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� <br /> a <br /> o ;��' design <br /> � ; <br /> o , <br /> N i <br /> � <br /> � <br /> Heery International Inc. <br /> 36 East Jackson Street, � <br /> Orlando, Florida 32801 ' <br /> 407.992.6300 <br /> AA 0002293 <br /> EB 0005176 <br /> SNOHOMISH <br /> COUNTY � <br /> COURTHOUSE <br /> RENOVATION <br /> RB � <br /> , N <br /> w � ' <br /> RA ,°�„ ��, o project number <br /> RC � �, Q � <br /> � � Praject Number <br /> RC � � w <br /> � �. w consultantslconstruction managers <br /> ELEV DOOR ABOVE <br /> CLR SPACE PER� <br /> ELEV MFR DWGS <br /> REACTION TABLE ' <br /> I REACTION <br /> KEY � (K) I �ESCRIPTION <br /> RA �� 52,3 CAR BUFFER <br /> RB � 47.8 CWTBAFFER <br /> NOTES: RC 3t2 � CAR SAFETY <br /> 1. ELEVATOR REACTIONS ARE BASED ON PRELIMINARY INFORMATION, �ATE� OB NOV 2076, <br /> PROVIDED 8Y THYSSENKRUP, AC7UAL REACTIONS WILL VARY BAED ON VENDOR AN� � <br /> WILL BE REVIEWED BY ENGWEER OF REGORD WHEN FINAL ELEVATOR SHOP DRAWWGS . <br /> ARE RECEIVED. <br /> 2. REACTIONSNOTEDARESERVICELEVELWITHIMPACTFACTOROF201NCLUDED. <br /> 3. PIT REACTIONS (WITHIN ANY ONE PIT) DO NOT OCCUR SIMULTANEOUSLY, UNLESS <br /> 10 ELEVATOR PIT LOAD MAP �, <br /> �- POINTLOADFROMSTAIR MAGNUSSON .. <br /> coRNeR � � � �gpsFR KLEMENCIC <br /> � TYPATCORNER - MIDHEIGHTSTAIRLANDING ASSOCIATES <br /> � <br /> l EDGE 58 PSF, TYP AT EDGE / � . <br /> � seal/signature <br /> �gS'[09 SO <br /> pN TES: �r�`t�4 oe w�s���A��FPN . <br /> R <br /> w w 1. REFER TO GENERAL NOTES, "STAIRS, ELEVATORS, AND MISCELLANEOUS - <br /> o FIELD37PSF o METALS" FORADDITIONALINFORMATION. '�, : �,� �,� <br /> r� ,� � <br /> w w p, THE PRIMARY STRUCTURE IS DESIGNED TO SUPPORT POINT LOADS BASED P�FFSs�oNp��6�'� <br /> UPON UNIFORM LOAD CORRESPONDWG WITH THE ANTICIPATED WEIGHT <br /> CORNER OF THE STAIRAS LISTED BELOW: <br /> LL = 100PSF issuedfor date <br /> a � SDL= 35PSF 90°/ CONSTRUCTION <br /> j EDGE � DOCUMENTS O4I132018 <br /> 3. THESTAIRSUPPLIERSHALLSUBMITSTAIRATTACHMENTDETAILSFOR <br /> / , � ����� �� - REVIEW AND COMMENT PRIOR TO PREPARA710N OF DETAILED STAIR item date <br /> � ' SUBMITTAL THE STAIR SUPPLIER SHALL NOTIFY THE ENGINEER IFACTUAL <br /> CORNER � <br /> ROOF PLAN SDLEXCEEDSTHELOADNOTEDABOVE <br /> 4. STAIR ATTACHMENTS SHALLAPPLY LOADS CONCENTRIC TO THE PRIMARY <br /> NOTES: Za TYP STRUCTURE. WHERE THE STAIR LOADS ARE APPLIED ECCENTRIC TO THE � <br /> . PRIMARY STRUCTURE, BRACING SHALL BE PROVIDED BY THE STAIR <br /> 1. SEE NOTES IN "COMPONENTS AND CLADDING WIND PRESSURE DIAGRAM" DETAIL. SUPPLIER. <br /> n ROOF WIND UPLIFT PRESSURE DIAGRAM n TYPICAL STAIR LOAD MAP AND NOTES <br /> I /- P = CLADDING DEAD LOAD OF 15 PSF � <br /> 1� TIMES STORY HEIGHT ABOVE UNO <br /> CONC SLAB � ON LOAD MAPS. SEE "LOAD MAP NOTES <br /> AND DESIGNATIONS" <br /> ROOF� �, /- � CLADDING <br /> . � v ATTACHMENT <br /> NOTES', i