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<br /> GEN ER A L N 0 TES: �
<br /> HVAC UNIT EXA
<br /> CONSTRUCTION SHALL CONFORM TO THE 2015 INTERNATIONAL BUILDING CODE BY OTHERS �P
<br /> AND SAN JOSE STANDARQ CONSTRUCTION SPECIFICATIONS, LATEST EDITION. � � �
<br /> NOTES AND DETAILS ON TYPICAL SHEETS SHALL APPLY UNLESS � � � "� <� ' ���� � � �
<br /> � �
<br /> OTHERWISE SHOWN OR NOTED ON PLANS. '
<br /> DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE' SAME 3 4 � � � ,
<br /> � ¢ :, �
<br /> NATURE AS SHOWN FOR A SIMILAR CONDITION. 3—#12 SMSM FROM HVAC UNIT ' 0 � �,
<br /> PRIOR TO FABRICATION, SHOP DRAWINGS SHALL. BE SUBMITTED FOR TO CURB/DUCT 5/s" 48/24 SPAN RATED APA � �
<br /> REVIEW BY THE STRUCTURAL ENGINEER QN ALL, R�INFORCING STEEL, , �
<br /> STEEL FRAMING, AND CONCRETE MIX PROPORTIONS, IF REQUIRED. SHEATHING w/ �od � s' oc � �_ � �
<br /> SHOP DRAWINGS: SHOF QRAWING SUBMITTALS PROCESSED BY THE HVAC DUCT TRANSITIQN BY EDGES & 12' oc FIELD •
<br /> (UNBLOCKED) SHTING PERP TO � �,>_ � "
<br /> ENGINEER ARE NOT CHANGE ORDERS AND THE PURPOSE OF SHOP OTHERS, 18 GA MIN FRAMING, UNO � i - �
<br /> DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO �► ���, �} �
<br /> THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN �" DIA. x 1 �'� MINIMUM � - � " � I i F � +
<br /> � �,p
<br /> CONCEPT BY INDICATING WHICH MATERIAL HE INTENDS TO FURNISH AND i i � G
<br /> INSTALL AND BY DETAILING THE FABRICATION AND INSTALLATION EMBEQMENT LAGS AT EA
<br /> METHODS HE INTENDS TO USE. CORNER OR 24" oc MAX i i I � SE K��
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<br /> SAFETY NOTE: � •
<br /> A IT IS THE CONTRACTQR'S RESPONSIBILITY TO COMPLY WITH THE i ': 51/8x165GLB �
<br /> � ., • . _ . . , _ 51/8x12GLB _ , , , . . _ _ , . . , _ 51/8x12GLB _ . . . . _
<br /> PERTINENT SECTIONS OF THE "CONSTRUCTION SAF�TY ORDERS" ROOF SHEATHING � � �� � x X x x y � � � I PANDA EXPRESS, INC.
<br /> ISSUED BY TH� STATE OF CALIFORNIA, LAT�ST EDITIQN, AND ALL � /`,/ � __ _, __�X_____ � i i > > -,�, ��,, •
<br /> O S H A R�Q U I R�M E N T S A S T H EY AP PLY TO THIS PROJ�CT. P E R P L A N �, . �� � , ,� , , � / i � X ��� � , - ' 1 6 8 3 Wa lnu t Grove Ave, .
