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<br /> CITY OF EVERETT NOV 2 9 2018
<br /> THESE DOCUMENTS HAVE NOT BEEN
<br /> REVIEWED FOR PERMIT CITY OF EVERETT - APPROVED WORKS,OR MECHANICALTHISSUAR
<br /> Permit Services �'I��;.1t11'ORKS, FIRE
<br /> A SUPPRESSION,ELECTRICAL i
<br /> GENERAL NOTES STRUCTURAL ALUMINUM PLUMBING PERMITS.
<br /> 1.THESE DRAWINGS HAVE BEEN PREPARED PRIMARILY TO SAFEGUARD AGAINST MAJOR STRUCTURAL DAMAGE AND LOSS OF LIFE, NOT 1.ALL ALUMINUM ALLOYS SHALL BE MINIMUM 6061-T6 WITH MINIMUM TENSILE YIELD STRESS
<br /> TO LIMIT DAMAGE OR MAINTAIN FUNCTION-AS PER REQUIREMENTS OF THE CURRENT ACCEPTED BUILDING CODE AS LISTED IN THE BASIS 35 KSI, U.N.O.
<br /> FOR DESIGN. 2.ALL ALUMINUM WELDS SHALL CONFORM TO CURRENT ALUMINUM SPECIFICATIONS.
<br /> 2.AN EXPERIENCED LICENSED CONTRACTOR WITH A WORKING KNOWLEDGE OF APPLICABLE CODES AND INDUSTRY ACCEPTED 3.ALUMINUM PARTS SHALL BE WELDED WITH AN INERT GAS SHIELDED ARC OR RESISTANCE
<br /> STANDARD PRACTICES SHALL PERFORM THE WORK DEPICTED IN THESE DRAWINGS. WELDING PROCESS. NO WELDING PROCESS THAT REQUIRES A WELDING FLUX SHALL BE
<br /> 3.ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE CURRENT GOVERNING BUILDING CODE AND INDUSTRY SPECIFIC USED. ONLY FILLER ALLOYS COMPLYING WITH THE GOVERNING CODE AND SPECIFICATIONS
<br /> SPECIFICATIONS AND STANDARDS. THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF ALL REGULATORY AGENCIES WITH REQUIREMENTS SHALL BE USED.
<br /> AUTHORITY OVER ANY PORTION OF THE WORK. WORK NOT EXPLICITLY SHOWN ON THESE DRAWINGS SHALL CONFORM TO ALL 4.ALL WELDS OF STRUCTURAL MEMBERS SHALL BE PERFORMED BY WELDERS QUALIFIED IN
<br /> APPLICABLE CODES AND ACCEPTED STANDARD PRACTICES. ACCORDANCE WITH THE GOVERNING CODE PROCEDURES.
<br /> 4.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND CONDITIONS ON THESE DRAWINGS WITH THE ARCHITECTURAL 5.WELDING OF ALUMINUM SHALL BE IN ACCORDANCE WITH NATIONALLY RECOGNIZED
<br /> AND ALL OTHER DISCIPLINE DRAWINGS PRIOR TO START OF CONSTRUCTION. NOTIFY ARCHITECT OR EOR IN WRITING BEFORE THE START STANDARDS.
<br /> OF CONSTRUCTION REGARDING DISCREPANCIES, OMISSIONS OR VARIATIONS,OR THEY SHALL BECOME THE SOLE RESPONSIBILITY OF 6.OXYGEN CUTTING OF ALUMINUM ALLOYS SHALL NOT BE PERMITTED.
<br /> THE CONTRACTOR. NOTES AND THE SPECIFIC DETAILS ON THESE DRAWINGS TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES , 7.WHERE ALUMINUM ALLOY PARTS ARE IN CONTACT WITH DISSIMILAR METALS(OTHER THAN
<br /> AND TYPICAL DETAILS. STAINLESS,ALUMINIZED OR GALVANIZED STEEL)OR ABSORBENT BUILDING MATERIALS LIKELY
<br /> 5.CONSTRUCTION METHODS ARE NOT INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL TO BE CONTINUOUSLY OR INTERMITTENTLY WET,THE FAYING SURFACES SHALL BE PAINTED
<br /> METHODS, SEQUENCES AND PROCEDURES OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING, OR OTHERWISE SEPARATED IN ACCORDANCE WITH THE CURRENT ALUMINUM
<br /> FORMWORK, ETC.AS REQUIRED FOR THE PROTECTION OF LIFE AND PROPERTY DURING CONSTRUCTION. SPECIFICATIONS.
