The URL can be used to link to this page

APPROVED PLN BLD ENG RESUB2 BLD2023-1282+Site_Plan& ARCH PLANS+1.8.2024_1.14.34_PM+3988385Nothing in the permit approval process shall be interpreted as allowing or permitting the maintenance Zone RS-8 Corner: : Flag of any currently existing illegal, nonconforming or unpermitted building, structure or site condition which Setbacks: Required Actual is outside the scope of the permit application, regardles Front 25' 20 1/2'' ' of whether such building, structure or condition is- _ shown on the site plan or drawing. Such building, Sides structure or condition may be the subject of a separate {11 y en orc Roar ooc _S6 _ - LAWN —� Other�x-===, O I E 101' _ __ - - SS_ I _ �CO4�-0• L 170" ' z I H Ight _ _1 CUUEIR „I EL�3' EL. 100.0 I I ELEVATION DATUM WATERMETER COVER EXISTING uwN HOUSE 19311 83RD PL W I I I'' T I� PROPOSED - ADDIAON ] I t 21'-d' ..s AvnluaLa eaaw<eu I / PARKING LOCATIONV I EXIST EL. 10 i / \•� vED IL DRI IWAV IDS IL LAWN LAWN APPROOVEEDp BY PLANNING Jan 19 2024 Code Notes \\ Zoning: RS-B t FrotYard 25 Feet \Side Yad 7 Feet 1 Rear 15 Feet Lol Cavemge allowed 35cerce11tole11dame Lot Size: 0.21 Acres (9,147.6 SF) Alldwetl=9,14].6 x 0.35=3,2025F I — O —27"DIA FIR I Pppllwnt shall reDaidreDlace all / tlamage [a u . Iorfrontage Imp,ovemenisd,, Cit City d9M-d That is rauaetl o\\\` / N par city slantlartls r OWNERICONTRACTOR IS RESPONSIBLE FOR occurs during the pertnitl�U project. EROSION CONTROL AND DRAINAGE $GALE 1/8"=1'-D• O SITE PLAN , INSTALL FILTER o 0 0 Existing House and eaves 1,638 SF New addition ]888F Remove Deck inptind) (130)SF To®Ilot coverage= ],42]/9,147.6=26.5% Existing House+Eaves 1,8385F Existing Walksnotcoverect byaddition 190 SF Existing DT.-y concrete 651 SF Existing Pationotdde byaddition 1.S20 SF Building Heigh Nlwretl 25 Feet HeigMCalculdions: NW=101',SW=101', NE=93', 5E=93' H.i Made= 97' M.. Max Height =122' 1 Building Are tlaatM. Main Floor A, Basem.. Floor Area: S. SF Proposed New Main Floor 140 SF Unheated. Attadied Gamge: 288 SF New Main Fbor Back Porch 545 SF BNIltllno Lade: Regulating Code: 2018IRC as amended by tl1e Stated Washington and me City of Edmonds 2018 Washi,gton State Energy Cade Ed. Etlmontls Community Development Catle TNe 19 Occupanry: R-3, Single Family Residence Construc5on Type: IN Seismic Zone: 3 Wlntl Exposure: Exposure B Project Information o ProledN N ;a 211 B�nan�antl Laura Chapin M AssassParesl Number 005725000D1400 1931111 83M Place W Ed nda, WA SIERRAVILLAGE DIV H Plat Lot: 14 Scope of W to Include adding an atldltlon to ,In floor which Will mdpde one bed,00m and ends pomh. Sheet Index A1.1 SIR PWn - Noles A2.0 Basement A2.1 Main Floor Plan A22 Raaf Plan AS EI.Bons• Window Schedule A3.2 ElevaSonsBuiki19 Section A4.1 Mil Sddion Detail S1.0 General Structural Notes S2.0 Basement& Foundation Plan S2.1 First Floor Framing Plan S2.2 Roof Framing Plan S3.0 Structural Details 54.0 Structural Details Energy Code Compliance: New w dlion will adhere to 2018 Washinglon State Energy Code. When pomia dexisting interior ce ties are openetl, beat egort will be usetl to comply with Energy Code Energy Cretlit Option 5.4=1.5.,.it Bmtlfo,d White RE2HBOT8 ENGINEERING DIVISION APPROVED AS NOTED -c-,T.irw.aih •� 01/10/2024 NO STORMWATER MANAGEMENT SYSTEM REQUIRED AT THIS TIME. IF NEW AND/OR REPLACED IMPERVIOUS SURFACE EQUALS 2000BQF7 OR GREATER, A STORMWATER MANAGMEMENT SYSTEM MAY BE REQUIRED PER CITY CODES AND STANDARDS NO WORK PERMITTED IN THE CITY RIGHT-OF-WAY. ALL STAGING, EQUIPMENT, MATERIALS, ETC. SHALL BE FENCE AS BUllding Envelope: Ceiling:(vaulted) R-38 Ceiling: (anus) RJ9 Erteriar Walls: R-21 LOCATED ON PRIVATE PROPERTY. NEEDED,'----", BelowGmtle Well R-1DI1521 In TB Untler Slabongmtle: R-D iFloors �\ NOTE: THE SILT FENCE WILL ONLY BE ADDED AS NEEDED TO PREVENT TESC. T _ / over Uncontlitionetl Space: R-36 .p I _ - NEW ', ` NOTE INSTALLANDMAINTAINALLTESCMFJSURES ACCORDINGTOAPPROVED Windowand Door Headersinsulated min. R-10 EAS NG 1 b` / --_ DOW SPOUT T GOWN POUT O GRAIN TO I PLANS, CITY