<br /> # �� �\ \ � \ i i < � �' �� �; " �; Rosemead, California
<br /> B) THE ARCHIT��T, STRUCTURAL ENGINEER, AND THE QWNER DO NOT
<br /> ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR S FAIL,URE 4X BLKING w/ HU SIMPSON
<br /> \
<br /> TO COMPLY WITH THESE REQUIREM�NTS. HANGERS EA END TO ADJ j� � � � \ � , , i i ,/�/ � 91770
<br /> C) THE CONTRACTOR SHAL,L BE RESPONSIBLE FOR AD�QUATE DESIGN FRAMING � � � � ; , � i ` � � ������� • Telephone; 626,799,9898 '3�
<br /> AND CONSTRUCTION OF ALL FORMS AND SHORING REQUIRED. � D E TA I � � � � � ��`�� �,� � �i � � �` N Facsimile; 626,372,8288 � �
<br /> CONTRACTOR SHAL.L VERIFY ALL DIMENSIONS, �LEVATIONS, PROPERTY „ , „ / � � �x� �� �x���� � "
<br /> LINES, ETC, ON THE JOB, —� Q 1 = 1 —0 x�j,�,��\ ' ;� � �'i#i�� � ��` — �
<br /> CONTRACTOR SHALL NOTIFY THE' ARCHITECT AND STRUCTURAL ` � ` � ���/` `� '� �
<br /> ENGINEER WHERE A CONFLICT OCCURS QN ANY OF THE CONTRACT � � � � i i * /�� - ���- �
<br /> DRAWINGS OR DOCUMENTS. CONTRACTOR IS NOT TO ORDER MATERIAL �� �� � ��!\ i i All ideas,designs,arrangement and plans indicated or
<br /> ,�, ,,� � �� �`�
<br /> OR CONSTRUCT ANY PORTION OF THE BUILDING THAT IS IN CONFLICT �/ " � ` i i � , /�, representedbythisdrawingarethepropertyof Panda �
<br /> UN TIL CONFLICT IS RESOLVED WITH THE AFFECTED PARTIES. � i i / � � Express Inc.and were created for use on this specific project,
<br /> ' i i ,�X����� � . None of these ideas,designs,arrangements or plans may be
<br /> D E S I G N C R I TE R I A . i i � used by or disclosed #a any persan,firm,or carporation
<br /> i i + � �� � without the written permission of Panda Express Inc,
<br /> CODE SEE DETAIL 1/S-100 i i `, - = �, � _
<br /> FOR EQUIPMENT � � (� xx'��t �
<br /> 2015 INTERNATIONAL BUIL,DING CODE � i ,i�..K t;= � � �--,
<br /> � ATTACHMENT � � — � � .� :
<br /> I I �891bs i� i�; 1,5041 . . - - � , ;�•
<br /> LATERAL LOADS � 4x8 BLKG, W� HU48 i i "f '" �� � .,'; ' � �
<br /> SEISMIC WIND , , ; , , � � � REVISIONS: DATE: BY;
<br /> EA. END i i t�_...� __��� o
<br /> Ss = 142.0� Ap = 2.5 (AC UNIT) SIMPLIFIED DESIGN PROCEDURE � � 4x8 BLKI G & CR SS �` � �
<br /> S� = 54.5� Rp = 6.0 (AC UNIT) VAso = 110 MPH � i i " _ � � 0 ;
<br /> SITE CLASS D SEIMSIC DESIGN EXPQSURE C i � B�KING- s REQD,� �; �
<br /> I = 1.0 CAT. = D
<br /> TYP �.F 7�f�SQp Q
<br /> i i MecH;U, �T,r`�,,�' ; � � ; � .
<br /> ASCE7-10 SECTION 13,3 ANALYSIS Fp = 0.47W (AT ROOF)
<br /> � I W� HU' AN�FkS,,,� `�
<br /> - I__I, �i x� Q
<br /> OCCUPANCY CAT, = II � �+ i.i i ;
<br /> Fa = 1.0 ,, ` i ;1 �,-' r� � �.._ __
<br /> 1' l �i ✓ �/�� � -� G ,� . �
<br /> FV = �,J� i � � '� �� ;/�� 4991bs � � .
<br /> � �` ��` � 10
<br /> 3 ' .
<br /> � � �
<br /> I-N.��: -E C-�� 0 N�4 N�0 T-E S-: _ _ - - TYP - - _
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<br /> 1. GENERAL: IN ADDITION TO THE INSPECTIONS REQUIRED BY SECTION 108 OF THE 2015 , ,'�,,2` -8 3-6 � i 2 ', j
<br /> 1,2181bs � � � 1,5Q41bs
<br /> i
<br /> u � n � n I I i n .