<br /> g 6.OPENINGS, POCKETS, ETC. LARGER THAN 6 INCHES SHALL NOT BE PLACED IN STRUCTURAL MEMBERS UNLESS SPECIFICALLY DETAILED 8. DURING ERECTION, STRUCTURAL ALUMINUM SHALL BE ADEQUATELY BRACED AND
<br /> ON THESE DRAWINGS. WHEN DRAWINGS BY OTHERS SHOW ITEMS IN STRUCTURAL MEMBERS NOT SHOWN ON THE STRUCTURAL FASTENED TO RESIST DEAD,WIND AND ERECTION LOADS.
<br /> DRAWINGS, NOTIFY THE ENGINEER IN WRITING TO DETERMINE CORRECT DISPOSITION.
<br /> 7.SITE VISITS BY THE EOR ARE A RESOURCE FOR THE CONTRACTOR AND SHALL NOT BE CONSIDERED AS SPECIAL INSPECTIONS. FASTENERS
<br /> 8. GENERAL INSPECTION AND SPECIAL INSPECTION SHALL BE PERFORMED DURING CONSTRUCTION AS REQUIRED BY THE LOCAL 1.SCREWS SHALL BE SELF-TAPPING HEX HEAD SHEET METAL SCREWS WITH CURRENT
<br /> GOVERNING MUNICIPALITY. ICBO/ICC RATING FOR MATERIAL INTO WHICH INSTALLATION OCCURS.
<br /> BASIS FOR DESIGN 2.SCREWS WHICH ARE REMOVED SHALL BE REPLACED WITH A LARGER DIAMETER SCREW
<br /> WHERE REPLACEMENT IS MADE INTO AN EXISTING HOLE. REPLACE ALL SCREWS WHICH STRIP
<br /> 1. GOVERNING BUILDING CODE:2015 INTERNATIONAL BUILDING CODE OUT MATERIAL.
<br /> 2. RISK CATEGORY: II 3. SCREWS SHALL BE SPACED NO CLOSER THAN 5/8"O.C.AND MAINTAIN A MINIMUM FREE
<br /> 3. ROOF LOADS: EDGE DISTANCE OF 1/2", U.N.O.
<br /> DEAD LOAD=SELF WEIGHT+0.25 PSF MISC. DEAD LOAD i)1°
<br /> LIVE LOAD=5 PSF(NON-REDUCIBLE) Int.Q 4. CLIP ANGLES OR FLAT CLIPS USED FOR ATTACHMENT SHALL BE A MINIMUM OF 33 MILS,
<br /> SNOW LOAD=25 PF(MINIMUM REQIRED SNOW LOAD) � V� VP-
<br /> SNOW EDGU.N.OE DISTANCES AS NOTED ABOVE.LAT CLIPS TO MAINTAIN MINIMUM SCREW SPACING AND
<br /> 4.WIND DESIGN: �1
<br /> BASIC WIND SPEED= 110 MPH \Net 1. 11,,v SHALL HA5,ALL VE SUFFICEWS#8 IENT NT LENGTH TO ENSURE ENETRATIOND LARGER SHALL HAVE A MINIMUM DSIZE OF 5/16". ALL SCREWS
<br /> I TO ALUMINUM/STEEL BY T
<br /> WIND EXPOSURE =C 2 S© Ce'I" , i'f LEAST(2)FULL DIAMETER THREADS.
<br /> RISK CATEGORY: II •,\IB 10� I .1� 6.ALL SCREWS SHALL BE A MINIMUM OF#8 SELF-TAPPING SCREWS, U.N.O.
<br /> MEAN ROOF HEIGHT=LESS THAN 15'-0" . J 7.ALL ANCHORS INSTALLED INTO CONCRETE SHALL BE HILTI KB TZ EXPANSION ANCHORS
<br /> C - 5. SEISMIC DESIGN: �wo CO,- (ESR-1917)OR HILTI HIT-RE 500-V3 ADHESIVE ANCHORS(ESR-3814). ALL ANCHORS INSTALLED
<br /> WIND LOADS GOVERN LATERAL STRUCTURAL DESIGN. INTO CMU SHALL BE HILTI KB III EXPANSION ANCHORS(ESR-1385)OR HILTI HIT HY-150
<br /> ADHESIVE ANCHORS(ESR-1967). APPROVED EQUIVALENT ANCHORS WITH CURRENT ICBO/ICC
<br /> REPORTS MAY BE USED AT THE CONTRACTOR's DISCRETION.