OF EDMONDS STANDARD DE TAILS, AND ALL OTHER DRAII�JSTO•, SPLAS BLOCKS MEASURES THAT MAY BE REQUIRED DURING CONSTRUCTION. Exterior Doom: DoOmwlthml8ed81II U-Fedor-020 per manufacturer. SPLASH BLOCK NOTE: ALL DISTURBED AREAS TO BE COMPOSTAMENDED Glazing: See wi—schedule PER 2019 SWMMWW BMP T.5.13. NOTE: FILTERFENCEAND 1 FILTER SOCKS WILL BEADDED TO ANY CATCH BASINS DOWNSTREAM FROM --- CONSTRUCTION 1 CONSTRUCTION SITE. CITY STANDARD DETAIL ER4)W. FENCE I I NOTE: USE ORANGE PROTECTIVE FENCING TO PLACE TO PROTECT TREE DRIP LINES AND f = OTHER AREAS THAT REQUIRE LOW IMPACT FOR GROUND WATER INFILTRATION I i TEMPORY I O Ow I i NOTE: TO �w Oct¢ WITHIN 24 A �w I c4a ll. / NEW o DOWNSPOUT DRAINS TO\_ SPLASH BLOCKS DRAINAGE AND SITE PROTECTION PLAN Only the bedroom addition is permitted as conditioned space under this permit. CITY'S RIGHT-OF-WAY. ---------------------------------------------- SCALE 1/16"=1'-D' Interconnected Smoke Alarms Are A Requirement"' Separate Plumbing Permit Requiretl. Of This Permit In Accordance With R314.2.2 Please apply,i, MyBuildingPermiLFom SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM NOTE: D OWNER/ CONTRACTOR RESPONSIBLE FOR LOCATING— ON SITE UTILITIES. RELOCATION/REVISION TOANV UTILITIES MAY REQUIRE A SEPERATE PERMIT. NOTE: ALL DISTURBED SOILS SHALL BE COMPOSTAMENDED PER CITY OF EDMONDS STANDARD DETAIL SDE42 ORAPPROVED EQUAL. NOTE: NO MATERIAL, EQUIPMENT OR OTHER RELATED ITEMS SWILL BE LOCATED ON THE 1 City Of Edmonds Building Department Works ------ADDITION--- ___- - - - - -- Address, 19311 83RD PL W Owner' CHAPIN -' APpmved Dale _ -07PI 6/2024 Building Offdal Eris, Garter Permit Number APPROVED OBTAIN ELECTRICAL ALL WORK SUBJECT P PLANS MUST BE TO FIELD STATEATE LABOR & INSPECTION FOR INDUSTRIES ON JOB SITE CODE COMPLIANCE RESUB Jan 08 2024 ll`�* M== MAI -E P-P L -A -,- aF KI BE — D—E JUCITY 01 EDMONDS -1 I FILTER FBRIC FENCE FILTRATION SYSTEMS PUBLIC WORKS STANDARD DEPARTMENT DETAIL MIN 11 MIN B— III. MI. IN DErAIL NOTES ID 1.1 ""IN MEM-EXIENCED I "IE— I —11E MI I - @-B NAMP IV — IN. SEE — N— UEN-. N —D T- — erxoss TNI — 11 PIPII --1 MERI- *1 11 1=:l 11:: . D N m E—.—D /A '. —1. . X '11. `T o/aR I.— I �IND.1.11 I III M.— W"E"' BE XIE ON I M=IU`Z=El=MMMZTMMD =ClGDMST="= 'U.-W.B I N— D IMM BE P— PAN. rggCITY INSPECTION REOUIREO ON . P11 EROSION CONTROL METHODS BEFORE OTHER WORK CNi BEGIN STABILIZED CONSTRUCTION CITY OF EDMONDS ENTRANCE PUBLIC WORKS STANDARD DEPARTMENT DUAL ER-901 00 000�0�0 n eR�9 Zr unx NOTES - MI PEN— C ENNITN-ZENZEMEEPT Sr MON_COML ME�r BEP- 11 CITY OF EDMONDS TEMPORARY = .1. SEDIMENT TRAP --PUBLIC WORKS FOR R CATCH BASINS STANDARD DEPARTMENT DETAIL I —E, .,: N. E.... ER-902 RESUB 1,, 08 2024 j q All ----------- UP EXISTING P UP BEDROOM FAMILY CL ROOM ® CL CL GARAGE ABOVE EXISTIN BATH EXIBT EXISTING LAUNORV REDRODM RETAINING WALL pEX'ST I I I I I OP NEW POST, TYP. I I I I I 13'2" I EQUAL EQUAL NEW FULL HT WALL j IAII J., BASEMENT PLAN SCALE 114- 1'-0' RESUB' Jan 08 2024 mm o �= � Wam y 9 wee j NEW ENCLOSED PORCH UN HEATED JUILIETGUARD X RAIL EXISTING CATHEDRAL CEILI7 EXISTING KITCHEN I G FLAT CEILING EXISTING EXISTING BEDROOM BEDROOM 0- EXIST. TH EXISTING BATH EXISTING EXTERIOR / DOOR TO RE MAIN ALL NEW SMOKE EXISTING DETECTORS TO BE INTERCONNECTED DECK TO BE REMOVED I 0 I� L ar-1o• r---_ L--- MAIN FLOOR PLAN NEW EXTERIOR DOOR U-FACTOR = 0.20 RAISED SILLWITH HER STRIPPING ALLEDGES CL '4 NEW BEDROOM EMERGENCYESCAPEAND RESCUE EGRESS WINDOW B'-101/Y' SEE ELEVATIONS FOR WINDOW TAG AND SILL HT INT. WALL TYPE -'NYRGWB 2X0 STUD R-21 BATT INSUL _ l."GWB N SCALE 114•=1•-0• O REST B ' Jan 08 2024 o �= � Wam y 9 wee j ROOF VENTING: 7W SF NEW ROOFAREA 2SF NEW SOFFITVENT BSF ROOF VENTS ROOF FLOOR PLAN SCALE 114— 1'-0' RESUB' Jan 08 2024 mu o �= � Wam y 9 wee j I� WEST ELEVATION WINDOW SCHEDULE al SOUTH ELEVATION B, FIN F_LR MAIN EL=102.0' FIN FUR BASMENT ?CA Eo 1/4• 1' ' A3.1 SCA E 114ow' EMERGENCY -31 E%ITAND RESCUE O E3 EO WINDOW EI GUARD RAIL MAX SILL HT. RESIST 20DLBS HORIZONTAL q 'E� FORCE R FIN FLR MAIN EL NEW WALL ❑ ❑ (SHEAR