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DE�I �� � � ITE�IAt ��� P � ES��R ��� �
<br /> �. ������ �E�� ����
<br /> �O�F __________________________�-1� PSF
<br /> DESI�N ��}L�.ATERAI. LOA� {Nt�T FQ� UPLIFT RESI�TANCE} ,
<br /> RQ�F.--________________________.�_--2� PSF
<br /> DESI�N LIVE ��A�S: REFE�E��E AS�E 7-10
<br /> RC�{�F-____________________________ 2� PSF �REDU�IBL��
<br /> �Q4F (C�N�ECJTE�ATE�} __..__�______________ 20Q0 LBS {NQT �Q�CU��ENT}
<br /> SLA� (�N GRADE -_____________________ �{}0 PSF � --
<br /> 2. MO�ORAiL �RANE :
<br /> �. ��} � �rc�� ���sT a� ���� �c�o� ��s wr��i���r���.
<br /> 3. S�ECIAL EQU1�'ME�T LC�A�S:
<br /> �1ANl�FACTlJRE� AND DE�I�I� WEI�i�T OF ME�HA�I�AI. aND ELECTRICAL
<br /> EQU1PMEf�T (S A� FQLLC�WS, fi�t��`IFY STRt�CTURAL ENGINEER IF
<br /> MANIJFA�T�JRER C?R Nl�I�HT VARY FROM F'ARAMETER� BELOW:
<br /> a. MECNANI�A� EQUI�M�I�T
<br /> � . R�4F TOP ��MPRESSE� AIR TA�lK = 23,��� Ibs � � 2
<br /> �, DE51�N SNC}W �.t�AD: REFERE��E -- ��CE 7-1�
<br /> �
<br /> GRQUN� S�+�UV L�AD ____�._______________ �p pSF -�-i� � a�
<br /> FLAT R4C�F S�IO�t LflAD_________________-_ �4 P�F
<br /> � � �
<br /> MIN L01� SLt�PE �C70F SN�V� LC�AD -----_______ �� P�F
<br /> �LOPE �C}OF F'ACTOR, Cs ---____.�_______�.__.___ �.�
<br /> EXP{��URE FACTfl�, C� -_____.�______�_______ �.0
<br /> IMP{�RT�NCE FACTO�, 1 -__________.��._�.______ � .�
<br /> THE�MAL �A�T�R, Gt______________________ � .0 �I �� � ���� ! \��� ���� � ���� ! ����
<br /> BAL��CE SNUW -� RAIN �� �N��1 S�1RGN�RGE _____ 19 PSF ��a�.E: �Ts
<br /> W��T ���� ��i� HEI�HT _________________6.2� F7
<br /> 41�E��' EDGE D�IF7 LENGTN _________________24.94 F�f �O�NE� �t�R�lER
<br /> WE�T ED�E MAX D�1�1` PRES��RE _.�___�.______� 18 PSF T.fl, �A�A�ET P1 P2 P1 P3 T�O. PARA�'ET
<br /> �.. _.___�... -__-�-
<br /> �lO�TH �C �{�UTN EDGE D�IFT HEI�HT -�--�-______�.5� �- �
<br /> C�,� � Q RC}�F �EV`EL --.�- ---� -�-�--
<br /> NC�RTH 8c St�t3TH EDGE �RIFT �.EN�TH__________�,26 F�- RC►t?F LEVEL
<br /> ____... �.. .�
<br /> N�RTH & 5C�l1TH EDGE MA?� D�IFT PRESSURE-_____4f� PS�
<br /> EAST EDGE D�IFT HEIGMT _________________�.82 FT
<br /> EAST EDGE Df�IFT �E��TH _____---___--_-__-3.�� �- c� � C�
<br /> �A�T EDGE MAX DRiFT P�ESSURE ____________-2� PSF P�ESSI�RES IN TABLE SNOW� AS -
<br /> ��o��� ��v�� +���-��/-��
<br /> 5, �ESIGN �NI�D �.C}AD: REFEREN�E - ASCE 7-�Q 1' � `1 �'�1
<br /> ULTIMATE �II�D �PEED, �-�______________ 11C} P�PH
<br /> f�0�1�1A� �VIND SPEED ___________�.r_____�� MPH �
