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Plans (2) ep..)Lir?3.1 fp ke 1 S 45 (...7.....iza.. Ar , 44,''UN Ar , vai'.'''''' •,„„„:,%,,' 9 ,,,,„.--0,,,,— ,.„, :,... .1.,:.,„.•..:5%,',44---.' i .,-, , `',. --,•«.;;32st,,5.,; 47„ti '4",,,,v., 1,000,%re. '-f:A'',,'.4 --, '4, ''''& ,-,<•,- --,,„:,;,,..„.,..4':,.--4- ,:-..7.7w.4. ,,,-;,,,-. 24;$7, 4.4 ,,,,,„0„.„ - -- x,''°,---;,,,: :o.o.- e Pr ,-..,,, S G _ .. ,.. ti VtAkv N I :.,..„, .. . BUILD AN ANY m CON „ii., AMER 1 ,i Li = A IC n " vat io RECEIVED Innovation" e and enc- Es, ,oNsTRuc-ncm cell E_ _x "Ownership, 0 wl5G °32A ABC JOB NO. _ .1 BEfILDING ERECTION NOTES ABC-ATLANTIC DIVISION ABC-SOUTH DIVISION y 1.THE METAL BUILDING SUPPLIER ASSUMES NO RESPONSIBILITY OR UABILITY FOR FOUNDATION,FLOOR OR SLAB DESIGN OR CONSTRUCTION. 6115 COCA COLA BLVD. 1150 STATE DOCKS RD. -- - 2.THE FOUNDATION DESIGN SHOULD BE DONE WITH DUE REGARD TO THE SPECIFIC SOIL CONDITIONS PRESENT AT THEACTUALJOBSTTE. COLUMBUS,GA 31909 EUFAULA,AL 36027 - SHEET REV. - 3.FOUNDATION MUST BE DESIGNED FOR THE APPLICABLE REACTIONS AS THEY APPLY TO A PARTICULAR BUILDING AND MUST BE ADEQUATE TO RESIST ALL OF THE CRMCAL COMBINATIONS PHONE:(706)562-8020 PHONE: (334)687-2032 TAKING CARE OF OUR CUSTOMERS NUMBER STATUS DATE NO. FOR EACH OF THE VARIOUS LOADING CONDITIONS.THESE REACTIONS AND LOAD COMBINATIONS MUST BE USED TO DETERMINE THE DESIGN LOADS TO BE RESISTED BY THE FOUNDATIONS. FAX:(706)562-8017 FAX:(334)688-2200 FOR FIELD ISSUES CALL C-1 FOR PERMITS ONLY 03/25/15 2 4.REINFORCING BARS,WIRE MESH,ANCHOR ROD SHEAR ANGLES,TIE RODS AND/OR HAIRPINS(1100K BARS)SHOULD BE INCORPORATED AS REQUIRED INTO THE FOUNDATION DESIGN.• GREG SANTUCCI THE HORIZONTAL THRUST AT THE COLUMN BASE ACTING IN CONJUNCTION WITH APPLICABLE VERTICAL REACTIONS,MUST BE SUSTAINED BY HAIRPINS,TIE RODS,BUTTRESSES,OR ABC-MIDWEST DIVISION ABC-WEST DIVISION (775)887-2931 C-2 FOR PERMITS ONLY 03/25/15 1 OTHER DEPENDABLE MEANS. 901 WEST MAIN STREET 2260 TENAYA DRIVE Greg.Santucci@Americanbuildings.com AB-1-AB-3 FOR PERMITS ONLY 03/25/15 2 5.COLUMN FOOTING SHOULD EXTEND A MINIMUM OF 12 INCHES INTO NATURAL SOIL,OR WHERE FILL IS USED,THE FILL MUST BE PROPERLY COMPACTED OR THE FOOTING SHALL EL PASO, IL 61738 MODESTO,CA 95354 EXTEND TO THE NATURAL GRADE.IN ALL CASES THE FOOTING SHALL EXTEND AT LEAST 6 INCHES BELOW THE LOCAL FROST LINE. PHONE: (309)527-1500 PHONE:(209)236-0580 E-01-E-20 FOR PERMITS ONLY 03/25/15 1 " 6.EXPANSION OR CONSTRUCTION JOINTS SHALL BE LOCATED AS REQUIRED IN FOUNDATION WALLS AND SLAB,AS SPECIFIED BY THE FOUNDATION DESIGNER. FAX: (309)527.1522 FAX:(209)236-0588 THE REGISTERED PROFESSIONAL ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS 7.THE TOP OF THE FOUNDATION OR FLOOR SHALL BE SQUARE,LEVEL AND SMOOTH.ANCHOR RODS SHALL BE ACCURATELY SET TO A TOLERANCE+/-1/16 INCH ON DIMENSIONS WITHIN IS EMPLOYED BY THE MANUFACTURER AND DOES NOT SERVE AS OR REPRESENT THE THE GROUP SPACING FOR AN INDIVIDUAL COLUMN.ALL OTHER DIMENSIONS SHALL HAVE A+/-1/8 INCH TOLERANCE. PROJECT ENGINEER OF RECORD AND SHALL NOT BE CONSIDERED AS SUCH. 8.COLUMN BASE PLATES ARE DESIGNED NOT TO EXCEED THE ALLOWABLE BEARING STRESS OF CONCRETE THAT HAS A MINIMUM COMPRESSIVE STRENGTH OF 2500 P.S.I.AT 28 DAYS. 9.UNLESS EXPLICITLY NOTED OTHERWISE,ALL EMBEDDED STRUCTURAL STEEL(INCLUDING ANCHOR RODS),OTHER MATERIALS,AND LABOR SHALL BE SUPPLIED BY THE FOUNDATION THIS IS TO CERTIFY THAT THE METAL BUILDING COMPONENTS FURNISHED BY AMERICAN BUILDINGS COMPANY FOR THE CONTRACTOR. REFERENCED BUILDING HAVE BEEN DESIGNED IN OUR CARSON CITY,NV OFFICE FOR FABRICATION IN OUR CARSON CITY, 10.ANCHOR RODS SHOULD BE AS SHOWN AND CALLED FOR,INCLUDING PROJECTION FROM CONCRETE,DIAMETER AND QUANTITY. NV PLANT. 11.THE EMBEDMENT OF THE ANCHOR RODS IN THE CONCRETE AND CONFIRMING ADEQUACY OF ANCHOR ROD EDGE DISTANCE IS THE RESPONSIBILITY OF THE FOUNDATION DESIGNER. IN ADDITION TO THE DEAD LOAD(D)OF THE BUILDING COMPONENTS,THE MEMBERS ARE DESIGNED ON THE FOLLOWING THE FRAME REACTIONS ARE CONSIDERED THE MINIMUM LOADS TO BE DEVELOPED. DESIGN OASIS: • 12.ALL ANCHOR RODS SHALL BE ASTM F1554 GRADE 36 OR EQUAL IN ORDER TO CONFORM TO THE METAL BUILDING SUPPUER'S DESIGN ASSUMPTIONS BASED ON THE ALLOWABLE STRESSES GIVEN IN THE AISC MANUAL OF STEEL CONSTRUCTION. COLLATERAL LOAD(C) 13.ANCHOR ROD DIAMETERS FOR THE PRIMARY FRAMING AND ENDWALL FRAMING ARE DENOTED AT RESPECTIVE BASE PLATE DETAILS OR ON THE ANCHOR BOLT PLAN.ANCHOR RODS 3 psf On Roof Members FOR FRAMED OPENINGS SHALL BE 1/2 INCH DIAMETER UNLESS OTHERWISE NOTED. 3 psf On Supporting Frames ROOF LIVE LOAD(Lr) 20 psf When Applied As A Uniform Load In Combination with Dead and Collateral Loads In Other Loading Conditions 20 psf on Roof Members With Reduction On Supporting Frames As Permitted By Code BASIC MATERIAL SPECIFICATIONS SNOW LOAD(S) PRIMARY FRAMING STEEL 25 psf Roof Snow Load STEEL FOR MILL-ROLLED STRUCTURAL SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A 36,ASTM A 572 GRADE 50 OR 55,OR ASTM A 992. Roof AllThermal ndire ionndstrctursthatdully tl therCondition= d and air do not othor seSt qualify ins entionturesally kept eefreezing and STEEL FOR ALL BUILT-UP SECTIONS SHALL CONFORM TO ONE OR MORE OF THE FOLLOWING: others',or"Unheated and open air structures",or"Structures intentionally kept below freezing A. ASTM A 1011 SS,GRADE 55 25 psf Ground Snow Load Thermal Factor=1.0 B. ASTM A 1011 HSLAS,GRADE 55,CLASS 1 Snow Exposure Factor=0.9 C. ASTM A 572 GRADE 55 Snow Importance Factor=1.0 D. ASTM A 529 GRADE 55 STEEL FOR ENDWALL"C"SECTIONS SHALL CONFORM TO ASTM A 1011 SS,GRADE 55,OR HSLAS,GRADE 55,CLASS 1. WIND LOAD Sur 130 pe(Surface Roughness)Wind Seery=B NOTES: STEEL FOR ROUND PIPE SECTIONS SHALL CONFORM TO ASTM A 500 GRADE B,42 K51. 130 mph Ultimate Design Wind Speed(3-second gust) SECONDARY FRAMING STEEL 100.7 mph Nominal Design Wind Speed(3-second gust) 72 mph Serviceability Design Wind Speed(3-second gust) 1.The new structure by ABC is designed as enclosed building. STEEL USED TO FORM PURLINS,GIRTS,EAVE STRUTS AND"C"SECTIONS SHALL CONFORM TO ASTM A1011 SS,GRADE 55,OR HSLAS GRADE 55,CLASS 1,OR IF Enclosure Classification=Enclosed Buildings 2.ABC has provided capacity for a 3.0 psf of uniform collateral load as requested. Internal Pressure Coefficients=+0.18 and-0.18 q GALVANIZED SHALL CONFORM TO ASTM A65355,GRADE 55,G90 OR HSLAS,GRADE 55,CLASS 1,090. Design Pressure for Wall Components and Cladding=+27.82 psf and-37.10 psf No special provisions have been made for concentrated point loads on frames or ROOF AND WALL PANEL MATERIAL - purlins unless noted on ABC roof plan. SEISMIC LOAD(E) 3.It is the responsibility of others,i.e.the engineer of record,to ensure that all EXTERIOR PANELS SHALL CONFORM TO ONE OF THE FOLLOWING: Equivalent Lateral Force Procedure structural systems and components not by ABC interact compatibly with ABC PANEL MATERIAL SHALL BE ALUMINUM-ZINC ALLOY-COATED STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A 792 S5,GRADE 80. 99.1%g 0.2s Short Period Spectral Response Acceleration S(s) structural systems and components. See calculation package for deflection . MATERIAL MAY BE EITHER 26 OR 24 GAGE. 44.8%g 1.0s Spectral Response Acceleration S(1) PANEL MATERIAL SHALL BE ALUMINUM-ZINC ALLOY-COATED STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A 792 SS,GRADE 50,CLASS 1. Site Classification=D requirements of ABC frames and materials MATERIAL MAY BE EITHER 240R 22 GAGE. Seismic Importance Factor=1.0 4.It is the responsibility of others to provide the engineering PANEL MATERIAL SHALL BE ZINC-COATED(GALVANIZED)STEEL,COATING DESIGNATION G90,CONFORMING TO THE REQUIREMENTS OF ASTM A 65355,GRADE 80,CLASS OR CLASS 2, Seismic Design Category=D design and material for the following: seismic Design Short Period Acceleration,Sds=0.7298 -Thermal expansion compatibility. OR HSLAS,GRADE 80.MATERIAL MAY BE EITHER 26 OR 24 GAGE. Seismic Design 1 Sec Period Acceleration,Sd1=0.464g -All sidewall,endwall and interior partition wall or stud walls. ` PANEL MATERIAL SHALL BE ZINC-COATED(GALVANIZED)STEEL,COATING DESIGNATION G90,CONFORMING TO THE REQUIREMENTS OF ASTM A 653 SS,GRADE 50,CLASS 1 OR CLASS 3, R(X-Bracing)=3.25 5.The framing at all frame lines are not designed to accommodate future additions. MATERIAL MAY BE EITHER 24 OR 22 GAGE. R(Rigid Frame)=3.50 Reactions corresponding to frame lines reflect loadings for actual tributary area and are BRACE MATERIALS: not intended to include future modifications unless explicitly noted otherwise. BRACE CABLES:ASTM A 475,7-STRAND EHS WIRE CABLE BC4=1/4"DIA.(7mm) BCS=5/16"DIA.(8mm) BC6=3/8"DIA.(10mm) BCS=1/2"DIA.(13mm) 6.Builder responsible to verify all stair opening clear sizes and locations. BRACE RODS: ASTM A 572,50 KSI(UPSET THREADS) BRS=5/8"DIA.(16mm) BR6=3/4"DIA.(20mm) BR7=7/8"DIA.(23mm) Ben=1"DIA.(26mm) OR ASTM A 529,50 KSI(CUT THREADS) BR9=11/8"DIA.(29mm) BRIO=1 1/4"DIA.(32mm) Bell=13/8"DIA.(35mm) BR12=11/2"DIA.(39mm) County=Washington STRUCTURAL PRIMER NOTE: Risk Category of Building=II.All buildings and other structures except those listed in Risk Categories I,III, • and IV "SHOP COAT PRIMER IS INTENDED TO PROTECT THE STEEL FRAMING DURING TRANSPORTATION TO THE JOBSITE AND FOR NOT MORE THAN 45 DAYS FROM THE APPLICATION. STORAGE IN EXTREME COLD TEMPERATURES OR WINTER SNOW CONDITIONS,INCLUDING TRANSPORTATION ON SALTED OR CHEMICALLYTREATED ROADS WILL ADVERSELY AFFECT THE NOTES: DURABILITY AND LONGEVITY OF THE PRIMER.THE COAT OF SHOP PRIMER DOES NOT PROVIDE THE UNIFORMITY OF APPEARANCE,OR THE DURABILITY AND CORROSION RESISTANCE 1.ROOF DESIGN IS BASED ON THE LARGER OF LIVE LOAD OR ROOF SNOW LOAD. OFA FIELD APPUED FINISH COAT OF PAINT OVER A SHOP PRIMER.MINOR ABRASIONS TO THE SHOP COAT PRIMER CAUSED BY HANDUNG,LOADING,SHIPPING,UNLOADING AND 2.ALL WELDING MUST BE PERFORMED BY AWS QUALIFIED WELDERS FOR THE WELDING PROCESSES AND POSITIONS TO BE i ERECTION ARE UNAVOIDABLE AND ARE NOT THE RESPONSIBILITY OF THE METAL BUILDING SUPPLIER.ABC IS NOT RESPONSIBLE FOR THE DETERIORATION OF THE PRIMER OR USED.ALL WELDING AND WELD PREP MUST BE COMPLETED AND VISUALLY INSPECTED TO AWS ACCEPTANCE CRITERIA CORROSION THAT MAY RESULT FROM NEITHER ATMOSPHERIC AND ENVIRONMENTAL CONDITIONS NOR THE COMPATIBILITY OF THE PRIMER TO ANY FIELD APPLIED COATING." (TABLE 6.1)IN ACCORDANCE WITH THE APPLICABLE AWS STANDARD.WELD ELECTRODES USED FOR ALL FIELD WELD PROCESSES MUST BE SELECTED FROM TABLE 3.1 IN AWS D1.1 FOR GROUP II MATERIAL GREATER THAN OR EQUAL 0.125"THICK OR TABLE 1.2 IN AWS D1.3 FOR MATERIAL LESS THAN 0.125"THICK AND ALL FILLER MATERIAL MUST HAVE A Fu OF 70 KSI. "AS A