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y <br /> Codes and Loads ` <br /> WHEN M�LTIPLE BUILDINGS ARE INVOI�VED, SP�CIFIC LC}.AD F.A.CT�RS FOR �7IFFERING OCCUPANCIES , BUILDING DIMEN� IONS , <br /> HEIGHTS , FRAMING SYSTEMS , ROOF �T�OPES , ETC . , MAY RESULT �N DIF'FEREN'� Lt�AD APPLICATION E`ACT�?RS THAN <br /> INDICATE� �3ELOW . SEE CA:LCt,�L.ATION� FC}R FLTRTHER DET.�ILS . WINI� LOA.I�S ARE APPLIED TO C�VER.�L�, BLTILDING ENVELC}PE , <br /> COMMaN WALLS BETWEEN CQNNECTED SHAPES A.RE NC�T StJBJECT TC? EXTERNAL WIND LflADS . <br /> Cit�r : Everett Cflunty . Sna��mish State : Washington Country : United States <br /> Building Code � <br /> Building Code : 2012 Internatit��al Bu�lding Code Structural : lU�1ISG - ASD Rainfall ; I : 4 , 00 inches per hour <br /> Building Risk/4ccupan�y Categary : III (Hazardaus / Sp�cial Occugancy) Gold Farm : 12AI � I - ASI? f ' c ; 3040 . QQ psi Concret� <br /> Dead and Collateral Laads Material �ead Weight Roaf Liv� Load <br /> Collateral Gravity : 7 . 00 ps � Roaf C�vering + SecQnd . L�e�d L�ad : Varies Roof Liv� T�oad ; 2Q . 00 psf Not ReduGibl� <br /> Collateral Uplift : 5 . Q0 psf Frame W�ight ( assumed for seismic } : 2 . 54 psf <br /> Wind Loacl Snow ��ad " Seismic Laad. <br /> Wind Speed : Vult : 115 . Q0 (Vasd : 8 � . Q8 } mph Ground Snow Load : pg : 25 , 04 psf Mappecl MCE Acceleration ; Ss : 145 , 04 ag <br /> The ' �nvelope PrQcedure ' is Used - U�er Modified Flat Roof SnQw : pf ; � Q . � 9 psf Mapped MCE Acceleratic�n : S1 : 5 � . � 4 °�g <br /> Wind ExpQsure ; C - Kz : 0 . 925 Design Snow { Sloped) : ps : 2 � . 79 psf Site Clas� : Stiff soil ( D) <br /> Parts Wind Exposure Fac�.or ; a , 925 R�in Surcharge : 0 . 00 Seismic �mporfi.ance : Ie : 1 . 25� <br /> Wind Encic�sure : Free Roof - Cl�ar Specified Minimum Roafi Snow : 25 . QQ psf �USR} Design Aceeleration Farameter : Sds : Q . 96 �7 <br /> Topographic FactQr : Kzt : l . Q (} UO Expc��ure Factor : 1 �'ull� Exposed - Ce : 0 . 90 De�ign �cceleration Parameter : Sd1 : 0 . 5600 <br /> Snc�w Impar�ance ; Is : 1 . 1 (� Q Seismic Design Ca�.�gory : D <br /> NOT WindbQrne Debris Region T�ermal Fac�.c�r : Unheated - Ct : 1 . � 0 Seismic Snow Load : 0 , 00 psf <br /> B�se Elevai�ion : tJ / C� / 4 Grc�und / Roof Conversian ; � . 70 9 Snaw Used in Seismic : 0 . aa <br /> Primary Zc�ne Strip �nTidth : Za : �2 / 6 / 4 Unobs�ructed, Slip�aery Diaphragm Condition : F`lexible <br /> Par�� / �ortions Zane Strip Width ; a : 5 / G / Q Fundamen�al Perioct Height Used : 22 / 6/ 4 <br /> Basic Wind Pressure : q : 2 � , 61 psf f �``-- � <br /> _..._�. <br /> �--_ <br /> Transverse Direction Parameters /`� - -_._.� <br /> � <br /> Redundancy Factc�r : Rho : 1 . 3 �7 /'� � <br /> Fundamental Period : Ta ; 0 . 3382 /j '` <br /> R-Factor : 3 . 54 �/l�eicin Truck �tora e j`� � <br /> �' � � <br /> Overstrenc�th Factar : Omega ; 2 . 5a /� R.aof : B � <br /> Defl�ctian AmplificatiQn Factor ; Cd : 3 . 0 � // � <br /> / <br /> Base Shear : V : 0 . 