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<br /> 15200 52nd Ave. South
<br /> as Suite 300
<br /> Seattle,WA 98188
<br /> Phone 206.766.8300
<br /> CRITERIA: STATEMENT
<br /> STAT MENT OF SPECIAL INSPECTIONS (STRUCT , AL): ARCHITECTURE
<br /> INTERIOR DESIGN
<br /> 1 . ALL MATERIALS, WORKMANS=IP, DESIGN, AND CONSTRUCTION 5-ALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE 13. STATEMENT OF SPECIAL INSPECTIONS - STRUCTURAL ITEMS (SEISMIC DESIGN CATEGORY D) : Greg L.Allwine,AIA
<br /> INTERNATIONAL BUILDING CODE ( IBC) WIT- WAS I INGTON STATE ADMINISTRATIVE CODE AMENDMENTS, 2015 EDITION. Jeffrey A.Williams,AiA
<br /> DEFINITIONS:
<br /> 2. DESIGN LOADING CRITERIA: T-E SEISMIC =ORGE RESISTING SYSTEM FOR T-IS STRUCTURE CONSISTS PRIMARILY OF SEAR WALLS, ®LOOK/ROOF PIAP-RAGMS, JC • U G H L
<br /> AND STRUT vEMBERS AS SPECIFIED ON T-E DRAWINGS, SEE T-E LEGEND OF PLAN SHEETS FOR ADDITIONAL INFORMATION PORTER
<br /> RISK CATEGORY IBC TABLE 1604.5 II DEFINING MEMBER LOCATIONS.
<br /> ROO' SNOW LOAD 25 PSF ( I 5 f 1 .0)
<br /> FLOOR LIVE LOAD (REC CENTER) 100 PS SPECIAL INSPECTIONS AND TESTING 5-ALL BE PERFORMED BY THE OWNER APPOINTED INSPECTION AGENCY IN ACCORDANCE WITH
<br /> FLOOR LIVE LOAD (RESIDENTIAL UNITS) LO RSF C APTER 11 OF T-E IBC WIT REPORTS PER IBC SECTION 1104.2.4 SUBMITTED TO T-E OWNER, ARC-I TECT, STRUCTURAL SEATTLE,I A 9810 a SUITE goo
<br /> WA 98 f(14
<br /> FLOOR LIVE LOAD (COMMON USE/PUBLIC BALCONIES AND DECKS) . SAME AS OCCUPANCY SERVED ENGINEER, CONTRACTOR, AND BUILDING OFFICIAL FOR EAG6 DAY SPECIAL INSPECTIONS OR TESTING IS PERFORMED, THESE
<br /> FLOOR LIVE LOAD (PRIVATE BALCONIES AND DECKS) 60 PSF INSPECTIONS ARE IN ADDITION TO ThE INSPECTIONS SPECIFIED IN IBC SECTION 110. SEE TABLES BELOW FOR ADDITIONAL FP
<br /> : 2O6/343-5691
<br /> FLOOR LIVE LOAD (RESIDENTIAL CORRIDORS) 40 PSF ( 100 PS' AT PUBLIC ROOMS AND CORRIDORS) INFORMATION.
