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<br /> z o
<br /> BOUNDARY NAIL (B.N.) �
<br /> �
<br /> FOR BLDG. PERIMETER z � �
<br /> x EQUIPMENT DcSIGN WEIGHT
<br /> C� U o
<br /> SOLID BLOCKING HVAC UNIT- RTU-1 �C 1700 ibs. (� �
<br /> BETWEEN EACH �
<br /> CONNECTION TYPE: NAILING: HVAc uNiT- RTu-2 * 28001bs. PRE-ENG. TRUSSES @ 2'_8"O.C. W � � �
<br /> TRUSS/SUPPORT @ o Q - 0
<br /> 1. JOIST TO SILL OR GIRDER, TOENAIL PANEL EDGES SEE HVAC UNIT- RTU-1 (ALT) �C 1750 Ibs. _ � 2x6 BETWEEN 2-2x6 TOP PLATE � � �
<br /> (3-8d) 14/S4.2 C° � �TRUSSES @ 16"O.C. 052 ^ � w O
<br /> HVAC UNIT- RTU-2 (ALT) �C 1900 Ibs. � 1�_4�� TRUSS 2x6 PARAPET EXTENSION a U Z
<br /> 2. BRIDGING TO JOIST,TOENAIL EACH END � � •
<br /> (2-8d) LONG DIMENSION OF 21�_6�� 2�-8���C� W C/� � U
<br /> PLYWOOD TO RUN EXHAUST FAN - EF-1 * 200 Ibs. � . _ . _ . � Q
<br /> 3. 1"x6" (25MMx152MM) SUBFLOOR OR LESS TO JOIST, FACE NAIL (2_gd) PEFiPENDICULAR TO T.O. PLATE � z � � --�
<br /> EXHAUST FAN - EF-2 �C 70 Ibs.
<br /> 4. WIDER THAN 1"X 6"(25MMx152MM) SUBFLOOR TO JOIST, FACE NAIL �3_gd� JOISTS HOOD #1 -TACO BELL 400 Ibs. ~ O � W �
<br /> EDGE NAIL (E.N.) @ o ADD 2 a SP I E U Z - � �
<br /> 5. 2" (52M�A) SUBFI OOR TO GIRDER, BLIND AND FACE NAIL (2-16d) X PLYWD. PERIMETER ICE CONDENSERS 200 Ibs. o O �-- _ " � Z •
<br /> 6. SOL� PLAT�TO JOIST OR BLOCKING, TYPICAL FACE NAIL FREEZER CONDENSER 300 Ibs. d- � - � � � C�
<br /> (16d @16"O.C.) STAGGER PLYWD.
<br /> JOINTS COOLER CONDENSER 300 Ibs. � ROOF SHEATHING U � � w
<br /> 7. SOLE P�TE TO JOIST OR BLOCKING, AT BRACED W. PANELS (3-16d PER 16") i � z � �
<br /> MUZAK DISH, SLED& BALLAST- 1,087 Ibs. Q �j � � J
<br /> 8. TOP P�TE TO STUD, END NAIL (2-16d) � � � FIELD NAIL (F.N.) @ ALL ALLOW FOR LOCATION � � I Q
<br /> INTERMEDIATE ANYWHERE ON ROOF. ADD 2x6 @ SPLICE 2x6 LEDGER/BLOCKING BETWEEN � O � Z
<br /> 9. STUD TO SOI E PLATE (2-16d END NAIL) MEMBERS Q TRUSSES W N m � �
<br /> NOTES: * A. ALL DESIGN WEIGHTS INCLUDE CURB.
