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<br /> _ _ _ _ _ _ _ _ _ _ THESE DOCUMENTS MAY CONTAIN
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<br /> _ ? SPECIFICALLY FOR THIS PROJECT. THE DESIGN
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<br /> _ _ _ ARE SPECIfICALLY FOR THIS PROJECT.
<br /> X X X X X � INFORMATION CONTAINED HEREIN REMAWS
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<br /> 'rJ I I 5 A�RCHITECTURE�&DESIGN,DINC.
<br /> 11 I 11 � 11 11
<br /> �q REVIEW CKSET 6.25.201
<br /> 13 2 gQ REVIEW CKSET 8.2.201
<br /> IS4.i Q AGENCY REVIEW 8.10.201
<br /> 21'-6%2' 39'-1" C
<br /> TOP OF VERTICAL TRUSS LEG = 21'-3"A.F.F. TOP OF VERTICAL TRUSS LEG = 18'-7"A.F.F. Q DESIGN REVIEW 9.4,201
<br /> 11.7.201
<br /> ARCHITECT TO BE SUPPLIED TRUSS 60'-���' � M SC REV�sN 11.29.201 =
<br /> ENGINEERING DRAWINGS BY SUPPLIER FOR STUDTOSTUD � �
<br /> F�EVIEW BEFORE FABI;ICATION. � REVIEW RESP. 2.4.201
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<br /> EXTREME CARE SHALL BE USED IN ROOF NOT DESIGNED FOR PONDING. SEE NORTH
<br /> CONTRACT DATE: 04.10.18
<br /> � � ERECTING ROOF TRU55ES - COMPLY 1fVITli ARCHITECTURAL DRAWINGS FO1� DRAIN
<br /> BUILDING TYPE: M40-EXP.LT
<br /> TPI BRACING REQUIREMENTS. REQUIREMENTS. _ _
<br /> PLAN VERSION: XX-XX
<br /> � 4 8 12 16 BRAND DESIGNER: D.Dickson
<br /> SITE NUMBER: XXX-XXX ;
<br /> STORE NUMBER: 22602
<br /> � ROOF FI�AMING PLAN �i4��=��-o�� 1 �
<br /> ROOF FRAMING NOTES: F. REFER TO TRUSS ELEVATIONS FOR SHAPE, OVERHANG, SLOPES, SPAN, ETC. LOCATION TACO BELL
<br /> TYPE NAILING / SHEATHING FtEMARKS A. ALL UNSUPPORTED EDGES OF PLYWOOD SHEATHING SHALL BE SUPPORTED WITH OF BEARING POINTS ARE AS INDICATED ON THE DRAWINGS. SEE 2/S4.2. � STARTING POINT OF TRUSS LAYOUT- 16"EACN WAY FROM CENTER OF BUILDING TO 13 S�AT WALL SEE 1/S4.1
<br /> SIMPSON PSCL CLIPS, PROVIDE 2 CI IPS EQUALLY SPACED BETWEEN EACH CENTERLINE OF TRUSSES EACH SIDE TO STACK ABOVE WALL STUDS. 2727 BROADWAY ST.
<br /> gN 10d @ 6"O.C. - TRUSS/SUPPORT. SEE DETAIL 9%4.2. G. MFR'D ROOF TRUSS DESIGN LOADS: SEE TRUSS DESIGN CRITERIA 3/S4.2. 14 RTU LOCATION POINT EVERETT,WASHINGTON 98201
<br /> O2 VERIFY NECESSITY OF DOUBLE TRUSSES WITH TRUSS MFFi. DUE TO POINT LOADING AND
<br /> EN 10d @ 6"O.C. - H. THE POSITIONS,WEIGHTS,AND METHODS OF ATTACHMENT OF ALL MECHANICAL UNITS, ADDITIONAL UNIFORM LOADING, TYPICAL. 15 23/32"APA RATED SQUARE EDGE SHEATHING FOR ROOF DECK. SEE
<br /> ELECT FIXTURES, PLUMBING, ETC. SHALL BE INCLUDED IN THE DESIGN OF THE TRUSSES NAILING SCHEDULE, THIS SHEET.
