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Plans BUP2014 - 001 87 FROJECT DESCRIPTION / NARRATIVE: DESIGN CRITERIA: WOOD FRAMING THIS PROJECT CONSISTS OF REPLACING THE EXISTING WAREHOUSE ROOF FRAMING SYSTEM THAT HAS BEEN CODE. 4.) ALL LUMBER TO BE DOUGLAS FIR NO. 2 OR BETTER, U.N.O. DAMAGED BY FIRE. ONLY THE WAREHOUSE ROOF SYSTEM IS BEING REPLACED. THE OTHER ROOF AREAS OF 2010 OREGON STRUCTURAL SPECIALTY CODE (2010 OSSC) a " THE BUILDING ARE UNAFFECTED. FURTHER REFERENCE REGARDING THE EXTENT OF THE DAMAGE CAN BE FOUND 2.) ENGINEERED WOOD PRODUCTS NOTED ON PLANS ARE TO BE AS MANUFACTURED BY REDBUILT AND t IN A REPORT PREPARED BY TAL50TT ASSOCIATES, INC., DATED MARCH 20, 2014. APPLICABLE SECTION: CHAPTER 34 SECTION 3405.3. INSTALLED PER THE MANUFACTURERS INSTRUCTIONS. TU R R E NTI N E AS PER THE REQUIREMENTS OF THE 2010 055C CHAPTER 34, SECTION 3405 (SEE DESIGN CRITERIA SECTION FOR 3.) ALL SHEATHING SHALL APA RATED, GRADE C-D AND MANUFACTURED WITH EXTERIOR GLUE, U.N.O. ENGINEERING, LLC MORE INFORMATION), THE FIRE DAMAGED ROOF FRAMING SYSTEM CONSISTS OF GRAVITY LOAD-CARRYING WIND: 4.) ALL FRAMING CONNECTORS SHALL BE AS MANUFACTURED BY SIMPSON STRONG-TIE, OR APPROVED. COMPONENTS THAT HAVE EXPERIENCED SUBSTANTIAL STRUCTURAL DAMAGE. THE ENTIRE WAREHOUSE ROOF BASIC WIND SPEED (3-SEC GUST) = 95 MPH PO Box 2465 Lebanon, Oregon 97355 FRAMING SYSTEM IS BEING REPLACED UNDER THIS PHASE OF THE PROJECT. EXPOSURE = B g THE EXISTING VERTICAL ELEMENTS OF THE LATERAL FORCE-RESISTING SYSTEM (REINFORCED CMU WALLS) WERE IMPORTANCE FACTOR = 1.00 Phone: CEIVE w%V,41-258-7004 NOT FIRE-DAMAGED (SEE REPORT REFERENCED ABOVE). THEREFORE THE 2010 055C CHAPTER 34, SECTION 119 3405.2 IS NOT APPLICABLE. SEISMIC:OCCUPANCY CATEGORY = II DEFERRED S�F�I I I I M ITT��S SEP' 3 'i1"4 THE NEW ROOF FRAMING SYSTEM HAS BEEN DESIGNED PER THE REQUIREMENTS THE 2010 OSSC CHAPTER 34, SEISMIC DESIGN CATEGORY = D SECTION 3405.3. THE GRAVITY DESIGN LOAD REQUIREMENTS (SNOW LOAD) AT THE TIME THE STRUCTURE WAS C�' YOFTIGARD iJ DOCUMENTS FOR DEFFRRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ENGINEER IN RESPONSIBLE BUILT ARE THE SAME AS REQUIRED BY THE CURRENT CODE, HOWEVER, PURSUANT TO SECTION 3405.3 AN SITE CLASS = D CHARGE WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION BU INC If,ISION ANALYSIS OF THE EXISTING LOAD BEARING WALLS SUPPORTING THE ROOF SYSTEM WILL BE PROVIDED PER IMPORTANCE FACTOR, IE = 1.00 INDICATING THAT THE DEFFRRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND BEEN FOUND TO BE IN SECTION 3405.3 IN THE STRUCTURAL CALCULATIONS ACCOMPANYING THIS SUBMITTAL. ANALYSIS PROCEDURE: EQUIVALENT LATER FORCE PROCEDURE (ASCE 1-05 SECTION 12.8) GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE P Fs INFORMATION REGARDING THE EXISTING CONSTRUCTION WAS OBTAINED FROM THE ORIGINAL CONSTRUCTION INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING �`�� N FQ `si0� DOCUMENTS FOR THE BUILDING PREPARED BY NICOLI ENGINEERING AND CONSTRUCTION SERVICES, INC., DATED SS = 0.904 SDS= 0.11ro OFFICI'A'L' 721 8PE 9r FEBRUARY 190, Si = 0.419 SDI = 0.442 THE FOLLOWING IS A LIST OF DEFERRED SUBMITTALS: GON GRAVITY LOADS A.) SHOP DRAWINGS AND DESIGN CALCULATIONS FOR THE ROOF TRUSS SYSTEM. y9j� '�� 15, ROOF SNOW LOAD 20 PSF MINIMUM IN ACCORDANCE WITH THE OSSG N F. TUIR GENERAL: SNOW DRIFT LOADS . PER THE OSSC AS SHOWN ON PLANS EXPIRES : 6/30/`IE GROUND SNOW LOAD : Pg = 10 PSF PER 2001 SEAO SNOW LOAD ANALYSIS FOR OREGON 1.) ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, PF = 8.4 PSF = 0.1►Ce*Ct•I•Pe (Ce= 1.0, Ct= 1.2, 1= 1.00) SPECIFICATIONS, AND THE 2010 O.S.S.C. (OREGON STRUCTURAL SPECIALTY CODE), 2009 IBC. A55LRE V I AT I ONGJ' 2.) STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS. STRUCTURAL DRAWINGS SHALL BE DESIGN ROOF SNOW LOAD 20 PSF + 5 PSF RAIN-ON-SNOW SURCHARGE FOR FLAT ROOFS = 25 PSF II�� USED WITH ARCHTICTECTURAL, CIVIL, MECHANICAL, AND ELECTRICAL DRAWINGS AS WELL AS THE PROJECT SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REQUIREMENTS FROM THESE APPROX. APPROXIMATE L.L.V. LONG LEG VERTICAL DRAWINGS AND PROJECT SPECIFICATIONS. ARCH. ARCHITECT MAX. MAXIMUM /� I p BD. BOARD MN. MINIMUM 3.) THESE GENERAL NOTES APPLY UNLESS SPECIFICALLY NOTED OTHERWISE. REQUIRED TEST INCA AND Si��C I�4� INSfi��CT I ON PROGRAM; : B.O. BY OTHERS MTL. METAL BLDG. BUILDING MISC. MISCELLANEOUS 4.) ALL DETAILS ARE TYPICAL. FOR CONDITIONS NOT SPECIFICALLY SHOWN, PROVIDE DETAILS SIMILAR TO C.J. CONTROL JOINT N.I.G. NOT IN CONTRACT THOSE SHOWN. SUBJECT TO REVIEW. CLC. CEILING NO. NUMBER SUBMITTALS / REVISIONS: SPECIAL INSPECTION: CLR CLEAR NOM. NOMINAL 5.) ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS SHALL BE FIELD VERIFIED. THE CONTRACTOR 7-31-14 PERMIT SET SHALL NOTIFY THE ARCHITECT / ENGINEER OF ANY SIGNIFICANT DISCREPANCIES FROM CONDITIONS SHOWN ON SPECIAL INSPECTION WILL BE PROVIDED BY THE OWNER BASED ON THE REQUIREMENTS OF THE 2010 C.M.U. CONCRETE MASONRY UNIT N.T.S. NOT TO SCALE 0 THE DRAWINGS. OSSC AND SUMMARIZED IN THE TABLE BELOW. CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE AND CONC. CONCRETE O.G. ONCENTER CONTINUOUS O.C. OUTSIDE DIAMETER 1 9-2-14 CONSTRUCTION SET ACCESS FOR THE SPECIAL INSPECTOR TO PERFORM THESE INSPECTIONS. 6GO RR. CORRIDOR OPP. OPPOSITE .) OMISSIONS OR DISCREPANCIES BETWEEN THE VARIOUS ELEMENTS OF THE CONTRACT DRAWINGS SHALL BE CO DETAIL OPP.PLYPLYWOOD BROUGHT t0 THE ATTENTION OF THE ENGINEER OF RECORD BEFORE PROCEEDING WITH THE WORK. DWG. DRAWING READ. REQUIRED VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD IBC REFERENCE EA. EACH R.O. ROUGH OPENING 1.) CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, E.J. EXPANSION JOINT S.F. SQUARE FEET SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. THE ENGINEER HAS NO OVERALL POST INSTALLED CONCRETE OR MASONRY ANCHORS (E) EXISTING SIM. SIMILAR SUPERVISORY AUTHORITY OR ACTUAL AND / OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING INSPECTION OF ANCHORS INSTALLED IN APPLICABLE ICC EVALUATION FL./FLR. FLOOR S.S. STAINLESS STEEL CONDITIONS AT THE SITE AND / OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE F.O.S. FACE OF STUD 5%. STEEL CONTRACTOR. THE ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY MASONRY X REPORT GAL V. GALVANIZED T.O.S. TOP OF STEEL HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE GYP. GYPSUM TYP. TYPICAL PROJECT SITE. HORIZ. HORIZONTAL U.N.U. UNLESS NOTED OTHERWISE ID. INSIDE DIAMETER VERT. VERTICAL 5.) CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ENGINEER FOR APPROVAL PRIOR JST. JOIST W/ WITH TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS L L.L.N. LONG LEG HORIZONTAL W/O WITHOUT REQUIREMENT. PROGRAM FOOTNOTES: 1.) THE ITEMS CHECKED WITH AN 'X' SHALL BE INSPECTED IN ACCORDANCE WITH OSSC CHAPTER 11 BY A SHALL SEND (COPIES OF ALRFROM AN L STRUCTURAL TES NG ANDSINISPECCENCY. THE TESTING T ON REPORTS DIRECTGENCY LY TO THE V I C I I V I TY MAP= Z STRUCTURAL ENGINEER, CONTRACTOR AND BUILDING OFFICIAL. ANY MATERIALS WHICH FAIL TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY ;-::)F- BROUGHT t0 THE ATTENTION OF THE O STRUCTURAL ENGINEER. SPECIAL INSPECTION TESTING REC.,UIREMIENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. Etr`s ;a" '°� 4 U Y =5 2.) CONTINUOUS SPECIAL INSPECTION MEANS THAT A CERTIFIED SPECIAL INSPECTOR IS ON THE SITE AT ALL TIMES OBSERVING THE WORK REQUIRING SPECIAL 1146PECTION6 (OSSC 1102). PERIODIC �F "�' ' '� nF, R�, fr.,t,G, •' m .�7 SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR, IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM THAT ALL WORK REQUIRING SPEC'AL INSPECTION IS IN COMPLIANCE LLI Z (OSSC 1102). 14 Li Li Q -, N C"rcii6gr6s};.Music .+ �t�sr-s W I n y 5 Cta ! c'sf'zza /'� E?1JC', (1 i OQ Rd � regon state far•' LL 0 t ulfifamily NV . , � O(formerly N41-tr1o..SNOW LOAD DIAGRAM: Columbia 00 LC) ,. 141 DminbuuonCenler er w `.- Service Parrers Supply I I I I I OregonLami c:omper�y Aad rs O ' N 3eamsMesCycling"#�. � W ' z cAirsgar,Btanch,ta} O:ercui£t;its€rress Park!._; - - 1W D < F > 'iCsia hSaltsr& Portland Service *z . kMi:F'Sngineernq a'G2,dA vcsnvau, COBB Casrnedsy Media,-y Map Data©2014 Google SITE ADDRESS: 15995 SW 14TH AVE. CrY GP nGMW � TIGARD, OR 131224 VI ED FOR C COMPLL4=9 (E) ROOF a Approve& t_ Date: 7-31-14 OTOS Scale: Permit#4 Fo P26 --on( -"7 Drawn by: SET Addresses Checked by: SHEETINDEX n c nates ro J � No.: 140604 Drawing No.. SHEET DESCRIi�TION >�F'�'ICE COPY DRAWING TITLE: 50.1 GENER,4L NOTES GENERAL NOTES (E) ROOF 61.1 ROOF FR,4MING PL,4N B 51.2 ROOF DIAFHR,4GM PLAN 52.1 BUILDING SECTIONS 53.1 DETAILS N SHEET 0 017 N a somi r� TURRENTINE 3 2 1 ENGINEERING, LLC 4 C PO Box 2465 Lebanon, Oregon 97355 32'-4 1/s" I 132'-0" I Phone: 541-258-7004 he'-4" I I I I I 2S _g I NOTE TO TRUSS MANUFACTURER: THESE TRUSSES MUST BE CAPABLE OF RESISTING A TENSION / COMPRESSION ROF TRUSS