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APPROVED PLN BLD RESUB1 BLD2024-0662+Architectural_Plan+6.13.2024_6.13.38_AM+4319057COVER SHEET & PR OJEC TI ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE HEIGHT CALCULATIONS: APPROVED PLANS MUST BE ON JOB, SITE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES REAR A 25'-0" 7'-6" SIDE SETBACK10 SETBACK STREET PROPERTY LINE 131' +/)Z�N _ SETBACK 13'. 1005 + 45'-11" of w Separate Plumbing Permit Required. Interconnected Smoke Alarms Are A Requirement!11 Please apply via MyBuildingPermit.com Of This Permit In Accordance With R314.2.2 .............................................. I B = +100.5' w (E) CONC PATIO S.O.G w I C = + 100.5' z I D = + 101.5' Nothing in the permit approval process shall be a. J i- I ° I c _o N w o I Iw TOTAL = 404' interpreted as allowing or permitting the maintenance 4LU a I Z AVG GRADE = 101'(404/4) of any currently existing illegal, nonconforming or a ° �.° z I I� a ANY REPLACEMENT OR ACTUAL = 116.4' unpermitted building, structure or site condition which O i ., :. Q a a F_ — — _ _ I li— p CHANGE TO DRIVEWAY MAXIMUM = 126' is outside the scope of the permit application, regardless IZ N Q a , w N SHALL REQUIRE of whether such building, structure or condition is shown on the site plan or drawing. Such building, structure or condition may be the subject of a separate enforcement action. Zone RS=8-- Corner NFlag - N Setbacks: Required Actual Front 25 27.8'. ______ 5'9''S Sides 7.F51 10'4"N Rear 1-5 --- 57'4'v -----------� Other ----- ---. Height 25 -------- 15.4' LOT COVERAGE EXISTING LOT SQUARE FOOTAGE: STRUCTURE FOOTPRINT: STORAGE CLOSET: CARPORT: TOTAL LOT COVERAGE: LOT COVERAGE PERCENTAGE: Q MAX LOT COVERAGE ALLOWED: 0 ABBREVIATIONS 0 N AB(s) ANCHOR BOLT(s) ADEQ ADEQUATE ADD'L ADDITIONAL ALUM ALUMINMUM o BLDG BUILDING a_ BLKG BLOCKING BM BEAM w BRIG BEARING BTWN BETWEEN CL, It CENTER LINE CLG CEILING CLR CLEAR N COL COLUMN w COMP COMPOSITION, COMPOSITE z CONC CONCRETE 0 CONT CONTINUOUS 71 CONTR CONTRACTOR o CTR(d) CENTERED CTV CONTRACTOR TO VERIFY Ir DEMO DEMOLISH, DEMOLITION z DF DOUGLAS FIR ___1 DIA, 0 DIAMETER DIST DISTANCE 0 DTL DETAIL N (E) EXISTING N EA EACH EO EQUAL m ES EA SIDE 0 EW EACH WAY EXT EXTERIOR x FF FLUSH FRAMED, FINISHED FLOOR E FLR FLOOR z FND FOUNDATION 7'-6" SIDE SETBACK — AREA OF EXISTING NONCONFORMANCE APPROVED BY PLANNING 57'-4" Oil +101.5 PROPERTY LINE 126' +/- - rV GUTTER DOWNSPOUTS SHALL DISCHARGE TO SPLASHBLOCKS Jun 14 2024 Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. 9,147 SQFT 1,314 SQFT 21 SQFT 396 SQFT 1,731 SQFT 19% 35% FT FOOT, FEET FTG FOOTING GA GAUGE GALV GALVANIZED GCB GYPSUM CEILING BOARD GLB CLULAM BEAM GWB GYPSUM WALL BOARD HC HOLLOW CORE HD(s) HOLDOWN(s) HDR(s) HEADER(s) HDWR HARDWARE HF HEM FIR HORIZ HORIZONTAL IBC INTERNATIONAL BUILDING CODE I/F INSIDE FACE INSUL INSULATION INT INTERIOR IRC INTERNATIONAL RESIDENTIAL CODE JT JOINT LAM(s) LAMINATION(s) Ibs POUNDS MAX MAXIMUM MFR MANUFACTURER MIN MINIMUM (N) NEW NOM NOMINAL O.C. ON CENTER O/F OUTSIDE FACE, OVER -FRAMING OSB ORIENTATED STRAND BOARD OH OVERHANG PE PRE-ENGINEERED PL, T PLATE PLC(s) PLACE(s) 'pp SEPARATE RIGHT-OF-WAY 4. i� CC PERMIT �I ° . a d /a. (E) CONC DRIVEWAY r,', +100 DATUM POINT TOP OF WATER MAIN (N) CARPORT TO REPLACE (E) CARPORT ENGINEERING DIVISION APPROVED AS NOTED SITEPLAN 06/20/2024 SCALE: 1 "=20'-0" NO STORMWATER MANAGEMENT SYSTEM REQUIRED AT THIS TIME. IF NEW AND/OR REPLACED IMPERVIOUS SURFACE EQUALS NOTE: 2000SQFT OR GREATER, A STORMWATER THIS SITE PLAN WAS GENERATED USING INFORMATION MANAGMEMENT SYSTEM MAY BE REQUIRED FOUND ON THE SNOHOMISH COUNTY GIS SYSTEM PER CITY CODES AND STANDARDS AND INFORMATION GATHERED DURING SITE VISITS. THIS SITE PLAN IS NOT TO BE CONSIDERED A SURVEY. STATEMENT OF USE & LIABILITY THESE PLANS ARE FOR THE EXCLUSIVE USE OF PAUL DAVIS RESTORATION BCIE ASSUMES NO RESPONSIBILITY OR LIABILITY FOR USE OF THESE PLANS BY OTHERS. ALL INFORMATION ON THESE PLANS IS THE EXCLUSIVE PROPERTY OF BCIE AND DOES NOT EXPRESS NOR IMPLY ANY WARRANTY OF THE INFORMATION ON THESE PLANS. P-NAILS PNEUMATIC NAILS PNL PANEL PT POINT PWD PLYWOOD REINF REINFORCEMENT RQD REQUIRED SI SQUARE INCHES SC SOLIC CORE SHT SHEET SHTG SHEATHING SIM SIMILAR SOG SLAB ON GRADE SPCG SPACING SQ SQUARE STRUCT STRUCTURAL SW SHEAR WALL T&G TONGUE & GROOVE TYP TYPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL W/ WITH W/O WITHOUT WIN WINDOW WSEC WASHINGTON STATE ENERGY CODE XFR TRANSFER LEGEND PLAN TITLE SCALE: 1 "=10'-0" Q A DETAIL TITLE SX.X SCALE: 1 "= V-0" 1 SX.X City Of Edmonds Building Department Work FIRE DAMAGE REPAIR ----------------- ------------------------- ------ Address 22414 72ND PL- L W ----------- Owner BOWER Approved Date ; 06113/2024 Building Official ErI & C --------------------- -------------------------- Permit Number BLD2024-0662 ------------------------------------ CODES USE FOR THIS PROJECT: 2021 INTERNATIONAL EXISTING BUILDING CODE 2021 INTERNATIONAL RESIDENTIAL CODE 2021 WASHINGTON STATE ENERGY CODE 2021 UNIFORM PLUMBING CODE **AS AMENDED & ADOPTED BY THE CITY OF EDMONDS BUILDING DATA ADDRESS: 22414 72ND PL W, EDMONDS WA, 98026 PARCEL NO: 00499900000200 LEGAL DESCRIPTION: LORRAL TERRACE NO 4 BLK 000 D-00 - LOT 2 BUILDING: TYPE V-B OCCUPANCY R-3 ZONING: RS-8 MAIN FLOOR: 1,314 SQFT LOT: .21 ACRES YEAR BUILT: 1958 SEE THIS SHEET & PLANS FOR ADDITIONAL CODE ANALYSIS PROJECT TEAM CONTRACTOR: PAUL DAVIS RESTORATION CONTRACTORS LICENSE# PAULDDG808MF CONTACT: CHRIS HILL 425.409.7085 (C) PLAN TITLE UNDERLINE NORTH ARROW DETAIL/SECTION TITLE UNDERLINE SX.X = SHEET WHERE DETAIL/SECTION IS DRAWN 1 = DETAIL NUMBER SX.X = REFERENCE WHERE DETAIL IS TAKEN 1 = SECTION NUMBER SX.X = REFERENCE WHERE SECTION IS TAKEN 1 = ELEVATION NUMBER SX.X = REFERENCE WHERE ELEVATION IS TAKEN DOOR MARK PER SCHEDULE WINDOW MARK PER SCHEDULE INVESTIGATIVE/RESTORATION ENGINEER BC INVESTIGATIVE ENGINEERS CONTACT: JESSE BINFORD, PE PRINCIPAL 253.670.9513 ZL 06-13-24 CITY REVIEW COMMENTS DESCRIPTION OF DAMAGE/SCOPE N 1. FIRE DAMAGE TO MAJORITY OF ROOF STRUCTURE, MAIN ENTRY EXT. WALLS, AND ALL INTERIOR FINISHES & FIXTURES. o a 2. REPLACE ROOF STRUCTURE, REPLACE SIDING & SHEATHING @ MAIN ENTRY EXT. WALLS, AND REPLACE ALL INTERIOR FINISHES & FIXTURES. 3. SIGNIFICANT DAMAGE PER IEBC SO FULL ENGINEERING ANALYSIS REQUIRED. DEFICIENCIES FOUND ADDRESSED ON THE PLANS, INCLUDING RECONSTRUCTION OF THE CARPORT. SEE PLANS FOR ADD'L INFORMATION. ARCHITECTURAL/STRUCTURAL REPAIRS PROVIDE (N) INTERIOR & EXTERIOR ARCHITECTURAL & STRUCTURAL CONSTRUCTION AS NOTED PER THE PLANS. ALL (N) CONSTRUCTION SHALL COMPLY WITH THE 2021 IRC AS AMENDED & ADOPTED BY THE LOCAL JURISDICTION. ELECTRICAL, MECHANICAL, & PLUMBING: PROVIDE (N) ELECTRICAL, MECHANICAL, & PLUMBING FIXTURES & SERVICES WITHIN THE DAMAGED AREAS AND AS OTHERWISE NOTED PER THE PLANS. ALL (N) CONSTRUCTION WILL BE BACK TO THE (E) ROUGH -INS. w BUILDING DESIGN NOTES ARCHITECTURAL THE CONTRACTOR AND SUBCONTRACTORS PERFORMING THE ARCHITECTURAL WORK, WHICH INCLUDES: EXTERIOR AND INTERIOR FINISHES, EXTERIOR FLASHING & CAULKING, INTERIOR FLOORING, TRIM, ETC. DAMAGED BY THE FIRE (SMOKE OR HEAT) SHALL REMOVE AND REPLACE THE ARCHITECTURAL ITEMS TO MATCH ORIGINAL CONDITIONS. THE ARCHITECTURAL WORK SHALL BE PER THE 2021 IRC AS AMMENDED & ADOPTED BY CITY OF EDMONDS AND THE STATE OF WASHINGTON. ELECTRICAL, MECHANICAL, & PLUMBING: THE CONTRACTOR AND SUBCONTRACTORS PERFORMING THE ELECTRICAL, MECHANICAL, & PLUMBING WORK SHALL INSTALL NEW ITEMS TO MATCH THE ORIGINAL ITEMS. SEPARATE PERMITS FOR ELECTRICAL AND MECHANICAL SHALL BE SUBMITTED TO CITY OF EDMONDS BY THE ELECTRICAL AND MECHANICAL CONTRACTORS. THE ELECTRICAL & MECHANICAL CONTRACTORS ARE RESPONSIBLE FOR SPECIFICATIONS OF ELECTRICAL SERVICES (AS REQ'D), MECHANICAL EQUIPMENT (AS REQ'D), & PLUMBING FIXTURES (AS REQ'D). ALL WORK SHALL COMPLY WITH CURRENT ELECTRICAL, MECHANICAL, AND PLUMBING CODES AS AMMENDED & ADOPTED BY CITY OF EDMONDS AND THE STATE OF WASHINGTON. SHEET INDEX GENERAL CS COVERSHEET & PROJECT INFORMATION ARCHITECTURAL A0.0 DESIGN NOTES A1.0 FLOOR PLAN A2.0 BUILDING SECTION A3.0 ELEVATIONS A3.1 ELEVATIONS STRUCTURAL S1.0 TYPICAL STRUCTURAL NOTES S1.1 TYPICAL STRUCTURAL NOTES S1.2 SW TABLE & DETAILS S2.0 FOUNDATION PLAN & NOTES S3.0 FRAMING PLAN S3.1 SW PLANS S4.0 FRAMING DETAILS W1 = SW DESIGNATION PER W1 SW TABLE ON S1.0 zi�1 = REVISION NUMBER 0 INDICATES AREA WITH A REVISION 13 TOTAL SHEETS, THIS SET 2x4/2x6 WALLS/SHEAR WALLS VICINITY MAP DEDICATED EXHAUST ROOF VENTS ® -' .. SiPlsw a Harbor Freight Tools Dougs Family L of DealershlpY �. Save y On 1'00 -- o,,.i,n %ola _ ^ 0 0 , 222rd street SW 222nd Street SW Doug s Hyw Caroe>- Dougs Lynnwood Mar Ma:aa it r Q Emerald Best Motel in Edmonds 3 0 r 223rd St SW Q Mill Park Condominlum; cicy E 223rd St SW Seabrook DentalL- 19 .. N O 2241h St SW 3 224th St SW 124th St SW . ti Ph,. � > 3 • 3 y Q RESUB Jun 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT � WCD _ h--I O �. cr� �W • U fillr 4 Q U LLI > z EL w a s a a Printing Plus 3 III BerrHott Industries 0 � �ZS.i Public Storage Q ' ® 99 Ranch Market "'I' PI SW ^ y / Q Mega Cleah'Services NW 91oPoot Java 3 Playgrounc © , 95'C Bakery Q Cafe - Edmonds h Q`N 22, 226th PI SIN s S cntal Market Q— 2Z6rh p/sw 226th PI SW DESIGN NOTES (APPLICABLE ONLY TO ACTUAL WORK BEING DONE) GENERAL FLOOR PLAN NOTES (APPLICABLE ONLY TO ACTUAL WORK BEING DONE) ENERGY CODE/BUILDING ENVELOPE- GENERAL 1. RESIDENCE HEATED WITH NEW FORCED -AIR ELECTRIC HEATING. 