820 88TH PL SW 2021-11-08 - Laserfiche WebLink

BUILDING CODE REINFORCING STEEL 4. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS ' \ 2015 INTERNATIONAL BUILDING CODE 1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE SPECIFICALLY DETAILED OR APPROVED IN WRITING BY THE STRUCTURAL 60 (fy = 60 KSI) FOR BAR SIZES NO. 5 & LARGER, GRADE 40 (fy ENGINEER. m 5 FLOOR LOAD = 40 KSI) FOR NO. 3 AND NO. 4 BARS. c N g$r DEAD LOAD : 12 psf 5. USE DOUBLE JOISTS UNDER WALLS OR PARTITIONS PARALLEL TO JOISTS LIVE LOAD: 40 psf 2. ALL REINFORCING STEEL SHALL BE LAPPED AS NOTED ON THE UNLESS SPECIFICALLY NOTED OTHERWISE. USE SOLID BLOCKING UNDER PLANS. WHERE LAP OR SPLICE LOCATIONS ARE NOT SPECIFICALLY PARTITIONS PERPENDICULAR TO JOISTS. ROOF LOAD INDICATED ON THE CONSTRUCTION DOCUMENTS, LAPS AND/OR tn 6. RIM JOIST ARE 11#4" LSL OR 2x SOLID SAWN LUMBER AS MINIMUM. C9 DEAD LOAD: 15 psf SPLICES SHALL BE 42 BAR DIA AND BE WELL STAGGERED. - FLAT ROOF SNOW LOAD: 25 psf O SNOW EXPOSURE FACTOR (Ce): 1.1 3. COMPLETE REINFORCING PLACEMENT DRAWINGS PREPARED IN 7. MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED 16% FOR ALL CZ O STRUCTURAL MEMBERS. SNOW LOAD IMPORTANCE FACTOR (Is): 1.0 ACCORDANCE WITH ACI 315 SHALL BE REVIEWED BY THE ENGINEER U N in THERMAL FACTOR (Ct): 1.1 ANDDCAVAI AVAILABLE ON THE JOB SITE PRIOR TO THE PLACING OF 8. PROVIDE 2X2 WASHERS UNDER HEADS AND NUTS OF ALL BOLTS AND 0 N CONLAG SCREWS BEARING ON WOOD. N w - N E WIND DESIGN DATA 4. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A82 AND A185 Q > 0 'I' 0 1. BASIC WIND SPEED: 110 MPH 9. BOLT HOLES SHALL BE NOMINAL DIAMETER OF BOLT PLUS 1/16" > N v 2. WIND IMPORTANCE FACTOR (Iw): 1.0 AND SHALL BE 6x6 W2.1/W2.1 UNLESS OTHERWISE NOTED. LAP UNLESS OTHERWISE NOTED. LAG BOLT PILOT HOLES SHALL BE c- cZ c0 BUILDING CATEGORY: II REINFORCEMENT 6" MINIMUM. PRE-DRILLED TO 60% OF THE NOMINAL DIAMETER OF THE LAG BOLT z < t 3. WIND EXPOSURE: C UNLESS OTHERWISE NOTED. � U Q > 4. Kzt = 1.00 5. ANCHOR BOLTS, DOWELS AND OTHER EMBEDDED ITEMS SHALL BE N n a) 0 SECURELY TIED IN PLACE BEFORE CONCRETE IS POURED. SLAB ON I -.cV q 5. INTERNAL PRESSURE COEFFICIENT: NA 10. ALL SILL PLATES SHALL BE BOLTED TO THE FOUNDATION WITH 5/8" - .) O �� O GRADE REINFORCEMENT SHALL BE PLACED AT MID-DEPTH OF SLAB O 6. APPLICABLE WIND PRESSURE FOR AND SHALL BE HELD SECURELY IN PLACE WITH MECHANICAL DEVICES MINIMUM DIAMETER BOLTS SPACED AT 48" O.C. MAXIMUM SPACING (EMBED 0 O '- aj COMPONENTS AND CLADDING: NA 7" MINIMUM INTO CONCRETE OR MASONRY). SEE PLANS AND DETAILS FOR 0 > m 3 DURING PLACING OF THE CONCRETE. - Co uw m SPECIFIC REQUIREMENTS WHERE OCCUR. (6 SESIMIC DESIGN DATA L Lc; 6. REINFORCEMENT SHALL PLACED CONTINUOUS AROUND CORNERS N 1. SEISMIC IMPORTANCE FACTOR: 1.0 AND INTERSECTIONS UNLESS SPECIFIED OTHERWISE. 