOP k BOT. CHORDS IS NOT PERMITTED II PLYWOOD SHEATHING 2106 Pacific Ave,Suite 300 PER��. MIN.DISTANCE _�i_ PER PLAN Tacoma,WA 98402 \I 3/i PLYWOOD FROM TABLE A TYPICAL HOLES NO CUTTING OF WEBS IN PH 253.627.4367 KICK PLATE 3/i PLYWOOD HATCHED AREAS,TYP. AI SHEATHING ORIENTATION II FULL WIDTH VERTICAL rssuE. PER PLAN in GRAIN BLOCKING _ yr TO MATCH HOLDOWN Permit Set `\ --- PER STUSCHEDULEK� I I SHEET TITLE. 2x6 NAILER W/ 5---� 6' 6' 6' $ I REFER TO PLAN FOR Typical S3S5 TO EA USHADING INDICATES ,5 II LOCATIONS WHERE 2x DIAMETER OF PERMISSIBLE ZONE II WALL CONTINUES Wood / LARGER HOLE FOR HOLES 13/i I.S.STRINGER LSC HANGER 200 0 16"oc Holes Permitted Details 0 24"oc max. saR.E: (11'max length) 4x10 TYPICAL HOLE SIZE SHALL NOT DES: 3/4'=x'-o"U.N.O. A Typicd Rise T IC�d�QI�19 EXCEED 61/2:NO MORE THAN 1. 8 DIAMETERS MINIMUM CLEAR SPACING BETWEEN ADJACENT HOLES. Holdown Strap Schedule DATE: 2. TOTAL NUMBER OF HOLES NOT 70 EXCEED(1)HOLE PER 5 FEET OF BEAM LENGTH. February 14,2024 (3)MAX SIZE HOLES ARE Plan End *Nails Ea. Holdown Studs/Post PROJECT ND: ALLOWED IN EACH SPAN. 00970-2023-06 ALL TREAD AND RISER Mark Length End Length if 2x4 if 2xN5 DIMENSIONS PER ARCH. WALL OR SUPPORT CS16 1'-2' (13)8d (1)2.4 (1)2,6 S4. 1 Typical Stair and Landing Detail 9 Allowable Cutting in Web Joist Members 10 Holes in Glulam Beams Typical Holdown Schedule 12 ' �NGWEERING $EATTIe PANEL EDGE NAILING PANEL EDGE NAILING 3I34 Tmm mne Too I OVER ALL HOEDOWN OVER ALL HOEDOWN Seame.WA 98t3t STUDS/POST VERT.GRAIN BLKG.TO STWS/POST T"CON� —w MATCH HOEDOWN STUDS/ T encome,WA w sae Too i9 SHEARWALL PER PLAN POST SHEARWALL PER PUN asimuwASn—ov VERT.GRAIN BLKG.TO 3o6.M3.63V 4U N'eP iSnen SoneB HOLDONN(where occurs) (4)Bd INTO EA.BLOCK HIXDOWN(There occurs) MATCH HOLDOWN STUDS/POST sskngareers.=a^ E ,g.wA 1e936 Cop"M 2N3 Swmsm SW Fagel-NI Rights Re ,J TRUSS PER PLAN PER PLAN.REFER TO HD PER PUN.REFER TO HD STRAP SCHEDULE FOR TRUSS&SHEATHING STRAP SCHEDULE FOR TRUSS&SHEATHING t ADDL.INFO. PER PLAN ADDL.INFO. PER PLAN C a NAILING PER SHEARWALL j NAILING PER YP EARWALL i w SCHEDULE,TYP. j, 1}/i 13 LVL RIM TO MATCH I /4 LVL RIM BEAM TRUSS DEPTH 1HA HANGERfbNAL LL EACH TRUSS NAILING PER SHEARWA � MIT HANGER A35 PER SHEARWALL A35 PER SHEARWALL SCHEDULE,TYP. SCHEDULE NAILING PER