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APPROVED BLD RESUB1 BLD2024-1303+Architectural_Plan+10.28.2024_11.06.19_PM+4586472ABBREVIATIONS: GENERAL NOTES: APPLICABLE CODES: VICINITY MAP: VNR Design AFF ABOVE FINISH FLOOR 1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2021 IRC AS IRC 2021 AFG ABOVE FINISH GRADE ADOPTED AND AMENDED BY CITY OF EDMONDS, WSEC 2021 ALUM ALUMINUM SNOHOMISH COUNTY, WA. 0 AWN AWNING WINDOW pugel 1505 68th st SE, Auburn, WA P 0N m 196th St SW 3 3 � BLDG BUILDING 2. REFER TO DIMENSIONS ONLY, DO NOT SCALE DRAWINGS. - Elleme ttarySchool m m t vroshchuk@gmail.com BLKG BLOCKING _ ,,,��°� = m (206) 330-7056 rn 199th St SW CLG CEILING 3. ALL WINDOWS SHALL BE DUAL GLAZED, MATCHED TO SASH, Argonaut Diving 0 £ Caspers St -- 2001h St SW CLO CLOSET WITH A U-VALUE OF .28 OR BETTER. ALL WINDOWS SHALL 2021 IRC Appendix AWY e Maplewood Q � � d Cooperative o L w BodGe Bodywork, PLLC ia Fahl ll STAMP: CLR CLEAR BE INSTALLED AT SILL/HEAD HEIGHT AS DIMENSIONED IN THE BOWL m o .Z OF EDMONDS = — o 202nd St Sw y 3 202ndt CMU CONCRETE MASONRY UNIT THESE PLANS. THE WINDOW MANUFACTURER IS TO BE Carolwar f <' City 1. PER AWY 103.1 ALL SITES WHERE RECYCLABLE D GIen51 Glen St a Pine Ridge Municipal) COL COLUMN RESPONSIBLE FOR THE STRUCTURAL STRENGTH OF THE ry Park m Edgewood Church Q Q c CONC CONCRETE WINDOW UNDER WIND LOADS. CONSTRUCTION AND DEMOLITION MATERIALS ARE ;.au rtt5 Oa ey Si Datep St E �Qy --c ng Norih m Sprague St v d CONT CONTINUOUS GENERATED AND TRANSPORTED FOR RECYCLING MUST a SallshInsurance Group Z a + y f _ Homeownrs isurence d ,_ a+ 4 o Pine Ridge .a 206th st sw CSMT CASEMENT WINDOW 4. EVERY DWELLING UNIT SHALL BE PROVIDED WITH SMOKE PROVIDE A SEPARATE CONTAINER FOR NONRECYCLABLE Bell St _ E Park a College Place MATERIALS. P © o m Middle School D CLOTHES DRYER ALARMS CONFORMING TO SECTION R314 OF THE 2021 IRC. �ra ofEd a s 0 Edmonds SdnolsleLbarrri s m a :Mains[ Main St ..�—�--.•.- ��' 2081h Pr _ce a 208th PI SW DIA DIAMETER SMOKE ALARMS SHALL BE INTERCONNECTED AND Sell-Acceptace m m 2. A WASTE DIVERSION REPORT SHALL BE SUBMITTED PRIOR a Maples' Maol.St �o DN DOWN HARD -WIRED WITH BATTERY PACKS AND PLACED IN THE Yost Pool O TO THE CERTIFICATION OF OCCUPANCY ISSUANCE PER Alders' ° m AlderBt IDS DOWN SPOUT FOLLOWING LOCATIONS: IN EACH SLEEPING ROOM, r E _ p. DW DISHWASHER OUTSIDE EACH SLEEPING ROOM IN THE IMMEDIATE AWY103.3. Edmonds ur Edmonds Bowl walnut St 212thS1SW Q 212th EA EACH VICINITY AND ON EACH STORY OF THE DWELLING, Ace Hardware 3A C DeaIrsKe CEtl ar Si Oy 3 i ' ' Marsh � m 4ualdy�Iceys � ao - a rn �' Spence Sty �, Spruce St EQ EQUAL INCLUDING BASEMENTS AND HABITABLE ATTICS; DOES NOT Eit Pa�'k a a m a P a $d Born Kay o m EX EXISTING INCLUDE CRAWL SPACES OR UNINHABITABLE ATTICS. 2,4t PISW o Point Edwards 0 Lawel St /� 215�°``YSW a 3 Condominiums0 Chase Lake Pine 51 P ne st Pine g, studio ckto �/, 2161h St SW °' z 2161U S1 sw Elementary School Swedish O EXT EXTERIOR SMOKE ALARMS SHALL NOT BE INSTALLED WITHIN 3FT Pine Street o 3 m Edmonds Campus a; Triad Law. Group Play(leld FDN FOUNDATION HORIZONTALLY OF ANY BATHROOM DOORS OR OPENINGS Makah L a 217Ih St SW ^ Fit 51 it 2181n StSW 218th StSW 21ath stSW O FF FINISH FLOOR THAT CONTAIN A BATHTUB OR SHOWER, UNLESS THIS mQ — PINE PARK Q WinCoFoods /A FLR FLOOR WOULD PREVENT PLACEMENT OF A SMOKE ALARM B211aC661aHd NEIGHBORHOO1.D P O'AFHAPovdeemle� ,/�♦ FRZ FREEZER REQUIRED BY R314.3. Faso Elny�1 m �z2othsisw ® - 22Gmstsw O FT FOOT, OR FEET `ar O F a a W _ •� Q Helen Loving Care AFH Q Esperanee }� FURN FURNACE 5. ALL GLAZING IN HAZARDOUS LOCATIONS, AS DEFINED IN Park & Off I GA GAUGE SECTION R308.4 OF THE IRC, SHALL BE TEMPERED GLASS. GALV GALVANIZED O GC GENERAL CONTRACTOR 6. CAULKING SHALL BE PROVIDED AT ALL SASHES, DOOR GLB GLUE -LAM BEAM SILLS, MUD SILLS, AND AROUND ALL EXTERIOR TRIM. ALL Q� GWB GYPSUM WALL BOARD CONCEALED VERTICAL AND HORIZONTAL DRAFT OPENINGS HDR HEADER CREATED AS A RESULT OF INSTALLING ROUGH O HDR-HT HEADER HEIGHT MECHANICAL, ELECTRICAL, OR PLUMBING EQUIPMENT GRAPHIC LEGEND D RAW I N G INDEX■ E HM HOLLOW METAL SHALL BE DRAFT STOPPED WITH EXPANDING FOAM. ma HT HVAC HEATING, VENTILATING, & AIR 7. FIREBLOCKING SHALL BE PROVIDED EVERY 10'-0" IN ALL ARCHITECTURAL: W CONDITIONING HORIZONTAL AND VERTICAL STUD BAYS. L IN INCH ## 0001 COVER SHEET ABBREVIATIONS � Q DETAIL A001 SITE PLAN INSUL INSULATION 8. METAL FLASHING SHALL BE PROVIDED AT ALL POINTS ## N INT INTERIOR REQUIRING WATERPROOFING, INCLUDING: JUNCTIONS OF N LAV LAVATORY ROOF TO WALL, CHIMNEY TO ROOF, SKYLIGHT TO ROOF, A101 EXISTING GROUND FLOOR PLAN ILL ## A102 EXISTINGMAIN FLOOR PLAN LBS POUNDS ABOVE ALL EXTERIOR WINDOW AND DOOR TRIM, AND ALL ELEVATION SYMBOL LF LINEAR FEET OTHER PROTRUDING ELEMENTS. ## A201 NEW GROUND FLOOR PLAN MAX MAXIMUM A202 NEW FIRST FLOOR PLAN MFR MANUFACTURER 9. ALL BATH AND KITCHEN EXHAUSTS SHALL BE VENTED TO A204 NEW ELEVATIONS LO MIN MINIMUM THE OUTSIDE. YA SECTION SYMBOL N MISC MISCELLANEOUS Ax.xx A501 DETAILS Z N MTL METAL 10. ANY HEATING OR COOLING EQUIPMENT LOCATED IN A •—.-..—.-..—.-..—.-..—.-..—.-..—....—. MW MICROWAVE GARAGE AND WHICH GENERATES A GLOW, SPARK, OR 1 ! Q MATCHLINE TAG N NEW FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL i OBTAIN A SEPARATE STRUCTURAL: 4� (nIS NTS NOT O SNIC NOT IN CALE BE INSTALLED A MINIMUM OF 18" ABOVE FLOOR LEVEL. ! PLUMBING PERMIT i REVISION TAG � • A S0.1 GENERAL NOTES Q� OC ON CENTER 11. GARAGE DOOR TO RESIDENCE SHALL BE SOLID CORE WTH ; FROM THE CITY OF ! S1.1 FOUNDATION PLAN L OH OVERHANG CLOSER, GASKET, AND THRESHOLD. i 1 ## WINDOW TAG S1.2 UPPER FLOOR FRAMING PLAN OSB ORIENTED STRAND BOARD EDMONDS. i S1.3 ROOF FRAMING PLAN PLT HT PLATE HEIGHT 12. EVERY DWELLING UNIT SHALL BE PROVIDED WITH CARBON 1 �X FLAG NOTE S2.1 SECTIONS • � PLYWD PLYWOOD MONOXIDE ALARMS PER SECTION R315 OF THE 2021 IRC.'—•-••—•-••—•-••—•-••—•-••—•-••—•-•—•-•S3.1 FRAMING SECTIONS 4—J PT PRESSURE TREATED CARBON MONOXIDE ALARMS SHALL BE PROVIDED IN ............ S4.1 SCHEDULES U V PWDR POWDER ROOM DWELLING UNITS WHEN ONE OR BOTH OF THE FOLLOWING i 1 PARTITION TAG R RADIUS CONDITIONS EXIST: OBTAIN ELECTRICAL ■ REFR REFRIGERATOR > THE DWELLING UNIT CONTAINS A FUEL -FIRED APPLIANCE 0O SF SQUARE FOOT/FEET > THE DWELLING UNIT HAS AN ATTACHED GARAGE WITH AN ; PERMIT FROM ! XXX EQUIPMENT TAG L L SIM SIMILAR OPENING THAT COMMUNICATES WITH THE DWELLING. EACH � STATE LABOR & ! SPECS SPECIFICATIONS CARBON MONOXIDE ALARM SHALL BE LOCATED OUTSIDE OF 1 N STRUCT STRUCTURAL EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE i ! NORTH ARROW SUSP SUSPENDED VICINITY OF THE BEDROOMS, ON EACH FLOOR, OR WITHIN INDUSTRIES ; 1 TEMP TEMPERED THE BEDROOM THAT HAS A FUEL -BURNING APPLIANCE. 