LAYOUT a" 124"24" 32" 32" O.G. - TYP. I AXIAL LOAD OF 624e* (SEISMIC LOAD I 32" O.C. - TYP. 32" 24"24" 8" TRUSS LAYOUT Ss BASED ON ALLOWABLE 5TE56 DESIGN). io REF: DETAILS FOR CONNECTION CAPACITY I I y 721 PE REQUIREMENTS AT ALL TRUSSES. I I r I APPROX. LOCATIONS OF I I I cP� ✓ EGON I (E) ROOF AND OVERFLOW y� 15 I 2 MECH. UNITS AND APPROX. WEIGHT DRAINS. CRICKET FRAMING ( I F. TUP, I I I 52.1 4 INCLUDING CURB AS SHOWN TO BE INSTALLED OVER I I DOUBLE TRUSSES AT EA. SIDE OF ROOF SHEATHING. I ( I EXPIRES : 6/30/ 16 53.1 MECH. UNITS -TYP. I - - - 4 x 10 4'-0" O.G. BTWN. WALLAND FIRST JOIST AS SHOWN o SUBMITTALS / REVISIONS: 7-31-14 PERMIT SET `r Z2� 9-2-14 CONSTRUCTION SET - - I I I 4 x 4 6 4'-0" O.C. AS SHOWN TO ALIGN W/ PANEL JOINTS AND STRAPS PER ROOF DIAPHRAGM PLAN. — �; 4 x 10 a 4'-0" O.C. BTWN. WALL `9 — AND FIRST JOIST AS SHOWN g T}zUSSES I U�DAMArZED ( ) R®bF REpBUILT 48 RED- � — I 82.1 _ 2 (� Z - - ul I 0 I I ° D I I co Zw — — — — - - - - - - O Q N I I W V N _! W = — — — - - - - - - CC C - - - - - - - - - - - - - - - - \ O � o E O Lf, — — — — S 1 — — — — REF: 3 FOR TYP. FRAMING 0) (\I 53.1 DETAIL AT MECH. W T) — — — ® — ® — — — UNIT CURBS. i I Z � 4 x 4 4'-0" O.G. AS SHOWN TO ALIGN W/ N A1` AGD (E ROOF O PANEL JOINTS AND STRAPS PER ROOF — — ® ® =R4 MI1�1Cz — DIAPHRAGM PLAN. I I V W I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - D - I ' m I � I <v I I I I I U w O — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — I— — — — — - - CL I Date: 7-31-14 I I I Cale: Drawn by: SET Checked by: Job No.: 140604 ROOF FRAMING PLAN NOTES: Drawing No.: DRAWING TITLE: 1.) REF: SHEET 61.2 FOR ROOF SHEATHING AND SHEATHING ATTACHMENT REQUIREMENTS. 2.) SKYLIGHTS FITTING BETWEEN THE TRUSSES (32" NOMINAL WIDTH) MAY BE PLACED BETWEEN GRID LINES ROOF FRAMING PLAN 112" AND 113" AND AT V-m" OR MORE FROM THE NORTH AND SOUTH WALLS. NORTH 1 ROOF FRAMING PLAN SHEET N Simi e ��� TURRENTINE 3 2 ENGINEERING, LLC 4 C PO Box 2465 Lebanon, Oregon 97355 32'-4 1/a" I 132'-0" I Phone: 541-258-7004 I I I I I I I I I I Fs I 28'-0" 14 -8 28'-0 � F O N-I I N-2 I N-1 GI p s2 NO BLOCKING REQUIRED IN THIS AREA I 7 198PE r PLYWOOD EDGES IN THIS AREA SHALL PLYWOOD EDGES IN THIS AREA SHALL HAVE SOLID 4x BLOCKING PER THE I I HAVE SOLID 4x BLOCKING PER THE ROOF FRAMING PLAN BY ALIGNMENT ROOF FRAMING PLAN BY ALIGNMENT cn EGON 441 WITH COIL THE STRAPS. I I WITH COIL THE STRAPS. I �9�N�/ 15 a'-0" 141-011 ,1 START PLYWOOD F• TUR�� I LAYOUT HERE EXPIRES : 6 I I START PLYWOOD LAYOUT AT THIS CORNER W/ 4' x 4' - - - - - - � - - - - - - - - SHEET - - - - - x SUBMITTALS / REVISIONS: �� � \\ // � x p 7-31-14 PERMIT SET 9-2-14 CONSTRUCTION SET 1\ 11100 x PROVIDE 10d NAILS PROVIDE 10d NAILS \\ / \ a 4" O.C. ALONG a 4" O.G. ALONG cn \ \p ROOF JOIST AT THIS ROOF JOIST AT THIS \ LOCATION LOCATION UNDAMAGED (E) ROOF \ x >< < >< SUB-DIAPHRAGM SUB-DIAPHRAGM >< >< >< ;< \ / / \ x z w /' �\ // �\ // �\ /' �\ i/ ` O V N ILL 0 - - - - - - - - - - - - - - \ ><'' >G'' ><' ><'' ><'' ><'' ><'' ><'/ >G' >G'' <' ><' >G'/ >G - - - - - - - - - - - - 0 - O L0 < IF- W `" SIMPSON CSI�o COIL STRAPS x 2-1'-6" I SIMPSON CSIro COIL STRAPS x 2-1'-(o" I U) 0 LONG a 4'-0" O.G. LOCATED AT 4 x 4 I LONG m 4'-0" O.C. LOCATED AT 4 x 4 FRAMING SHOWN ON ROOF FRMAING FRAMING SHOWN ON ROOF FRMAING O N PLAN - SEE DETAIL FOR FASTENERSUNDAMAGED lE) ROOF I PLAN - SEE DETAIL FOR FASTENERS Uw Z ac I D a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 I I I I m I c0 I U w O - CL 7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I Date: 7-30-14 I Scale: Drawn by: SET Checked by: Job No.: 140604 FROOF DIAPHRAGM FLAN NOTES: NAILING SHEDULE Drawing No.: DRAWING TITLE: 1.) ROOF SHEATHING SHALL BE 23/32" APA RATED PLYWOOD W/ A MIN. SPAN RATING OF 40/20. NOTE: IN ADDITION TO THE NAILING REQUIREMENTS SHOWN BELOW, PROVIDE 10d NAILS ia 4" O.G. AROUND THE ROOF DIAPHRAGM PLAN 2•) N_x INDICATES NAILING PATTERN PER NAILING SCHEDULE ON THIS SHEET. PERIMETER OF THE WAREHOUSE ROOF. 3.) �- INDICATES WALL TIE W/ HOLDOWN AND STRAP PER DETAIL 2 N-1 ALONG PANEL EDGES = 1001 a 4" O.G. 53.1 ALONG INTERMEDIATE MEMBERS = 10d a 12" O.G. N-2 ALONG PANEL EDGES = 1001 a 6" O.C. ALONG INTERMEDIATE MEMBERS = 10d 6 12" O.G. aNORTH SHEET 0 1 ROOF DIAPHRAGM PLAN N va" = 1'-0" Cn �.2 S1m2 AI il" , 17c { TURRENTINE ENGINEERING, LLC PO Box 2465 Lebanon, Oregon 97355 Phone: 541-258-7004 I I I I I F I I I I I �G I N E 721 PE r EGON NEW TRUSSES PER ROOF FRAMING PLAN F. TU?