SHEARWALL I _ SCHEDULE °RA°'°^a. S3B \��BEAM PER PLAN �� SCHEDULE,TYP. j v DESIGN: -- _ i� (2)16d INTO EA.BLOCK BEAM/HDR.PER PLAN RHR (where occurs) CHECKED: TRUSS BLKG.0 48'oc RHR SHEARWALL PER PLAN APPROVED: BEAM/FiDR.PER PLAN SHEARWALL PER PLAN RHR (where occurs) REFER TO SHEARWALL REFER TO SHEARWALL SCHEDULE FOR ADDITIONAL SCHEDULE FOR ADDITIONAL RIM Siff REQUIREMENTS RIM SIZE REOUIREMENTS 1 Typical Flush Beam(w/Trusses) 2 Exterior Floor Framing(w/Bottom Chord Parallel) 3 Exterior Floor Framing(w/Bottom Chord Bearing Trusses) - REVKIDNg: HUCO HANGER RIDGE BEAM PER PUN 8d 0 6'oc — - - - - W -—-—-—-— A35 PER SHEARWALL — SCHEDULE 41/t'mio. --- - (2)WO THRU BOLTS NOTCH TO LET •\ TO CONNECT HIP BEAMS OUTRIGGER THRU (5)Bd INTO EA.BLOCK SHEATHING PER PLAN TO RIDGE BEAMS / I \ Bill 0 6bc I lUR15DICTIgIAI APPROVAL STAMP BEVELED BLKG,TO FASCIA : %/ i •\ RECEIVE THRU BOLTS PER ARCH. OUTRIGGER FULL DEPTH BLOCKING (may be drikd for venT / I \ HIP BEAM PER PLAN 2K4 OUTRIGGER RIDGE BEAM PER PLAN LAID FLAT 0 24'oc RAFTERS&SHEATHINGRAPIER PER PLAN NAILING PER �� PER PLAN H1A EA.RAFTER FASCIA PER ARCH. ' SHEARWALL SCHEDULE per arch. — 2t BLOCKING 0 48'oc j HEADER/BEAM PER PLAN ( c' mat.) EACH TOENAILS THRU NAILING PER SHEARW21/2'mio. SHEARWALL PER PLAN EACH BLOCK SCHEDULE HEADER/BEAM SHEARWALL PER PLAN PER PLAN Section PROTECT TrtIE: Wiley Residence 5 11991 NE North Shore Rd 6 Exterior Non-Bearing Wall 7 Exterior Bearing Wall 8 Belfair,VIA98528 ARCNRE" 8d06oc b P.T.2:LEDGER W/ bcra TO SOS SSCRE TUD and 62) 2106 Pacific Ave,Suite 300 SHEATHING PER PLAN Tacoma,WA 98402 A35 EA.RAFTER PH 253.627.4367 Bd 0 6'oc LRU2 HANGER LSTA24 0 24'oc RAFTER BEAM PER PLAN W/ TO RAFTER uwE: SOWS 0.22*0 t B' FULL DEPTH BLOCKING Permit Set (may be drilled for venting) RAFTERS&SHEATHING �� PER PLAN SNEE' RAFTER PER PLAN 'E FASCIA PER ARCH. Typical WO LAG SCREW _ �ru H1a FA RAFTER Wood (embed Y) -- �arcA BEAM PER PLAN RIDGE BEAM Details P.T.46 5/e'0 LAG SCREW � PER PLAN SCALE: (embed 5') 3/4'=t'o'U.N.O. P.T.44 r 'E DATE; -- February 14,2024 S 3ro•1 LAG SCREW --- .c PROIECTNO: E D0970-2023-06 SHEET N0: FOR CALLOUTS IN COMMON S4.2 REFER 4&11/54.2 9 10 1 Ridge Beam w/LRU Hangers 12 � \\9 1 qc)y-lc(-a o--,- Owglo� q - W-3q � -- RECEIVED MAR 13 2024 PLANNING 615 W. Alder Street