<br /> 10. DOUBLF STUDS, FACE NAIL (16d @ 24", O.C.) 1. MIN. PLYWD. SHT. SIZE SHALL BE 2'-0"X 4'-0". B. COOFiDINATE WEIGHTS WITH HVAC UNIT SCHEDULE 1/M1.0. Y RQOF DECK � p W
<br /> 2. MIN. 3/8" NAILING EDGE DISTANCE. � � 2x6 BLOCKING BETWEEN TRUSS& 0 O
<br /> 11. DOUBI E TOP P�TES, TYPICAL FACE NAIL (16d @ 16"O.C.) 3. EDGE NAIL (E.N.) O/BEAMS AND AROUND ALL OPENINGS. � INTERMEDIATE STUDS � �
<br /> � ,
<br /> 12. DOUBI E TOP PLATES, LAP SPLICE (8-16d) �
<br /> 13. BI OCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL ROOF NAILING PLAN NTS g ROOF TOP EQUIPMENT WEIGHTS NTS rj �j '
<br /> (3-8d) O O
<br /> z
<br /> 14. RIM JOIST TO TOP PLATE, TOENAIL (8d @ 6"O.C.) ADD 2x6 @ SPLICE ADD 2x6 @ SPLICE � �
<br /> 15. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL (2-16D) ��10'-8" �
<br /> Y BRG. HT. o 0
<br /> 16. CONTINUOUS HFADER, TWO PIECES (16d @ 16"O.C. ALONG EDGE) � � 2-2x6 PLATE 12331
<br /> � REGISTERED
<br /> 17. C�ILING JOISTS TO PLATE, TOENAIL (3-Sd) � 9'-0" _ _ ARCHITECT
<br /> 3/4"APA RATED SQUARE EDGE �.0. HEADER
<br /> 18. CONTINUOUS HEADER TO STUD, TOENAIL (4-8d) � ROOF DECK
<br /> ROOF DECK SHEATHING
<br /> �,.
<br /> 19. CFII ING JOISTS, LAP OVER PARTITIONS, FACE NAIL (3-16d HUCQ610 HANGER 20 2x6 TOP AND 2x6 UNDER TRUSSES AND
<br /> ) AT (3) 2x6 POST S4 1 BOTTOM (TYP.) BETWEEN @ 16"O.C. (TYP.) RUSSELL T. ARBUCKLE
<br /> HEADERPER STATE OF WASHINGTON
<br /> 20. C�II ING JOISTS TO PARALLEL RAFTERS, FACE NAIL (3-16d) 1/8°GAP PLAN (TYP.)
<br /> 21. RAFTER TO PLATE,TOENAIL (3-8d) �
<br /> (2) 2X6 BLOCKING
<br /> s
<br /> 22. 1" (25MM) BRAC-TO �ACH STUD AND PLATE, FACE NAIL (2-8d)
<br /> �.
<br /> 23. 1"x8" SHEATHING OR LESS TO EACH BEARING, FACE NAIL (2-8d) SIMPSON U26-2 @ DBL. 2X6 �.N° �
<br /> (3) 2x6 (TYP.) ���.�.�� .. . : ....,.., .�..
<br /> �a.'.� �°����'�������,�,��a '
<br /> 24.WIDER THAN 1"x8"SHEATHING TO EACH BEARING, FACE NAIL (3-8d) COMMON TRUSS D.A. BENTLEY CONSTRUCTION,LLC
<br /> 25. BUII T-UP CORNFR STUDS (16d cc 24"O.C.) (2) SIMPSON PSCL PANEL PACIFIC NORTHWEST OFFICE
<br /> SHEATHING CI IPS EQUALI Y (2) 2x6 PLATE 10709 NE COXLEY DRIVE
<br /> 26. 2° P�NKS (2-16d AT EACH SPLICE SPACED BETWEEN EACH VANCOUVER,WA 98662
<br /> ) PH.360.695.9234
<br /> TRUSS/SUPPORT FAX 360.695.9634 ,
<br /> 27. 2x6 BOX B=AM/HEADER (12d @ 12"O.C.) �
<br /> MIDWEST OFFICE
<br /> 28. BUILT-UP GIRDER AND BEAMS (20d c7 32"O.C. AT TOP&BOTTOM AND ���_0�� _ _ _ 871 CANTERBURY RD., UNIT G
<br /> STAGGERED 2-20d AT ENDS AND AT EACH SPLICE) "" S�B 2x6 @ 16"O.C. WPHT440 2 OH2500 5
<br /> FAX 440.250.2501
<br /> PROPRIETARY INFORMATION NOTICE:
<br /> NAILING SCHEDULE NTs 11 PLYWOOD EDGE BLOCKING NTs g ROOF OPENING DETAIL NTs 6 VIIALL FRAMING DETAIL 3i8�� = 1�-0�� 1 THESEDOCUMENTSMAYCONTAIN
<br /> PROPRIETARY INFORMATION THAT ISTHE
<br /> SOLE PROPERTY OF YUM BRANDS,INC. SUCH
<br /> INFORMATION HAS BEEN PROVIDED TO THE
<br /> ARCHITECT OF RECORD FOR USE
<br /> SPECIFICALLY FOR THIS PROJECT. THE DESIGN
<br /> 36'-5�2' ELEMENTS EMBODIED W THESE DOCUMENTS
<br /> ARE SPECIFICALLY FOR THIS PROJECT.