11. ALL FRAMING LUMBER IN CONTACT WITH MASONRY OR CONCRETE SEISMIC USE GROUP: I SHALL BE PRESSURE TREATED. (SEE NOTE 1 FOR MINIMUM GRADE 2. SPECTRAL RESPONSE ACCELERATION (Ss): 143.9% G 7. WELDED REINFORCING STEEL SHALL CONFORM TO ASTM A706 INFORMATION). ALL FOUNDATION BOLTS AND CONNECTORS MUST BE HEAVY D z 3. SITE CLASS: D (ASSUMED) GRADE 600 WITH A CARBON EQUIVALENT NOT EXCEEDING 0.55%. THE GALVANIZEDED, OR Z-MAX COATING TO PROTECT FROM OXIDATION. L 0 4. SPECTRAL RESPONSE COEFFICIENTS (SDS): 95.9%G BAR SHALL DEMARCATED AS 'WELDABLE' (W). ALL WELDS SHALL -N 5. SEISMIC DESIGN CATEGORY: D FULLY DEVELOP THE REINFORCING STEEL YIELD STRENGTH UNLESS 12. FIELD-CUT ENDS, NOTCHES, AND DRILLED HOLES OF PRESSURE (') 6. BASIC SEISMIC-FORCE-RESISTING SYSTEM: SHEARWALLS NOTED OTHERWISE. ALL REINFORCING STEEL WELDING SHALL BE PRESERVATIVELY TREATED WOOD SHALL BE RETREATED IN THE FIELD IN 7. DESIGN BASE SHEAR: SEE CALCULATIONS CONDUCTED PER AWS D1.4 BY A WABO CERTIFIED WELDER. WELDED ACCORDANCE WITH AWPA M4. IRC 320.3.1 8. SEISMIC RESPONSE COEFFICIENT (Cs): 0.103 PERPENDICULAR REINFORCING STEEL SHALL CONFORM TO ASTM A184. 9. RESPONSE MODIFICATION FACTOR (R): 6.5 ALL FIELD WELDING REQUIRES SPECIAL INSPECTION. 13. 2X4 RAFTERS EXCEPT WHERE SPECIFICALLY DETAILED SHALL NOT 10. ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL SUPPORT SUSPENDED CEILINGS, SPRINKLERS, DROP SOFFITS, OR ANY n FORCE PROCEDURE GLUED-LAMINATED TIMBER OTHER ELEMENTS. LI 0 i"'( n^ FOUNDATIONS 1. ADHESIVE SHALL BE FOR WET USE. () N 1-3v� 1. THE FOUNDATION DESIGN IS BASED ON THE 14. WIRE STAPLES MAY BE SUBSTITUTED FOR DIAPHRAGM AND SHEARWALL Z � CO 0‹ RECOMMENDATION IN THE INTERNATIONAL BUILDING CODE 2. LAMINATIONS SHALL BE OF DOUGLAS FIR/WESTER LARCH, NAILING WHEN APPROVED BY THE STRUCTURAL ENGINEER. UJ .....1 -� � n^ TABLE 1804.2. FOUNDATION WORK SHALL BE PERFORMED COMBINATION 24F-V4 FOR SIMPLE SPAN BEAMS AND 24F-V8 FOR 0 IL Q a 7:3 t(v//� CONTINUOUS MULTIPLE SPAN AND CANTILEVERED BEAMS, FABRICATED 15. EXTERIOR STUD WALLS SHALL BE 2X6 ® 16" O.C.. UNLESS NOTED IN ACCORDANCE WITH CHAPTER 18 OF THIS CODE. (n w IN ACCORDANCE WITH AITC A190.1 AND ASTM D 3737. OTHERWISE. INTERIOR STUD BEARING WALLS SHALL BE CONSTRUCTED IL! CD CDtsj Co 2. THE FOUNDATION DESIGN IS BASED ON THE FOLLOWING USING 2X4 © 16" O.C. AT UPPER TWO FLOORS AND EITHER 2X6 0 16" DC I` as ., 3. FABRICATION SHALL BE BY A LICENSED FABRICATOR; SHOP VALUES: Iffil ALLOW. SOIL BEARING = 1500 PSF PRIORRING DRAWINTO FABRICATIONGS SHALL BE . AITCCERTIFICATES MITTED TO THE OFENSPECTION ARER FOR WALLS SHALL BE CONSTRUCTED USING 2ELOW TOP 0X4 ©024" 0 C..RS. UNLESS ANO ED < 0 � 0 N SOIL FRICTION = .25 REQUIRED FOR ALL MEMBERS. OTHERWISE. SEE NOTE FOR LUMBER GRADES OF STUDS AND PLATES. N CV 0 OZ EQUIV. FLUID PRESSURES: Ili *ACTIVE PRESSURE = 35 PCF 4. GLULAM BEAMS EXPOSED TO WEATHER SHALL BE WOLMANIZED OR 16. FRAMING ANCHORS FOR JOISTS, PURLINS AND POSTS SHALL BE < > PASSIVE PRESSURE = 150 PCF PRESSURE TREATED. SIMPSON, OR APPROVED EQUAL. APPROVAL MUST BE OBTAINED IN WRITING �"� �� *(WALLS RESTRAINED AGAINST ROTATION SHALL BE PRIOR TO INSTALLATION. FILL ALL FASTENER HOLES WITH FASTENER DESIGNED FOR AN EQUIV. FLUID PRESSURE OF 55 FRAMING LUMBER TYPES (NAILS, BOLTS, ETC.), SIZES, AND QUANTITIES AS SPECIFIE1 BY PCF). 