<br /> EXP�JSURE CATE�ORY --_________-�.-----__--�
<br /> �CC�PA�CY RISI� �ATE��J�Y----______________��
<br /> EN�LC���RE �LASSIF(C�TI(�N _--___�.____--__EN��C�SED ��( � � L���} ����� �� �� E � ��� ����
<br /> 1�3TERNAL PRESSURE ��EFFIClENT--_.�________+�r- �,�8 SGA�E: �Ts
<br /> 6, �ESIGN V�IND L�AD: REFERE��E-FM GL08A� DATA �HEET 1 -28, [�ATED JAI��ARY 2�712 CC�h�PONENT � CLADDIN� R{70F ��I�D PRES�L�RE� �PSF}
<br /> Nt�MiNAfi� WIN� SAEE�_______________.�__S� MF�H ���E T�IB UT��Y A�2EA (SF'}
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<br /> iNTER�AL PRESSUE�E C�EFFICIEN�--__________+/- C�,18
<br /> IMPc�RTAN�E FAC�'�R___________________I = 1 .15 ��3MPC�NEfVT �C �IADDIN� WALL WIN� P�E�S�RES �P��)
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<br /> �, DESI�N �EISM1� L(7�,L7: �EFERE�C� - AS�E 7-1 t? 1� 2� �{� 1 DO 2�C� 500
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<br /> 1 �EC(��J[� DESIGN ACGE�.ERAT!(��a Shc _________�}.557g
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<br /> S�TE CLA�S-_____________________�__ p NC}TES:
<br /> SEI5M1� DESlGE� CATEG(�R�'_�_�____.�_______ p 1 . PQSITIVE SIGN I�DICATES ��E��UR� ACTI�iG T�WARD & N��fiT3�lE
<br /> L�N�ITI�DINAL �N��� �YSTEM: 51�l� lP�DIGATE� P�ES�t��E ACTI�1� AWAY F��M �VIND SUR�ACE
<br /> SFRS TY��. BtJ�K�I�J� �E�TRAI��D CC}NGENTRI��tL�Y BRAGED FRAME 2. �3� PSF MAY �E DE�U�TEa FRaM ROOF UPLIFT� TO OBTAI�J NET
<br /> �E�PC�NSE MODiF'ICATIO� C�}EFFICIE�IT, R -------8 R�J�F UPLIFT L��DS,
<br /> tJ�lE��T�ENGTN FACTQR OME�A------_�_____2.� �. V�IN� pRE�SU�E� SHfl1�N ARE �E�1�ICE LEVEL �A�D} P�E5�URES TQ
<br /> �EFL��TIQN MULl'���1CATION FA�T�R _________� �C}MPLY WITH FM �Lt��AL �EQIJIR�I�ENTS, Ta GQMPA�E 1`� ��1RRENT
<br /> �E�I�N RESPC�N�E CC}EFFIClE�JT, Cs -_________4.12�4 ASGE 7-1� EJLTIMATE PE�ESSURES, DIVI�E VALUE� I� TABLE SY �7.6.
<br /> DESI�N BASE SHEAR _________________-1� KiPS '�. � = ��_�:,
<br /> A�t�L.YSIS PR��EQURE: EQEJI�'ALENT �ATERAL F�RCE PRQCE[�URE �. ALL EXT�RIOR QC}�J�S, WI�IDC�WS & ROOF MEMBR��E SHALL BE
<br /> �ESIGI��D �ASED t�N FM GL(�BAL REQUIREMENTS AS NC�TEC� C�N
<br /> TftA�1SVE��E (E/W} S�`STEM: ARCHITE�TU�A� DRAWII��S.
<br /> �FRS TYPE. �U�KLING ���TRA1��0 CC�NCEI�TRI�ALLY BRACED FRAME 6. FQR PARAPEf C(}MF��I�ENTS� �t�BJECTE#� T� LC�ADS FF�{�M �(�TN
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<br /> DESIGN RESPUNSE C�EFFICIE�T, �s _______�_�.�2�4
<br /> �ESI�N BA�E SHEAR --�---------------_14 KI�S
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