MINIMUM AND SECONDARY TO MORE STRENUOUS JOB SPECIFIC REQUIREMENTS,PROJECTS LOCATED IN CANADA MUST BE ERECTED WITHIN TOLERANCES AS DEFINED IN SECTOR 29.7 OF SPECIFICATION S16.01 AND PROJECTS IN OTHER LOCATIONS MUST BE ERECTED WITHIN TOLERANCES AS DEFINED IN THE LATEST EDITION OF THE METAL BUILDING SYSTEMS MANUAL,PUBLISHED BY THE MBMA." AMERICAN BUILDINGS COMPANY SERVICEABILITY STANDARDS(2006 MBMA MANUAL CRITERIA)WILL BE USED FOR DESIGN AND FABRICATION OF YOUR ORDER. CONSTRUCTION BRACING NOTE: TEMPORARY SUPPORTS,SUCH AS TEMPORARY GUYS,BRACES,FALSEWORK,CRIBBING OR OTHER ELEMENTS REQUIRED FOR THE ERECTION OPERATION IS TO BE DETERMINED,FURNISHED AND INSTALLED BY THE ERECTOR.THESE SUPPORTS MUST SECURE THE STEEL FRAMING, OR ANY PARTLY ASSEMBLED STEEL FRAMING,AGAINST LOADS COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE STRUCTURE WAS THE ABOVE DESIGN LOADS ARE APPLIED IN ACCORDANCE WITH THE 2014 OREGON STRUCTURAL SPECIALTY CODE.THE DESIGNED RESULTING FROM WIND AND OR SEISMIC ACTIVITY AND AGAINST THE LOADS RESULTING FROM THE ERECTION OPERATION. DESIGN IS IN GENERAL ACCORDANCE WITH 2010 AISC 360-10 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS AND 2007 AISI NASPEC NORTH AMERICAN COLD-FORMED STEEL SPECIFICATION. THIS CERTIFICATION IS LIMITED TO THE STRUCTURAL DESIGN OF THE FRAMING AND COVERING PARTS MANUFACTURED ERECTOR NOTE BY AMERICAN BUILDINGS COMPANY.ACCESSORY ITEMS SUCH AS DOORS,WINDOWS,LOUVERS,TRANSLUCENT PANELS AND VENTILATORS ARE NOT INCLUDED.ALSO EXCLUDED,ARE OTHER PARTS OF THE PROJECT NOT PROVIDED BY AMERICAN FIELD WORK(TRIMMING,DRIWNG,WELDING,ETC.)MAY BE REQ'D FOR CERTAIN CONDITIONS.ABC WILL NOT BE LIABLE FOR ADDITIONAL ERECTION COSTS DUE TO THIS WORK.CONDITIONS BUILDINGS COMPANY SUCH AS FOUNDATIONS,MASONRY WALLS,MECHANICAL EQUIPMENT AND THE ERECTION AND EFFECTED MAY INCLUDE(BUT ARE NOT LIMITED TO):ALL SHEETING PANELS LESS THAN 1'O IN LENGTH WILL HAVE TO BE FIELD CUT FROM PANELS PROVIDED AS NOTED ON ERECTOR DWGS, INSPECTION OF THE BUILDING.THE BUILDING SHALL BE ERECTED ON A PROPERLY DESIGNED FOUNDATION IN SOME PORTAL FRAME KNEE BRACES REQUIRE FIELD WELDING OR DRILLING FOR CONNECTION AT RAFTER,FLUSH GIRT/PURLIN CONDITIONS MAY NEED TO BE SLOTTED TO ACCOMMODATE ACCORDANCE WITH AMERICAN BUILDINGS COMPANY'S"GENERAL ERECTION GUIDE",THE LATEST EDITION OF THE MBMA X-BRACING,"KICKER"BRACES AT OPEN ENDWALLS MAY REQUIRE FIELD DRILLED HOLES AT CONNECTION TO PURLINS,ANGLE X-BRACING MAY REQUIRE FIELD WELDING AT THE COLUMN MANUAL,AND THE JOB ERECTION DRAWINGS.THE DRAWINGS LISTED ON THIS SHEET SHALL REMAIN WITH AND BECOME BASE,ALL JOBS WITH JOISTS WILL LIKELY REQUIRE SOME FIELD WELDING(REGARDLESS OF BOLTED CONNECTIONS) PART OF THIS CERTIFICATION. C4 PROPS I S'1S CO '62 THE REGISTERED PROFESSIONAL !- /685PE ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS L5 EMPLOYED BY THE MANUFACRER � N AND DOES NOT SERVE AS \ OR REPRESENT THE PROJECT ENGINEER Of RECORD AND SHALL ("60./ , OREGON ry JIBC NOT RECONS AS SUCH. C Y Z ' • DRAWING STATUS: G� O 8500 SW SPRUCE �--� FOR PERMITS ONLY ANG 1 Z.H'�G -,;�,fS TIGARD,OR 97224 SOFTWARE VERSIONS DESIGN:MSA 43.0 BIM:20B AMERICAN BUILDINGS NO RELEASE/REVISION OWN:/CKD: ENGR DATEO RELEASE/REVISION DWN:/CKD: ENGR DATE JOB NUMBER: SHEET: ,Fr„�.. ( EXPIRES:6-30-2o15 ) 2 REVISED PERMIT SET JR/ SJ 03/25/20151 PERMITS JD/JD SJ 03/11/2015 j ESI CONSTRUCTION W1 5G0032A C-1 M a 0 ADVANCED ANCHOR BOLTS JD/JD SJ 03/06/2015 P A P 4- ROOF PANELS WALK DOORS CANOPIES TYPE: S3 GAGE: 24 COLOR: ALCT QTY SIZE TYPE SWING LOCKSET CLOSER COLOR LINER TRIM LINER TRIM COLOR QTY EW SW SLOPE PROJECTION LENGTH CLEAR UNDER BEAM SOFFIT PANEL TYPE SOFFIT COLOR PAINT WARRANTY: NO 2 3070 S RHO CYLIND NO WHITE NO 1 REW 1/2 8' 41'10" 11' A3P26 SLGYP70 WEATHERTIGHTNESS WARRANTY: NO 1 3070 HG RHO PANIC NO WHITE NO 1 LEW 1/2 10' 62'9" 11' A3P26 SLGYP70 UL 90 CERTIFICATION: NO 1 6070 HG RHO PANIC NO WHITE NO EAVE TRIM: GUTTER TRIM COLOR: SLGYP70 DOWNSPOUT ELBOWS ONLY: NO TRIM DOWNSPOUT RETURN: YES FACTORY MUTUAL CERTIFICATION: NO FRAMED OPENINGS RECENT PRODUCT REVISIONS WALL PANELS QTY WIDTH HEIGHT SILL HEIGHT FR WRAP TRIM LINER TRIM LINER TRIM COLOR THE FOLLOWING NOTES MAY OR MAY NOT PERTAIN TO THIS SPECIFIC JOB BUT ARE NOTEWORTHY PRODUCT CHANGES. • TYPE: A3P GAGE: 26 COLOR: H=SLGY V=SUBG 3 12' 2'6" 19' NO NO 1. THINK SAFETY! BASE: BA-20 PAINT WARRANTY: NO 2 7'4" 4' 14' NO NO 2 7'4" 4' 3'6" NO NO EAVE TREATMENT 1 17' 4' 3'6^ NO NO STANDARD GUTTER WITH DOWNSPOUTS 30.0 FT O.C. (MAX) 1 17' 4' 14' NO NO 1 29' 4' 14' NO NO TRIM COLORS 1 12'4" 4' 14' NO NO RAKE TRIM: SLGYP70 GUTTER OR EAVE: SLGYP70 1 12' 4' 14' NO NO DOWNSPOUTS: SLGY/SUBG FRAMED OPENINGS: SLGY/SUBG 1 20' 4' 14' NO NO CORNER: SLGYP70 BASE TRIM: BRSLP70 1 9' 4' 3'6" NO NO MISCELLANEOUS: PRIMER COLORS PRIMARY: RED SECONDARY: GALV-SL ROOF FASTENERS(BUILDEX SCOTTS W/WASHERS) STANDING SEAM III STRUCTURAL: #14X1 SDRF STITCH: #14X1 SDRF WALL FASTENERS(BUILDEX SCOTTS W/WASHERS) ARCHITECTUAL III • - - STRUCTURAL: #12X1 1/4 SDHH STITCH: #14X3/4 SDHH - TRIM FASTENERS #14X3/4 SDHH INSULATION ROOF: BY OTHERS THICK: 6.0 WIDTH: NA FACE: NA COLOR: NA WALLS: BY OTHERS THICK: 6.0 WIDTH: NA FACE: NA COLOR: NA p PR0E THE REGISTERED PROFESSIONAL `UVUOJPC ENGINEER WHOSE SEAL APPEARS �l ON THESE DMWINGS IS EMPLOYED BY THE MANUFACNRER , J AND DOES NOT SERVE AS OR REPRESENT THE PROJECT ENGINEER OF RECORD AND SHALL ‘...6/1' OREGON ry NOT BE CONSIDERED AS SUCH. JIBC DRAWING STATUS: rt ,` �� 8500 SW SPRUCE FOR PERMITS ONLY - cO�c�° , G.., �.1 !A TIGARD,OR 97224 • SOFTWARE VERSIONS DESIGN:MSA 43.0 BIM:20B AMERICAN BUILDINGS ESI CONSTRUCTION JOB NUMBER: SHEET: .,. ( EXPIRES:6-30-2015 j NO RELEASE/REVISION DWN:/CKD: ENGR DATEO RELEASE/REVISION DWN:/CKD: ENGR DATE W1 C-2 M 1 REVISED PERMIT SET JR/ SJ 03/25/20150 PERMITS JD/JD SJ 03/11/2015 "rP 60'_0 H (4) ® O 0 ANCHOR BOLT TABLE ERECTION NOTE!!! 51/2Ii 19'-6 1/2 I 20'-0 19'-6 1/2 e1/2 SIZE 1" QTY 48 1. FINISHED FLOOR ELEVATION=100'-0" 2. BOTTOM OF BASE PLATE(B.O.B.P.)=100'-0"EXCEPT AS NOTED. -BPO9 B -BP09-B BP09-C - BP09-A N N 6"B.F.F. N 6"B.F.F. 6"B.F.F. N 3/4 40 6"B.F.F. BRACED BAY 1 1/4 8 N N N 4 N BP11-ABP11-B ( B) 6..B.F.F. N CV 6"B.F.F. 3 1/2 rn� m 1 ( B) v v 3 1/2d I CV N 4 1 I I 4 N N ' BP05-A BP07-A BP01-A , BP12-A 6"B.F.F. 6"B.F.F. 6"B.F.F. 6"B.F.F. © BRACED BAY 31/2 4 0 0 o I 0 0 8 p N N N N BP10-A BP10-B 6"B.F.F. 6"B.F.F. (D) . 4 - - - - , ' (D) BPO2-A BPO2-A 41 6"B.F.F. 6"B.F.F. ' N O N 111 8 N (D.8) BP01-A BP06-B BP01-B OE 6"B.F.F. 6"B.F.F. 6"B.F.F. 31/2 - O k-BP06-A 31/2r 6"B.F.F. NOTE: ESI CONSTRUCTION RESPONSIBLE FOR VERIFYING ALL STAIR SIZES AND LOCATIONS. RN I En I N I N LO CO N N �I 9 5/8 1 17'-9 7/8 111 PORTAL FRAME 1 - F F N' N A N r . N ' O , BPOS-A o , to 0 6"B.F.F. -BP08-B 6"B.F.F. BP08-B - -PBP04-A PBP03-A -BP08-C VQ PROF� 6"B.F.F. 6"B.F.F. 6"B.F.F. 6"B.F.F. G am � e6)so , .., Cr R.685PE r 51/211 19'-61/2 20'-0 I 19'-6112 -ll 51/2 THE REGISTERED PROFESSIONAL ENGINEER WHOSE SEA APPEARS ON THESE DRAWINGS IS EMPLOYED y (4) O O CD BY THE MANUFACTURER AND DOES NOT SERVE AS OR REPRESENT THE 6O'-O I ENGINEER ORECORD AND HALL kNOT BE CONSIDERED AS SUED. OREGON Ey • ANCHOR BOLT PLAN JIBc DRAWING STATUS: y 0 4 y 0N. 8500 SW SPRUCE FOR PERMITS ONLY �N �ZN�2C' •�'�' I� TIGARD,OR 97224 SOFTWARE VERSIONS DESIGN:MSA 43.0 BIM:20B AMERICAN BUILDINGS NO RELEASE/REVISION DWN:/CKD: ENGR_ DATE O_ RELEASE/REVISION DWN:/CKD: ENGR DATE ESI CONSTRUCTION JOB NUMBER: SHEET: ,,,..,..,=,...,,,,,..„,... t t EXPIRES:6-30-2015 2 REVISED PERMIT SET JR/ SJ 03/25/2015 A/1 PERMITS JD/JD SJ 03/11/2015 � 1 5GA f`32 A AB_1 M M 0 ADVANCED ANCHOR BOLTS JD/JD SJ 03/06/2015 V V /`1 BP01-A[6"B.F.F.] BP01-B[6"B.F.F.] BP02-A[6"B.F.F.1 PBP03-A[6"B.F.F.1 PBP04-A[6"B.F.F.] BP05-A[6"B.F.F.] - 1/2 PLATE- 3/4 AB-3"REQD.PROJECTION 1/2 PLATE- 3/4 AB-3"REQD.PROJECTION 1/2 PLATE- 3/4 AB-3"REQD.PROJECTION 1/2 PLATE-1 1/4 AB-3"REQD.PROJECTION 1/2 PLATE-1 1/4 AB-3"REQD.PROJECTION 1/2 PLATE-1"AB-3"REQD.PROJECTION b H 11/2 111/2 k 95/8 I 0 T 55/8 I 4 _I 5 I 4H 1011/2 H N _ 1'-01/2 1 1- 6 I 3 -I 31/2_ Wsr 11 Z I In F.l - _ , N NN I N +_ *1 1'-7 5 4 7 1 rN1 ♦ ♦ [ ..--- - 1 ♦ ♦ w D : I ♦ N ©w a -co NZWJ 4- ♦ Im 1 N mN ♦ 4- L ' ♦I♦ _ N O N I ♦ ♦ �J nW � N _i_ k31/4I 24 I31/4 STEEL LINE31/2 3 _I 6 - k 1'-01/2 _ `� 21/2 r 24 k 1-1 -I NX BP06-A[6"B.F.F.1 BP06-B[6"B.F.F.1 BP07-A[6"B.F.F.] BP08-A[6"B.F.F.] BP08-B[6"B.F.F.] BP08-C[6"B.F.F.] 1/2 PLATE-1"AB-3"REQD.PROJECTION 1/2 PLATE-1"AB-3"REQD.PROJECTION 1/2 PLATE-1"AB-3"REQD.PROJECTION 3/8 PLATE-1"AB-3"REQD.PROJECTION 3/8 PLATE-1"AB-3"REQD.PROJECTION 3/8 PLATE-1"AB-3"REQD.PROJECTION F. 8B -1 h. 8 1 I- 8 '1 8 2 21 c 12 2 j 2 1/21 12 1/2 21/2 21/2 21/2 21/2 1♦ ill_ -4- ' —r N 31/2 I 5 I 4os Y Q v 1 11•1111I W W ♦ 1 v N Huj— N J I ( E) - - -� ( D-8) 7 -,c1' 1 ♦ ♦ _ w ♦ *I Whm ' - - - "- ~ an ao J two t m ♦ T U) ♦ ♦ 1_1/2 I v c` + I � 1 1/2 a N 1 1/2 ,i STEEL LINE `� O ( 3) k 51/2 l STEEL LINE STEEL LINE 5 1/2 BP09-A[6"B.F.F.] BP09-B[6"B.F.F.] BP09-C[6"B.F.F.] BP10-A[6"B.F.F.] BP10-B[6"B.F.F.1 BP11-A[6"B.F.F.] 3/8 PLATE-1"AB-3"REQD.PROJECTION 3/8 PLATE-1"AB-3"REQD.PROJECTION 3/8 PLATE-1"AB-3"REQD.PROJECTION 3/8 PLATE- 3/4 AB-3"REQD.PROJECTION 3/8 PLATE- 3/4 AB-3"REQD.PROJECTION 3/8 PLATE- 3/4 AB-3"REQD.PROJECTION I 51/2 1h. 51/2 1 N N N STEEL LINE - STEEL LINE - STEEL LINE I a a 1 I I EV N I _ N a 1'-0 1 1/2 v so n v 1 1/2 AO M. 1 1/2 4 3/4 _I 3 _I 4 1/4 I IIII Z11-- / ! I W N� N / zLU N1'-01/2 Z NJJ N JN wL. N J - ♦ ♦ ♦ T W '- / ! F JCO m W ♦ ♦ I Z I� II� m N N 1 ♦ L N J V W N H w x _ 4 1/4 I 3 I 4 314 , F k 1.-0 N co 31/2 I 3 I 6 � - / 21/2 21/2 21/2 21/2 211/2 211I/2 k 8 8 " k 8 '1 ERECTION NOTE!!! ERECTION NOTE!!! ALL ANCHOR RODS SHALL HAVE A 3 INCH PROJECTION(UNLESS NOTED)ABOVE THE BOTTOM OF THE 1. FINISHED FLOOR ELEVATION=100'-0" COLUMN BASE PLATES,EXCEPT 1/2 INCH DIAMETER ANCHOR RODS LOCATED AT DOORS WHICH SHALL HAVE 2. BOTTOM OF BASE PLATE(B.O.B.P.)=100'-0"EXCEPT AS NOTED. PROJECTION OF 1 INCH. � �D PR 0,c- ,S ALL ANCHOR RODS SHALL HAVE A MINIMUM THREAD LENGTH OF 1/4 INCH LESS THAN THE PROJECTION. THE ! [[ �+_ S PROJECTIONS SPECIFIED PROVIDE FOR A SINGLE BASE PLATE THICKNESS,AND APPLICATION OF ONE 3/16 �V/_ vY INCH WASHER,AND ONE HEAVY HEX NUT. IN THE INSTALLED POSITION,THE TOP OF THE ANCHOR BOLT MUST :.685PE 5.r THE REGISTERED PROFESSION. BE FLUSH WITH OR ABOVE THE TOP OF THE NUL ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS IS EMPLOYED ADDITIONAL PROJECTION LENGTH MUST BE CONSIDERED AND PROVIDED FOR ITEMS SUCH AS GROUT, BY THE MANUFACTURER / _/'� AND DOES NOT SERVE AS DOUBLE NUTS,PLATE WASHERS,LEVELING PLATES,ETC.,THAT MAY BE SPECIFIED BY OTHERS. OR REPRESENT THE PROJECT ! ENGINEER OF RECORD AND SHAH ✓ OREGON (I, PROJECTING THREADS SHOULD BE GREASED OR OTHERWISE PROTECTED FROM CORROSION. NOT BE CONSIDERED Ass SUCH. R JIBC DRAWING STATUS: ..::.' .....,:.. 