\ EXPIRES : 6/30/ 1 ........................................ OFFICE SPACE (E) CMU WALL PER DETAIL 3 SUBMITTALS / REVISIONS: 52.1 �O 7-31-14 PERMIT SET WAREHOUSE �j 9-2-14 CONSTRUCTION SET (E) CONC. SLAB OFFICE SPAGE ON GRADE 1 EAST-WEST BUILDING SECTION S2.1 I/8" = 11-011a Z Z J V D a: m ~ O w -t W > N N h C � � J w � 0-) 32" O.C. 32" O.C. I� LL 0 I I I I I O Cn o 00LC) � cc C C� G W to Z NEW TRUSSES PER ROOF FRAMING PLAN S GMU (2) *S BARS V W Z Q 3/S" / FT. 24'-0' NOTE. EXISTING INFORMATION OBTAINED FROM ORIGINAL CONSTRUCTION DRAWINGS FOR BUILDING. REF: GENERAL NOTES FOR MORE INFORMATION. U (E) GMU WALL PER DETAIL 3 OFFICE SPACE o 82.1 3 TYR WAREHOUSE WALL CONSTRUCTION WAREHOUSE S2.1 N.T.s. Date: 7-30-14 Scale: (E) CONC. SLAB Drawn by: SET ON GRADE OFFICE SPACE Checked by: �01-011 Job No.: 140604 Drawing No.: DRAWING TITLE: BUILDING SECTIONS 2 NORTH-SOUTH BUILDING SECTION S2. I/S" = I'-0" a 0 SHEET 0 N Sl2mi ALL COPING AND FLASHING ALL COPING AND FLASHING BOUNDARY NAILING PER TO MATCH (E) DBL. 2 x 8 TOP PLATETO MATCH (E) ROOF DIAPHRAGM PLAN 0,11 2�'-4" (VERIFY) SIMPSON HGAIO EA. SIDE OF TRUSS MILE 15/32" PLYWOOD FRONT CONT. BLOCKING SUPPLIED CHORD W/ (2) 6IMP50N 1/4" x 1 1/2" AND BACK BY JOIST MANUFACTURER SDS SCREWS INTO TRUSS AND (4) NOTE: 5/8" TYPE "X" GYP. I/4" x 1 1/2" SDS SCREWS INTO PLATE. (E) iE 5 x 5 x I/4" W/ (2) 71116"0I SHEATHING (NOT SHOWN) REQ'D ON 6d NAILS 'a 4" O.C. INTO BEARING PLATE AND NAILS PER TU R R E NTI N E I FRONT E BACK OF PARAPET TO BLOCKING # 4 x S TRUSS MANUF. INSTRUCTIONS HOLES WELDED TO T.S. I I ACHIEVE 1-HR RATED CONSTRUCTION - ENGINEERING, LLC I I � ROOF SHEATHING TO MATCH EXT G. 15/32" PLYWOOD NOTCHED I 1 (2) 3/8"0 x 3" LAG SCREWS , I I I 2 x 8 PLATE - NOTCH AROUND 1 AROUND ENDS OF TRUSS I PO Box 2465 Lebanon, Oregon 97355 2 x 8 Q 24" O.C. (E) T.S. ATTGHE TO EA. TRUSS CHORDS o Phone: 541-258-7004 W/ (2) 16d NAILS ° ° SIMPSON HGAIO EA. SIDE OF TRUSS i I ATTACHED PER DETAIL 1/53.1 I I ROOF SHEATHING - NOTCH 1 I NOTE TO TRUSS AROUND T.S. J4 26'-0" MANUFACTURER: BOUNDARY NAILING PER THE CONNECTION ROOF DIAPHRAGM PLAN - - - - - - - - - OF THE TRUSS TO _ 4 x 8 P.T. BEVELED 3 3/8" MAX. THE 4 x S MUST PLYWOOD AND BLOCKING - 3/8" PER FT. TO EDGE BE CAPABLE OF AND NAILING PER 1/53.1 I o i _ I OF HGAIO RESISTING 80�* F (E) 3/4 A.B. W/ 6 MIN. S ° I NOTE TO TRUSS EMBEDMENT a 48" O.C. 1 �`' �� NFFp s 1 I MANUFACTURER: THE 24'-m" I II I CONNECTION OF THE 72198PE r _ TRUSS TO THE 4 x 8 (E) *S BAR - CONT. i I MUST BE CAPABLE cn R NQj OF RESISTING S0­1* q o � REDBUIT RED-5 TRUSSES REDBUIT RED-6 TRUSSES 4 x S P.T. BEVELED I I PER ROOF FRAMING PLAN (E) CMU WALL PER ROOF FRAMING PLAN F• TURA 0 3/8 PER FT. 3 3/8" MAX. EXPIRES : 6/30/ 16 lE) CMU WALL ( I TO EDGE BEARING PLATE AND NAILS PER I I OF HGAIO TRUSS MANUF. INSTRUCTIONS • I 1 NOTE: EXISTING INFORMATION :• NOTE: EXISTING INFORMATION OBTAINED FROM OBTAINED FROM ORIGINAL " ' I I ORIGINAL CONSTRUCTION DRAWINGS FOR BUILDING. CONSTRUCTION DRAWINGS FOR REF: GENERAL NOTES FOR MORE INFORMATION. BUILDING. REF: GENERAL NOTES (E) T.S. 2 x 2 x 1/4" POSTS a FOR MORE INFORMATION. 8'-O" WELDED TO STEEL lE BOLTED TO (E) CMU WALL TO REMAIN IN PLACE. q. DETAIL AT NORTH WALL K-f DETAIL AT SOUTH WALL SUBMITTALS / REVISIONS: 53.1 1 1/21 S3.1 11/2" = 1' z 7-31-14 PERMIT SET 9-2-14 CONSTRUCTION SET 2-l'-4" A.F.F. SIMPSON CS16 COILED STRAP PER ROOF DIAPHRAGM PLAN CUT TO 2-1'-6" LONG W/ (lm) lmd NAILS INTO 4 x 10 AND 106 NAILS e 8" O.C. ALONG (E) CMU WALL . .;. ENTIRE LENGTH OF STRAP INTO 4 x 4'5 SIMPSON DTT2Z-6D62.5 6 4'-0" O.G. 4 x 4 BLOCKING s 48" O.C. - SEE W/ (8) SIMPSON SDS 1/4" x 2 1/2" ROOF FRAMING PLAN BOUNDARY NAILING PER ROOF SHEATHING ROOF DIAPHRAGM PLAN VARIES -\,.,r T T T T TT T T O o o ° 0 0 SIMPSON Z44 Z e°O CLIPS TO 0 1/2"0 A30-1 THREADED ROD AT SUPPORT HOLDOWN INSTALLED IN HILTI HIT BLOCKING -TYP. V HY-70 ADHESIVE (SPECIAL INSPECTION REQ'D PER E5R-2682) W/ 4 1/2" MIN. EMBEDMENT. INSTALL IN CENTER OF FULLY GROUTED CMU COARSE. m SIMPSON HU641OTF -TYP. Z W CONT. 4 x lm W/ l/16"O MAX. HOLES O Q N AT THREADED RODS. W V N REDBUIT RED-5 TRUSSES PER ROOF FRAMING PLAN j W rn In cr� O.C. PER ROOF Q FRAMING PLAN NOTE: EXISTING INFORMATION OBTAINED FROM ORIGINAL CONSTRUCTION DRAWINGS FOR BUILDING, OLnQ REF: GENERAL NOTES FOR MORE INFORMATION. Q 0-) 0 2 DETAIL AT EAST AND WEST WALLS I Z U) S3.1 1 1/2" = 1' Q = Vw Z °C � a U W MECH. UNIT AND CURB z 'D Date: 7-31-14 Scale: RX A Drawn by: SET Checked by: Job No.: 140604 Drawing No.: DRAWING TITLE: SIMPSON J526 TYP. At DETAILS ALL 2 x 6 CONNETIONNS TO TRUSSES OR TO 2 x 6 DIRECTLY UNDER ALL SIDES EACH OTHER. MECH. UNIT CURB (CURB ATTACHMENT BY OTHERS) NOTE: LOAD TRANFER BLOCKS MAY BE REQ'D BTWN. TRUSS CHORDS. REF: MANUF. SHOP REDBUIT RED-6 TRUSSES DRAWINGS FOR INSTRUCTIONS. PER ROOF FRAMING PLAN E Cl ra 3 TYPICAL MECH. UNIT SUPPORT SHEET S3.1 11/2" = 1'-m" S3ml ATTENTION BUILDER OPENMWEB TRUSS INSTALLATION INFORMATION Enclosed is IMPORTANT information on how to safely and B UILTTM properly install open-web trusses. Personal injury or death Engineered Wood Products may result from failure to read and follow this information. 1 PRODUCT HANDLING 5 INSTALLATION BRACING 8 NAILING OF SHEATHING TO TOP CHORD MEMBERS THIS NOT THIS WARNING (Y Without correctly installed bracing, Maximum Nail Spacing Minimum Nail Spacing ire r �i� • ° { Widest spacing f or nails Red-L' Red-M� RedLam" LV Ltrusses can bow and roll over, Nail TypeNail Size Red LT' Red-S" in each chord member is c causing death Ser10US personal 24 OC Sheathing — _ . Red-WRed H' Narrow Face injury, or property damage. WARNING 8d(l) .113°x 21/2, 4„ 1�/z„ 4„ 2„ 3, J 131"x 21 „ 6" 11/„ 6,+ 2„ 3,+ Nailing closer than /2 2 a ° — ///// �� 128"x3" 6„ 1i/z,+ 6+ 2,+ 3„ l - NOTICE specified may cause 1od 1 , (2) �o 148„x3„ 6„ 1/z 6° 2/2, 4„ 7_ Installation bracing and procedures, -i the chord to split 31/a' 11 2° 3” - 128„x 6" /2„ 6,. �,, 12d 1 1 1 �, 1 as well as the safety Of workers, are Chord ,y .148"x3/4" 6 1/2 6" 2/2 4"(z) members .135"x 31/ 6" 11/2° 6" 21/2" 4" WARNING CAUTION _ _-_ - the responsibility of the installer. 16d 12" 148"x 3/a 6" 11/2, 6" 21/2„ 4',(z) The installer should make sure that 113/., g+, 4" $,.(3) Workers should stay clear when cutting the banding to avoid DO NOT hit webs with forklift forks. DO NOT stack building materials on Nailing pattern per plans and specifications. 162"x 3/2" 8" DO NOT walk on the trusses until this installation information is possible injury from flying banding or toppling trusses. Bent or dented webs must be replaced. trusses before all truss bearings and Nail spacing should never exceed 24" (1)14 gauge staples may be a direct substitute for 8d(21/2")nails if a minimum all truss bearings and bracing understood by all persons involved on-center in either chord member.Do not penetration of 1"into the the flange is maintained. have been permanently attached. bracing have been permanently use nails smaller than 8d or larger than 16d. (2)Minimum spacing must be 5"for 4 rows of nails. • Trusses will be delivered to the jobsite in bundles of twenty or fewer, banded together for handling and shipment. To avoid p y in the truss installation. attached. See section 7 (3)Spacing may be reduced to 5"where nail penetration does not exceed 13/$". damage they should be left in these bundles until they are ready to be installed in the structure. Injury may result. If more than one row of nails is used,offset rows at least 1/2"and stagger. • Miscellaneous hardware such as bearing angles, lag screws, bolts and nails as required for each specific job will be shipped in Maintain 3/8"minimum edge distance. bags or boxes with the trusses. Brace EACH truss as it is placed • Bridging material and pre-cut blocking items, if supplied by RedBuiltTM will be bundled and banded. 5A I Starting Bracing: Laterally braced end wall or beam 5B I Starting Bracing - No laterally braced end wall or beam F9-] STANDARD INSTALLATION DETAILS F2 P R 0 D U CT STORAGE 2x4 starter strut by contractor,with Strut Bracing Row S acing Laterally braced end framing anchors supplied by RedBuiltTM. Sheath and nail per project architect, Red-S`1 10'OC wall,beam or ledger See section 5D. engineer,or local building code.See Red-L",Red-M" Red-H 12'OC 9A THIS NOT THIS /--J- section 8 for allowable nailing. Red-w'V 14'OC Slotted truss clip by others to Spacing of clips and blocks per EOR Note:Double chVall bottom of truss, each side of Strut bracingrequired and wall. Do not nail clip to wall.q truss simsupplied by RedBuiltT"' p ce"X" 2-10dx3"nails DistanSee plan and section 5B �wNote: Double chordUnder Roof Under Floor each end for number of rows `�� truss similar Span "X" Spanrequired.See section 6 `�� -- ,- 1 _ 3 ++ for truss alignment. Non-load 0 20 1/4" 0 20 /4 Fit blocks t o O bearing 20'-40' 21/2" 20'-40' 11/4" for movement -.,j partition wall 