<br /> STAIR LIVE LOAD . . . . . . . . . . . . . . . . . . . . . 100 PSF A CONSULTING
<br /> GUARDRAILS/BALCONY RAILS 50 PLF OR 200 LB CONCENTRATED LOAD STRUCTURAL ITEMS SPECIAL INSPECTION FREQUENCY IBC REFERENCE
<br /> ENGINEERING CORPORATION
<br /> MEC ANICAL UNITS WEIGHTS FURNISFED BY MANUFACTURER
<br /> STRUCTURAL STEEL =ABRICATION,ERECTION, AND NONDESTRUCTIVE TESTING*
<br /> EART-QUAKE (NEW BUILDING DESIGN) SEISMIC DESIGN CATEGORY D SPECIAL INSPECTION AND NONDESTRUCTIVE TESTING FOR STRUCTURAL STEEL 5-ALL BE IN ACCORDANCE WIT- THE QUALITY 0 ' J
<br /> S s = I .26, Sim 0.48, 5 f a m O.84, Sp 0,461 ASSURANCE (QA) I NSPECT I O\ REQUIREMENTS OF AISC 360-10 CHAPTER N. CONTINUOUS INSPECTION 5-ALL BE PERFORMED AT P ,;.>�VP-ov"wAs !a _
<br /> LIG=T FRAMED WOOD STUCTURAL 5-EAR PANELS TASKS DEFINED IN AISC 560-10; PERIODIC INSPECTION SHALL BE PERFORMED AT 'OH TASKS DEFINED IN AISC 560-10. �i ,�„ i,
<br /> R o 6.5, ® � 2.5, I I .0 .,
<br /> DESIGN STORY DRIFT F0,02 * - CONCRETE (SEE GENERAL STRUCTURAL NOTE 1'1 FOR ADDITIONAL REQUIREMENTS) ** t,. _ „, , , m .~
<br /> REINFORCING PLACEMENT PERIODIC AND PRIOR TO ALL CONCRETEYar,
<br /> POURS TABLE 1105.5 ITEM 1 ,�, s �
<br /> WIND 110 NPR, EXPOSURE HB° Iyim 1 ,0, K�S= 1 . 10 A`C-OR BOLT PLACEMENT PERIODIC AND PRIOR TO ALL CONCRETE POURS TABLE 1105.5 ITEM 5 � _%
<br /> CONCRETE PLACEMENT*** CONTINUOUS TABLE 1105.5 ITEM 5,641 "'"'''-4.?anila.;> OG1/25/16 '
<br /> WIND (CLADDING/ENCLOSURE ELEMENT DESIGN PRESSURES) 30/18 PSF MAX. AT WALLS (LR=D/A50) CURING 4 FORMWORK PROCEDURES PERIODIC TABLE 1105.E ITEM 8, 11412
<br /> L6/25 PSF GROSS UPLIFT AT ROOF (LR=D/A5D)
<br /> WIND PRESSURES BASED ON LESS THAN 10 SQUARE FOOT TRIBUTARY AREAS NEAR WALL CORNERS OR ROOF EDGES (EXCLUDING WOOD
<br /> CORNER ZONES AT ROOF) , REDUCED DESIGN PRESSURES MAY BE CALCULATED IN ACCORDANCE WIT- ASCE 1-10 GRAFTER 50. FASTENERS, BOLTS, STRAPS, PERIODIC OR CONNECTIONS OF ALL MEMBERS 0= 1105. 1I . 141105. 12.2****
<br /> HOLDOWNS, ETC. ThE SEISMIC AND WIND FORCE RESISTING SYSTEM
<br /> SEE DRAWINGS FOR ADDITIONAL LOADING CRITERIA INCLUDING DIAPHRAGMS, 5-EAR WALLS,
<br /> STRUTS, 4 =OLDOWNS
<br /> 3. STRUCTURAL DRAWINGS BALL BE USED IN CONJUNCTION WIT= ARCmITECTURAL DRANI\GS AND ALL OTHER CONTRACT DOCUMENTS
<br /> 'OR BIDDING AND CONSTRUCTION. CONTRACTOR 5-ALL VERI=Y DIMENSIONS AND CONDITIONS 'OR COMPATIBILITY AND SHALL RREFABRICATD CONNECTOR REVIEW OF TEMPORARY AND PERMANENT 1105.5.2ii
<br /> NOTIFY ARC-ITECT OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. IT IS T-E CONTRACTOR'S RESPONSIBILITY TO COORDINATE PLATE WOOD TRUSSES INSTALLATION BRACING FOR SPANS > 6OFT m
<br /> BUILDING LAYOUT DIMENSIONS (GRID LAYOUTS, SITE COORDINATES, ETC.) AMONGST ALL TRADES, INCLUDING SOP FABRICATED
<br /> ITEMS. EXPANSION BOLTS 4 INSERTS PERIODIC INCLUDING TORQUE TESTS IN ACCORDANCE TABLE 1105.5 ITEM 4 . .