0:44 ' Z� 0 1 8500 SW SPRUCE FOR PERMITS ONLY G/ �zH,Gv Z�Y , TIGARD,OR 97224 SOFTWARE VERSIONS DESIGN:MSA 43.0 BIM:20B AMERICAN BUILDINGS NO RELEASE/REVISION DWN:/CKD: ENGR DATE RELEASE/REVISION DWESI CONSTRUCTION N:/CKD: ENGR DATE JOB NUMBER: SHEET: „ ,_ i EXPIRES:6-3o-2o15 i 2 REVISED PERMIT SET JR/ SJ 03/25/20151 PERMITS JD/JD SJ 03/11/2015 \/V15G0032A AB-2 a 0 ADVANCED ANCHOR BOLTS JD/JD SJ 03/06/2015 Asci • • - ' R BP11-B[6"B.F.F.1 BP12-A[6"B.F.F.1 3/8 PLATE- 3/4 AB-3"REQD.PROJECTION 3/8 PLATE- 3/4 AB-3"REQD.PROJECTION REACTION SCHEMATICS LOADING FRAME LINE 4 LOADING FRAME LINES 2-3 O CONDITION F DA CONDITION F D A 1 V H1 V V H1 H2 10 1/2 (kips) (kips) (kips) (kips) (kips) (k ps) (kips) (kips) (kips) (kips) (kips) 6 3 31/2 D +1.6 +0.4 +3.7 +2.3 -0.4 D +2.3 +0.7 +6.0 +3.3 -0.7 NA z 1 N J J 1 4- 1 r C +0.5 +Q2 +7.9 +1.0 -0.2 C +t0 +0.5 +3.7 +1.9 -Q5 NA 1W I T I ' C% MEZ DL +4.5 +0.1 +4.6 NA -0.1 MEZ DL +9.8 +0.1 +17.2 NA -0.1 NA N �3 MEZ LL +6.3 +0,1 +6.2 NA -0.1 MEZ LL +13.7 +0.2 +23.2 +0.1 -0.2 NA 1'-01/2 k 3 3/4 _ 0.8 02 3 3 3/4 a ,..i to +1.7 +12.9 0.1 to -1.7 L to +3.1 +24.4 to -3.1 NA L +3.6 +6.8 +6.5 +12.6 11/21 S +10.3 +2.1 +16.1 +8.5 -2.1 5 +8.1 +3.9 +30.6 +15.7 -3.9 NA -8.1 -7.7 -1.7 -8.8 -7.2 -0.8 W to to -20.7 -11.2 to W to to -27.1 -14.3 to NA +1.7 +5.5 +6.3 Him +1.3 +4.6 +6.3 -3.1 -8.3 -2.3 -0.9 -2.4 LOADING CURTAIN WALL AT FRAME LINE 4 ! F D A -8.8 -7.2 -33.2 -0.8 -14.3 CONDITION E5 to to to to to w to to -27.3 to to to E,D C B 1+2 V ID: W15G0032A.01B +3.1 +8.3 +2.3 +0.9 +2.4 (at X braced bays) +1.3 +4.6 +4.5 +6.3 +14.3 V H2 V H2 V H2 All Wind reactions shown in the toble above ore based -6.4 -16.1 -5.2 -1.2 -3.5 (kips) (kips) (kips) (kips) (kips) (kips) on Ultimate DesignWind Speede and a unfoctored. E" to to to to to NA "Earthquake reactions do not include any amplifications for overstrength which may or may not be required in the Hy +6.4 +16.1 +5.2 +1.2 +3.5 D +1.2 +0.1 +1.2 +0.1 +0.4 NA design of column anchorage and foundation by others. -6.4 -16.1 -5.2 -13.5 -3.5 -10.0 H1 = harizontol force in the alone of frame f I F D A E" to to to to to to H2 = horizontal force perpendicular to the plane of frame -4.8 -7.1 -Si. -7.8 -7.3 H2 V ID: WI 5G0032A.0 to (ot X braced boys) +6.4 +16.1 +5.2 +13.5 +3.5 +10.0 W to to to to +0.4 to All Wind reactions shown in the table above ore booed +6.0 +6.5 +6.5 +7.1 +6.6 on Ultimate Design Wind Speed and ore unfoctored. • "Eorthquake reactions do not include ony amplifications for overstrength which may or may not be required in the E. +0.6 NA +0.7 NA +0.4 NA design of column anchorage and foundation by others. H1 = horizontal force in the plane of frame LOADING CURTAIN WALL AT FRAME LINE 1 H2 = horizontal force perpendicular to the plane of frame • L +4.8 +0.9 +5.0 +0.9 +0.4 NA CONDITION E D C B • V H2 V H2 V H2 V H2 (kips) (kips) (kips) (kips) (kips) (kips) (kips) (kips) LOADING COL.LINE F. BAY 1-2 S +10.1 +0.2 +5.7 +0.2 +0.4 NA CONDITION F E D +1.0 -0.1 +1.1 -0.1 +1.1 -0.1 +0.4 NA V H1 V H1 I C +0.6 +0.1 +0.7 +0.1 NA NA (kips) (kips) (kips) (kips) -3.7 -5.9 -4.0 -6.1 -4.3 -6.8 -6.6 W to to to to to to +0.4 to D +1.9 NA +2.2 NA +4.9 +6.5 +5.3 +6.7 +5.6 +7.4 +7.3 MEZ DL +9.2 NA +9.3 NA +0.4 NA E` +0.6 NA +0.6 NA +0.7 NA +0.4 NA MEZ DL +0.9 NA +0.9 NA Hy F E D C 8 A MEZ LL +12.5 NA +12.6 NA +0.4 NA H2 V ID: W15G0032A.018 L +4.0 -0.6 +4.2 -0.6 +4.5 -0.7 +0.4 NA All Wind reactions shown in the table above are based MEZ LL +1.2 NA +1.2 NA on Ultimate Design Wind Speed and are unfoctored. "Earthquake reactions do not include any amplifications for erstrength which may or may not be required in the S +10.1 -0.2 +10.1 -0.2 +6.5 -0.1 +0.4 NA C NA NA NA NA design of column anchorage and foundation by others. H1 = horizontal force in the plane of frame H2 = horizontal force perpendicular to the plane of frame -0.2 -0.2 -0.1 C +0.5 -0.1 +0.5 -0.1 +0.6 -0.1 NA NA PORTAL FRAME L to NA to to +0.2 +0.2 +0.1 -0.2 -0.1 -0.2 -0.1 MEZ DL +9.2 NA +9.2 NA +9.3 NA +0.4 NA S to to to to LOADING FRAME LINE 1 +0.2 +0.1 +0.2 +0.1 CONDITION F D A H1 V H1 V V H1 I MEZ LL +12.5 NA +12.5 NA +12.6 NA +0.4 NA -16.6 -4.8 -16.6 -8.6 (kips) (kips) (kips) (kips) (kips) H2 V F ID: W15G0032A.01B C B A W, to to to to • All Wind reactions shown in the table above ore based H1 +16.6 +4.8 +16.6 +8.6 on Ultimate Design Wind Speed and are unfoctored. // -31.0 -14.7 -31.0 -17.3 D +1.7 +0.4 +3.7 +2.3 -0.4 "Earthquake reactions do not include any amplifications for r A B E" to to to to overstrength which moy or may not be required in the H2 V ID: W15G0032A.01PPF1 +31.0 +14.6 +31.0 +17.4 ' design of column onchorage and foundation by others. All Wind reactions shown in the table above ore based Ht = horizontal force in the plane of frame on and are unfoctored. C +0.6 +0.3 +1.9 +1.0 -0.3 H2 = horizontal force perpendicular to the plane of frame "Earthgtuakeereactionsnwind do Sot inedclude lude any amplifications for overstrength which may or may not be required in the design of column anchorage and foundation by others. H1 = horizontal force in the plane of frame +4.5 +0.1 +4.6 NA -0.1 H2 = horizontal force perpendicular to the plane of frome X +6.3 +0.1 +6.2 NA -0.1 BRACING REACTIONS @ FL C BELOW MEZZ PLYWOOD DECK & CONNECTIONS (NBABC) TO BE -0.3 -0.1 DESIGNED AS DIAPHRAMS PER LOAD SHOWN. LOADS ARE DUE TO SEISMIC 1.0 Eh=PxQE L to +1.7 +12.8 to -1.7 Eh=PxQE +3.7 +6.9 0 S +10.4 +2.2 +16.0 +8.6 -2.2 Eh1 = 22.0 Kips 0.45 KLF jjjj Eh1 Eh2 = 8.0 Kips 0.19 KLF PDEAD=19K ` -8.4 -6.8 -1.4 �' Eh3 = 14.0 Kips 0.22 KLF r PLIVE=24K w to to -20.7 -11.2 to +1.8 +4.9 +6.1 STUB COLUMN REACTIONS 14.6K >/ 14.6K PR H� © FL 2-E & 3-D .8L -3.3 -8.6 -2.6 -0.7 -2.1 \ GfD �/C� 1 F D A E" to to to to NP-.. ,i,, H2 y ID: W1500032A.01C +3.3 +8.6 +2.6 +0.7 +2.1 Eh2 i Eh3 Eh3 y g Eh2 1 1y e� x '•`�` .�r SV,yv All Wind reactions shown in the Coble above are based + y ` ger -CJ on Ultimate Design Wind Speed and are unfoctored. +/-8.9K +/-8.9K <¢ j86685PE `Earthquake reactions do not include any amplifications for THE REGISTERED PROFESSIONAL erstrength which may or may not be required in the l/ PDEAD=IOK r design of column anchorage and foundation by others. \�� PLIVE=12K ENGINEER WHOSE SEAL APPEARS H1 = horizontal force in the plane of frame ON THESE DRzrocssS IS EMPLOYED H2 = harizontol force perpendicular to the plane of frame Eh1 STUB COLUMN REACTIONS Br THE MANDEAoRoeo 7 '� FL 2-C & 3-C AND DOES NOT SERVE AS i OR REPRESENT THE PROJECT - ENGINEER Sr RECORD AND SHALL ✓ OREGON R, NOT BE CONSIDERED AS SUCH. MC DRAWING STATUS: "0111', _ GGD� f 0 2��0 �� FOR PERMITS ONLYA • 8500 SW SPRUCE "vc Z 14 X '7,,�`�' TIGARD,OR 97224 SOFTWARE VERSIONS DESIGN:MSA 43.0 BIM:20B AMERICAN BUILDINGS NO RELEASE/REVISION DWN:/CKD: ENGR DATE O RELEASE/REVISION DWN:/CKD: ENGR DATEESI CONSTRUCTION JOB NUMBER: SHEET: rp 00L MA.. i EXPIRES:6-30-2015 j 2 REVISED PERMIT SET JR/ SJ 03/25/2015 1 PERMITS JD/JD SJ 03/11/2015 j 0...........,,0 ADVANCED ANCHOR BOLTS JD/JD SJ 03/06/2015 W15G0032A AB-3 118141R410 n a Aer+M ' 'F 60'-0 (4) 0 0 5 1/2 1 19'-61/2 20'-0 - 19'-61/2 _11_5 1/2 RC2 RC4� RC4—\.. RC6 EN N NE NJ- CM N (B) ' ', ( B) EI3- EI6—/ e, cc cc cC cL 0_ 0_ cc 0_ N N V O N N O E12—7-' R12—2r R14— Iir E14 O 9 9 0 0 N N CC EX CC CC CC CC CC CC RI5 RI3—7 RI3—7 RI1 0 0 N N O II ' O El1 E15 7- ccv Co iix v t icc t it 0 0 N N o 0 PC1 PC2--:- f CD ' �/ �I ' CD �¢Sp Opk RC1 J RC3� RC7—/ PR1 RC5 \e< l N '5s` 51/2JI 19'-61/2 20'-0 I 19'-61/2 If51I2 HE REGISTERED PRDFFSSIONLL L 16685P !1 I IF- IF ENGINEER WHOSE SEAL APPEARS (�/ C `VVV� ON THESE DRAWINGS IS EMPLOYED 4 ) O O O BY THE MANUFACTURER AND DOES NOT SERVE AS - 60'-0 ..1 OR REPRESENT THE PROJECT /� ENGINEER OF RECORD AND SHALL OREGON NOT BE CONSIDERED AS SUCH. PRIMARY FRAMING SHAKEOUT PLAN DRAWING STATUS: �G� ,N. JIBC FOR PERMITS ONLY ""��' �o ��z A �° �.'S 8500 SW SPRUCE NG Z A`G .....3 Z �' TIGARD,OR 97224 SOFTWARE VERSIONS DESIGN:MSA 43.0 BIM:208 AMERICAN BUILDINGS ✓ ESI CONSTRUCTION JOB NUMBER: SHEET: ( EXPIRES:6-30-2015 I NO RELEASE/REVISION DWN:/CKD: ENGR DATEO, RELEASE/REVISION DN:/CKD: ENGR DATE ............... 1 REVISED PERMIT SET JR/ SJ 03/25/2015 W0 PERMITS JD/JD SJ 03/11/2015] W15G0032A E-01 MBMI «+ MEMBER SIZE TABLE USE(1)CLFB W/(6)#12 X 1 1/4 SDHH STRUCTURAL FASTENERS AT EACH FRAME BRACE LOCATION WHERE STARTING ENDING STARTING ENDING REQUIRED FOR LINER(SEE LP44AA&LP45AA) ASSEMBLY OUTSIDE WEB WEB WEB WEB INSIDE ASSEMBLY OUTSIDE WEB WEB WEB WEB INSIDE NAME FLANGE THICK LENGTH FLANGE NAME FLANGE THICK LENGTH FLANGE DEPTH DEPTH DEPTH DEPTH THIS FRAME MUST NOT BE ERECTED WITHOUT THE PIPE ANDOR GIRT STRUT MEMBERS.REFER TO THE RC1 6"X 5/16 X 22'-9 1/16 7/32 19'-7 5/8 1'-0 1'-11 7/16 6"X 5/16 X 20'-7 7/8 3/16 10'-0 5/16 2'-0 2'-0 ENDWALL ELEVATION AT THIS FRAME LINE FOR ANY REQUIRED GIRTS. 7/32 1'-0 1'-11 7/16 2'-0 RI5 6"X 1/4 X 22'-5 3/4 3/16 22'-5 9/16 11" 11" 6"X 1/4 X 22'-5 3/4 1/4 2'-2 7/16 2'-0 2'-0 RR3 6"X 1/4 X 36'-11 1/8 8GA 20'-0 2'-0 2'-0 6"X 1/4 X 36'-101/8 SPLICE BOLT TABLE RR1 6"X 1/4 X 29'-6 3/4 1/4 9'-81/16 2'-0 2'-0 6"X 1/4 X 9'-81/16 8GA 16'-11 1/8 2-0 2'-0 SPLICE BOLTS CLEAR TO F.F. PLATE SIZE 8GA 19'-11 11/16 2'-0 2'-0 6"X 1/4 X 19'-11 11/16 RC2 6"X 1/4 X 27'-4 1/2 8GA 20'-0 1'-0 1'-9 9/16 6"X 1/4 X 25'-1 1/4 A (12)3/4 X 2 3/4 A325T 20'-2 6"X 5/8 RR2 6"X 1/4 X 39'-11 7/16 8GA 9'-11 1/8 2'-0 2'-0 6"X 5/16 X 39'-11 7/16 8GA 5'-1 1'-9 9/16 2'-0 B (8)3/4 X 2 A325T 21'-4 15/16 6"X 1/2 3/16 20'-0 2'-0 2-0 7/32 2'-3 1/2 2'-0 2'-0 C (4)1/2 X 2 A325T 21'-11 13/16 6"X 3/8 NOTE:MEMBERS LIST FOR EACH ASSEMBLY ARE IN ORDER FROM LOWEST TO HIGHEST ELEVATION. D (8)3/4 X 2 A325T 23'-0 15/16 6"X 1/2 E (8)3/4 X 2 A325T 24'-7 3/8 6"X 1/2 NOTE:PRETENSIONED BOLTS REQUIRED.REFER TO DETAIL MF91AP ON SED-001 12 1/2 I 111'-1 1/8 37'-0 1/8 40'-0 7/16 -I 5'-2 3/4 29'-7 7/8 20@5'-0 2@2'-11 3/16 FBL-2.10 FBL-2.10 FBL-2.10 FBL-2.10 FBL-2.10 FBL-2.10 l FBL-2.10 -2.10 FBL-2.10 rFBL-2.10 rFBL-2.10-FBL-2.10�FBL-2.10 r I ( f f n r CL-12 t RR3 �, ii C. c\ - 7 RR2 0 RR1 o c e 0 0 FB-3 n FBL-3.7 Fl B X X 0 j N N O • ;- N 8Ry3i \eR�q� M ro coN ICC w •"R •-- w w 1 — .- I� N OY t. WEB-1-y _ ��:��_'.�_�_-_�—_.