2x4 blocks(or multiple—/ o ,l 40-60 4" 40'-60' 2" p " blocks)nailed to brace Distance X" _ Distance "X"(gap (gap between Recommended Attachment for Non-load bearing Beane,wall.or �- Red-S truss shown(typical). Strut bracing required and supplied by RedBuiltTM. between wall &truss) g o ledger support Details for other open-web trusses See plan and table above for number of rows Non-load Bearing Partition partition wall wall&brace) �s- (typical) similar. required.See section 6 for truss alignment. gB 9C • Always set truss bundles on stickers placed at the truss pin locations. — --- Support member Note: Double chord Never store trusses flat or set trusses directly on the ground or in 5C Intermediate Bracing - Middle of bay 5D Typical strut brace conditions , by others truss similar contact with standing water. 1odx11/2°nails • ~� ��Y supplied b RedBuiltTM -- Cover truss bundles with paper wrap or canvas tarps to protect them 2x4 starter strut by 2x4 with two pP y ' contractor,with framing 10dx3"nails Roof strut bracing- �'� Nailer per plan.Attach to from the weather. Do not use plastic covers as they will cause truss bottom chord with moisture to accumulate on the trusses. Prolonged exposure to the Damaged trusses must be anchors sRedBu I T1- by contractor -- truss top ono d I 2-10dx3"nails min. elements harms the appearance and strength of the trusses, repaired or replaced \ i /ryp at floor 7 L (2)2x on edge by others ` - Typ at of Load (spanning a min. of 2 panel Typ at C (Maximum load and location points). Install one bolt above L Splice nailer together with 3-:LOdx3" Abbreviation Term end wall p nails each side through 2x4x24" GENERAL INFORMATION FO R M AT I 0 N j Floor strut shall be t accordance with each bottom chord in to hold g F3] AFP Approved for Production bracing approved truss calculations) 2x's in place. block 12"on either side of splice) AOR Architect of Record Sheath and nail per project �, g- ( p ) CL Centerline architect,engineer, or local attach to On building code.See section 8 underside Support Detail for Loads Supported from f' "common" DBL Double � Typ at odd spacing pp pp • All nails specified in framing package to be common nails unless noted DL Dead Load for allowable nailing. of truss Bottom Chord Nailer otherwise. Use proper size nails to fill all nail holes in bearing clips, T", ' top chord Bottom Chord p p g I � EOR Engineer of Record Strut bracing required and supplied by RedBuilt See bridging clips, bracing, etc. FBO Framing by Others plan and section 5B for number of rows required.See FOC Face of Concrete section 6 for truss alignment. 9D 9E FOS Face of Stud • Do not scale drawings: written dimensions take precedence. GC General Contractor Note: Double / 30 LL Live Load chord truss � LSL Laminated Strand Lumber (Red-S"')similar ( Field bend bridging • Manufacturer's responsibility is only for the design of the RedBuiltTM LVL Laminated Veneer Lumber clip before nailing to products and not for an supporting structure or loads other than OFA Out for Approval M [6] INSTALLATION TOLERANCES PERMITTED o bridging row p Y pp g OW Open-Web Trusses by RedBuilt indicated herein. All materials shall be supplied by others, unless PLT Plate Overhang Tolerance at Bearing / PSL Parallel Stranded Lumber specifically noted as "by RB" or "by RedBuiltTM" herein. Re RedBuiltTM Truss Chord Alignment Tolerance Vertical Alignment Tolerance (Red-S"' bearing shown) v Strongback bridging 5-10dx11/2" /2"maximum Strongback bridging --� nails by RB per plan with p 1 j — , - approximate 12 la r � per plan with .., - ---- approximate 12"lap - - - - - - - -- r -- - ur r u D. 5-16dx31/2, [4] MATERIAL IDENTIFICATION -f"�' ' �? alled �� SHO RAWING / SUBMITTAL REVI W y Rg nails, clinched, 5-10dx11/2"nails by RB To provide proper Bottom chord of truss —+--` --� �"-1/a"maximum overhang*fo by others 1 43/8"+ all truss bearing hardware APPR V D 5-16dx3/2 nails,clinched, by others should not be out of square ❑ APPROVED WITH CHANGES NQT9D A. n` --E:E A. Strut Bracing is tubular steel with flattened ends supplied with all open-web performance,trusses I,. , „ should not vary more than with deck by more than 1/4" *1/2"maximum overhang for Red-M"'series ❑ REVI D RESUBMIT El & Red-H St on back Bridging Red-L"', Red-W' ' and Red-S"' Strongback Bridging trusses (Simpson HRS12 supplied for 12 OC systems). Strut bracing to be 1/2 from a straight line per 12"of truss