8811 9TH PL W 2021 Plans 2022-12-01

ENERAL STRUCTURAL NOTES FOUNDATIONS GE REINFORCING STEEL GLUED -LAMINATED TIMBER ABBREVIATION LIST BUILDING CODE 1. THE FOUNDATION DESIGN IS BASED ON THE RECOMMENDATION IN 1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 1. ADHESIVE SHALL BE FOR WET USE. A. B. ANCHOR BOLT 2018 INTERNATIONAL BUILDING CODE THE INTERNATIONAL BUILDING CODE TABLE 1806.2. FOUNDATION 60 (fy = 60 KSI) FOR BAR SIZES NO. 4 & LARGER, GRADE 40 (fy = 40 ACI AMERICAN CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 18 OF KSI) FOR NO. 3 BARS. 2. LAMINATIONS SHALL BE OF DOUGLAS FIR/WESTER LARCH, INSTITUTE DESIGN METHOD THIS CODE. COMBINATION 24F-V4 FOR SIMPLE SPAN BEAMS AND 24F-V8 FOR AITC AMERICAN INSTITUTE OF ALLOWABLE STRESS DESIGN (ASD) 2. ALL REINFORCING STEEL SHALL BE LAPPED AS NOTED ON THE CONTINUOUS MULTIPLE SPAN AND CANTILEVERED BEAMS, TIMBER CONSTRUCTION 2. THE FOUNDATION DESIGN IS BASED ON THE FOLLOWING VALUES: PLANS. WHERE LAP OR SPLICE LOCATIONS ARE NOT SPECIFICALLY FABRICATED IN ACCORDANCE WITH AITC A190.1 AND ASTM D 3737. ANCH ANCHORAGE FLOOR LOADS ALLOW. SOIL BEARING 1500 PSF INDICATED ON THE CONSTRUCTION DOCUMENTS, LAPS AND/OR ARCH ARCHITECTURAL Lockhart DEAD LOAD - 15 psf SOIL FRICTION .30 SPLICES SHALL BE 42 BAR DIA AND BE WELL STAGGERED. NO MORE 3. FABRICATION SHALL BE BY A LICENSED FABRICATOR. ASD ALLOWABLE STRESS DESIGN LIVE LOAD: "40 psf EQUIV. FLUID PRESSURES THAN 50% OF HORIZONTAL OR VERTICAL BARS SHALL BE SPLICED ASTM AMERICAN SOCIETY FOR Residence ACTIVE PRESSURE 35 PCF AT ONE LOCATION. 4. GLULAM BEAMS EXPOSED 1-0 WEATHER SHALL BE PROPERLY TESTING AND MATERIALS ROOFLOADS AT REST PRESSURE 50 PCF SEALED OR FLASHED TO PREVENT DECAY. BM BEAM 8811 9th Place West '5_E_AD7LOAD- 16 psf PASSIVE PRESSURE 250 PCF 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A82 AND All 85 BP BASE PLATE Everett, WA 98204 LIVE LOAD (SNOW): 25 psf AND SHALL BE 6x6 W1.4xW1.4 UNLESS OTHERWISE NOTED. LAP BRG BEARING 3. ALL FOOTINGS SHALL BE FOUNDED AT LEAST 18" BELOW THE REINFORCEMENT 6" MINIMUM. POST -INSTALLED ANCHORS CIP CAST -IN -PLACE Owner: WIND DESIGN DATA UNDISTURBED GROUND SURFACE OR TO FROST DEPTH. ALL CL CENTER LINE FOOTINGS SHALL BE FOUNDED ON COMPACTED FILL OR 1. POST -INSTALLED ANCHOR SYSTEMS SHALL COMPLY WITH THE Lockhart Family 1. BASIC WIND SPEED: 110 MPH UNDISTURBED NATURAL GRADE UNLESS OTHERWISE NOTED. 