WALL) El FED NEW CONCRETE STEM WALL FIN 7-7SMENT TOP OF CONCRETE IS S'ABOVE NEW GRADE, MINIMUM RESUB SCALE 114'=1-0 Jan 082024 0 o o n NORTH ELEVATION SECTION - LOOKING SOUTH RESUB ?GALE 1/4"-1'.D' SCALE 1/4"-V--0• j / 1 \ ••^"" v"I^1" Jan 082024 SCALE 39'=1'-0' 0 0 0 Ed AS BUILT - BASEMENT PLAN SCALEo 1/4"" " AS BUILT - MAIN FLOOR PLAN RESUB an 08 M14 SCALE o m o �= � Wam y a OAR R j WEST ELEVATION SCALE 1/4"-1'.0' SCALE 1 114' = 1'-0" SOUTH ELEVATION SCALE 114'=1'-0' NORTH ELEVATION AB3.0 RESUB oCALEo 1'°.0,-0. Jan 08 2024 GENERAL STRUCTURAL NOTES (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS) CRITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, THE INTERNATIONAL BUILDING CODE (2018 EDITION). 2. DESIGN LOADING CRITERIA: FLOOR LIVE LOAD (RESIDENTIAL).. . . .. . . ..40 PIE FLOOR LIVE LOAD (BALCONIES AND DECKS)... .... ...60 PIE ROOF SNOW LOAD (Pf)... . ... . ... . .... . ..25 PIT 11ND: BASIC AI NO SPEED (3-SECOND GUST) ............98 MPH WIND IMPORTANCE FACTOR (.W)................ 1.0 WIND EXPOSURE ... .............. B TOPOGRAPHICAL FACTOR (KzQ.................1. 00 EARTHQUAKE: LIT. / LONG. . . . . . . . . . . . . . 47.824 / -122. 345 SEISMIC IMPORTANCE FACTOR (Le) . . ... . .... .... 1.I SEISMIC USE GROUP ...................... I MAPPED SPECTRAL RESPONSE (59/SI) ........ 1. 4&g/0. 53g SPECTRAL RESPONSE COEF. (SD,/GDl). ... . ... 1.079/0.74g SEISMIC FORCE RESISTING SYSTEM:..... PLYWOOD SHEAR WALLS DESIGN BASE SHEAR ................... DAL, SEISMIC RESPONSE "LEE C..NT (Cs) ........... 0. 149 SEISMIC DESIGN CATEGORY .................. D RESPONSE MODIFICATION FACTOR (R). fi.5 ANALYSIS PROCEDURE ......... EQUIVALENT LATERAL FORCE REFERENCE USGS NATIONAL SEISMIC HAZARD MAPPING PROJECT, 2008 DATA 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITON' FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTABCTION. 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, ME"ER SIZES, NO CON- DITIONS PRIOR TO COMMENCING ANY HORN. ALL DIMENSIONS OF E%.STING CON- STRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST VERIFIED. CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL ADJACENT UNDERGROUND UTILITIES PRIOR TO COMMENCING EXCAVATION. THE CONTRACTOR SHALL BRING ALL CONFLICTS AND DISCREPANCCES TO THE ATTENTION OF THE ARCHITECT AND STRUCTURAL ENGINEER. 5. 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. EXISTING REINFORCING SHALL BE RETAINED UNDAMAGED WHERE NOTED ON THE PLANS. OEMOLI TI IN DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE LIMIT CONSTRUCTION LOADIING (INCLUDNG DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. ALL NEW OPENNGS THROUGH EXISTING CONCRETE OR MASONRY WALLS, SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE. 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE INO STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 7, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CON- TRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CON - CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 8. SPECIAL INSPECTION OF EPDXY GROUTED INSTALLATIONS SHALL BE BRIO IGEI IN ACCORDANCE WITH SECTIONS 109 AND 1704 OF THE INTERNATIONAL BUILDING CODE AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND RETAINED BY THE BUILDING OWNER THE ARCHITECT, STRUCTURAL ENGINEER, ANO BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS. GEOTECHNICAL 10. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AN O THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18' BELOW ADJACENT FINISHED GRADE. UNLESS NOTED OTHERWISE, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE BRA WAGE. ALLOWABLE SOIL PRESSURE .......... 2, 00I PSF LATERAL EARTH PRESSURE ........... 35 PCF CONCRETE 11. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORD- ANCE WITH IBC SECTION 1905 AND ACI 301. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF F'C = 2,500 PSI AND MIX 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. THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOLNTI OF WATER MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED i0 THE STRUCTURAL ENGINEER AND THE SEATTLE DEPARTMENT OF CONSTRUCTION AND INSPECTION FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE CONCRETE PERFORMANCE MIX SHALL I NCLUBE THE AMOUNTS OF CENENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH IBC 1D05. 1.3. THE USE OF A PERFORMANCE MI% REQUIRES BATCH PLANT INSPECTION, THE COST OF WHICH SHALL BE PAID BY THE GENERAL CONTRACTOR. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR - ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494, AND C618. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 19. 3.2.1 OF THE AD I 318. 12. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 40, FY = 40, 000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. 13, REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORD- ANCE WITH ACT 318. LAP ALL CONTINUOUS REINFORCEMENT 40 BAR DIAMETERS OR 2'-0' MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTER- SECTIONS. LAP CORNER BARS 40 BAR DIAMETERS OR 2'-0" MINIMUM. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8' Ai SIDES AND ENDS. 14. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: A. FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE ...3" B. ALL OTHER SURFACES ................ 1 1/2" 15. NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3000 PSI MINIMUM). ANCHORAGE 16. EXPANSION HILTS INTO CONCRETE AND GROUTED MASONRY UNITS SHALL BE 'STRONG-0OLT" ANCHORS AS MANUFACTURED BY THE SIMPSON COMPANY AND INSTALLED IN STRICT ACCORDANCE WITH ICC ESR 1771. INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. 17, EPDXY -GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH 'SET-XP' HIGH STRENGTH EPDXY AS MANUFACTURED BY THE SI MESON COMPANY AND INSTALLED IN STRICT ACCORDANCE WITH ICC ESR 2506. 18. TITEN HD ANCHORS SPECIFIED ON THE DRAWINGS SHALL CONSIST OF 'TITEN HD' HEAVY DUTY SCREW ANCHORS AS MANUFACTURED By THE SIMPSON COMPANY AND INSTALLED IN STRICT ACCORDANCE WITH ICC ESR 2713. WOOD 19, FRAMING LUMBER SHALL BE KILN DRIED OR MC-15, AND GRADED AND MARKED IN CON- FORMANCE WITH WCLIB STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS: (2X MEMBERS) HEM -FIR NO. 2 MINIMUM BASE VALUE, FB = 850 PSI (3X & 4X MEMBERS) DOUGLAS FIR NO. 1 MINIMUM BASE VALUE, FB = 1000 PSI STRUCTURAL LIGHT FRAMING: DOUGLAS FIR N0. 2 (INCL. 3X AND 4X POSTS) MINIMUM BASE VALUE, FB - 110 PSI BEAMS AND STRINGERS: DOUGLAS FIR N0. 1 (INCL. 6X AND LARGER) MINIMUM BASE VALUE, FB = 1111 PSI POSTS AND TIMBERS: DOUGLAS FIR NO. 1 (HAI AND LARGER ) MINIMUM BASE VALUE, PC - 1000 PSI STUDS, PLATES A MISC. FRAMING: DOUGLAS FIR OR HEM -FIR STANDARD GRADE 2X6 STUDS AND PLATES: HEM -FIR NO.3/ STUD GRADE 2% AND 3X T & G DECKING HEM -FIR COMMERICAL DEX, MINIMUM BASE VALUE, FB = 1"0 PSI 20. ENGINEERED LUMBER MEMBERS SHALL BE MANUFACTURED UNDER A PROCESS BY THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NATIONAL RESEARCH BOARD NUMBER, AND THE QUALITY CONTROL AGENCY. ALL LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH THE APPROPRIATE NER REPORT AND CLUED WI iH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. PSL FB = 2900 PSI E = 2000 NSI FV = 290 PSI NER-292 LSL FB = 2250 PSI E = 1500 IS FV = 285 PSI NER-481 LVL FB = 2600 PSI E = 1800 NSI FV = 285 PSI NER-126 DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE WEYERHAUSER CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED. ALL PROPOSED HOLE SIZES AND LOCATIONS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR APPROVAL TWO WORKING DAYS PRIOR TO DRILLING HOLES. 21. PLYWOOD SHEATHING SHALL BE GRAGE C-D EXTERIOR CLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH APA STANDARDS. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING ANO SPAN RATING MAY BE USED IN LIEU OF PLYWOOD. A. ROOF SHEATHING SHALL BE 1/2" (NOM.) WITH SPAN RATING 24/0. B. FLOOR SHEATHING SHALL BE 3/4" (NOM.) WITH SPAN RATING 40/20. C. WALL SHEATHING SHALL BE 1/2' (NON.) WITH SPAN RATING 24/0. iltltllUl':i@N718:1'ICR1dP11F.Ht:ItlDL7Y0:iW77(9:IWIdLll�li[r 22. ALL HOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE - TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUI LOING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. ALL WOOD EXPOSED TO WEATHER WITHOUT THE ADEQUATE PROTECTION OF A ROOF OR LAVE SHALL BE AN APPROVED WOOD OF NATURAL RESISTANCE TO DECAY OR PRESSURE TREATED. SUCH MEMBERS INCLUDE HORIZONTAL MEMBERS SUCH AS GIRBEAS, JOISTS, AND DECKING; OR VERTICAL MEMBERS SUCH AS POSTS, POLES, AND COLUMNS. 23. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL HE -STRONG -TIE' BY IT MPSON COMPANY, AS SPECIFIED IN THEIR MOST RECENT CATALOG. EOUIVALENT BEVED I BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLES IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON W000. UN- LESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEA- SONED AND DRIED AND THE SAME GRADE (MIN.) AS MEMBERS CONNECTED. CONNECTORS OUTSIDE OF THE BUILDING ENVELOPE (E.G. EAVES) SHALL BE EITHER STAINLESS STEEL (SST300), POST HOT-0IP GALVANIZEI(HDG) OR GALVANIZED WITH A MINIMUM OF 1.850Z ZINC PER SQUARE INCH (ZMA%). CONNECTORS IN DIRECT CONTACT WITH PRESERVATIVE -TREATED WOOD THAT IS EXPOSED TO WEATHER (E.G. DECKS) SHALL BE STAINLESS STEEL (SST300). CONNECTORS IN DIRECT CONTACT WITH PRESERVATIVE -TREATED WOOD THAT IS WITHIN THE BUILDING ENVELOPE (E.G. LEDGERS AND SILLS) SHALL BE EITHER STAINLESS STEEL SST300), POST HOT -DIP GALVANIZED(HDG) OR GALVANIZED WITH A MINIMUM OF 1.850Z ZINC PER SQUARE INCH (ZMAX). FASTENERS USED WITH STAINLESS STEEL CONNECTORS SHALL BE STAINLESS STEEL (TYPE 303, 304, 305, OR 316). FASTENERS FOR HOT -DIP GALVANIZED OR ZMAX CONNECTORS SHALL BE HOT -DIP GALVANIZED. 24. NAILS - NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH DIAMETER 6D 2° 0. 113' fio 0.131' lOD 3' 0. 148' 12B 3-1/4' 16D 3-1/2' 0.162, IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. NAILS SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. �k7�':iQ,U113:1'IRBIIUIIi'IDNI�YOI[@'�I@PI:179�"111i115};@UII;i:IF9�.Y7DL11 A. 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 FABLE 2304. 10.1 OF THE INTERNATIONAL BUILDING CODE. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS 1ITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON HOOD. B. WALL FRAMING: ALL STUD HALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2X4 STUDS @ 16" O.C. AT INTERIOR WALLS AND 2X6 @ 16' O.C. AT EXTERIOR WALLS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO 2X8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WO COL- UMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TWO 16D NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WTH TW 16D NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16D AT 12" O.C. AND LAP MINIMUM 4'-0" AT JOINTS AND PROVIDE SIX 16D NAILS AT 4' O.C. EACH SIDE OF JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16D NAILS AT 12' O.C. STAGGERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS (WITH 7' MINIMUM EMBEDMENT)@ 4'-0' O.C. UNLESS INDICATED OTHERWISE. INDIVI- DUAL MEN BE OF BUILT-UP POSTS SHALL HE NAILED TO EACH OTHER WITH 16D @ 12' O.C. STAGGERED. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. NHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES NAILED TO ALL STUBS, TOP AND BOTTOM PLATES AND BLOCKING 11TH NAILS AT 7' O.C. USE 5D COOLER NAILS FOR 1/2' GWB AND 6G COOLER NAILS FOR 5/1" GWB. WHEN NOT OTHERWISE NOTED, PROVIDE 1/2' (NOM.) APA RATED SHEATHING (SPAN RATING "/I) ON EXTERIOR SURFACES NAILED AT ALL PANEL EDGES (BLOCK UNSUPPORTED EDGES), TOP AND BOTTOM PLATES WITH 80 @ 6' O.C. AND TO ALL INTERMEDIATE STUBS AND BLOCKING WITH BD @ 12' O.C. ALLOW 1/8' SPACING AT ALL PANEL EDGES AND ENDS. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE IBISES AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO III NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH METAL JOIST HANGERS IN ACCORDANCE WITH TIMBER CONNECTOR NOTE. NAIL ALL MULTI -JOIST BEAMS TO- GETHER WITH 16D @ 12" O.C. STAGGERED. UNLESS OTHERWISE NOTED ON THE PLANS, ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS AND NAILED WITH 8D NAILS @ 6" O.C. TO FRAMED PANEL EDGES AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 12" O.C. TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSEI AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE -AND -GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8' SPACING AT ALL PANEL EDGES AND ENDS OF ALL ROOF AND FLOOR SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16D @ 12" O.C. UNLESS OTHER' IF NOTED. AT BLOCKED FLOOR AND ROOF DIAPHRAGMS PROVIDE FLAT 2X BLOCKING AT ALL UNFRAMED PLYWOOD PANEL EDGES AND NAIL WITH EDGE NAILING SPECIFIED. RESUB Jan 08 2024 HV sw,ma EMneers nc A GENERAL STRUCTURAL NOTES S1.0 HV LEGEND SPANF - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - BW -0- DETAIL (m) FLUSH BEN 3/4" = l'-O' 2 (PI) FIRH9URE-TREATED 13 -RMN Hw - - - - - - - - - - - - - - - - - - - - 0 MU N BEOW — NEW STRUCTURAL WALL EXISTING STRUMRAL WAL so SEEM= NEW SHEAR WALL NEW WALL nLEN IL - - - - - - - - -• AL -THREAD HOMM AT END 7 SHEARWAL MOW - - - - - - - - - - - - - - i STRAPHMUNIN AT it—itomlt �,Fj N� END 7 SNEARRVAL MOW FOUNDATION PLAN NOTES 92223 1. SEE W/S" FOR APICAL MM 'EQ IREMENTS AT ERNnNETE WALLS AND F001INGS. 3/d" l'-O" III ChaPi neaten — — — — — — — — — — — — — — — — — — — — — FOUNDATION PLAN FOUNDATION PLAN �Pl C)" RESUB S2.0 Jan 08 2024 I. HV �.E�WmaRe� 2 LEGEND SPAN • x x G Lf i Lf i - EXTENT y x SECICN DETAIL (ID) RUSH DEAN 3�4" = i•-0" (PI) ME59JRE-TREATED �}9 �•. IX __—____— IX IX IX __ 0 OCWYN PBDVE COLUMN BROW N L'; NEV STRUCTURAL WALL x LS a RISING STRUCTURAL WNL sW% MENEM NEW SHEAR WALL NEW CONCRETE WALL EX SUNG CONCRETE WALL nLEN ALL-THREPD HOLDaAN AT o 00 \I' END 7 SHEARWAR MOW 2„ _ \ STRAP NOIIIOYM AT • (zAVL 14x /4 (FA (2)LW.1 AK /A (FB) \�i' END OF EHEARWAl1 MOW 10 Ory LL4l(B LOCATIONS ALONG +b• 1 4 � I txIS UNE) FRAMING PLAN NOTES j 1. SW— INDICATE SHFARWAll11PE PER ` �e 1 SCHEUR E A/...0. REFER TO DETAILS Fpt �a�eo mm TIWICAL SHEARWAIL CONSTRUMON. SR ARM TENRAL DRAWMCS FOR ADDITIONAL m I WPll ""'A", w REFER TO GENERAL STRUCTURAL NOTES FUR same wneatm BOOR OR ROOF SHEATHING ME THICKNESS [ j AND NATURE. Ii 3. CM NS SHALL BE DOUSE STUD MINIMUM, � 3/d.. I O.. PSL St xB 1 _ PR St U 4 _ _ PSL 5 4xB14 UNLESS NOIEB OTHERWISE SEE II/S40 Chapin SWI — — -- — — -- IAi AL SHEARWNLS WO GE DOUBLE TOP 9 �4+ p 6 0 I� b b 6 PIAIES DVE SPIKE PER I2/$4.0. 5. CS_ INDICATES COINED STRAP 11PE PER SCHIDULE 6/54.0 R6EA TO DETAILS FOR 11PICAL STRAP ASSEMBLY, 6. POSIS D. MOLD ING ENDS CE WAll OPENINGS SHALL BE (2)2x6 UNLESS NOTED OTHERWISE. ®%t1 MAIN FLOOR FRAMING PLAN (BASEMENT WALLS) 521 MA MAIN FLOOR FRAMING PLAN Pl = I, C)„ RESUB S2.1 Jan 08 2024 HV IX LEGEND I SPAN �� EXIENi SECTION DETAIL (M) RUSH BEAM 3/4• = 1'-0" '� (PT) PRESSUFE-TREATED .. —H ABOW () COLUMN ffLOW HE. SMUcn6u WALL WSTING STRUCTURAL WALL m NEW SIE1A W1ll NEW OWOiEIE WALL XDE%ISTING CONCRETE WALL ev All -THREAD HODOMM AT Q OQtµ �+ END OF HEDONN AT ABO'rE S1RPP HdDOWH AT � END OF 9 EAAWAIL ABOW 4 / � 12223 FRAMING PLAN NOTES 1. SW_ INOICATES SIEMWALL TIDE PER SCHMN 8/54.0. � TO DETAILS FOR ENICAL SHEAAWA1 CONSTRUCTION. SEE wN.Mi..�anmVN.Mi...mm ARCHITECTURAL ORAWINGS FOR AODIIIONAL NALL INFONATIW. 2. RFFEA Ton FRPL STRUCTURAL NOTES FON Rods OR ROOF SHEATHING T F, THI(1PY55, AND NAILING wue'wn w,o� Z ]. WLUMN$ SHALL RE DOUBLE STUD MINIMUM, 3/4" = T'—O" 3 U— Non OTHENKS-. SEE 11/S4.o. Chapin sWT (2)W x 4. AT ALL 91FAIYWALIS PROVIDE VWHIE 1DP eaeaa:, wAemze 5 PLATES ANU SPLICE PER 12/X0. 5. CS_ INDICATES W10 SIRA T E PER SCNEWLE 6/S4.O. — TO DETAILS FOR TIPICAL STRAP ASSEMELY. 6. POSTS 0, INCLUDING ENDS OF WALL oFEHMGS, SHALL BE (2)2a6 UNIE55 Non OTHERWISE ROOF FRAMING PLAN (MAIN FLOOR WALLS) ROOF FRAMING PLAN 3/4" = i,_O. 4 RESUB 52,2 Jan 08 2024 Li tl s gx � 11E'f 1O1/ ROOF RAFIOIS NEED owc-ERNIING wPPaRr SIMILAR ro oEan x/6w ® I 6 y� 0 0 0 SM2 J ets'� HV E°°Rx \ A35 PER 8/54.0 2x BLOCKING l RAFTERS PER PLAN RAFTERS PER PLAN 8d ® 6"ac OUTRIGGERS 2,1 ® 24"oc TO BLOCKING \ M11H (3) 16d TO RAFTER ^^'^^'^^""^•^�^^�'^ �/� PONY WALL TO MATCH SWI PER 8/S4.0 -------- 2x6 LLDGER WI1H (3) 16d J _(3) 16d FACENAIL AT BLOCK AT BARGE RAPIER RAPIERS (2)16d AT EACH STUD PER PLAN 2x4 FLAT ®48' oc NOTCH END RAPIER OVER WALL FOR BLOCK ONE RAFTER SUPPORT WTH (1) 16d AT WTRIGCfRS BAY ®48°oc OVERFRAMING 0 MING EACH RAFTER _ RAPIERS WITH 2x4 ®48°x RS 2x4 024° i 2x6 CEILING FRAMING E%ISDNG RAFTERS SHEARWALL PER PLAN A35 PER SW SCHEDULE CENTERED ON 1RUSSES OR /� ® 12" oc WITH W526 HANGERS TO REMAIN RAFTERS BELOW (ALTERNATE AS SHOWN) 2x PLAT 'Z / SHEAR WALL PER PLAN 3/41, = 11_01. 