1 PERMIT SET TBD TO BE DETERMINED CARBON MONOXIDE ALARMS MUST BE HARDWIRED WITH A T&G TONGUE AND GROOVE BATTERY BACK-UP. :—.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._..._.._.._.._..—..—..—..—..—..—..—..—..—..—..—..—.._.._.._..—, DIRECTORY: 1 1 CONSTRUCTION & DEMOLITION TRT TREATED j WHERE ADDITIONS OR ALTERATIONS REQUIRE A PERMIT MATERIAL MANAGEMENT 1 REVISIONS: TO BE ISSUED INTERCONNECTED SMOKE ALARM AND CO TYP TYPICAL 13. INSTALL DRAFTSTOPS IN FLOOR -CEILING ASSEMBLIES SO DETECTORS THROUGHOUT THE DWELLING IS REQUIRED. 1 I i CLIENT: LINO UNLESS NOTED OTHERWISE THAT THE AREA OF THE CONCEALED SPACE DOES NOT j 1 PER THE REQUIREMENTS OF IRC APPENDIX Y APPLY TO I REFER TO 2021 IRC R314 AND R315 FOR MORE j I THIS PROJECT. PROVIDE THE REQUIRED REPORTS VIF VERIFY IN FIELD EXCEED 1000 SQ.FT. DRAFTSTOPPING SHALL DIVIDE THE 1 INFORMATION. 1 INCLUDING THE FOLLOWING: NAME: Dat Nguyen W CLOTHES WASHER CONCEALED SPACE INTO APPROXIMATE EQUAL AREAS. ! 1 _ ooroonnrniT r�nnn ! ADDRESS: 1225 Skyline Dr. Edmonds, WA 98020 .-..—..—..-..—..—..-..—..—..-..—..—..-..—..—..-..—..—..-.. —..+ T SALVAGE ASSESSMENT y WD WOOD 1 ■ WASTE DIVERSION REPORT 1 j ■ SEPARATE CONTAINERS WH WATER HEATER 1 DESIGNER: WIC WALK-IN CLOSET ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE NAME: Viktor Roshchuk ADDRESS: 1505 68TH ST SE, AUBURN, WA 98092 STRUCTURAL ENGINEER: NAME: Cornell E.Burt, PE BURT ENGINEERING PLLC ADDRESS: 18530 Meridian Ave N, Shoreline, WA 98133 City Of Edmonds Building Department Work REMODEL Address 1225 SKYLINE DR ------------------------------- Owner NGUYEN --------------------------- ---------------------------------------- Approved Date 1Q/29/20 Building Official ww(,�ja ----------------------- Permit Number BLD2024-1303 ------------------------------------ DATE: 10/25/2024 SCALE: As Shown JOB #: 07-2024 SHEET TITLE: COVER SHEET ABBREVIATIONS RESUB Oct 29 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET: 0001 WSEC RESIDENTIAL COMPLIANCE WALL SLAB FLOOR SKYLIGHT Single Rafter Vaulted Ceilings ATTIC GLAZING U FACTOR R-20+5ci R-10 R-31 U-0.5 R-38 R-60 U-0.30 WINDOW VNR Design PROJECT DESCRIPTION: The project scope includes the following: 1. Remodel and renovation of existing residence interior. Replace all existing windows to match existing sizes with exception of windows noted on plans as to be re -sized. Table 1: Property Information Parcel Number 00423000004700 Jurisdiction Edmonds, WA Zoning RS-12 Sec-Twn-Rng-Qtr SE1/4 SEC24 T27N RK Legal Description EMERALD HILLS BLK 000-D00 - LOT 47 SUB TO ESE T PUD AND GEN TEL Lot Square Footage 0.36 Acre(s) Address 1225 Skyline DR, Edmonds, WA 98020 Property Owner Name NGUYEN TIEN-DAT/LE KIEU Owner's Address 1225 Skyline DR, Edmonds, WA 98020 Owner's Phone NA Owner's Email NA Applicant's Name Viktor Roshchuk Applicant's Address 1505 68th St SE, Auburn, WA Applicant's Phone 206-330-7056 Applicant's Email vroshchuk@gmail.com Table 2: Project Areas Existing SF Final SF Ground Floor Level 2,595 SF 2,595 SF Main Floor Level 2,040 SF 2,025 SF Residence Totals 4,635SF 4,620 SF Table 3: Setbacks Required Proposed/Existing Street 25' 25' Side Interior 10, 10, Rear 25' 25' 5" Bush tree 5" Bush tree � \ � \ p O \ / O 1 1 5' Bush tree O 1 5" 7 Bush tree O / \ 1 5" Bush tree \ �� � 5" Bush tree O I � \ _1/ 5" Bush tree O I ° 5" Bush tree \ 5" Bush tree O " B sh tree Lawn \ \ 5" Bush tre � \ a d ° d° d 1 5" ush tree p O \`\� Bush ee ° 5" Push tree \ 5" Bush tree tree 1 , Bush \ \ 1�5h tree O p 5" Bush tre 5" Bush tree O / \ \ \ Bush tree 0 1 I u 5" Bush tree Bush tree O 5" Bus tree) 1 5" Bush tree \ d 5" Bush tree \ 1 d \ 5" Bush tree 1 ° \� 5" B sh tree \ d° O ° � Bush tree 5O o " Bush O 5" Bush tree ° 5" Bush tree \ O d 5" Bush \ O 5" Bush tree I O 5" Bush tree e \ � \ 5" Bush t e e5" Bupsh tree \ u a < ° g \ 5" Bush tree ° 5" Bush tree O 5" Bush tree e ° O \ 1 1 5" Bush tree \ 5 Bush tree a Lawn ° O 4 e� Bush tree ° a O e 5" Bush tree 5" Buush t e O °a 5" Bush tree \ e d O 5" Bush tree d ° °a e 5" )Buh tre O 4 ° 5" Bush tree 5" Bush tr O O d ° \ 5" Bush tree 5" Bush tree a a O 12" Tree a� ti5A a5a� I ya / Aat 5� ti O I 12" Tree (E)Residence Footprint 2,595 SF (E)Residence Roof Area 3,445 SF O Bus1 5" h tree O a Bush tree o d oN O Lawn 5 Bush tree O 1 8 Tree 1 p \I 5" Bush tr e O' I 8" Tree 0,0 , 10' Rear Yard Setback HEAT e LOCA IONS \ O 1 5" Bush tree O " Bush tree — O Bush �ree O I 12" 1 /x O 5" Bush tree O 5" Bush ee u \ � Bush O 5" Bush tree Lawn O O 12" Tree 5" Bush tree e \ O 5" Bush tree p / — 5" Bush tree O 5" Bush tree O 1�I "Red M NOTE: A remodel of existing structure not required to meet additional energy credit requirements. There are no additional square footage being added to the building as part of this project. NOTE: New HVAC system (REFER TO BLD2024-1049 FOR ADDITIONAL INFO LG HEAT PUMP MODEL # LC369HHV OR EQUAL LG HEAT PUMP MODEL # LC489HHV OR EQUAL LG MULTI F CEILING -CONCEALED HIGH STATIC DUCT MODEL # LHN368HV OR EQUAL 1505 68th st SE, Auburn, WA vroshchuk@gmail.com (206) 330-7056 STAMP: O N O O ■ ♦V > O n W OC p E ^� W � W V♦ W Cn Ln N Z N r W f z � T U 4-J (1) U O •� O L. CL Ii PERMIT SET REVISIONS: DATE: 10/25/2024 SCALE: As Shown JOB #: 07-2024 SHEET TITLE: SITE PLAN RESUB Oct 29 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N 1 SITE PLAN A001 SCALE: 1 "=10' A001 FLOOR PLAN NOTES VNR Design 1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS AND CONDITION PRIOR TO CONSTRUCTION. 1505 68th st SE, Auburn, WA vroshchuk@gmail.com (206) 330-7056 STAMP: O N O _ 00 O � O ' I I O (E)RESTROOM RESTROOM I I EI I I ^^++ I I I W (E)BEDROOM 1 SHOWER (E)BEDROOM 2 O SHOWER (E)UTILITY STORAGE I I O I I I Uj I I I I (E)2 CAR GARAGE z e aro Cn aro N Z N II ■ ■ I � Water Furnace I I Heater rV l /^v■,� �r-------------------- II IL______ (E)LIVING ROOM L ] C Q U 4-j x Q) �U) (E)LIVING ■ (E)BEDROOM 3 O O 3,_y. 1 PERMIT SET REVISIONS: 1 REVISION 1 DATE: 10/25/2024 SCALE: As Shown JOB #: 07-2024 SHEET TITLE: EXISTING GROUND 1 EXISTING GROUND FLOOR PLAN FLOOR PLAN A101 SCALE:1/4"=1' RESUB Oct 29 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET: FLOOR PLAN NOTES VNR Design (E)BEDROOM 4 I I\/IAI(_ DnnhA EL III''. SHOWER (E) BATHROOM a ---------- - -1 ----------------- ----------------- II --------------- ----------------- II II II MASTER SUITE (E) SKYLIGHT A OVE ■ (E) BATHROOM ■ SKYLIGHT ABOVE I (E) SKYLIGHT ABOVE I r — — — — I II II DINNING DINNING I I I II I II I II I I� 3'_9" I I I II I I� I I� I I� I I� a I sro� aro EXISTING MAIN FLOOR PLAN SCALE: 1 /4"=1' DAKITDV KITCHEN Eal E( ) DECK 1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS AND CONDITION PRIOR TO CONSTRUCTION. 