2. ALL WINDOWS & DOORS SHALL BE SEALED, CAULKED, GASKETED OR WEATHERSTRIPPED TO MINIMIZE AIR LEAKAGE. 3. ALL VAPOR BARRIERS SHALL BE A MAXIMUM OF 1 PERM. 4. BUILDING ASSEMBLIES USED AS DUCTS OR PLENUM SHALL BE SEALED, CAULKED AND GASKETED TO LIMIT AIR LEAKAGE. 5. A PERMAMENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDING OR APPROVED PARTY AND POSTED ON A WALL IN THE SPACE WHERE FURNACE IS LOCATED, UTILITY ROOM OR AN APPROVED LOCATION INSIDE THE BUILDING (WSEC R401.3) ELECTRICAL- GENERAL 1. BUILDING SHALL BE WIRED WITH NMB 90 NONMETALLIC SHEATHED CABLE (COMPLIES w/US STANDARDS: NMB2C14US-14/2 WIRE; NMB2C12US- 12/2 WIRE; NMB3C14US- 14/3 WIRE). 2. (E) SERVICE ENTRANCE ABOVE GROUND (ASSUMED). ELECTRICAL LIGHTING 1. LIGHTING CONTROLS SHALL BE PROVIDED FOR EACH SEPARATE AREA, READILY ACCESSIBLE AT THE POINT OF ENTRY/EXIT. CONTROLS SHALL BE CAPABLE OF TURNING OFF ALL LIGHTS WITHIN THE SPACE. 2. MAXIMUM LIGHTING POWER THAT MAY BE CONTROLLED FROM A SINGLE SWITCH OR CONTROL SHALL NOT EXCEED A 15 AMPERE CIRCUIT LOADED TO 80% CAPACITY. 3. ALL INTERIOR LUMINAIRES SHALL BE HIGH EFFICACY LUMINAIRES. (WSEC R404.1) MECHANICAL SYSTEM- GENERAL 1. THERMOSTAT SHALL BE RATED FOR INTERIOR OR EXTERIOR WALL INSTALLATION. NOT APPLICABLE FOR ELECTRIC HEAT 2. SEAL ALL TRANSVERSE DUCT JOINTS. 3. SUPPLY AIR DIFFUSERS SHALL BE PROVIDED WITH MANUAL DAMPERS FOR BALANCING THE SYSTEM. 4. DUCTS SHALL BE SEALED IN ACCORDANCE WITH SMACNA- METAL DUCT AND FLEXIBLE CONSTRUCTION STANDARDS 1ST ADDITION. 5. DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE BUILDING INSPECTOR AND HOMEOWNER PRIOR TO AN APPROVED FINAL INSPECTION. (WSEC R403.3.5 & WR403.3.6) 6. BUILDING AIR LEAKAGE TESTING, DEMONSTRATING AN AIR LEAKAGE RATE OF NOT EXCEEDING 4 AIR CHANGES PER HOUR, (WSEC R402.4.1.3), IS REQUIRED PRIOR TO FINAL INSPECTION. THE TEST RESULTS SHALL BE POSTED ON THE RESIDENTIAL ENERGY COMPLIANCE CERTIFICATE. (WSEC R401.3) 7. EACH DWELLING UNIT IS REQUIRED TO BE PROVIDED WITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION TEMPERATURE. (WSEC R403.1.1) 8. A SIGNED AFFIDAVIT DOCUMENTING THE DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE BUILDING INSPECTOR PRIOR TO AN APPROVED FINAL INSPECTION. (WSEC R401.3) PLUMBING- GENERAL 1. ALL PLUMBING TO BE IN ACCORDANCE WITH THE AMENDED 2021 UNIFORM PLUMBING CODE. 2. ALL FITTINGS TO BE BOWPEX (BRASS/BARB) TS, ELBOWS, AND COUPLINGS. 3. ALL DRAINAGE PIPE TO BE ABS SCHEDULE 40. 4. ALL WATER PIPE TO BE PEX POTABLE TUBING (ULC LISTED). PERFORMANCE STANDARDS PER ASTM F876/F877. 5. ALL PIPES TO BE SECURED USING APT TUBE CLAMPS. ABS TO BE BLOCKED & STRAPPED. 6. ALL SINKS SHALL BE EQUIPPED WITH CLEAN -OUT. 7. ALL WATER PIPES OUTSIDE OF CONDITIONED SPACE SHALL BE INSULATED AND EQUIPPED WITH HEAT TRACE TAPE. 8. MIN R-10 INSULATION UNDER WATER HEATER SHALL BE MET BY THE R-34 BATT INSULATION LOCATED IN THE FLOOR. 9. THE HOT WATER TANK SHALL COMPLY WITH STANDARD: ANSI Z21.10.1-1998. EGRESS WINDOWS IN ALL BEDROOMS - IF (N) WINDOWS INSTALLED 1. FINISHED SILL HEIGHT WITHIN 44" OF THE FLOOR. 2. MINIMUM NET CLEAR OPENABLE AREA OF 5.7 SgFt. 3. MINIMUM NET CLEAR OPENABLE WIDTH OF 20". 4. MINIMUM NET CLEAR OPENABLE HEIGHT OF 24". ******* REPLACEMENT EGRESS WINDOWS EXEMPT FROM THE REQUIREMENTS ABOVE (AJ102.4.3) IF THE FOLLOWING CONDITIONS ARE MET: 1. THE REPLACEMENT WINDOW IS THE MANUFACTURER'S LARGEST STANDARD WINDOW SIZE THAT WILL FIT WITHIN THE EXISTING FRAME OR EXISTING ROUGH OPENING. THE REPLACEMENT WINDOW SHALL BE PERMITTED TO BE OF THE SAME OPERATING STYLE AS THE EXISTING WINDOW OR A STYLE THAT PROVIDES FOR AN EQUAL OR GREATER WINDOW OPENING. 2. THE REPLACEMENT WINDOW IS NT PART OF A CHANGE OF OCCUPANCY. 3. WINDOW OPENING CONTROL DEVICES COMPLYING WITH ASTM F 2090 SHALL BE PERMITTED FOR USE ON WINDOWS REQUIRED TO PROVIDE EMERGENCY ESCAPE AND RESCUE OPENINGS. FLOOR PLAN NOTES (APPLICABLE ONLY TO ACTUAL WORK BEING DONE) Q (N) VINYL WIN DOWS: SIZES AND TYPES TO MATCH EXISTING UNLESS COORDINATED OTHERWISE BETWEEN HOMEOWNER & CONTRACTOR. (N) INTERIOR FINISH SCHEDULE: o (N) 1/2" GWB ALL INTERIOR WALLS W/6D COOLER NAILS @ 7/7 MINIMUM SPACING, UNO PER THE PLANS. N (N) 1/2" GCB ALL INTERIOR CEILINGS W/ 6D COOLER NAILS @ 7/7 SPACING, UNO PER THE PLANS. USE APPROVED BACKER co BOARD MATERIALS AS LISTED PER R702.4.2 ON THE BATH TUB & SHOWER WALLS FOR CERAMIC TILE. BATHTUB AND SHOWER �� FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6-0" ABOVE THE FLOOR. ALL OTHER FINISHES SUCH AS FLOOR AND COUNTER COVERINGS TO BE SELECTED BY THE CONTRACTOR. 0 T (N) DOORS: 0 SIZES AND TYPES TO MATCH EXISTING UNLESS COORDINATED OTHERWISE BETWEEN HOMEOWNER & CONTRACTOR. 0 Q (N) ROOF VENTING: N PROVIDE VENTING PER PLANS. 0 N (N) INSULATION: w PROVIDE R-15c UNFACED BATT INSULATION FOR (E) WALLS. z PROVIDE R-30c FACED BATT INSULATION FOR MAIN FLOOR/BASEMENT CEILING INSULATION. z PROVIDE R-60 HIGH DENSITY BLOWN -IN INSULATION FOR ROOF INSULATION. Q CONTRACTOR NOTE: WHOLE HOUSE VENTILATION: cn CONTRACTOR SHALL TAKE TIME TO THOROUGHLY VERIFY ALL RESIDENCE SHALL MEET REQUIREMENTS OF Q DIMENSIONS, HEIGHTS, STAIR RISE AND RUN, FRAMING WHOLE -HOUSE VENTILATION WITH EXHAUST FANS. LUMBER SIZE COMPATIBILITY, STEM WALL HEIGHTS, ROOF MECHANICAL CONTRACTOR TO PROVIDE OUTDOOR AIR, N PITCH, OVERHANGS AND ANY OTHER CONDITION WHERE NEW DUCTS, DAMPERS, VENTILATION CONTROLS (24HR TIMER) CONSTRUCTION MEETS EXISTING. PRIOR TO ANY VENTILATION DUCT INSTALLATION & OUTDOOR AIR CONSTRUCTION, CONTRACTOR SHALL TAKE TIME TO LAYOUT INLETS PER WAC 51-51-1505. N NEW CONSTRUCTION TO VERIFY THE COMPATIBILITY BETWEEN NEW AND EXISTING CONSTRUCTION. IF ANY DISCREPANCIES MECHANICAL VENTILATION RATE DETERMINED BY TABLE m ARE FOUND CONTACT BCIE IMMEDIATELY. M1505.4.3.1 SHALL BE 45 CFM. 50 CFM PROVIDED 0 X N E Z N i 1. GENERAL CONTRACTOR MUST VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO 19. MECHANICAL WORK IS DESIGN -BUILD. THE MECHANICAL WORK, SHOWN HEREIN, IS CONSTRUCTION. CONTACT ARCHITECT IF ANY DISCREPANCIES ARE FOUND. ALL WORK DIAGRAMMATIC AND ILLUSTRATES THE GENERAL DESIGN INTENT, SCOPE, AND LOCATION SHALL BE IN COMPLIANCE WITH NFPA, OSHA, 2021 IBC, AND ALL OTHER APPLICABLE OF THE WORK. ANY WORK, NOT INDICATED HEREIN, BUT REQUIRED BY CODE, OR BY THE GOVERNMENT AND REGULATORY AGENCIES. SPECIFICATIONS, OR TO MAKE THE WORK COMPLETE, AND FUNCTIONING, IS TO BE PROVIDED AS PART OF THE WORK. 2. VERIFY LOCATION AND PLACEMENT OF ELECTRICAL, PHONE, AND DATA LINES WITH OWNER BEFORE INSTALLATION OF ELECTRICAL BOXES AND DRYWALL. 3. SEE SITE PLAN FOR EXTENT OF CONCRETE WALKS. 4. ALL GLASS IN HAZARDOUS LOCATIONS, AND WITHIN 18" OF THE FLOOR AND WITHIN 24" OF THE DOOR SHALL BE SAFETY GLASS, GENERAL CONTRACTOR TO VERIFY. (R308.4) 5. ALL DOORWAY THRESHOLDS MUST COMPLY WITH CURRENT AND APPLICABLE CODE REQUIREMENTS. 6. ALL DIMENSIONS SHOWN TO FACE OF EXTERIOR WALL ARE TO FACE OF STUD. ALL DIMENSIONS SHOWN TO FACE OF INTERIOR WALLS ARE TO FACE OF STUD (U.N.O.). 7. USE 2x6 AS REQUIRED FOR PLUMBING WALLS. 8. CONTRACTOR SHALL EMPLOY PRECAUTIONS NECESSARY TO ENSURE STRUCTURAL INTEGRITY OF ADJACENT ASSEMBLIES. 9. ALL EXTERIOR DOORS SHALL BE WEATHERSTRIPPED. ALL EXTERIOR JOINTS AROUND DOOR FRAMES AND WINDOWS AND AT ALL PENETRATIONS THRU BUILDING ENVELOPE SHALL BE SEALED USING SEALANTS AND CAULKING. 10. ALL FINISH SURFACES SHALL HAVE AFLAME SPREAD CLASSIFICATION OF CLASS III OR HIGHER (FLAME SPREAD INDEX 76 THRU 200 AND A SMOKE DENSITY OF 450). 11. CONTRACTOR IS TO TAKE PRECAUTIONS NECESSARY TO PREVENT DUST AND DEBRIS FROM ENTERING MECHANICAL SYSTEMS AND ADJACENT ROOMS. 12. PROVIDE WATER RESISTANT GWB AT ALL "WET" WALLS. 13. ALL DOOR RETURNS ARE 3" U.N.O. 14. ALL BATHROOM & LAUNDRY FANS SHALL BE 50 CFM, TYP. KITCHEN EXHAUST FAN SHALL BE 100 CFM 15. SEE THIS SHEET FOR NOTES CONCERNING: STAIRS, BEDROOM EGRESS WINDOWS, HANDRAILS, & SMOKE DETECTORS. 16. NOTE: GAS INSERT MUST BE UL - OR ICBD - APPROVED & MUST BE INSTALLED PER MFR'S REQUIREMENTS. VERIFY FRM'G DIMENSIONS REQUIRED. 