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Plans (20) BU P2019 -00280 OFFICE COPY CITY OF TIGARD SRECir ., iN PEC{ON • RE R ' EVED FOR CODE COMPLIANCE of OOFc i Strij ttirai S Code Approve • l COMPO_e ares OTC: t 1 ved Permit #: IlV _D 019— .�' Address: 1 1 Suite #: 0 Rew�; a ice;& ": Tendons E} Date: /O1 N~" Sr � 4 1 .. • 0 sti,„„.....,,,,,...,;.., 11244 SW T1EDMAN AV ❑ R . Y:� ', © insuilmIng C,,rr k,_ c-, ❑ Spray Appkec T ---. . . ,.Patedeb oR_ FIRE DAmAGE REguiLD ❑ PSI{i gs, Driiit-C Fleet ars.'L ; gp� TIGARD, OR- FIREDAMAGEREBUILD HARRISON O Shotc*ate y -- R 0 Y C E o Spacial Grsdinp.ExcevarARCHITECTURE❑ Smo-:e-Control Sstem in OtherIns ttlr.. Construction ....._.______,......._._..„.,...._ Project DirectoryProject Information Sheet Index Building Information OWNER: GREENBURG TEAM 1 LLC CONSTRUCTION TYPE: TYPE VB SITE ADDRESS: 11244 SW TIEDMAN AV ARCHITECTURAL: 1 174 SW SUMMER LAKE DR TIGARD OR.97223 A-0 COVER SHEET Oii) TIGARD,OR 97223 A-01 SITE PLAN ,�� CONTACT: SCOTT ZWINGLI OCCUPANCY/ USE: 51/ B COUNTY: WASHINGTON A-1 FLOOR PLANS 503.344.3933 A-2 ELEVATIONS eg? I EXPERTS@AAMPRO.COM SITE DISC.: 1 S135CA00700 BUILDING CODE: 2014 OSSC fr -RIsoNR C� IN THE SW 1/4 SECTION 35,T.IS.,R. 1W.,W.M. S-1 STRUCTURAL COVER SHEET ARCHITECT: HARRISON ROYCE ARCHITECTURE CORP. WASHINGTON COUNTY,OREGON 5-2.1 FOUNDATION PLAN �/ �(� Or G�' �, 4931 SW 76th AVE,#342 SQ FT - FLOOR: 2930 SQ FT GROSS 5-2.2 MEZZANINE FRAMIMH PLAN • '. . PORTLAND,OR 97225 �� BUILDING 3473 SQ FT GROSS ZONED: JP-INDUSTRIAL PARK S-3.1 FRAMING DETAILS PHONE: 503 348.0371 Q4 5-3.2 FRAMING DETAILS I�Q CONTACT:TRIPP ROYCE 5� 6 PROJECT DESCRIPTION: REMOVAL AND REPLACEMENT OF EXISTING FIRE �� 4) TRIPP@HARRISONROYCE.BIZ QCT x c5. DAMAGED METAL BUILDING COMPONENTS,AND REPLACEMENT. GARCO METAL BUILDING FRAMING PACKAGE �) GENERAL CONTRACTOR: LEAD SOLUTIONS, LLC S.W. NORTH DAKOTA Q�� WORK TO BE DONE WITHIN THE EXISTING BUILDING FOOTPRINT,WITH THE 41 SHEETS cD 1211 5W GREENBERG RD. STREET �� 2 Occupancy EXCEPTION OF A NEW FIRE ESCAPE STAIRWAY OTHER DOCUMENTS TIGARD,OR97223 EXISTING %1 STRUCTURAL CALCULATIONS-RIPPEY CONTACT: 97223 WINGLI 7 BUILDING r�/ f'� 503.344.3933 0 OFFICE - 275 SQ FT 3 PEOPLE NOTE: STRUCTURAL CALCULATIONS CARCO RECEIVED 5X .344.3933 Ro.coM ". STORAGE OCC. 3198 SQ FT 11 PEOPLE ANY MECHANICAL AND ELECTRICAL WORK WILL BEEOC� r� � BUILDING TOTAL 14 PEOPLE CONTRACTOR. CITY SEPARATE PERMITS BY THE zl7t� ►, Deferred Submittals c�nOPTIGARD STRUCTURAL ENGINEER: TIM RIPPEY ENGINEERING •�� 0 BUILDING DIVISION FOUNDATION&WOOD FRAMING 7650 SW BEVELAND ST BUILDING 0 NO FIRE SEPERATION SUITE 100 BE RE-BUIL STEEL EXTERIOR STAIR TIGARD,OR 97223 � . CU • .