1505 68th st SE, Auburn, WA vroshchuk@gmail.com (206) 330-7056 STAMP - fp z U ■ rME114 O L. CL I i vi 0 E W W Cn LO N N E0 -61 U 4� 0 L PERMIT SET REVISIONS: DATE: 10/25/2024 SCALE: As Shown JOB #: 07-2024 SHEET TITLE: EXISTING MAIN F Wf gLAN Oct 29 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT .qHFFT- Al 02 FLOOR PLAN NOTES VNR Design 1. INSTALL INDEPENDENT RIGIT METAL DRYER DUCT EXHAUST SYSTEM PER MANUFACTURER'S INSTRUCTIONS IAW IRC M1501. AND WASHINGTON STATE VIAQ 302.2.1 2. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDERSTAIR SURFACE AND SOFFITS PROTECTED ON THE ENCLOSED SIDE W/ 1/2" GWB. 3. SEISMIC STRAPS REQUIRED PER UPC 507.2 4. 5/8" TYPE 'X' GWB AT ALL WALLS AND CEILINGS BETWEEN THE GARAGE AND HABITABLE AREAS. 5. R-10 FOAM INSULATION AT ALL HEADERS IN CONDITIONED SPACES, U.N.O. 6. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS AND CONDITION PRIOR TO CONSTRUCTION 7. ALLOW ROOM ON PROFILES FOR JOINTS 1505 68th st SE, Auburn, WA vroshchuk@gmail.com (206) 330-7056 STAMP: O N A B C D E F G FLOOR PLAN LEGEND C) co 2X WOOD STUD WALLS @ 16" O.C. Q 1 }� CREQUIR:ED AZING 1 TANKLESS GAS CLOSET DOOR SHALL FAN - 50CFM MINIMUM WX WX PER R308.4.5. WX WATERHEATER PROVIDE 100 S UARE & > INCHES OF MAKE UP AREA. O n SD SMOKE ALARM - INSTALL IN ACCORDANCE WITH NEPA 72 0 10'-3° PANTRY CARBON MONOXIDE ALARM - LISTED AS COMPLYING WITH UL 2034 SOAK TUB SHOWER 4'-0" T-2° © AND INSTALLED IN ACCORDANCE WITH NEPA 72 O 7'-6" LAUNDRY 0 ma UTILITY ROOM NEW 1-HOUR FIRE V Uj RESTROOM VENTILATION SHALL BE STORAGE RATED WALL PER 2021 IRC R302.5.1 i PROVIDED PER 2021 RESTROOM DOORS SHALL BE IRC, SECTION G2407 20-MINUTE MINIMUM 3'-6 1/4" (3 FIRE -RATED AND SHALL AT ® 1 BE SELF -LATCHING AND EQUIPPED WITH A V/ ® SELF -CLOSING OR (E)2 CAR GARAGE 10'-0" AUTOMATIC -CLOSING aro re z- re aro DEVICE. LOW -VOLTAGE 1 PROVIDE INTERCONNECTED HEAT ^♦ u SD CONNECTIVITY CABINET W SD (E)1-HOUR FIRE DETECTOR IN GARAGE. HEAT Cn SMOKE ALARMS AND CARBON RATED WALL DETECTORS AND HEAT ALARMS LIVING ROOM MONOXIDE ARE REQUIRED TO BE C © SHALL BE INSTALLED IN CENTRAL INTERCONNECTED PER 2021 IRC LOCATION AND IN ACCORDANCE LO AND R315.5. (TYP ALL) WITH THE MANUFACTURERS INSTRUCTIONS. N NEW MAIN FLOOR PLAN SCALE: 1 /4"=1' 0 2' 4' 8' DOOR WITH A WINDOW WINDOW SCHEDULE LABEL WIDTH HEIGHT TYPE NOTES W1 6'-0" 4'-0" SLIDING EGRESS W2 8'-11.5" 6'-6.5" PICTURE WX ALL EXISTING WINDOWS TO BE REPLACE MATCHING IN SIZE OF EXISTING WITH U VALUE OF 0.30 W f z � Q U 4-J (1) U O • r O L. CL P1 PERMIT SET REVISIONS: DATE: 10/25/2024 SCALE: As Shown JOB #: 07-2024 SHEET TITLE: MAIN FLOOR PLAN RESUB Oct 29 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT (ZPPPT- A201 FLOOR PLAN NOTES VNR Design NEW UPPER FLOOR PLAN SCALE: 1 /4"=1' 0 2' 4' a' 1. INSTALL INDEPENDENT RIGIT METAL DRYER DUCT EXHAUST SYSTEM PER MANUFACTURER'S INSTRUCTIONS IAW IRC M1501. AND WASHINGTON STATE VIAQ 302.2.1 2. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDERSTAIR SURFACE AND SOFFITS PROTECTED ON THE ENCLOSED SIDE W/ 1/2" GWB. 3. SEISMIC STRAPS REQUIRED PER UPC 507.2 4. 5/8" TYPE 'X' GWB AT ALL WALLS AND CEILINGS BETWEEN THE GARAGE AND HABITABLE AREAS. 5. R-10 FOAM INSULATION AT ALL HEADERS IN CONDITIONED SPACES, U.N.O. 6. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS AND CONDITION PRIOR TO CONSTRUCTION 7. ALLOW ROOM ON PROFILES FOR JOINTS 1505 68th st SE, Auburn, WA vroshchuk@gmail.com (206) 330-7056 STAMP: O N FLOOR PLAN LEGEND to O 00 _ � 2X WOOD STUD WALLS @ 16„ O.C. O ■� Q FAN - 50CFM MINIMU KITCHEN RANGE - 160CFM MINIMUM. ' SD SMOKE ALARM - INSTALL IN ACCORDANCE WITH NEPA 72 00 ©CARBON MONOXIDE ALARM - LISTED AS COMPLYING WITH UL 2034 O AND INSTALLED IN ACCORDANCE WITH NEPA 72 E � W i � L � Q Cn Ln N Z N WINDOW SCHEDULE LABEL WIDTH HEIGHT TYPE NOTES W1 6'-0" 4'-0" SLIDING EGRESS W2 8'-11.5" 6'-6.5" PICTURE WX ALL EXISTING WINDOWS TO BE REPLACE MATCHING IN SIZE OF EXISTING WITH U VALUE OF 0.30 to 4� Cu z � Q U 4-J (1) U O •� O L. CL r PERMIT SET REVISIONS: DATE: 10/25/2024 SCALE: As Shown JOB #: 07-2024 SHEET TITLE: UPPER FLOOR PLAN RESUB Oct 29 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT .,HFFT- A202 -� Nis VNR Design 1505 68th st SE, Auburn, WA Exterior Sheathing Window Header vroshchuk@gmail.com per. structural Exterior house wrap (206) 330-7056 R-10 insulation at header Exterior Siding I STAMP: Pre -finished metal flashing Window Assembly t\ Woof trim PAN FLASHING AT WINDOW VAPOR BARRIER CD R-21 insulation EXTERIOR SHEATHING N in 2x6 wall EXTERIOR SIDING V+ 00 O 3 WINDOW HEADER AND SILL DETAIL TYPICAL > A501 SCALE: V=1' O 'A W OC p HANDRAIL GRIP SIZE PER IRC NOTE: SPACING BETWEEN INTERMEDIATE GUARDRAIL MEMBERS TO R311.7.8.3 1-1/4" DIA. MIN. HANDRAIL BE SUCH THAT A SPHERE OF 4 DIA. SHALL NOT PASS THROUGH ANY CONT FOR FULL LENGTH OF STAIR OPENNING ma HANDRAILS PER W IRC R311.7.8 W � BALUSTERS TO Q CONFORM TO FLR JOIST ■� x IRC R312.1.3 PER PLAN ^+ � � W 00 A35 EA SIDE ■� TRUSS BOTTOM CHORD 2X4 BLOCKING TYP. Z 36" MIN. STAIRWAY g WIDTH PER IRC R311.7.1 2-1/2" HIGH," GWB TYPE 'X' AT ALL SIDES M BEAM PER PLAN 10" MIN. Q BELOW STAIR INSTALL $" CN g GWB "X: @ CEILING & WALLS 04 5/8" GWB TYPE 'X' - ACCESS HATCH. (3) 2X12 STRINGERS TOM M INSULATE FULL DEPTH FIRE BLOCKING @MID SPAN � ■ ■■ 22"X30" ATTIC ACCESS OPENING ry )) 5/8" GWB TYPE 'X' CEILING 16D@4"OC 2X4 T RUST V 1 B CK n ] FLR JST NOTE: GREATEST AND LEAST TREAD & fu L PER PLAN RISER SHALL NOT VARY MORE THAN JOIST OR BLOCKING $" (PER IRC R311.7.5.2 & R311.7.5.1) 7D @FLOOR BELOW U 4-J 4 ATTIC ACCESS DETAIL 5 INTERIOR STAIR & HANDRAIL DETAIL U A501 SCALE:1"=1' A501 SCALE: 1"=1' ' W O ■� 1 PERMIT SET REVISIONS: 1 REVISION 1 DATE: 10/25/2024 SCALE: As Shown JOB #: 07-2024 SHEET TITLE: DETAILS RESUB Oct 29 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET: 0 GENERAL STRUCTURAL NOTES (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS.) A. GENERAL 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2021 EDITION, AS AMENDED BY LOCAL JURISDICTION. 2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. STRUCTURAL DESIGN OF THE BUILDING IS BASED ON RESISTANCE TO DEAD LOADS, CODE SPECIFIED LATERAL LOADS, AND MAXIMUM EXPECTED SERVICE LOADS. NO CONSIDERATION HAS BEEN GIVEN TO LOADS WHICH WILL BE INDUCED BY ERECTION PROCEDURES. THE CONTRACTOR SHALL VERIFY, TO THE SATISFACTION OF HIMSELF AND THE OWNER, THE ABILITY OF THE STRUCTURE TO RESIST ALL ERECTION LOADS WITHOUT EXCEEDING THE ALLOWABLE STRESSES OF THE MATERIALS USED. WHERE ERECTION LOADS WOULD OVERSTRESS THE STRUCTURE, THE CONTRACTOR SHALL SUBMIT DESIGN DOCUMENTS FOR TEMPORARY BRACING AND STRENGTHENING, INCLUDING FABRICATION AND ERECTION DRAWINGS, TO THE ARCHITECT FOR REVIEW. THESE DOCUMENTS SHALL BEAR THE SEAL AND SIGNATURE OF A REGISTERED STRUCTURAL ENGINEER IN THE STATE OF WASHINGTON. THE CONTRACTOR SHALL PROVIDE, INSTALL AND IF NECESSARY REMOVE SUCH TEMPORARY WORK AS REQUIRED. 4. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 5. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 6. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 7. INSPECTIONS: INSPECTIONS OF THE WOOD FRAMING, THE STEEL REBAR AND WOOD FORMS FOR CONCRETE FOOTINGS & FOUNDATIONS, AND CONCRETE SLABS ARE REQUIRED PER IBC SECTION 109.3. 8. PRE -MANUFACTURED, PRE-ENGINEERED STRUCTURAL COMPONENTS SHALL BE DESIGNED BASED ON THE CRITERIA PRESENTED IN THE CONTRACT DOCUMENTS. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE, TEMPORARY AND PERMANENT BRACING AND ALL NECESSARY CONNECTIONS, INCLUDING CONNECTIONS TO THE PRIMARY STRUCTURE, NOT SPECIFICALLY CALLED OUT ON THE ARCHITECTURAL OR STRUCTURAL DRAWINGS. SHOP DRAWINGS SHALL INDICATE THE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON THE PRIMARY STRUCTURE. SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED AS NOTED PREVIOUSLY. B. DESIGN CRITERIA 1. DESIGN LOADS ROOF LIVE LOAD 25 PSF (SNOW) RESIDENTIAL LIVE LOAD 40 PSF WIND (IBC SIMPLIFIED) 100 MPH, EXPOSURE "C", Kzt = 1.0 EARTHQUAKE (ASCE) SITE CLASS D SEISMIC USE GROUP 1 (le = 1.0) SEISMIC DESIGN CATEGORY D Ss = 1.266g, Sds = 1.013g ALLOWABLE SOIL PRESSURE 1,500 PSF AT 1'-6" DEPTH LATERAL EARTH PRESSURE 50 PCF PASSIVE PRESSURE 300 PCF COEFFICIENT OF FRICTION 0.4 2. LATERAL RESISTANCE SYSTEM: SHEATHED BEARING WALLS, ASCE 7-22 C. RENOVATION DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. 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 BE VERIFIED. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER IS EXISTING CONDITIONS DETERMINED DURING WORK VARY FROM THE EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS. EXISTING REINFORCING SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. SAW CUTTING, IF AND WHERE USED, SHALL NO CUT EXISTING REINFORCING THAT IS TO BE SAVED. A. ALL NEW OPENINGS THROUGH EXISTING WALLS, SLABS, AND BEAMS SHALL BE ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE. CORNERS SHALL NOT BE OVER CUT. B. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO CUTTING ANY OPENINGS. C. SMALL ROUND OPENINGS SHALL E ACCOMPLISHED BY CORE DRILLING. D. WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE, DRILL AND EPDXY CONTRACTOR SHALL CHECK FOR DRY ROT AT ALL AREAS OF NEW WORK. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE ENGINEER OR ARCHITECT. ABBREVIATIONS (THIS IS A COMPREHENSIVE LIST OF ABBREVIATIONS, SOME OF WHICH MAY NOT APPEAR ON THESE DRAWINGS.) D. FOUNDATION 1. FOUNDATION EXCAVATION, BACKFILL AND COMPACTION SHALL CONFORM TO SPECIFICATION REQUIREMENTS. THIS CONSTRUCTION WORK, INCLUDING DRAINAGE, SHORING AND SUCH OTHER RELATED WORK AS REQUIRED, SHALL BE CONDUCTED BY THE CONTRACTOR UNDER THE OBSERVATION AND DIRECTION OF THE GEOTECHNICAL ENGINEER. 2. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL OR BOTH) AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. MATERIAL TO BE COMPACTED TO 95% MINIMUM OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557. 3. FOOTINGS MAY BE POURED IN NEAT EXCAVATIONS PROVIDED SIZE IS INCREASED 3" AT EACH INTERFACE WITH SOIL. 4. ALL FOOTING EXCAVATIONS SHALL BE HAND CLEANED PRIOR TO PLACING CONCRETE. 5. ALL ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. 6. CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL CRIBBING, SHEATHING, AND SHORING REQUIRED TO SAFELY RETAIN EXCAVATIONS. 7. BACKFILL BEHIND ALL WALLS WITH WELL DRAINING, GRANULAR FILL MATERIAL, AND PROVIDE PERFORATED PIPE DRAINS AS DESCRIBED IN THE SOILS REPORT. BACKFILL BEHIND WALLS SHALL NOT BE PLACED BEFORE THE WALL IS PROPERLY SUPPORTED BY THE FLOOR SLAB, OR TEMPORARY BRACING. ALL FOOTINGS SHALL BE CENTERED BELOW CENTERLINE OF COLUMNS OR WALLS ABOVE, UNLESS NOTED OTHERWISE. E. CONCRETE 1. ULTIMATE STRENGTH DESIGN PER INTERNATIONAL BUILDING CODE AND ACI 318-19 2. CONCRETE FOR FOOTINGS AND SLABS -ON -GRADE SHALL CONFORM TO A 28 DAY STRENGTH OF f'c = 2500 PSI, SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD, AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. CONCRETE EXPOSED TO EARTH OR WEATHER SHALL HAVE A 28-DAY STRENGTH OF fc = 3000 psi. THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED IF A CONCRETE DESIGN MIX IS SUBMITTED TO THE ENGINEER AND THE BUILDING OFFICIAL FOR APPROVAL TWO WEEKS PRIOR TO PLACEMENT OF CONCRETE. THE CONCRETE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATES, WATER AND ADMIXTURES AS WELL AS THE WATER - CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH ACI 318, SECTION 5.3. CONTRACTOR MAINTAINS RESPONSIBILITY FOR SPECIFIED PERFORMANCE OF CONCRETE PRODUCTS. ALL CONCRETE EXPOSED TO FREEZING TEMPERATURES WHILE CURING AND ALL CONCRETE PERMANENTLY EXPOSED TO WEATHER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO IBC SECTION 1904.2. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 1904.2.1 OF THE INTERNATIONAL BUILDING CODE. NO ADMIXTURES, OTHER THAN FOR AIR -ENTRAINMENT AS NOTED ABOVE, SHALL BE USED WITHOUT PRIOR REVIEW BY THE STRUCTURAL ENGINEER. ALL CONCRETE IN ELEVATED STRUCTURAL SLABS AND BEAMS SHALL BE POURED MONOLITHICALLY UNLESS SHOWN OTHERWISE OR APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. 3. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, fy = 60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY NOTED ON THE DRAWINGS AS GRADE 40, fy = 40,000 PSI. WELDED WIRE FABRIC: ASTM A82 AND ASTM A185, SPLICE WITH AT LEAST ONE FULL MESH. PLACE AT MID -DEPTH, OR SLIGHTLY ABOVE, OF SLAB. MATERIAL TO BE SUPPLIED IN FLAT SHEETS. 4. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315-02. LAP ALL CONTINUOUS REINFORCEMENT PER NOTE D.5. PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. LAP CORNER BARS PER NOTE D.5. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. 5. REINFORCING STEEL LAPS AND EMBEDMENT SHALL BE AS NOTED BELOW, UNLESS NOTED OTHERWISE: DEVELOPMENT LENGTH 48 BAR DIAM. DEVELOPMENT LENGTH, top bar* 64 BAR DIAM. LAP SPLICE LENGTH 64 BAR DIAM. LAP SPLICE LENGTH, top bar* 80 BAR DIAM. *TOP BARS ARE HORIZONTAL REINFORCEMENT SO PLACED THAT MORE THAN 12" OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. ALL HOOKS SHALL BE "STANDARD" IN ACCORDANCE WITH ACI 318. REINFORCING SHALL NOT BE TACK WELDED. 6. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE 3" FORMED SURFACES EXPOSED TO EARTH (i.e. WALLS BELOW GROUND) OR WEATHER 2" SLABS AND WALLS (INTERIOR FACE) 1 1/2" 7. CONCRETE WALL REINFORCING - PROVIDE THE FOLLOWING UNLESS DETAILED OTHERWISE: 6" WALLS #4 @ 16" HORIZ. #4 @ 18" VERTICAL 1 CURTAIN @ CENTER 8" WALLS #5 @ 18" HORIZ. #5 @ 18" VERTICAL 1 CURTAIN @ CENTER 8. EPDXY GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH SIMPSON SET ADHESIVE BY SIMPSON STRONG TIE, PER ER-5729, FOLLOWING MANUFACTURER'S INSTALLATION INSTRUCTIONS AB ANCHOR BOLT CL CENTERLINE (E) ACI AMERICAN CONCRETE INSTITUTE CLR CLEAR EA ADDL ADDITIONAL CMU CONCRETE MASONRY UNIT EF ADJ ADJACENT COL COLUMN EL AFF ABOVE FINISHED FLOOR CONC CONCRETE ELEC AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION CONN CONNECTION, CONNECT ELEV ALT ALTERNATE CONSTR CONSTRUCTION EMB ANSI AMERICAN NATIONAL STANDARDS INSTITUTE CONT CONTINUOUS ENGR APA AMERICAN PLYWOOD ASSOCIATION CONTR CONTRACTOR EQ APPROX APPROXIMATE; APPROXIMATELY COORD COORDINATE EQUIP ARCH ARCHITECT; ARCHITECTURAL CID COMPLETE PENETRATION ES ASSY CSK COUNTERSINK; COUNTERSUNK EW ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS CTR CENTER EXP AWS AMERICAN WELDING SOCIETY CU FT CUBIC FOOT EXP JT CU IN CUBIC INCH EXT BD CY CUBIC YARD BLDG BUILDING FD BLKG BLOCKING d PENNY (NAILS) FDN BM DBL DOUBLE FF BMU BRICK MASONRY UNIT(S) DEPT DEPARTMENT FLR BOF BOTTOM OF SLAB DET DETAIL FLG BOS DIA DIAMETER (SEE SYMBOLS) FOC BOT BOTTOM DIAG DIAGONAL FOM BRG BEARING DIAPH DIAPHRAGM FOS BEAM DICA DRILLED -IN CONCRETE ANCHOR FS C STANDARD CHANNEL DIM DIMENSION FT CG CENTER OF GRAVITY DN DOWN FTG CGS CENTER OF GRAVITY OF STRANDS DO DITTO CIP CAST -IN -PLACE DWG DRAWING GA CJ CONSTRUCTION JOINT/CONTROL JOINT DWL DOWELS GALV F. CARPENTRY 1. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ANSI STANDARD A190.1. EACH MEMBER SHALL BEAR AN AITC OR APA EWS IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC OR APA EWS CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4, Fb = 2,400 PSI, Fv = 240 PSI. ALL CANTILEVERED BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V8, Fb = 2400 PSI, Fv = 240 PSI. CAMBER ALL GLULAM BEAMS TO 2,000' RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS. 2. FRAMING LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH WCLIB STANDARD GRADING RULES FOR WEST COAST LUMBER, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: MEMBER SIZE SPECIES GRADE MIN. BASIC DESIGN STRESS JOISTS AND RAFTERS: 2x-3x DF #2 Fb = 875 PSI JOISTS AND RAFTERS: 4x DF #1 Fb = 1000 PSI BEAMS AND STRINGERS: 6x-LRGR. DF #1 Fb = 1350 PSI POSTS AND TIMBERS 6x-LRGR. DF #1 Fc = 1000 PSI TOP AND BOTTOM PLATE AT SHEARWALLS & BEARING WALLS: DF #2 Fb = 1000 PSI STUDS, PLATES, & MISC. LIGHT FRAMING: DF #2 Fb = 875 PSI ALL LUMBER WITH A LEAST DIMENSION OF 2" (NOMINAL) SHALL BE STAMPED SURFACE -DRY AND SHALL HAVE A MOISTURE CONTENT WHEN SURFACED AND WHEN INSTALLED OF NOT MORE THAN 19 PERCENT. LUMBER WITH A LEAST DIMENSION OF 4" (NOMINAL) OR GREATER SHALL BE STAMPED SURFACE -GREEN AND AIR-DRIED TO A MOISTURE CONTENT OF NOT MORE THAN 19 PERCENT PRIOR TO ITS USE IN FRAMING THE STRUCTURE. 3. MANUFACTURED LUMBER SHALL BE AS MANUFACTURED BY TRUS JOIST MacMILLAN OR APPROVED EQUAL. REQUESTS FOR APPROVAL AS EQUAL WILL REQUIRE SUBMITTAL OF NER "NATIONAL EVALUATION REPORTS" EQUIVALENT TO NER 292 FOR PARALLEL STRAND LUMBER (PSL), OR NER-481 FOR LAMINATED STRAND LUMBER (LSL). THE MINIMUM ALLOWABLE DESIGN VALUES ARE AS FOLLOWS PSL - Fb = 2,900; Fv = 290 PSI; E = 2,000,000 PSI LSL - Fb = 2,250; Fv = 400 PSI; E = 1,500,000 PSI 4. SHEATHING SHALL BE APA PERFORMANCE RATED PANELS PER APA "PLYWOOD DESIGN SPECIFICATION, "INCLUDING APPLICABLE SUPPLEMENTS, UNLESS NOTED OTHERWISE. PLYWOOD PANELS SHALL BE GRADE CD AND ALSO CONFORM TO DOC PS-1 & PS-2. ALL PANELS SHALL BE IDENTIFIED AS EXPOSURE 1 UNLESS NOTED OTHERWISE. PANEL RATING TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: ROOF: 19/32" THICK, 32/16, (OR 5/8" THICK, 32/16) WALLS: 15/32" THICK, 32/16, (OR 112" THICK, 24/0) FLOORS: 23/32" (OR 3/4") THICK, TONGUE & GROOVE, 48/24 UNLESS NOTED OTHERWISE ON THE PLANS, ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH 10d NAILS @ 6"oc TO FRAMED PANEL EDGES AND OVER STUD WALLS SHOWN ON PLANS AND @ 12"oc (10"oc AT FLOORS) TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED SHEATHING EDGE CLIPS @ 16"oc AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE -AND -GROOVE JOINTS AND SHALL BE SUPPORTED WITH SOLID BLOCKING. TOENAIL BLOCKING TO SUPPORTS WITH 16d NAILS, UNLESS NOTED OTHERWISE. UNLESS NOTED OTHERWISE ON THE PLANS, WALL SHEATHING MAY BE LAID UP HORIZONTALLY OR VERTICALLY, UNSUPPORTED EDGES SHALL BE BLOCKED AND ALL EDGES SHALL BE NAILED WITH 10d @ 6"oc, NAIL WITH 10d @ 12"oc AT INTERMEDIATE SUPPORTS. NAIL SHEAR WALL SHEATHING TO ALL HOLDOWN STUDS USING EDGE NAIL SPACING WHEN HOLDOWN STUD DOES NOT OCCUR AT PANEL EDGES. SHEATHING NAILS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE SURFACE OF THE SHEATHING. 5. ALL WOOD PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -TREATED WITH AN APPROVED PRESERVATIVE. PROVIDE TWO LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC., AND CONCRETE OR MASONRY. ALL METAL CONNECTORS TO PRESSURE TREATED LUMBER SHALL BE HOT DIP GALVANIZED, INCLUDING WASHERS, NAILS, SCREWS, AND SIMPSON STRONG -TIE HANGERS, STRAPS, AND PLATES, AND BOLTS LESS THAN 112" DIAMETER. 6. NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS AND OTHER CONNECTING DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY, SAN LEANDRO, CALIFORNIA. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. SUBMIT MANUFACTURER'S CATALOG AND ICC REPORTS TO ARCHITECT AND ENGINEER FOR REVIEW WHEN REQUESTING SUBSTITUTIONS. ALL SPECIFIED FASTENERS MUST BE USED AND PROPER INSTALLATION PROCEDURES MUST BE OBSERVED IN ORDER TO OBTAIN ICC APPROVED LOAD CAPACITIES. VERIFY THAT THE DIMENSIONS OF THE SUPPORTING MEMBER ARE SUFFICIENT TO RECEIVE THE SPECIFIED FASTENERS. STRUCTURAL CONNECTORS ALL STRUCTURAL CONNECTORS TO BE BY SIMPSON STRONG TIE OR EQUAL. USE ZMAX/HDG HOT DIPPED GALVANIZED OR STAINLESS STEEL CONNECTORS AS A MINIMUM. USE FASTENERS GALVANIZED PER ASTM A153. ALL PRESSURE TRATED LUMBER USED SHALL BE COMPATIBLE WITH ZMAX GALV. CONNECTORES, RE: SIMPSON STRONG -TIE CORROSION INFORMATION. EXISTING GL GLUE -LAMINATED LOC LOCATION EACH GWB GYPSUM WALL BOARD LONGIT LONGITUDINAL EACH FACE GYP GYPSUM LSL LONG SLOTTED HOLE ELEVATION LVL LAMINATED VENEER LUMBER ELECTRICAL HDR HEADER LWC LIGHT WEIGHT CONCRETE ELEVATOR HNG HANGER EMBED, EMBEDDED, EMBEDMENT HORIZ HORIZONTAL M MISC SHAPE ENGINEER HP HP SHAPE MAS MASONRY EQUAL HS HIGH STRENGTH MATL MATERIAL EQUIPMENT HT HEIGHT MAX MAXIMUM EACH SIDE MECH MECHANICAL EACH WAY ID INSIDE DIAMETER MFR MANUFACTURER EXPANSION; EXPOSED IF INSIDE FACE MIN MINIMUM; MINUTE EXPANSION JOINT IN INCH MISC MISCELLANEOUS EXTERIOR INCL INCLUDE; INCLUDING; INCLUSIVE MO MASONRY OPENING INFO INFORMATION FLOOR DRAIN INT INTERIOR (N) NEW FOUNDATION N NORTH FAR FACE, FINISHED FLOOR JT JOINT NF NEAR