�I_E -___� // / N N iM °O ` PR2(FL3/8"X6) T PR3(FL 3/8"X6) `O `� (WEB 3/16X10")< ( ) PR3 3/16X"X6) o (WEB 3/16X10") 2 1- co O �� (WEB 3/16X10") �� O a FBL-2.3 w T- p , o FBL-2.3 w m n Q a N a v ; O co W ' O — w 9 H ~ Oa .d in l y + U E° 1 1/20 11'-0 5/8 1'-01/21 II 1 1/2 2'-2 1/8 18'-8 7/8 20'-11 20'-11 24'-1 1/2 21-11 1/2 2'-2 O O ( D) © ( B) (A) k111'-D NOTE:ESI CONSTRUCTION TO VERIFY ALL MF77ANINE BEAM CLEARANCES FRAME ID:W1500032A.01 B 02/26/1515:44 RIGID FRAME CROSS SECTION AT FL. 4 BLDG 1 \� � P .1-%r THE REGISTERED PROFESSIONAL. -N 86685PE ENGINEER WHOSE SEAL APPEARS �i ON THESE DRAWINGS IS EMPLOYED :] BY THE MANUFACTURER AND DOES NOT SERVE AS ` OR REPRESENT THE PROJECT • - ENGINEER OF RECORD AND SHALL ,, OREGONNOT BE CONSIDERED AS SUCH. /: .JIBCDRAWING STATUS: - CVSY 2� l�8500 SW SPRUCE FOR PERMITS ONLY - ANG �ZH.\ ,'1��' TIGARD,OR 97224 SOFTWARE VERSIONS DESIGN:MSA 43.0 BIM:20B AMERICAN BUILDINGS ESI CONSTRUCTION JOB NUMBER: SHEET: ,,.W,�„_ ( EXPIRES:6-30-2015 NO RELEASE/REVISION DWN:/CKD: ENGR DATE O RELEASE/REVISION DWN:/CKD: ENGR DATE E-02 iiIi�• 1 REVISED PERMIT SET JR/ Si 03/25/201510 PERMITS JD/JD SJ 03/11/2015 W 15G0032A M9 M- , s MEMBER SIZE TABLE SPLICE BOLT TABLE NOTE:(2)DENOTES FRAME BRACE BOTH SIDES AT INTERIOR FRAMES THESE LOCATIONS ONLY. STARTING ENDING SPLICE BOLTS CLEAR TO F.F. PLATE SIZE ASSEMBLY OUTSIDE WEB WEB WEB WEB INSIDE USE(1)CLFB W/(6)#12 X 1 1/4 SDHH STRUCTURAL FASTENERS AT EACH FRAME BRACE LOCATION WHERE NAME FLANGE THICK LENGTH FLANGE A (16)3/4 X 2 3/4 A325T 19'-5 9/16 8"X 5/8 DEPTH DEPTH B (8)3/4 X 2 A325T 21-2 5/8 6"X 1/2 REQUIRED FOR LINER(SEE LP44AA&LP45AA) RC3 8"X 3/8 X 22'-9 7/32 19'-11 3/16 1'-0 2-2 8"X 3/8 X 19'-11 5/8 C (4)1/2 X 2 A325T 21'-9 7/16 6"X 3/8 5/16 2'-10 7/8 2'-2 2'-2 0 (10)3/4 X 2 A325T 22'-10 3/4 6"X 1/2 RR4 6"X 5/16 X 9'-4 15/16 1/4 9'-6 5/16 2-8 2-6 1/16 6"X 3/8 X 9'-6 5/16 E (10)3/4 X 2 3/4 A325T 24'-5 1/16 6"X 5/8 6"X 1/4 X 19'-11 11/16 3/16 19'-11 11/16 2-6 1/16 2'-2 6"X 5/16 X 19'-11 3/4 NOTE:PRETENSIONED BOLTS REQUIRED.REFER TO DETAIL MF91AP RI3 6"X 3/8 X 22'-2 15/16 3/16 22-3 7/16 1'-0 1'-0 6"X 3/8 X 22-3 7/16 ON SED-001 RR5 6"X 1/2 X 19'-11 11/16 7/32 19'-11 11/16 2-2 2'-2 6"X 1/2 X 19'-11 11/16 6"X 3/8 X 19.-11 11/16 3/16 19'-11 11/16 2'-2 2-2 6"X 5/16 X 19'-11 11/16 RR6 6"X 3/8 X 19'-11 11/16 3/16 20'-0 2'-2 2-2 6"X 3/8 X 19'-11 11/16 6"X 5/16 X 16'-7 3/16 3/16 16'-6 7/8 2'-2 2'-2 6"X 1/4 X 16'-61/16 RC4 6"X 1/4 X 27'-4 7/16 8GA 20'-0 1'-0 2-0 7/8 6"X 5/16 X 24'-11 1/8 8GA 4'-10 11/16 2-0 7/8 2-4 1/4 2'-5 3/4 2-4 2-4 NOTE:MEMBERS LIST FOR EACH ASSEMBLY ARE IN ORDER FROM LOWEST TO HIGHEST ELEVATION. 12 • 1/2 I 111'-1 1/8 36%8 -j -I30.-0 7/8 I 5'-2 3/4 29'-5 13/16 9'-11 9/16 20@5'-0 1_2@2.-11 3/16* FB-6 FB-6 FB-6 FB_6� FB-6� f FB-6 r N� 1 FB-7 FB-6 FB-6 I , ' FB-6 FB 5 I. (2)FB-7 • T- 1 1 I I I I CL-12 I. 1 RR6 o RR5 'd 111 I I RR4 0 o 0 0 FBL-3.7-h • Q IB-4 in o in n o v In r- N i11 N N 1r�M�a I I I I I I I I I I I N PR5(FL 1/2"X6) a m O PR6(FL 1/4"X6) 1 PR7(FL 5/16"X6) zo FB-2 (WEB 7/32X1'6 I- m O (WEB 3/16X1'2") (WEB 7/32X1'3") m o O FBL-2.3 ffi W p_ O X EZ �•, r) 9 W Li- C•) Q . O N iV a coN- < E') <<Q O W co `- LL In W W <l o ca O O U O w o U o U 0, I- 1- a oa N V m N D_' V) 11 11/20 I1'-03/4 1'-09/161 A1 1/2 2-41/4 f 23'-6 3!4 I 15-11 20'-11 (' 45'-815/16 -I 12.-6 1/16 C ) (D.8) (D) © (A) k 111-0 NOTE:ESI CONSTRUCTION TO VERIFY • ALL MEZZANINE BEAM CLEARANCES FRAME ID:W15G0032A.01A03/10/1513:35 ,,0t�tiJ PRo/c RIGID FRAME CROSS SECTION AT FL. 3 BLDG 1 `co v � � ` sd' THE REGISTERED PROFESSIONAL 86685P^ f Cr ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS IS EMPLOYED RY THEMANUFACTURERGb — AND DOES NOTSERVE AS OR REPRESENT THE PROJECT ENGINEER OF RECORD AND SHALL OREGON (1, NOT BE CONSIDERED AS SUCH. a JIBC DRAWING STATUS A .;,., COve/��.l o ry�,`O �`,�~ - 8500 SW SPRUCE FOR PERMITS ONLY N/ ZHSG J TIGARD,OR 97224 SOFTWARE VERSIONS DESIGN:MSA 43.0 BIM:20B AMERICAN BUILDINGS JOB NUMBER: SHEET: ESI CONSTRUCTION .*�•._ EXPIRES:6-3o-2015 , NO RELEASE/REVISION DWN:/CKD: ENGR DATE INO, RELEASE/REVISION DWN:/CKD: ENGR DATEW 15G0032A E-03 Ir1eM1� ' ` 1 REVISED PERMIT SET JR/ SJ 03/25/2015 0 PERMITS JD/JD SJ 03/11/2015{ " g MEMBER SIZE TABLE SPLICE BOLT TABLE NOTE:(2)DENOTES FRAME BRACE BOTH SIDES AT INTERIOR FRAMES THESE LOCATIONS ONLY. STARTING ENDING SPLICE BOLTS CLEAR TO F.F. PLATE SIZE ASSEMBLY OUTSIDE WEB WEB INSIDE NAME FLANGE THICK LENGTH WEB WEB FLANGE A (16)3/4 X 2 3/4 A325T 19'-5 9/16 8"X 5/8 USE(1)CLFB W/(6)#12 X 1 1/4 SDHH STRUCTURAL FASTENERS AT EACH FRAME BRACE LOCATION WHERE DEPTH DEPTH B (g)3/4 X 2 A325T 21'-2 5/8 6"X 1/2 REQUIRED FOR LINER(SEE LP44AA&LP45AA) RC7 8"X 3/8 X 22'-9 7/32 19'-11 3/16 1'-0 2-2 8"X 3/8 X 19'-11 5/8 5/16 2'-10 7/8 2'-2 2-2 C (4)1/2 X 2 A325T 21-9 7/16 6"X 3/8 D (10)3/4 X 2 A325T 22'-10 3/4 6"X 1/2 RR4 6"X 5/16 X 9'-4 15/16 1/4 9'-6 5/16 2-8 2-6 1/16 6"X 3/8 X 9'-6 5/16 E (10)3/4 X 2 3/4 A325T 24'-51/16 6"X 5/8 6"X 1/4 X 19'-11 11/16 3/16 19'-11 11/16 2-6 1/16 2-2 6"X 5/16 X 19'-11 3/4 NOTE:PRETENSIONED BOLTS REQUIRED.REFER TO DETAIL MF91AP RI3 6"X 3/8 X 22'-2 15/16 3/16 22-3 7/16 1'-0 1'-0 6"X 3/8 X 22-3 7/16 ON SED-001 RR5 6"X 1/2 X 19'-11 11/16 7/32 19'-11 11/16 2-2 2-2 6"X 1/2 X 19.-11 11/16 6"X 3/8 X 19'-11 11/16 3/16 19'-11 11/16 2-2 2'-2 6"X 5/16 X 19'-11 11/16 RR6 6"X 3/8 X 19'-11 11/16 3/16 20'-0 2-2 2-2 6"X 3/8 X 19'-11 11/16 6"X 5/16 X 16'-7 3/16 3/16 16'-6 7/8 2-2 2-2 6"X 1/4 X 16'-6 1/16 RC4 6"X 1/4 X 27'-4 7/16 8GA 20'-0 1'-0 2-0 7/8 6"X 5/16 X 24'-11 1/8 8GA 4'-10 11/16 2'-0 7/8 2-4 1/4 2-53/4 2-4 2-4 NOTE:MEMBERS LIST FOR EACH ASSEMBLY ARE IN ORDER FROM LOWEST TO HIGHEST ELEVATION. 12 1/2 I 111'-11/8 36'-8 -{ 30'-0 7/8 9'-11 9/16 I 5'-2 3/4 29'-513/16 20@5'-0 2@2'-11 3/16 FB-6 FB-6 FB-6 FB-6 f FB-6 f f f Q� 1 FB-7 FB-6 FB-6 FB-6 �f f -\f f �j • • FB-6 FB-5 �r �f f I I I. (2)FB-7 IS\ CL-12 . I. • • I RR6 .� I, ` RR5 0 4 v ® RR4 0 © in FBL-3.7 4. _. IB-4 q N OJ P;- LO o v 4 N CI 9 1 [ II I I I I I I I Ig I I I I I Ti I - I I I I I I • I I I 16 CV Cr:-, N PR11 (FL 5/16"X6) PR8(FL 5/16"X6) 0 PR13(FL5/16"X6) iv �� (WEB 7/32X1'3") D10 (WEB 7/32X1'3") 0 (WEB 7/32X1'3") o Fp O N FBL-2.3 Lh m 7 In o _o , O FB-2 DO LL Lh < N O LL J V "1• W 7 O - , g O � LL oU w "- a O v 4 a .- O0 a L' c 9 co II }l 1 rE, • �i 7J, , ..,_,.... .. 1• .. LL of .. ... 1 r 1 1 1 1 1/2 II 11'-0 3/4 1'-0 9/161 II 1 1/2 2'41/4 16'-63/4 20'-11 1 20'-11 45-8 15/16 2-6 1/16 O O ( D) © (A) k111'-0 - NOTE:ESI CONSTRUCTION TO VERIFY ALL MF77ANINE BEAM CLEARANCES FRAME ID:W15G0032A.01A 03/10/1513:35 E9 PROFS ' RIGID FRAME CROSS SECTION AT FL. 2 BLDG 1 \�, / I ss THE REGISTERED PROFESSIONAL tr 86685PE ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS IS EMPLOYEE 7 BY THE MANUFACTURER -p AND DOES NOT SERVE AS OR REPRESENT THE PROJECT ENGINEER OF RECORD AND SHALL OREGON A, NOT BE CONSIDERED AS SUCH. JIBC DRAWING STATUS: �� _,.,. Q ( }'/0 7-\) O /5 8500 SW SPRUCE FOR PERMITS ONLY ANG ZN�G� �� TIGARD,OR 97224 SOFTWARE VERSIONS DESIGN:MSA 43.0 BIM:20B AMERICAN BUILDINGS ESI CONSTRUCTION JOB NUMBER: SHEET: ,,,� ( EXPIRES:6-30-2015 ) NO RELEASE/REVISION DWN:/CKD: ENGR DATE INO RELEASE/REVISION DWN:/CKD: ENGR DATE 1 REVISED PERMIT SET JR/ SJ 03/25/20151 0 PERMITS JD/JD SJ 03/11/2015 W15G0032A E-04 McMI� 1 5 MEMBER SIZE TABLE SPLICE BOLT TABLE USE(1)CLFB W/(6)#12 X 1 1/4 SDHH STRUCTURAL FASTENERS AT EACH FRAME BRACE LOCATION WHERE STARTING ENDING SPLICE BOLTS CLEAR TO F.F. PLATE SIZE REQUIRED FOR LINER(SEE LP44AA&LP45AA) ASSEMBLY OUTSIDE WEB WEB WW EB EB INSIDE FLANGE A (16)3/4 X 2 A325T 20'-1 7/8 8"X 1/2 NAME FLANGE THICK LENGTH DEPTH DEPTH THIS FRAME MUST NOT BE ERECTED WITHOUT THE PIPE ANDOR GIRT STRUT MEMBERS.REFER TO THE B (8)3/4 X 2 A325T 21'-415/16 6"X 1/2 ENDWALL ELEVATION AT THIS FRAME LINE FOR ANY REQUIRED GIRTS. RC5 8"X 5/16 X 22'-91/16 7/32 19'-7 1/2 1'-0 1'-11 7/16 8"X 3/8 X 20'-7 3/4 C (4)1/2 X 2 A325T 21'-11 13/16 6"X 3/8 7/32 1,-0 1'-11 7/16 2'-0 D (8)3/4 X 2 A325T 23'-0 15/16 6"X 1/2 1/4 2-2 9/16 2-0 2-0 E (8)3/4 X 2 A325T 24'-7 3/8 6"X 1/2 RR8 6"X 1/4 X 29'-7 1/4 9'-8 5/16 2-0 2-0 6"X 1/4 X 9'-8 5/16 NOTE:PRETENSIONED BOLTS REQUIRED.REFER TO DETAIL 8GA 19'-11 11/16 2-0 7-0 6"X 1/4 X 19'-11 11/16 MF91AA ON SED-001 RR9 6"X 1/4 X 39'-11 7/16 8GA 9'-11 1/8 2-0 2-0 6"X 5/16 X 39'-11 7/16 3/16 20'-0 2-0 2'-0 3/16 10'-0 5/16 2-0 2-0 RI1 6"X 1/4 X 22'-5 3/4 3/16 22-5 9/16 11" 11" 6"X 1/4 X 22'-5 3/4 RR3 6"X 1/4 X 36-11 1/8 8GA 20'-0 2'-0 2-0 6"X 1/4 X 36-10 1/8 8GA 16-111/8 2-0 2-0 RC6 6"X 1/4 X 27'-41/2 8GA 20'-0 1-0 1'-9 9/16 6"X 1/4 X 25'-1 1/4 8GA 5'-1 1'-9 9/16 2-0 7/32 2-3 1/2 2-0 2-0 NOTE:MEMBERS LIST FOR EACH ASSEMBLY ARE IN ORDER FROM LOWEST TO HIGHEST ELEVATION. 12 H 112 I 111'-1 1/8 3T-01/8 H 40'-0 7/16 I , 5'-2 3/4 ,.i 29'-8 20@5'-0 h.2@2'-11 3/16 FBL-2.10 FBL-2.10 FBL-2.10 FBL-2.10 Ni r FBL-2.10 FBL-2.10 r FBL-2.10 FBL-2.10 FBL-2.10 FBL-2.10 FBL-2.10 , r FBL-2.10 FBL-2.10 _ in CL-12 RR3 F,J / C. * RR9 o v •. RR8 - 9 O O n O FB-3 O BRg 6 gRSb o in r O • ., CO- OCA N DO PR10(FL 1/4"X6) PR9(FL 1/4"X5) PR9(FL 1/4"X5) b (WEB 3/16X1'2") B 3/16X1'2")(WE N O_J (WEB 3/16X1'2")t FBL-2.3l = CO w -,� O M m \ aot` p 9 DOLL rQ n 0, Cr- pv O j -' O " LLaabU ry LL 0 X N- 0a F- O N _ m CC w w co b I rco r r 1 1/2JI 1'-011/16 • 1'-01/21 111 1/2 2-2 3/16 18'-813/16 -I- 20'-11 20'-11 24'-11/2 21'-111/2 _1 2'-2 O 0 (D) © ( B) (A) k111'-0 NOTE:ESI CONSTRUCTION TO VERIFY ALL MEZZANINE BEAM CLEARANCES FRAME ID:W15G0032A.01C 03/09/15 13:08 s.D PR Op \� IN S FRAME ID:W15G0032A.01 B 02/26/1515:44 [(�//� RIGID FRAME CROSS SECTION AT FL. 1 BLDG 1 THE REGISTEREDPROFESSIONA ry sss5PE ENGINEER WHOSE SEAL APPEARS 'i ON THESE DRAWINGS IS EMPLOYED .r-A BY THE MANUFACTURER AND DOES NOT SERV:AS OR REPRESENT THE PROJECT ENGINEER OF RECORD AND SHALL ✓ OREGON 1, NOT BE CONSIDERED AS SUCH. JIBC DRAWING STATUS: ....N G4. �� 8500 SW SPRUCE FOR PERMITS ONLY c°Nc �zH �Jo `�� �y TIGARD,OR 97224 SOFTWARE VERSIONS DESIGN:MSA 43.0 BIM:20B AMERICAN BUILDINGS JOB NUMBER: SHEET: ESI CONSTRUCTION ,..Nan. r EXPIRES:6-30-2015 NO RELEASE/REVISION _DWN:/CKD: ENGR DATE kl0 RELEASE/REVISION DWN:/CKD: ENGR DATEW 15G0032A E-05 r�eMA 1 REVISED PERMIT SET JR/ SJ 03/25/201510 PERMITS JD/JD _ SJ 03/11/2015+ MEMBER SIZE TABLE THIS FRAME MUST NOT BE ERECTED WITHOUT THE PIPE ANDOR GIRT STRUT MEMBERS.REFER TO THE STARTING ENDING ENDWALL ELEVATION AT THIS FRAME LINE FOR ANY REQUIRED GIRTS. ASSEMBLY OUTSIDE WEB WEB WEB WEB INSIDE NAME FLANGE THICK LENGTH DEPTH DEPTH FLANGE • CNP1 5"X 114X9-79/16 3/16 9'-7 1/2 1-3 3/16 1'-8 5"X 1/4 X 9'-7 1/2 RR2 6"X 1/4 X 39'-11 7/16 8GA 9'-11 1/8 2-0 2'-0 6"X 5/16 X 39'-11 7/16 3/16 20'-0 2'-0 2'-0 3/16 10'-0 5/16 7-0 2'-0 RR5 6"X 1/2 X 19'-11 11/16 7/32 19'-11 11/16 2'-2 2'-2 6"X 1/2 X 19'-11 11/16 6"X 3/8 X 19'-11 11/16 3/16 19'-11 11/16 2'-2 2'-2 6"X 5/16 X 19'-11 11/16 RR9 6"X 1/4 X 39'-11 7/16 8GA 9'-11 1/8 2'-0 2'-0 6"X 5/16 X 39'-11 7/16 3/16 20'-0 2'-0 2'-0 3/16 10'-0 5/16 2-0 2'-0 CNP3 5"X 1/4X7'-79/16 3/16 7'-71/2 1'-43/16 1'-8 5"X 1/4X7'-71/2 NOTE:MEMBERS LIST FOR EACH ASSEMBLY ARE IN ORDER FROM LOWEST TO HIGHEST ELEVATION. , 11 12 12 1/2 10'-01/8 —) ------1 1/2 8'-0 1/16 9'-8 3/8 7'-8 5/1� 1.2'-11 1/1612'-11 1/16 T-2 ± 11.