17. SLOPE ALL DECKS, PATIOS, EXT. CORRIDORS & STAIR LANDINGS, 1/4" PER FT. MIN., AWAY FROM WALL/BLDG. TO DRAIN. 18. ELECTRICAL WORK IS DESIGN -BUILD. THE ELECTRICAL WORK, SHOWN HEREIN, IS DIAGRAMMATIC AND ILLUSTRATES THE GENERAL DESIGN INTENT, SCOPE, AND LOCATION OF THE WORK. ANY WORK, NOT INDICATED HEREIN, BUT REQUIRED BY CODE, OR BY THE SPECIFICATIONS, OR TO MAKE THE WORK COMPLETE, AND FUNCTIONING, IS TO BE PROVIDED AS PART OF THE WORK. 20. PLUMBING WORK IS DESIGN -BUILD. THE PLUMBING WORK, SHOWN HEREIN, IS DIAGRAMMATIC AND ILLUSTRATES THE GENERAL DESIGN INTENT, SCOPE, AND LOCATION OF THE WORK. ANY WORK, NOT INDICATED HEREIN, BUT REQUIRED BY CODE, OR BY THE SPECIFICATIONS, OR TO MAKE THE WORK COMPLETE, AND FUNCTIONING, IS TO BE PROVIDED AS PART OF THE WORK. 21. DOORS: ALL MAIN DOORS BETWEEN GARAGE & LIVING AREAS SHALL BE 20 MIN. RATED TIGHT FITTING SOLID CORE W/ SELF CLOSING HINGES. 22. ATTIC ACCESS SHALL BE 2200 MIN. 23. VERIFY QNTY & LOCATION OF HOSE BIBS W/ OWNER PRIOR TO BIDDING CONSTRUCTION. 24. HOT WATER HEATER: SEISMIC RESTRAINT STRAPS 4" WIDE X 24 GA. S/M STRAPPING SHALL BE POINTS WITHIN THE UPPER ONE THIRD AND LOWER ONE THIRD OF ITS VERTICAL DIMENSIONS - PROVIDE BLOCKING IN WALL USE (3) 5/16" LAG BOLTS PER WALL FLANGE WATERTIGHT DRIP PAN W/ DRIP TO DAYLIGHT AS APPROVED. 25. SMOKE ALARMS SHALL BE INTERCONNECTED. THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL DWELLING. PHYSICAL INTERCONNECTION OF SMOKE ALARMS SHALL NOT BE REQUIRED WHERE LISTED WIRELESS ALARMS ARE INSTALLED AND ALL ALARMS SOUND UPON ACTIVATION OF ONE ALARM. 25. CONTRACTOR AND ALL SUBCONTRACTORS ARE NOT TO SCALE ANY DRAWINGS TO IDENTIFY DIMENSIONS IF THERE ARE DIMENSIONS NOT SHOWN ON DRAWINGS CALL ARCHITECT / DESIGNER TO VERIFY THOSE DIMENSIONS. 26. HOMEOWNER/CONTRACTOR TO COORDINATE SELECTION OF INTERIOR & EXTERIOR FINISHES, APPLIANCES, PLUMBING, & ELECTRICAL FIXTURES. 27. EXISTING DWELLINGS MUST BE PROVIDED WITH CARBON MONOXIDE ALARMS AS REQUIRED FOR NEW DWELLINGS PER IRC R315.2.2. WHERE ALTERATIONS REQUIRE THE REMOVAL OF INTERIOR WALL OR CEILING FINISHES EXPOSING THE STRUCTURE OR THERE IS AN ATTIC, CRAWLSPACE, OR BASEMENT AVAILABLE, CARBON MONOXIDE ALARMS MUST ALSO BE INTERCONNECTED PER IRC R315.5. 28. CARBON MONOXIDE ALARMS IN DWELLING UNITS SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. WHERE A FUEL -BURNING APPLIANCE IS LOCATED WITHIN A BEDROOM OR ITS ATTACHED BATHROOM, A CARBON MONOXIDE ALARM SHALL BE INSTALLED WITHIN THE BEDROOM. GENERAL NOTES APPLY ONLY TO ACTUAL WORK BEING DONE. DOOR SCHEDULE MARK THICK WIDTH HEIGHT TYPE DOOR CONSTRUCTION JAMB CONSTRUCTION HDW COUNT REMARKS CORE MAT'L FINISH MAT'L FINISH 1 1 3/8" 6-0" 6-8" - SC VINYL FACTORY WD PAINT 1 SLIDING GLASS DOOR 2 13/4" 3'-0" 6'-8" - SC WD FACTORY WD PAINT 1 - 3 13/4" 2'-8" 6-8" - SC WD FACTORY WD PAINT 1 - 4 1 3/4" 2'-8" 6-8" - SC WD FACTORY WD PAINT 1 VENTED FOR HVAC 5 13/8" 4'-0" 6'-8" - HC VINYL FACTORY WD PAINT 4 BI-PASS 6 13/8" 2'-6" 6-8" - HC WD FACTORY WD PAINT 4 - 7 13/8" 2'-4" 6-8" - HC WD FACTORY WD PAINT 2 - 8 13/8" 2'-0" 6-8" - HC WD FACTORY WD PAINT 1 - NOTES 1. 2. 3. 4. ALL EXTERIOR DOORS SHALL HAVE FULL WEATHER STRIPPING. MAX. ACCEPTABLE U-VALUE 0.30, TYP. @ ALL EXTERIOR DOORS. COORDINATE FINISHES/STYLES W/ OWNER. PROVIDE 20 MIN RATED TIGHT FITTING SOLID CORE DOOR W/ SELF CLOSING DEVICE @ DOOR BETWEEN GARAGE & HOUSE. SPRING -LOADED HINGES OR OTHER APPROVED SELF -CLOSING WINDOW SCHEDULE MARK WINDOW SIZE WINDOW CONSTRUCTION COUNT REMARKS WIDTH HEIGHT FRAME GLASS COLOR OPERATION A 2'-6" 3'-0" WHITE VINYL CLEAR CASEMENT 2 TEMPERED B 3'-0" 3'-0" WHITE VINYL CLEAR CASEMENT 2 - C 5'-0" 3'-6" WHITE VINYL CLEAR CASEMENT 3 EGRESS +42" SILL D 7'-0" 4'-0" WHITE VINYL CLEAR CASEMENT 1 END 2' CASEMENT E 8'-0" 3'-0" WHITE VINYL CLEAR CASEMENT 1 END 2' CASEMENT NOTES 1. 2. 3. 4. ALL WINDOW OPENINGS SHALL BE WEATHER INSTALL WINDOWS PER MANUFACTURERS RECOMMENDATIONS. COORDINATE FINISHES/STYLES W/ OWNER. MAX. ACCEPTABLE U-VALUE 0.20, TYP UNO. WRAPPED BEFORE WINDOWS ARE INSTALLED. • • • A06-13-24 CITY REVIEW COMMENTS RFORATED N ---- ) IWNER FIREPLACE NG PER CONTR (N) ROOF EXHAUST VENTS FOR (N) EXHAUST FANS @ (4) PLCs TOTAL (CTV) (E) BEDRMI Eo OSD J J U U W LU 0 OSD OSD (E) BEDRM2 OSD ® E BA 50*** O OCM U_ O (E) BEDRM3 J 0 ,® 4 Q W O E CL E CL w 400 8 O0 O / 1 O D Y 010 W OLo A A2.0 LU O (E) LIVING RM p TI O A2.0 (E) PWDR � O 50 O FURN. O C=3 1O Hew � (E) FAMILY RM O COMBO (N) IN -VENT (20'-0") 2'-0" UP SLOPE B 450 O 6 (E) LAUNDRY RM FROM (E) WALL PER DTL D/A2.0 O U LU ROOF DRAINAGE AND VENTILATION PLAN E CL SCALE: 3/16" = V-0" (N) ROOF VENTILATION CALCULATIONS VENTILATION REQUIRED: 1339 S.F. (144/300) = 640 S.I. 50% OF AREA REQUIRED @ RIDGE = 320 S.I. 24'-0" RIDGE VENT (V600) @ 20. S.I./FT = 480 S.I. 20'-0" IN -VENT @ 6.75 S.I./FT = 135 S.I. 120'-0" HARDY SOFFIT VENTS @ 5.0 S.I./FT = 560 S.I. NOTES: TOTAL PROVIDED = 1031 S.I. COR-A-VENT VENTING PRODUCTS SPECIFIED UNO - CTV ALTERNATE VENTING PRODUCT PROVIDES EQUIVALENT S.I./FT FOR VENTILATION S.I./FT IS EQUIVALENT TO NET FLOW VENTILATION AREA (NFVA) NFVA ACCOUNTS FOR SIZE FACTORS FOR SCREENS INSTALLATION OF (N) ROOF-2-WALL VENTS TO CORRECT DEFICIENCY. ALL OTHER VENTING MATCHES PRE -DAMAGE CONDITIONS MAIN FLOOR PLAN SCALE: 1/4" = V-0" E CL (N) SIDING TO MATCH (CTV) (AS SHOWN----) (E) ENTRY (N) CARPORT SEE STRUCT ONE EV READY PARKING SPACED TO BE PROVIDED PER SEPARATE PERMIT (E) DOORS TO REMAIN PLAN SCHEDULE 1O (N) WOOD BURNING INSERT W/ZERO CLEAR INSULATED EXHAUST DUCTS 4 50 (N) EXHAUST FAN, 50 CFM TO ROOF INSIDE OF (N) 2x4 WALLS (CTV) 400 (N) EXHAUST FAN, 100 CFM /10,000 BTUs MIN O2 (N) BUILT-INS TO MATCH PER OWNER/CONTR 50*** ALL INTERIOR FINISHES & FIXTURES TO BE REPLACED UNO (N) WHOLE HOUSE FAN, 50 CFM OSD (N) SMOKE DETECTOR (N) CONTINUOUS WHOLE -HOUSE VENTILATION FAN W/ 24-HR TIMER SWITCH (50 CFM MIN) IN (E) HALL CM (N) CARBON MONOXIDE ALARM BATHROOM OHD (N) HEATER DETECTOR -OR- ALARM (N) 22"x30" ATTIC ACCESS PER R807.1 H/W (N) HOT WATER TANK TO BE INSTALLED PER MFR GUIDELINES FURN. (N) FURNACE (BY OTHERS) TO BE INSTALLED PER MFR GUIDELINES. COMBUSTION AIR TO BE PROVIDE N 0 a Li J 0 LL RESUB �� w Jun 13 2024 CITY OF EDMONDS OQ DEVELOPMENT SERVICES DEPARTMENT r l N N ao CD �--� O w �. cr�LLJ ai ~W Q o w u U �W Q � � O W > W U) z O V) w 0 � W LQ • w N NOTE: EXHAUSE VENTS FOR KITCHEN, LAUNDRY AND BATHROOMS TO EXIT THE STRUCTURE NOT LESS THAN 3 FEET FROM PROPERTY LINES, 3 FEET FROM OPERABLE OPENINGS INTO THE BUILDING AND 10 FEET FROM MECHANICAL AIR INTAKES. B A2.0 BUILDING SECTION SCALE (N) INSUL BAFFLES E BAY W/ 1 " AIR GAP c (N) 26GA GALV DRI F EDGE FLASHING (N) METAL GUTTERS PER OWNER/CONTR (N) FASCIA TO MAT( PER OWNER/CONTR (N) HARDIE SOFFIT ('V m I L_L_', OWNER/CONTR 1/2" = V-0" ARCHITECTURAL EAVE DETAIL SCALE: 1 " = V-0" WALL ASSEMBLIES: W1 EXISTING EXTERIOR WALL • (E) HORIZONTAL LAP WOOD SIDING - (N) SIDING TO MATCH @ MAIN ENTRY - (E) VERTICAL LAP SIDING @ TOP HALF W/ (N) VERTICAL LAPS SIDING B TO MATCH @ MAIN ENTRY A2.0 (E) BLDG PAPER - (N) 30# BLDG PAPER W/ 6" MIN LAPS @ MAIN ENTRY • (E) 1/2" PWD SHEATHING - (N) 1/2" PWD 1 SHEATHING AS RQD @ MAIN ENTRY I • (E) 2x4 STUDS @ 16" O.C. • (N) R-15c UNFACED BATT INSUL • (N) 1/2" GWB W/ 1-PERM PVA PAINT I W2 EXISTING INTERIOR WALL • (E) 2x4 STUDS @ 16" O.C. • (N) 1/2" GWB EA SIDE (N) 26GA GALV DRIP EDGE FLASHING (N) METAL GUTTERS PER OWNER/CONTR (N) FASCIA TO MATCH PER OWNER/CONTR (N) HARDIE SOFFIT (VENTED) OWNER/CONTR ARCHITECTURAL EAVE DETAIL 0 ENTRY SCALE: 1" = 1'-0" FLOOR ASSEMBLIES: EXISTING FLOOR • (N) FLOOR COVERINGS PER OWNER / CONTRACTOR • (E) 1x8 SHP LAP • (E)2x8 JOISTS @ 16" OC • (N) R-30c FACED BATT INSUL W/ FACING @ WARM SIDE WHERE DAMAGED/MISSING ROOF ASSEMBLIES: NEW ROOF • (N) DIMENSIONAL COMP ROOFING • (N) 30# BUILDING PAPER • (N) 1/2" NOM. PWD/OSB SHEATHING • (N) PE TRUSSES @ 24" OC • (N) R-60 HIGH DENSITY BLOW-IN INSULATION / BAFFLES EVERY BAY & 1" MIN AIR GAP @ ROOF • (N) HARDY SOFFIT PER OWNER / CONTRACTOR W/ PRE -PREPARED VENT HOLES @ N.+E.+S.