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-GENERAL STRUCTURAL NOTES ,Act I- (z 'l
<br /> Q '`� Ric z� a
<br /> A. GENERAL C. WOOD O�V1fAS�y,. y� I c�W __3
<br /> I. THERE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE L ALL SATIN FRAMING LUMBER SHALL BE DOUGLAS FIR GRADE No.2 OR BETTER SHALL Digitally Slg ne•a y . 'W , w o
<br /> AND COMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCI�"fSTANCES SY COMPLY W/THE GRADING RULES O=THE WESTERN U100D PRODUCTS ASSOCIATION OR Leo Brent W r' t „ Mho • J $
<br /> REPUTABLE STRUCTURAL ENGINEERS IN THIS OR SIMILAR LOC.ALITES. THET ASSUME 11.E VEST COAST LUMBER INSPECTION BUREAIT,AND SHALL BE STAMPED W/IFE GRADE • a v o c
<br /> THAT THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR MARK OF AN APPROVED LI em GRADING AGENCY,UNA. 'Date: 2023.0 -14 " '' 1 ti e
<br /> AND/OR WORKMEN WHO HAVE A WORKING IWOW EDGE OF THE APPLICABLE CODE W L " v E
<br /> STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD 2. DO NOT NOTCH OR DRILL JOISTS,TRUSSES,OR BEAMS,UKO U ;m
<br /> PRACTICE. AS NOT EVERY CONDITION CR ELEMENT IS(OR CAN BE)EXPLICITLT SHORN "F .�' S o m m °
<br /> ON THESE DRNU NOS,Tie CONTRACTOR SHALL USE NDUSTRY ACCEPTED STANDARD 3. ALL BOLTS SHALL BE INSTALLED IN HOLES BORED UNTN A EAT I/I6 NCH LARGER THLAN
<br /> GOOD PRACTICE FOR MISCELLANEOUS WORK NOT EXPLICITLY SHORN. THE DIA OF THE BOLT. BOLTS AND NITS SEATING ON WOOD SHALL HAVE CUT STEEL008B4Sa LAG �y 51 i
<br /> >o�,m2. THESE DRAWNGS REPRESENT THE FINISHED STRICTUFE. THEY DO NOT INDICATE THE 8 WASHE�8NAUL BE ALLER HEADS LEEDD NN PRE�'DRILLED HOLES BY'TURNINGPREVENT LUNTH A uINE OH. k< fi 9 n 3
<br /> METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR d� 3( AL
<br /> CONSTRUCTION MEANS,METHODS,TECHNIQES,SEAS,PROCEDURE&LAGGING, 4. ALL WOOD CONSTRUCTION CONNECTORS SHORN ON PLANS OR DETAILS SHALL BE
<br /> SHORING,BRACING,FORM-UORC,ETC.AS REQUIRED FOR THE PROTECTION OF LE AND SIMPSON STRONG-TE UNA. HARDWARE SHALL SE INSTALLED WITH ALL REQ'D. 1'..r, "4 .
<br /> PROPERTY DURING CONSTRUCTION. CONSIRUCTICW MATERIALS SHALL BE UNIFORMLY FASTENERS PER MFR'S.SPECS. STRAPS OF HEAVER GAGE THAN SPECIFIED ON PLANS
<br /> SPREAD OUT SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT AS NOTED HEREIN IS MAY BE USED W/MN.FASTENER REQUIREMENTS PER PLAN lag.CSI6 W/(26)8d IN LIEU EXPIRES 3-19-2025 `w.
<br /> NOT EXCEEDED. CF CS18 W/(26)8d).