<br /> (1)2X6 W/16d NAILS HFOROLE PIROPERTY OF YUM BRANDS,MNCNS *
<br /> C�8"O.C. STAGGERED
<br /> T.O. TRUSS � AND/OR EAARCHITECTURE&DESIGN,INC.
<br /> (3)2X6 COLUMN SEE S3.0 AND IS CONFIDENTIAL AND PROPRIETARY
<br /> PLYWOOD SHEATHING AND IS NOTTO BE COPIED,REPRODUCED,
<br /> � W/30d NAILS � SINGLE DOUBLE DISCLOSEDOROTHERWISETRANSFEREDTO
<br /> TRUSS BEARING
<br /> COMMENTS OTHER PARTIES IN ANY FORM WHATSOEVER
<br /> �OIST,RAFTERS OR TYPES TRUSS TRUSS POINT WITHOUTTHE EXPRESS WRITfEN CONSENT
<br /> TRUSS U.N.O. DESIGNATION DESIGNATION OF YUM BRANDS,WC.AND EA
<br /> ARCHITECTURE&DESIGN,WC.
<br /> 30d COMMON 30d COMMON 30d COMMON T1 -T29 X XX SEE NOTE 1.
<br /> NAI LS NAI LS NAI LS * r +
<br /> � � � MIN. 16" DIAMETER CLEARANCE
<br /> + MIN. 16°SQUARE A REVIEW CKSET 6.25.201
<br /> CLEARANCE AREA REVIEW CKSET 8.2.201
<br /> * AREA REQUIRED FOR HVAC DUCT 1 REQUIRED FOR HVAC �
<br /> � JOIST HANGERS- NOTES: & INSULATION.
<br /> � � � + OPENING SEE NOTE BELOW � ��2„ DUCT& INSULATION. Q AGENCY REVIEW 8.10.201
<br /> + + + * PER PLANS 1. HOLDOWN CONNECTORS SHALL BE SPECIFIED BY SITE SPECIFIC ARCHITECT/ Q DESIGN REVIEW 9.4.201
<br /> � ENGINEER BASED UPON LOADING DATA PROVIDED BY TRUSS DESIGNER. x
<br /> 0o co co + " 11 z Q 11.7.201
<br /> 2. PROVIDE SHOP DRAWINGS PRIOR TO FABRICATION. �
<br /> 0 0 0 * � � � � � Q MISC REV'SN 11.29.201
<br /> �
<br /> co co �o PLWD. EDGE 3. TRUSS MEMBER SIZES ARE FOR REFERENCE ONLY.ACTUAL SIZE SHALL BE � � � � '? � REVIEW RESP. 2.4.201
<br /> + + + NAILING (E.N.) DOUBLE 2x HEADER DETERMINED BY TRUSS MANUFACTURER BASED ON ACTUAL LOAD CONDITIONS TRUSS BEARING �
<br /> AROUND SAME SIZE AS JOIST AND CODES. EL. 10'_8" Q ----
<br /> co w w OPENING ___
<br /> OR RAFTER U.N.O. 1 2 CONT 2X4 LATERAL BRACING. 1 - ----
<br /> 0 0 o NOTE: EQUAL SPACES, TYP. SEE SHT. S3.0
<br /> HANGERS SHALL BE"SIMPSON"STANDARD "U"@ ROOF.
<br /> DBL. JOIST OR RAFTERS SHALL BE JOINED TOGETHER AS CONTRACT DATE: 04.10.18
<br /> � 1%, 1%" 1%z" 1%z" 1'/z" 1%2' FOLLOWS: 1O 2x6 MIN.