+W. SIDES ONLY SEE DTL A/A2.0 & B/A2.0 FOR BAL OF INFO rD IN -VENT DETAIL ��oSCALE: 1 " = V-0" (N) COR-A-VENT IN -VENT OR EQUIVALENT INSTALLED PER MFR GUIDELINES 1" CONT AIR SLOT FOR (N) COR-A-VENT C) q q U Q) W 0 i q O • 0 Al 06-13-24 CITY REVIEW COMMENTS (MAXIMUM RIDGE ELEVATION 126' zs_,__,, o( EAST ELEVATION (LOOKING WEST SCALE: 1/4" = 1'-0" NORTH ELEVATION (LOOKING SOUTH. SCALE: 1/4" = 1'-0" KEYNOTES 1 (N) 30YR DIMENSIONAL COMP ROOFING PER OWNER/CONTR 2 (N) 5/4x6 FASCIA (WEATHER -RESISTANT) PER OWNER/CONTR 3 (E) HORIZONTAL LAP WOOD SIDING 4 (N) 5/4x4 WINDOW TRIM (WEATHER -RESISTANT) PER OWNER/CONTR 5 (N) 5/4x4 DOOR TRIM (WEATHER -RESISTANT) PER OWNER/CONTR 6 (N) HORIZONTAL LAP & (N) VERTICAL LAP SIDING TO MATCH AS RQD (CTV) 7 (N) AT -GRADE CONCRETE STAIRS TO REMAIN 8 (E) CONCRETE FOUNDATION 9 (N) 4x4 POSTS OVER (N) 24" DIA SONATUBE FTGs PER STRUCT 10 (E) VERTICAL LAP SIDING 11 (N) ZERO CLEAR INSULATED FIREPLACE EXHAUST DUCTS W/ FLASHING PER CTR � w • • Im Al 06-13-24 CITY REVIEW COMMENTS SOUTH ELEVATION (LOOKING NORTH. SCALE: 1/4" = 1'-0" WEST ELEVATION (LOOKING EAST) SCALE: 1/4" = 1'-0" KEYNOTES 0 1 (N) 30YR DIMENSIONAL COMP ROOFING PER OWNER/CONTR 2 (N) 5/4X6 FASCIA (WEATHER -RESISTANT) PER OWNER/CONTR 3 (E) HORIZONTAL LAP WOOD SIDING 4 (N) 5/4X4 WINDOW TRIM (WEATHER -RESISTANT) PER OWNER/CONTR 5 (N) 5/4X4 DOOR TRIM (WEATHER -RESISTANT) PER OWNER/CONTR 6 (N) HORIZONTAL LAP & (N) VERTICAL LAP SIDING TO MATCH AS RQD (CTV) 7 (N) AT -GRADE CONCRETE STAIRS TO REMAIN 8 (E) CONCRETE FOUNDATION 9 (N) 4X4 POSTS OVER (N) 24" DIA SONATUBE FTGS PER STRUCT 10 (E) VERTICAL LAP SIDING 11 (N) ZERO CLEAR INSULATED FIREPLACE EXHAUST DUCTS W/ FLASHING PER CTR � w i • Im Q N 0 N co 0 T O 0 0 N 0 N w z cn O z Q ry 0 ry O z Q n 1-1 0) N 0 N Nt N 0 N cn m O D X N E Z N i 1.0 GENERAL THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS, ANY DISCREPANCY FOUND AMONG THE DRAWINGS SPECIFICATIONS, THESE NOTES, AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE CONTRACTOR IS RESPONSIBLE FOR ALL BRACING AND SHORING DURING CONSTRUCTION. 1.1 CODES ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF CITY OF EDMONDS AND: THE 2021 INTERNATIONAL BUILDING CODE (IBC), AS AMENDED AND ADOPTED BY CITY OF EDMONDS AND THE STATE OF WASHINGTON: A.C.I. - LATEST EDITION, AISC - LATEST EDITION, AWS - LATEST ADDITION, A.I.T.C. - LATEST EDITION, NDS - LATEST EDITION AND A.I.S.1 - LATEST EDITION 1.2 DESIGN CRITERIA A. VERTICAL LOADS 1. LIVE LOADS ROOF (SNOW) 25 PSF Pg = 30 PSF Pf = 20 PSF Ce = 1.0 Ct = 1.0 Is = 1.0 FLOOR 40 PSF DECKS 60 PSF B. LATERAL LOADS: LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION OF THE ROOF AND FLOOR TO SHEAR WALLS. LOADS ARE THEN TRANSFERRED TO THE FOOTINGS, WHERE ULTIMATE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE OF EARTH AND SLIDING FRICTION OF EARTH. OVERTURNING IS RESISTED BY THE DEAD LOAD OF THE STRUCTURE. 1. WIND: EXPOSURE B, 3-SECOND GUST = 97 M.P.H. PER IBC, RISK FACTOR II, Ktz = 1.0 2. SEISMIC: SEISMIC DESIGN CATEGORY D PER IBC: DOES NOT GOVERN FOR SINGLE -STORY LIGHT WEIGHT RESIDENTIAL STRUCTURES 1.3 SHOP DRAWINGS SUBMIT SUFFICIENT COPIES OF SHOP DRAWINGS TO ARCHITECT/ENGINEER FOR THE FOLLOWING: A. PE ROOF TRUSSES DO NOT FABRICATE PRIOR TO ARCHITECT'S/ENGINEER'S APPROVAL. ALL SHOP DRAWINGS SUBMITTED TO THE ENGINEER SHALL BEAR THE STAMPED APPPROVAL OF THE CONTRACTOR. SHOP DRAWING APPROVAL BY BC INVESTIGATIVE ENGINEERS SHALL NOT IMPLY THAT THE PROJECT MAY BE BUILT FROM THE SHOP DRAWINGS. RATHER, THE PROJECT PLANS SHALL BE USED FOR CONSTRUCTION. ALL PERMANENT BRACING FOR TRUSSES SHALL BE DETAILED BY THE TRUSS SUPPLIER. 2.0 SITE WORK 2.1 SOIL DATA ASSUMBED. FOUNDATIONS WERE DESIGNED IN ACCORDANCE WITH DESIGN CRITERIA PROVIDED BY THE IBC. ALLOWABLE SOIL BEARING IS 1,500 PSF. A FRICTION COEFFICIENT OF 0.35 SHALL BE USED. 300 PCF SHALL BE USED FOR PASSIVE EARTH PRESSURE. 2.2 EXCAVATION - (PER CONTRACTOR) EXCAVATE FOR FOOTINGS DOWN TO DEPTH SHOWN ON DRAWINGS OR TO FIRM UNDISTURBED MATERIAL. AREAS OVER -EXCAVATED SHALL BE BACKFILLED WITH LEAN CONCRETE (f'c = 2000 PSI), OR BE STRUCTURALLY FILLED PER SECTION 2.2 AND SHALL BE AT THE CONTRACTOR'S EXPENSE. 2.3 BACKFILL AND COMPACTION -(PER CONTRACTOR) BACKFILL SHALL NOT BE PLACED UNTIL AFTER THE REMOVAL OF ALL FORMS, SCREEDS, OTHER WOOD DEBRIS AND MATERIAL SUBJECT TO ROT OR CORROSION AND PLACEMENT OF POST TENSIONED SLAB. USE ONLY MATERIALS APPROVED FOR BACKFILL. IN AREAS UNDER SLABS OR FOOTINGS OR ADJACENT TO WALLS, MATERIAL SHOULD BE GRANULAR IN NATURE, PLACED IN 6-INCH LIFTS AND COMPACTED TO AT LEAST 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO COMPACTION TEST, PROCEDURE T-180. THE FILL SHOULD BE LIMITED TO CLEAN, GRANULAR MATERIAL. 2.4 DRAINAGE - (PER CONTRACTOR) A DRAINAGE SYSTEM SHALL BE PROVIDED TO PREVENT PORE PRESSURE AND BUOYANT FORCES FROM ACTING ON THE STRUCTURE. SUCH DRAINAGE SHALL INCLUDE PROVISIONS FOR MITIGATING WATER LEVELS DURING SEASONAL HIGH GROUND WATER. 3.0 CONCRETE 3.1 GENERAL NORMAL WEIGHT CONCRETE MEETING THE REQUIREMENTS OF ACI 301 ESTABLISH PROPORTIONS OF CEMENT, COARSE AND FINE AGGREGATES, WATER, AND ADMIXTURES TO PRODUCE THE PROPERTIES SPECIFIED FOR EACH CONCRETE MIX TYPE PER ACI-301 ON THE BASIS OF PREVIOUS FIELD EXPERIENCE OR TRIAL BATCHES. USE ADMIXTURES IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS. USE AMOUNTS OF WATER -REDUCING ADMIXTURE THAT WILL PERMIT PLACING WITHOUT SEGREGATION, HONEYCOMBING OR ROCK POCKETS. THE SLUMPS SPECIFIED ARE THE SLUMPS REQUIRED AT THE POINT OF PLACEMENT INTO THE STRUCTURE. USE INTERIOR MECHANICAL VIBRATORS WITH 7000 RPM MINIMUM FREQUENCY. DO NOT OVER- VIBRATE. DO NOT MOVE THE CONCRETE HORIZONTALLY USING THE VIBRATOR. CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR CONTROL JOINTS. PROTECT ALL FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE HOT OR COLD TEMPERATURES FOR SEVEN DAYS AFTER POURING. PROVIDE ENGINEER WITH PROPOSED CONSTRUCTION OR CONTROL JOINT LOCATIONS FOR HIS APPROVAL, OR USE JOINTS AS SHOWN ON THE DRAWINGS. ALL REINFORCEMENT TIE WIRES AND FORM ANCHORS SHALL BE CUT OFF FLUSH WITH THE SURFACE; SURFACES WHERE EXPOSED SHALL BE SMOOTH AND FREE FROM IRREGULARITIES. 3.2 STRENGTH DESIGN MIXES TO PROVIDE NORMAL WEIGHT CONCRETE WITH A 28- DAY COMPRESSIVE STRENGTH OF 3,000psi, +/- 4% SLUMP, 0.0% AIR ENTRAINMENT, AND A WATER/CEMENT RATIO OF 0.50 FOR ALL CONCRETE. ONLY 2,500psi IS REQUIRED FOR STRENGTH UNLESS NOTED OTHERWISE. APPLICATION STRENGTH MAXIMUM PERCENT F'c WATER/CEMENT AIR (PSI) RATIO ENTRAINMENT FOOTINGS 2500 0.50 0.0% FOUNDATION WALLS 2500 0.50 0.0% SLABS ON GRADE 2500 0.50 5.0% OTHER CONCRETE 2500 0.50 0.0% SUBNOTES: 1. ANY OF THE ABOVE MIXE(S) CAN BE USED FLOWABLE (8" TO 11" SLUMP) IF THE PROPER ADDITION OF ADMIXTURES IS INCLUDED AND THE W/C RATIO IS NOT INCREASED. 2. SLABS ON GRADE MAY CONTAIN WELDED -WIRE OR FIBER -MESH. EITHER ONE OF THESE MAY BE USED TO ASSIST IN THE PREVENTION OF VARIABLE SHRINKAGE AND CRACKING. 3. THE PROPORTIONS APPROVED SHALL BE CAREFULLY MAINTAINED. NO DEVIATION FROM THESE PROPORTIONS, ESPECIALLY THE ADDITION OF WATER, SHALL BE MADE WITHOUT APPROVAL OF THE ENGINEER. 3.3 MATERIAL -CEMENT, WATER & AGGREGATES PER ACI 301 A. CEMENT MUST CONFORM TO ASTM C-150, TYPE I OR TYPE II. ENGINEER'S APPROVAL IS REQUIRED FOR USE OF TYPE III CEMENT. B. WATER TO BE CLEAN AND POTABLE. C. COARSE AND FINE AGGREGATES TO CONFORM TO ASTM-C33. 3.4 MATERIALS A. WATER REDUCING ADMIXTURES: CONCRETE USING POZZOLITH ADMIXTURES TO PRODUCE FLOWABLE CONCRETE MAY BE USED WITH THE ENGINEER'S APPROVAL AND MUST CONFORM TO ASTM-C494, POZZOLITH POLYHEED, POZZOLITH 100XR, OR POZZUTECH 20. POZZOLITH SHALL BE INCORPORATED INTO ALL CONCRETE IN EXACT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ADMIXTURES AND DOSAGES WILL VARY DEPENDING ON CLIMATIC CONDITIONS AND THE CONTRACTOR'S JOBSITE REQUIREMENTS. MAXIMUM SLUMP FOR SUCH CONCRETE SHALL NOT EXCEED 8" WITH A MINIMUM OF 10 OUNCES OF POLYHEED PER 100 OUNCES OF CEMENT. USE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. B. AIR ENTRAINMENT: CONFORM TO ASTM-C260 AND ASTM- C494, MBVR OR MICRO -AIR BY MASTER BUILDER. NO AIR ENTRAINMENT IN COLUMNS WITHOUT PRIOR WRITTEN PERMISSION BY ENGINEER OF RECORD. ENTRAIN 5% +/- 1% AIR BY VOLUME IN ALL EXPOSED CONCRETE. C. OTHER ADMIXTURE: NO OTHER ADMIXTURES PERMITTED UNLESS PRIOR APPROVAL IS GIVEN BY THE ENGINEER. 