<br /> 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS,CONDITIONS AND ELEVATIONS WITH 5. ALL NAILS EXCEPT 16d NAILS SHALL BE COMMON NAILS UNA. I6d NAILS MAY BE 16d 04/14/2023
<br /> OM ER DRAWINGS AND RESOLVE ANT DISCREPANCES WITH THE OUNER PRIOR TO OMCER 16d BOX,IOd-I3I OR I2d COMMON(INC. (EXCEPTION:WOOD CONSTRUCTION
<br /> START OF CONSTRICTION. CONNECTORS SHALL SE PER 1 R'&SPECIFICATIONS" NAILS SHALL BE DRIVEN SO
<br /> THAT HEADS ARE FLUSH UMM 4 WOOD SURFACE. OVER-OR UNDER-DRIVEN SWATHING Permit#: B2304-081
<br /> 4. sew NO PETALS ARE SHORN,CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON NAILS AT SHEAR WALL,ROOF,AND FLOOR SHEATHING PANELS,WHERE THICKNESS IS '
<br /> THE PROEM DETAILS MAY SHOW ONLY ONE SIDE OF CONJECTION OR MAY OMIT MINIMAL,CAN RESULT IN REDUCED CAPACITY. F NO MORE THAN 20%OF THE Site Address: 1629 127TH PL SE
<br /> RFORMATION FOR CLARITY. FASTETERS AROUND THE PERIMETER Of PANELS ARE ovERDRIV94 BY UP TO US',THE
<br /> PANEL IS ACCEPTABLE F MORE THAN 201E OF THE FASTENER13 AROUND THE Owner: CLARKE CHRISTOPHER&CHRISTIANE T
<br /> 5. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL. PERIMETER Of PANELS ARE OVERDRIVEN,OR F ANY ARE OVERPRV94 BY MORE THAN Tenant:
<br /> STRUCTURAL NOTES. LW',ADDITIONAL FASTENERS SHALL BE DRIVEN. FOR EVERT'TWO FASTENERS
<br /> OVERDRIVEN,ONE ADDITIONAL FASTENER SHALL BE DRIVEN. ALL OTHER CONDITIONS App.Date: 4/24/2023
<br /> 6. STANDARDS AND CODE REFERENCES NOTED IN THESE CONSTRUCTION DOCUMENTS WERE I-I/2"OR GREATER MEMBERS ARE FASTENED TOGETHER(GENERAL FRAMING),
<br /> REFER TO THE EDITIONS ADOPTED BY THE BUILDING CODE SPECIFIED IN THE BASIS OVERDRIVEN FASTENERS PO NOT AFFECT THE CAPACITY Of THE CONNECTION. Permit Type: RESIDENTIAL BUILDING
<br /> FOR DESIGN. REHERENCES NOT SPECIFICALLY ADOPTED BY SAID BUILDING CODE CO
<br /> REFER TO THE LATEST EDITION. NAIL SIZE: SHANK DIA LENGTH: NAIL SITE: SHANK DIA: LE 14114: Subtype: OTHER(DECK,PORCH, ETC) W C)
<br /> 1641 COMMON .162' 3 1/2° I2d COMMON .148" 3 1/4'
<br /> 1. ,ALL INSPECTIONS REQUIRED BY THE BUILDING CODES,JURISDICTION,OR THESE PLANS 16d RAKER .148' 3 1/4' 10d COMMON .148" 3' Description: MECHANICAL TRELLIS ROOF STRUCTURE W (nco
<br /> SHALL BE PROVIDED BY AN INDEPENDENT NSPECTION COMPANY OR TIE BULDNG 16d BOX .135' 3 1/2' Sd COSIGN .I3I' 2 Ur TO
<br /> -_I 0)
<br /> DEPARTMENT. SITE VISITS BY THE ENGINEER PO NOT CONSTITUTE AN INSPECTION. 10d-I31 .131' 3■ TO EXISTING DECK AND ROOF • W a.