�� PHONE: 503.443.3900 _ CONTACT:TIM RIPPEY - TRIPPEY@TMRIPPEY.COM I DESIGN & ENGINEERING GARCO BUILDING SYSTEMS NORTH EnergyConservation Notes METAL BUILDING 2714 SOUTH GARFIELD RD. SITE CONTEXT Q AIRWAY HEIGHTS,WASHINGTON 99001 ®' . PHONE: 844.840.4603 CONTACT BRIAN SNYDER 1.WINDOWS & DOORS: ALL WINDOWS TO BE FIXED OR SLIDING-WINDOWS AND DOORS IN CONDITIONED AREAS TO COMPLY TO TABLE 502.3 OF THE 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE. C SNYDER@GARCOBUILDINGS.COM VALIDITY OF PERMIT CO 2.WALL INSULATION - HEATED OFFICE -ALL SIDES INCLUDING WALLS SEPARATING THE SPACE WITH UNHEATED SPACES - R-21 FIBERGLASS BATS THE ISSUANCE OF A PERMIT BASED ON CONSTRUCTION 3. SECOND FLOOR INSULATION R-38 FIBERGLASS INSULATION - PROVID VENTILATION AT THE RATE OF 1 SQ.FT. PER 300 SQ FT. OF FLOOR AREA. DOCUMENTS AND OTHER DATA SHALL NOT PREVENT THE CODE OFFICIAL FROM C) REQUIRING THE CORRECTION OF ERRORS.OSSC 105.4 7:3 a) S . General Notes 1.ALL WORK AND MATERIALS SHALL BE IN FULL CONFORMANCE WITH THE LATEST RULES AND REGULATIONS OF THE LOCAL CODES, LAWS, ORDINANCES,AND STATUTES. NOTHING IN THESE DRAWINGS IS TO BE CONSTRUED AS REQUIRING OR PERMITTING WORK CONTRARY TO THESE RULES, REGULATIONS,AND CODES. 2. MECHANICAL, ELECTRICAL,AND PLUMBING WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN-BUILD SYSTEM. IT IS THE RESPONSIBILITY OF THE DESIGN-BUILD SUB-CONTRACTOR TO OBTAIN PERMITS FOR THEIR WORK. MEP WORK INDICATED IN THESE DOCUMENTS IS FOR INFORMATION ONLY. CONTRACTORS TO VERIFY SIZES AND LOCATIONS OF ALL MEP EQUIPMENT, BOTH EXISTING AND NEW. MEP CONTRACTORS TO FIELD VERIFY ALL EXISTING CONDITIONS AND PROVIDE ENGINEERED DRAWINGS STAMPED BY AN ENGINEER LICENSED IN THE STATE OF OREGON TO MEET THE DESIGN SHOWN IN THESE DOCUMENTS. DESIGN-BUILD DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE OWNER AND ARCHITECT PRIOR TO ISSUING FOR PERMIT. Ilm 3. MAINTAIN A 1 HOUR WALL RATING OVER EXISTING FRAMING . 4in CNI 4. NO STRUCTURAL UPGRADES ARE REQUIRED. 5. MAINTAIN EXISTING BUILDING FIRE AND LIFE SAFETY SYSTEMS INCLUDING, BUT NOT LIMITED TO SPRINKLER SYSTEMS, SMOKE DETECTION SYSTEMS, SMOKE EVACUATION SYSTEMS, EXISTING SYSTEMS,AND EMERGENCY ANNUNCIATION SYSTEMS. IF REQUIRED, MAINTAIN 100% SPRINKLER COVERAGE THROUGHOUT. 6, EXIT AND EGRESS LIGHTING SYSTEM TO MEET PRESCRIPTIVE LIGHTING PATH REQUIREMENTS. EGRESS PLAN IS INDICATED IN THESE DOCUMENTS. PROVIDE EXIT SIGNS AND EMERGENCY LIGHTING SYSTEM IN CONFORMANCE WITH FIRE MARSHALL REQUIREMENTS. 7. SEAL ALL THROUGH FLOOR RATED-WALL PENETRATIONS WITH RATED ASSEMBLIES AS REQUIRED TO MAINTAIN THE INTEGRITY OF FLOOR/WALL ASSEMBLY. 