<br /> IBC, THE OWN�R SHALL EMPLOY AN CBC APPRQVED SPECIAL INSPECTOR TO PERFORM � J �� ' � �
<br /> SPECIAL INSPECTIONS & TESTS AS �NDICATED IN THE SCHEDULE BELOW—NONE REQD., TJI PURLIN PER 2x12 (VERT.) W/ O,C, � i � ; i _ ISSUE DATE;
<br /> 2. `INSPECTORS: ALL TESTS AND INSPECTIQNS SHAL,L BE P�RFORMED BY AN INDEPENDENT P L A N 3— t 6 d x 2�i" - �, �. , _ { � ' '`� _
<br /> 314x18 LB � � 8 4x31,5 B � :
<br /> INSPECTION AGENCY WHICH IS IN THE �MPLOYM�NT OF THE OWNER. NAILS TOP & BOT, - ,� ,. . - c=o.�5° ; ; + � ;� � _ , �
<br /> ` � � -
<br /> 3. ALL SPECIAL INSPECTION & TESTING AGENCIES SHALL B� QUA�.IFIED PER ASTM E329 i i 4x8 e� ING / _, , ; 51b �' ,f j-i -
<br /> AND APPROVED BY NASA. HVAC ROOF CURB SUPPORT i i TYP � ECH UNI �' �.
<br /> � �� � i � �� w/ H U A N G E R S, T Y P ; —
<br /> 4. P R O V I D E I N S P E C T I O N R E P O R T S T O B U I L p I N G D E P A R T M E N T O W N E R A R C H I T E C T A N D 3-6 i , 2-8
<br /> ;
<br /> ENGINEER WITHIN TWO W�EKS OF PERFQRMANGE INSPECTION QR TEST. D E TA I � : �1 i
<br /> TESTS NOT LISTED W TH� SCHEDULE BEI,OW, — $ �/ � ' �
<br /> 5. REFER TO CHAPT�R 17 QF TH� CqDE FOR OTHER REQUIRED SP�GIA� INSPECTIONS AND 2 i i � , � �
<br /> 10 NT ; ; � "�, ...__�� ! -------� .
<br /> 6, IT IS THE CONTRACTOR S SOL� RESPONSIBILITY TO SEE THAT TH� TESTS AND INSPECTIONS � .: ___ � —
<br /> � ARE PERFORMED, JOB SITE VISITS BY �THE STRUCTURAL, ENGIN�ER DO NOT CQNSTITUTE i i �r ,r . �
<br /> AND ARE NOT A SUBSTITUTE FOR INSPECTIONS. � i �,70�ibs 4x8 B KING & C OSS " ' ' ' ' ' � �;•
<br /> 7. WHERE THE CONTRACTOR CHOOSES TO USE OPTIONAL OR ALTERNATIVE MEANS OF � � BLKIN AS REQD � " ' i �
<br /> ' ...
<br /> FASTENING OR ANCHORING MATERtALS AS SHOWN ON THE PLANS AND DETAILS AND i � 2 4 TYP � FRAME S PPORT � �
<br /> :.,
<br /> REQUIRES SPECIAL FIELD INSPECTION, SUCH AS FIELD WELDING, ADHESIVE OR EXPANSION i i _�� MECH NIT � �-_, i ' DRAWN BY; Martin Consuiting Group, 111C, •
<br /> ANCHORS, ETC, ALL ADDITIONAL SPECIAL INSPECTtON AND TESTING COSTS SHALL BE � � w/ HU HANGERS TYP � _
<br /> SEE DETAIL 1/S-100 � � 2031bs ' �
<br /> PAID BY THE OWNER AND DEDUCTED FROM THE CONTRACT AMOUNT. i i I ` � �
<br /> FOR EQUIPMENT i i ` �
