10111 9TH AVE W EMERALD COURT APARTMENTS 2025-04-18

AS REV. ON DRAWING: SUBJECT OF REVISION: REVISION #: DATE: TYPE: GENERAL STRUCTURAL NOTES CONFIGURATION CHANCE 1 10/10/2023 BUILDING CODE: STRUCTURAL STEEL (CONTINUED): GENERAL (CONTINUEDI: 2018 EDITION OF THE INTERNATIONAL BUILDING CODE SHALL BE USED AND MATERIAL SPECIFICATION, UNLESS NOTED OTHERWISE: ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR MECHANICAL, PLUMBING SUPPLEMENTED WITH (ASCE) 7-16. STRUCTURAL SHAPES: ASTM A992 GRADE 50 AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. BARS AND PLATES: ASTM A36 BUILDING CODE REFERENCES: STRUCTURAL TUBING/HSS: ASTM A500, GRADE B (FY = 46 KSI) OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS CHOSEN, BOLTS: ASTM A307 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES AND SHALL ALL CODE REFERENCES HEREAFTER SHALL CORRESPOND TO THE FOLLOWING FLAT; BEVELED WASHERS: ASTM F436 EDITIONS, U.N.O.: DIRECT—TENSION WASHERS: ASTM F959 COORDINATE ALL DETAILS. FILLER METAL: E70XX ELECTRODES NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL MATERIAL CODE EDITION STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONCRETE BUILDING CODE REQUIREMENTS FOR STRUCTURAL ALL WELDS SHALL BE SINGLE PASS 3/16" UNLESS NOTED OTHERWISE CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. CONCRETE AND COMMENTARY, (ACI 318)-14. COLD FORMED SHAPES: ASTM A653, FY = 55 KSI CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH REINFORCING 2004 ACI DETAILING MANUAL (ACI SP-66). ROOF METAL DECK: ASTM A792, FY = 80 KSI OWNER PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH STEEL 15TH EDITION OF (AISC) STEEL CONSTRUCTION THE OWNER. MANUAL. SCREW FASTENERS: WELDING STRUCTURAL WELDING CODE — STEEL, (AWS) TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY, U.N.O. 31.1-20. SELF DRILLING AND SELF—TAPPING SCREWS SHALL BE #12-14 TEK SCREWS OR LIGHT GAGE STEEL 2016 (AISI) NORTH AMERICAN SPECIFICATION APPROVED EQUAL AND SHALL CONFORM TO ASTM A545 OR SAEJ78. SAEJ93 OR WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL FOR THE DESIGN OF COLD—FORMED STEEL ANSI/ASMEB18.6.4. NOTES AND/OR SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. STRUCTURAL MEMBERS. ROOFING: ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW, LOADS: SHALL BEAR THE SEAL OF A REGISTERED ENGINEER RECOGNIZED BY THE BUILDING 1 3/8" PROFILE x 26 GA ROOF DECK (V—LINE 32) OR EQUIVALENT WITH #12-14 CODE JURISDICTION OF THIS PROJECT. RISK CATEGORY = II TEK SCREWS AT 9" O.C. UNLESS NOTED OTHERWISE OR (4) SCREWS PER 32" WIDE PANEL @ EACH SUPPORT DESIGN DATA: O 2 Ol ROOFING IS V—LINE 32 — 26 GA ROOF DEAD LOAD AT CARPORTS DL ROOFING AND TRIM 1.03 PSF GAUGE WT. S+ I+ S— I— VARIES — EE PLANS DL FOR PURLINS SELF WEIGHT VARIES — SEE PLANS 10' 0" VARIES — SEE PLANS ROOF SNOW LOAD 25 PSF (IBS/FT2) (IN3/FT) (IN4/FT) (IN3/FT) (IN4/FT) 26 0.91 0.0847 1 0.0619 0.0833 0.0619 WIND: TYP. TYP. 02 I 03 2 GA METAL DECK PURLINS: THE WIND LOADS ARE DETERMINED IN ACCORDANCE WITH ASCE 7-16: S2.0 S2.0 V— INE 32 OR EQUIVALENT ALL PURLINS ARE ASTM A653 CEE 10 X 3 1/2 X 14 GAUGE UNLESS NOTED BASIC WIND SPEED V: 98 MPH OTHERWISE, WITH THE FOLLOWING MINIMUM GROSS PROPERTIES: EXPOSURE CATEGORY: B 1 WIND IMPORTANCE FACTOR: 1.00 GAUGE DEPTH FLANGE LIP SX IX Fy SEISMIC: (IN) (IN) (IN) (I113) (IN4) (KSI) ADDITIONAL PURLIN —STEEL BEAM PER PLAN 12 10.00 3.50 1 0.93 5.3667 25.495 55 PER PLAN P LIN P PL IMPORTANCE FACTOR le — 1.0 LATITUDE = 47.9065; LONGITUDE =-122.2451. GENERAL: — T AL Ss = 1.387, Sl = 0.493, SEISMIC SITE CLASS = D (ASSUMED). 