4. ANCHOR BOLTS, DOWELS AND OTHER EMBEDDED ITEMS SHALL BE LATEST REVISION OF ICC-ES ACCEPTANCE CRITERIA AND HAVE A CMU CONCRETE MASONRY UNIT 2. RISK CATEGORY: III SECURELY TIED IN PLACE BEFORE CONCRETE IS POURED. SLAB ON CONC CONCRETE 3� WIND EXPOSURE: B GRADE REINFORCEMENT SHALL BE PLACED AT MID -DEPTH OF SLAB VALID ICC-ES REPORT (OR APPROVED EQUIVALENT) IN CONT CONTINUOUS 4. Kzt = I �O 4. COMPACTION- MATERIAL FOR FILLING AND BACKFILLING SHALL AND SHALL BE HELD SECURELY IN PLACE WITH MECHANICAL ACCORDANCE WITH THE APPLICABLE BUILDING CODE. DF DOUGLAS FIR 5. ANALYSIS PROCEDURE: ENVELOPE SIMPLIFIED CONSIST OF THE EXCAVATED MATERIAL AND/OR IMPORTED DEVICES DURING PLACING OF THE CONCRETE. DIA DIAMETER BORROW AND SHALL BE FREE OF ORGANIC MATTER, TRASH, 2. UNLESS OTHERWISE NOTES ON THE DRAWINGS USE ANCHORS DIAG DIAGONAL SESIMIC DESIGN DATA LUMBER, OR OTHER DEBRIS. ALL WALLS SHALL BE ADEQUATELY LISTED BELOW: DL DEAD LOAD 1. SEISMIC IMPORTANCE FACTOR: 1.0 BRACED PRIOR TO BACKFILLING. FILL AND BACKFILL SHALL BE EXPANSION ANCHORS IN CONCRETE SHALL BE ONE OF THE DP DEEP 2. RISK CATEGORY: 11 DEPOSITED IN LAYERS NOT TO EXCEED 8 INCHES THICK, PROPERLY FRAMING LUMBER FOLLOWING: EA EACH Arch1te1cVDeztign`8r." 3. SPECTRAL RESPONSE ACCEL (Ss): 1.376 MOISTENED TO APPROXIMATE OPTIMUM REQUIREMENTS AND A. HILTI HSL-3 CARBON STEEL HEAVY DUTY EXPANSION ANCHOR EF EACH FACE 4. SITE CLASS: C (ASSUMED) THOROUGHLY ROLLED OR COMPACTED WITH APPROVED (ICC-ES ESR-1545) EL ELEVATION J3 Architects, LLC 5. SPECTRAL RESPONSE COEFF (SDS): IA01 EQUIPMENT IN SUCH A MANNER AND EXTENT AS TO PRODUCE A 1. FRAMING LUMBER SHALL BE DOUG-FIR NO. 2 FOR STUDS AND B. HILTI HDA CARBON AND STAINLESS STEEL ANCHORS (ICC-ES EQ EQUAL PO Box 82581, 6. SEISMIC DESIGN CATEGORYt- D RELATIVE COMPACTION OF 90% OF MAXIMUM POSSIBLE DENSITY AS JOISTS, DOUG-FIR NO. 1. FOR BEAMS AND POSTS. GRADES ARE ESR-1 546) EQUIP EQUIPMENT Kenmore, WA 98028 7. LFRS: WOOD SHEATHED SHEARWALLS DETERMINED BYASTM D1557. HAND TAMPERS SHALL WEIGH AT TYPICAL UNLESS OTHERWISE NOTED ON PLANS. LUMBER TO BE C. HILTI KWIK BOLT TZ CARBON AND STAINLESS STEEL ANCHORS (E) EXISTING 8. SEISMIC RESPONSE COEFFICIENT (Cs)- 0.154 LEAST 50 POUNDS EACH AND SHALL HAVE A FACE AREA NOT IN GRADE MARKED PER WCLIB SPECIFICATIONS. (ICC-ES ESR-1917) FLR FLOOR w:wvjvvj3architects1IC.com 9. RESPONSE MODIFICATION FACTOR (R).: 6.5 EXCESS OF 64 SQUARE INCHES. HAND TAMPERS MAY BE OPERATED D. POWERS POWER-STUD+SD2 ANCHOR (ICC-ES ESR-2502) FS FAR SIDE p:206-412-9296 10. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE EITHER MANUALLY OR MECHANICALLY AND SHALL BE USED WHERE 2. GLU-LAMINATED MEMBERS SHALL BE 24F-V4 (DF-L) FOR SINGLE E. SIMPSON STRONG -TIE STRONG -BOLT 2 ANCHOR (ICC-ES FT FOOT LARGER POWER DRIVEN COMPACTION EQUIPMENT CANNOT BE SPAN AND 24F-V8 FOR CONTINUOUS SPAN & CANTILEVERED. ESR-3037) FTG FOOTING USED. ADHESIVE ANCHORS IN CONCRETE SHALL BE ONE OF THE GA GAUGE 3. STRUCTURAL SHEATHING SHALL BE APA RATED PLYWOOD OR FOLLOWING: GALV GALVANIZED OSB, EXPOSURE 1 SHEATHING CONFORMING TO EITHER A. HILTI HIT -RE 500-SD ADHESIVE ANCHOR (ICC-ES ESR-2322) GLB GLU-LAMINTED BEAM GENERAL COMMERCIAL STANDARDS P51-83, APA PRP-1 08, OR VOLUNTARY B. HILTI HIT-HY 200 ADHESIVE ANCHOR (ICC-ES ESR-3187) GYP GYPSUM Structural 1. ANY DISCREPANCY FOUND AMONG THE DRAWINGS, THESE NOTES, CONCRETE— PRODUCT STANDARD PSE-92. PROVIDE A MINIMUM OF Y8" EDGE C. POWERS PURE 110+ EPDXY ADHESIVE ANCHOR (ICC-ES HF HEMLOCK FIR- Nabil Keausal-Hayes, PE AND THE SITE CONDITIONS SHALL BE REPORTED TO THE DESIGNER, DISTANCE ON ALL NAILS AND;/8" EXPANSION JOINT BETWEEN ALL ESR-3298) HORIZ HORIZONTAL - ------- PANEL EDGES. MINIMUM SHEATHING REQUIREMENTS ARE AS D. SIMPSON STRONG -TIE SET-XP EPDXY ADHESIVE ANCHOR WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK 1. ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR FOLLOWS, UNLESS NOTED OTHERWISE ON THE PLANS- (ICC-ES ESR-2508) INCL INCLUDE (Lateral Only) DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH WEIGHT HARD ROCK TYPE (1150 PCF) AGGREGATES SHALL CONFORM E. SIMPSON STRONG -TIE AT-XP EPDXY ADHESIVE ANCHOR (IAPMO K KILOPOUND DISCREPANCY SHALL BE DONE AT THE CONTRACTORS RISK. TO ASTM C33 WITH PROVEN SHRINKAGE CHARACTERISTICS OF LESS L ANGLE a, 4. NAILING SHALL CONFORM TO TABLE 2304.9.1 OF THE UES ER-263) S THAN 0.05%. LL LIVE LOAD INTERNATIONAL BUILDING CODE UNLESS NOTED OTHERWISE. USE SCREW ANCHORS IN CONCRETE SHALL BE ONE OF THE "o 2� ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LLV LONG LEG VERTICAL COMMON NAILS THROUGHOUT UNLESS NOTED OTHERWISE. FOLLOWING: CONTRACT DRAWINGS. 2. ALL CONCRETE DESIGN IS BASED ON A 28 DAY COMPRESSIVE LSL LAMINATED STRAND LUMBER re, STRENGTH (fc) OF 2500 PSI. WHERE 3000 PSI CONCRETE IS A. POWERS WEDGE -BOLT+ SCREW ANCHOR (ICC-ES ESR 2526) LVL LAMINATED VENEER LUMBER 5. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS B. HILTI KWIK HUS-EZ SCREW ANCHOR (ICC-ES ESR-3027) 3. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR 31-AALL BE REQUIRED BY THE BUILDING DEPARTMENT FOR WEATHERING MAX MAXIMUM RESPONSIBLE FOR THE SAFETY OF THE BUILDING. THE PURPOSES ONLY, NO SPECIAL INSPECTION IS REQUIRED. SPECIFICALLY DETAILED OR APPROVED IN WRITING BY THE C. SIMPSON STRONG -TIE TITEN HD SCREW ANCHOR (ICC-ES MECH MECHANICAL STRUCTURAL ENGINEER. ESR-2713) CONTRACTOR SHALL PROVIDE ERECTION BRACING, FORMWORK, MEZZ MEZZANINE 46136 Q" AND TEMPORARY CONSTRUCTION SHORING IN ACCORDANCE WITH 3. CEMENT SHALL CONFORM TO ASTM C1 50, TYPE 1, CSA NORMAL. MFR MANUFACTURER S T 6. PROVIDE PROPERLY SIZED WASHERS UNDER HEADS AND NUTS ALL NATIONAL, STATE, AND. LOCALISAFETY ORDINANCES. ANY OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. MISC MISCELLANEOUS /0 NAL . . . . . . . . . . . DEVIATION MUST BE APPROVED IN WRITING PRIOR TO ERECTION. 