-0 CNP1 CNP3 I MZB3(W12X14) ___MZB4(W12X14) _MZW-1 (W12X26) ; _ . _ , / FB 1 TNBKL9TNBKL9 -�� FBL-2.3 FBL-2.3 • (8)3/4 X 2 A325T(TYP.) o FBL-2.3 O BRCP9\ '/BRCP9 (8)3/4 X 2 A325T(TYP.) Q 0 SD co m co Lq (y � m N N N CV N Ce �i Q N V- XO (V n. cr., Q X N K V w o 3 0 0 e`/ >. w U \gg' 4 . —BRCP9 _ �7 BRCP9— r 5 1/2I I 19'-6 1/2 20'-0 19'-6 1/2 1 I- 1/2 1/2 (4) 3� CD 0 10'-0 8,0 CANOPY 60'-0 CANOPY FRAME ID:W1500032A.01C 03/09/1513:08 8' CANOPY CROSS SECTION (TYPICAL) FRAME ID:W15G0032A.01 B 02/26/1515:44 10' CANOPY CROSS SECTION (TYPICAL) FRAME ID:W15G0032A.01A 03/10/1513:35 MEZZANINE CROSS SECTION AT FL. C BLDG 1 `„gyp PRRO,,c THE REGISTERED PROFESSIONAL e6685PE MI ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS IS EMPLOYED . BY THE MANUFACTURER _.._-.- AND DOES NOT SERVE AS OR REPRESENT THE PROJECT ENGINEER OF RECORD AND SHALL v OREGON cl, NOT BE CONSIDERED AS SUCH. JIBC DRAWING STATUS: On Y/0 2°�o 8500 SW SPRUCE FOR PERMITS ONLY � � ZH�G`�-4.1/7 )^ • TIGARD,OR 97224 SOFTWARE VERSIONS DESIGN:MSA 43.0 BIM:20B A dERK N BUILDINGS JOB NUMBER: SHEET: • ESI CONSTRUCTION m.,,,,,,„, EXPIRES:6-30-2015 , DV VN:RELEASE/REVISION DN:/CKD: ENGR DATE 'NO RELEASE/REVISION DWN:/CKD: ENGR DATE i W 15G0032A E-06 Me 1 REVISED PERMIT SET JR/ SJ __03/25/20151 0 PERMITS JD/JD SJ _03/11/2015 P K«z Z 0 RA 5 Co m 0 m m c co mm 111'-0 T 0 co cn D 0 z 20'-11 I 20'-11 20'-11 I 24'-11/2 I 24'-1112 O r U1 N n I Am m cn NODNW - ° v Nv N c mi`m� X cccc m N Z Z^ o O o4-o-- m 7 m N m11 • ` / ` — /-` — — / I Zln / v • m • 5 N Fn 0 m O O m�m9' N //v� CO �\/�,• LA •\ //�,q •\ /N./'C') O \ /5:b m m 00`-'D / ?.;;;,\ S,N /// ��s�\ /// �'6; /�/ e��\` Co /// e�6‘,.\\� X // \� / / N2 / `N / 2` O =i TZ -0 r T �--- / w N m � O C' `' D LTi D D \N./ �,,/• / N-1 m 0r. zs ti co Z7 NvN C mi'm� -1 m N m N In CECC z Z Z mzmZ m 0-04-- ro rr m 0 co N 0 k 20-11 I 20'-11 I 20'-11 I 24'-11/2 I" 24'-11/2 `0 Tn O 0 O ° sz k v D ° 111'-0 m 1n z O A 0 Wo D o m 0 cm r m d co ,_ N p W -D O�O 0 ,D m 0 p N 111'-1 1/8 �I X z C NX p p A N 0 Z r° c wm mC13 0 v.-4 m CNi�° V7a> -I I- (1)i Z b 0 z N•u DI 0 OC S3R24-1(36-10 3/8) -II- -S3R24-3(40'-6) }{ S3P24-2(34'-8 3/4) m"�C S3R24-2(31'-10 3/8) II S3R24-3(40'-6) II S3P24-1(39'-8 3/4) 0 v Z S3R24-1(36'-10 3/8) II S3R24-3(40'-6) 11 S3P24-2(34'-8 3/4) Cl, O S3R24-2(31'-10 3/8) II S3R24-3(40'-6) II S3P24-1(39'-8 3/4) C 55 S3R24-1(36'-10 3/8) f f S3R24-3(40'-6) 11 S3P24-2(34'-8 3/4) m O 0 S3R24-2(31'-10 3/8) II S3R24-3(40'-6) ll S3P24-1(39'-8 3/4) 0 T S3R24-1(36'-10 3/8) II S3R24-3(40'-6) I[ S3P24-2(34'-8 3/4) m S3R24-2(31'-10 3/8) II S3R24-3(40'-6) II S3P24-1(39'-8 3/4) O Cn S3R24-1(36'-10 3/8) II S3R24-3(40'-6) II S3P24-2(34'-8 3/4) O I 0 S3R24-2(31'-10 3/8) II S3R24-3(40'-6) 11 S3P24-1(39'-8 3/4) z m = m S3R24-1(36'-10 3/8) II S3R24-3(40'-6) II S3P24-2(34'-8 3/4) m '""I m m cn S3R24-2(31'-10 3/8) II S3R24-3(40'-6) 11 S3P24-1(39'-8 3/4) m 13 S3R24-1(36-10 3/8) II S3R24-3(40'-6) 11 S3P24-2(34'-8 3/4) Z Z z z S3R24-2(31'-10 3/8) Il S3R24-3(40'-6) I I S3P24-1(39'-8 3/4) 0 0 0 0 Z m S3R24-1(36'-10 3/8) II S3R24-3(40'-6) C o Np - v p �� S3P24-21( (34'-8 3/4) Z 0 -0 m b S3R24-2(31'-10 3/8) II S3R24-3(40'-6) II S3P24-1(39'-B 3/4) .11 o S3R24-1(36'-10 3/8) II S3R24-3(40'-6) z C n �z n II S3P24-2(34'-8 3/4) c A z S3R24-2(31'-10 3/8) II S3R24-3 40'-6) m O S3R24 1(36'-10 3/8) ( II S3P24-1(39'-8 3/4) m A < Z z 11 S3R24-3(40'-6) 11 S3P24-2(34'-8 3/4) 0, A IIID CO Dr S3R24-2(31'-10 3/8) II S3R24-3(40'-6) S3P24-1{39-8 3/4) m S3R24-1(36-10 3/8) II S3R24-3(40'-6) 11 S3P24-2(34'-8 3/4)ON �m r'p W 0 S3R24-2(31'-10 3/8) II S3R24-3(40'-6) II S3P24-1(39'-8 3/4) ' S3R24-1(36'-10 3/8) II S3R24-3(40'-6) D o3R24-2(31'-10 3/8) II S3P24-2(34'-8 3/4) m Cl)( II S3R24-3(40'-6) 11 S3P24-1(39'-8 3/4) F-m C m__ N S3R24-1(36'-10 3/8) II S3R24-3(40'-6) II S3P24-2(34'-8 3/4) x 0 m cp� 0S3R24 2(31'-10 3/8) II S3R24-3(40'-6) 11 S3P24-1(39'-8 3/4) 0 ri D O c Z S3R24-1(36'-10 3/8) II S3R24-3(40'-6) II S3P24-2(34'-8 3/4) m Z ^O M m S3 24-2 S3R2431{36'-10 3/8) II S3R24-3 S3R24 3 40'-6 II S3P24-1(39'-8 3/4) Z O C 8 < 0 M b ( ) II S3P24-2(34'-8 3/4) m-I C o N v W I /71 S3R24-2(31'-10 3/8) II S3R24-3(40'-6) II S3P24-1(39'-8 3/4) r•m m v m S3R24-1(36'-10 3/8)- 1+ S3R24-3(40'-6) I+ S3P24-2(34'-8 3/4) 0 m D 0 NI co 0 S X°mco 1 n Z (i) k 31'-7 3/8 15'-0 1. 35'-0 1 5'-0 j I 34'-5 3/4 .I 0 N m m Egg F42 C rO> .M a Rgi 1i1g'i ? O�� � � .pr- D A90 mi -a z o 0a °z CA X 0 N M 0 m1-S. C 0 r m 00 z FG' Z`/) F /0 Z O= P p� 0 v 2 � � _o mz m y Z v, =o G7 _ 13 01 Z r Zz rg rn cn J �J 4 ERECTION NOTE!!! FIELD SLOT GIRTS AS REQUIRED FOR DIAGONAL BRACING. THIS ENDWALL FRAME MUST NOT BE ERECTED WITHOUT THE CROSS BRACING.REFER TO THE FRAME CROSS SECTION AT THIS FRAME LINE FOR THE REQUIRED CROSS BRACING. A I L\V 111RR3N N.- .n a ---�. RR2 80213 15 ` _,. RR1 o111 N N N 'N N N r CO co to co ` U co N U 0io 111.80213 16 _ 80213 11 80213 11 ---, io '<' Y 80C147 v 80C14680C148 yo Ln n n mU co co CO to VV o a U o o- Co Co Co Co v 80C12-2 80C12-2 - 80C12-7n N vv 80Z16-2 80Z16-2 v CD 80Z16-3N N Y- I---..,_-. CD 0 PR3 CO - PR3 U PR2 in CO r, I 81 80C12-6 81 80C12-5 GC Co co Co m (V I 80Z13-12 U 80213-7 0 r 'r v N U u) u) u) .4- U U U U 80Z13-1 rW � m BUILDER TO CONFIRM n coEl 80Z13-2 LO Co Co CoENING LOCATION AND SIZE U CoY� Cov Cov CoU N (OPEN TO CANOPY) re co 0 0 0 Ll w • I t W U 80C13-5(U.N.) 80Z13-18(U.N.) 80Z13-17(U.N.) 80Z13-5(U.N.) 80Z13-8(U.N.) (1)REQUIRED (5)REQUIRED (2)REQUIRED (2)REQUIRED (1)REQUIRED • 1'-9 12'4 I 6-10 �I'-t 29'-0 I 11'-10 kV-9I_ 24'-0 I -I- 16-1 f 24'-1 1/2 24'-1 1/2 120'-11 20'-11 20'-11 (A ) (B) © (D) CD E 1_ 111'-o SHORTENED MARKS FRAMED OPENING TABLE SHOWN ACTUAL PLANE ID:1002 MARK WIDTH HEIGHT SILL HEIGHT TYPE Cl Cz 60C16-11ENDWALL FRAMING ELEVATION AT LINE 4 BLDG 1 1 12'-4 a'o 14'-0 2 24'-0 10'-0 C3 60C16-2 3 - 6-0 7-0 PERSONNEL DOOR C4 60C16-5 4 29'-0 4'-0 14'-0 C5 60C16-6 C6 60C16-7 C7 60C16-8 C8 60C16-9 S1 CBA-6.8 1/8 S2 CBA430 S3 CBA436 S4 CBA440 S5 CBA450 THE REGISTERED PROFESSIONAL N 8..;5 PE ENGINEER WHOSE SEAL APPEARS - ON THESE DRAWINGS IS EMPLOYED \ BY THE MANUFACNR AND DOES NOT SERVE ASER OR REPRESENT THE PROJECT ENGINEER OF RECORD AND SHALL ` OREGON 1, NOT BE CONSIDERED AS SUCH. • JIBC DRAWING STATUS: _., 0 �"10 2� - 8500 SW SPRUCE FOR PERMITS ONLY -` 'VG zH+G`� -,,-')-'.3 TIGARD,OR 97224 SOFTWARE VERSIONS DESIGN:MSA 43.0 BIM:20B MEXICAN BUILDINGS ,. JOB NUMBER: SHEET: ESI CONSTRUCTION .F..,�a...�« EXPIRES:6-30-2015 , NO RELEASE/REVISION DWN:/CKD: ENGR DATEO RELEASE/REVISION DWN:/CKD: ENGR DATE W 15G0032A E-08 MaMA 1 REVISED PERMIT SET JR/ SJ 03/25/201510 PERMITS JD/JD SJ 03/11/20151 L E G SHEETING PACKAGE:SP1007 ERECTION NOTE!!! MARK LENGTH QTY MARK LENGTH QTY MARK LENGTH QTY MARK LENGTH QTY MARK LENGTH QTY MARK _ LENGTH QTY MARK LENGTH QTY ALL WALL PANELS MUST BE FASTENED TO ALL GIRTS(PARTIAL BAY OR FULL BAY)ACCORDING TO THE A3P26-16 6-0 10 A3P26-25 26-107/16 1 A3P26-74 25'-87/16 1 A3P26-69 12'-41/4 1 A3P26-65 11'-10 1/4 1 A3P26-61 11'-41/4 1 A3P26-56 23'-57/16 1 REQUIRED FASTENER LAYOUT DETAILS. A3P26-21 27'-4 7/16 1 A3P26-26 26-8 15/16 1 A3P26-73 25'-615/16 _ 1 A3P26-68 12'-2 3/4 1 A3P26-64 11'-8 3/4 _ 1 A3P26-60 11'-2 3/4 1 A3P26-55 23'-3 15/16 1 • A3P26-22 27-2 15/16 1 A3P26-1 16'-0 9 A3P26-72 12'-8 3/4 1 A3P26-67 12'-1 1/4 1 A3P26-63 11'-7 1/4 1 A3P26-59 11,-1 1/4 1 A3P26-2 5'-0 8 ERECTION NOTE!!! FIELD WORK PANELS AS REQUIRED A3P26-23 27'-17/16 1 A3P26-76 25'-117/16 1 A3P26-71 1z'-71/4 1 A3P26-66 11'-11 3/4 1 A3P26-62 11'-53/4 1 A3P26-58 10'-113/4 1 A3P26-24 26-11 15/16 1 A3P26-75 25'-915/16 1 A3P26-70 12'-5 3/4 1 A3P26-4 47'-10 2 A3P26-3 23'-10 3 A3P26-57 23'-615/16 1 i I - A3P26-16(SLGY) A3P26-16(SLGY) A3P26-1 (SLGY) - - -- - m�� 0zCO=zC7 �,� -------- _ --J A3P2616(SLGY) A3P26-1 (SLGY) 7 co D co co D D D co D > > > j j j m mm� - - ---- m n v y w m up En > > > C7 (� A3P262(SLGY) 4 OJ UJ (O co co cn c0 c0 r n O f0 tD tD N — (SLGY) A3P261 (SLGY) a Q Q a co Q Q Doi r�i a a a a a a a E� �r� E� A3P262(SLGY) A3P2616 SLGY a ° a a a a E•' N co co co ch co co co co 5 5 '° Q Q Q Q Q Q Q-__.2___.Q-_-.Q.---� CV N N a. A3P2616(SLGY) A3P26-1 (SLGY) 1 I I j ¢I Q 2m m C7 m 1 I A3P26-2(SLGY) N D 7 D D D D I U) - - En - rn i I 1 A3P26-16(SLGY) N N N cn co A3P26-1 (SLGY) N co N m m Cil A3P26-2(SLGY) a a d N N N A3P26-16(SLGY) < a a Q ¢ Q A3P26-1 (SLGY) A3P264(SLGY) N A3P26-4(SLGY) A3P26-2(SLGY) A3P26-16(SLGY) A3P26-1 (SLGY) co r A3P26-3(SLGY) A3P26-2(SLGY) 1 i EN A3P26-16(SLGY) A3P26-1 (SLGY) 0 I A3P26-3(SLGY) A3P26-2(SLGY) r3i A3P26-16(SLGY) A3P26-1 (SLGY) A3P26-3(SLGY) A3P26 (SLGY) k1- 47-10 6-2 6-0 18'-0 I 16-0 f 66-0 _I 5.0 (A) O I 1- ,1,'-0 FRAMED OPENING TABLE MARK WIDTH HEIGHT TYPE TRIM PLANE ID:1002 1 1Z-4 4'-0 SHEETING PACKAGE:SP1054(SLGY),SP1053(SUBG),SP1007(SLGY),SP1051(SUBG),SP1052(SLGY), D • 2 24'-0 10,-0 SP1055(SLGY) SHEETING DIRECTION 3 6-0 7-0 PERSONNEL DOOR PR 4 zs'-o a'-o S SD O `9 b 2 ENDWALL SHEETING ELEVATION AT LINE 4 BLDG 1 s'.:85PE 0 THE REGISTERED PROFESSIONAL ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS IS EMPLOYED BY THE MANUFACTURER ,„ AND DOES NOT SERVE AS OR REPRESENT THE PROJECT ENGINEER OF RECORD AND SHALL OREGON (1 NOT RE CONSIDERED AS SUCH. Y • DRAWING STATUS: �4 O JIBC FOR PERMITS ONLY - � 0oA��r 10 2 pyo , 8500 SSPRUCE 'Y�j Z N`G `/ 8500W TIGARD,OR 97224 SOFTWARE VERSIONS DESIGN:MSA 43.0 BIM:206 SCAN BUILDINGS JOB NUMBER: SHEET: ESI CONSTRUCTION c•+It.�R>. , EXPIRES:6-30-2015 NO RELEASE/REVISION DWN:/CKD: ENGR DATEO RELEASE/REVISION DV VN:/CKD: ENGR DATE 1 REVISED PERMIT SET JR/ SJ 03/25/20150 PERMITS JD/JD _ SJ 03/11/20151 W 15G0032A E-09 V - N.��+�.- ERECTION NOTE!!! FIELD SLOT GIRTS AS REQUIRED FOR DIAGONAL BRACING. THIS ENDWALL FRAME MUST NOT BE ERECTED WITHOUT THE CROSS BRACING.REFER TO THE FRAME CROSS SECTION AT THIS FRAME LINE FOR THE REQUIRED CROSS BRACING. I BUILDER TO CONFIRM BRACING GOING THROUGH F.O.I r r r RR3 r r I r v rRR9 I r C r r RR8 r r r t t o, 80213 18 80Z13-13 AmkteP in Fcnn N N ai 80Z13-9 ` 80Z13-11g� 80Z13-11 80Z13-18 80Z13-14 80C14-5_. -- 80C14-3 o :4I: - Yv Y v v N. v v v v ci -�-- V ® .6 Co Co Co Co Co CO 0 W ` W 0N OO N o 802162 = 80Z16-2 80C13-13 -.-----,--d o PR10 PR9 PR9 [V In En (n !n fn fn (n T • u 80C13-9 r---, r-_--I �- N N -- L. v O '� Z. Li o co Co Co Co Co cn 0 0 . t El — 80(13 6 — —.— o J SOC13 11 x W U W U U U LO ci' U W U U I r , — W • CC80C13-8(U.N.) 80C13-14(U.N.) 80C13-14(U.N.) 80C13-10 U.N.) 80C13-12(U.N.) (1)REQUIRED (3)REQUIRED (3)REQUIRED (3)REQUIRED (1)REQUIRED 1'-2I 1_ 9.