1. FRAMING LUMBER SHALL BE DOUGLAS FIR/LARCH NO.1 FOR POSTS, THE MANUFACTURER. BEAMS, AND HEADERS; HEM-FIR NO.2 FOR 2X AND 3X JOISTS, AND COV11y 3. ALL FOOTINGS SHALL BE FOUNDED AT LEAST 18" STUDS; AND HEM-FIR NO.2 FOR ALL TOP AND BOTTOM PLATES 17. ALL HEADERS SHALL BE 4X8 DF#2 UNLESS OTHERWISE NOTED ON THE 4y�oFw�s C'� BELOW THE UNDISTURBED GROUND SURFACE OR TO FROST (GRADES ARE TYPICAL UNLESS OTHERWISE NOTED ON PLANS). DRAWINGS t4 ` 1,,�` 1- DEPTH. ALL FOOTINGS SHALL BE FOUNDED ON COMPACTED LUMBER TO BE GRADE MARKED PER WCLIB SPECIFICATIONS. FILL OR UNDISTURBED NATURAL GRADE UNLESS OTHERWISE 18. OSB OF EQUAL OR GREATER THICKNESS MAY BE SUBSTITUTED FOR M NOTED. 2. STRUCTURAL SHEATHING SHALL BE APA RATED PLYWOOD, PLYWOOD USED IN SHEAR PANELS. t, .?4,3 ",0 r- ry EXPOSURE 1 SHEATHING CONFORMING TO EITHER COMMERCIAL 19. CONTACT THIS OFFICE PRIOR TO MAKING ANY CHANGES TO THESE A'IONA W W 4. COMPACTION: MATERIAL FOR FILLING AND BACKFILLING STANDARDS DOC PS 1 OR PS 2. PROVIDE MINIMUM OF 3/8" EDGE LU LU SHALL CONSIST OF THE EXCAVATED MATERIAL AND/OR DISTANCE ON ALL NAILS AND A 1/8" EXPANSION JOINT BETWEEN ALL DETAILS AND NOTES. - JAN 3 Y W IMPORTED BORROW AND SHALL BE FREE OF ORGANIC PANEL EDGES. MINIMUM SHEATHING REQUIREMENTS ARE AS FOLLOWS: Ce MATTER, TRASH, LUMBER, OR OTHER DEBRIS. ALL WALLS Permit It: BW2007-004 > 0 SHALL BE ADEQUATELY BRACED PRIOR TO BACKFILLING. ROOF SHEATHING TO BE 15/32" C-D INT-APA RATED PLYWOOD FILL AND BACKFILL SHALL BE DEPOSITED IN LAYERS NOT Site Address: 82088THPLSW Drawn By: VKY TO EXCEED 8 INCHES THICK, PROPERLY MOISTENED TO WITH EXTERIOR GLUE, P.I. 24/16 (USE 5-PLY FOR PANELIZED Owner: ARIASSALVADOR/CAROTHERSIESSICA Checked By:CHRIS w APPROXIMATE OPTIMUM REQUIREMENTS AND THOROUGHLY ROOFS). NAIL WITH 8d NAILS AT 6" ON CENTER AT PANEL W EDGES AND 12" ON CENTER AT INTERMEDIATE SUPPORTS Tenant: [TenNarf� ., , , Date:O I -03-20 ROLLED OR COMPACTED WITH APPROVED EQUIPMENT IN � W UNLESS NOTED OTHERWISE. App.Date: 7�14( 2 .�'"+r i" SUCH A MANNER AND EXTENT AS TO PRODUCE A � k � ': sFR op §i-witv ibp,,, SDA JOB NO. DENSTYRELATIVEASODETE MANED BYMPACTION OF O ASTM D1557.% OF A HAND SUB SUB FLOORING TO BE 3/4" T&G C-D INT-APA RATED PLYWOOD Proposed Description: BUS I[' � O PATIO 88�jq- U LLI TAMPERS SHALL WEIGH AT LEAST 50 POUNDS EACH AND WITH EXTERIOR GLUE, P.I. 48/24. GLUE AND NAIL WITH 10d .1 < ,4,41; Tit CC SHALL HAVE A FACE AREA NOT IN EXCESS OF 64 SQUARE NAILS AT 6" ON CENTER AT PANEL EDGES AND 12" ON CENTER STRUCTURAL INCHES. HAND TAMPERS MAY BE OPERATED EITHER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE. ' / MANUALLY OR MECHANICALLY AND SHALL BE USED WHERE Reviewed BloS \ Date: ,/ !' NOTES 4 LARGER POWER DRIVEN COMPACTION EQUIPMENT CANNOT 3. NAILING SHALL CONFORM TO TABLE 2304.9.1 OF THE _�cv' •�w`" ///�� \ i BE USED. FILL OVER 12" DEEP SHALL COMPLY WITH A INTERNATIONAL BUILDING CODE UNLESS NOTED OTHERWISE. USE )ffice Set iob Site Set Fire/Planning Set 5- I ,O 3 GEOTECHNICAL REPORT. COMMON NAILS THROUGHOUT UNLESS NOTED OTHERWISE. -