3452 x W /� � <br /> � Deicing Truck Starage <br /> -.._ ` / <br /> `--- �-.....R a o f : A <br /> �'---_ /'X <br /> Lon�ituclinal Directian Paran�eters --�._.__ � <br /> ---__ <br /> � <br /> Redundancy Factor : Rho : 1 . 30 <br /> Fundamental Period ; Ta : 0 . 206� � � <br /> � ' <br /> R-Factor : 3 . 25 <br /> Ove�strength Factor : Omeg�. : 2 . 00 <br /> Deflection Amplification Factor : Cd : 3 . 25 �'�--� <br /> Base Shear : V ; U , 371 $ x W <br /> Snaw Bu.ildup <br /> Shap� Surface Description � LQcation Y Lacation Magnitude <br /> Deicinc� Truck Stca�ag� Rc�c�f : A Unbalanced 5now Load l , Shifted Le�t : RQof : A 0 . 0 ft 18 . 2 ft 9 . 8 psf <br /> 4 . 0 ft Q . 0 ft 9 . 8 �sf <br /> 55 , a ft Q , 0 ft 9 , 8 psf <br /> 55 . 0 ft 18 . 2 ft 9 . 8 psf �� <br /> Deicir� �'ruck Stc�ra e Roof : B Unbalanced Snow LQad 1 , Shifted Right : Roaf : B � . Q ft 18 . 2 ft 9 , 8 sf <br /> � g �' .;r � <br /> 0 . O ft 0 , 0 ft 9 . 8 psf "'� ` <br /> - 55 . 0 ft Q . 0 ft . 8 f � �� � <br /> � p s � �'� � ,� � <br /> 55 . 0 ft 18 . 2 ft 9 . 8 �sf � ' � ` ;,� � <br /> l . The Snow Buildup loading shawn is in addition ta �he fla� �r sloped roof snaw . �„ <br /> �, <br /> 2 . The X an�l '� LQca�iQn d.imensions ar� from �he pcaint of origin a� each surface . , "� � <br /> � � �� ` � �� : � <br /> � ; <br /> ��� <br /> � <br /> ����� � <br /> � <br /> � : <br /> 2a�6�zo� � <br /> F(7�R CONSTRUCTIt�N <br /> THE VP ENGINEEh'S SEAL APPLIES C7NLY } ° VP Buildings <br /> TC? THE W{7RK PRC}DUCT QF VP AND VP BIJILDING�. IT IS PRQVIDED SQLELY FOR ERECTING THE BUfLDING DESCRIBED <br /> DESIGN AND PER�4RMA�ICE �N THE APPLICABLE PUi�CHASE ORDEF�RND SHALL NOT BE MODIFI�D, REPRQDUCED 3200 Players Club �ircle Memphis TN 3$125 CUDES AND LO/�►DS <br /> REQUIREMENTS SPECIFIED BY VP. THE OR USED F4R ANY OTHER PURP�SE WITHOUT PRl(7R V�IRITTEN APPRt�VAL OF VP <br /> VF� E�IGINEER'� SEAL DOES NOT APFLY BUfLDING�. ��v aa� �r a�sc�zi�TiaN BUILDER Commercial Design Consul�ants J°�# <br /> T4 THE PERF4RMANCE �R DESIGN QF THE GENERAL. CONTRACTOR At�Di�R EREC�'OR l5 SOL.EI�Y RESPQNSIBLE FOR ACCURATE � �����ps� <br /> I 1 02f22/20�6 SH ANCH(�7RS FOR�4N�TRUCTIQ c"�T°""E�Qoeing Gommerciai Airplane Grvup DA�r� <br /> ANY OTHER P'RC3DUCT 4R GC}MPONENT �OOD QU,�LfTY WORKMANSHIP IN ERECTING TFE4S BUII.DfNG IN ACCQRDANCE WITH THkS �OCATfON 3/28/2Q15 <br /> Everett, �1l�shing�an VP BlJ[LDfNGS <br /> FURNISHED BY VP EXCEF'T TU ANY r DRAWING, DETAII�S RE�ERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDfNGS aRaw�ict��cK <br /> PROJEGT g � �� uarzco�uoEN <br /> DESIGN flR PERFOf�MANCE ERECT�ON GUIDES, AND iNDUSTRY STANDARDS PERTAfNING Ta PR4PER ERECTION, Deicin Truck Stora e Cano SHV <br /> REQUlREMEhlT� SPECIFIEQ BY VP. INC�.UDING THE CORRECT USI� OF TEMPC}RARY BRACING. �TS ��11'°�R'�P°� '�5_�2ag vPc vE�siar�: 2Q15,2c �'AGE 2 <br /> 2I22/2016 14:2g;34 F'��"�`M�: Boeing Deicing Truck Storage Bui(ding a divisionof 81ueScope Buildirigs NorthAmerica,���. <br /> � <br />