-0 10'-9 H 1'-0 I 12'-0 7'-11 _I1'-q 18'-11 3/8 _I 111 5/8 20'-11 20'-11 1 20'-11 -1 24'-1 1/2 -I 24'-1 1/2 CD 0 ( D) © ( B ) k 111-0 CA) SHORTENED MARKS FRAMED OPENING TABLE SHOWN ACTUAL MARK WIDTH HEIGHT SILL HEIGHT TYPE Cl 60(16 9 PLANE ID:1003 1 3'-0 7-0 PERSONNEL DOOR S1 CBA-6.8 1/8 2 12'-0 4'-0 14'-0 S2 CBA430 S3 CBA440 3 9'-0 4'-0 3'-6 S4 CBA450 4 18'-113/8 4'-0 14'-0 ENDWALL FRAMING ELEVATION AT LINE 1 BLDG 1 Sd, qt,THE REGISTERED PROFESSIONAL /y. :6685PE ENGINEER WHOSE SEAL APPEARS ,i ON THESE DRAWINGS IS EMPLOYED BY THE MANUFACTURER • AND DOES NOT SERVE AS OR REPRESENT THE PROJECT ENGINEER OF RECORD AND SHALL ✓ OREGON v _ NOT BE CONSIDERED AS SUCH. • JIB( DRAWING STATUS: •_ c�4 Y 2c�e -,f.S - 8500 SW SPRUCE FOR PERMITS ONLY _ 0� 1ZH.}G\ .'� TIGARD,OR 97224 SOFTWARE VERSIONS DESIGN:MSA 43.0 BIM:208 AMERICAN BUILDINGS ESI CONSTRUCTION JOB NUMBER: SHEET: .,.E,,,�„F,,.,TU ( EXPIRES:6-30-2015 NO REVISED PERMIT SET REVISION DWN:R/CKD: ENGR R 03/45/20150 PERMITS RELEASE/REVISION DD;CDKD: ENGR 03/11/20151DA W 15G0032A E-1 0 MB A d ' 1 SHEETING PACKAGE:SP1056 ERECTION NOTE!!! MARK LENGTH QTY MARK LENGTH QTY MARK LENGTH QTY MARK LENGTH QTY ALL WALL PANELS MUST BE FASTENED TO ALL GIRTS(PARTIAL BAY OR FULL BAY)ACCORDING TO THE A3P26-5 4'-0 8 A3P26-47 11'-5 1/4 1 A3P26-40 12-3 3/4 1 A3P26-1 16'-0 9 REQUIRED FASTENER LAYOUT DETAILS. A3P26-54 23'-3 7/16 1 A3P26-46 11'-6 3/4 1 A3P26-39 12'-51/4 1 A3P26-32 26'-8 7/16 1 ' A3P26-53 23'-4 15/16 1 A3P26-45 11'-8 1/4 1 A3P26-38 12'-6 3/4 1 A3P26-31 26'-9 15/16 1 ERECTION NOTE!!! FIELD WORK PANELS AS REQUIRED A3P26-52 23'-6 7/16 1 A3P26-44 11'-9 3/4 1 A3P26-37 12'-8 1/4 1 A3P26-30 26'-11 7/16 1 A3P26-51 23'-7 15/16 1 A3P26-43 11'-11 1/4 1 A3P26-36 12-9 3/4 1 A3P26-29 27-0 15/16 1 A3P26-50 23'-9 7/16 1 A3P26-42 12'-0 3/4 1 A3P26-35 25-7 15/16 1 A3P26-28 27-2 7/16 1 A3P26-49 23'-10 15/16 1 A3P26-7 41-10 5 A3P26-34 25-9 7/16 1 A3P26-22 27'-2 15/16 1 A3P26-48 11'-33/4 1 A3P26-41 12'-21/4 1 A3P26-33 25-10 15/16 1 A3P26-6 9'-0 10 �_ __ A3P26 6(SLGY) _ , . -_ A3P26-1(SLGY) A3P26-6(SLGY) I_ �; CD m m m m m m m m mco m 03 03 A3P26-5(SLGY) m m D D D > > > > m m En com En coco m rn co m m rn A3P26-1(SLGY) U) m N O rn CO.- m an v m ( ) A3P26-6(SLGY) m n °si.D '° v v 6 6 co co to m 6 A3P26-5(SLGY) (� (� (3 () I (� J_ _ L__ L _LI m m m> > > ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ` ¢ ¢ A3P26-1(SLGY) A3P26-6(SLGY) A3P26 5 SLGY n In In A3P26-1(SLGY) A3P26-6(SLGY) ( ) a a a a a a m m m m m VI I m m m m m m A3P26-5(SLGY) ---- ---- I CD U) D � N o A3P26-1(SLGY) Ly ' o rn m n A3P26-6(SLGY) (h <h fh N N N A3P267(SLGY) a a a a 0_ O- N A3P26 5(SLGY) A3P26 7(SLGY) N N cmm co l r 0, CO el A3P26-1(SLGY) Q Q < < < ¢ A3P26-6(SLGY) A3P26-5(SLGY) A3P26-7(SLGY) , �_ i A3P26-1(SLGY) A3P26-6(SLGY) 1 3 A3P26-5(SLGY) A3P26-7(SLGY) - I I A3P26-1 SLGY ' Ni L ( ) A3P26-6(SLGY) A3P26-5(SLGY) A3P26-7(SLGY) A3P26-1(SLGY)( ) A3P26-6(SLGY) E 4-016-11 41'-10 — 7'-3 16'-0 16'-0 9'0 O (A) k 11x-0 FRAMED OPENING TABLE MARK WIDTH HEIGHT TYPE TRIM 1 3'-0 7'-0 PERSONNEL DOOR PLANE ID:1003 2 12'-0 4'-0 > SHEETING PACKAGE:SP1056(SLGY),SP1057(SUBG),SP1059(SUBG),SP1058(SLGY),SP1060(SLGY), 3 9'-0 4'-0 SP1061 SLGY 4 18'-11 3/8 4'-0 SHEETING DIRECTION ( ) ENDWALL SHEETING ELEVATION AT LINE 1 BLDG 1 v PR op, THE REGISTERED PROFESSIONAL N •�8177.,i9% PE r" ENGINEER WHOSE SEAL APPEARS �l -\ ON THESE DRAWINGS IS EMPLOYED BY THE MANUFACTURER \) AND DOES NOT SERVE AS OR REPRESENT THE PROJECT ENGINEER OF RECORD MID SHALL ,_ OREGON a, NOT BE CONSIDERED AS SUCH. r MSG DRAWING STATUS: F CC.l.'O rLQ /S 8500SWSPRUCE FOR PERMITS ONLY oNG ZH'�GJ ,.., J TIGARD,OR 97224 SOFTWARE VERSIONS DESIGN:MSA 43.0 BIM:20B AMERICAN BUILDINGS ESI CONSTRUCTION JOB NUMBER: SHEET: ( EXPIRES:6-30-2015 j NO RELEASE/REVISION DWN:/CKD: ENGR DATEO RELEASE/REVISION DN:/CKD: ENGR DATE ...+.'...+.'...+..... 1 REVISED PERMIT SET JR/ _ SJ 03/25/20151 W0 PERMITS JD/JD SJ 03/11/2015 W15G0032A E-11 MBU - ` 1 . MEMBER SIZE TABLE SPLICE BOLT TABLE FRAMED OPENING TABLE SHORTENED MARKS ASSEMBLY OUTSIDE WEB WEB STARTING ENDING INSIDE SPLICE BOLTS CLEAR TO F.F. PLATE SIZE MARK WIDTH HEIGHT SILL HEIGHT TYPE SHOWN ACTUAL NAME FLANGE THICK LENGTH WEB WEB FLANGE A (12)3/4 X 2 3/4 A325T 19'-1 1/2 8"X 3/4 1 7'-4 4'-0 3'-6 Cl 60C16-1 DEPTH DEPTH B (14)1 X 3 1/4 A325T 19'-0 1/4 8"X 3/4 2 7'-4 4'-0 14'-0 C2 60C16-10 • PC1 8"X 5/8 X 22'-01/8 3/8 19'-4 10 3/4 1'-4 3/4 8"X 5/8 X 19'-7 C (4)1/2 X 2 A325T 11'-1 5/16 5"X 1/2 3 17'-0 4'-0 3'-6 C3 60C16-3 3/8 3'-2 1/8 1'-4 3/4 1'-4 3/4 D (4)1/2 X 2 A325T 21'-5 5/8 5"X 1/2 4 17'-0 4'-0 14'-0 C4 60C16-4 PR1 8"X 1/2 X 15'-0 3/8 1/4 15'-0 3/8 2'-8 2-8 8"X 1/2 X 15'-0 3/8 E (8) 3/4 X 2 3/4 A325T 10'-11 1/2 6"X 1/2 C5 60C16-9 PC2 8"X 5/8 X 22'-6 3/8 19'-4 2'-2 2-2 8"X 5/8 X 19'-5 3/4 F (14) 1/2 X 1 1/4 A325T 6" 6"X 3/8 3/8 3'-2 2'-2 2'-2 G (14) 1/2 X 2 A325T 1/2" 8"X 5/8 NOTE:MEMBERS LIST FOR EACH ASSEMBLY ARE IN ORDER FROM LOWEST TO HIGHEST ELEVATION. NOTE:PRETENSIONED BOLTS REQUIRED.REFER TO DETAIL MF91AA ON SED-001 NOTE:SPLICE"F"IS WIND COLUMN FLANGE TO COLUMN WEB, SPLICE"G"IS PORTAL COLUMN FLANGE TO COLUMN WEB ESPR- ESPR A B 1 BSOS4 1 1680S4-2 1680S4-3 777111lit RC1- -PR1 0 v CO 0o FBL-1.11 It O 80Z13-4 L_w__/ 80Z13-10 80213-6 �t=,_) U U 80C16-3 80C13-7 80C16-3 FBL-3.0 3/4 o co (.7. m u; ui m U 11 U U 0 0 0 0 0 0 0 m m m m m m 1 DC7 - - I CSI ILo, o q g MZB2(W12X26) MZB9(W12X14) (W12X26) N m ' II . ED CNP2 © O SOFFIT PANEL - J } -(BUILDER TO VERIFY 80C132 80C13-1 80C13-3 Lo o z CANOPY SOFFIT LOCATION) U� w J 6' co C? Z Z N N N n m N N N CO U o � U oU m m co u5 oO m ° ❑ n U U v 1❑ U v ❑3CD 0 U 1 c� o 03 8 03 w 1- U N U U 5 5 d 5 d I r I r r• I r1 a • °1 _ . • • • -6 a1 80C12-1(U.N.) 80C12-4(U.N.) 80C12-3(U.N.) (2)REQUIRED (2)REQUIRED (2)REQUIRED _ 10'-8 1/2 -I 7'-4 _11'-6 11'-6 I 17'-0 1 1-6 I 2'-6 _I- 7'-4 I 9'-8 1/2 51/21 I 19'-6112 20'-0 1_ 19'-61/2 , 1 51/2 (4) CANOPY I 60'-0 PLANE ID:1000 -j SIDEWALL FRAMING ELEVATION AT LINE F BLDG 1 S THE REGISTERED PROFESSIONAL ct 85" % r\ ENGINEER WHOSE SEAL APPEARS , ON THESE DRAWINGS IS EMPLOYED• .c'f BY THE MANUFACTURER AND DOES NOT SERVE AS - OR REPRESENT THE PROJECT ENGINEER Of RECORD AND SHALL ✓✓ OREGON qN., NOT 0E CONSIDERED AS SUCH. DRAWING STATUS: Q Y 10 2'‘)� • JIBC 8500SWSPRUCE FOR PERMITS ONLY . oN� z , GJ .--0, 15 TIGARD,OR 97224 SOFTWARE VERSIONS DESIGN:MSA 43.0 BIM:20B AMERICAN BUILDINGS JOB NUMBER: SHEET: ESI CONSTRUCTION R* EXPIRES:6-30-2015 3 NO RELEASE/REVISION DWN:/CKD: ENGR DATE O, RELEASE/REVISION DWN:/CKD: ENGR DATE W 15G 0032A E-12 A 1 REVISED PERMIT SET JR/ SJ 03/25/20150 PERMITS JD/JD SJ 03/11/2015 ,Tz SHEETING PACKAGE:SP1005 ERECTION NOTE!!! MARK LENGTH QTY ALL WALL PANELS MUST BE FASTENED TO ALL GIRTS(PARTIAL BAY OR FULL BAY)ACCORDING TO THE REQUIRED FASTENER LAYOUT DETAILS. A3P26-17 8'-0 16 A3P26-20 23'-0 15 ERECTION NOTE!!! FIELD WORK PANELS AS REQUIRED 4 A3P26-17(SLGY) A3P26-17(SLGY) A3P26-17(SLGY) A3P26-17(SLGY) 1 — A3P26-17(SLGY) A3P26-17(SLGY) Il ❑21❑ L _ ____ ___ _ L___ A3P26-17(SLGY) _ _ _ A3P26-17(SLGY) (0 c: (0 0 (1 0 (7 E C7 (0 (. (7 (0 (0 m m m m m m m m m m m m m co CO 0 7 D 7 D D D D D D D D D D D 7 — — in c0 u) rn CO c0 ,CO _ w Fn CO COCA CA CA CA _ 0 o o 0 0 0 0 0 0 0 0 0 0 0 o A3P2617(SLGY) A3P26-17(SLGY) N o o N N N N N N N N N N N N m co m m m m m m m m co co co co m NN N N N N N N N N N N N N N a a a a a a a a a a a a a a a c0 r) r) co co co e) co c7 c•-) r) co co c) -- a a a a a a a a a a a a a a a — A3P26-17(SLGY) 1 A3P26-17(SLGY) ❑1 1❑ A3P26-17(SLGY) A3P26-17(SLGY) L _ ____ _ L___ A3P26-17(SLGY) A3P26-17(SLGY) k 8 44-0 80 •1 (4) O I- 600 FRAMED OPENING TABLE - I PLANE ID:1000 MARK WIDTH HEIGHT TYPE TRIM ._ 1 7'-4 _ 4'-0 D SHEETING PACKAGE:SP1050(SLGY),SP1049(SUBG),SP1005(SLGY) 2 17'-0 4'-0 SHEETING DIRECTION V PRO,cF6' SIDEWALL SHEETING ELEVATION AT LINE F BLDG 1 ��[(\„ G THE REGISTERED PROFESSIONAL ry 8 E SSPE ENGINEER WHOSE SEAL APPEARS Cl ��r ON THESE DRAWINGS IS EMPLOYED • BY THE MANUFACTURER AND DOES NOT SERVE AS ORREPRESENT ECORDPROJECT ND ✓ OREGON V ENGINEER OF RECORD AND SHALL N. NOT BE CONSIDERED AS SUCH. • JIBC DRAWING STATUS- _,- G'�� f 0 2�s3(3' Z�. 1 S 8500SWSPRUCE FOR PERMITS ONLY .. NG ZH\G TIGARD,OR 97224 SOFTWARE VERSIONS DESIGN:MSA 43.0 BIM:20B RICAN BUILDINGS ES!CONSTRUCTION JOB NUMBER: SHEET: .,,uceN,. EXPIRES:6-30-2015 NO RELEASE/REVISION DWN:/CKD: ENGR DATEO RELEASE/REVISION DN:/CKD: ENGR DATE -"-^�• 1 REVISED PERMIT SET JR/ SJ 03/25/20151DV VN: PERMITS - JD/JD SJ 03/11/2015 W15G0032A E-13 BIMii rv .P ERECTION NOTE!!! FIELD SLOT GIRTS AS REQUIRED FOR DIAGONAL BRACING. • ESPRH— EFB53R-3.10 EFB53L-3.107 -3.10 EFB53L-3.10 . 7 EFB53R-3.10 EFB53L-3.10 1T80S2-1 7 1T80S4-1 1T80S4-2 7 N / r \\y \ / N E.; 80Z15-2 I_,, 80Z15-2 1 o O c�0 E�O Ev0 � 0 4 E0 80C14-5 0 .. .80C14-5 c5 5 80C14-5 U DD ❑2 °° i . Q,' 0 0 m ' 80C15-1 80C13-4'� '�-, 80C15-1 q ' Eo v 2 e'4i n 2 N ' l a 1 ; �r—� Era T-z PST2(PIPE4.5X0.188) mEn En rn rn eR>> 1/ ' —� v �� —1 m q 1 °' EA 0) 0) 0) mU U U <o0 m m 0 T T .. - 1, ) 80Z15-1(U.N.) 80Z13-3(U.N.) (3)REQUIRED (4)REQUIREDREQUIRED80Z15-1 (U.N.) (3)REQQUIRED (3)RD 4'-6 1/2 I 12'-0 jI 3'-0 I 4'-0 12'-0 4'-0 3'-0 12'-0 -1-- I 4'-6 1/2 51/2 I 19'-61/2 20'-0 19'-61/2 _I 151/2 OI ® (4) r 60'-0 SHORTENED MARKS FRAMED OPENING TABLE SHOWN ACTUAL MARK WIDTH HEIGHT SILL HEIGHT TYPE S1 CBA-6.8 1/8 PLANE ID:1001 1 3'-0 7'-0 PERSONNEL DOOR S2 CBA440 2 12'-0 2'-6 19'-0 S3 CBA450 SIDEWALL FRAMING ELEVATION AT LINE A BLDG 1 1�Ep PR op- .. co t LV THE REGISTERED PROFESSIONAL ry vV',SSPE r ,__ ENGINEER WHOSE SEAL APPEARS ,•l p ON THESE DRAWINGS IS EMPLOYED BY THE MANUFACTURER - AND DOES NOT SERVE AS OR REPRESENT THE PROJECT ENGINEER Of RECORD MID SHALL ✓ OREGON (1 NOT BE CONSIDERED AS SUCH. N V JIBC DRAWING STATUS: Q ��. Z 0 FOR PERMITS ONLY 9500 SW SPRUCE _ ONG �� �G� ') S NOT i TIGARD,OR 97224 SOFTWARE VERSIONS DESIGN:MSA 43.0 BIM:20B AMERICAN BUILDINGS ESI CONSTRUCTION JOB NUMBER: SHEET: ,., ( EXPIRES:6-30-2015 NO RELEASE/REVISION DWN:/CKD: ENGR DATE O RELEASE/REVISION DWN:/CKD: ENGR DATE 1 REVISED PERMIT SET JR/ SJ 03/25/20150 PERMITS JD/JD SJ 03/11/2015 W15G0032A E-14 MBMR ft • SHEETING PACKAGE:SP1006 ERECTION NOTE!!! MARK LENGTH QTY ALL WALL PANELS MUST BE FASTENED TO ALL GIRTS(PARTIAL BAY OR FULL BAY)ACCORDING TO THE REQUIRED FASTENER LAYOUT DETAILS. A3P26-2 5-0 20 A3P26-19 2T-7 1/2 12 ERECTION NOTE!!! ' FIELD WORK PANELS AS REQUIRED A3P26-18 7'-0 20 i A3P26-2(SLGY) A3P26-18(SLGY) A3P26-18(SLGY) A3P26-2(SLGY) A3P26-2(SLGY) A3P26-18(SLGY) A3P26-18(SLGY) A3P26-2(SLGY) A3P26-2(SLGY) A3P26-18(SLGY) A3P26-18(SLGY) A3P26-2(SLGY) 0 0 0 A3P26-2(SLGY) A3P26-18(SLGY) A3P26-18(SLGY) A3P26-2(SLGY) A3P26-2(SLGY) A3P26-18(SLGY) A3P26-18(SLGY) A3P26-2(SLGY) a a a a a a a a a m acom a N CO En (A Eq co 7 u) EA En D CO 7 En CO CO CO T' A3P26-2 SLGY ° r ° ° A3P26-18 SLGY ° °' O ( ) °' ° °' ° A3P26-2(SLGY) 'n (SLGY) ( ) A3P26-18 SLGY CD N UJ TD (D (O (O (O CO (D CJ N UJ Ta NN N N N N N N N N N N a a a a a a a a a a a 0- 2 a a a a a ¢ a — a a ¢ a A3P26-2(SLGY) A3P26-18(SLGY) A3P26-18(SLGY) A3P26-2(SLGY) A3P26-2(SLGY) A3P26-18(SLGY) A3P26-18(SLGY) A3P26-2(SLGY) I 1 1 1 A3P26-2(SLGY) A3P26-18(SLGY) A3P26-18(SLGY) A3P26-2(SLGY) III A3P26-2(SLGY) A3P26-18(SLGY) A3P26-18(SLGY) A3P26-2(SLGY) (I 5-0 12'-0 I T-0 12'-0 7'-0 12'-0 I 5-0 (D (4) k 60'-0 FRAMED OPENING TABLE ID:1001 MARK WIDTH HEIGHT TYPE TRIM > SHEETING PACKAGE:SP1047(SUBG),SP1045(SUBG),SP1044(SLGY),SP1046(SLGY),SP1043(SUBG), • 1 3'-0 7'-0 PERSONNEL DOOR SP1048(SLGY),SP1006(SLGY) 2 12'-0 2'-6 SHEETING DIRECTION E0 PR0,c SIDEWALL SHEETING ELEVATION AT LINE A BLDG 1 \-.., ss 37 THE REGISTERED PROFESSIONAL rt" y. E��685PE ENGINEER WHOSE SFAS E APPEARS �l z..