6415 ELLIOTT WAY 2021-12-16 - Laserfiche WebLink

BUILDING CODE SPECIAL INSPECTIONS 2015 INTERNATIONAL BUILDING CODE 7. MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED 16% FOR ALL SPECIAL INSPECTIONS SHALL BE CONDUCTED IN ACCORDANCE WITH THE 2015 SIDA, STRUCTURAL MEMBERS. IBC, CHAPTER 17. SPECIAL INSPECTION SHALL BE PROVIDED FOR: DECK LOAD FLOOR LOAD - SEISMIC FORCE RESISTING SYSTEMS REQUIRING INSPECTION (IBC 1705.11) a % DEAD LOAD : 10 psf DEAD LOAD 12 psf 8. PROVIDE 2X2 WASHERS UNDER HEADS AND NUTS OF ALL BOLTS AND LAG STRUCTURAL CONCRETE AND REINFORCEMENT STEEL y s' LIVE LOAD: 60 psf LIVE LOAD: 40 psf SCREWS BEARING ON WOOD. - o} Hge SNOW LOAD: 25 PSF STRUCTURAL WOOD (1705.11.2) 9. BOLT HOLES SHALL BE NOMINAL DIAMETER OF BOLT PLUS 1/16" UNLESS - GRADING, EXCAVATING, AND FILLING (SOILS 1705.6) ROOF LOAD OTHERWISE NOTED. LAG BOLT PILOT HOLES SHALL BE PRE-DRILLED TO 60% - OTHER INSPECTIONS AS REQUIRED BY THE DESIGN PROFESSIONAL OR DEAD LOAD: 15 psf OF THE NOMINAL DIAMETER OF THE LAG BOLT UNLESS OTHERWISE NOTED. BUILDING OFFICIAL (1705.1.1) 03 0 - LATERAL RESTRAINT SYSTEM 03 FLAT ROOF SNOW LOAD: 25 psf cz. O (Ce):SNOW EXPOSURE FACTOR1.1 10. ALL SILL PLATES SHALL BE BOLTED TO THE FOUNDATION WITH 5/8" - ANCHOR BOLTS IN CONCRETE U c\i - CONT. SPECIAL INSPECTION FOR POST INSTALLED ANCHORS � SNOW LOAD IMPORTANCE FACTOR (Is): 1.0 MINIMUM DIAMETER BOLTS SPACED AT 48" O.C. MAXIMUM SPACING (EMBED 7" O N THERMAL FACTOR (Ct): 1.1 MINIMUM INTO CONCRETE OR MASONRY). SEE PLANS AND DETAILS FOR FOUNDATIONS > 0 N , SPECIFIC REQUIREMENTS WHERE OCCUR. Q o 1. THE' FOUNDATION DESIGN IS BASED ON THE RECOMMENDATION IN THE az WIND DESIGN DATA °' a 11. ALL FRAMING LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL INTERNATIONAL BUILDING CODE TABLE 1804.2. FOUNDATION WORK SHALL BE 0 . e AI - 1. BASIC WIND SPEED: 110 MPH PERFORMED IN ACCORDANCE WITH CHAPTER 18 OF THIS CODE. U BE PRESSURE TREATED. (SEE NOTE 1 FOR MINIMUM GRADE INFORMATION). cfl a� 2. WIND IMPORTANCE FACTOR (Iw): 1.0 ALL FOUNDATION BOLTS AND CONNECTORS MUST BE HEAVY GALVANIZEDED, N °L t- n Z BUILDING CATEGORY: II OR Z-MAX COATING TO PROTECT FROM OXIDATION. 2. THE FOUNDATION DESIGN IS BASED ON THE FOLLOWING VALUES: C) �o i N to 3. WIND EXPOSURE: B o > O ALLOW. SOIL BEARING = 1500 PSF p � N 4. Kzt = 1.0 12. FIELD-CUT ENDS, NOTCHES, AND DRILLED HOLES OF PRESSURE SOIL FRICTION= .25 m w Co 5. INTERNAL PRESSURE COEFFICIENT: NA EQUIV. FLUID PRESSURES: m coPRESERVATIVELY TREATED WOOD SHALL BE RETREATED IN THE FIELD IN -tom 6. APPLICABLE WIND PRESSURE FOR *ACTIVE PRESSURE= 35 PCF U 6 ACCORDANCE WITH AWPA M4. IRA 320.3.1 PASSIVE PRESSURE= 150 PCF COMPONENTS AND CLADDING: NA L N 13. 