<br /> 1. 10"OR LESS NOM. DEPTH - 16d @ 12 O.C. STAGGERED NOTE: ALL WEBS MUST ALIGN BUILDING TYPE: M40-EXP.LT
<br /> 2. MORE THAN 10"- (2)16d @ 12"O.C. BETWEEN TFiUSSES O 2X4 MIN. PLAN VERSION: XX-XX
<br /> (3) 2X6 COLUMN (4) 2X6 COLUMN (3) 2X4 COLUMN "
<br /> BRAND DESIGNER: D.Dickson
<br /> BUILT-UP 2X COLUMNS NTs 12 Tl(PICAL. ROOF OPENING 1° _ �'_o" 10 TRUSS SCHEDULE NTs 7 TRUSS ELEVATION 1/4" = 1'_0" L SITE NUMBER: XXX-XXX
<br /> STORE NUMBER: 22602
<br /> �
<br /> TACO BELL
<br /> WIND WARD 18.5 PSF WINDWARD 18.5 PSF WINDWARD LEEWARD 2727 BROAD�NAY ST.
<br /> PARAPET 12.3 PSF LEEWARD 12.3 PSF LEEWARD PARAPET EVERETT,WASHINGTON 98201
<br /> GYP. BOAFiD OR PLYWOOD GYP. BOARD OR PLYWOOD GYP. BOARD OR P�YWOOD
<br /> 1/2" INTERIOR PLYWOOD SHEATHING 1/2" INTERIOR PLYWOOD SHEATHING GYP. BOARD OR PLYWOOD 1/2" INTERIOR PLYWOOD SHEATHING
<br /> -@ SHEAR WALLS ONLY -@ SHEAR WALLS ONLY PLYWOOD SHEATHING -SEE - a SHEAR WALLS ONLY 20 PSF
<br /> WALL SCHEDULE FOR TYPE �
<br /> SHEATHING - SEE WALL SCHEDULE INTERIOR PLYWOOD SHEATHING AND NAILING SHEATHING-SEE VVALL SCHEDULE
<br /> SHEATHING - SEE WALL SCHEDULE PER SHEAR WALL SCHEDULE LIVE LOAD
<br /> FOR NAILING TYPE FOR NAILING TYPE FOR NAILING TYPE
<br /> ANCHOR ROD TYP. REF. SIMPSON HOLDOVVN PER S1.0 D��O
<br /> ANCHOR ROD TYP. 6/S4.0 10 PSF ����
<br /> SIMPSON HOLDOWN PER S1.0 - SIMPSON HOLDOWN PER S1.0 M4O
<br /> REF. 6/S4.0 ANCHOR ROD TYP.
<br /> ANCHOR ROD TYP. SIMPSON HOLDOWN PER S1.0 W/3-2x6 POST.
<br /> REF. 6/S4.0 DEAD LOAD
<br /> ..
<br /> : ,:
<br /> ; REF. 6/S4.0 i , .. , ,....,, .' � 6x6 POST (APPLY TO TOP CHORD) EXPLORER LIGHT
<br /> � 5 PSF
<br /> COUNTERSINK STUD WALL PLYWOOD E.N. RTA/JTM
<br /> O COUNTEFiSINK STUD DEAD LOAD DRAWN BY:
<br /> � (2) 2X6 KING STUDS (APPLY TO BOTTOM CHORD) EA JOB: ,
<br /> 18-036
<br /> 2 TRIMMEI�STUDS
<br /> TRIMMER STUD NOTE:
<br /> REF. PLAN FOR LOCS. SIMPSON HOLDOWN (1) KING STUD REF. PLAN FOR LOCS. ALSO,APPLY ROOF TOP AND SUSPENDED POINT LOADS. WEIGHT SHEET:
<br /> FACE OF ROUGH OPENING PER S1.0 W/2-2x6 FACE OF ROUGH OPENING AND LOCATION OF UNITS AS NOTED ARE SHOWN ON THIS SHEET STRUCTURAL DETAILS
<br /> � POST. WALL PLYWOOD E.N. AND ARE NOT INCLUDED IN THE ABOVE LOADING DIAGRAM.
<br /> a A B C � VERIFY THESE LOADS WITH MECHANICAL SUPPLIER BEFORE ROOF
<br /> � - DESIGNING TRUSS. REFER TO 2/S4.2 FOR SNOW DRIFT LOADING. SHEET:
<br /> c-i
<br /> rn
<br /> �
<br /> 0
<br /> N
<br /> ; HOLDOWN DETAILS 11�2�� - ,�_o�� 4 TI�USS DESIGN CRITERIA NTs 3
<br /> N
<br /> O EA ARCHITECTURE & DESIGN, INC. AGENCY REVIEW RESPONSE PLOT DATE: 2.4.2019
<br />
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