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<br /> SITE VIEW AERIAL VIEW JAN L 4 2024 WWW.DOTECENGINEERING.COM
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<br /> 12— SUPPLEMENTARY NOTES: CITY OF E • ERET
<br /> GENERAL NOTES: PQr111it Services
<br /> 1. ALL CONTRACTORS SHALL OBSERVE ALL REGULATIONS IMPOSED BY THE APPROPRIATE GOVERNING BODIES,AND ALL WORK SHALL COMPLY WITH THE FIELD MEASUREMENTS VERIFICATION IS RESPONSIBILITY OF THE CONTRACTOR ANY a
<br /> REQUIREMENTS OF THE BUILDING CODES,ACCIDENT AND FIRE PREVENTION REGULATIONS.ALL MATERIALS,EQUIPMENT,WORKMANSHIP,WORKING DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF SHADE FLA PRIOR TO CO
<br /> 1' - CONDITIONS,AND CONSTRUCTION METHODS SHALL COMPLY WITH THE LATEST APPLICABLE SECTIONS OF LOCAL,MUNICIPAL,CITY,STATE &FEDERAL CODES, ENGINEERING PRODUCTION AND CONSTRUCTION.ALL DIMENSIONS WERE BASED ON 11
<br /> ORDINANCES,&STANDARDS. 4•
<br /> ARCHITECTURAL DRAWINGS-
<br /> 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS&CONDITIONS PRIOR TO STARTING ANY CONSTRUCTION AND SHALL NOTIFY THE ENGINEER OF ANY m d
<br /> G DISCREPANCIES OR INCONSISTENCIES AT THE BUILDING SITE. WELDING: '
<br /> 3. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS SHOWN ON THE DRAWINGS&CONSTRUCT ALL NEW WORK IN A NEAT&APPROVED MANNER. AWS CODES AND RECOMMENDATIONS APPLY.ALL STRUCTURAL WELDING TO BE BY CERTIFIED CI) III
<br /> WELDERS OR INSPECTED BY QUALIFIED PARTY.WELDING RODS TO BE LOW HYDROGEN TYPE,E70 W ++
<br /> 4. THE CONTRACTOR SHALL ESTABLISH AND VERIFY ALL OPENINGS&INSERTS FOR MECHANICAL AND ELECTRICAL WORK AS REQUIRED FOR THEIR SERIES TYPICALLY EXCEPT E-6010 SERIES FOR SHEET STEEL PER AWS D1.3. CO
<br /> 9 - INSTALLATION AND PER DRAWINGS(IF APPLICABLE). Q - ,
<br /> THIS NOTE APPLIES TO ALL SHEETS V.— 05 _
<br /> 5. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY BRACING,SHORING.GUYING,OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO 0
<br /> THE PROFESSIONAL ENGINEER WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR Q"
<br /> HOLD STRUCTURAL ELEMENTS IN PLACE. PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS,SPECIFICATIONS AND DESIGN L E CO
<br /> 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY AND SECURITY IN&AROUND THE JOB SITE DURING CONSTRUCTION. INTENT THEY CONVEY.OR FOR PROBLEMS WHICH ARISE FROM OTHERS FAILURE TO OBTAIN AND co E C..)OR/FOLLOW THE PROFESSIONAL ENGINEER GUIDANCE WITH RESPECT TO ANY ERRORS, l) 3
<br /> t 7, THE CONTRACTOR SHALL SUBMIT/FILE FOR,PAY&SECURE ALL APPROVALS,BUILDING PERMITS,FIRE PERMITS,TEST,AND CERTIFICATES OF COMPLIANCE OMISSIONS,INCONSISTENCIES,AMBIGUITIES,OR CONFLICTS WHICH ARE ALLEGED. d OTr
<br /> IL
<br /> 3 - &OCCUPANCY. C N. 0 E O
<br /> BUILDINGS SHALL BE CONSTRUCTED IN FULL CONFORMANCE WITH ALL APPLICABLE CODES AND 12M Q w E O N
<br /> RESTRICTIONS, w C co o O L) coU
<br /> 8. THE DIMENSIONS ON THESE DRAWINGS IN ALL CASES SUPERSEDE SCALE. CONTRACTOR IS NOT TO SCALE DRAWINGS.ALL DIMENSIONING IS TO FINISH 0 V N Q)
<br /> FACE OF CONSTRUCTION. PROFESSIONAL ENGINEER SHALL BE NOTIFIED PRIOR TO CONSTRUCTION IN THE EVENT OF CODE
<br /> 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RUBBISH SWEPT UP&REMOVED. UPON COMPLETION OF WORK,THE CONTRACTOR SHALL LEAVE WORK IN REVISION AND/OR CHANGES. REVISION:-
<br /> DATE:-
<br /> A FINISHED CONDITION. REVISION'-
<br /> PROJECT SCOPE:
<br /> DATE:-
<br /> 6 - 10. IT WILL BE THE DUTY OF THE CONTRACTORS TO COMMUNICATE IMMEDIATELY WITH EACH OTHER IN ORDER TO SCHEDULE WORK,STORAGE AREAS,ETC.IN THIS PROJECT PROPOSES TO PROVIDE A STATIONARY AWNING FLAT SLOPED WITH UPRIGHTS AT ISSUE DATE: - - 5
<br /> AN APPROVED MANNER AND WITHIN THE TIME SPECIFIED. FRONT 37'WIDE,1'6"HEIGHT,6'DEEP,CONNECTED TO EXISTING WOOD STUD WALL(W EXTERIOR
<br /> CAD FILE #2308069
<br /> 11.EXISTING RESIDENCE DO NOT HAVE A FIRE SPRINKLER SYSTEM INSTALLED SHEATHING&CLADDING) DRAWN BY: AK
<br /> CHECKED BY:
<br /> 5 12. EXISTING RESIDENCE HAS SMOKE/CARBON MONOXIDE ALARMS SYSTEM INSTALLED NOT HARD WIRED AND THEY ARE NOT INTERCONNECTED. BUILDING CODE DATA: DESIGNED BY: - 5
<br /> CONFORM TO(SECTION R313.2.&SECTION R314.2.2.) ^ SHEET TITLE
<br /> 1.WSBC 2022&ASCE 7-16 ECEOVED
<br /> 4 _ 13.SPECIAL INSPECTION WILL BE PROVIDED FOR THE FOLLOWING WORK.(CBC CHAPTER 17 AND SECTION 107.2) SPECIFICATIONS: D SITE&GENERAL NOTES - L
<br /> 14.)PIER FOUNDATION.SPECIAL INSTRUCTION SHOULD BE PROVIDED FOR PIER FOUNDATIONS IN ACCORDANCE WITH SECTION 1705.8. 1.RISK CATEGORY:WIND SPEED: 98 MPH
<br /> 15.COMPLIANT FIXTURES"NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS,BUILDING NUMBERS OR APPROVED BUILDING 2.EXPOSURE CATEGORY.B DEC 5 2023
<br /> ` 3 - IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.THESE NUMBERS SHALL 3.SNOW LOAD: 50 PSF SHEET NUMBER: — 3
<br /> CONTRAST IN COLOR TO BACKGROUND.NUMBERS SHALL BE A MINIMUM HEIGHT OF 4"HIGH WITH A MINIMUM STROKE OF%INCH." 4.ROOF LIVE LOAD: 5 PSF CITY OF EVERETT
<br /> 16.FOR CONNECTIONS,SEE DETAIL.IF NOT SHOWN OR NOTED PROCEED AFTER CLARIFICATION BY THE ENGINEER. 6.SEISMIC DESIGN CATEGORY: Permit Services
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<br /> • 2 - 7.RISK CATEGORY:II J 0.0 - 2
<br /> 17.UNLESS NOTED OTHERWISE,DETAILS ON STRUCTURAL DRAWINGS ARE TYPICAL AS INDICATED BY CUTS,REFERENCES,OR TITLES. ^ '
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