depth(e.g. trusses with Z-Clip or Pedestal bearing No tab for single-chord trusses installed as each truss is set. See sections 5A- 5D. 1/2"for 24"deep truss) hardware SUBMITT W S REVIEWED FOR DESIGN CONFORMITY AND GENERAL CONFORMt TO WIN I Mu I JUCUMENTS ONLY.THE CONTRACTOR IBLE FOR CONFIRMING AND CORRELATING DIMENSIONS AT B. B. Plywood Edge Blocking Is provided b RedBuiltTM on some projects and used for JOB SITE FOR TOLERANCES, CLEARANCES, QUANTITIES, � g g g g g g y g p , g F7] STACKING MATERIAL FABRICATI PROCESSES AND TECHNIQUES OF CONSTRUCTION, nailin sheathin ed es. Ed a blockin does nor take the lace of strut bracinCOO DIN ON OF HIS WORK WITH OTHER TRADES AND FULL and will not prevent trusses from bowing. Install edge blocking after strut bracing (installation bracing) is in place and immediately prior to laying sheathing. THIS NOT THIS BY S: DATE q 3 C. C. 2x4 Starter Struts supplied by contractor with framing anchors each end (shipped URRE INE ENGINEERING LLC loose) supplied by RedBuiltTM. Flatten speed prong and fold portion of vertical tab ���\ ' - �� TION ' DO NOT cut, drill or damage the chords or webs. around end of 2x4. Attach with 6-Sdx11/ DO NOT remove steel pins or webs (even temporarily)2" nails each end. See sections 5A and 5D. ; \ _ OF TRUSSES � �. •�-�• DO NOT make field modifications to trusses without D. D. Cross Bracing is provided for most bottom-bearing locations. Cross bracing to be J NOT PERMITTED 1 ED written approval of RedBuiltTM Maximum oof ---= installed as each truss is set. Contractor to bend ends prior to installation. CAUTION -- iM � f � 3 sheets of RedBujitTM Open-Web Truss Product Sections - Refer to plan for series and depth she10'fetof ®® truss length. WARNING For allowable holes and fasteners information Single Single Double Double Double DO NOT allow workers or materials on the trusses until all truss please scan the QR code or use the link below If you have questions or concerns: 11/2"x31/2 11/2"x43/4 11/2"x25/16 11/2"x31/2" 11/2"x51/2" bearings and bracing have been permanently attached. See section 5. to access page number 3 of sprinkler system Call your RedBuiItTm Representative directly, Chord Chord Chord Chord Chord - installation guide or for general customer service call ®® 0 '{' �` http://www.redbuilt.com/images/docs/RedBuilt%20Sprinkler%20Guide.pdf (866) 859-6757ShI of 3 eet T�+ ��� Red-IT'•'. Red-145'M, Red-165TH, "'.Red-190' Red-190H"", Red-190HSTM. Red-LTM,Red-LT'M, Red-WTM,Red-STM,Red-MT"',Red-HTM,RedLamTM,RedSpecTM,and RedBuiltTM are trademarks of Red Built LLC _ e - Red-W'"' Red-S" Red-M"' Red-H Rev 05/14 GENERAL NOTES LEGEND ( 4 DESIGN CONSIDERATIONS BUILDING CODE: 2010 OSSC 2'-03/q'• ------- - ---- - —�— ------------ I ROOF DESIGN i 75/," i 46 SPACE Ca) 32" U.C. = 122'-8" 75/au SNOW LIVE LOAD (@ 115%): 25 PSF — - -- — ------ --- — - ---------- --- -- � 2 " � DEAD LOAD: 15 PSF 2 @ '-0 24" E U I U 1 � DESIGN IND PRESSURE (@ 1600: -15 PSF 3 O ,,- ZONE 2 -17.6 PSF O.F. CMU ZONE 3 -17.6 PSF FI_ I I I I I I I I I I I I I I X X ADDITIONAL LOADING I - -- - <3> i ++ cn -••-- ++ - DENOTES LOCATION $ INFORMATION OF MECH UNITS IN REF. [L WITH CONSTRUCTION DOCUMENTS. 17 PSF 17 P -F MECHANICAL INFORMATION MECHANICAL INFORMATION MECH WEIGHT # OF MECH WEIGHT # OF UNIT (MAX) MEMBERS UNIT (MAX) MEMBERS L o PSF 4 0 PSF � - ------- 4 ---� LIJ �— + 1 478# OVER (4) 4 638# OVER ( ) CL 0.. 2 71--0 2 721# OVER (4) -+ in 3 74q# OVER (4) x _ >< X n 1 x XX SKYLIGHT, TYP. 1 i ' ! DRAWING NOTES LEGEND ++ --i- Q o _ _ Q Q _ ++ II Q Q Q Q - FOR TYPICAL NOTES, STANDARD DETAILS, AND ABBREVIATIONS, SEE INSTALLATION COVERSHEET(S). # v UNDAMAGED EXISTINGi - DENOTES PRODUCT CALLOUT AND QUANTITY ON PLAN. A(59) ROOF ++ ~- ++ "XX" - STRUCTURAL MEMBER TYPE CALLOUT i - QUANTITY OF STRUCTURAL MEMBERS IN BAY >< x X. < 3 I >< X U j ++ ++ OPEN-WEB NOTES t LEGEND NO MORE THAN 12 TRUSSES PER BAY ARE TO BE INSTALLED \ SEE DETAIL 3/3 FOR BEFORE TOP CHORD SHEATHING IS REQUIRED. \ PLYWOOD NAILING @ 4" I M J co co 11] La (ID cCl co M M F #•# O.C. Q 0 Q Ea D Q D D Q Q - DENOTES INTERMITTENT ROWS) OF METAL CROSS BRACING BY RB. FOR ADDITIONAL INFORMATION, SEE DETAIL 4/3 AND MATERIAL LIST. >< x X, x "#.