„.„,„• ON THESE DRAWINGS L(EMPLOYEDRY THE MANUFACTURER ^'a • AND DOES NOT SERVE AS OR REPRESENT THE PROJECT ENGINEER OF RECORD AND SHALL E/ OREGON (1 • JIBC NOT BE CONSIDEREDAS SUCH. Ow. Y 1 O `2." 0BY N. DRAWING STATUS: O - 8500 SW SPRUCE FOR PERMITS ONLY - ANG zH>61,`7,i C TIGARD,OR 97224 SOFTWARE VERSIONS DESIGN:MSA 43.0 BIM:208 AMERICAN BUILDINGS JOB NUMBER: SHEET: ESI CONSTRUCTION ..�,. NP EXPIRES:e-3o-2o15 NO RELEASE/REVISION DWN:/CKD: ENGR DATE O RELEASE/REVISION DWN:/CKD: ENGR DATE '""^+m 1 REVISED PERMIT SET JR/ _ SJ 03/25/201510 PERMITS _ JD/JD SJ 03/11/2015+ W 15G0032A E-15 MBM1� v. 1 , ERECTION NOTE!!! SHEETING PACKAGE:SP1035 ALL ROOF PANELS MUST BE FASTENED TO ALL PURLINS(PARTIAL BAY OR FULL BAY)ACCORDING TO THE - REQUIRED FASTENER LAYOUT DETAILS. MARK LENGTH QTY L3P26-2 10'-01/8 21 ERECTION NOTE!!! • FIELD WORK PANELS AS REQUIRED SHEETING PACKAGE:SP1067 MARK LENGTH QTY A3P26-11 10'-0 1/8 11 • CNP1 I O I I �f/l A3P26-27 10'-01/8 3 /' O L3P262(SUBG) A3P26-15(SLGY) O ► A3P26-15 2'-0 9 A3P26kSLGY) L3P26-2(SUBG) A3P26-15(SLGY) L3P26-2(SUBG) A3P26-15(SLGY) L a n N L3P26-2(SUBG) U OD ( CO 0 r7.1 17.1 171 CV COM 0 0 0 A3P26-15(SLGY) 00 L3P26-2(SUBG) A3P26-15(SLGY) L3P26-2(SUBG) A3P26-15(SLGY) L3P26-2(SUBG) CNP1� SDI A3P26 LGY) L3P26-2(SUBG) Co 0 EL- A3P26-15(SLGY) L3P26-2(SUBG) co 0 O Z j A3P26-11(SLGY) 0 {� L3P26-2(SUBG) z `n ih F 7 v O m ,• /co 0 0 a A3P26-11(SLGY) rn vi a p L3P26-2(SUBG) U Lo In m av O 0 N N N 0 Z w } M co w m 0 0 0 Z F Z (� 0 Z A3P26-11(SLGY)Oa i0 CO w W ga L3P26-2(SUBG) r - -1 COm w I w 0- = co LU co w 2 0 A3P26-11(SLGY) co o \\� o L3P26-2(SUBG) w i 0 A3P26-11(SLGY) L3P26-2(SUBG) U 0 O CNP1 —A3P2611(SLGY)— L3P26-2(SUBG) w —A3P26-11(SLGY)— w I L3P26-2(SUBG) En A3P26-11(SLGY) L3P26-2(SUBG) A3P26-11(SLGY) av LO $ b ,r) L3P26-2(SUBG) A3P2627(SUBG) °D0 o 0 0 N m CO CO CO L3P26-2(SUBG) A3P26-27(SUBG) L3P26-2(SUBG) A3P26-27(SUBG) L3P26-2(SUBG) A3P26-11(SLGY) ► 0 ► CNP2 ► O _ c A3P26-11(SLGY) O ► 10'-0 (' k 10'-0 va - 10'-0 va V PR AFF (4) (4) (4) ,..eIk95 40- 8'• % THE REGISTERED PROFESSIONAL " PLANE ID:1034 10' CANOPY SOFFIT SHEETING PLAN ALN ENGINEER WHOSE SEAL APPEARS 10' CANOPY ROOF FRAMING PLAN 10' CANOPY ROOF SHEETING PLAN BY THESE IE MANUANCNNEREMPLDYED MID DOES NOT SERVE AS- SENT HE N NEEROFREORDMER ✓ OREGON t�, ENGINEER OF RECORD AND SHALL NOT BE CONSIDERED,.SUCH. • JIBC DRAWING STATUS: , 0 y 10 2 0 8500 SW SPRUCE FOR PERMITS ONLY ANG ZH'\6 •"1-7- 'S TIGARD,OR 97224 SOFTWARE VERSIONS DESIGN:MSA 43.0 BIM:20B E luAN BUILDINGS JOB NUMBER: SHEET: EXPIRES:6-30-2015 ESI CONSTRUCTION � NO RELEASE/REVISION DWN:/CKD: ENGR DATE O RELEASE/REVISION DWN:/CKD: ENGR DATE W 15G0032A E-16 tMeMll 1 REVISED PERMIT SET JR/ SJ _03/25/201510 PERMITS JD/JD SJ 03/11/2015 s Rr^sTy SHEETING PACKAGE:SP1041 ERECTION NOTE!!! MARK LENGTH QTY ALL ROOF PANELS MUST BE FASTENED TO ALL PURLINS(PARTIAL BAY OR FULL BAY)ACCORDING TO THE REQUIRED FASTENER LAYOUT DETAILS. L3P26-1 8'-01/16 15 ERECTION NOTE!!! SHEETING PACKAGE:SP1042 FIELD WORK PANELS AS REQUIRED MARK LENGTH QTY A3P26-17 8'-01/16 15 CNP3 T1 , A O O m1 A3P26-17(SLGY) O m L3P26-1(SUBG) 9 L3P26-1(SUBG) EN/ A3P26-17(SLGY) L3P26-1(SUBG) A3P26-17(SLGY) L3P261(SUBG) A3P26-17(SLGY) n L w U 0 0 0 °0° N L3P26-1(SUBG) CO CO CO 0:1 A3P26-17(SLGY) .- L3P26-1(SUBG) A3P26-17(SLGY) • L3P26-1(SUBG) A3P26-17(SLGY) o C0 C0 0 7 0 N CNP3 _� 0 D L3P26-1(SUBG) o rn O U o o A3P26-17(SLGY) o 0 7 w 0 g F W 0 o / u v o U U CV W E iii 0 v a %/ — L3P26-1(SUBG) w H 1 z A3P26-17(SLGY) z z W U g I 5 W F= W Qa 0- I / o = w U C0 / �A\ L3P26-1(SUBG) u_ Uu) I - A3P26-17(SLGY)� / \W / 00 W I co/ S L3P26-1(SUBG) A3P26-17(SLGY) I / q \/ N y U 7 o 0 /\ o m N L3P26-1(SUBG) 0 co / \ 0 A3P26-17(SLGY) J I I I h/ L3P26-1(SUBG) A3P26-17(SLGY) rt I CoI \ \ / L3P26-1(SUBG) A3P26-17(SLGY) \ / \ / (_ CNP3 W L3P26-1(SUBG) W A3P26-17(SLGY) O m . r O E O 0I W + 1ED PROF 8'-0 k 8'-01/16 8'-01/16 (.if,,id {L�(P/ ' �ss'b� C 1 O O THE REGISTERED PROFESSIONAL ry �/685PE ENGINEER WHOSE SEAL APPEARS re 8' CANOPY ROOF FRAMING PLAN 8' CANOPY ROOF SHEETING PLAN 8' CANOPY SOFFIT SHEETING PLAN ON THESEMANUFACTURE EMPLOYED i.' BY THE MANUFACTURER AND DOES NOT SERVE AS OR REPRESENT THE PROJECT ENGINEER OF RECORD AND SHALL ✓ OREGON n, NOT BE CONSIDERED AS SUCH. A\ JIBC DRAWING STATUS: Q,.N• G Zy 7 0 ZO I 8500 SW SPRUCE FOR PERMITS ONLY H • ,G.- .' , TIGARD,OR 97224 SOFTWARE VERSIONS DESIGN:MSA 43.0 BIM:20B AMERICAN BUILDINGS ESI CONSTRUCTION JOB NUMBER: SHEET: 4R . EXPIRES:6-30-2015 NO RELEASE/REVISION DWN:/CKD: ENGR DATEO RELEASE/REVISION DN:/CKD: ENGR DATE �+""^+� 1 REVISED PERMIT SET JR/ SJ 03/25/2015 W0 PERMITS JD/JD SJ 03/11/2015+ W15G0032A E-17 MBMIi nr•+z R ERECTION NOTE!!! ALL WALL PANELS MUST BE FASTENED TO ALL GIRTS(PARTIAL BAY OR FULL BAY)ACCORDING TO THE - REQUIRED FASTENER LAYOUT DETAILS. ERECTION NOTE!!! FIELD WORK PANELS AS REQUIRED • BUILDER TO CONFIRM PANEL COLORS(SLGY) ED CO 5. VI 4 • co co co co co co co co co co co La Iq 1[) co N In Lfl In UD LLDco °9 r '9 E V-0 m tp r m 4 T Y 'T � 1" Y 'T 'T 0 CO v .r.. .r.. .ri .�.i N (V IV m7. .7. ,- co Ni N <V NI ,- N_ _N .- . N N DI .N- ' CO N fV (V r co Tb r15 co DS m m m CD r< m a a a a a a a a a a a a ¢ a Q a aCl 1 I I • 1,-0 I I k BD I L 1 J 26'-9 f g_0 © �4) (4) PLANE ID:1062 PLANE ID:1069 PLANE ID:1071 SHEETING PACKAGE:SP1063(SLGY) SHEETING PACKAGE:SP1070(SLGY) SHEETING PACKAGE:SP1072(SLGY) SHEETING DIRECTION SHEETING DIRECTION D SHEETING DIRECTION D 10' CANOPY LEW SHEETING PLAND 10' CANOPY FSW SHEETING PLAN 10' CANOPY REW SHEETING PLAN ,,tsp PR O,t- co 1 THE REGISTERED PROFESSIONAL Ce685PE • ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS IS EMPLOYED • BY THE MANUFACTURER AND DOES NOT SERVE AS OR REPRESENT THE PROJECT ENGINEER OF RECORD AND SHALL L, OREGON (1, NOT BE CONSIDERED As SUCH. / T, JIBC on, DRAWING STATUS: V� Q FOR PERMITS ONLY {'` �' y 18 ,2G ' 8500 SW SPRUCE G• Z H\ 'L ` 1.A TIGARD,OR 97224 SOFTWARE VERSIONS DESIGN:MSA 43.0 BIM:20B AMERICAN BUILDINGS ESI CONSTRUCTION WJOB NUMBER: SHEET: ( EXPIRES:6-30-2015 ) NO RELEASE/REVISION D V y N:/CKD: ENGR DATE INO RELEASE/REVISION DWN:/CKD: ENGR DATE 1 5G0032AE-18 a 1 REVISED PERMIT SET JR/ SJ 03/25/2015 1 0 PERMITS JD/JD SJ 03/11/2015 Ment. E RAEOF • MEMBER SIZE TABLE ASSEMBLY OUTSIDE WEB -- STARTING ENDING INSIDE NAME FLANGE THICK LENGTH WEB WEB { kDEPTH DEPTH FLANGE s0'-0 '1 PR3 6"X 3/8 X 20'-10 3/16 20'-1e 10" 10" 6"X 3/8 X 20'-10 4 ) O O O PR2 6"X 3/8 X 19'-0 5/16 3/16 19'-0 13/16 10" 10" 6"X 3/8 X 19'-0 13/16 PR4 5"X 1/4 X 20'-3 1/2 3/16 20'-3 1/2 8 5/8 1'-2 5"X 1/4 X 20'-0 5 1/211 19'-6 1/2 I 20'-0 I 19'-6 1/2 115 1/2 © PR6 6"X 114 X 14'-6 7/8 3/16 14'-6 7/8 1'-2 1'-2 6"X 1/4 X 14'-6 7/8 • PR7 6"X 5/16 X 20'-3 5/8 7/32 20'-3 5/8 1'-3 1'-3 6"X 5/16 X 20'-3 5/8 (2)MZC3 �1 PR5 6"X 1/2 X 24'-7 15/16 7/32 24'-8 15/16 ,'-6 1'-5 6"X 1/2 X 24'-9 o MZB3(W12X14) (2)MZC4 MZ64(W12X14) _ MZW-1 (W12X26) (2)MZC3 PR13 6"X 5/16 X 20'-3 5/8 7/32 20'-3 5/8 1'-3 1-3 , 6"X 5/16 X 20'-3 5/8 WY PR11 6"X 5/16 X 18'-11 1/16 7/32 19'-0 1'-3 1'-3 6 II J5 ll j3 (2)MZC4 X 5/16 X 19'-0 11 J5 II PR8 6"X 5/16 X 20'-3 7/8 7/32 20'-3 7/8 1'-3 1'-3 6"X 5/1s X 20'-3 7/8 II J5 II J3 II J5 III PR12 5"X 1/4 X 20'-31/2 3/16 20'-3 1/2 8 5/8 1'-2 5"X 1/4 X 20'_0 iii PR9 5"X 1/4 X 20'-10 3/16 20'-10 1'-2 1'-2 5"X 1/4 X 20'-10 J5 II J3 II J5 III PR10 6"X 1/4 X 19'-0 1/16 3/16 19'-0 3/4 1'-2 1'-2 6"X 1/4X19'-03/4 IIJS II J3 it J5 II NOTE:MEMBERS LIST FOR EACH ASSEMBLY ARE IN ORDER FROM LOWEST TO HIGHEST ELEVATION. iii J5 II J3 II ii iI. c`4 all J5 Ila J3 II• Ila ;II J5 II J3 II J5 If; II J5 II J3 II J5 1111 II J5 II J3 II J5 Il 11I (4)MZC3 J5 II J3 I J5 q II� ,i- ( C D ) i iil' .. i' II. (4)MZC3 0 II ii J9 II J3 II J5 lI I CONSTRUCTIONNOTE:ESI LOCATION&CLEAR DIMENSIONS FOR ALL II J9 II J3 II J5 Ili STAIR OPENINGS SHOWN. 1 o ii J9 ii J3 II J5 1111 ANDZ PART TION LOADS(TREAT AS LIVE NINE DESIGN LOADS ARE AS LLOAD)=LOW:DEAD 0 PSFLOAND JOISTS ARE AT 2AD=15 PSF,FLOOR I0 SPACING.JOIST IIJ9 II a J3 II J5 Ili DEPTHS ARE 16"MAX WITH 2.5"DEEP JOIST SEAT. N N aiI J9 II_ �_ � II II J9 II►V II� IIIA .a II J9 III. J3 II J5 i I ii IIL II J5 ;;_--c D.8) J3 II J5 II II J5 IIS J3 II J5 III (4)MZC3 MZBS(W10X22) MZB6 W10X22 O II II ( ) II MZB5 W10X22 (I.. (4)MZC3 4 J6 II J4 II (4)MZC2 II II J3 MZB7(C8X11.5) II J8 II J3 II J7 II II J8 II J3 IIII II J7 J8 II J3 II J7 II 0 w a a II J8 '&I ii II J7 li a rn w n .0J to II J8 II ' II J7 11 °-J II J8 II II � U J3 ll J7 ,04 it J8 II II II J3 J7 k II J8 IIS J3 II J7 4'-8 II o,),.— Ali II J8 II J3 II J7 II CLEAR a P �11 MZB2(W12X26) MZB9(W12X14) I1 :AINIG �� R�FFss ,... .., 1 (----) -A ni —ice C Z m 411 — \—(2)MZC3 _JI (2)MZC3 a a 685PEyr-- 5'-1 1/2 1151/2 W THE REGLSTERED PROCESSIONALWY ca QENGINEER WHOSE SEAL APPEARSO 411) ON THESE DRAWINGS IS EMPLOYED BY THE MANUFACTURER _9 OAND DOES NOT SERVE AS 5tI21p'-9,/2I OR REPRESENT THE PROJECT 1 ENGINEER OE RECORD AND SHALLREGON �,• NOT BE CONSIDERED PS SUCH. MEZZANINE FRAMING PLAN JIBC DRAWING STATUS: 0 �,a500 SW sPRUCEFOR PERMITS ONLY " �' lU ' '�i�A TIGARD,OR 97224 SOFTWARE VERSIONS DESIGN:MSA 43.0 BIM:20B A114ELtICAN BUILDINGSG Z H G ESI CONSTRUCTION JOB NUMBER: SHEET: ( EXPIRES:6-30-2015 i NO RELEASE/REVISION DWN:/CKD: ENGR DATE VO RELEASE/REVISION DWN:/CKD: ENGR DATE /V15G0032A E-19 A 1 REVISED PERMIT SET JR/ SJ 03/25/20151 0 PERMITS JD/JD SJ 03/11/2015 d P a MZB2(W12X26) T MZ69(W12X14) MZ68(W12X26) ' PR4 I I w v :Illi' 0 0 I PR5 113 i 1101 O 0 EC (3)3/4 X 2 A325T ) (3)3/4X2 3/4 A325T(TYP.) � ,II. RYP. 0 PR2 © �;;I■' DIP (3)1 X 3 1/4 A325T(TYP.) re (2)MZC3 (3)1 X 3 1/4 A325T(TYP.) (3)1 X 3 1/4 A325T n (TYP.) (3)3/4 X 2 A325T(TYP.) U O✓ Z.