3.5 REINFORCING STEEL DETAIL, FABRICATE AND PLACE PER ACI-315 AND ACI-318. SUPPORT REINFORCEMENT WITH APPROVED CHAIRS, SPACERS, OR A. STEEL REINFORCEMENT SHALL BE NEW, DEFORMED BILLET STEEL, MEETING ASTM STANDARD A-615, A-706 AT BOUNDARY ELEMENTS; GRADE 60 FOR #3 AND LARGER BARS UNLESS NOTED OTHERWISE ON THE PLANS. SHOP DRAWINGS SHALL BE MARKED ACCORDINGLY AND SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. GRADE 60 REBARS SHALL NOT BE BENT IN FIELD AFTER CONCRETE PLACEMENT. ALL BEND SHALL BE PER ACI. B. REINFORCEMENT IN ALL WALLS, SLABS, AND FOOTINGS SHALL BE CONTINUOUS AROUND CORNERS OR CORNER BARS PROVIDED, BOTH VERTICAL AND HORIZONTAL. C. LAPS: ALL TENSION SPLICES ARE ACCORDING TO ACI 318, CLASS B AND ALL COMPRESSION SPLICES ARE 30 DIAMETERS FOR f'c GREATER THAN 3000 PSI AND ARE 40 DIAMETERS FOR f'c WHICH IS LESS THAN 3000 PSI, UNLESS NOTED OTHERWISE. D. TRIM REINFORCING: AROUND ALL OPENINGS SHALL BE A MINIMUM 1-#5 TOP AND BOTTOM, EXTENDING 2'-6" BEYOND OPENING AT EACH CORNER. SEE TYPICAL DETAILS. E. WELDING: TACK WELDING OF REBAR IS NOT PERMITTED UNLESS CALLED FOR AND APPROVED BY THE ENGINEER. F. MINIMUM REINFORCING: WHERE REINFORCEMENT IS NOT SHOWN ON THE DRAWINGS, THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"(ACI 318) SHALL BE REFERRED TO FOR PROPER REINFORCEMENT. G. REBAR COVER: PROVIDE CONCRETE PROTECTION FOR REINFORCEMENT AS FOLLOWS: COVER CONDITION 3" CONCRETE DEPOSITED AGAINST EARTH 2" CONCRETE DEPOSITED AGAINST FORMS BUT EXPOSED TO EARTH 1-1/2" MAIN REINFORCING IN BEAMS 1-1/2" TO TIES IN COLUMNS, AND TIRED REBAR IN WALLS 1-1/2" FOR BARS IN SLAB ON GROUND 3/4" FOR BARS IN SLABS ON FORMS H. WELDED WIRE FABRIC: ASTM-A185 AND ASTM-A82 I. DEFORMED BAR ANCHORS: ASTM-A496 J. REINFORCEMENT ALLOWANCE: THE CONTRACTOR SHALL PROVIDE AN ALLOWANCE FOR ADDITIONAL REINFORCEMENT WHICH MAY OR MAY NOT BE PLACED AT THE DIRECTION OF THE PROJECT ENGINEER. K. FIBREMESH: PROVIDE FIBREMESH STRANDS WITHIN CONCRETE PER THE MANUFACTURERS SPECIFICATION (1.5#/CU. YARD TYPICALLY) WHERE REQUIRED BY THE OWNER IN LIEU OF UTILIZING WELDED WIRE FABRIC WITHIN SLABS ON GRADE. 3.7 EPDXY ANCHOR BOLTS TYPICAL EPDXY ANCHORS AND REBAR DOWELS WHICH ARE INSTALLED IN CONCRETE SHALL BE SET-XP AS MANUFACTURED BY SIMPSON STRONG -TIE AND SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURERS GUIDELINES AND PER ICC-ES ESR-2508 OR APPROVED EQUAL. WHEN BASE MATERIAL TEMPERATURE LESS THAN 50 DEGREES USE HILTI HIT-RE-500 SD AS MANUFACTURED BY HILTI AND SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURERS GUIDELINES AND PER ICC-ES ESR-2322. 4.0 METALS (NOT USED) 5.0 STRUCTURAL STEEL (NOT USED) 6.0 LIGHT GAUGE STEEL - (NOT USED) 7.0 CARPENTRY 7.1 ROUGH CARPENTRY ALL 2x FRAMING LUMBER SHALL BE DOUGLAS FIR #2 FOR STUDS AND HEM -FIR #2 FOR PLATES OR AS SHOWN ON THE DRAWINGS OR BELOW. ALL 2" LUMBER SHALL BE KILN DRIED (KD) OR SURFACE DRIED (SD) EACH PIECE OF LUMBER SHALL BEAR THE STAMP OF THE WEST COAST LUMBER INSPECTION BUREAU (WCLIB) OR WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) SHOWING GRADE MARK OR APPROVED EQUAL. OTHER MATERIALS SHALL BE AS SHOWN BELOW: MEMBER SPECIES Fb (PSI) Fv (PSI) 2x & 3x STUDS #2-HEM FIR 850 150 2x JOISTS #1 HEM FIR 850 150 4x HEADERS #2 DOUGLAS FIR 900 180 4X COLUMNS #2 DOUGLAS FIR 900 180 6x HEADERS #1 DOUGLAS FIR 1350 170 6x COLUMNS #1 DOUGLAS FIR 1200 170 ALL EXPOSED STRUCTURAL MATERIALS OR MATERIAL IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED (SEE SECTION 7.7). 7.2 CARPENTRY HARDWARE A. BOLTS SHALL BE ASTM A-307. B. WASHERS SHALL BE STANDARD CUT WASHERS OR MALLEABLE IRON WASHERS. C. ALL NAILS SHALL BE COMMON WIRE NAILS OR EQUIVALENT PNEUMATICALLY DRIVEN NAILS (P-NAILS), AMERICAN OR CANADIAN MANUFACTURER ONLY AS INDICATED BELOW. P-NAILS SHALL BE INSTALLED PER THE MANUFACTURERS GUIDELINES. COMMON WIRE NAIL PNEUMATIC NAIL MINIMUM NAIL LENGTH NAIL APPLICATION 16d COMMON 0.162" P-NAIL 3-1/2" FRAMING 10d COMMON 0.148" P-NAIL 3" FRAMING 8d COMMON 0.131" P-NAIL 3" FRAMING 10d COMMON 0.148" P-NAIL 2-1/2" SHEATHING 8d COMMON 0.131" P-NAIL 2-1/2" SHEATHING D. LAG SCREWS, SHEAR PLATES - SEE IBC. E. ANCHORS AND CONNECTORS SHALL BE SIMPSON, USP, OR OTHER ICBO APPROVED. F. HARDWARE EXPOSED TO WEATHER OR TO VIEW SHALL BE GALVANIZED OR PROTECTED WITH OTHER APPROVED MEANS OF CORROSION PROTECTION. HARDWARE AND FASTENERS IN CONTACT WITH PRESSURE TREATED MATERIALS SHALL BE POST HOT -DIPPED GALVANIZED TO A G-185 RATING. THE HARDWARE AND FASTENER MANUFACTURERS SHALL VERIFY COMPATIBILITY WITH THE PRESSURE TREATED MATERIALS USED ON SITE. 7.3 MINIMUM NAILING - PER 2021 IBC TABLE 2304.10.2 7.4 ANCHOR BOLTS PER IBC SECTION 2308.3.1 ALL FOUNDATION PLATES OR SILLS SHALL BE BOLTED TO CONCRETE OR MASONRY WITH MINIMUM 1/2" OR 5/8" NOMINAL DIAMETER ANCHOR BOLTS EMBEDDED AT LEAST 7" AND SPACED NOT MORE THAN 6 FEET ON CENTER. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES OR LESS THAN 4 INCH OF EACH END OF EACH PIECE. IN SEISMIC DESIGN CATEGORIES D, E & F, A MINIMUM OF 1/2 INCH DIAMETER BOLTS WITH 3"x3"x1/4" PLATE WASHERS IS REQUIRED. 5/8 INCH DIAMETER ANCHOR BOLTS ARE REQUIRED IN SEISMIC DESIGN CATEGORIES E & F. SEE SHEARWALL TABLE FOR ADDITIONAL INFORMATION. 7.3 MINIMUM NAILING - PER 2021 IBC TABLE 2304.10.2 7.4 ANCHOR BOLTS PER IBC SECTION 2308.3.1 ALL FOUNDATION PLATES OR SILLS SHALL BE BOLTED TO CONCRETE OR MASONRY WITH MINIMUM 1/2" OR 5/8" NOMINAL DIAMETER ANCHOR BOLTS EMBEDDED AT LEAST 7" AND SPACED NOT MORE THAN 6 FEET ON CENTER. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES OR LESS THAN 4 INCH OF EACH END OF EACH PIECE. IN SEISMIC DESIGN CATEGORIES D, E & F, A MINIMUM OF 1/2 INCH DIAMETER BOLTS WITH 3"x3"x1/4" PLATE WASHERS IS REQUIRED. 5/8 INCH DIAMETER ANCHOR BOLTS ARE REQUIRED IN SEISMIC DESIGN CATEGORIES E & F. SEE SHEARWALL TABLE FOR ADDITIONAL INFORMATION. 7.5 PLYWOOD/OSB SHEATHING EACH SHEET SHALL BEAR THE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ALL GRADING AND INSTALLATION SHALL CONFORM TO MOST CURRENT VERSION OF PS2 FOR OSB. USE THICKNESS AND NAILING AS SHOWN ON THE DRAWINGS. SHEATHING SHALL HAVE EXPOSURE RATING AS APPROPRIATE PER THE CONTRACTOR'S CONSTRUCTION AND WEATHER CONDITIONS SPECIFIED BY CONTRACTOR. EXCEPT AS OTHERWISE SHOWN OR NOTED, PROVIDE 8d AT 6" ON CENTER @ SUPPORTED PANEL EDGES AND 8d AT 12" ON CENTER ON OTHER SUPPORTING MEMBERS FOR WALLS AND ROOFS. FOR FLOORS, USE THE SAME SPACING PATTERN AS STATED FOR WALLS OR ROOF EXCEPT USE 10d NAILS. NOTE: EQUIVALENT RATED PLYWOOD MAY BE USED IN LIEU OF OSB CALLED OUT. ALL THICKNESS AND GRADING SHALL CONFORM TO PS1 OR PS2. SHEATHING SHALL HAVE EXPOSURE RATING AS APPROPRIATE PER THE CONTRACTOR'S CONSTRUCTION AND WEATHER CONDITIONS SPECIFIED BY CONTRACTOR. ROOF DIAPHRAGM: 15/32" PWD (PANEL INDEX = 24/16), WITH 8d NAILS OR. 131 " DIA P-NAILS AT 6" O.C. AT SUPPORTED PANEL EDGES AND AT 12" O.C. AT FIELD TYPICAL UNLESS NOTED OTHERWISE ON PLAN. WHERE REQUIRED, USE PLY -CLIPS INSTALLED PER MANUFACTURER'S GUIDELINES AND APA GUIDELINES. FLOOR DIAPHRAGM: 3/4" PWD (PANEL INDEX = 48/24), WITH 10d NAILS OR .131" DIA P-NAILS AT 6" O.C. AT SUPPORTED PANEL EDGES AND AT 12" O.C. AT FIELD TYPICAL UNLESS NOTED OTHERWISE ON PLAN. WHERE REQUIRED, USE PLY -CLIPS INSTALLED PER MANUFACTURER'S GUIDELINES AND APA GUIDELINES. 7.6 MANUFACTURED TIMBER BEAMS (NONE) 7.7 PRESERVATIVE TREATMENT ALL EXPOSED FRAMING LUMBER, PLYWOOD AND DECK MATERIALS SHALL BE PRESSURE TREATED WITH .25#/CF PENTACHLOROPHENOL PER AWPA SPECIFICATION P-5 OR OTHER APPROVED TREATMENT. ALL CUTTING AND BORING AFTER PRESSURE TREATMENT SHALL BE CARED FOR IN ACCORDANCE WITH AWPA SPECIFICATION M-4. CONTRACTOR SHALL VERIFY COMPATIBLITY BETWEEN THE PRESSURE TREATMENT AND ANY HARDWARE OR FASTENERS IN CONTACT WITH THE PRESSURE TREATED MATERIAL(S). 8.0 THROUGH 14.0 NOT USED 15.0 MECHANICAL / POWDER DRIVEN FASTENERS (NOT REQUIRED) 16.0 SPECIAL INSPECTIONS (NOT REQUIRED) 17.0 MISCELLANEOUS VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO PROCEEDING. PROVIDE ERECTION BRACING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFNESS ARE INSTALLED. REFER TO ARCHITECTURAL PLANS FOR WALL OPENING, ARCHITECTURAL TREATMENT AND DIMENSIONS NOT SHOWN. REFER TO MECHANICAL AND ELECTRICAL PLANS FOR SIZE AND LOCATION OF ALL OPENINGS FOR DUCTS, PIPES, CONDUITS, ETC., NOT SHOWN. • • • OWN Q N 0 z., 0 .'s TABLE 2304.10.2 FASTENING SCHEDULE FLOOR DESCRIPTION OF BLDG ELEMENTS NUMBER & TYPE OF FASTENERS SPACING @ LOCATION DESCRIPTION OF BLDG ELEMENTS NUMBER & TYPE OF FASTENERS SPACING @ LOCATION ROOF (4) 8D BOX (2 1/2"x0.113"); OR (3) 8D COMMON (2 1/2"0.131"); 1. BLKG BETWEEN CEILING JOISTS, RAFTERS (4)-8D BOX (2 1/2"x0.113"); OR OR TRUSSES TO TOP PLATE OR OTHER (3)-8D COMMON (2 1/2"x0.131 ");OR 21. JOIST TO SILL, TOP PLATE, OR GIRDER OR FLOOR FACE NAIL FRAMINGBELOW (3)-10D BOX (3"0.128") OR EACH END, TOENAIL (3) 10D BOX (3"0.128"); OR (3)-3" x0.131 " NAILS; OR (3) 3"x0.131 " NAILS; OR 8D BOX (2 1/2"x0.113") 4" O.C., TOENAIL (3)-3" 14 GAGE STAPLES, 7/16" CROWN 8D COMMON (2 1/2"0.131"); OR RIM JOIST, BAND JOIST, OR BLKG TO (2)-8D COMMON (2 1/2"x0.131") (2)-3"0.131" NAILS EACH END, TOENAIL 22• TOP PLATE, SILL OR OTHER FRAMING 1OD BOX (3"x0.128" OR 6" O.C., TOENAIL BLKG BETWEEN RAFTERS OR TRUSS NOT (2)-3" 14 GAGE STAPLES BELOW 3"x0.131" NAILS; OR AT THE WALL TOP PLATE TO RAFTER OR (3) 14 GAGE STAPLES, 7/16" CROWN TRUSS (2)-16D COMMON (3 1/2"x0.162") (3)-3"0.131" NAILS END NAIL (3) 8D BOX (2 1/2"x0.113"); OR (3)-3" 14 GAGE STAPLES 23 1 "x6" SUBFLOOR OR LESS TO EACH (2) 8D COMMON (2 1/2" x0.131 "); OR FACE NAIL JOIST (3) 1OD BOX (3"x0.128"); OR 16D COMMON (3 1/2"x0.162") @ 6" O.C. FLAT BLKG TO TRUSS & WEB FILLER 3"x0.131" NAILS @ 6" O.C. FACE NAIL (2) 1 3/4" 16 GAGE STAPLES, 1" CROWN (3) 16D BOX (3 1/2" x0.135"); OR 3"x14 GAGE STAPLES @ 6" O.0 24. 