i �� �� SHALLNOTAPPLY <br /> — ' ' I \ MOMENTTOSLAB --���� - � <br /> i i <br /> 1. WIND LOADS FOR COMPONENTS AND CLADDING ARE DETERMINED IN ACCORDANCE WITH IBC 2015 SECTION i i / EDGE ' <br /> 16091ASCE7-105EC710N30.6, ANDARES7RENG7HLEVEL (VuIQPRESSURES. SCALINGTONOMINAL (Vasd) i i � \ <br /> PRESSURESMAYBEACCOMPLISHEDBYMULTIPLYINGTHEINDICATEDVAWESBY0.60. i i STEELBM � � CLADDINGHORIZONTAL - <br /> � � � LOADAPPLIEDTOSLAB <br /> 2. EXTERIORCOMPONENTSANDCLADDINGSHALLBEDESIGNEDTOACCOMMODATEWORSTCASEWINDLOADS i i ) <br /> i i / -j� CL4DDINGATTACHMENTSHALL <br /> SHOWN. ALTERNATIVELY, WIND LOADS MAY BE DETERMINED DIRECTLY FROM THE PROVISIONS OF IBC 2015 i � 47 PSF, <br /> i i � - � �% NOT APPLY LATERAL LOAD OR <br /> SECTION 16091ASCE 7-10 USING THE WIND LOAD CRITERIA NOTED IN THE "GENERAL NOTES." i i +25 PSF � MOMENTTO STL BMS. <br /> � i i TYP AT EDGE <br /> - 3. METHOD OF APPLICATION AND MODIFICATION FACTORS APPLICABLE FOR CORNERS, OVERHANGS, ETC SHALL i i ALTERNATNELY, CONTR4CTOR <br /> n' BEDETERMINEDPERASCE7-tOBYTHECLADDINGDE5IGNER. REFERTO "GENERALNOTES" FORADDITIONAL i FIELD +I- 25PSF � STEEL MAYDESIGNANDINSTALLDIAGONAL <br /> N INFORMATION AFFECTING CLAD�ING DESIGN, AND CONNECTION TO THE STRUCTURE. i i KICKER BRACE TO BRACE BOTTOM � <br /> � a i i a F�AN�E. REVI WEOD FOR PERMIT <br /> � 4. INWARD (POSITIVE) PRESSUREACTSTOWARDSTHEBUIL�INGSURFACEANDOUTWARD (NEGATNE) PRESSURE i i <br /> o ACTS AS SUCTION ON THE BUILDING SURFACE. � � NOTES: - <br /> v i i <br /> � i i sheet title <br /> � 5. PRESSURESARECALCULATEDUSINGTHEMINIMUMEFFECTNEWIN� AREA (10SQUAREFEET). i i 1. REFERTOGENERALNOTES, 'EXTERIORCLADDING" FORADDITIONAL <br /> - � � '"F°R""^T'°" LOAD MAPS <br /> 6. EDGE PRESSURES SHALL BE USED FOR A DISTANCE "a" FROM THE BUILDINGS CORNERS, WHERE "a" IS 10% � i <br /> v OF THE LEAST HORIZONTAL DIMENSION, BUT NOT LESS THAN 3 FEET. "a" IS USED FOR OUTWARD PRESSURES � i 2. STRUCTURE IS �ESIGNED FORTHE EQUIVALENT UNIFORM LOAD CORRESPONDING <br /> ONLV. i i TOTHCANTICIPATCDWEIGIITOFTHECLADDINGSYSTEM. CLADDING <br /> � i i ATTACHMENTSWILLAPPLYCONCENTRATEDLOADSTOTHESTRUCTURE. <br /> � 7. NETPRESSURETOALLPARAPETSIS96PSF. i i BASE� CONTRACTORSHALLSUBMITTYPICALCLA�DINGATTACHMENTDETAILSFOR <br /> � REVIEW AND COMMENT PRIOR TO PREPARATION OF DETAILED CLADDING <br /> 'o SUBMITTAL. <br /> a BUILDING ELEVATION sheetnumber <br /> o � � {1 � @ <br /> � 18 COMPONENTS AND CLADDING WIND PRESSURE DIAGRAM 20 CLADDING LOAD NOTES <br /> . U drewn bv JLS �checked bv BLS <br /> rv�a�m•�ya�hvi�i:,�aeo�a.m s,gn. 2�oua.aooanm� �:renu . u.Ha.r cow��oniamixnr�K ii�sm,a <br /> arqn9�mcssler�Ae Nxrylnlnnellwlln� �w pmryonlV����namainnconab�ntwlAHeMloiemawfinc � WHEN n�malimtllnce amred <br /> �rya^mm�I��xlnc ryah��pml+�'eiOmMNar�AmeJb�wwnueMabn5NvelollnryWMu�Mlv�nya�epuNaxertMwMMebqrtafwnihna�rtemenlq,aN�mpenaaLmlo, PLORFOAiFI1lL9RElH199HEEiMEP611RE694YY <br />