-.) AMEZZ. BEAM TO BEAM CONNECTION B MF77. BEAM CONNECTION AT PORTAL C MF77. BEAM TO COLUMN FLANGE D MEZZ. BEAM TO COLUMN FLANGE -19 (TYPICAL) E-19 (TYPICAL) E-19 (TYPICAL) E-19 AT FL. F&4, F&1 PR5 PR6 MZW-1 (W12X26) MZB4(W12X14) 0O 1O (3)1 X 3 1/4 A325T(TYP.) 0 © 0 I O (2)CLB-1 O H O 0 °• t 0 00:10 (4)3/4X2A325T(TYP.) ,- 0 0 BRCP9 (4)3/4 X 2 A325T(TYP.) PR13-- MZC4 • R (4)3/4 X 2 A325T(TYP.) / ''''N.,—RI4 RIP-2 ER (4)3/4X2 3/4A325T(TYP.)— EMEZZ.WEB TO WEB CONNECTION F MF77.CONNECTION AT FL.C -19 E-19 • �p PRO,cFS \�f� INc S 417 THE REGISTERED PROFESSIONAL 8 685PE ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS IS EMPLOYED BY THE MANUFACTURER AND DOES NOT SERVE AS OR REPRESENT THE PROJECT ENGINEER OF RECORD AND SHALL ✓ OREGON V NOT BE CONSIDERED AS SUCH. • JIBC DRAWING STATUS: u�R., 004 Y 10 20 0 8500 SW SPRUCE FOR PERMITS ONLY -- ANG ZI-OGv 1:)'11 TIGARD,OR 97224 SOFTWARE VERSIONS DESIGN:MSA 43.0 BIM:20B AMERICAN BUILDINGS ` JOB NUMBER: SHEET: ESI CONSTRUCTION �., ». EXPIRES:6-30-2015 l NO RELEASE/REVISION DWN:/CKD: ENGR DATE DI NN:RELEASE/REVISION DN:/CKD: ENGR DATE IMEI 1 REVISED PERMIT SET JR/ " SJ 03/25/20151 0_PERMITS JD/JD SJ 03/11/2015 W 15G0032A E-20 S H H CRED PR OpF . DEMOLITION KEY NOTES W#5�GINEFss/o H v u OF T� ARD O DEMO AND REMOVE EXISTING RESIDENCE,GARAGE,FOUNDATIONS AND ASSOCIATED f' /..,t406 I 41• f'�,,� t `' C'N CONCRETE AND PAVEMENT. • `• O1�N0 v Y7- Yy �y e ? rr i` �� c-3 O - 'y r46.',9 �� \i w :" ,r :---.j•-., 0p ��r�p p rove d by •��•'��"-n O2 DEMO AND REMOVE EXISTING DETACHED SHED AND FOUNDATIONS. yONY R.94 `HES LO :. I l- ! I \ e (l .0 CP O3 DEMO AND REMOVE EXISTING ASPHALT PLAYGROUND. -_ RENEWS:6/30116 • • i I ( ------- -- \- ---1 v QDate• -I L 04 DEMO AND REMOVE EXISTING DRIVEWAY PAVEMENT. 0 ' i o0�0 0 N� o 0 1 k I ` w I •) 0 _1 n . I I A O 0 DEMO AND REMOVE EXISTING FENCE AND FENCE POSTS. J �'" O6 DEMO AND REMOVE EXISTING UTILITY POLE CURB. w In 3Q' I 3 �.I I ��� t� I \\o,l,uu`\ t,,llrli/,u r v. ,_ ti U ( V�anpt y, il 4i 0 IF SMALL SHED IS STILL AT THIS LOCATION,COORDINATE WITH OWNER TO o F `/, ,�1 Ii1I / III w, ( /- a+•, i 8'`.HOOD ,,. ----- RELOCATE SHED TO NEW LOCATION ON SITE. 0^ 4 N IP J. 0 1 w '4,4,, � .�"'"� -se - C�� �� --",-;7---:---- -4 8 SAWCUT DEMO AND REMOVE EXISTING SIDEWALK.SEE SITE PLAN SHEET C2. ¢ f - ir - r Ff)GE OFA.�l�„�i I I, ? m II II )) , I I /��III t• %11 A �' �9 LOCATE EXISTING SANITARY AND WATER SERVICES.DISCONNECT FROM RESIDENCE 1--I Z 2. n II �`I�' "I.4 i ' i I�1 ,Ij+ -'-i^ . , .I,, _ AND PROTECT STUBBED SERVICES IN PLACE TO USE AS SERVICES FOR PROPOSED z O w S w ' • I j' Q �v,1P�� l //j / / /'�" -� j __�- //' BUILDING.SEE UTILITY PLAN SHEET C7. J J Z I�jl C Y N L w w J y ',:, I- (yam{' O 1 �� ^Y��\� + / �'/ 10 COORDINATE PLAY STRUCTURE PROTECTION,RELOCATION AND/OR REMOVAL WITH w Z rn co I \ ' I 6 I ��` 0 3 l A 1 / _i.-/ i OWNER. ¢ Zane / I t1 _Ls__ Is LS__ 13- -1S -ISS` LS --LS_. IS O iii �. y.^..,.I I I c /l , I CB RIM-1)3)4.89'IN) LL -T.'''. _ ( 11 COORDINATE AND REMOVE EXISTING RESIDENCE ELECTRICAL SERVICES AS NEEDED. u O,o J 2 ?' I (LYNCH BA IN _, , _.,> Z N \ / + �I /l {ir, I IE(S)TGP B )183 55 z;g w" \ 12 TREES TO BE REMOVED(TYPICAL) a N la7 0 SW 85TH AVE J /' I ) BTM=181,34 ,v: ° rt ' ; 1 I �I \ {� 1, I I '-- \ _-__ Ur,' O j - I 1 - 13 STUMPS TO BE REMOVED(TYPICAL)1 �i\ //j/ I L �. r I •I\ m 1 • 14REFER TO THE 7APANESE INTERNATIONAL BAPTIST CHURCH STREET&UTILITY o • r . t '� / ! 1 l - • ` j - - -_' moi_ J-__.- NNu5 WIDE HF[J.�C/ ), / \\\ \g 1 _.4 r- _ �.{Z_• ---In _ --p-, O IMPROVEMENTS PLANS SW SPRUCE ST FOR ROADWAY,CURB,SIDEWALK AND Y N r . \ ., D\\- 1-- F y • - ---'��' i `'' - , -,r i .d• .\�N .'� S ' • I \\�\ \ \\�.\•.\ \ ‘ 41 ` _.;)''Z \ \ �\\ .\ \\ \t° `- 15 REMOVE AND RELOCATE EXISTING BASKETBAECTEDBY N 1avj42. IIy \ N ,,i? m BUILDING GV"tkHANG �' �� Zjjj OWNER. 0 3 ---,..41\ H - •.I �/I•,• \s'.\-43) ' \ 0.,-.— ¢<f' 16 REMOVE AND RELOCATE EXISTING LIGHT AND BASE AS DIRECTED BY CLIENT. m O • 1 , SII I t i1/Il11'tly uA I �z� \ , ,r ` --1 •. T II_'' ,Y ,E • 1' U ,. \ w tD \ - 17 INSTALL TREE PROTECTION FENCING PER L1.11. Z .53 24m • _' \\ I Y� ; 1 ■ �4 Z � .5 , 11 1 I _ O v, �.1„ LIMITS OF Z lw.. i tel RECEIVED ti H vii 'Z -I• ♦ - \ U @dl.\\ WORK AREA pN \il \ :O \ ,', �j l=z �� � Y __ 'i� ► STCTUREI ' \ Y�I(IL� i V J ,� •A U I I4.4 I AREA / \ \\'''':-.1"....6.,,R\ Iy.Ih \ �--�-,��\ v .rte-n-. t 1i • C! �' ,,,...-4e,. • Ua/ ASPHALT / © /f. / � \` �.._. „� ._�� - i �1`_ ;s=--ls `� rsi ria► '/ .;. APR 16 2015 ¢>� �` PLAYGROUND I / / ,,,\\\. \ !� t ss -^t--: s = �-- / r l \_ I zl 1:_.� ,> I I •/ ® _ CO ) SCO1 `' w "S--_Ss _-Ss ts- s3� // / ' V ED I d a \,� ( � __ ___ Y� t �l f RIM= 6' O I __V\�¢z . - sco S> ,1 /� /_-. CITY OF TIGARD 1- • I I• A / RIM=f84.58' Ydlff3. % l ��1I' 110 , • �UTILITY o v v © ��� � BUILDING DIVISION ' u I Jr--c.- + I �\ ' POLE CURB 1 _ -1-- v r ..0(\ JWP�OD•� w��' - - -,-+s,. 6/-=.�=-o—_? ���_ i! ,r\-0--<- il i --`='c=-->-_ -._s_ 4'HOG WI' r� /" /I r _ _l i f O z /i w a • -7 w z I. s r.� VzLi y / CO Q / /�/O • / Ou:PI a \ '� /� „-O -H0 a-- 3•T• -ti i \ W • / O 0 W I I I. LL \ / ��\ \ \ / o II j _ �- ,� ` \ \ ® GENERAL DEMOLITION NOTES: /I.,-.- _-I u1 /•. / ED / / `%--- �._- / , STUMP TO BE S 0/ o \ \ 1. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND APPLICABLE AGENCIES A MINIMUM OF 48 HOURS(2 BUSINESS DAYS) __.a.�. 1 13 z • I / / 1 / REMOVED(TYP) I 4 `'E`a I--I.' / © PRIOR TO START OF DEMOLITION AND CONSTRUCTION. PRIOR TO START OF ANY WORK INCLUDING POTHOLING,CONTRACTOR IS TO w ' `t \ 1 +; i O: Q d p..‘ w I / / Al , - / h_,../ _ HAVE ALL EXISTING UTILITIES FIELD LOCATED IN AND AROUND THE WORK AREA. CONTRACTOR IS TO VERIFY ALL CONNECTION o LIMITS OF �� I �J I t-,," �I�• 1 / w / / / POINTS WITH EXISTING UTILITIES. CONTRACTOR SHALL PROVIDE ENGINEER AND APPROPRIATE INSPECTOR A MINIMUM OF 72 HOUR ,,,w o WORK AREA ' r - I I Z 1 / // K ( U L7 l LI NOTICE OF ANY AND ALL POTENTIAL CONFLICTS. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE REMOVAL AND/OR 6'i; I t 11 _ _ N / / /® �a 2 q I LIMITS OF 1 RELOCATION OF BURIED AND OVERHEAD UTILITIES AS NEEDED TO COMPLETE THE WORK. Q 1 ,l I I _jJ' �+,_ i/ / /fir+'+-i Lry p S I WORK AREA I 2. THE CONTRACTOR SHALL VISIT THE PROPOSED WORK SITE TO FAMILIARIZE HIMSELF WITH REQUIRED DEMOLITION,GRADING AND . r / s 1 'I ` .;-j----"? v -'' -2 / ^, -u„ I r IMPROVEMENTS TO REMAIN. I f I! „o // • j ° '> I 1 /17 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ANY AND ALL ITEMS,NOT OTHERWISE LISTED OR IDENTIFIED IN THE t I l .4 ,� . l© / t\, ,,�7 v` O 1 / OPLANS AND SPECIFICATIONS,THAT CONFLICT WITH THE CONSTRUCTION OF THE PROJECT. REMOVALS ARE TO INCLUDE BUT NOT BE 33 11 1 .+I +II i\ ,� c / '/ -` / ° a(/ / 21. LIMITED TO EXISTING RESIDENTIAL STRUCTURES AND THEIR ASSOCIATED DETACHED BUILDINGS, SIDEWALKS,CURBS,PAVEMENTS, S { y'1 'l ,,Lo / Z T 8 TO BE -- / N aI AND FENCING. THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY TO DETERMINE IF ANY ITEMS NOT SHOWN ON THE I I \ AlHo Q y /' .SOS' R5MOVED(TYP) /// / \.. PLANS MUST BE REMOVED. FAILURE TO DO SO DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY AND COST FOR REMOVING z I i \ - I�, 1, � '1 /e =Z• ' 4'HOG WIRE `r ITEMS REQUIRED TO COMPLETE THE PROPOSED WORK. to 01 + Y-�, U.4=1 4'HO '(HIRE A I • / J L,. 4. EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON SURVEY II w / 1••+-__L__':(1..„..),- ---- .. "5,-WOO r- c INFORMATION,AND RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THE PLANS. LOCATIONS MAY HAVE NOT m d '•'-1 U p > '/LI - { - ` \ c -__ BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR THE COMPLETENESS OF THE INFORMATION Y r �, ZO �'yI - Li S. -/ - ----_ _ \ \` �� ( ,\\\\„\\\\\\N"..\\•." SHOWN.THE CONTRACTOR SHALL REMOVE ALL ABANDONED EXISTING UTILITIES ON THE SITE(UNLESS OTHERWISE NOTED). THIS 8 Z g U u U I // �� ! 9' ') \ w I w; SHALL INCLUDE ALL EXISTING STORM,WATER,GAS,SANITARY,AND CONDUITS THAT ARE NOT REQUIRED TO SERVE THIS SITE ONCE o 0 'L- CC �L�- - ..-_ 'SI _� w} WORK IS COMPLETE. ALL SANITARY AND STORM LINES TO BE ABANDONED OR REMOVED SHALL BE DONE AT THE MAIN LINE. 0 o cn r' r;l(+ N /' ' UI ON Z CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES UPON THE REMOVAL OF UTILITIES IN ADVANCE OF DEMOLITION 23. (Y '/' J; X <� ^_'w _w CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THOSE I""I t\ W I „ - I r <C Q UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COST INCURRED AS A „....\\,s, u-,-..{-'ter/ '( yl 1, t K;' -- ' j ,_`` N LL w I N L.L.w RESULT OF CONTRACTOR FAILURE TO VERIFY EXACT LOCATIONS OF EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION IN 0 � \ C-_~/ M +- \_ — � b _ _ THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED TO BE INCIDENTAL TO COMPLETING THE WORK. ALL EXISTING Z I 1 5 0 I---- (R SANITARY AND STORM PIPE NOT BEING USED AS A PART OF THIS PROJECT SHALL BE PLUGGED AND ABANDONED AT THE MAINLINE LU i+i I ,p / 0 I O I � ,-;/=--1— L y OR AT THE MANHOLE AND BE REMOVED IN THEIR ENTIRETY OR FULL GROUTED. 0 GAS RISER, / _ I o\..\ � ,'(i�� L.S) ` ' ' 1 -9 S. ALL EXISTING UTILITIES TO REMAIN AND IMPROVEMENTS TO REMAIN THAT BECOME DAMAGED DURING CONSTRUCTION SHALL BE z o v `U'7 ,- V -7 0� ��-i EXPENSE.COMPLE ITY RSSTOL BE THE RESPONSIBILITY RED TO THESATISFACTION OF THEELOC CONTRACTORAL O AGENCY,DOCUMENTPR RIORTHE ENGINEER,AT THE CONTRACTORS SOLE 0 5 --- ----- 1 ,�' � 0'•5) 11,PY,0 '.\ 6. CONTRACTOR TO PROVIDE ALL REQUIRED TRAFFIC CONTROL IN ACCORDANCE TO LOCAL AND STATE REQUIREMENTS. ALL REQUIRED 'o -� t JI- 17 ':,>, (,.rl Q� - l N4rA4 TRAFFIC CONTROL,AND TRAFFIC CONTROL PLANS ARE TO BE PROVIDE BY THE CONTRACTOR. d 4'BARRICADE a.'�- I --_�\s I L //' \`l�' s 7. IT IS THE CONTRACTORS RESPONSIBILITY TO INSURE THAT ALL DEMOLITION,DUST AND NOISE CONTROL MEASURES AS REQUIRED SHEET "/ BY THE CITY AND APPROVING AGENCIES ARE MAINTAINED DURING CONSTRUCTION. • /.7/ /`�I I I I/ _,J: 0 \i- I 8. CONTRACTOR TO DISPOSE OF ALL DEBRIS AND EXCESS MATERIAL IN ACCORDANCE TO LOCAL AND STATE REQUIREMENTS. r E '/ II ;1, `I sip 9. CONTRACTOR WILL REMOVE AND PROPERLY DISPOSE OF ALL PLANTS,TREES,AND VEGETATION THAT CONFLICT WITH THE PROPOSED J^ �/ a' `�\ 1 INCH-2(1 FEET IMPROVEMENTS EXCEPT AS NOTED. 10. ALL DEMOLISHED ASPHALTIC CONCRETE AND PORTLAND CEMENT CONCRETE SHALL BE REMOVED FROM SITE AND DISPOSED OF IN I ACCORDANCE TO LOCAL AND STATE REQUIREMENTS. OF 20 10 0 20 11.THE CONTRACTOR WILL TAKE EFFECTIVE ACTION TO PREVENT THE FORMATION OF ANY AIRBORNE DUST NUISANCE AND SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM FAILURE TO FOLLOW THE LOCAL,STATE AND OREGON DEQ GUIDELINES. p 12. THE CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR TO BEGINNING DEMOLITION AND CONSTRUCTION. C 0 3'