2 SUBFLOOR TO JOIST OR GIRDER (2) 16D BOX COMMON (3 1/2"x0.162") BLIND &FACE NAIL (3)-10D COMMON (3" x0.148"); OR 2" PLANKS (PLAN & BEAM - FLOOR TO 25 (3)16D COMMON (3 1/2" x0.135"); OR EACH BEARING, FACE NAIL 6. RAFTER OR ROOF TRUSS TO TOP PLATE (3)-16D BOX (3 1/2" x0.135"); OR (2) TOENAILS ON ONE SIDE & (SEE SECTION 2308.7.5, TABLE 2308.7.5) (4)-10D BOX (3"x0.128"); OR (1) TOENAIL ON OPPOSITE SIDE OF ROOF) (2) 16D COMMON (3 1/2"x0.162") (4)-3"x0.131 NAILS; OR RAFTER OR TRUSS 20D COMMON (4"x0.192") 32" O.C, FACEE NAIL @ TOP & BOTTOM STAGGERED ON OPPOSITE SIDES (4)-3" 14 GAGE STAPLES, 7/16" CROWN 10D BOX (3"x0.128"); OR WALL 3"x0.131" NAILS; OR 24" O.C. FACE NAIL @TOP &BOTTOM 16D COMMON (3 1/2"x0.162") 24" O.C. FACE NAIL STAGGERED ON OPPOSITE SIDES 1OD BOX (3"x0.128"); OR BUILT-UP GIRDERS & BEAMS, 2" LUMBER 26' 3" 14 GAGE STAPLES, 7/16" CROWN AND: 8. STUD TO STUD (NO @ BRACED PANELS) LAYERS 3"x0.131" NAILS; OR 16" O.C. FACE NAIL (3)-3" 14 GAGE STAPLES, 7/16" CROWN (2) 20D COMMON (4"0.192"); OR 16D COMMON (3 1/2"x0.162") END NAIL (3) 1OD BOX (3"x0.128"); OR ENDS AND EACH SPLICE, FACE NAIL 9. STUD TO STUD & ABUTTING STUDS @ 16D BOX (3 1/2"0.135"); OR (3) 3"x0.131" NAILS; OR INTERSECTING WALL CORNERS (3) 3" 14 GAGE STAPLES,7/16" CROWN (@ BRACE WALL PANELS) 3"x0.131" NAILS; OR (3)-3" 14 GAGE STAPLES, 7/16" CROWN (3) 16D COMMON (3 1/2"x0.162"); OR 11. CONTINUOUS HEADER TO STUD (3)-10D BOX (3"0.128"); OR BOTTOM PLATE TO JOIST, RIM JOIST, (4) 16D BOX (3 1/2" x0.135"); OR (3)-3"0.131" NAILS; OR TOE -NAIL 27. BAND JOIST OR BLKG (NOT @ BRACE (4) 1OD BOX (3"x0.128"); OR EACH JOIST OR RAFTER, FACE NAIL WALL PANELS) (4) 3"x0.131" NAILS; OR (3)-3" 14 GAGE STAPLES, 7/16" CROWN 12. CEILING JOIST NOT ATTACHED TO (3)-16D COMMON (3 1/2"0.162"); OR (4) 3" 14 GAGE STAPLES, 7/16" CROWN (3) 16D COMMON (3 1/2"x0.162"); OR PARALLEL RAFTER, LAPS OVER (4)-10D BOX (3"0.128"); OR PARTITIONS (NO THRUST)(SEE SECTION (4)-3"x0.131" NAILS; OR FACE NAIL 28. JOIST TO BAND JOIST OR RIM JOIST (4) 1OD BOX (3"x0.128"); OR END NAIL 2308.7.3.1, TABLE 2308.7.3.1) (4)-3" 14 GAGE STAPLES, 7/16" CROWN (4) 3"x0.131" NAILS; OR (8)-16D COMMON (3 1/2"x0.162"); OR (4) 3" 14 GAGE STAPLES, 7/16" CROWN (2) 8D COMMON (2 1/2"0.131"); OR (12)-16D BOX (3 1/2"x0.135"); OR EACH SIDE OF END JOINT, FACE NAIL 13. TOP PLATETO TOP PLATE, @ END (12)-16D BOX 3"x0.128"); OR (MINIMUM 24" LAP SPLICE LENGTH BRIDGING OR BLOCKING TO JOIST, 29. (2) 1OD BOX (3"x0.128"); OR EACH END, TOENAIL JOINTS (12)-3"x0.131" NAILS; OR EACH SIDE OF END JOINT) RAFTER OR TRUSS (2) 3"x0.131" NAILS; OR (12)-3" 14 GAGE STAPLES, 7/16" CROWN (2) 3" 14 GAGE STAPLES, 7/16" CROWN 16D COMMON (3 1/2"x0.162") 16" O.C. FACE NAIL BOTTOM PLATE TO JOIST, RIM JOIST, 16D BOX (3 1/2" x0.135"); OR 14. BAND JOIST OR BLKG (NOT @BRACE WALL PANELS) 3"x0.131" NAILS; OR 12" O.C. FACE NAIL 3" 14 GAGE STAPLES, 7/16" CROWN (2) 16D COMMON (3 1/2"x0.162"); OR BOTTOM PLATE TO JOIST, RIM JOIST, (3) 16D box (3 1/2" x0.135"); or 15. BAND JOIST OR BLKG @ BRACE WALL 16" O.C. FACE NAIL PANELS (4) 3"x0.131 " NAILS; OR (4)-3" 14 GAGE STAPLES, 7/16" CROWN (3) 16D BOX (3 1/2" x0.135"); OR (4) 8D COMMON (2 1/20.131 "); OR (4) 1OD BOX (3"x0.128"); OR TOENAIL (4) 3"x0.131 " NAILS; OR (4) 8D BOX (2 1/2"x0.113"); OR 16. STUD TO TOP OR BOTTOM PLATE (4) 3" 14 GAGE STAPLES, 7/16" STAPLES (2) 16 COMMON (3 1/2"x0.162"); OR (3) 16D BOX (3 1/2" x0.135"); OR (3) 1OD BOX (3"x0.128") OR END NAIL (3) 3"x0.131 " NAILS; OR (3) 3" 14 GAGE STAPLES, 7/16" CROWN (2) 16D COMMON (3 1/2"x0.162"); OR TOP PLATES, LAPS @ CORNERS & (3) 10D BOX (3"0.128"); OR 17 INTERSECTIONS (3) 3"x0.131" NAILS; OR FACE NAIL (3) 3" 14 GAGE STAPLES, 7/16" CROWN • • • • • W • Ali HOLDOWN / STRAP COMPONENT TABLE A307/A36 WET -SET RETROFIT (EPDXY) ** 5,6 MARK COMPONENT**1 ANCHOR EMBEDMENT DRILL EMBEDMENT LENGTH DIAMETER LENGTH **4 DIAMETER FTG I STEM WALL S1/S2/S3/S4 MST37/48/60/72 FROM MIN. (2) 2x STUDS N/A N/A N/A N/A N/A ABOVE TO MIN. (2) 2x STUDS BELOW 2,3 D1 ST6236 FROM DRAG/HDR/BM TO MIN N/A N/A N/A N/A N/A (2) 2x PLATES **2 H1 HTT5 FROM MIN. (2) 2x STUDS ABOVE TO 5/8" 4 1/2" 3/4" 5 10" IN (2,5001b) STEM WALL BELOW. 6" WIDE H2 HDQ8-SDS3 FROM MIN. (2) 2x STUDS TO 7/8" 7 1/2" 1" 7 3/4" 15" IN (3,5001b) STEM WALL BELOW. 6" & 8" WIDE H3 HHDQ11-SDS2.5 FROM MIN. 6x6 posts TO 1" 17" 1 1/8" 91, 15" IN (5,0001b) STEM WALL BELOW. 5/8" 18" WIDE 1. STRAPS AND HOLDOWNS ARE TO BE APPLIED WITH FULL NAILING, NOT BOLTS, TO FULL HEIGHT FRAMING MEMBERS ONLY. SHEATHING IS TO BE APPLIED TO THE SAME FULL -HEIGHT FRAMING MEMBERS WITH PANEL -EDGE NAILING PER THE SHEARWALL TABLE. 2. STRAPS MUST BE ATTACHED DIRECTLY TO WOOD FRAMING, STRAPS CANNOT BE APPLIED OVER GYPSUM. 3. MST STRAPS ARE TO BE APPLIED TO A MINIMUM OF (2) 2X FRAMING MEMBERS AND OVER SHEATHING AT WOOD SHEARWALLS. STRAP NAILING REPLACES PANEL -EDGE NAILING OVER LENGTH OF STRAP. 4. FOR WET -SET OPTION, USE NUT -WASHER -NUT ASSEMBLY ON THREADED ROD AND PLACE WASHER AT LISTED EMBEDMENT DEPTH. 5. ALL DRILLED HOLDOWN ANCHOR INSTALLATIONS REQUIRE SPECIAL INSPECTION, UNO PER STRUCTURAL NOTES. 6. FOR AN OPTION TO WET -SET; USE SIMPSON SET EPDXY OR ENGINEER APPROVED SUBSTITUTION FOR DRILL -IN APPLICATIONS. INSTALL PER MANUFACTURER'S SPECIFICATIONS. 7. 4X COLUMNS MAY BE REPLACED WITH (3) OR MORE 2X6 STUDS, 6X COLUMNS MAY BE REPLACED BY (4) OR MORE 2X6 STUDS. SEE TYPICAL STRAP AND HOLDOWN DETAILS. SHEARWALL TABLE U U U U CAPACITIES FOR SEISMIC DESIGN MARK COMPONENT**1 1/2" AB 0.148" P-NAIL PL-TO-PL SIMPSON A35/LTP4 BOT PL TO RIM CATEGORIES C, D, E, & F PL TO CONC SPACING (IN) CLIP SPACING (IN) SCREWS SPACING (IN) 5/8" GWB 1/2" GWB G1 5/8" GWB, ONE SIDE, BLOCKED W/ TYPICAL NAILS @ 4" O.C. 48" O.C. 9" O.C. 32" O.C. SDWC15450 @ 20" O.C. 175 150 G2 5/8" GWB, BOTH SIDES, BLOCKED W/ TYPICAL NAILS @ 4" O.C. 24" O.C. 4" O.C. 16" O.C. SDWC15450 @ 10" O.C. 350 300 W1 1/2" PLYWOOD, BLOCKED, W/ 0.131" DIA P- NAILS @ 6" O.C. @ PANEL HEM -FIR DOUG-FIR EDGES AND 12" O.C. @FIELD 36" O.C. 7" O.C. 24" O.C. SDWC15450 @ 16" O.C. 230 280 W2 1/2" PLYWOOD, BLOCKED, W/ 0.131" DIA P- NAILS @ 4" O.C. @ PANEL 24" O.C. 4" O.C. 16" O.C. SDWC15450 @ 10" O.C. 353 430 EDGES AND 12" O.C. @ FIELD W3 1/2" PLYWOOD, BLOCKED, W/ 0.131" DIA P- NAILS @ 3" O.C. @ PANEL Q EDGES AND 12" O.C. @ FIELD. SEE SPECIFIC NOTES 1, 2 24" O.C. 3" O.C. 12" O.C. SDWC15600 @ 8" O.C. 451 550 _ W4 1/2" PLYWOOD, BLOCKED W/ 0.148" DIA P- NAILS @ 2" O.C. @ PANEL 16" O.C. ROWS STAGGERED 7 1/2" O.C. SDWC15600 @ 5" O.C. 713 870 N EDGES AND 12" O.C. @ FIELD. SEE SPECIFIC NOTES 1, 2 . @ 4" O.C. W5 1/2" PLYWOOD, BLOCKED, BOTH SIDES, W/ 0.131" DIA P- NAILS @ 3" O.C. O WS `� AT PANEL EDGES AND 12" O.C. @FIELD. SEE SPECIFIC NOTES 1, 2, 4 12" O.C. .. SDS 1/4 SCREWS 6" O.C. SDWC15600 @ 4" O.C. 902 1100 LO STAGGERED @ 6" O.C. W6 1/2" PLYWOOD, BLOCKED, BOTH SIDES, W/ 0.148" DIA P- NAILS @ 2" O.C. 2 ROWS HGA10 W/ (2) ROWS OF 0 AT PANEL EDGES AND 12" O.C. @ FIELD. SEE SPECIFIC NOTES 1,2,4 8" O.C. SDS1/4x3 SCREWS SDS1/4x1-1/2 SCREWS SDWC15600 @ 8" O.C. 1427 1740 STAGGERED @ 4" O.C. @ 9" OC STAGGERED TYPICAL NOTES 1. FOR ALL SHEARWALLS WHERE 1/2" PLYWOOD IS CALLED OUT 7/16" OSB MAY BE USED AS AN ALTERNATE. FOR SHEARWALLS 2. FOR ANCHOR BOLTS USE A 3 x 3 x 1/4 FLAT WASHER BETWEEN NUT AND PLATE TYPICAL. N 3. IF SHEATHING PLACED WITH THE LONGITUDINAL DIRECTION VERTICAL, STUDS AND PLATES WILL BE CONSIDERED TO ACT AS BLOCKING. N 4. WALL SHEATHING CALLED OUT SHALL EXTEND FOR ENTIRE WALL LENGTH AT THAT ELEVATION AND SHALL BE CONTINUOUS AROUND OPENINGS. THIS IS FOR FINISH PURPOSES ONLY: NAIL, CLIP AND w ANCHOR BOLT SPACINGS ABOVE APPLY AT ONLY THE ACTUAL LENGTH OF SHEARWALL. 5. 0.131" P-NAILS ARE TO BE 2-1/2" IN LENGTH, 0.148" P-NAILS ARE TO BE A MINIMUM OF 2 1/2" FOR SHEATHING APPLICATIONS AND A MINIMUM OF 3" FOR FRAMING OR PLATE TO PLATE NAILING. NAILS SHALL BE INSTALLED SO AS TO NOT SPLIT THE TIMBER FRAMING. CONTRACTOR SHALL COMPLY WITH NAILING RESTRICTIONS AS DETERMINED BY THE PRODUCER OF ANY COMPOSITE WOOD PRODUCTS USED FOR SHEARWALLS OR USED AS SHEAR TRANSFER MEMBERS SUCH AS BETWEEN FLOORS. 0 6. SIMPSON A35 CLIP ANGLES SHALL BE INSTALLED WITH THE APPROPRIATE FASTENERS PER THE MANUFACTURER'S SPECIFICATIONS. OPTIONAL TO USE P-NAILS WHERE SHOWN. 0 7. SPACING SHOWN ABOVE FOR ANCHOR BOLTS, NAILING AND CLIPS IS MAXIMUM AMOUNT ALLOWED. z 8. ALL NAILING NOT SPECIFICALLY CALLED OUT SHALL BE IN ACCORDANCE WITH IBC TABLE 2304.10.1 d' 9. SHEARWALL FRAMING PERFORATIONS SHALL BE LIMITED TO 3/4" DIAMETER CENTERED AT FACE OF STUD OR PLATE AND NOT CLOSER THAN 4" O.C. PRIOR TO ANY LARGER HOLES OR NOTCHING OF 1-1 N SHEARWALL FRAMING MEMBERS CONTACT BCIE FOR APPROVAL. 