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SHOP DRAWINGS <br /> ROOF <br /> SHOP DRAWINGS FOR REINFORCING STEEL AND STRUCTURAL STEEL SHALL BE � <br /> SUBMIITED FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. � � <br /> I I <br /> THE CONTRACTOR SHALL SUBMIT CONCRETE WALL ELEVATION DRAWINGS OF AT � � <br /> LEAST 1/8" = 1 '-0" SCALE INDICATING LOCATIONS OF CONNECTION EMBEDMENTS j j +20 PSF <br /> AND WALL OPENINGS FOR REVIEW PRIOR TO CONSTRUCTION. THE CONTRACTOR ' <br /> I I —27 PSF <br /> SHALL COORDINATE WITH REINFORCEMENT DRAWINGS. I I TYP AT EDGE <br /> � FIELD f22 PSF � <br /> DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD; I I <br /> THEREFORE, TNEY SHALL BE VERIFIED BY THE CONTRACTOR. THE CONTRACTOR <br /> 5'-2" 5�_ �> <br /> SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY THE ENGINEER OF I I <br /> RECORD. THE CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE I I <br /> MEANS, METHODS, TECHNIQUES, SEQUENCES, AND OPERATIONS OF CONSTRUCTION, � I . <br /> AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. � ( <br /> SUBMITfALS SHALL INCLUDE ONE REPRODUCIBLE AND ONE COPY; REPRODUCIBLE � � BASE <br /> WILL BE MARKED AND RETURNED. <br /> SHOP DRAWING SUBMITfALS PROCESSED BY THE ENGINEER ARE NOT CHANGE <br /> ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS <br /> TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE <br /> DESIGN CONCEPT, BY INDICATING WHICH MATERIAL IS INTENDED TO BE NOTES: <br /> FURNISHED AND INSTALLED, AND BY DETAtLING THE INTENDED FABRICATION AND <br /> INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS 1 . WIND LOADS FOR COMPONENTS AND CLADDING ARE DETERM�NED IN ACCORDANCE WITH IBC 2012 SECTION 1609 / ASCE 7-10 SECTION 30.6, AND ARE STRENGTH <br /> BETWEEN SHOP DRAWtNGS SUBMITTALS AND THE CONTRACT DOCUMENTS ARE LEVEL (Vult) PRESSURES. SCALING TO NOMINAL (Vasd) PRESSURES MAY BE ACCOMPLISHED BY MULTIPLYING THE INDICATED VALUES BY 0.60. <br /> DISCOVERED EITHER PRIOR TO OR A�fER SHOP DRAWING SUBMITTALS ARE <br /> PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS 2, EXTERIOR COMPONENTS AND CLADDING SHALL BE DESIGNED TO ACCOMMODATE WORST CASE WIND LOADS SHOWN. ALTERNATIVELY, WIND LOADS MAY BE DETERMINED <br /> SHALL CONTROL AND SHALL BE FOLLOWED. DIRECTLY FROM THE PROVISIONS OF IBC 2012 SECTION 1609 / ASCE 7-10 USING THE WIND LOAD CRITERIA NOTED IN THE "GENERAL NOTES." <br /> SHOP DRAWINGS FOR DEFERRED SUBMITrALS THAT ARE DEFINED AS DESIGN—BUILD 3. METHOD OF APPLICATI�N AND MODIFICATION FACTORS APPLICABLE FOR CORNERS, OVERHANGS, ETC SHALL BE DETERMINED PER ASCE 7-10 BY THE CLADDING <br /> COMPONENTS IN THE CONSTRUCTION DOCUMENTS SHALL INCLUDE THE DESIGNING <br /> PROFESSIONAL ENGINEER'S STAMP FOR THE JURISDICTION WHERE THE PROJECT DESIGNER. REFER TO "GENERAL NOTES" FOR ADDITIONAL INFORMATION AFFECTING CLADDING DESIGN, AND CONNECTION TO THE STRUCTURE. <br /> IS LOCATED AND SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO <br /> CURSORY REVIEW BY THE ENGINEER OF RECORD FOR LOADS IMPOSED ON THE 4. INWARD (POSITIVE) PRESSURE ACTS TOWARDS THE BUILDING SURFACE AND OUTWARD (NEGATIVE) PRESSURE ACTS AS SUCTION ON THE BUILDING SURFACE. <br /> BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE <br /> CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT 5. PRESSURES ARE CALCULATED USING THE MINIMUM EFFECTIVE WtND AREA (10 SQUARE FEET). <br /> ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. SHOP DRAWINGS SHALL INDICATE <br /> MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE. 6. EDGE PRESSURES SHALL BE USED FOR A DISTANCE "a" FROM THE BUILDING'S CORNERS, WHERE "a" IS 10� OF THE LEAST HORIZONTAL DIMENSION, BUT NOT LESS <br /> DESIGN CALCULATIONS SHALL BE INCLUDED IN THE SUBMITfAL. THAN 3 FEET. "a" IS USED FOR OUTWARD PRESSURES ONLY. <br /> STRUCTURAL OBSERVATION 7. NET PRESSURE TO ALL PARAPETS IS 52 PSF. <br /> THE ENGINEER OF RECORD SHALL PROVIDE VISUAL OBSERVATION OF THE <br /> SPECCFICATO SYSATMSIGN�IFICANTECON TRUCOT ON N TAGEOS ANo A PR°EE° P�,NS AN° C� M P 0 N E�ITS A�J D C �AD D I �I G W I �l D P R ES S U R E D IAG RAM � <br /> COMPLETION OF THE STRUCTURAL SYSTEM. STRUCTURAL OBSERVATION DOES NOT SCALE: NTS S2D <br /> INCLUDE OR WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY � <br /> IBC SECTIONS 110, 1704, OR OTHER SECTIONS OF THE INTERNATIONAL <br /> BUILDING CODE. STRUCTURAL OBSERVATION REPORTS SHALL BE ISSUED TO THE <br /> OWNER, ARCHITECT, CONTRACTOR, AND BUILDING OFFICIAL AT SIGNIFICANT LOAD MAP KEY <br /> CONSTRUCTION STAGES. �--� �--� <br /> T Ta4 U Uo6 � E1 <br /> _ _ _ _ _ _ � NUMBER INDICATES SUPERIMPOSED DEAD LOAD MARK <br /> LETTER INDICATES LIVE LOAD MARK <br /> I I I I I <br /> #� INDICATES CLADDING LOAD IN POUNDS PER SQUARE FOOT OF SURFACE AREA. <br /> SEE "CLADDING LOAD NOTES" DETAIL AT THE END OF LOAD MAPS. <br /> coRN�R �IVE �OAD �LL� DESIGNATIONS �Lables� <br /> CORNER 9, —55 PSF, <br /> TYP AT CORNER � � <br /> EDGE 9, —37 PSF, TYP AT EDGE LL LIVE LOAD <br /> — — — — — — 2 a 7 MARK USE (PSF) <br /> A ROOF 25 SNOW <br /> 209 <br /> — — 3 SUPERIMPOSED DEAD LOAD �SDL� DESIGNAT ONS (Lables� <br /> i � � � i <br /> TOTAL CEILING/MEP SPECIAL <br /> � FIELD 9, —22 PSF o SDL SDL LOAD LOAD SPECIAL <br /> � w MARK TYPE (PSF) (PSF) (PSF) DESCRIPTION <br /> w A1 <br /> 1 ROOF 15 9 6 ROOFING MATERIAL <br /> (�OTES <br /> i i � � i <br /> 1 . LIVE LOADS MARKED (R) ARE REDUCIBLE IN ACCORDANCE WITH THE BUILDING CODE. <br /> CORNER <br /> CORNER 2. SUPERIMPOSED DEAD LOADS ARE IN ADDITION TO THE SELF—WEIGHT OF THE STRUCTURE. <br /> EDGE � � <br /> — ^ — _ - — � ° U 3. SEE FRAMING PLANS FOR DESIGN LOAD OF SPECIFIC ITEMS SUCH AS ELEVATORS, <br /> ESCALATORS, AND MECHANICAL/ELECTRICAL EQUIPMENT. <br /> g�—o�� _ � _ � _ � _ � _ � _ 4 <br /> T`(P <br /> NOTES: � <br /> 1 . SEE NOTES IN "COMPONENTS AND CLADDING WIND PRESSURE DIAGRAM" DETAIL. <br /> O <br /> R 0 0 F W I N D U P L I FT P R ES S U R E D IAG RAM ��2 R 0 0 F �OAD MAP �� MAGNus soN St����ra,+�,���E�9,�ge�5 <br /> SCALE: 1�8" = 1 '-0" S2D SCALE: 1�8" = 1 '-0" S2D O �301FlNhAvenue,Suite32Q0 <br /> �� �� KL E ME N C I C �� Seattle Washington 98101•2699 <br /> ASSOCIATES ■ T:2062921200 F:2062921201 Q <br /> 0 <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE `� <br /> 1CK T, ACCEPTABILITY M. KUBICKA 11.19.15 W2829162 B 05.24.16 "'• <br /> � oF ���sf,,�( THIS DESIGN AND/OR �H_� o GENERAL NOTES AND LOAD MAPS <br /> - 40-092 BUILDING EXPANSION W2829162 MKA P.T. RYAN 11.19.15 �' � <br /> `��w Nc�.y SPECIFICATION IS APPROVED P.T. RYAN 11.19.15 SHEEf o <br /> A 40-092 BUILDING EXPANSION W2829162 MKA P.T. RYAN 01.21,16 BOE,��� �' � � � APPROVED BY DEPT. QATE G. FRANCO 11.19.15 TITLE 40-092 BUILDING EXPANSION � <br /> CHECKED S 2 D � <br /> B 40-092 BUILDING EXPANSION W2829162 MKA P.T. RYAN 05.24.16 P.T. RYAN 11.19.15 /� Q �, <br /> � G�, z3�s6 �,� APPROVED B U I LD I N G TO�O�J� JOB N0. COMP N0. <br /> °� T�RA�E�� w W2829162 <br /> ��SIONAL E�G�� APPROVED DWG N0. � <br /> STRUCTURAL MASTER EVERETT, WA 40-092—S2D <br />