FACE FLOOR; FLOOR LINE NFPA NATIONAL FOREST PRODUCTS ASSOC FLANGE K KIP = 1000 POUNDS NIC NOT IN CONTRACT FACE OF CONCRETE KO KNOCK -OUT NOM NOMINAL FACE OF MASONRY KSI KIPS PER SQUARE INCH NS NEAR SIDE FACE OF STUD NTS NOT TO SCALE FULL SIZE; FAR SIDE LAB LABORATORY FEET; FOOT LB POUND oc ON CENTER FOOTING LF LINEAL FOOT OD OUTSIDE DIAMETER LLBB LONG LEGS BACK-TO-BACK OF OUTSIDE FACE GAUGE LLH LONG LEGS HORIZONTAL OH OPPOSITE HAND GALVANIZED LLV LONG LEGS VERTICAL OPNG OPENING OPP OPPOSITE OSB ORIENTED STRAND BOARD PAR PARALLEL PERP PERPENDICULAR PL PLATE PLWD PLYWOOD PREFAB PREFABRICATED PROP PROPERTY PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PSL PARALLEL STRAND LUMBER PT POST TENSION RD ROOF DRAIN REF REFERENCE REINF REINFORCE; REINFORCING REQ'D REQUIRED RO ROUGH OPENING SCHED SCHEDULE SEC SECTION SHT SHEET SHTG SHEATHING; SHEETING SIM SIMILAR SPA SPACING, SPACE, SPACES SPEC SPECIFICATION SQ SQUARE STD STANDARD STIFF STIFFENER 7. WOOD FRAMING NOTES - THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: 7.1 ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.9.1 OF THE INTERNATIONAL BUILDING CODE. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. 7.2 WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2x4 STUDS @ 16"oc AT INTERIOR WALLS AND 2x6 STUDS @ 16" AT EXTERIOR WALLS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS AND UNDER THE ENDS OF ALL BEAMS. UNLESS NOTED OTHERWISE A (2) 2x8 HEADER SHALL BE PROVIDED OVER ALL OPENINGS IN 2x4 STUD WALLS AND A (3) 2x8 HEADER OVER ALL OPENINGS IN 2x6 WALLS. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORT BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID -HEIGHT OF ALL STUD WALLS OVER 8' IN HEIGHT. ALL STUD WALLS SHOWN ON STRUCTURAL DRAWINGS SHALL HAVE THEIR LOWER PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 12"oc STAGGERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS AT 4'-0"oc, EMBEDED 7", UNO REFER TO THE STRUCTURAL PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. 7.3 FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE BRIDGING @ 8'-0"oc AND SOLID BLOCKING AT ALL BEARING POINTS. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. TOENAIL JOISTS TO BEARING SUPPORTS WITH 16d NAILS. UNLESS NOTED OTHERWISE, ATTACH JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON "U" SERIES METAL JOIST HANGERS TO SUIT JOIST SIZE. ALL DOUBLE JOISTS, BEAMS AND SLOPED AND/OR SKEWED JOISTS SHALL BE CONNECTED TO FLUSH MEMBERS WITH HU-SERIES JOIST HANGERS UNLESS NOTED OTHERWISE. SKEW AND SLOPE ALL CONNECTORS AS REQUIRED. FACE -NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH 16d SPIKES @ 24"oc STAGGERED. 7.4 NAILS SHALL BE MANUFACTURED IN CANADA OR THE UNITED STATES IN SIZES AND TYPES AS FOLLOWS, UNLESS NOTED OTHERWISE: PNEUMATIC NAILING - PLAIN SHANK, COATED OR GALVANIZED 8d = .131 DIAMETER x 2-112" MINIMUM LENGTH 10d = .131 DIAMETER x 3" MINIMUM LENGTHTO 16d = .131 DIAMETER x 3-1/2" MINIMUM LENGTH HAND NAILING - SINKERS, COATED 8d = 11-112 GAGE x 2-3/8" 10d = 11 GAGE x 2-7/8" 16d = 9 GAGE x 3-1/4" SPECIAL CONDITIONS: CONTRACTOR TO COORDINATE ALL TRADES AND VERIFY DIMENSIONS IN THE FIELD. OBTAIN OWNERS APPROVAL PRIOR TO ALL FIELD CHANGES. SEE ARCHITECTURAL DRAWINGS FOR ALL FLOOR AND WALL OPENING DIMENSIONS AND LOCATIONS, FLOOR AND WALL FINISHES, ETC. STL STEEL & AND SYMBOLS STRUCT STRUCTURAL @ AT SYM SYMMETRICAL BEAM CAMBER CENTERLINE ■ COLUMN CONTINUOUS T TOP O DIAMETER; ROUND T&B TOP AND BOTTOM # NUMBER; POUND 1 SECTIONS T&G TONGUE AND GROOVE m SQUARE ❑ COLUMN BELOW S100 TEMP TEMPERATURE L STRUCTURAL ANGLE THK THICKNESS JL DOUBLE ANGLE THRU THROUGH PLATE TOB TOP OF BEAM TOC TOP OF CONCRETE; TOP OF CURB TOF TOP OF FOOTING TOL TOP OF LEDGER ����+ \����+ roo+ Quo+ SIMPSON STRONG -TIE HOLDOWN TOM TOP OF MASONRY TOS TOP OF STEEL, TOP OF STRUCTURE TOW TOP OF WALL ��1+ �P++ SIMPSON STRAP TS TUBING, STRUCTURAL TYP TYPICAL UBC UNIFORM BUILDING CODE UL UNDERWRITER'S LABORATORY, INC. LINO UNLESS NOTED OTHERWISE URM UNREINFORCED MASONRY UT ULTRA -SONIC TEST VERT VERTICAL W WIDE FLANGE WP WORK POINT WWF WELDED WIRE FABRIC U i 4� Z wc) Q � Q(D W 00 00 Ln O M 00U)0 w U Z o p coo ^ (3)�/) >Q L.L Cn 0 Z Lo w NE w �� V Z REVISIONS: CADD FILE: 240 DATU)bt 291"2[ 2024 DRAW NDTs0E ,WSH CHECKED: C. BURT S0.1 O GROUND FLOOR PLAN 1.) DO NOT SCALE DRAWINGS. 1/4" = 1'-0" 2.) VERIFY ALL DIMENSIONS IN FIELD. 3.) TYPICAL EXTERIOR WALL SHALL BE FRAMED WITH 2x6 DF STUDS @ 16"oc, UNLESS OTHERWISE NOTED. TYPICAL INTERIOR WALLS SHALL BE FRAMED WITH 2x4 DF STUDS @ 16"oc UNLESS OTHERWISE NOTED. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION PERTAINING TO WALL THICKNESSSES. 4.) TYPICAL EXTERIOR WALL HEADERS SHALL BE FRAMED WITH (2) PLIES OF 2x10 DF #2, UNLESS OTHERWISE NOTED. 5.) TYPICAL EXTERIOR WALL W6, U.N.O. PER SHEAR WALL SCHEDULE ON S4.1. A fB C D E F G 81'-0" 15-10" 8'-3" 10'-3" 13'-0" 11'-11 " 21'-9" 1 (E) HDR. (E) HDR. (E) HDR. 1 0 F z U) D O a 0 N (j 0 W � +c fl �,� 2 (E)5 1/8x18 GLB �2JS� N �/ N �S X N O � z U) D m o Z w o a 3 � Iffi Li (E) 2x10 JOIST _ X (E) 2x10 JOIST (E) 2x1 JOIST E) 2x10 JOIST .Nx. o o @ 16"oc, TYP. U.N.O. @ 16"oc, TYP. U.N� @ 16"oc, YP. U.N.O. @ 16"oc, TYP. U.N.O. w 2 w W cb (E) 2x10 JOIST @ 16"oc, TYP. U.N.O. 3.5 N X N LS ) W I ml c� l X NI �I MI I I 4 4 (E) HDR. 5 5 (E) HDR. (E) HDR. 7 M N O N N co M r` 0 2 W N cLo 00 o V 4D z Q00 � Qcfl W �_� � C d� 0.0� L M W 00(n NLLI W U Z o LLJ L o � prn Z � � w N O rD w V Z (LL D O Z OQ J J L.L 0- p Z Z OQ V si'l V 4D z Q00 � Qcfl W �_� � C d� 0.0� L M W 00(n NLLI W U Z o LLJ L o � prn Z � � w N O rD w V Z (LL D O Z OQ J J L.L 0- p Z Z OQ V si'l W U Z o LLJ L o � prn Z � � w N O rD w V Z (LL D O Z OQ J J L.L 0- p Z Z OQ V si'l O Z OQ J J L.L 0- p Z Z OQ V si'l ROOF FRAMING PLAN 1.) DO NOT SCALE DRAWINGS. 1/4" = 1'-01, 2.) VERIFY ALL DIMENSIONS IN FIELD. 3.) TYPICAL ROOF FRAMING CONSISTS OF 5/8" PLYWOOD ON ENGINEERED WOOD TRUSSES. NAIL ALL SUPPORTED PANEL EDGES WITH 10d NAILS @ 6"oc & ALL INTERMEDIATE SUPPORTS WITH 10d NAILS @ 12"oc. 4.) TYPICAL EXTERIOR WALL SHALL BE FRAMED WITH 2x6 DF STUDS @ 16"oc, UNLESS OTHERWISE NOTED. TYPICAL INTERIOR WALLS SHALL BE FRAMED WITH 2x4 DF STUDS @ 16"oc UNLESS OTHERWISE NOTED. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION PERTAINING TO WALL THICKNESSSES. 5.) TYPICAL EXTERIOR WALL HEADERS SHALL BE FRAMED WITH (2) PLIES OF 2x10 DF #2, UNLESS OTHERWISE NOTED. 6.) TYPICAL EXTERIOR WALL W6, U.N.O. PER SHEAR WALL SCHEDULE ON S4.1. 