4. MAXIMUM SLUMP SHALL NOT EXCEED 4 INCHES IN FLATWORK. SPECIAL INSPECTIONS MIN MINIMUM 8/30/21 7. PROVIDE 3"x3"x0.229" WASHERS AT ALL ANCHOR BOLTS. NS NEARSIDE 2021 NKH Engineering 4. ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA 5. PLACEMENT OF CONCRETE SHALL CONFORM WITH ACi 301. IN ACCORDANCE WITH IBC CHAPTER 17, THE FOLLOWING TYPES NTS NOT TO SCALE These drawings are the property of NKH Engineering and are not to be used or reproduced in any manner without STANDARDS, ANY DEVIATION MUST BE APPROVED BY OSHA PRIOR OF WORK REQUIRE SPECIAL INSPECTION. SEE THE OF OUTSIDE FACE prior written permission. TO ERECTION. 6. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A 8. BOLT HOLES SHALL BE NOMINAL DIAMETER OF BOLT PLUS Y16" SPECIFICATIONS AND DRAWINGS FOR ADDITIONAL PCF POUNDS PER CUBIC FOOT MINIMUM OF FIVE (5) DAYS AFTER PLACEMENT. ALTERNATE UNLESS NOTED OTHERWISE. LAG BOLT PILOT HOLES SHALL BE REQUIREMENTS FOR INSPECTION AND TESTING. SPECIAL PSF POUNDS PER SQUARE FOOT 5. THE CONT A TO SHALL BE SOLELY RESPONSIBLE FO ALL METHODS WILL BE APPROVED IF SATISFACTORY PERFORMAN E PRE -DRILLED TO 60% OF THE NOMINAL DIAMETER OF THE LAG BOLT INSPECTION SHALL BE PAID FOR AND PROVIDED BY THE OWNER. PSI POUNDS PER SQUARE INCH Revisions: CONSTRUCTION PROCEDURES. CAN BE ASSURED. UNLCOO NU I r- U 1 r1C VVIOt. PT PRESSURE TREATED QTY QUANTITY 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING 7. POUR JOINTS CAN BE USED TO MINIMIZE EFFECTS OF SHRINKAGE 9. ALL SILL PLATES SHALL BE BOLTED TO THE FOUNDATION WITH MATERIAL TASK CONTINUOUS PERIODIC RESPONSIBLE FIRM REINF REINFORCING THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ALL AS WELL AS PLACED AT POINTS OF LOW STRESS. RECOMMENDED MINIMUM DIAMETER BOLTS SPACED AT A MAXIMUM OF 48" ON RF ROOF DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE MAXIMUM AREA OF POUR JOINTS IS 400 SF. CENTER. BOLTS MUST BE EMBEDDED A MINIMUM OF 7" INTO INSPECTION OF SCHED SCHEDULE ENGINEER AND BE RESOLVED PRIOR TO PROCEEDING WITH THE CONCRETE OR MASONRY. SEE PLANS AND DETAILS FOR SPECIFIC REQUIREMENTS WHERE APPLICABLE. CONCRETE CONSTRUCTION ANCHORS POST -INSTALLED IN x SPECIAL INSPECTOR SF SQUAREFOOT WORK. 8. MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL FOR I HARD E N ED CONCRETE SHTG SHEATHING FORMED WORK SHALL BE AS FOLLOWS: 10. PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTITION WALLS Sim SIMILAR 7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF INTERIOR WALL: 3/4" AND SOLID BLOCKING UNDER PERPENDICULAR PARTITION WALLS. SLV SHORT LEG VERTICAL CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY EXT. WALLS, EXPOSED TO WEATHER: 1 Y2" SPECS SPECIFICATIONS INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, EXPOSED TO EARTH OR WEATHER (#5 OR SMALLER): 11/2" 11. WHERE LEDGERS, SILL PLATES, POSTS, OR STUDS ARE IN SS STAINLESS STEEL 31MILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO *NOTE: CONCRETE CAST AGAINST GROUND SHALL HAVE 3" MIN. I D C -17 nK 1-r A C�-r I A 11 S T D STANDARD Revision Issue Date 8/30/ 1 REVIEW BY THE ENGINEER. COVERAGE I F1 VAJIA%_� 1Z I L: U IVIMOUN T , UDr- r- r-Or- Vr- TREATED LUMBER OR PROVIDE GRACE VYCOR PLUS BARRIER STRUCT STRUCTURAL BETWEEN WOOD MEMBERS AND CONCRETE OR MASONRY. T&B TOP & BOTTOM ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL 9. PIPES AND CONDUITS SHALL NOT BE EMBEDDED IN STRUCTURAL T&G TONGUE & GROOVE OCCUR IN ADDITION TO ANY OTHER, SPECIFIC DETAIL CALLED OUT. CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED. 12. ALL FASTENERS IN CONTACT WITH PRESERVE TREATED TOB TOP OF BEAM LUMBER OR EXPOSED TO THE ELEMENTS 31-IALL BE HOT -DIPPED TOF TOP OF FOOTING Issue Set. Pormit 9. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO 10. CONCRETE MIXES SHALL BE PROVIDED IN ACCORDANCE WITH GALVANIZED OR STAINLESS STEEL. TOS TOP OF STEEL EXISTING CONDITIONS IS GIVEN AS'THE BEST PRESENT ACI 318 (WHEN STRENGTH DATA FROM TRIAL BATCHES OR FIELD TYP TYPICAL KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. WHERE EXPERIENCE ARE NOT AVAILABLE). ALL CONCRETE SHALL HAVE A ULT ULTIMATE Issue Dalre: August 30th, 2021 ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL MINIMUM COMPRESSIVE STRENGTH (F'c) OF 2500 PSI, WITH A U.N.0 UNLESS NOTED OTHERWISE BE REPORTED TO THE ENGINEER SO THE PROPER REVISIONS MAY MINIMUM CEMENT CONTENT OF 470 LBS/CUBIC YARD (5 SACKS PER VERT VERTICAL Drawn Bv: AH BE MADE. MODIFICATIONS TO CONSTRUCTION DETAILS SHALL NOT CUBIC YARD). MIXES SHALL BE PROPORTIONED TO PRODUCE A W/ WITH BE MADE WITHOUT PRIOR WRITTEN APPROVAL BY THE ENGINEER. SLUMP OF 5" OR LESS. NO MORE THAN A 1" PLUS TOLERANCE SHALL WF WIDE FLANGE Checked By. NKH, BE ALLOWED. W/o WITHOUT WT WEIGHT Sheet Name: WWF WELDED WIRE FABRIC G STR. IftEJ L NOTEc Sheet- 'N "d OF ENERETT REVEWED FOR ME J 0 umb b H .21 A07