2X4 RAFTERS EXCEPT WHERE SPECIFICALLY DETAILED SHALL NOT *(WALLS RESTRAINED AGAINST ROTATION SHALL BE DESIGNED FOR 4-1 N SESIMIC DESIGN DATA 1. SEISMIC IMPORTANCE FACTOR: 1.0 SUPPORT SUSPENDED CEILINGS, SPRINKLERS, DROP SOFFITS, OR ANY OTHER AN EQUIV. FLUID PRESSURE OF 55 PCF). ELEMENTS. SEISMIC USE GROUP: I 3. ALL FOOTINGS SHALL BE FOUNDED AT LEAST 18" BELOW THE 2. SPECTRAL RESPONSE ACCELERATION (Ss): 138.8% G 14. WIRE STAPLES MAY BE SUBSTITUTED FOR DIAPHRAGM AND SHEARWALL UNDISTURBED GROUND SURFACE OR TO FROST DEPTH. ALL FOOTINGS SHALL � g 3. SITE CLASS: D (ASSUMED) NAILING WHEN APPROVED BY THE STRUCTURAL ENGINEER. BE FOUNDED ON COMPACTED FILL OR UNDISTURBED NATURAL GRADE UNLESS m o 4. SPECTRAL RESPONSE COEFFICIENTS (SDS): 92.5%G OTHERWISE NOTED. o 5. SEISMIC DESIGN CATEGORY: D 15. EXTERIOR STUD WALLS SHALL BE 2X6 ,., 16" O.C.. UNLESS NOTED o 6. BASIC SEISMIC-FORCE-RESISTING SYSTEM: SHEARWALLS OTHERWISE. INTERIOR STUD BEARING WALLS SHALL BE CONSTRUCTED USING 4. COMPACTION: MATERIAL FOR FILLING AND BACKFILLING SHALL CONSIST N N 7. DESIGN BASE SHEAR: SEE CALCULATIONS 2X4 ® 16" O.C. AT UPPER TWO FLOORS AND EITHER 2X6 0 16" O.C. OR OF THE EXCAVATED MATERIAL AND/OR IMPORTED BORROW AND SHALL BE N w 8. SEISMIC RESPONSE COEFFICIENT (Cs):0.142, 3X4 ® 16" O.C. BELOW TOP TWO FLOORS. STUD NONBEARING WALLS SHALL FREE OF ORGANIC MATTER, TRASH, LUMBER, OR OTHER DEBRIS. ALL WALLS o 9. RESPONSE MODIFICATION FACTOR (R): 6.5 BE CONSTRUCTED USING 2X4 ® 24" O.C.. UNLESS NOTED OTHERWISE. SEE SHALL BE ADEQUATELY BRACED PRIOR TO BACKFILLING. FILL AND BACKFILL 10. ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE PROCEDURE NOTE 1 FOR LUMBER GRADES OF STUDS AND PLATES. SHALL BE DEPOSITED IN LAYERS NOT TO EXCEED 8 INCHES THICK, PROPERLY MOISTENED TO APPROXIMATE OPTIMUM REQUIREMENTS AND THOROUGHLY FRAMING LUMBER 16. FRAMING ANCHORS FOR JOISTS, PURLINS AND POSTS SHALL BE SIMPSON, ROLLED OR COMPACTED WITH APPROVED EQUIPMENT IN SUCH A MANNER AND Z OR APPROVED EQUAL. APPROVAL MUST BE OBTAINED IN WRITING PRIOR TO EXTENT AS TO PRODUCE A RELATIVE COMPACTION OF 90% OF MAXIMUM 0 Q 1. FRAMING LUMBER SHALL BE DOUGLAS FIR/LARCH NO.1 FOR POSTS, BEAMS, POSSIBLE DENSITY AS DETERMINED BY ASTM 01557. HAND TAMPERS SHALL INSTALLATION. FILL ALL FASTENER HOLES WITH FASTENER TYPES (NAILS, AND HEADERS; HEM-FIR NO.2 FOR 2X AND 3X JOISTS, AND STUDS; AND WEIGH AT LEAST 50 POUNDS EACH AND SHALL HAVE A FACE AREA NOT IN HEM-FIR NO.2 FOR ALL TOP AND BOTTOM PLATES (GRADES ARE TYPICAL BOLTS, ETC.), SIZES, AND QUANTITIES AS SPECIFIED BY THE MANUFACTURER. EXCESS OF 64 SQUARE INCHES. HAND TAMPERS MAY BE. QPERATED EITHER Q ?j UNLESS OTHERWISE NOTED ON PLANS). LUMBER