<br /> WIT- APPROVED IGG-ES REPORTS
<br /> 4. CONTRACTOR 5=A_L PROVIDE TEMPORARY BRACING, BOTh FOR VERTICAL LOADS AND LATERAL STABILITY, FOR T-E STRUCTURE
<br /> AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS -AVE BEEN COMPLETED IN ACCORDANCE NIT- ThE DRAWINGS. EPDXY GROUTED RODS OR REBAR PERIODIC INCLUDING INSPECTION OF EMBEDMENT TABLE 1105.3 ITEM 4,
<br /> DEPT- AND -0LE CLEANLINESS PRIOR TO ALL ACI 318-14 SECTION 11.8
<br /> 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SA'ETY PRECAUTIONS AND THE METODS, TECHNIQUES, SEQUENCES OR PROCEDURES INSTALLATIONS
<br /> REQUIRED TO PERFORM ThE WORK.
<br /> SOIL COMPACTION CONTINUOUS 1105.E
<br /> 6. CONTRACTOR-INITIATED GRANGES SHALL SE SUBMITTED IN WRITING TO T-E ARCHITECT AND STRUCTURAL ENGINEER FOR
<br /> APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. GRANGES SOWN ON S-OP DRAWINGS ONLY WILL NOT SATISFY THIS ** EXCEPTIONS 1 T-RU 5 PER IBC SECTION 1105.3 SHALL NOT APPLY TO CONCRETE WORK ON T-IS PROJECT.
<br /> REQUIREMENT. *** FREQUENCY OF CONCRETE LABORATORY TESTING SHALL BE IN ACCORDANCE HIT- ACI 518-14. SECTION 26. 12.2 UNLESS
<br /> OTHIERNISE NOTED IN T-E PROJECT SPECIFICATIONS. 0
<br /> 1. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED **** T-E EXCEPTION FOR S EAThING ®ASTENED AT A SPACING GREATER THAN "O BALL NOT APPLY TO WOOD OR METAL
<br /> BUT ARE OF SIMILAR CHARACTER TO DETAILS SOWN, SIMILAR DETAILS OF CONSTRUCTION 5-ALL BE USED, SUBJECT TO REVIEW FRAMING ON THIS PROJECT. fSSUlnDATE: Igsu Date ,
<br /> AND APPROVAL BY T-E ARCHITECT AND T-E STRUCTURAL ENGINEER.
<br /> SEISMIC DESIGN REQUIREMENTS PERIODIC SPECIAL INS°ECTION
<br /> S. ALL STRUCTURAL- SYSTEMS COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY T-E SUPPLIER DURING ARCH, MEC-, 4 ELEC ITEMS (ASCE 1-10 CRAFTER 15) AS SPECIFIED PER I5G C-APTER 11
<br /> MANUFACTURING, DELIVERY, -ANDLING, STORAGE AND ERECTION IN ACCORDANCE WIT- INSTRUCTIONS PREPARED BY T-E SUPPLIER.