0 10. FOR CALLOUTS WHERE SHEATHING IS REQUIRED ON ONLY ONE FACE OF WALL, SHEATHING MAY BE PLACED ON EITHER FACE, BUT MUST BE CONTINUOUS @ 'T' INTERSECTIONS. N 11. COATED OR GALVANIZED NAILS SHALL BE HOT DIPPED, NOT ELECTRO-PLATED. 12. WHERE WOOD PANELS ARE APPLIED OVER GYPSUM, REPLACE .131" PANEL NAILING W/ .148" PANEL NAILING. NO REPLACEMENT FOR .148" NAILS 0 13. USE 6d WALLBOARD OR COOLER NAILS WITH 5/8" GWB (5d WITH 1/2" GWB). SPECIFIC NOTES AS CALLED OUT IN TABLE ABOVE: X 1. 3x STUDS ARE REQUIRED AT ALL ABUTTING PANEL EDGES. 2-2x STUDS OK z 2. 3x SILL PLATES REQUIRED WHERE ATTACHED TO CONCRETE WITH ANCHOR BOLTS. 2-2x SILL PLATES OK �' 3. SHEATHING JOINTS ARE TO BE STAGGERED ON OPPOSITE FACE OF WALL. SHEARWALL TABLE TYPICAL DETAILS SW NAILING @ FLOOR SIMPSON H1/H2.5 CLIPS EACH TRUSS IN LIEU OF © OK UNO SEE BELOW FOR CORNER/END STUDS (COND) SW NAILING @ CORNER STUDS FLOOR COND MIN 2x4 (FLAT) BLKG @ UNSUPPORTED PNL EDGES W/ SISTERING TO MATCH -' a •' PL-TO-PL NAILING FOR SW SEE BELOW FOR CORNER/END STUDS (COND) SW NAILING @ ROOF BLKG @ TRUSSES OMITTED FOR CLARITY MIN (2) STUDS RQD @ ENDS OF ALL SWs W/ PNL EDGE NAILING STAGGERED TO EA END STUD PER SW TABLE PANEL EDGE NAILING STAGGERED PER SW TABLE HDs, WHERE THEY OCCUR TO MIN (2) STUDS PER HD TABLE - HD @ OPP SIDE OK (OMIT STUD -STUD NAILING @ HD) MIN (2) STUDS @ INTERIOR PNL JTs W/ PNL EDGE NAILING STAGGERED EA SIDE OF JT PANEL EDGE NAILING PER SW TABLE IF NO SHTG JT (©NO RQD) SW NAILING @ HOIRZ PNL JTs SW NAILING @ ENDS MIN (2) STUDS RQD @ ENDS OF ALL SWs W/ PNL EDGE NAILING STAGGERED TO EA END STUD PER SW TABLE HDs, WHERE THEY OCCUR TO 5� MIN (2) STUDS PER HD TABLE - HD @ OPP SIDE OK (OMIT STUD -STUD NAILING @ HD) ����� �� �\ � �• • � ice' � PANEL EDGE NAILING PER ' SW TABLE �t SW NAILING @ CORNER STUDS MIN (2) STUDS RQD @ ENDS OF ALL SWs W/ PNL EDGE NAILING STAGGERED TO EA END STUD PER SW TABLE FIELD NAILING PER SW TABLE SEE TYP SW CORNER DTL 4/S4.0 FIELD NAILING PER SW TABLE 1-3/4" CONC EDGE DISTANCE (MIN) 12" O.C. MAX (4" O.C. MIN) • • • uo iv 'N 0 0 0 N cn N O 19 c� z Q ry 0 m 0 z Q m / 0) N O N 0 N m 0 001 Q) E z a� .lir�•ea [Pll/[P2 NTS [P1]/[P2] W/ (N) BASE EMBEDDE[ APPLY CORROSI PAINT TO POST PLACE STANDOI MIN 1" ABOVE F 12" LAP (N) #3 0 TIES [F1 ] PER PLAN V1 (4) #4 VERTS EQ OVER (E) 2x4 INT WALL/("" ^' PER PLAN & SW T (E) 1x8 DIAG'L SHII FLOOR SHTG (N) 2x8 BLKG W/ 3-(N) 0.148x3 P-NAILS EA END TO [J#] 'UNO Ir NV 1 IN -')ONATUBE THEN 3" CLR IS RQD F11 FOR CARPORT '-) 2x4 BUT PL W/ (N) SDWC15450 CREWS @ 24" OC TO (N) BLKG V) PNL EDGE NAILING ER SW TABLE (E) 2x4 INT WALLS/(E) SWs ABOVE - TYP (5) PLCs ------------------7 [F1] [F1] [F1] SWs @ FOUNDATION &MAIN FLOOR FRAMING PLAN (E) INT WALL/(N) SW OVER (E) FLOOR � SCALE: 1/4"=1'-0" NTS FOUNDATION NOTES POST & FTG SCHEDULE [P1] (N) 4x4 (PT) HF#2 POSTS FOR [B1] W/ (N) CCQ44SDS2.5 POST CAPS & (N) MPB44Z POST BASES EMBEDDED INTO [F1] 1. DENOTES SW TYPE, SEE THE SW TABLE ON SHEET S1.2. INDICATES SW LOCATION. THE CALL -OUTS ON THE SW A APPLY TO THE ENTIRE WALL LINE INDICATED PER NOTE 3. 2. � DENOTES THE SHEARWALL TYPE, SEE THE SHEARWALL TABLE ON SHEET 51.2. INDICATES SHEARWALL LOCATION. CALL -OUTS ON THE SHEARWALL TABLE APPLY TO THE ENTIRE WALL LINE THAT THE INDICATED SHEARWALL IS LOCATED. PROVIDE SOLID BLOCKING IN FLOOR BELOW PERPENDICULAR SHEARWALLS. FOR TYPICAL CORNER CONDITIONS AT SHEARWALLS SEE 4/S4.0. FOR TYPICAL 'T' INTERSECTION CONDITIONS AT SHEARWALLS SEE 4/S4.0. CONTRACTOR TO INSTALL ADD'L HARDWARE & FASTENERS AS REQUIRED PER THE SW TABLE FOR ASWs ALONG INTERIOR FACE OF EXTERIOR SWs. 3. CONTRACTOR IS RESPONSIBLE FOR DETERMINING/VERIFYING TOP OF WALL HEIGHTS AND SLAB ON GRADE ELEVATIONS. WHERE DIMENSIONS ARE SHOWN ON THE STRUCTURAL PLANS, THE CONTRACTOR SHALL VERIFY COMPATIBILITY w/THE AS -BUILT CONDITIONS & NOTIFY THE ENGINEER IF SUCH DISCREPANCIES EXISTS, FOR CLARIFICATION. 4. USE NON -IMPACT ROTARY DRILLS FOR INSTALLING ABs IN CONCRETE. 5. T.O.W. = TOP OF STEMWALL -- T.O.F. = TOP OF FOOTING -- T.O.S. = TOP OF SLAB 6. SEE GENERAL STRUCTURAL NOTES ON S1.0, S1.1 & S1.2 FOR ADDITIONAL INFORMATION. [P2] (N) 4x4 (PT) HF#2 POSTS FOR [B1]/[B2] W/ (N) ECCLLQ44SDS2.5 & (N) ECCQLR44SDS2.5 POST CAPS & (N) MPB44Z POST BASES EMBEDDED INTO[F1] [F1] (N) 24"DIAx4'-0" MIN EMBED CONC. SONATUBE FTG W/ (4) #4 VERTS & #3 TIES @ 12" OC W/ EMBEDDED (N) MPB44Z POST BASES FOR [P1] & [P2] [F2] (E) PERIMETER CONC. FOUNDATION - NO WORK NOTES: SEE ROOF FRAMING NOTES FOR ADD'L INFORMATION ALL HARDWARE & SCREWS ARE SIMPSON UNO MAIN FLOOR OVER CRAWL SPACE SCHEDULE [J1] (E) 2x8 JOISTS @ 16" OC - NO DAMAGE [133] (E) 6x8 BEAM @ CTR W/ [P3] - NO DAMAGE [P3] (E) 6x POSTS OVER [F3] - NO DAMAGE [F3] (E) CONC. FTGs - NO WORK NOTES: SEE FRAMING NOTES FOR ADD'L INFORMATION ALL HARDWARE & SCREWS ARE SIMPSON UNO • • • uo iv 'N 0 0 0 r6 cn N O 19 cn c� z Q ry 0 m 0 z Q m / 0) N O N 0 N m 0 001 PE TRUSS SCHEDULE [PHT1] (N) PE HIP TRUSSES @ 24" OC W/ (N) H1s @ (E) EXT. WALLS & (N) LS24 HGRs @ [PHGT1] W/ TOP CHORDS CONT. TO HIP RIDGE [PHT2] SIM [PHT1] @ [PHGT2] [PHJT#] (N) PE HIP JACK TRUSSES @ 24" OC W/ (N) H1s @ (E) EXT. WALLS -OR- [B#] @ CARPORT & (N) LS24 HGRs @ OPP. ENDS AS RQD [PHGT1] (N) MULTI -PLY HIP GIRDER TRUSS SUPPORTING [PHT1] & [PHJT1] W/ 2-(N) H2.5s @ ENDS TO (E) EXT. WALLS [PHGT2] SIM [PHGT1] FOR [PHT2] [PHGT3] SIM [PHGT1] FOR [PHT3] [PRT1] (N) PE ROOF TRUSSES @ 24" OC W/ (N) H1s @ (E) EXT. WALLS - SOME WILL BE MODIFIED HIPS [PRT2] (N) PE ROOF TRUSSES @ 24" OC W/ (N) H1s @ (E) EXT. WALLS & TALLER HEELS FOR CANTILEVER AS NOTED PER PLANS [PRT3] SIM [PRT1] [PRT4] (N) PE ROOF TRUSSES @ 24" OC FOR CARPORT W/ (N) H1s @ [B1] [PRDT#] (N) PE ROOF DRAG TRUSSES SIMILAR TO TRUSS #s SHOWN ALIGNED W/ (E) INT. WALLS/(N) SWs PER PLAN (AXIAL = 1,000LBS) - MIN (3) A35s EQ SPCD FOR BOT CHORD TO (E) TOP PLs BUT NOT LESS THAN SPCG PER SW TABLE NOTES: SEE ROOF FRAMING NOTES FOR ADD'L INFORMATION ALL HARDWARE & SCREWS ARE SIMPSON UNO BEAM & HEADER SCHEDULE [B1] (N) 4x10 (PT) HF SEL STRUCT W/ (N) HUC41OZ HGRs @ (E) EXT. WALLS W/ LONGER NAILS THRU (E) SHTG TO (E) STUDS - SUPPORT OVER [P1] & [P2] PER PLAN [132] (N) 4x10 (PT) HF SEL STRUCT W/ [P2] EA END [H1] (E) 4x8 HDR - NO DAMAGE [H2] (E) 4x8 HDR - NO DAMAGE NOTES: SEE SHEET S1.0 & FRAMING PLANS FOR ADD'L INFO POST & FTG SCHEDULE [P1] (N) 4x4 (PT) HF#2 POSTS FOR [131] W/ (N) CCQ44SDS2.5 POST CAPS & (N) MPB44Z POST BASES EMBEDDED INTO [F1] [P2] (N) 4x4 (PT) HF#2 POSTS FOR [B1]/[B2] W/ (N) ECCLLQ44SDS2.5 & (N) ECCQLR44SDS2.5 POST CAPS & (N) MPB44Z POST BASES EMBEDDED INTO [F1] [F1] (N) 24"DIAx4'-0" MIN EMBED CONC. SONATUBE FTG W/ (4) #4 VERTS & #3 TIES @ 12" OC W/ EMBEDDED (N) MPB44Z POST BASES FOR [P1] & [P2] [F2] (E) PERIMETER CONC. FOUNDATION - NO WORK NOTES: SEE ROOF FRAMING NOTES FOR ADD'L INFORMATION ALL HARDWARE & SCREWS ARE SIMPSON UNO ROOF RESTORATION FRAMING NOTES 1. (N) ROOF TRUSSES SHALL BE PER THE PE TRUSS SCHEDULE. THE P.E. TRUSS MANUFACTURER SHALL BE RESPONSIBLE FOR ALL HANGERS (SEE PLANS FOR ANY SPECIFIC CALL -OUTS), WEB STIFFENERS, SOLID BLOCKING, AND ADDITIONAL TRUSSES TO ACCOMMODATE FIELD -FRAMED CONDITIONS, CANTILEVERED CONDITIONS, CONCENTRATED BEARING LOADS AND NAILING FROM SHEARWALLS ABOVE AND BELOW. THE TRUSS MANUFACTURER SHALL ALSO BE RESPONSIBLE FOR DESIGNING ALL DRAG TRUSSES AND GIRDER DRAG TRUSSES FOR THE LOADS NOTED ON THE PLANS. UNLESS NOTED OTHERWISE ALL DRAG TRUSSES AND GIRDER DRAG TRUSSES SHALL BE DESIGNED TO RESIST NO LESS THAN 230 PLF. SEE THE PLANS FOR TYPICAL DRAG TRUSS AND GIRDER DRAG TRUSS STRAP CONNECTIONS TO ALIGNED SHEARWALLS. 2. TIE -DOWN EVERY (N) ROOF TRUSS AND ALL END TRUSSES AT ALL BEARING SUPPORTS WITH (1) SIMPSON H1 HURRICANE ANCHOR. A35s PER SW TABLE NOT REQUIRED WHEN H1 CLIPS @ EACH TRUSS ARE USED. EDGE NAILING @ BLOCKING OVER EXTERIOR WALLS PER 10/S4.0 PREFERRED BUT NOT REQUIRED IF H1 CLIPS @ EACH TRUSS. 3. THE (N) TRUSS MANUFACTURER TO VERIFY DEFLECTION TOLERANCE BETWEEN TRUSSES AND WINDOWS WHERE WINDOW FRAMES DIRECTLY INTO TRUSS BOTTOM CHORD - VERIFY PER WINDOW SUPPLIER AND ARCHITECT. 4. (N) ROOF TRUSS LOCATIONS ARE SCHEMATICALLY SHOWN ON THE PLANS. IT IS NOT THE INTENT OF THE STRUCTURAL PLANS TO GRAPHICALLY LOCATE ALL FRAMING MEMBERS. THE CONTRACTOR SHALL VERIFY THE COMPATIBILITY OF JOIST LAYOUT AND FRAMING W/ MECHANICAL, ELECTRICAL & PLUMBING RESTORATION. THE CONTRACTOR IS RESPONSIBLE FOR SPACING FRAMING MEMBERS AS NOTED ON THE PLANS AND GENERATING MEMBER LAYOUT FOR SHOP DRAWINGS AND QUANTITY TAKEOFFS. 5. THE (N) P.E. ROOF TRUSS MANUFACTURER SHALL VERIFY BEARING COMPATIBILITY (CRUSHING) WITH THE PLATE MATERIAL. 6. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND TO COORDINATE THE DIMENSIONS BETWEEN ALL PLANS PRIOR TO PROCEEDING WITH ANY FABRICATION OR WORK. FOR NEW CONSTRUCTION THE DIMENSIONS ARE PROVIDED BY THE ARCHITECT OR BASED ON DESIGN WHEN BCIE PROVIDES ARCHITECTURAL SERVICES. FOR EXISTING CONSTRUCTION AND DAMAGE RESTORATION BCIE'S DIMENSIONS WERE TAKEN IN THE FIELD UNDER VARYING CIRCUMSTANCES AND THOSE DIMENSIONS NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY FABRICATION OR (N) 1/2" NOM PWD/OSB ROOF SHTG W/ 0.131x2-1/2 P-NAILS @ 6" O.C. PN EDGES & 12" O.C. FIELD (NO BLKG RQ SEE DTL 2/S4.0 Lr I IJ I L1 Lv I IJ I JJ `, ' ,IJI\I V LI\J WORK. 7. PLACE LONG DIRECTION OF ALL (N) PWD/OSB SHEETS PERPENDICULAR TO TRUSS/RAFTER OR JOIST DIRECTION, SEE DETAIL 2/S4.0. TYPICAL NAILING AT FLOOR AND ROOF DIAPHRAGMS IS PROVIDED IN THE GENERAL STRUCTURAL NOTES ON SHEET 4 S 1.0. 8. (N) & (E) DOUBLE TOP PLATES ARE TO BE CONTINUOUS ALONG ALL EXTERIOR WALLS AND AT ALL WALL LINES CONTAINING SHEARWALLS. TYPICAL WALL TOP PLATE SPLICES SHALL BE PER DETAIL 1/S4.0. 9. REPLACE (E) HEADERS AND BEAMS AS SHOWN PER THE PLAN. ALL (N)/(E) HEADERS SHALL HAVE A MINIMUM OF (1) JAMB AND (1) KING STUD BELOW FOR SUPPORT. ALL PE GIRDER TRUSSES SHALL HAVE SOLID STUDS @ BEARING LOCATIONS. ALL BEAMS 6x AND LARGER OR OPENINGS 8'-0" OR WIDER SHALL HAVE A MINIMUM OF (2) JAMB STUDS FOR SUPPORT. MINIMUM HEADER SIZES FOR (N) HEADERS SHALL BE 48 HF#2 UNO. 10. MATERIAL SUPPLIERS SHALL VERIFY PRESSURE -TREATED MEMBERS W/ CONTRACTOR. ALL HARDWARE AND FASTENERS IN CONTACT WITH PRESSURE TREATED MATERIALS SHALL BE POST HOT -DIPPED GALVANIZED TO A G-185 RATING. THE CONTRACTOR SHALL VERIFY THE COMPATIBILITY OF PRESSURE TREATED MATERIALS USED ON SITE WITH ALL (N) & (E) HARDWARE AND FASTENERS. 11. THE CONTRACTOR SHALL DETERMINE/VERIFY THE TOP OF WALL HEIGHTS AND SLAB ON GRADE ELEVATIONS. 12. THE CONTRACTOR SHALL VERIFY COMPATIBILITY OF THE RESTORATION REPAIRS w/THE AS -BUILT CONDITIONS. 13. WHERE DISCREPANCIES EXIST NOTIFY THE ENGINEER PRIOR TO PROCEEDING. 14. (N) WINDOW SUPPLIER TO VERIFY THAT WINDOW AND WINDOW FRAMES TRANSFER WIND LOADS EVENLY TO (N)/(E) STRUCTURAL FRAMING ON ALL 4 SIDES OF WINDOW. WINDOW SUPPLIER TO VERIFY MINIMUM .005*H STORY DRIFT TOLERANCE IN PLANE OF ALL WINDOWS AND ALLOW FOR L/240 DEFLECTION (PERPENDICULAR) AT WINDOW MULLIONS. 15. SEE GENERAL STRUCTURAL NOTES ON S1.0 & S1.1 FOR ADDITIONAL INFORMATION. ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" • • • PE TRUSS SCHEDULE [PHT1] (N) PE HIP TRUSSES @ 24" OC W/ (N) H1s @ (E) EXT. WALLS & (N) LS24 HGRs @ [PHGT1] W/ TOP CHORDS CONT. TO HIP RIDGE [PHT2] SIM [PHT1] @ [PHGT2] [PHJT#] (N) PE HIP JACK TRUSSES @ 24" OC W/ (N) H1s @ (E) EXT. WALLS -OR- [B#] @ CARPORT & (N) LS24 HGRs @ OPP. ENDS AS RQD � [PHGT1] (N) MULTI -PLY HIP GIRDER TRUSS SUPPORTING [PHT1] & [PHJT1] W/ 2-(N) "' H2.5s @ ENDS TO (E) EXT. WALLS [PHGT2] SIM [PHGT1] FOR [PHT2] N ON [PHGT3] SIM [PHGT1] FOR [PHT3] 71 [PRT1] (N) PE ROOF TRUSSES @ 24" OC W/ (N) H1s @ (E) EXT. WALLS - SOME WILL Lo BE MODIFIED HIPS �I [PRT2] (N) PE ROOF TRUSSES @ 24" OC W/ (N) H1s @ (E) EXT. WALLS & TALLER o HEELS FOR CANTILEVER AS NOTED PER PLANS m [PRT3] SIM [PRT1] CD o [PRT4] (N) PE ROOF TRUSSES @ 24" OC FOR CARPORT W/ (N) H1s @ [B1] r [PRDT#] (N) PE ROOF DRAG TRUSSES SIMILAR TO TRUSS #s SHOWN ALIGNED W/ (E) 0) INT. WALLS/(N) SWs PER PLAN (AXIAL = 1,000LBS) - MIN (3) A35s EQ SPCD 0 FOR BOT CHORD TO (E) TOP PLs BUT NOT LESS THAN SPCG PER SW TABLE 14-1 NOTES: SEE ROOF FRAMING NOTES FOR ADD'L INFORMATION zl ALL HARDWARE & SCREWS ARE SIMPSON UNO cn CD Q SW NOTES ry L 0 1. DENOTES THE SHEARWALL TYPE, SEE THE SHEARWALL TABLE ON SHEET S1.1. INDICATES SHEARWALL LOCATION. THE v, CALL -OUTS ON THE SHEARWALL TABLE APPLY TO THE ENTIRE WALL LINE THAT THE INDICATED SHEARWALL IS LOCATED. Q PROVIDE SOLID BLOCKING IN FLOOR BELOW PERPENDICULAR SHEARWALLS. FOR TYPICAL HOLDOWN DETAILS AT THE ENDS _J m OF SHEARWALLS SEE -/S2.1. FOR TYPICAL CORNER CONDITIONS AT SHEARWALLS SEE 4/S4.0. FOR TYPICAL 'T' INTERSECTION N CONDITIONS AT SHEhRWALLS SEE 4/S4.0. CONTRACTOR TO INSTALL ADD'L HARDWARE & FASTENERS AS REQUIRED PER THE SW TABLE FOR (N) G1 SWs ALONG INTERIOR FACE OF (E) EXTERIOR SWs. SEE PLANS FOR TRUSS BLOCKING FOR SHEAR WALLS (TBS) & REQUIRED STRAPS AND/OR DRAG STRAPS. N O 1-1 N 2. WHERE SHEARWALLS ARE SHEATHED ON BOTH SIDES STAGGER PANEL JOINTS FOR BOTH FACES OF THE SHEARWALL. cn m O 3. (N) & (E) DOUBLE TOP PLATES ARE TO BE CONTINUOUS ALONG ALL EXTERIOR WALLS AND AT ALL WALL LINES CONTAINING X SHEARWALLS. TYPICAL WALL TOP PLATE SPLICES SHALL BE PER DETAIL 1/S4.0. E a 4. LOCATE STRAPS & HOLDOWNS @ ENDS OF SWs PER S1.1 & ALIGN STRAPS & STUDS FLR-FLR -AND- ALIGN HDs W/ STRAPS z FLR-FLR. 4 TYP @SW 54.0 CORNERS ---------------------------------------------------------------- ,r------------------------- _1 r---_1F----Ir------------------------- �I / IL J I IL J I� III II II (E) 2x4 EXT WALL/(E) SWs - 1 1 I I I I NO DAMAGE UNO I I I I I I II II II II II II I L___J L---- J I I r------, r--J I I LJ I II I II II LJ 11 11 II II II r� II II L J I ,r------------------------- ZJ 11 11 I II TYP @ SW r4 I II II 'T' INT. 54.0 I II II [PRDT1] �� II II II I I G1 — I I LJ II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II Y II II LJ (E) 2x4 INT WALLS/(E) SWs TYP (5) PLCs �r---------------11 ,I II ,I II ,I II II II Y II II LJ II II II II II II II II II II II II II II II II LCs [PRDT3 I II II II II II I I I II I I I II �I (N) PE TRUSS BLKG PER DTL 7/54.0 II I 10 I 54.0 �I II I I II I I II I I I I I G1 I I I I I I II I I I I II =JI I I II LL A T m I I I I I T I I I I I I J' SSIM 54.0 MAIN FLOOR SW PLAN SCALE: 1/4" = 1'-0" I I I I I I I I I I I I I I I i • • • W 12 (N) PE TRUSS BLKG PER DTL 7/S4.0 W/ @ BOT PER SW TAB Q [PRT#] W/ (N) H1 CL @ (E) EXT WALL [PRT#] W/ A34s [PRDT#] PER PLAN &! W/ (N) A35s @ BOT Cl (N) SW PER SW TABLE 2-(E) 2x4 TOP PLs W/ (E) PL-TO-PL NAILING ADD'L AILS AS RQD FOR G1 SW - (E) @ SIM TRUSS MFR TO PROVIDE BLOCKING PANELS W/ (N) 1/2" NOM PWD/OSB ROOF 230 PLF CAPACITY SHTG W/ 0.131x2-1/2 P-NAILS SPCD 6" O.C. @ BLKG PE TRUSS BLKG PANELS TO EXTEND TO (N) 1/2" NOM PWD/OSB SHTG W/ END OF S.W. PNL EDGE NAILING PER SW TABLE BELOW OR TO TRUSS BLKG BEYOND AS SHOWN. (E) 1/2" PWD SHTG - NO DAMAGE F NI ` (E) 2x4 EXT WALL/(E) SW PER PLAN I AL o END OF SHEARWAL z. SHEARWALL SHEATHI [PRT#] OVER (E) EXT WALL/(N) SW �7 (CANT COND) 0 0 (N) 1/2" NOM PWD/OSB ROOF - `� SHTG W/ 0.131x2-1/2 P-NAILS o SPCD 6" O.C. @ BLKG N _w (N) SIMPSON A34s EA (N) 2x4 TO z (N) LEDGER 0 z ry 0 ry 0 z Q n N (N) 2x4 HF#2 @ 16" O.C. ALIGNED W/ TRUSSES & USE (2) 0.148x3 P-NAILS N TO JOIN TO (N) TRUSS TAILS N (N) 2x4 HF#2 LEDGER W/ 0.148x3 P-NAILS m @ 12" O.C. T&B STAGGERED W/ (1) EA (E) STUD 0 X z 10 [PRT#] W/ (N) H1 CLIPS @ (E) EXT WALL (E) 2x4 EXT WALL/(E) SW PER PLAN [PRT#] OVER (E) EXT WALL/(N) SW (N) 1/2" NOM PWD/OSB ROOF SHTG W/ 0.131x2-1/2 P-NAILS SPCD 6" O.C. @ BLKG [P1] [PRT#] OVER [P1]/[P2] & [131] (N) 1/2" NOM PWD/OSB ROOF SHTG W/ 0.131x2-1/2 P-NAILS @ 6" O.C. (N) SHTG TO [PRDT#] TOP CHORD (N) PNL EDGE NAILING PER SW TABLE (E) @ SIM (E) 2x4 I NT WALL/ A SW PER PLAN & SW TABLE ON S1.2 (E) EXT. WALL/(E) SW @ SIM [PRDT#] OVER (E) INT WALL/(N) SW � S / 1 0.148"x3-1/4 NAILS TRUSS TOP & BOT CHORD TO BLOCKING PANE 0.131 "x2-1/2 @ 6" O.C. TYP :: #: { 2x TOP— .......... PLATES PE TRUSS BLKG DETAIL NOT USED NOT USED USE 0.148x3 P-NAILS @ EA SIDE TO MATCH PANEL EDGE NAILS PER SW TABLE ON S1.2 2-STUDS @ ENDS OF SWs SHEATHING ON OPP FACE WHERE OCCURS PER PLAN(S) `'`V PANEL EDGE NAILS R TABLE ON S1.2 ..148"x3" P-NAILS TO MATCH SW PANEL EDGE NAILS PER TABLE ON S1.2 NOTE: NOTE: DO NOT ATTACH PERP. WALL SW EDGE NAILING FOR BOTH STUDS & SIMPSON A3 TO SW UNTIL SW HAS BEEN 0.148"x3" P-NAILS BTWN PERP CLIPS @ 24" OC (MIN) SHEATHED STUDS TO MATCH TIGHTEST SW EDGE NAILING SPEC'D IN THE S1.2 TABLE SW CORNER & 'T' DETAILS (TYP) n4 3 NOT USED PANEL EDGE BOUNDARY NAILING INTERMEDIATE FRAMING (FIELD) MEMBER NAILING BLKG N iJ �Ln °C z Na �_a V)or� Ow n i�Tr. 1. PROVIDE APA APPROVED GLUE FOR FLOORS. NAIL ALL PWD/OSB TO FRAMING MEMBER PER THE GENERAL NOTES & AND FRAMING NOTES. 2. STAGGER SHEATHING AS SHOWN - STAGGER NAILS @ PANEL EDGE OFFSETS. 3. INSTALL BLOCKING ONLY IF NOTED ON PLANS. 4. WHERE DETACHED & RESET REINSTALL PWD/OSB USING 8d NAILS PLACED BETWEEN THE (E) NAIL HOLE USED FOR ORIGINAL CONSTRUCTION. Pi 1-1/2 MI PWD/OSB SHEATHING LAYOUT (TYP) 4'-0" MIN FACE NAIL DBL TOP PLs W/ 0.148" @ 16" O.C. STAGGERED (10) 0.148-x3-1/2" P-NAILS @ EA SPLICE, UNO NOTE: WHERE PLATE DISCONTINUITIES OCCUR @ BEAMS OR MECH/ELEC PENETRATIONS USE (1) SIMPSON ST6236 UNO. STRAP MAY BE PLACED EITHER ALONG THE SIDES OR TOP FACE OF PLs SIMPSON ST6236 STRAP @ BREAKS IN TOP PL - TYP ALL E) WALLS & INT SWs AS NOTED PER THE PLANS CONTRACTOR' OPTION TO PLACE STRAP ON TOP OF PLATES & HEADER -1/2 MIN PLATE SPLICE (TYP) ALTERNATE TOP PLATE SPLICE DETAIL @ HEADER 1 TOP PLATE SPLICE DETAILS (TYP) HEADER • • W L4 OWN