<br /> W O 0 D . ATTACHMENT i i �- � '
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<br /> 4x8 BLKG. W/ HU48 , . I PANDA PROJECT#; 55-19-D5892
<br /> �NOOD (NON T24).ciavg �A. END i i S ,
<br /> i i � � � � . , _____^� ARCH PROJECT#: MCG 180656 •
<br /> 1. ALL STRUCTURAL WOOD SHALL CONFORM WITH THE FOLLOWING SPECIFICATIONS; �� � �,3 — '
<br /> DOUGLAS FIR— COAST R�GION, , , WEST COAST LUMBER INSPECTION BUREAU F i i ���'� , ` ;
<br /> GRADING RULES #17. i i 4x8 BLKING & CROSS �
<br /> REDWOOD. . . . . . . . . . . . . . CALIFQRNIA REDWOOD ASSOCIATION GRADING � ! BLKI G AS RE D MA TI CONS L 1 G
<br /> � � � � , TYP � FRAME SUPPORT , �, � � R N U T N ij
<br /> RULES, 20Q0 EDITION. i i . ;
<br /> NOTE: BLKING ` � �\l���
<br /> GLUED �.AMINATED BEAMS. . . . , , STANDARD SPECIFICATION FOR STRUCTURAL � � �� , 2z3ias a � bs; a s�ibg� _� MEC uNIT � � � ,
<br /> GLUE LAMINATED TIMBER, AITC 117. TIGHT TO TOP �i i i , i ; �
<br /> PLYWOOD. . . . . . . . . . . . . . APA VOLUNTARY PROpUCT STANDARD & BOTT CHORD j i i ! , W/ � j1fYP / �
<br /> PS 1-95 FOR SOFTWOOD PLYWOOD. /� � i i � " � ��`�,!� .����.,,�` GR�UP� INC•
<br /> ORIENTED STRAND BOARD (OSB). , APA STANDARD PRP-108 / � � i i � �.:i T/�� .
<br /> 2. MINIMUM GRADES SHALL. BE: 2x12 (VERT.� W/ � � k x i � PROVIDING STRUCTURAL DESIGN
<br /> S T R U C T U R A L F R A M I N G . . . D Y P A L E X C T: 10— 10d x3 NAILS / � i � ��i'\, /�,� �
<br /> , , , �CEILIN 1 OISITS DF#2 �P � (2 ROWS OF 5) �E�R TPLAN � � ���}�;`��,1�� � � 2204 PLAZA PPoI� SUI1E 130
<br /> ;
<br /> TJI PURLIN PER EA SIDE, TYP � -��� ``.�
<br /> PLAN ' �ix� ` � < > > ` �� — ROCKIJN, CA 95165 •
<br /> ALL MEMBERS TO BE FREE OF HEART � ����,/�i i��,�x PHONE (916 256-4816 FAX (916)302-4065 .
<br /> CENTER. TYPICAL UNLESS NOTED OTHERWISE, / � ix� !x;�;� �
<br /> A L T. TJ I B LK I N G S U P P 0 R T ���, � email:Jonm�martmconsultmggroup,b►z
<br /> �� /�� / ./\, '\/\ � /� i \ \ � �.�
<br /> DETAI � � � " � � "
<br /> 3. PROVIDE SOLID BLOCKING BETWE�N JOISTS OR RAFTERS AT ALL. SUPPORTS & AT 12" QC. �
<br /> �������������LT.T. . . . . . . � � - � � . , . � . . . . � � � �..
<br /> 4. HOLES FOR BOLTS IN WOOD SHALL BE BORED WITH A BIT OF THE SAME NOMINAL 3 �;.
<br /> DIAM�TER AS THE BOL.T + 1/16". —10 NTS �
<br /> 5. HOLES FOR LAG SCREWS SHALI� BE FIRST BOR�D TO THE SAME NOMINAL DIAMETER ` �
<br /> AND DEPTH AS THE SHANK, THE R�MAINDER OF TH� HOLE SHALL B� NO LARGER THAN '
<br /> THE ROOT OF THE THREAD. �.'tgAN ����;
<br /> 6, LAG SCREWS AND WOOD SCREWS sHAL.I. BE SCREWED AND NOT DRIVEN INTO PLACE. R 0 0 F FR �M I N G P LA N � ���w � �f��� �
<br /> O �c� �'� `✓ °';j
<br /> 7. ALL BOLTS AND LAG SCREWS SHALL BE PROVIQED WITH METAL WASHERS UNDER H�ADS `� `+ � ��� ,�`'`'�
<br /> AND NUTS WHICH BEAR ON WOOD, APPLIES ALSO TO EXPANSIQN AND EPDXY ANCHORS, 3/16"=1'-0" � ���; `
<br /> �x:
<br /> MALLEABLE IRON CARRIAGE WROUGHT �'
<br /> BOLT—DIAM WASHER STEEL WASHER gOLT—DIAM IRON WASHER � �� - � ,
<br /> > , , , �1 t? �f
<br /> 1 2 � 2-1 2'�x1 4' 2 x2 x1 4 1 2'7� 3 4 2' OD �
<br /> 5 8"� 2-3 4 �bx5 16" 2-1 2 x2-1 2' x1 4 5 8 � 7 8 2-1 4 QQ
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<br /> 4��� �� � �� ,� �� „ 3 4 � 1 2-1 2 OQ
<br /> 7 8"� —1 2" x7 16" —1 " -1 "x3 " 7 8 � 1-3 8 3 OD
<br /> 1"� 4"�x1 2" 3-3 4"x3-3 4"x3 8" 1"b 1-1 2' 3-1 4 OD SEE DETAIL A/A-108 FOR ''�
<br /> 1-1 4°� 5'�x5 8" 5'x5'x1 2' FRAME & EQUIPMENT �FT� LAZA � �
<br /> _,�.
<br /> 8. ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED AT TIME OF INSTALLATION AND ATTACHMENT .
<br /> RE—TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB,
<br /> 9. WHERE FRAMING HANGERS ARE REQUIRED AND ARE NOT SHOWN ON S�CTIONS, DETAILS 4x8 BLKG. W/ HU48 EVERGREEN WAY �
<br /> OR PLANS THE FOLLOWING SIMPSON HANGERS SHALL BE USED, SLOPE, SKEW, TURN IN EA. END
<br /> FLANGES AND PRQVIDE TOP FLANGE HANGERS ,4S REQUIRED. ._
<br /> 2X & 3X MEMB�RS. . , , . . . , , U HANGERS � � EVERGREEN WAY & CASINO ROAD
<br /> 4X MEMBERS . , , , . . , . , , HU HANGERS EVERETT, WA 98208
<br /> 6X MEMB�RS , , . . , , . . , HUTF HANGERS ,
<br /> I—JOIST MEMBERS, . , , . . . , . , , MIT HANGERS �.
<br /> GLU LAM MEMBERS. . . . . . LEG HANGERS
<br /> 10. ALL METAL HARDWAR� SHALL BE MANUFACTURED BY SIMPSON STRONG TIE COMPANY, DT END CAP TENANT IMPROVEMENT
<br /> OR APPROVED EQUAL. ALL ITEMS SHALL BE INSTALLED PER MANUFACTURER'S
<br /> SPECIFICATIONS.
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<br /> 11. WOOD SYMBOLS; � �
<br /> bJ� i � �� ���9 9�r.�� -''L:.
<br /> �E,.. V �i..il 7�� tl �./� 8 'uo��� � ..• •
<br /> CQNTINUOUS BLOCKING �
<br /> TJI PURLIN PER 2x12 (VERT,) W/
<br /> 12, ALL SAWN LUMBER SHAL.I. BE AIR DRIED TO A MOISTUR� CONTENT < 19%, AND SHALL PLAN 3— 16d x2�" �
<br /> BE VERIFIED BY INSPECTOR OF RECORD, NAILS TOP & BOT,
<br /> 13. A�L FASTENERS INTO PRESSURE TREATED WOOD SHAL.L BE HOT DIPPED GALVANIZED, HVAC ROOF FRAME SUPPORT .
<br /> D E TA I � STRUCTURAL HVAC ADDTN �
<br /> 4 PLANS & DETAILS
<br /> —10 NTS
<br /> ,;.
<br /> PLANCHECK SUBMITTAL DWGS �
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