7.) BLOCK ALL PANEL EDGES OF ROOF SHEATHING PER SCHEDULE S4.1. OR INSTALL SHEATHING CLIPS. O V z M >T- Q 00 co Q Cfl W 00 00 L O M W �Cn N Ill U Z o LLJ L o p p� �Q LLI U) 700 Z Lo w N O W Z Z J Z L OLL REVISIONS: CADD FILE: 240 DAT(5bt 291"2[ 2024 D R6 WV NDT SOEysW S H CHECKED: C. BURT S1,2 JOISTS PER PLAN SIMP 'U' FACE HAN OR SIMP'JB' TOP FLANGE HANGER BLOCK BETWEEN JOISTS (2) 16d l EA BLO( BEAMPSIS I -V BEAM / JOIST CONNECTION SECTION O liz -) FLOOR STRUCTURE ) JOIST =R PLAN 3/4" = 1'-01, NOTE: 1/4" TO 3/8" GAP BETWEEN TOP PLATE AND JOISTS/BLKG 2x PARALLEL TO JOIST JOIST, TYP PER PLAN 2x BLKG @ 4'-0"oc CONNECT BLKG TO JOISTS w/A35 FRAMING ANCHORS. A23 ANGLE LLV @ 4'-0"oc TYP, EA SIDE DO NOT NAIL ANGLE TO 2x TOP PLATE A23 ANGLE LLV, TYP EA SIDE DO NOT NAIL ANGLE TO 2x TOP PLATE 2x STUDS PERPENDICULAR TO JOIST NON -BEARING WALL ANCHORAGE SECTION 3/4" = 1'-01, oe V 7 QD z >T- -� Q00 cQ� W -�00 00 O O~ CY)L Lid O c.6 M W �Cn N Ill U z o LLJ L o prn �Q LLI U) 700 z Lo w N O W z V z O 1 U w z O Q 0 z D O LL OR REVISIONS: CADD FILE: 240 DAT(5bt 291"2[ 2024 D R6 WV N`T SOEysW S H DEPARTMENT CHECKED: C. BURT S2,1 O FULL HEIGHT STUD, TYP. II BEAM PER PLAN O z a U 0 zo 0 D x N IIIIII IBiel mlII 1- 2x BEARING STUDS, TYP. U.N.O. SEE PLANS I z a U 0 zo U) 0 D H U) x N 2x SIL PLAN; SCHE L i D c PLATE & SHE, JLE 0 SEE ARWALL TYPICAL STUD FRAMING DETAIL @ OPENING SECTION PANEL EDGE NAILING PER SHEAR WALL SCHEDULE WALL STUDS & SHEATHING PER PLAN HEADER PER PLAN TYPICAL SINGLE TRIMMER STUD. MULTIPLE TRIMMER STUDS WHERE REQUIRED PER PLAN OR PER NOTES/SPECIFIC DETAIL STAGGER TOP PLATE 4'-0" MIN. TYPICAL TYPICAL STUDS PER PLAN/DETAIL 3- 16d SINGLE FULL HEIGHT KING STUD. MULTIPLE KING STUDS WHERE REQ'D. PER PLAN TYPICAL HEADER SUPPORT DETAIL SECTION 3/4" = 1'-01, ��--�J 3/4" = 1'-0" 2x4 STUDS 2x6 STUDS 2x4 PLATE 2x6 PLATE (2)- 2x HEADER (3)- 2x HEADER SPIKE EACH PIECE w/ (2)- ROWS 16d SINKERS @ 12"oc, STAGGERED, TYP. 1/2" PLYWOOD FILLER 1/2" PLYWOOD FILLER, TYP. 3 1/2" 5 4x HEADER, 6x HEADER, PER PLAN PER PLAN TYPICAL HEADER SECTIONS SECTION 3/4" = 1'-0" 8- 16d NAILS EA. SIDE OF SPLICE (NO BOT. SPLICE IN THIS AREA) 16d @ 12"oc 4'-0" 4'-0" 16d @ 12"oc STAGGER TYP. MIN. MIN. STAGGER TYP. PLAN TOP PLATE SPLICE AT STUD CENTERLINE, TYP. I 2- 16d EA SIDE OF BOTTOM PLATE SPLICE BOTTOM PLATE SPLICE AT STUD CENTERLINE, TYP. EXISTING STUD WALL TOP PLATE SPLICE SECTION 3/4" = 1'-0" — STRAP PER PLAN SW END STUDS PER STRAP PER PLAN SW END STUDS PER BEAM PER PLAN. PANEL EDGE NAILING PLAN & HD SCHEDULE PANEL EDGE NAILING PANEL EDGE NAILING PLAN & HD SCHEDULE PERPENDICULAR NOT — SW END STUDS PER PER SHEAR WALL PER SHEAR WALL SW END STUDS PER PER SHEAR WALL SHOWN FOR CLARITY PLAN & HD SCHEDULE SCHEDULE HD PER PLAN SCHEDULE PLAN & HD SCHEDULE SCHEDULE HD PER PLAN EXTRA STUDS AS SHOWN, SEE PLAN FOR ADDITIONAL EDGE NAILING POSTS AND TYPICAL PER SHEARWALL O O POSTS UNDER BM. SCHEDULE, TYP. PROVIDE NAIL/CLIPS & WALL STUDS & PROVIDE NAIL/CLIPS & WALL STUDS & PROVIDE NAIL/CLIPS & WALL STUDS & PROVIDE NAIL/CLIPS & I • ' THRU WALL SPACING PER PLATE SHEATHING SPACING PER PLATE SHEATHING SPACING PER PLATE SHEATHING SPACING PER PLATE - ATTACHMENT ON SW PER PLAN ATTACHMENT ON SW PER PLAN ATTACHMENT ON SW PER PLAN ATTACHMENT ON SW SCHEDULE, STAGGER NAILS SCHEDULE, STAGGER NAILS SCHEDULE, STAGGER NAILS SCHEDULE, STAGGER NAILS CROSS WALL 2- STUDS AT EACH SIMPSON CCQ/ECCQ HOLDDOWN MIN., SEE NAIL STUD TOGETHER PLAN FOR FOR w/16d @ 12"oc TYP. ADDITIONAL POSTS AND TYPICAL POSTS POST PER PLAN UNDER BEAM PLAN - INTERSECTION AT STRAP L/3 NOTCHES PER ETTIM D 01" D/3 w O0 O v 0- o U) L PLAN - INTERSECTION AT HDU PLAN - CORNER AT STRAP TYPICAL SHEAR WALL CORNERS & INTERSECTIONS SECTION (MIN. DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF SUPPORT) HOLE SIZE 2" 3" 4" 6" MIN. DISTANCE V-0" 2'-0" L/3 NOTCHES PERMITTED * 4" 0 & 6" 0 HOLES FOR VENTING DUCTS (LARGE SIZE HOLES). REFER TO ARCH. FOR VENTING PLAN TYP. HOLES 0 L2x0OF LARGER HOLE HOLE PERMITTED WALL OR SUPPORT I D/3 n TYPICAL HOLE SIZE SHALL NOT EXCEED 6". NO MORE THAN(1) 6" 0 HOLE IS ALLOWED IN EACH SPAN. ALLOWABLE CUTTING IN LSL.LVL. OR PSL MEMBERS SECTION 3/4" = 1'-0" 3/4" = 1'-0" 1 1 /2" 0 2 1 /4" 0 MAX. HOLE MAX. HOLE ® NO REINFORCING REQUIRED 3/4" MIN. L 1 1/2" MIN. 0 EA. SIDE EA. SIDE 2 1 /8" 0 3 1 /4" 0 MAX. HOLE MAX. HOLE STRAP REINFORCING 5/8" MIN. 7� PSPN516Z / i 1" MIN. EA. SIDE STRAP EA. SIDE ALLOWABLE HOLES THROUGH TOP PLATES SECTION NOTES: 3/4" = 1'-0" 1) AT BOTTOM PLATES, FOLLOW GUIDELINES SHOWN, EXCEPT USE CS16X2'-0" STRAP PLAN - CORNER AT HDU �2 3/4" MAX. 2x4 STUDS (3x4 SIM.) BEAM TO WOOD POST CONNECTION SECTION 2x6 STUDS (3x6 SIM.) ALLOWABLE NOTCHES IN STUDS SECTION NOTES: 3/4" = 1'-0" 1) NOTCHES SHALL NOT OCCUR IN MORE THAN (2) SUCCESSIVE STUDS 3/4" = 1'-0" 1 1 /2" 0 MAX. HOLE 3/4" MIN. EA. SIDE CROSS WALL PLAN CORNER PLAN TYPICAL WALL INTERSECTION SECTION SINGLE STUDS (NO REINFORCING REQUIRED) 3 1 /4" 0 MAX. HOLE 1 1/2" MIN. EA. SIDE 2 1 /8"Q1 3 1 /4"Q1 MAX. HOLE DOUBLE STUDS MAX. HOLE (NO MORE THAN (2) ® SUCCESSIVE STUDS MAY BE BORED) 5/8" MIN. EA. SIDE 2x4 STUDS (3x4 SIM.) 1" MIN. EA. SIDE 2x6 STUDS (3x6 SIM.) ALLOWABLE HOLES THROUGH STUDS SECTION NOTES: 3/4" = 1'-0" 1) NOTCHES SHALL NOT OCCUR IN MORE THAN (2) SUCCESSIVE STUDS 3/4" = 1'-0" oe V 4D z M Qm co co W 00 6 O O~ L Lid O M W �(n N w U Z o w i O v! >Q L.L (1) 70 Z U-) w N O T— -0 w (D Z S3,1 O F 2 C FLOOR/ROOF JOIST PER PLAN 2x4 FLAT BLOCKING PLYWOOD EDGES, PERPENDICULAR TO FLOOR/ROOF JOIST WHERE NOTED ON PLANS OR NOTES NOTE: ALL ENDS OF PLYWOOD SHEETS TO SPLICE OVER CENTERLINE JOISTS OR SUPPORTING MEMBERS. BLOCK ALL PANELS LESS THAN 12" IN WIDTH TYPICAL EDGE NAILING, SEE NOTES 3/8" MIN. TO EDGE OF PLYWOOD SHEET & SUPPORT _ _- -_ :I I; :I I•:I I: �I I: �I I: �I I: ;I . I: �I I; �I _ ._ =... • . • . • . - _ I: •I I: �I -..- .........._. .. TYPICAL INTERMEDIATE NAILING PER NOTES STAGGER PLYWOOD JOINTS, SEE PLANS TYPICAL FLOOR SHEATHING PLAN VIEW 1/2" = 1'-0" 2- TOP PLATE U.N.O. 2x BLOCKING, EDGE NAIL 3x WHEN NOTED ON SCHEDULE. SHEATHING PER SCHEDULE ' c 2x SILL PLATE FINISH FLOOR LINE ANCHOR BOLTS SEE SCHEDULE IV --_TT------ II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I I I I• I I I• I I I• II I I I of I I zl I I al I I ~I I I f I I Zo I I I of I I NI II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I �4_JJ_-----J Id ° d ° d d a ° ° a T- - - - - - - - - - - - - - - - - - F I II II I I II II I I II II I I II II I I II II I I II II I I II II I I II II I I II II I I II II I I II II I I II II I I II II I I II II I I II II I II II I .I II II I •I II II I •L_____J L_____J L_____-L •I I I I.I I :I I I I•I I I I I I•I I I II II I I II II I I II II I I II II I I II II I I II II I I II II I I II II I I II II I I II II I I II II I I II II I I II II I I II II I I II II I I II II I I II II I I II II I I II II I I II II I I II II I I II II I I II II I I II II I I II II I I II II I I II II I I II II I I II II I I II II I I II II I II II I II