#" - METAL BRACE LENGTH FROM TIP TO TIP L ill 2x4 STARTER STRUT BY OTHERS, REQUIRED DURING TRUSS ------------------------------ O.F. CMU INSTALLATION. SEE INSTALLATION COVERSHEET. I 3 i ; RED END OF ► — ++ ++ ++ — TRUSS CHORD - CONTINUOUS ROW OF METAL STRUT BRACING BY RB, 0 1.01-,IARD GRID C REQUIRED FOR LATERAL SUPPORT DURING TRUSS INSTALLATION. SEE INSTALLATION COVERSHEET. UNDAMAG._-_L> EXISTING o ROOF N CONTINUOUS ROW OF MIN. 2x4 FLAT BOTTOM CHORD NAILER BY RB. SEE DETAIL 4/3 FOR MORE INFORMATION. NT \ \ (V SHOP DRAWING / SUBMITTAL REVIEW ® APPROVED ❑ APPROVED WITH CHANGES NOTED REVISE AND RESUBMIT ❑ REJECTED: RODE F�'_Al\IING� � 0 �T SUBMITTAL WAS REVIEWED FOR DE:ICA CONFORMITY AND GENERAL CONFORMANCE TO CONTRACT DOC' !.'r Nl;ONLY.THE CONTRACTOR D QQ LOCATION PLAN IS RESPONSIBLE FOR CONFIRMINC ;0 RELATING DIMENSIONS AT S S FOR TOLERANCE 1. ':.DF ;.'ACES QUANTITIES I u � u .�B ITE � O SCALE /g =I U FABRICATION PROCESSES AND TF UI ' F CONSTRUCTION, `O COORDINATION OF HIS WORK r, 0 _R TRADES AND FULL COMPLIANCE WITH THE CONTRACT DO.J10 .JS. BY S•�. DATE O T - 0 TURRENTINE ENGINEERING, LLC _ Q PRODUCT r P F CHART SEE MATERIAL_ LIST FOR MORE INFORMATION CALLOUT MI-MBER A 46" kF_D-S TRUSS A �F�p PRCF�S °l�v�l� CMR q/2/14 As A roved UILT. � 60801 y8 � BY DATE REMARKS Engineered Wood Products OREGON c� �'< E N A Duncan - Dowd le Building srirvETigard, OR Roof 6 E),PISES: � )r 31, �� DRAWN DATE ICHECKED DATE ORDER # SHEET C Red-145TM, Red-165TM, Red-19OTM, Red-190HTT", Red-190HSTm, Red-Um, Red-WT'" Red-ST"', Red-MT1'1, Red-HTM, RedLamTm are trademarks of RedBuilt. C N R B/I ci/14 Ogg 0 5 0 2 OF 3 Ll_ -I KINK SAFETY - {BEAD INSTALLATION INFORMATION BEFORE PROCEEDING a INSTALLATION NOTE: METAL CROSS WHERE PLYWOOD EDGE NAILING ON TOP CHORD OF TRUSS. BRACING MAY NOT OCCUR AT EVERY TRUSS CHORD IS 10d AT 4" OC, G-NIO NAILS BY TRUSS SPACE. SEE PLAN SHEET(S) SIMPSON HGAIO EACH SIDE OF TRUSS BY RB EACH END OTHERS LATERAL ALLOWABLE = ql5# USE (2) ROWS OF IOd NAILS AT I FOR CROSS BRACING LOCATIONS. FOR EACH CLIP, CONNECT WITH: IOd NAILS BY RB. (5) 8" OC OFFSET Y2" AND STAGGERED. 2x4 BLOCKING (2) Y4 xIY2 SDS SCREWS IN CHORD NAILS EACH SIDE. BY RB 4 Y"xV" SDS SCREWS INTO PLATE �' ,�-- . _._ , �,._ ETAL CROSS C , ' BRACING BY RB TRUSS CHORD EXTENDED SEE BEARING CLIP i3 —TO GRID LINE TO MEET DETAIL 2/3 �• THE END DISTANCE ---- ---- - __� -_ ` j//j� - '`� \` 2 MIN. RECURED FOR HGA10 CLIP 338" my / FROM PIN �� �{ ± \ \ 40a �' , LOCATION i 15/32" PLYWOOD 33�$u -ry FACE OF PLATE m � -- / — FA EDGE of 2x4 NAILER BY RB ATTACH To E CLIP 4x8 P.T. BEVELED --- --- �= \,\``..� `f� TO TRUSS BOTTOM CHORD LATE BY OTHERS _ - - WITH 2-I0d NAILS MIN. 5Y2" PLYWOOD DIAPHRAGM I !/` 8" CI"IU WALL JOINT. `\��., \, •, _ ` -1 SPLICE NAILER TOGETHER WITH 3-10d • �� ...., - NAILS EACH SIDE THROUGH 2x4x24" (75/e," NET) BLOCK (12" ON EITHER SIDE OF SPLICE) 2x.4 BOTTOM CHORD NAILER BY RB 3 RED -S IIS" CLIP 3 PLYWOOD NAILING 0) RED- 5 3 TOP CHORD BEARING DI AGRAI"I 4 BRACING OC ) CROSS 8R G (TRUSS TO NAILER REF. 1 S 4/53.1 0 O O O O 0 SHOP DRAWING /SUBMITTAL REVIEW APPROVED [:1 APPROVED WITHCWWGESNOT ED - STRAPS, ANCHORS, CLIPS, AND OTHER HARDWARE NOT SHOWN ARE TO BE ❑ REVISE AND RESUBMIT ❑ REJECTED: PROVIDED BY OTHERS, HARDWARE SHOWN IS TO BE PROVIDED BY OTHERS UNLESS SUBMITTAL WAS REVIEWED FOR DESIGN CONFORMITY AND GENERAL MARKED 'BY RB.' REFER TO THE CONTRACT DOCUMENTS FOR HARDWARE CONFORMANCE TO CONTRACT DOCUMENTS ONLY.THE CONTRACTOR SPECIFICATIONS AND INSTALLATION INSTRUCTIONS, IS RESPONSIBLE FOR CONFIRMING AND CORRELATING DIMENSIONS AT JOB SITES FOR TOLERANCES, CLEARANCES, QUANTITIES, - SEE ]-JOIST INSTALLATION SHEET FOR WEB STIFFENER NAILING. FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION, COORDINATION OF HIS WORK WITH OTHER TRADES AND FULL - FOR BEAMS SUPPLIED BY OTHERS, SEE CONTRACT DOCUMENTS FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS. SPECIFICATIONS AND OTHER INFORMATION NOT SHOWN HEREIN. BY <,E 1- DATE FOR ATTACHMENT OF SPRINKLER LINES, MECHANICAL DUCTS, ETC... TO JOISTS TURRENTINE ENGINEERING, LLC OR TRUSSES, PLEASE SEE "SPRINKLER SYSTEM INSTALLATION GUIDELINES". IF ADDITIONAL COPIES ARE REQUIRED, PLEASE CONTACT REDBUILT OR GO ONLINE TO: HTTP://WWW.REDBUILT.COM 6iNp �s UILT.oosolP � C�1R q/2/14 As A roved BY DATE REMARKS Engineered Wood Products VVI OREGON Duncan - Dowd le 'TINE Tigard, OR Details _ DRAWN DATE CHECKED DATE ORDER # 6 EXPIRES: v ';I (4 SHEET of 3 i.L Red-145TM, Red-165T"', Red-19OTm, Red-190HT"', Red-190HS111, Red-LT'", Red-WTm Red-ST°4, Red-MT"', Red-HT"', RedLamTm are trademarks of RedBuilt. I C 1"1 R 8119114 Ogg 0 5 0 THINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDING