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Plans (6) MEC2015 - 00026 .......... PANDUrr TYP.FLEX HANGER STRAP DUCT PULL CIltCUM. ATTACH FLS% 12 GA.WIRE 12 GA-RHtE DUCT TO RIGID R/ACOUSTICAL LACS if/ACOUSTICAL LAGS T6 STRUCTURE ROUND lI/TfE TO STRUCTURE STRAP DUNCAN - DOWDLE BLDGATTACH FLEX BSEmT TO GRILLE 45' .ac/®AY DU V/TIE STRAP OR CHANGE IN DIRECTION 1R G • HANGER STRAP FULL STRAP MANUAL VOLUME .--1 TYP.DOWSER DAMPER .--I TYP.DUCT CITY OF TIGAM �/ °- A DUCT HANGER DETAIL REVIEWED FOR CODE COMPLIANCR Approw& [R// SCALE: N.T.S. OTC: [ I Z Permit#: l-5X3Zf� 0 o Address: f��� 7 E-`iye- E-+ Lo NOTE.' Suite Br DatNx Z1 �- o- ------- - - - - HVAC UNIT SUPPORT CHANNEL-INTEGRAL //�� TO AC UNIT. 0 1--1 16 GAUGE SHEET METAL PROVIDE 8 WIDE X 8 LONG RUBBER GASKET STRAP.SECURELY FASTEN TO W L) CURB&AC UNIT.PROVIDE E-" C�2 -----� ------ _-_--- --------_ ONE STRAP PER SIDE FOR UNITS U I I ; UP 70 5000 LBS.AND TWO ' I STRAPS PER SIDE FOR UNITS OFFICE COPY -------------- --------i- - - - - - - ___ OVER 5000 LBS. 112 x 3/4"SCREW PRE-FAB CURB BY === I I I RTU Y TO W/NAIL STRIP TUBER __ CHANNEL AND OE NAIILER STRIP ^ O 112 x 3"SELF TAPPING SCREW V ` O FLASHING 1 Q AREA OF WORKRIGID SERCURELY FASTEN CURB _-- ROOFING BY CONTRACTOR. TO ROOF DECK __ PER MANUFACTURERS CANT STRIP KEYPLAN MIN. 1 - C.RECOMMENDAUONS O O MIN.12"O.C. CREW NAILS LEVEL CURB AS REO'D E- r[~y OR X12 x 3"SCREWS PROOF DECK � �1 w SCALE: NTS //�� CURB SUPPORT FRAMING ~" a 0 (REFER 70 STRUCTURAL PLANS.) 4 I--1 P. ROOF TOP UNIT SCHEDULE: B CURB DETAIL W MANUF. AIR COOLING HEATING MAX. ELECTRICAL ARI RATINGS O SCALE: N.T.S. Pq � TAG NOMINAL AND AREA FLOW TOTAL INPUT OUTPUT WT. VOLT MCA MOCP EER SEER rT, TONS MODEL SERVED (CFM) (MBTU) (MBTU) (MBTU) (LBS.) PHASE REMARKS r► RTU-4 2 Y0 SEE PT 800 24.6 70 56 378 2081230 PRINT 17.1 25 11.6 13.2 1 �r1 v 11- D6NZ024N05 1PH. 2 TON GASPACK YORK 460 D6NZ024 SERIES RTLL1,5 3 SEE PRINT 1200 37.5 100 79 538 9.5 15 11.0 13.0 1 ZF036N08 3 PH. 23.8' YORK 460 112 lbs 112 lbs W RTU-3 4 ZF048N10 SEE PRINT 1600 48.9 125 100 621 3 PH. 10.3 15 11.0 13.0 1,2,3 A ' RTU-2.6 5 YORK SEE PRINT 2000 59.8 125 100 649460 13.5 20 ,0.8 13.0 1.2,3 W CC) ZF060Nlo 3 PH. 20• co NOTES: 77 lbs 77 lbs , PERMANENTLY LABELED FOR AREA SERVED. 2 FACTORY ECONOMIZER •-CENTER cRAvrrr 3 SMOKE DETECTOR C CORNER WEIGHT DETAIL \6j SCALE: N.T.S. SHEET I FAN SCHEDULE BASE WEIGHT = 378 lbs SYMBOL AREA SERVED LOCATION DRIVE AIR FLOW E.S.P. NOM. SOUND MANUF. MAX ELECTRICAL CONTROL REMARKS 3 TON GASPACK d' (CFM) (!N H2O) RPM (SONES) MODEL WT.(LBS.) VOLT/PHASE HP ZF036N08 SERIES z M 0. 0 COVER SHEET LEGEND DETAILS EF-F, BREAK 109 CEILING DIRECT 0.25 1 2 0-110 12071 PH TIMER , x -2 MENS 110 CEILING DIRECT 166 COOK 0 0.25 1149 4 COOK GC-168 17 12011 PH. - LIGHT SWETCN 1 114 lbs 33" 78 lbs w M1 . 0 - MECHANICAL HVAC PLANS = EF-3 WONENS 100 CEILING DIRECT 80 0.25 757 1.4 COOK GG 166 17 120/1 PH. LIGHT SWITCH 1 ,� d 0 Fa EF-4 SHOWER 101 CEILING DIRECT 96 0.25 1.2 DELTA SIG110 120!1 PH. LIGHT SWITCH 1 � a E-5 JANrTOR 102 CEILING DIRECT 80 0.25 757 1.4 COOK GC-166 17 120/1 PH. - LIGHT SWITCH 1 18 1/4" M 2. 0 MECHANICAL HVAC PLANS f�-6 JANITOR 201 CE LING DIRECT 80 0.25 757 4 COOK GG166 ,7 120!1 PH LIGHT SWITCH 1 lu E-7 WOMENS 200 CEILING DIRECT 80 0.25 757 1.4 COOK GG 166 17 120/1 PH. - LIGHT SWITCH , 167 lbs 111 Ibs q rn a a z M 3. 0 MECHANICAL HVAC PLANS E-8 MENS 208 CEILING DIRECT 160 0.25 1149 4 COOK GC-168 17 ,2011 PH. LIGHT SWITCH 1 -9 SERVER 207 CEILING DIRECT 96 0.25 1.2 DELTA SIG110 - 120/1 PH. - TIMER 1.2 •-CENTER GRAVITY EF-10 3D STORAGE 202A CEILING DIRECT 160 0.25 1149 4 COOK GC-168 17 12011 PH - TIMER 1.2 MECHANICAL LEGEND NOTES: 1 VENT TOEXTERIOR z TIME CLOCK BVDN,s C CORNER WEIGHT DETAIL W-101/SCALE: N.T.S. SLI DUCTWORK FITTINGS(DOUBLE/SINGLE LINE)AND CONTROLS ABBREVIATIONS BASE WEIGHT = 468 lbs w DOUBLE LINE DUCTWORK SINGLE LINE DUCTWORK P.O.C. PONT OF CONNECTION a VTR YEW THRU ROOF 4 TON GASPACK S7 ��Y�+�W� 'OUTSIDE AIR(VENTILATION)COMPLIANCE SCHEDULE SERIES RETAIN AR H.BOW UP BDD BACKDABOVERA FINISHED H� PEOPLE OUTDOOR AREA OUTDOOR REQUIRED SYSTEM ZONEAIR Q � �7IROOM OCCUPANT AIRFLOW RATE IN AIRFLOW RATE IN BREATHING ZONE OUTDOORAIR DISTRIBUTION 31 1/2" [ OUTSIDE AR/EXHAl18t'ELBOW UP BTU BRITISH THERMAL UNIT HV AC OR AREA DENSITY BREATHING ZONE BREATHING ZONE OUTDOOR FLOW INTAKE FLOW EFFE�TNENESS 136 lbs 85 lbs CFM CUBIC FST PER MINUTE - T 1p1 :0 1--I D SUPPLY AIR ELBOW DOWN � EXISTING UD&T ZONE (SQ.FT) (OCC.11000 SQ.FT.) (CFM/PERSON) (CFM/S06 FT.) (CFM) (CFM) (Configuration) NOTES J01 ,OI iJ JRTU-1 LAB 204 576 30 5.0 0.06 120.96 120.96 1.00 COMPLIES RETURN!AR ELBOW DOWN ESP EXTERNAL STATIC PES - - - - - 18 1/2" E01 EXHAUST Ar, r� H TOTAL 576 120.96 COMPLIES I�--I 198 lbs 122 lbs OUTSIDE AEXHG AUST ELBOW DOWN PM GALLONS PER MINUTE RTU-2 WOMENS 100 74 - - - 70CFM PER FIXTURE 70.00 1.00 COMPLIES RW I I I I II I I I I �vw FLEXIBLE DUCT FNP HORSEPOWER SHOWER 101 54 5 5.0 0.06 4.59 4.59 1.00 COMPLIES _ l� MA MAKEUP AR JANITOR 102 48 5 5.0 0.06 4.08 4.08 1.00 COMPLIES •-CENTER GRAVITY VTC SOUAFE aBOly MSH WOO BTU PER HOUR WORE(AREA 104 332 5 5.0 0.06 28.22 28.22 1.00 COMPLIES 'i Cq r, MFR MANUFACTURER LAB 105 556 5 s.o 0.06 47.26 x7.26 ,.00 CAMIPLIE D CORNER WEIGHT DETAIL (N) NEW BREAK 109 86 70 7.5 0.18 60.63 60.63 1.00 COMPLIES SCALE: N.T.S. E M RADIUS ELBOW OSA OUI,SIDE AIR MENS 110 71 70CFM PER FIXTURE 140.00 1.00 COMPLIES '� 4 N R�L5D ACOUSTICALLY LNM DUCT PEs PODS RF N Pea SWAM HALL 114 448 5 5.0 0.06 31.08 36.08 1.00 COMPLIES BASE WEIGHT = 541 lbs (SIZES SHOWN ARE NET NDE1 9 �. TOTAL 1669 392.86 COMPLIES TURN AIR ® BA SUPPLY AR RTU-3 LAB 204 612 5 5.0 0.06 52.02 52.02 1.00 COMPLIES 5 TON GASPACK SUPPLY AIR SERIES 6a) RELOCATE LAB 205 603 5 5 0 0 06 51 255 51 26 1.00 COMPLIES LJ SUPPLY AR 8DEWALL FlEGISTSR (FEM) REMOVE TOTAL - 1215 - - 103.28 - COMPLIES 37" 105 lbs 86 lbs REFERENCE RTU-4 BREAK ROOM 106 409 1 5 5.0 0.06 1 34 765 34,77 1.00 COMPLIES j E--i O RETURN AR CETLNG REGISTER UTILITY 107 316 1 5 5.0 0.06 1 26.86 26.86 1.00 COMPLIES z e CONNECT TO EXIS NG AT THIS PONT. TOTAL - 725 - - - 61.63 COMPLIES 15" .: ® VERIFY LOCATKA SIZE AND COINDMI EXFIAUST AR CELNG REGISTERO SHEET NOTE RTU-5 LAB 205 594 5 5.0 0.06 150.49 50.49 1 1.00 COMPLIES 208 lbs 170 lbs o a ® TOTAL - 594 - - - 50.49 - COMPLIES w ROOF TOP EXHAUST FAN e EOUPM WT MARK NUMBER 1 SEE SCHEDULES RTU-6 WOMENS 200 48 70CFM PER FIXTURE 70.00 1.00 COMPLIES _CENTER GRAVITY M IA TES- INC. JANMOR201 69 5 5.0 0.06 5.865 5.87 1.00 COMPLIES TH SE DRAWINGS ARE THE PROPERTY OF ® CLINGMOUNTED EXHAUST FAN QQ RE"sl°" E CORNER WEIGHT DETAIL TO BE U ASSOCIATES,INC.,AND ARE NOT 3-D 202 385 5 5.0 0.06 32.725 32.73 1.00 COMPLIES TO BE USED O REPRODUCED IN ANY 3-DSTORAGE202A 143 5 5.0 0.06 12.155 12.16 1.00 COMPLIES MANNER,EXCEPT- THE PRIOR WRITTEN LI 20x10 D�/REGeliR MARC NUMBER O SCALE: N.T.S. RMI SIN OF PROTEMP ASS IA7ES INC. FRETl1RN/EIWAUST AR SDeMALL RECIST6R 500 INVOICING 203 306 5 5.0 0.06 26.01 26.01 1.00 COMPLIES L- MVD MANUAL VOLUME DAM ERNEECK SIZESHIPPING 206 407 5 5.0 0.06 34.595 34.60 1.00 COMPLIES BASE WEIGHT = 569 lbs �,20x10 MENS 208 77 - - - 70CFM PB2 FIXTURE 140.00 1.00 COMPLIES CAD NO. 3872 MD MOTOF�DAMPER CFM-�500 TOTAL - 1432 - - - 321.37 COMPLUS PRO]ECT N0. 3882 -� FSD FREE SMOKE DAMPER � 1 TOTAL 6211 TOTAL 1051 SHEET NO. SERVED NOTED - -'VAW7 TM OT DOIINiT� 4B•AFF WITH UfT Per chapter 4.section 403&table 403 3 Mo . of the 2014 Edition of the Oregon Mechanical Specialty code. NOTE: NOT ALL SYMBOLS OR ABBREVIATIONS CONTAINED IN THIS LEGEND WILL APPEAR ON DRAWINGS. 1 OF 4 5 4 3 2 1 I I I I I I I I �7, CrD z m m I I SHAFTTHROUGH MEZZANINE SHOWN FOR REFERENCE ONLY pq Q z UH-1 H Tu 4 - 7 M T — 7 M Q; Wo zo zo ;IE I I — " � I I ° o Q ,� a -2 2-TCN I W � RT I I I I E_4 E-L i I III I — — — -- 5- O I /� ---- t � w I I I 1 — —— i TOTA2 LB DEVELOPED METER#1 O x R U-1 I r. RTU-3 I RT -5 TOTAL DEVELOPED LENGTHIBB'15 M� E"I 3 TO 4-rON' 3- N ,y,� BLACK IRON PIPE �I E F TU-61 I III I -------- ---- -- G 1 TOT2 LBAL DEVELOPED �V TOTAL DEVELOPED LOAD 75 3' O 1--1 I G 2 TOTAL DEVELOPED LENGTH 53' 1 60 BTI 1 I /OI I I ® I I BLACK IRON PIPE w V u I ® I ® I G 3 2 LB GA$METER#3 I — —I ----- I ra P4 W 40 / - TOTA DEVELOPED N5MBTU TOTAL DEVELOPED LENGTH / /80 "' BLACK IRON PIPE coE FvTU-7I III I 1 60 foBTUI I I I I I 001111 1 1 1 1 ' I L 0 I I I -rN I I I — ----- ---- — � x I /vo — — -- — — — -- — — — CQw I 20P M T 0 M TU - - - - - - - - Vn 1, 0- - - - - - W EL AON z —————— —————— I I I I � I w C'2 L) F I I 0 � � I W W .--IE ' I I � � I I E. ti U N a POOPNGM HAEA O P PROTEMP ASSOCIATES,INC.,AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER,EXCEPT WITH THE PRIOR WRITTEN P M IP ASSOCIATES INC- Can NO. 3872 PROJECT NO. 3882 1 HVAC-ROOF PLAN SHEET NO. 9 m 1 . 0 NORTH 2 OF 4 I I I I I I I I I I I I . � z z C\2 /�� - - - - - - - - - - - - EWI C\2 cn 6 a o 38 N � < WOR NN AREA N W QQi 104 � H40 I--1 07 0 O O RTU- AH F - 5-TO 2-TORTU- ^ W a a 5-TON 383 2-TON �•L•� WAREHOUSE W 108 I W � E -':� Z WAREHOUSE - 6 103 ® 3b0 ® O tm BR R M ^ � 106 e AA 300 FD 333 ® a HALL 1 10 114 JAN R 6 Lo C t UU)] -4 SHOWER WOMENS MENS EF-5 101 100 a^0 8.0 CIO) Bf EAK ® O -, EO 09 Z W ® E-p a UP ROOF z v, a z I I � I I I I M I I � I I � �A�- - - - - - - - - - - ; - - - - - - - - - - - - - - - i - - - - - - � E=- ►-� I I ori � o I I W a w o a w w � � 0 PRNGS MP ASSOCIATES, INC. THESE RAWIARE THE PROPERTY OF PROTEMP ASSOCIATES,INC.,AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER,EXCEPT WITH THE PRIOR WRITTEN PERMIS N P P ASSOCIATES.INC.- CAD NO. 3872 PROJECT NO. 3882 1 FIRST FLOOR PLAN SHEET NO. 1/8"=l'-O" M2 . 0 NORTH 3 OF 4 5 / 4� 3 / 2 / 1� I � i I I I i I I co z CQ z 0 0 D� - - - - - - - - - - - - - - w o C\2 ® ® lel ® ® F' C'2 I v' I 14x6\ 14z 46 � � x 01 aaa ia o z z /m iclo Elf vim) ,YO o o I LLI 1 11 1 L E, LAB 14.6\ z Fx/14x6 14x6\ /14x6 EAE Q I a To 204 dbb / \2wRTU \dab 205 RNT W 1--1 /- ,2 14•(D 4® , '0 RTU-3 ® o r O 6EN RTU-1 R U-3 R U O N L3 E- 0 I BE& 3- ON 4 TON 3 T eEIow 14x6\ 14x 4x6 1x6 O 1-4 aaa W 74'0 140 r� �- ® a N V1 I ICING W � 7 '0 6'010 3_ A IPPI G M3IV 206 �-T4a s s el z �v m x m ft� z 3-D � SERVER STORAGE � WOMENS 202A JPNROR 200 MENS 207 CQ Q �% z ® 201 208 m ov d �F7 IC� — — — — — — -10 a s � VTH W O VT P A In a Z R L• I � I - - - - - - - - - I - - - - - - - - - - - - - - - I - - - - - - w x0 ►�-, cKI in - W I I E- V h qq wwq 0. 6 to 0 P O. A I THESE DRAWINGS ARE THE PROP R IT PROTEMP ASSOCIATES,INC.,AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER,EXCEPT WITH THE PRIOR WRITTEN P RMI FP ASSOCIATES INC- CAD NO. 3872 PROJECT NO. 3882 1 MEZZANINE PLAN SHEET NO. m QO . 0 NORTH 4 OF 4 PROJECT DESCRIPTION / NARRATIVE: DESIGN CRITERIA: WOOD FRAMING THIS PROJECT CONSISTS OF REPLACING:THE EXISTING WAREHOUSE ROOF FRAMING SYSTEM THAT HAS BEEN CO 4.) ALL LUMBER TO BE DOUGLAS FIR NO.2 OR BETTER,U.N.O. DAMAGED BY FIRE. ONLY THE WAREHOUSE ROOF SYSTEM 15 BEING REPLACED. THE OTHER ROOF AREAS OF 2010 OREGON STRUCTURAL SPECIALTY CODE(2010 OSSC) 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 IN A REPORT PREPARED BY TAL50TT ASSOCIATES, INC.,DATED MARCH 20,2014. APPLICABLE SECTION: CHAPTER 34 SECTION 34053. INSTALLED PER THE MANUFACTURERS INSTRUCTIONS. TU RRENTI N E AS PER THE REQUIREMENTS OF THE 2010 0550 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 (3-5EC GUST) = 95 MPH PO Box 2465 Lebanon,Oregon 97355 TOc FRAMING SYSTEM IS BEING REPLACED UNDER THIS PHASE OF THE PROJECT. EXPOSURE = B 9 THE EXISTING VERTICAL ELEMENTS OF THE LATERAL FORCE-RESISTING SYSTEM(REINFORCED CMU WALLS)WERE IMPORTANCE FACTOR = 1.00 Phone: 541-258-7004 NOT FIRE-DAMAGED (SEE REPORT REFERENCED ABOVE). THEREFORE THE 2010 OSSC CHAPTER 34,SECTION I /� 34052 IS NOT APPLICABLE. SEISMIC: DEFERRED SOMITTAL8 THE NEW ROOF FRAMING SYSTEM HAS BEEN DESIGNED PER THE REQUIREMENTS THE 2010 0550 CHAPTER 34, OCCUPANCY CATEGORY = II SECTION 34053. THE GRAVITY DESIGN LOAD REQUIREMENTS(SNOW LOAD)AT THE TIME THE STRUCTURE WAS SEISMIC DESIGN CATEGORY = D BUILT ARE THE SAME AS REQUIRED BY THE CURRENT CODE,HOWEVER,PURSUANT TO SECTION 34053 AN SITE CLASS = D 1.) DOCUMENTS FOR DEFFERED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ENGINEER IN RESPONSIBLE ANALYSIS OF THE EXISTING LOAD BEARING WALLS SUPPORTING THE ROOF SYSTEM WILL BE PROVIDED PERIMPORTANCE FACTOR, IE = 100 CHARGE WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFFERED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND BEEN FOUND TO BE IN SECTION 34053 IN THE STRUCTURAL CALCULATIONS ACCOMPANYING THIS SUBMITTAL. ANALYSIS PROCEDURE: EQUIVALENT LATER FORCE PROCEDURE (ASCE 1-05 SECTION 12.6) GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE PROFFss INFORMATION REGARDING THE EXISTING CONSTRUCTION WAS OBTAINED FROM THE ORIGINAL CONSTRUCTION INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING FR io DOCUMENTS FOR THE BUILDING PREPARED BY NICOLI ENGINEERING AND CONSTRUCTION SERVICES, INC.,DATEDSS 0.964 SDS= 0.116 OFFICIAL. tr 72 ePe v FEBRUARY 1996. Si = 0.419 Sol OA42 THE FOLLOWING IS A LIST OF DEFERRED SUBMITTALS: CP ON GRAVITY LOADS /� AJ SHOP DRAWINGS AND DESIGN CALCULATIONS FOR THE ROOF TRUSS SYSTEM. y9iy °i ts, ROOF SNOW LOAD GENERAL" : 20 PSF MINIMUM IN ACCORDANCE WITH THE OSSC N F.TUp, SNOW DRIFT LOADS : PER THE OSSC AS SHOWN ON PLANS [EXPIRES: 6130/i6 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 = 6.4 PSF = 0.1�Ce�Ct�I�P (Ce= 10,Ct= 12, 1= 100) SPECIFICATIONS,AND THE 2010 O.S.S.C.(OREGON STRUCTURAL SPECIALTY CODE),2009 IBC. g ASBRE V I AT I ONS 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 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 LL.V. LONG LEG VERTICAL DRAWINGS AND PROJECT SPECIFICATIONS. ARCH. ARCHITECT MAX. MAXIMUM 3.) THESE GENERAL NOTES APPLY UNLESS SPECIFICALLY NOTED OTHERWISE. BL DG. BUILDING MSBOARD MIS MINIMUM BL REQUIRED TESTING AND SPECIAL INSPECTION PROGRAM: C. MISCELLANEOUS 4.) ALL DETAILS ARE TYPICAL. FOR CONDITIONS NOT SPECIFICALLY SHOWN,PROVIDE DETAILS SIMILAR TO B.O. BY OTHERS MTC. METAL C.J. CONTROL JOINT N.I.C. NOT IN CONTRACT THOSE SHOWN. SUBJECT TO REVIEW. CLG. CEILING NO. NUMBER SUBMITTALS / REVISIONS: 5.) ALL EXISTING CONDITIONS,DIMENSIONS AND ELEVATIONS SHALL BE FIELD VERIFIED.THE CONTRACTOR SPECIAL INSPECTION: CLR CLEAR NOM. NOMINALC.M.U. CONCRETE MASONRY UNIT N.T.S. NOT TO SCALE Q 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 CONC. CONCRETE O.G. ON CENTER THE DRAWINGS. OSSC AND SUMMARIZED IN THE TABLE BELOW. CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE AND CONT. CONTINUOUS O.D. OUTSIDE DIAMETER ACCESS FOR THE SPECIAL INSPECTOR TO PERFORM THESE INSPECTIONS. CORR. CORRIDOR OPD. OPPOSITE 6.) OMISSIONS OR DISCREPANCIES BETWEEN THE VARIOUS ELEMENTS OF THE CONTRACT DRAWINGS SHALL BE DTL. DETAIL PLYWD. PLYWOOD BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD BEFORE PROCEEDING WITH THE WORK. DWG. DRAWING REQD. 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 SF. SQUARE FEET SEQUENCES OR PROCEDURES REQUIRED TO PERFOFII HIS WORK THE ENGINEER HAS NO OVERALL POST INSTALLED CONCRETE OR MASONRY ANCHORS CEJ 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 SS. STAINLESS STEEL CONDITIONS AT THE SITE AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE MASONRY REPORT F.O.S. FACE OF STUD BTL. STEEL CONTRACTOR THE ENGINEER HAS NO DUTY TO INSPECT,SUPERVISE,NOTE,CORRECT,OR REPORT ANY X GALV. 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. 1-IORIZ. HORIZONTAL U.N.O. UNLESS NOTED OTHERWISE ID. INSIDE DIAMETER VERT. VERTICAL 6.) 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.H. LONG LEG HORIZONTAL W/O WITHOUT REQUIREMENT. PROGRAM FOOTNOTES: 1.). THE ITEMS CHECKED WITH AN 'X' SHALL BE INSPECTED IN ACCORDANCE WITH OSSC CHAPTER Il BY A CERTIFIED INSPECTOR FROM AN ESTABLISHED TESTING AGENCY. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS DIRECTLY TO THE VICINITY MAf=- C3 Z STRUCTURAL ENGINEER,CONTRACTOR AND BUILDING OFFICIAL. ANY MATERIALS WHICH FAIL TO Z O MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ;s;; r - � STRUCTURAL ENGINEER SPECIAL INSPECTION TESTING REQUIREMENTS APPLY EQUALLY TO ALL Q (- BIDDER DESIGNED COMPONENTS. J M 2.) CONTINUOUS.SPECIAL INSPECTION MEANS THAT A CERTIFIED SPECIAL INSPECTOR IS ON THE SITE AT ALL TIMES OBSERVING THE WORK REQUIRING SPECIAL INSPECTIONS(OSSC 1102). PERIODIC SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS M NECESSARY TO CONFIRM THAT ALL WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE W (OSSC 1102). U0 QLu y N LL O SNOW LOAD DIAGRAM: "' "' " f, 0 0 Lf) a Ir rn CD W L /V/V/V0 e�.is-,u..4.p• Z Q 0 Uw D = a r m N Map Data©2014 Google SITE ADDRESS: 15995 SW 14TH AVE. o TIGARD,OR 91224 (E)ROOF Date: 7-31-14 Scale: Drawn by. SET Checked by SHEET INDEX Job No.: 140604 Drawing No.: _ DRAWING TITLE: - C SHEET DESCRIPTION 60.1 GENERAL NOTES GENERAL NOTES (E)ROOF 61.1 ROOF FRAMING= PLAN 61.2 ROOF D I AFI4RAGM PLAN 52.1 15UILDINCI 5ECTION5 _ 63.1 DETAILS E SHEET S0.1 TURRENTINE r✓— 4 3 2 ENGINEERING, LLC PO Box 2465 Lebanon,Oregon 97355 32'-4 1/8" 132'-0" Phone: 541-258-7004 I 31'_4Ef 69;_411 31'_4EE I I I I I 28_g NOTE TO TRUSS MANUFACTURER: THESE TRUSSES MUST BE CAPABLE OF TRUSS LAYOUT 8"I P4",24"632% 32"O.G. - TYP. AXITENSIONISTING A AL LOAD OF 649= SEISM C LOAD I 32" O.G. - TYP. 32" " 2424" 18" TRUSS LAYOUT ED PROF�css� BASED ON ALLOWABLE STESS DESIGN). FR 02 I REF: DETAILS FOR CONNECTION CAPACITY I I I Qf 72 8PE r REQUIREMENTS AT ALL TRUSSES. I I APPROX.LOCATIONS OF I Py O 15, 2 MECH.UNITS AND APPROX.WEIGHT (E)ROOF AND OVERFLOW F.TUR I 52.1 INCLUDING CURB AS SHOWN DRAINS.N CRICKETALLED FRAMING I I OVER 4 ROOF SHEATHING. EXPIRES: 6/30/15] 53.1 DOUBLE TRUSSES AT EA.SIDE OF MECH.UNITS -TYP. I I I I I I I �- ----------- _ I ,,,, I I m ----- _ -- — ? T i 4 x 10 v 4'-0" O.C.BTWN.WALL _� AND FIRST JOIST AS SHOWNIL I o SUBMITTALS / REVISIONS: 7-31-14 PERMIT SET I I 1 ---------- I i ---- I —————— 4 x 4 m 4'-0" O.C.AS SHOWN TO ALIGN W/ I I I PANEL JOINTS AND STRAPS PER ROOF DIAPHRAGM PLAN. 21 I 4 x 10 6 4'-0" O.G.BTWN.WALL AND FIRST JOIST AS SHOWN ( oa D_g TRU55ES I Ut DAMAI3ED 52.1 I Z I I I 1 ( a D 0 l ---------- e CD l I I O aN W U N I I C - J - °' � -- - r- o ZZj= _- - --------------- EE s I € E s f- I I i I I i I I I 53.1 I I....... ..... f..._ REF: FOR TYP.FRAMING L I fCD i : I DETAIL AT MECH. f 3 € e � i f I 53.1 � W € [ iUNIT CURBS.UNDA (n 0 4 x 4 s 4'-0" O.G.AS SHOWN TO ALIGN W/ ( I I f FRAM NAG D f(EI RQOF I �I I --` O P I G ( [. ANEL JOINTS AND STRAPS PER ROOF I ( .................._ W DIAPHRAGM PLAN. E I i I I 1 k ( I i, 1 E I ` $F E I � IE ; ISI` III ` I € 1 € W O - ------------------------- - --------- - ----- --------- - - --- --- -------- a_ -L- - a Date: 7-31-14 I , I Scale: Drawn by. SET Checked by: Job No.: 140604 ROOF FRAMING FLAN NOTES: Drawing No.: DRAWING TITLE: I.) REF: SHEET 512 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 "2" AND "3" AND AT 8'-0" OR MORE FROM THE NORTH AND SOUTH WALLS. E NORTH 1 ROOF FRAMING PLAN SHEET stia 3 2 TURRENTINE ENGINEERING, LLC PO Box 2465 Lebanon,Oregon 97355 32'-4 1/6" 11 1 132'-0" Phone: 541-258-7004 69'_4" 31'_4" 1 I I I I 26'_0 D PROFFs N_1 N_2 N_1 FP`P/py PLYWOOD EDGES IN THIS AREA SHALL NO BLOCKING REQUIRED IN THIS AREA PLYWOOD EDGES IN THIS AREA SHALL 72 ePe HAVE SOLID 4x BLOCKING PER THE HAVE SOLID 4x BLOCKING PER THE ROOF FRAMING PLAN BY ALIGNMENT ROOF FRAMING PLAN BY ALIGNMENT N ON WITH COIL THE STRAPS. WITH COIL THE STRAPS. �915 � L I START PLYWOOD N S.TUR LAYOUT HERE I EXPIRES: 6/30/i6] START PLYWOOD LAYOUT i AT THIS COMER W/4' x 4' �- --------- -------------- _m� -- SHEET -—-—-—-—-— ><- ><- ` 7-31-14 PERMIT SET ` -T, 'T, �>< , Ix, PROVIDE 10d NAILS PROVIDE 10d NAILS ><� >G� ><�" 4"O.G.ALONG 4" O.C.ALONG ROOF JOIST AT THIS ROOF JOIST AT THIS ><� / >< LOCATION LOCATION ><' `\ UNDAMAGED (E)ROOF " SUB-DIAPHRAGM SUB-DIAPHRAGM ><" >< ><�" ;;<\\ J hL m Fi LLJQ CN w >< CC 0 -.- ... - - - -—-—-—-—-—-—-—-— - -- -.- - - _ --------------- O o D it 0 W LO SIMPSON CSI& COIL STRAPS x 21'-&" SIMPSON CSI& COIL STRAPS x 21'-&" 8 LONG a 4'-0"O.G.LOCATED AT 4 x 4 LONG a 4'-0"O.G.LOCATED AT 4 x 4 (. FRAMING SHOWN ON ROOF FWAING FRAMING SHOWN ON ROOF FRMAING Q PLAN - SEE DETAIL FOR FASTENERS PLAN - SEE DETAIL FOR FASTENERS UNDAMAGED CEJ ROOF '+ Lu I Z ' a - - - - -—-—-—-—-—-—-—-—-—- --—-—-—-—-—- _— —-—-— r—-—-—-—-—-—-—-— I • I I I cv I I I U W_ O — — ——— —— --—— ——————————————— ————— —— — - — ——————— — — I———————————————— 0— Date: Date: 7-30-14 I � I Scale: Drawn by. SET Checked by Job No.: 140604 ROOF 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 ,@ 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.) 4– INDICATES WALL TIE W/HOLDOWN AND STRAP PER DETAIL e N-I ALONG PANEL EDGES = 10d a 4" O.C. 53.1 ALONG INTERMEDIATE MEMBERS = 10d a 12" O.G. N-2 ALONG PANEL EDGES 10d a 6" O.G. ALONG INTERMEDIATE MEMBERS = 10d s 12" O.G. NORTH 1 ROOF DIAPHRAGM PLAN SHEET Q TURRENTINE ENGINEERING, LLC PO Box 2465 Lebanon,Oregon 97355 Phone: 541-258-7004 Mope ir 72 8PE r m ON 15, y9 NEW TRUSSES PER ROOF FRAMING PLAN �N F•TUP, EXPIRES: 6/30/161 �¢ 2'1'_4" � OFFICE SPACE (E)CMU WALL PER DETAIL e SUBMITTALS / REVISIONS: 52.1 1 0Q 7-31-14 PERMIT SET WAREHOUSE (E)GONG.SLAB OFFICE SPACE ON GRADE 1 EAST-WEST BUILDING SECTION Zo J C) m � Ow � W N Q N cc �- 0' 32"O.C. 32" O.C. 0 LL O 3010 00Lnft: CY) Q v z Q 0' Ln ' Lu cf) Z =) Q 0 NEW TRUSSES PER ROOF FRAMING PLAN 8"CMU (2)S BARS U W 3/8" /FT. � Q 26'-0" 24'-0" NOTE: EXISTING INFOR 1ATION OBTAINED FROM ORIGINAL CONSTRUCTION DRAWINGS FOR BUILDING. REF: GENERAL i NOTES FOR MORE INFORMATION. I) 1 ~ (E)CMU WALL PER DETAIL3 v 52.1 OFFICE SPACE 3 TYP. WAREHOUSE WALL CONSTRUCTION WAREHOUSE N.T.5. Date: 7-30-14 Scale: (E)CONC.SLAB I Drawn by. SET ON GRADE OFFICE SPACE Checked by. Job No.: 140604 m'-m„ —" Drawing No.: DRAWING TITLE: BUILDING SECTIONS 2 NORTH-SOUTH BUILDING SECTION E SHEET S2.1 ALL COPING AND FLASHING �r \\\\ ALL COPING AND FLASHING TO MATCH(E) DBL.2 x 8 TOP PLATE TO MATCH(E) BOUNDARY NAILING PER ROOF DIAPHRAGM PLAN 21'-4" (VERIFY) CONT.BLOCKING SUPPLIED ROOF SHEATHING BY JOIST MANUFACTURER i 6d NAILS o 6" O.C. INTO REDBUIT RED-5 TRUSSES TU RRENTI N E 1/16"o 15/32" PLYWOOD FRONT BLOCKING 4 4 x 8 - PER ROOF FRAMING PLAN (E)fe 5 x 5 x I/4" W/(2) HOLES WELDED TO T.S. 1 AND BACK ENGINEERING, LLC 15/32" PLYWOOD -CONT. ------ l - 2 x 8 PLATE - NOTCH AROUND — — PO Box 2465 Lebanon,Oregon 97355 l2)3/8"m x 3' LAG SCREWS (E)T.S. ATTCHE TO EA.TRUSS p Phone: 541-258-7004 W/(2)I6d NAILS 4 x 8 P.T.BEVELED ( 2 x 8� 24" O.C. i I � 3/8" PER FT. l/ ' ROOF SHEATHING - NOTCH I NOTE TO TRUSS AROUND T.S. 26'-0" f 5 Y=^ MANUFACTURER: _ — - ---.--__ ;"`<i S THE CONNECTION J = -- ------ I OF THE TRUSS TO PLYWOOD AND BLOCKING - THE 4 x 8 MUST BE CAPABLE OF PER 1/53.1 `y N D PROF - CEJ 3/4"m AB.W/6"MIN. 1# RESISTING 801 �`L�� Fss NOTE 70 TRUSS _� 1 MANUFACTURER: THE EMBEDMENT s 48" O.C. Ep 09 24'-0" I ': CONNECTION OF THE 72 8PE r TRUSS TO THE 4 x 8 (E)05 BAR - CONT. my ON .. MUST CAPABLE OF RESISTING 8010 ( t q 5, ' 4 x 8 P.T.BEVELED -- N F.TU9 : (E)CMU WALL � --€ s 3/6" PER FT. _,; REDBUIT RED-5 TRUSSES (E PER ROOF FRAMING PLAN EXPIRES: 6/30/ 16 (E)CMU WALL : i CEJ T.S.2 x 2 x 1/4" POSTS 9 3 8'-0" WELDED TO STEEL e NOTE: EXISTING INFORMATION BOLTED TO(E)CMU WALL TO NOTE: EXISTING INFORMATION OBTAINED FROM r OBTAINED FROM ORIGINAL I REMAIN IN PLACE, ORIGINAL CONSTRUCTION DRAWINGS FOR BUILDING. CONSTRUCTION DRAWINGS FOR ;' -� REF: GENERAL NOTES FOR MORE INFORMATION. BUILDING. REF: GENERAL NOTES FOR MORE INFORMATION. € 4 DETAIL AT NORTH WALL 1 DETAIL AT SOUTH WALL SUBMITTALS / REVISIONS: 53.1 11/211 = 1' 53.1 11/2" = 1'-0" QO 7-31-14 PERMIT SET 21'-4" A.F.F. SIMPSON C516 COILED STRAP PER ROOF DIAPHRAGM PLAN CUT TO 21'-6" LONG W/(10)106 NAILS INTO 4 x 10 AND 10d NAILS o 8" O.C.ALONG (E)CMU WALL I , .. ENTIRE LENGTH OF STRAP INTO 4 x 4'5 s 1 .- SIMPSON DTT2Z-5D52B m 4'-0" O.G. 4 x 4 BLOCKING A 48"O.C. - SEE W/(S)SIMPSON SDS 1/4" x 2 1/2" """'_" ROOF FRAMING PLAN 6 BOUNDARY NAILING PER ROOF SHEATHING ROOF DIAPHRAGM PLAN VARIES Z SIMPSON Z44 7 O e•0 CLIPS TO L_ 1/2"0 A301 THREADED ROD AT SUPPORT I- HOLDOWN INSTALLED IN HILTI HIT BLOCKING -TYP. HY-10 ADHESIVE (SPECIAL a V J INSPECTION REQ'D PER E5R-2682) W/4 1/2"MIN.EMBEDMENT. INSTALL IN CENTER OF FULLY GROUTED M CMU COARSE. W Cl) SIMPSON HUS41OTF -TYP. Z w CONT.4 x 10 W/1/16"O MAX.HOLES O Q N AT THREADED RODS. uj U N REDBUIT RED-5 TRUSSES PER ROOF FRAMING PLAN Q WFF- 0, r, lkf I 4 x 10 6 4'-0" O.G.PER ROOFO g FRAMING PLAN 0 Q LL NOTE: EXISTING INFORMATION OBTAINED FROM ORIGINAL CONSTRUCTION DRAWINGS FOR BUILDING. O 0 Ll Q REF: GENERAL NOTES FOR MORE INFORMATION. Q 0) 0 W ~ 2 DETAIL AT EAST AND WEST WALLS Z � 53.1 11/2" = 1'-0" a = UW ZQ 0 � D U W MECH.UNIT AND CURB o a Date: 7-31-14 ix X Scale: Drawn by. SET Checked by: Job No.: 140604 Drawing No.: DRAWING TITLE: SIMPSON JB26 TYP.AT DETAILS ALL 2 x 6 CONNETIONNS TO TRUSSES OR TO EACH OTHER 2 x 6 DIRECTLY UNDER ALL SIDES MECH.UNIT CURB(CURB ATTACHMENT BY OTHERS) NOTE: LOAD TRANFER BLOCKS MAY BE REQ'D BTWN.TRUSS CHORDS. REF: MANUR SHOP REDBUIT RED-S TRUSSES DRAWINGS FOR INSTRUCTIONS. PER ROOF FRAMING PLAN E 3 TYPICAL MECH. UNIT SUPPORT SHEET 53.1 1 I/2" 1'-0" 53.1