<br /> SUSPENDED CEILINGS ASCE 1-10 SECTION 13.5.6 INSPECTIONS PER IBC SECTION 110 AND
<br /> 1. SEISMIC BRACING AND/OR GRAVITY SUPPORT AND ANCFORAGE OF AL- MEG-ANICAL OR ELECTRICAL EQUIPMENT 5-ALL BE ASCE 1 13,5.6.2.2 AS REQUIRED
<br /> DESIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN T-E STATE 0= WAS INGTON, EXCEPT FOR ELEMENTS SPECIFICALLY SOWN
<br /> AND DETAILED ON T-E STRUCTURAL DRAWINGS. T-E MEC-ANICAL/ELECTRICAL CONTRACTOR MUST -IRE T-E ENGINEER AND IS PARTITION WALLS ASCE 1-10 SECTION 13.5.8 REQUIRED DURING ERECTION AND FASTENING
<br /> RESPONSIBLE FOR ALL COSTS RELATED TO T-E PURC-ASE AND INSTALLATION OF NECESSARY SUPPORTS, BRACING AND ANC-ORAGE. FOR WALLS > 15 P5= ( IBC 1105. 12.5) ,
<br /> SEISMIC BRACING AND ANCHORAGE DESIGN AND CONSTRUCTION SHALL COMPLY WIT- CHAPTER 13 OF ASCE 1-10. SEE GENERAL 0
<br /> STRUCTURAL NOTE 15 OR ADDITIONAL INFORMATION. ALL OT-ER MEC-ANICAL AND ASCE 1-10 SECTION 15.6 NOT REQUIRED
<br /> ELECTRICAL CO PONENTS
<br /> 10. SOP DRAWINGS FOR REINFORCING STEEL (FOR BOTh CONCRETE AND MASONRY CONSTRUCTION) , STRUCTURAL STEE,, GLUED
<br /> LAMINATED MEMBERS, AND CONNECTOR PLATE WOOD ROOF TRUSSES BALL BE SUBMITTED TO T-E ARC H TEGT AND STRUCTURAL STRUCTURAL OBSERVATION IN ACCORDANCE WIT- IBC SECTION 1104.6 MILL BE PERFORMED BY T-E STRUCTURAL ENGINEER OF
<br /> ENGINEER FOR REVIEW PRIOR TO =ABRICATION OF THESE ITEMS. RECORD DURING CONSTRUCTION AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE STRUCTURAL SYSTEM. SHEET INDEX MAIL KIOSK 2
<br /> STRUCTURAL OBSERVATION CONSISTS 0= VISUAL OBSERVATION FOR GENERAL CONFORMANCE TO T-E CONSTRUCTION DOCUMENTS AND
<br /> 11 . 5-OP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY T-E ENGINEER OF RECORD, AND T-EREFORE MUST DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR T-E INSPECTIONS REQUIRED BY SECTIONS 110, 1104, OR OTHER 51.01 GENERA, STRUCTURAL NOTES
<br /> BE VERIFIED BY THE CONTRACTOR. THE CONTRACTOR 5-ALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF SECTIONS OF T-E IBC. S tO2 GENERAL. STRUCTURAL NOTES
<br /> RECORD. SUBMITTALS 5-ALL INGJUPE A REPRODUCIBLE AND ONE COPY. T-E REPRODUCIBLE 5-ALL BE MARKED AND RETURNED. �10�� GENERAL STATEMENT OF RESPONSIBILITY: CONTRACTOR SHALL SUBMIT A WRITTE\ STATEMENT Oe RESPONSIBILITY IN STRUCTURAL NOTES C , '
<br /> S-OP DRAWING SUBMITTALS PROCESSED BY T-E ENGINEER ARE NOT CRANGE ORDERS. THE PURPOSE OF S-OP DRAWING SUBMITTALS ACCORDANCE NIT- IBC SECTION I104.1- TO ThE BUILDING O"=ICIAL AND OWNER RRIOR TO CONSTRUCTION ACKNOWLEDGING T-E QD£
<br /> BY THE CONTRACTOR IS TO DEMONSTRATE TO T-E ENGINEER ThAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT BY SPECIAL REQUIREMENTS CONTAINED IN T-E STATEMENT OF SPECIAL INSPECTIONS. 52.21.1 MAIL KIOSK OU D TI®N ® FRAMING PLANS
<br /> INDICATING WHIC- MATERIAL IS INTENDED TO BE =URNIS=ED AND INSTALLED AND BY DETAILING T-E INTENDED FABRICATION AND
<br /> - INSTALLATION MET-ODE. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SOP DRAWING SUBMITTALS AND THELi
<br /> CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER 5-OP DRAWING SUBMITTALS ARE PROCESSED BY T-E ENGINEER, 53.01 TYPICAL FOUNDATION DETAILS •k• `�
<br /> api T-E DESIGN DRAWINGS AND SPECIFICATIONS 5-ALL CONTROL AND SHALL BE FOLLOWED. 6EOTECHNIG L© itt 55.02 FOUNDATION PETALS 0)
<br /> 5;I 12. DEFERRED SUBMITTALS, SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN T-E STATE OF WASINGTON, THE COMPONENT 14. FOUNDATION NOTES: SUBGRADE PREPARATION INCLUDING DRAINAGE EXCAVATION, COMPACTION AND FILLING REQUIREMENTS,
<br /> DESIGNER 5-ALL BE A REG I STI tRED STRUCTURAL ENGINEER IF iREQU I RED BY THE BUILDING O=F I C I AL OF T-E LOCAL 5-ALL CONFORM STR I GTLY HIT- RECOMMENDAT I ON5 G I VE N IN T-E SOILS REPORT OR AS D I GTED BY THE GEOTECHN I CAL 56.01 TYPICAL VNOOD FRAMING 111 1G DETAILS 1 '� `�'
<br /> � JURISDICTION. BUILDING COMPONENT SUBMITTALS SHALL INCLUDE TEE DESIGNING PROFESSIONAL ENGINEER'S STAMP, AND SHALL ENGINEER, FOOTINGS SHALL BEAR ON FIRM, COMPETENT NATIVE SOIL, RFCOMPACTED FILL OR NATIVE SOIL, OR NEW STRUCTURAL � � � � �BE APPROVED BY T-E COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY T-E ENGINEER OF RECORD FOR LOADS IMPOSED ON T=E FIL� AT LEAST 18 BELOW LOWEST ADJACENT FINISHED GRADE. BACKFILL BEHIND ALL RETAINING WALLS WIT- FREE DRAINING 1E.
<br /> II- �. s w ,
<br /> BASIC STRUCTURE. T-E COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE INCLUDING ACCOMMODATION FOR GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE AS NOTED IN T-E GEOTEC-NICAL REPORT. ¢ U
<br /> 0 STRUCTURAL DISPLAGEMENT PER ASCE 1-10 SECTION 15.5.2. AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ®4'r q ® �
<br /> � m
<br /> ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. DEFERRED SUBMITTALS 5-ALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS ALLOWABLE SOIL PRESSURE 2,500 PSF ® � �
<br /> IMPOSED ON BASIC STRUCTURE. DESIGN CALCULATIONS 5-ALL BE INCLUDED IN T-E SUBMITTAL. T-E CONTRACTOR 5-ALL LATERAL EART- PRESSURE (RESTRAI\ED/UNRESTRAINED) 35 PCF/ 50 PCF
<br /> FORWARD DEFERRED SUBMITTALS TO T-E BUILDING OFFICIAL Al-ERE REQUIRED. SOIL PROFILE TYPE SITE CLASS D
<br /> PROJECT* S182046-03
<br /> T-E FOLLOWING BUILDING COMPONENTS 5-ALL BE DEFERRED SUBMITTALS FOR T-IS PROJECT: GEOTEG=LAICAL REPORT REFERENCE: HEART- SOLUTIONS NW, PROPOSED RESIDENTIAL APARTMENT COMPLEX, 1602-1626 EAST
<br /> MARINE VIEW DRIVE, EVERETT, WAS-INGTON, PROJECT #ESa415S.O5 AGUGUST 1, 2011. DRAWN BY. JAI
<br /> PRECAST STAIR TREADS �
<br /> SEISMIC -OLD-DOWN SYSTEM (SEE NOTE 56) CHECKED BY: CMP
<br /> 9 PREFABRICATED CONNECTOR PLATE WOOD ROOT TRUSSES (SEE NOTE 52)
<br /> ,- GENERAL
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<br /> STRUCTURAL NOTES '
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<br /> 2 PERMIT 9/28/18
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