3/8" = 11_0. 2 3/4,1 — 1-0" 3 3/4" — 1,_0" 4 SEE 3/S3.0 FOR ADDITIONAL SEE 3/S3.0 FOR ADDITIONAL CEILING FRAMING NOTES CEILING AND ROOtA IDE SQUASH BLOCK 2x4 SQUASH BLOCKEN NEW OVER FRAMING PLATE NAILING PER BELOW EACH OUTRIGGERTOP OF PLATE SHEARWALL SCHEDULE PANEL EDGE NAILING PER PLAN (8d 0 6'ac U.N.O.) 2x6 x 6'-0" LONG GUT —OVER RIGGERS AT EACH RAFTER —FRAMING PLAN NEW OVER —FRAMING PER PLAN, SUPPORTED SHEARWALL PER PLAN FLOOR SHEATHING NAILING PER PLAN BLOCK ELLL—DEPTH (VENT PER ARCH'L) ----------- __ PER 2/S3.0 EXISTING ROOF FRAMING TO REMAIN- BLOCK WITH 2x RIM A35 PER SW SCHEDULE JOISTS PER PLANOR FLUSH BEAM (BEAR 13/4" MIN.)OVER—FRAMING 0 8'oc2/53.0 PEA12d PER PLANSUPPORT RAFTERS PER PLAN_10d BO% EACH SIDEA35 PER SIN SCHEDULL_aF JOIST TO PLATE(® 48'oc ELSEWIERE) E%ISTING BEAM TOREMAIN (HEADER AT SOME BEAM PER PLANCH EXISTING SHEARWALL PER PLAN LOCATIONS) SHEARWALL PER PLAN RAFTERS TO NEW BEAM WITH A35 TYP. 3/4" — 1'—O" 5 3/4' — 1'-0" 6 3/4" — 1'-0" 7 3/4" — 1'—O" 8 Chapin PLATE NAILING PER SHEARWALL SCHEDULE SHEARWALL PER PLAN SHEARWALL PER PLAN FLOOR SHEATHING NAILING PER PLAN /4 ® 16°oc VERT. TRIM TONGUES AND/OR GROOVES AT EDGE OF A35 PER SW SCHEDULE A35 0 15" oc SHEAR WALL PER PLAN (CENTERED) 8' SQ. PLINTH, REINF. WTTH COLUMN PER PLAN (4) /4 VERT. AND TIES (PRESSURE —TREATED) SHEATHING 2x6 P.T. PLATE WITH#4 ®10°oc HORIZ g3 x ] ® 3"ac 10d BOX FACENAIL JOISTS PER PLAN (BEAR 1x4 MIN.) 1,8 BEER WITH (2) ROWS 1/i 0 X 5' LAGS ® 8' oc 2x12 BLOCKING TYPICAL 6/8 0 ANCHOR BO[(2) SW SCHEDULE (®T AT TOP OF WALL] —Cl SERIES POST BASE TOP AND BOTTOM (EACH ROWJ ELSEWHERE) (3) 14 EACH WAYOFJOIST BOTTOMBOTTOM PLATEATTACHMENT2x RIM (U.N.O._ PER 8/S4.0 oN PLAN) JOISTS PER PLAN it SHEARWALL PER PLAN W11H LUS2B-2HANGERS (2) /4 GONE. _ ;'°'tl" STRUCTURAL DETAILS DRAINAGE PER _/ 4 ARCHITECTURAL 3/4" = 1' 0" C3i 3/4° = 1'-0' 10 3/4.1 — 11-0.1 11 RESUB 3/4.. = 1•-0' 12 Jan 08 2024 C3.0 II II SHEATHING PER SW II II SCHEDULE SHEARWALL II PER IPLAN II ONE-SIDED SHEARWALL Ell _1L_ SHEATHING PER SW 4 scHEDULE TWO-SIDED (SECTION) `STRAP PER PLAN. WRAP UNDER BEAM SHEARWALL OO STAGGER ANCHORS AT TWO-SIDED AND UP BOTH SIDES SHEARWALLS OF BUNDLED STUD BEAM PER PLAN ANCHOR BOLT WITH PLATE SHEATHING PER SW WASHER PER SW SCHEDULE SCHEDULE (0.229'x 3° SQUARE) TYPICAL STRAP AT BEAM (PARALLEL) 3/4" = V-0" 1 STRAP SCHEDULE (NOT ALL USED) MARK I END LENGTH I NAILS I NAIL SPACING cS16 I 14° (26) Bd x 21/2" 21/A 1. 10d AND 12d DIAMETER = 0.148"; 8d DIAMETER - 0.131', 2. USE HALF OF THE REQUIRED NAILS IN EACH MEMBER BEING CONNECTED (i.e. IN EACH END LENGTH). HOLDOWN SCHEDULE (NOT ALL USED ON PLANS) MARK FASTENERS TO STIRS' ANCHOR DIA. EMBEDMENT LENGTH SSTB5 EPDXY' CAST IN' HDU2 (6) 1/4"M x 21/2' SCREWS 5/8' 11° 1 SSTB16 I. 10d AND 12d DIAMETER = 0.148"; 16d DIAMETER = 0.162'. SCREWS SHALL BE SIMPSON "SDS° TYPE SCREWS, INSTALL PER SIMPSON RECOMMENDATIONS 2. PROVIDE A36 OR A307 ALL -THREAD AT EPDXY AND CAST -IN ANCHORS. 3. PROVIDE SIMPSON 'SET-XP" EPDXY PER GENERAL STRUCTURAL NOTES. SPECIAL INSPECTION IS REQUIRED. 