<br /> FN 10d C� 12"O.C. - B. ALL MFCHANICAL SUPPLY AND RETURN OPENINGS SHALL BE BETWEFN FRAMING U.O.N. BY THE TRUSS MFR. O COORDINATE BLOCKWG WITH EXHAUST AND SUPPLY DUCT. :
<br /> 16 INTERIOR SHEAR WALL BELOW. ALIGN DINING SIDE OF WALL WITH SIDE OF �
<br /> MANUFACTURED ROOF TRUSS NOTES: I. DESIGN ROOF TRUSSES TO SUPPORT ALI IMPOSED LOADS, INCLUDING WIND& LATERAL O CONT 2x4 WD BRIDGING ON TOP OF BOTTOM CHORD. ADJUST AS REQUIRED FOR DUCT TRUSS. SEE DTL. 8/S4.1. '
<br /> ROOF SHEATHING 5/8"CDX PLYWOOD (40/20), PS1 RATING - A. MFR'D ROOF TRUSSES ARE AT 2'-8"O.C. U.O.N. LOADS. COORDINATE SIZE, LOCATION AND WEIGHT OF EQUIPMENT WITH MECHANICAL DES GN. SEE 0/S4.1 I OR BRIDGING LAP DEITAIL.R SPACING AS REQUIRED BY TRUSS 17 DRAG TRUSS AT INTERIOR SHEAR WALL. PROVIDE DOUBLE TRUSS AS �f Q��
<br /> WORK. PROVIDE MULTIPLE TRUSSES WHERE ONE TRUSS CANNOT SUPPORT THE LOAD. REQUIRED. DESIGN DRAG TRUSS FOR 300 PLF ALONG TOP CHORD OF o ��� '
<br /> B "T-#" D�NOTES ROOF TRUSS TYPE. �EFER TO SCHEDULE 7/S4.2. PROVIDE BRIDGING BETWEEN TRUSSES AS SPECIFIED AS MINIMUM STANDARD. O SIMPSON MSTA 24 AT CORNER DBL TOP PLATE. CENTER STRAP ON CORNER. TRUSS (8,500 LBS TOTAL). ATTACH ROOF SHEATHING TO DRAG TRUSS
<br /> NOTE:
<br /> � WITH 10d NAILS @ 4"O.C.ALONG ENTIRE LENGTH OF TRUSS. M4O
<br /> C. TRUSS DWGS ARE PROVIDED FOR CONCEPTUAL DESIGN ONLY. MFR SHALL SUBMIT J. INSTALLATION OF ALL TRUSSES SHALL BE DONE USING A SPR�ADER BAR WITH A THREE
<br /> SEE 8/S4.2 FOR DEFINITIONS AND ROOF NAILING PLAN. OO �2) 2x6 BLOCKING W/U26-2 HANGEFiS. TYP. EDGES OF ALL ROOF TOP EQUIPMENT AND
<br /> SHOP DWGS AND CALCS, BOTH SIGNED BY A LICENSED STRUCTURAL ENGINEER (STATE POINT VERTICAL PICK. CARE SHALL BE USED IN LIFTING TO PREVENT HORIZONTAL ALL ROOF OPENINGS -SEE DET. 6 &10/S4.2. 18 SEE MANUFACTUREFi'S SPECIFICATIONS FOR SIZE OF SELECTED RTU EXPLORER LIGHT
<br /> SEE 11/S4.2 FOR TYPICAL NAILING SCHEDULE OF (PROJECT)). SUBMIT SHOP DWGS AND CALCS TO THE ARCHITECT AND ENGINEER BENDING.
<br /> FOR R�VIEW AND SUBMITTAL AND , IF REQUIRED, TO BLDG OFFICIAL FOR APPROVAL OPTION.
<br /> O7 LOC. OF HOOD. SEE HOOD DRAWINGS FOR HOOD ATTACHMENT DETAIL 6/S4.1.
<br /> PRIOR TO FABRICATION. SHOP DWGS SHALL INCLUDE LAYOUT PLAN AND K. IMPROPER HANDLING OF THE TRUSSES AS NOTED ABOVE AND IN THE SPECS SHALL , „ DRAWN BY:
<br /> CONNECTORS. CALCS SHALL BE BASED ON THF SPECIFIED LOADING CONDITIONS MEAN REMOVAL OF THE TRUSSES FROM THE JOBSITE AND REPLACEMENT AT 19 2x6 @ 2-0 O.C.WITH SIMPSON U-26 EA. END. RTA/JTM
<br /> O8 2X6 �EDGER REF. 3/S4.1.
<br /> S H O WN HEREIN. M F R S H A L L P F i O V I D E H A N G E R S A N D C O N NE C T I O N S B E T W E E N C O N T R A C T O R'S E X P E N S E. EAJOB: �g-036 �
<br /> TRUSS=S. REVIEW AND APPROVF DIMENSIONS, SHAPES AND DETAILS SHOWN ON SHOP O9 DIMENSION IS FROM INSIDE FACE OF WALL FRAMING.
<br /> DWGS PRIOR TO SUBMITTAL TO THE ARCHITECT/ENGINEER FOR REVIEW AND ,
<br /> COMMENT. 10 HVAC ROOF OPENING FOR DUCT.VERIFY SIZE WITH HVAC MFR. & MECHANICAL DWGS. SHEET:
<br /> ROOF FRAMING PLAN
<br /> Q D. TRUSS MFR SHALL PROVIDE HANGERS AND CONNECTORS ADEQUATE FOR LOADS. �1 (2)2x6 BUILT-UP COLUMN AT TRUSS BEARING,TYP. @ GIRDERS ON BOTH ENDS. TRUSS �
<br /> ROOF CONNECTORS A(�E BASED UPON SIMPSON "STRONG TIE"OR APPROVED EQUAL. ONLY. REF. DETAIL 12/S4.2.
<br /> o SH EET:
<br /> � E. TRUSS CHORDS AND PARAPET VERTICALS SHALL BE 2x6 MIN AND CONSISTENTLY SIZED 12 CANOPY SEF DETAILS 3 &6/S4.3.
<br /> o THROUGHOUT PROJECT. S��O
<br /> N
<br /> � NAILING SCHEDULE - ROOF 4 ROOF FF�AMING NOTES 3 KEY NOTES 2
<br /> �
<br /> O EA ARCHITECTURE & DESIGN, INC. AGENCY REVIEW RESPONSE PLOT DATE: 2.4.2019
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