<br /> 8.ALL BOLTS SHALL BE INSTALLED AS BEARING-TYPE CONNECTIONS WITH THREADS
<br /> EXCLUDED FROM SHEAR PLANE(TYPE"X"CONNECTION), U.N.O. HIGH-STRENGTH BOLTS
<br /> /� SHALL BE SNUG TIGHTENED USING ANY AISC APPROVED METHOD AND DO NOT REQUIRE
<br /> APPROVED AS N� ` SPECIAL INSPECTIONS UNLESS NOTED OTHERWISE. ALL BOLTS IN SLOTTED OR OVERSIZE
<br /> PL }!Ill) EEl { 6covt\ vv. t ,n e,_,Ato, HOLES AND ALL HIGH-STRENGTH BOLTS SHALL BE INSTALLED WITH WASHERS.
<br /> D.EVE.Li=`(!'S
<br /> ENT DEPT. SPECIAL INSPECTION
<br /> ��>> ��]N{,y� Zj _ r re" MO� �� 1.ALL REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE
<br /> r/wi7 CURRENT ACCEPTED BUILDING CODE. CHECK WITH THE LOCAL BUILDING DEPARTMENT FOR
<br /> (( REQUIRED SPECIAL INSPECTIONS.
<br /> DATE _1 -23- r� � ^ M� 2.THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE
<br /> y O>( � COMPETENCE, TO THE SATISFACTION OF THE LOCAL BUILDING DEPARTMENT, FOR THE NA
<br /> INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING
<br /> 0( SPECIAL INSPECTION.
<br /> D r r4 0-5 `JOOti 6-5 i 5i 3.THE SPECIAL INSPECTOR SHALL INSPECT THE WORK ASSIGNED FOR CONFORMANCE WITH
<br /> Rte(!! THE APPROVED CONTRACT DRAWINGS AND SPECIFICATIONS. THE SPECIAL INSPECTOR
<br /> i_An �Zj1(��111f�- SHALL FURNISH INSPECTION REPORTS TO THE LOCAL BUILDING DEPARTMENT,THE EOR AND
<br /> n're'5`3\4". �-�U" OTHER DESIGNATED PERSONS REQUIRED BY THE GOVERNING BUILDING OFFICIAL. ALL
<br /> DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR
<br /> This approval only applies to FOR CORRECTION,AND THEN IF UNCORRECTED IN A REASONABLE PERIOD OF TIME,THE EOR
<br /> the work be' g erforme ndeC AND THE BUILDING OFFICIAL SHALL BE NOTIFIED. THE SPECIAL INSPECTOR SHALL SUBMIT A
<br /> Permit #� � � .- FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS,
<br /> TO THE BEST OF THE INSPECTORS KNOWLEDGE,CONSTRUCTED IN CONFORMANCE WITH THE
<br /> and does not recognize any Permit#: 81810-031 APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE BUILDING CODE PROVISIONS
<br /> 4. INSPECTORS SHALL INSPECT FROM AN APPROVED SET OF CONTRACT DRAWINGS, SHOP
<br /> existing structure that may n Site Address: 3501COLBYAVE ,
<br /> meet Zoning Code. ---7,--; DRAWINGS SHALL NOT BE USED IN LIEU OF THE APPROVED CONTRACT DRAWINGS FOR
<br /> Owner: WHITE LEE D&PHYWS J O4 i+` -, 5.CERTIFICATE OFINSPECTION ASES.
<br /> PPROVALREGARDING MATERIALS AND INSPECTION OF PREFABRICATED
<br /> Tenant: GRENWICH BUILDING - G
<br /> App.Date: 10/23/2018 �' O ITEMS SHALL BE PROVIDED IN ACCORDANCE WITH THE CURRENT ACCEPTED BUILDING CODE.
<br /> Proposed Use: COMMERCIAL gt,
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<br /> Description: INSTALL(1)HALF ROUND CANOPY 4
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<br /> Reviewed By: Date:lIZIO/ HALF ROUND CANOPY
<br /> Office Set 10b Site et Fire/Planning Set .X=±1/4" LEE WHITE GENERAL ENGINEERING NOTES
<br /> 10.01.2018 .xx=±v16° ...,���
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<br /> RAINIER INDUSTRIES LTD �-
<br /> ANGLES=±1° �- 406237-1.1
<br /> FILENAME:P:\DTS1DEVELOPMENT\LEE WHITE1406237-HALF ROUND CANOPY\
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