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HomeMy WebLinkAboutS-002 - LOADING DIAGRAMSm RELEASED FOR CONSTRl1CTI0N Su6jec� �o compliance with all regula�ions of Sla�e antl Local Codes City of Carmel �i `��¢m�' lamn�Ml1 � onrE: 11 /19/19 : P�+P�=64PSF � ....... . ... . .... . . •..... .. ... .. .... .......,. \I `� . � / .�. P,�=16PSF �. ... P�,� � P� = as PSF 8. p P.,�= � e PSF � P��=�ePSF , �. P�,��P�=asPSF ...,i8 _.°.'•: / Pr„+P..=6dP5F r� • � �� � � \.. .. .. ... .. .. .. � .. .... ... . .. .. .. .. �. � Prn=ifiPSF :j. P�,��P�=asasF— —a�s=�ePSF 8 0" • � P,��=isPSF R 4._0 � � Pr�, P�= �a PSF � i P�,i = 16 PSF � Pr,i � Pe = 64 PSF P�, . P�=� PSF � i.� � % �'. P�,r-isPSF ����. �. a�,� � a� = ae asF I : Fca�P�=64PSF � � � Pc=i+P.=53P5F . �� '�. �—P�i=16PSF �� � ar,�=�easF a o I' �. P�.�=isPSF PWi=16PSF —PWi i P�=A9 PSF � '.� �- Pn+P�=64P5F ar,�=,easF � .-ar,��a�=�asF . �. �. a o� / . . . . . . � Pea+P�=51 PSF �/ '�. P�a=isPSF '�. . . /���}�xX�<��>�x��}� . . . . . . �. . � � � P��,� • P� as PSF , a�,� - is asF ,, . 6 0 j � . . . . . . . . . . . . —P�,i+P�=aaPSF . . . . . . . P�e-16PSF P�,i.P�=a9PSF 8'- 0 ♦5' 0 5 0 � II t` P�a=16P5F • ' r� I. �, I�.,.,..�Pe,i�P:=34PSF.—f� .� ...—Pesi=lfiPSF .. . Pn,i=16PSF . '� '�. '. �. ...... • ' �'. '. Pesi�P�=48P5F� �l = � � . Pn=16PSF I '. � � �� ..—. P,i�P�=82PSF � . � . P,i=16PSF �.... � Pe,i•P� 42PSF �� m � � �� � � _�� � � I � � Pni=16P5F . .. ... _ _ � Pe,i 1APSF � ' ; Pos=�BPSF �� � �� � �.... P�a•P�=66PSF �. '. I i .._._. . ._._._ __._.. ♦�_..._. ._._... ._._._ ...� �. �.. � '. �. ` Pea+P�=fi2PSF � ' •�� .__._. _—_._ —__.. � . ��i . . . . ♦ _._. ._._._ ..__._ ....... y._o. y._oi� �� P�,�P�-aaPSF ♦��Jr ,♦��• P�,i•P�-33P5F-�� , , � P�a•P�-33P5F Pe: ,6PSF �I P�.�.P�-33PSF 2 SNOW DRIFT PLAN SCALE: 1 /i 6" = 1'-0" I � I � / coRNER ZONE 3�i� � � ENDZONE (2! � � � I /� / I / END ZONE 2' IMERIOR ZONE �,. 1 WIND UPLIFT PLAN SCALE: 1/i6" = 1'-0" WIND DESIGN LOADS � ensicwiNosaeeo�. +saMan�mReesecoNocust� E%POSURECATEGORV' C IMERNALPRESSURECOEFFl �60.18 RISK CATEGORV'. III GROSS PRESSURE (PSF) REPRESENT ULTIMATE (LRFD) LOADS / oEno �ono oF iaasF Mnv eE usEo ro oErERMiNE NEr uPu�r EFFECTIVEAREAIOSF (ROOF�1/991 (WALL6/51 30'MEANROOFHEIGHT 35I59IBA 35143 EFFECTIVE AREA'. 20SF 30'MEANROOFHEIGHT 35I5304 34I40 EFFECTNE AREA�. 50SF 30'MEANROOFHEIGHT 33/45/54 3113] EFFECTIVE AREA'. t00SF 30'MEANROOFHEIGHT 31138I38 30/34 TABULATE�PRESSURESFORZONE9SHALL BE INCREASE� 15%AT ROOF OVERHANGS X � I � 2218 BRVAN STREET. SUITE 200 DALLAS.TX ]5201 www.perklruwilLcom CONSULTANTS GIVIL AMERICANSTRUCTUREPOINTINC. �zsa snnoE�nNo srnrioN INDIANAPOLIS, IN a625G STRUCTURAL STANTEC 6080 TENNVSON PARKWAV, SUITE 200 PLANQ. TX ]5024-6003 MEP $WA$$��IATE$ 1I00 PACIFlC AVE SUITE 2100 DALLAS. TX ]5201 LANOSCAPING AMERICANSTRUCTUREPOINTINC. �iso sHnoe�nNo srnrioN woinNnaous. w aszss FOOD SERVIGE BOSMA DESIGN SOLUTIONS, INC. ssai �oNc PRniRiE Ro. suirE im-�z� F�owea MouNo, rx �soss GONTRAGTOR MEYER NAJEM `�...oP�W w. M�",. c P? Q�G�STEqF;o O,f �i = ; PEf19pW5Y ; � �,q�'•, STAiEOf jQ � �:,'b.�`:'.�ar.N:%��W ,: 'oe'�an��6eA ,. "�n�nnimuo�a°� �L w �iJPt_ /5 AYG Zpl7 0 712 512 01 9 PROJECT FACILITY: rn o INDIANAPOLIS � REHABILITATION ao HOSPITAL � PENNSYLVANIASTAND � CITYCENTERDR F CARMEL, INDIANA46033 U � � DEVELOPER: f N � WB DEVELOPMENT � PARTNERS � 4441 WAIRPORT j FREEWAY, SUITE 330 N IRVING, TX 75062 — KEYPLAN .m 1 — � ISSUE CHART MARK ISSUE �ATE JOBNUMBER 2221.10�.86 DRAWN AM CHECKE� RZ APPROVED AM TITLE LOADING DIAGRAMS SHEETNUMBER �'��I�T+