4. AT CAST -IN ANCHORS PROVIDE HEAVY HEX NUT AT BOTTOM OF ALL -THREAD. HOOKED ,-BOLT MAY BE USED FOR LIT HOEDOWNS 5. AT 3x SILL PLATES, PROVIDE LONGER SSTBL MODELS. TYPICAL SHEARWALL ANCHOR BOLT PLACEMENT 1-1/2" = 1'-O" 2 II III it ii II II-----n----Tr-- SHEARWALL PER PUN I I I I II II II II II II II II UI L PROVIDE HALF OF SPECIFIED NAILSEACH.END IENGIH LL____ae____1�__ Tr_-- II II II € I II II II II II § PROVIDE 15/e" MIN. END II II II - DISTANCE FOR NAILS SHEARWALL PER PLiN II a II II II II II III II II II II II III II II II II II III II II II II I I II III TYPICAL STRAP HOLDOWN AT FLOOR 3/4" = 1'-0" 6 �(2) STUDS MIN. - REFER TO PLAN FOR LOCATIONS WHERE BUILT-UP POST CONSISTS OF MORE STUDS SHEARWALL PER PLAN PER PLAN W/ SCREWS PER MER. SPECS. (OR NAILS SIMILAR) AJHOLOOWN CONCRETE STEMWALL PER �il� PLAN (6" MIN. THICKNESS) AT EX. CONC. WALL AT NEW CONCRETE WALL ,LIB PROVIDE ALL- READ ° PROVIDE ALL -THREAD AND �y..: AND EMBED IN EPO%Y �g HEX NUT OR HEADED BOLT GROUT PER SCHEDULE wg NOTE AND EMBED PER SCHEDULE PROVIDE 5" END (HOOKED J-BOLT MAY BE AND 15/4° EDGE USED FOR ITT HOEDOWNS) DISTANCE FOR ANCHORS (MIN.) TYPICAL HOLDOWN AT CONCRETE 3/4° = 1'-0' 10 SHEARWALL SCHEDULE (NOT ALL USED ON PLANS) MARK SHEATHING' STUDS AT ABUTTING PANEL EDGES PANEL EDGE NAILING'Vx RIM JOIST OR BLOCKING TO TOP PLATE BOTTOM PLATE ATTACHMENT SOLID RIM TJI RIM BOTTOM PLATE TO RIM JOIST BELOW4 ANCHOR BOLT TO CONCRETES SILL PLATE AT FOUND. SWI 15/327 COX PLYWOOD 2x 8d ® 6"oc A35 0 24"oc 16d ® 6°oc 16d 0 6"oc 5/8"0 ® 48"oc 2x SW2 151V COX PLYWOOD 2x 8d 0 9ac A35 0 15"oc 16d 0 4°oc 16d W 4°oc 5/8% 0 32'ac 2x SW3 15/32" CDX PLYWOOD 3x 8d ® 3"oc A35 W 12"oc N/A - USE SOLID RIM 16d W 3"oc 5/8"0 ® 16'. 2x SW4 15/327 COX PLYWOOD 3x 8d ® 2'oc A35 0 9"oc N/A - USE SOLID RIM 16d 0 2"oc 5/8"M ® 12°a 2x SW5 15/32" COX PLYWOOD BOTH SIDES 3x 8d 0 3'ac A35 0 6"ac N/A - USE SOLID RIM (2) ROWS 16d ® Ym 5/e% ® 12'oc 3x SW6 15/32" COX PLYWOOD BOTH SIDES 3x 8d ® 2"oc A35 0 41/2"oc I N/A - USE SOLID RIM (2) ROWS 16d ® 2"oc 5/8"9 ® 12'. 3x 1. WALL SHEATHING SHALL CONSIST OF APA RATED PLYWOOD WITH SPAN RATING 24/0. ALLOW '/8" SPACING AT ALL PANEL EDGES AND ENDS OF PANELS. T/W APA RATED SHEATHING (OSB) MAY BE USED IN PLACE OF 15/32' CDX. 2. STUDS AT ABUTTING PANEL EDGES MAY CONSIST OF (2)2x STUDS IN PUCE OF 3x STUDS - NAIL (2)2x STUDS TOGETHER WITH BOTTOM PLATE ATTACHMENT NAILING. 3. BLOCK ALL PANEL EDGES W/ 2x4 FLAT, ATTACH W/ PANEL EDGE NAILING. TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SHEARWALLS. END STUDS SHALL RECEIVE PANEL EDGE NAILING. INTERMEDIATE STUDS SHALL BE 2x STUDS. NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH 8d 0 12"oc. 4. 8d NAILS SHALL BE 0.131' DIAMETER x 21/1" (COMMON). 16d NAILS SHALL BE 0.135' DIAMETER x 31/2" (BOX). 5. ANCHORS TO CONCRETE SHALL CONSIST OF CAST -IN -PUCE ANCHOR BOLTS, EXPANSION BOLTS, EPDXY GROUTED ALL -THREADS, OR TERN HD HEAVY DUTY SCREW ANCHORS. CAST -IN -PLACE ANCHOR BOLTS HAVE A 7" EMBED AND SHALL BE J-BOLTS OR SHALL HAVE A HEX NUT AT THE BOTTOM END. EXPANSION BOLTS SHALL HAVE 5' EMBED AND SHALL NOT BE USED AT STEM WALL LOCATIONS WITH EDGE DISTANCE LESS THAN 5° (INSTEAD, USE EPDXY GROUTED ALL -THREADS OR TITEV HD ANCHORS). EPDXY GROUTED ANCHORS SHALL HAVE 5' EMBED AND 21/1" MIN. EDGE DISTANCE. TITER HD ANCHORS SHALL HAVE 31/2" EMBED AND IW MIN. EDGE DISTANCE AT ALL ANCHOR BOLTS, PROVIDE STEEL PLATE WASHERS THAT ARE A MINIMUM OF 0.229" (3 GAUGE) x 3"x Y (SIMPSON BP5/B-3 OR SIMILAR). PLACE BOLTS PER ANCHOR BOLT PLACEMENT DETAIL SHEARWALL PER PLAN PANEL EDGE NAILING BLOCKING (OR JOIST) BOTTOM PLATE NAILING PER SW SCHEDULE PER FLOOR AND ROOF PER SW SCHEDULE DETAILS NAILING i0 MATCH NAILING TO MATCHNAILING JOISTS PER PUN BOTTOM PULE NAILING BOTTOM PLATE NAILING (DER. VARIES) PER SW SCHEDULE PER SW SCHEDULE PANEL EDGE NAILING FULL DEPTH BLOCKING TOP PLATE CONNECTION SHEARWALL PER PLAN ------PER SW SCHEDULE (OR RIM AT EXTERIOR) PER SW SCHEDULE SHEARWALL PER PLAN NAILING TO MATCH BOTTOM PLATE NAILING PER SW SCHEDULE INTERSECTING \PIN ET EDGE NAILING NON-SHEARWALL PER SW SCHEDULE TYPICAL SHEARWALL INTERSECTIONS TYPICAL DOUBLE TOP PLATE 'LAN MULTI-STUD PER PLAN WITH NAILING PER GEN. NOTES TYPICAL MULTIPLE -STUD POST CONSTRUCTION 3/4" = 1'-O" 1 1 6'-V MIN. BETWEEN SPLICES LYPKA eP PLATE SPLICE CONSTRUCTION Jan 082024 3/4" - 1--0- PANEL EDGE NAILING BLOCK ALL PANEL EDGES PER SW SCHEDULE ANCHOR BOLTS & WASHERS SILL PLATE PER SW� _ PER SW SCHEDULE SCHEDULE PANEL EDGE NAILING PER SW SCHEDULE Aio TYPICAL SHEARWALL SECTION 3/4" - 1'-0" 8 ChaPin (8) 16d ® 4'oc STAGGERED EACH SIDE OF SPLICE (16d 1912". ELSEWHERE) HUD STRUCTURAL DETAILS 12 S4.0