<br /> B. BASES FOR DESIGN J H _
<br /> 1. BUILDING CODE: 2018 INTERNATIONAL mums CODE W/LOCAL AMBITS Reviewed By:
<br /> S ' / CI- F-
<br /> D. STRUCTURAL ALUMINUM
<br /> 1. STRUCTURAL ALIt7Mt1 MEMBERS,FASTENERS,ETC,SHALL CONFORM TO THE FOLLOUJNG Date. W N I-
<br /> 2. ROOF LOADS DEAD LOAD: LIVE LOAD(REDUCIBLE): STANDARDS MATERIALPROPERTIES GF THE ALUMNI/1 uMMt1 ASSOCIATION'S2 ESIGN MANUAL UN.0: Office Set Job Site Set =
<br /> 3. WIND LOADS: 110 MPH SPEED P'O BASIC WIND SPD COMNE 4T AND CLADDING ALLOYS U W
<br /> EXPOSURE C WIND PRESSURE PER ASCE1-IS PROFILED EXTRUSION 6063-16 r
<br /> 4. SEISMIC LOADS: SSITE CLASS D-C DESIGN ATE LLT D OTHER STANDARD SHAPES 6063-T6 sa n W
<br /> BARB 6063-16 ill)
<br /> SS•1368 TUBES 606346
<br /> A85 FASTENERS SS 316
<br /> SC&SDI O 2. CROSS-SECTIONAL DIMENSIONS OF STRUCTURAL ALUMMM SHALL NOT VARY BY MORE S u b'ect To Field Inspection
<br /> THAN THE TOLERANCES GIVEN IN THE ALU IN M ASSOCIATION'S ALU INII STANDARDS ! J U N 0 5 2023 I
<br /> 5. SNOW LOADS: Pe•25 PEP AND DATA
<br /> Ps•25 P8F '-
<br /> Cot.12 3. WITHH EM'A III DESIGNIy TED AND ERECTED IN CITY
<br /> 1 1 OF �'�J �'�q 11 '
<br /> A•IYi Y
<br /> 4. M ALtMN IS IN CONTACT WITH OTHER METALS EXCEPT 300 SERIES STAINLESS Permit Services
<br /> 6. RISK Rim CATEGORY: C IMPORTANCE� ' FACTOR•1.0 OTHER ME STEEL,VIC TALS sHa.1.B'M AND BE P,�TEDFORR COATED WITH TMc,CADMIUM,O EXPOSED TOR AI.UMINM. CITY OF E V E R E TT
<br /> 5. WCOATED ALUMINM SHALL NOT BE EXPOSED TO MOISTURE OR RI OFF THAT HAS REV E w E D (' R PERMIT.
<br /> COME N CONTACT WITH OTHER UNCOATED METALS EXCEPT 300 SERIES STAINLESS
<br /> STEEL,INC,OR CADMRM ALIMMM SURFACE TO BE PLACED IN CONTACT WITH
<br /> MASONRY,CONCRETE,WOOD,FIBERBOARD,OR OTHER POROUS MATERIAL THAT p1 pq R
<br /> ABSORBS WATER SHALL BE PANTED. �+�+
<br /> 6 ALUMMM SHALL NOT BE EMBEDDED IN CONCRETE WITH CORROSIVE ADDITIVES SUCH AS Office of Community, Planning$Economic Development
<br /> EMBo
<br /> ED IN E BE MOPPED W114IOMIL WRAP OR PLASTIC TAPE. THESE DOCUMENTS HAVE IF 114E AL111114/1 IS ELECTRICALLY CONNECTED TO STEEL ALUMNLIMPLANNING DEPARTMENT a
<br /> a
<br /> I. AS AN ALTER SQU IATE TO THE PIREAO REQUIREMENTS FOR ALUMN I M IN CONTACT WITH NOT BEEN APPROVED FOR THE o
<br /> OTHER MATERIALS,ALUMINUM SHALL BE SEPARATED FROM THE MATERIALS OF THIS ISSUANCE OF PUBLIC WORKS,
<br /> AND THE
<br /> DISSiMILARRMATER NONPORO�' T� A TIBLE�' 'THE ALU"' ' MECHANICAL,FIRE SUPPRESSION, Name DATE:YI
<br /> ZS,403
<br /> 8. BOLT HOLES SHALL BE DRILLED THE SAME NOMINAL DIAMETER AS THE BOLT+1/16". ELECTRICAL OR PLUMBING PERMITS. w
<br /> F-
<br /> S. STAM.ESS STEEL FASTENERS SHALL BE MOM F5S3 316 SS COLD WORKED COMMON. o
<br /> PROVIDE(5)PITCHES MINMM PAST THE THREAD PLANS FOR ALL SCRE3U
<br /> CONFECTIONS. ALL FASTENER CONINECTONS TO METAL SHALL PROVIDE 2x DIAMETER w
<br /> EDGE DISTANCE AND 3x DIAMETER SPACING. `O`\
<br /> 10. SELF-DRILLING SCREWS SWILL BE TE3C BRAND/ALL POINTS FASTENERS,WI.ESS ilvED Z
<br /> OTFERINSE NOTED. j DESIGN BY: CC
<br /> PROJECT MGR: CC
<br /> PROJECT NO: 230136-021
<br /> APR 2 4 2023 SHEET:
<br /> CITY OF EVERETT
<br /> Permit Sar vices S 1
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