TO BE GRADE MARKED PER 17. MANUALLY OR MECHANICALLY AND SHALL BE USED WHERE LARGER POWER WCLIB SPECIFICATIONS. ALL HEADERS SHALL BE 4X8 DF#2 UNLESS OTHERWISE NOTED ON THE DRIVEN COMPACTION EQUIPMENT CANNOT BE USED. FILL OVER 12" DEEP 0 DRAWINGS SHALL COMPLY WITH GEOTECHNICAL REPORT. Z O 2. STRUCTURAL SHEATHING SHALL BE APA RATED PLYWOOD, EXPOSURE 1 18. OSB OF EQUAL OR GREATER THICKNESS MAY BE SUBSTITUTED FOR CZ W SHEATHING CONFORMING TO EITHER COMMERCIAL STANDARDS DOC PS 1 OR PLYWOOD USED IN SHEAR PANELS. U_.I PS 2. PROVIDE MINIMUM OF 3/8" EDGE DISTANCE ON ALL NAILS AND A 1/8" n in . EXPANSION JOINT BETWEEN ALL PANEL EDGES. MINIMUM SHEATHING 19. CONTACT THIS OFFICE PRIOR TO MAKING ANY CHANGES TO THESE 111 - W REQUIREMENTS ARE AS FOLLOWS: DETAILS AND NOTES. • O I ROOF SHEATHING TO BE 15/32" C-D INT-APA RATED PLYWOOD WITH U CD EXTERIOR GLUE, P.I. 24/16 (USE 5-PLY FOR PANELIZED ROOFS). MANUFACTURED LUMBER NAIL WITH 8d NAILS AT 6" ON CENTER AT PANEL EDGES AND 12" ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE. 1. LAMINATED VENEER LUMBER DESIGN IS BASED ON MICROLAM LVL PRODUCTS AS SUPPLIED BY TRUSS-JOIST MACMILLAN IN ACCORDANCE WITH t� SUB FLOORING TO BE 3/4" T&G C-D INT-APA RATED PLYWOOD WITH ASTM D 5456. DESIGN PROPERTIES SHALL BE: COV+�V EXTERIOR GLUE, P.I. 48/24. GLUE AND NAIL WITH 10d NAILS AT 6" Fb = 2600 PSI; Fv = 285 PSI; E = 1.8x10"6 PSI 4S5 0WAS/y/71'O ON CENTER AT PANEL EDGES AND 12" ON CENTER AT INTERMEDIATE 2. 1.5E LAMINATED STRAND LUMBER DESIGN IS BASED ON TIMBERSTRAND LSL ', SUPPORTS UNLESS NOTED OTHERWISE. PRODUCTS AS SUPPLIED BY TRUSS-JOIST MACMILLAN IN ACCORDANCE WITH U� 3. NAILING SHALL CONFORM TO TABLE 2304.9.1 OF THE INTERNATIONAL ASTM D 5456. DESIGN PROPERTIES SHALL BE: ECEOVIEni) � ; �4,BUILDING CODE UNLESS NOTED OTHERWISE. USE COMMON NAILS THROUGHOUT Fb = 2250 PSI; Fv = 400 PSI; E = 1.5x10 6 PSIa Drawn By:JIB UNLESS NOTED OTHERWISE. + ' Checked By: CCC 3. PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED ALONG WITHTHE JAN 2 5 2021 - '• Date: 0 f-20-2021 4. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS APPROPRIATE ICBO EVALUATION REPORTS TO THE ENGINEER FOR REVIEW SPECIFICALLY DETAILED OR APPROVED IN WRITING BY THE STRUCTURAL PRIOR TO CONSTRUCTION. INSTALLATION OF SUBSTITUTIONS SHALL NOT �N�1• SDA JOB NO. ENGINEER. PROCEED WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. CITY OF EVERETT 9058 PRrwt34 ^-,eVtq-.�C UNLESS SPEC IFICALLY NOTED 0 HE. USE DOLE JOISTS UNDERLRWI E. USE SOLID BLOCKING UNDEROR PARTITIONS PARALLEL TO ISTS JAN 2 O 2020 STRUCTURAL PARTITIONS PERPENDICULAR TO JOISTS. DETAILS ' S-1 .0 6. RIM JOIST ARE 01. LSL OR 2x SOLID SAWN LUMBER AS MINIMUM.