1 HSS COLUMN Sds = 1.110, Shc = 0.594, SEISMIC DESIGN CATEGORY = D. THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED PER PLAN — TYPICAL RW = 1.25 INVERTED PENDULUM SYSTEM ORDINARY STEEL FRAME STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE M CS = 0.888. CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE TYP. o FOUNDATION: NOT LIMITED TO BRACING AND SHORING FOR LOADS DUE TO CONSTRUCTION 01 STRUCTURAL FILL ASPHALT EQUIPMENT, ETC. THE STRUCTURAL ENGINEER SHALL NOT BE 06 S2.0 ORIGINAL GROUND OR 95% COMPACTED STRUCTURAL FILL RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES S2.0 ALLOWABLE SOIL: BEARING CAPACITY (DL+LL): 2,000 PSF PER IBC TABLE 1806.2 OR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE ALT. --- --FOR CLASS 4 SOILS. PROGRAMS INCIDENT THERETO (NOR SHALL OBSERVATION VISITS TO THE SITE if INCLUDE INSPECTION OF THESE ITEMS). �A VA VA VA VA VA VA VA VA VA VA \VA VA VA VA VA VA VA VA VA VA' NOTED SOILS CONDITIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. /�A/�A//A/�A/�A//A/�A/�A//A//A/� // • a : A�j /� CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED �AA VA VA VA VA VA VA VA VA VA � .° V�\ VA VA VA VA VA VA VA VA VA VA � OF WASl� CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE �� ' �✓ �� t CONCRETE: FOOT. � j MINIMUM COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 3,000 PSI TO COMPLY WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS OR MATERIALS, SUCH WITH EXPOSURE REQUIREMENT OF IBC TABLE 1904.2. STRUCTURAL DESIGN IS BASED STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDA. %��%��%��% ON F'C OF 2,500 PSI. PER IBC 1705.3, NO SPECIAL INSPECTION IS REQUIRED. �j�j��j��j��j�Nj�Xj��j��j��j �j��j��j��j��j��j��j��j�� :/� /�A��A��A��A��A��A��A�/�A�/�AA� - ��A��A��V��A��A��V��A�� ALL CONCRETE CONSTRUCTION SHALL CONFORM TO ACI. MAXIMUM WATER/CEMENT i HALL BE 0.55. PROVIDE AIR ENTRAINMENT (5% ± 1%) IN CONCRETE �SSIO ST EXPOSED TO F TYPICAL SECTION NA 11/04/22 STRUCTURAL STEEL: N SCALE: 1/4" j PROJECT PREPARED FOR PREPARED BY APPROVALS SHEET N0. STRUCTURAL STEEL MATERIALS, FABRICATION AND ERECTION SHALL CONFORM TO EMERALD COURT DesicHED oMA �+i CURRENT AISC STEEL CONSTRUCTION MANUAL IN ACCORDANCE TO IBC CHAPTER 22. CARPORTS oMA S1.0 PAINT ALL STRUCTURAL STEEL EXPOSED TO WEATHER UNLESS NOTED OTHERWISE CARPORTS OF WASHINGTONEp9 S�ttS&h I I I DRAWN ON DRAWINGS. EVERETT, WA 987C14 CJT SHEET TITLE P.O. BOX 23PJ9 CHECKED PROJECT NU. GENERAL STRUCTURAL NOTES BucKLEY, wasHlvcroN 983z1 CIVIL I STRUCTURAL I SURVEY DATE 11/01/2022 AND TYPICAL SECTION 4815 CENTER 474-9STREET I TACOM53)474 153 19,933 PHONE:(253)4]I-9409 I FAX:(253)d]0-0153 SCALE AS NOTED I.7 �.7 hHp:l/www.silishill.coml