II I II II I II II I II II I II II I II II rI d ° ° d a ° d Q d a ° a a 4d TYPICAL WALL FRAMING SECTION 3/4" = 1'-0" SHEARWALL SCHEDULE (DOUG FIR OR HEM FIR LUMBER PER GENERAL NOTES) APA RATED SHEATHING (NOTES 1,2,4,12,13) SILL PLATE ATTACHMENT DOUG-FIR HEM -FIR STUD & EDEGE BLKG. RIM JOIST/BLOCK TO 2x WALL PLATE SHEAR SHEAR PANEL EDGE NAIL SPACING 5/8" 0 ANCHOR FOUNDATION MARK (NOTES 3,6,14) TOP PLATE (NOTE 7,8) TO BLOCKING/RIM (NOTE 9) CAPACITY CAPACITY APPLICATION (NOTES 4,5) BOLT SPACING SILL PLATE (PLF) (PLF) (NOTES 10,15) (NOTE 11) W3 ONE SIDE 0.131x2 1/2" @ 3"oc 2x CLIP @ 11"oc 0.148x3 1/4 @ 3"oc 21"oc 2x 490 455 W4 ONE SIDE 0.131x2 1/2" @ 4"oc 2x CLIP @ 14"oc 0.148x3 1/4 @ 4"oc 28"oc 2x 380 353 W6 ONE SIDE 0.131x2 1/2" @ 6"oc 2x CLIP @ 20"oc 0.148x3 1/4 @ 6"oc 40"oc 2x 260 242 2W2 BOTH SIDE 0.131x2 1/2" @ 2"oc STAGGERED 3x 3- CLIPS @ 12"oc 3- CLIPS @ 12"oc 10"oc 3x 1280 1190 2W3 BOTH SIDE 0.131x2 1/2" @ 3"oc STAGGERED 3x 2- CLIPS @ 11"oc 2- CLIPS @ 11"oc 12"oc 2x 980 912 2W4 BOTH SIDE 0.131x2 1/2" @ 4"oc 3x 2- CLIPS @ 14"oc 2- CLIPS @ 14"oc 18"oc 3x 760 706 2W6 BOTH SIDE 0.131x2 1/2" @ 6"oc 3x 2- CLIPS @ 20"oc 2- CLIPS @ 20"oc 26"oc 3x 520 484 SHEARWALL SCHEDULE NOTES: 1. INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY FOR ENTIRE LENGTH SHOWN ON PLANS. 2. WHERE SHEATHING IS APPLIED ON BOTH SIDES OF WALL, PANEL EDGE JOINTS ON 2x FRAMING SHALL BE STAGGERED SO THAT JOINTS ON OPPOSITE SIDES ARE NOT LOCATED ON THE SAME STUDS. 3. BLOCKING IS REQUIRED AT ALL PANEL EDGES. 4. PROVIDE SHEAR WALL SHEATHING AND NAILING FOR THE ENTIRE LENGTH OF THE WALLS INDICATED ON THE PLANS. ENDS OF FULL HEIGHT WALLS ARE DESIGNATED BY EXTERIOR OF THE BUILDING, CORRIDORS, WINDOWS, OR DOORWAYS OR AS DESIGNATED ON THE PLANS. SEE PLANS FOR HOLDDOWN REQUIREMENTS. ALTERNATE WALLS DESIGNATED AS PERFORATED SHEARWALLS REQUIRE SHEATHING ABOVE AND BELOW ALL OPENINGS. 5. SHEATHING EDGE NAILING IS REQUIRED AT ALL HOLDDOWN POSTS. EDGE NAILING MAY ALSO BE REQUIRED TO EACH STUD USED IN BUILT-UP HOLDDOWN POSTS. REFER TO THE HOLDDOWN DETAILS FOR ADDITIONAL INFORMATION. 6. INTERMEDIATE FRAMING TO BE WITH 2x MINIMUM MEMBERS. FIELD NAILING SHALL BE AT 12"oc MAX. 7. USE 0.131x1 1/2" LONG NAILS TO ATTACH FRAMING CLIPS DIRECTLY TO FRAMING. USE 0.131x2 1/2" NAILS WHEN CLIPS ARE INSTALLED OVER SHEATHING. 8. FRAMING CLIPS ARE EITHER A35 OR LTP5, OR APPROVED EQUIVALENT 9. WHERE PLATE ATTACHMENT SPECIFIES 2- ROWS OF NAILS, PROVIDE DOUBLE JOIST, RIM, OR EQUAL. ATTACH PER DETAILS 10. IN SEISMIC DESIGN CATEGORY D, E, AND F, ANCHOR BOLTS SHALL BE PROVIDED WITH 3x3x1/4" PLATE WASHERS. EMBED ANCHOR BOLTS 7" INTO CONCRETE. 11. PRESSURE PRESERVATIVE TREATED STAINLESS OR MATERIAL CAN CAUSE EXCESSIVE CORROSION AND DEGRADATION OF FASTENERS. PROVIDE HOT DIPPED GALVANIZED NAILS AND CONNECTOR PLATES FOR ALL CONNECTORS IN CONTACT WITH PRESERVATIVE TREATED FRAMING MEMBERS. ALTERNATE NOTES: 12. 7/16" APA RATED SHEATHING (OSB) MAY BE USED IN LIEU OF 15/32" SHEATHING PROVIDED THAT ALL STUDS ARE SPACED 16"oc AND ENGINEER OF RECORD HAS BEEN NOTIFIED IN WRITING AND APPROVES. 13. WHERE WOOD SHEATHING IS APPLIED OVER GYPSUM WALL BOARD SHEATHING (GWB), CONTACT ENGINEER OF RECORD FOR APPROVAL AND ALTERNATE FASTENING REQUIREMENTS. 14. AT ADJOINING PANEL EDGES, 2- 2x STUDS NAILED TOGETHER MAY BE USED IN LIEU OF A SINGLE 3x STUD. DOUBLE 2X STUDS MAY BE CONNECTED TOGETHER WITH 3" NAILS OF THE SAME SPACING AND DIAMETER AS THE PLATE NAILING. 15. CONTACT ENGINEER OF RECORD FOR ADHESIVE OR EXPANSION BOLT ALTERNATIVES TO CAST -IN -PLACE ANCHOR BOLTS. TYPICALLY SET ADHESIVE WILL BE ALLOWED AS AN ALTERNATE. 16. ALL ANCHOR BOLTS SHALL HAVE PLATE WASHER 3"x3"x1/4". PLATE WASHERS TO BE SLOTTED SO WASHERS IS WITHIN 1/2" OF FACE OF SHEATHING. EDGE NAIL TO TOP PLATE FIELD NAIL NOTE: NAILING TO BE 3/8" MIN. TO EDGE OF SUPPORTS I SHEETS HOLDOWN PER PLAN a a a d CORNER AT SIM. PROVIDE PANEL EDGE NAILING OVER HOLDOWN STUDS OR POST SHEAR WALL PER PLAN HDU OR HD HOLDOWN w/ FASTENER TO WOOD PER HOLDOWN SCHEDULE P.T. SILL PER PLAN & SHEAR WALL SCHEDULE, ATTACHMENT PER PLAN HOLD ADDITIONAL #4x6'-0" EACH SIDE OF ANCHOR, BEND AROUND CONNER AS REQUIRED ------- \ HOLD 3" CLR. STEM WALL, °. n THICKNESS PER PLAN as CONT. FTG., SIZE PER PLAN COMPRESS STUDS/POST PER HOLDOWN SCHEDULE, NAIL MULTIPLE HOLDOWN STUDS w/ (2) 10d @ 6"oc II II II I I FOR CRAWL SPACE FRAMING II I I CONDITION, ADD DOUBLE JOIST OR DOUBLE BLOCKING DIRECTLY I BELOW HOLDOWN STUD II II I I FRAMING CONT. BEYOND I I WHERE OCCURS I II T.O. STEM WALL d ° a ° T.O. CONT. FTG. ANCHOR & WASHER PLATE PER SCHEDULE T III I' MINIMUM FOOTING SIZE AROUND ANCHOR PER HOLDOWN SCHEDULE 6 THICKEN FTG. AS REQUIRED AT MIN. ANCHOR TO ACHIEVE REQUIRED EMBED DEPTH INTO CONT. FTG., SEE HOLDOWN SCHEDULE SECTION 3/4" = 1'-0" HOLD DOWN SCHEDULE MARK FASTENERS TO CONCRETE FASTENERS TO WOOD ANCHOR DIAMETER MINIMUM EMBEDMENT DEPTH (QUANTITY) TYPE WOOD MEMBER SDHD10 - 10" 18- 16d SINKERS 2- 2x STUDS STHD14 - 14" 22- 16d SINKERS 2- 2x STUDS HDU2 5/8" 8" 6- SDS 1/4"x2 1/2" 2- 2x STUDS HDU5 5/8" 12" 10- SDS 1/4"x2 1/2" 2- 2x STUDS HDU8 7/8" 16" 20- SDS 1/4"x2 1/2" 1- 4x POST HDU11 1" A307 20" 30- SDS 1/4"x2 1/2" 1- 6x6 OR 4x6 HDU14 1" A307 20" 36- SDS 1/4"x2 1/2" 1- 6x6 OR 4x8 HHDQ14 1" A307 24" 30- SIDS 1/4"x2 1/2" 1- 6x6 OR 4x8 LSTHD8 7/8" A307 8" 24- 16d SINKERS 2- 2x STUDS LSTA36 1 1/4"x18GA. - 26- 10d COMMON 2- 2x STUDS MSTA36 1 1/4"x16GA. - 26- 10d COMMON 2- 2x STUDS MST37 2 1/16"x12GA. - 42- 16d COMMON 2- 2x STUDS MST48 2 1/16"x12GA. - 46- 16d COMMON 2- 2x STUDS MST60 2 1/16"x10GA. - 56- 16d COMMON 2- 2x STUDS MSTC48B3 3"x10GA. - 54- 16d COMMON 2- 2x STUDS MSTC66B3 3 1/2"x16GA. - 56- 16d SINKERS 2- 2x STUDS NOTES: 1.) ANCHOR SHALL BE ASTM A307 HEADED ANCHOR BOLT, UNLESS NOTED OTHERWISE. 2.) WOOD MEMBERS (MIN.) ABOVE AND BELOW WHERE OCCURS AT FLOOR LEVEL. DO NOT USE LAG BOLTS TO FASTEN HOLD DOWNS TO WOOD MEMBERS. 3.) HOLDOWN SCHEDULE IS PROVIDED FOR GENERAL INSTALLATION INFORMATION. NOT ALL OF HARDWARE SCHEDULED IS REQUIRED SEE PLANS FOR HOLDOWN CALL -OUTS AND LOCATIONS. CONSULT MANUFACTURER FOR ADDITIONAL INFORMATION. 4.) QUANTITY OF NAILS FOR STRAPS ARE EVENLY DIVIDED BETWEEN ENDS OF STRAPS ABOVE AND BELOW THE DEPTH OF THE FLOOR SYSTEM. USE 16d COMMON NAILS, U.N.O. 5.) IF SHEAR WALL REQUIRES 3x STUDS, USE 3x INSTEAD OF 2x. 6.) IF ANCHORS ARE TO BE CONNECTED TO EXISTING CONCRETE, USE SIMPSON SET-XP, EMBED PER SCHEDULE. 7.) FOR MSTCXXB3 STRAPS HOOK THE 3" RETURN UNDER THE BOTTOM OF THE BEAM, AND NAIL ALL HOLES. V CD 0 Z M LU >T_ Q 00 co Q Cfl W L" 00 O O I cy)L Lo O Cfl M W �(n N w U Z CD w i O 0 rn rr^�_ v! Q LLI Z Lo c w N O w r� V Z REVISIONS: CADD FILE: 240 DAT(5bt 291"2[ 2024 D R6WV NDTSOEysWSH UEHANIMENI CHECKED: C. BURT S4,1