8. CONTRACTOR SHALL COORDINATE ALL NECESSARYTESTING AND REQUIRED INSPECTIONS. 9. SHOULD EXISTING FIELD CONDITIONS REVEAL OR EXPOSE CONDITIONS WHICH ARE CONTRARY TO THOSE SHOWN IN THE DRAWING,THE CONTRACTOR SHALL NOTIFY THE OWNER AND ARCHITECT FOR DIRECTION PRIOR TO ISSUES& REVISIONS PROCEEDING WITH WORK,ALL INFORMATION SHOWN ON THE DRAWINGS IS AS ACCURATE AS POSSIBLE BUT IS NOT GUARANTEED.THE CONTRACTOR SHALL VERIFY PROPORTIONS, DISTANCES,AND CONDITIONS OF THE AREAS AFFECTED � BY THESE IMPROVEMENTS. NO ALLOWANCE WILL BE MADE IN HIS/HER BEHALF FOR ANY EXTRA EXPENSE RESULTING FROM FAILURE OR NEGLECT IN DETERMINING CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. / \ date by descrip. 10.THE DRAWINGS INDICATE LOCATION, DIMENSIONS, REFERENCE, AND TYPICAL DETAILS OF CONSTRUCTION.THE DRAWINGS DO NOT ILLUSTRATE EVERY CONDITION, 11, DO NOT SCALE THE DRAWINGS. FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALED MEASUREMENTS. 12. DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. 13.ALL WALLS, DOORS, FLOORS, CEILING WITHIN THE LIMIT OF WORK NOTED ARE TO BE PATCHED, PLASTERED, SANDED,AND PREPARED READY FOR THE NEW FINISH SPECIFIED. SUBMIT PAINT DRAW DOWNS, CABINETRY SHOP DRAWINGS, ISSUED: APRIL 24, 2019 AND ALL OTHER RELATED FINISHES FOR ARCHITECT'S APPROVAL. 14. SUBMIT LOCATIONS OF FIRE STROBES,AND THERMOSTAT LOCATIONS FOR ARCHITECT'S REVIEW PRIOR TO CONSTRUCTION TO AVOID CONFLICT WITH FURNISHINGS. ISSUED: DESIGN DEVELOPMENT 15. CONTRACTOR TO CONFIRM VOLTAGE PRIOR TO ORDERING LIGHT FIXTURES. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL INCIDENTAL DEMO REQUIRED, EVEN IF NOT INDICATED ON DEMO PLANS. AO 17. DIMENSIONS ARE TO FACE OF FRAMING, FACE OF CONCRETE,AND CENTERLINE OF COLUMN UNLESS OTHERWISE NOTED. 18.THE ARCHITECT SHALL NEITHER HAVE CONTROL OVER OR CHARGE OF, NOR BE RESPONSIBLE FOR,THE CONSTRUCTION MEANS, METHODS,TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, SINCE THESE ARE SOLELY THE CONTRACTOR'S RIGHTS AND RESPONSIBILITIES UNDER THE CONTRACT DOCUMENTS. 18. LIGHT AND VENTILATION NOT INDICATED ON THESE PLANS SHALL BE PROVIDED AS PER SECTION 1203 & 1205 OF THE IBC. �DORRIT REPRODUCE ARCHITECTURE P CORP. 2019N DO NOT REPRODUCE WITHOUT PERMISSION CIT'i OF TIGARD Approved by Planning Date: [44 11 1 Initials: �� TOPOGRAPHIC SURVEY 9 FOR GREENBURG TEAM ONE LLC IN THE SW 1/4 OF SECTION 35,T. 1 S., R. 1 W., W.M. WASHINGTON COUNTY, OREGON DECEMBER 12, 2018 ) \ CASWELL! , \ HERTEL SURVEYORS INC. HARRISON 6150BEA S.W. 124th AVE. ROYCE BEAVERTON, OREGON 97008 (503)644-3179 ARCHITECTURE / : \ ► 7 , / 5,, , - -, \ 7 , ,, r___01:9 414 frRISONR. E }°1 t wc� , �r',it G� • \l%. Z '� • h OF O • G- °o X32 V ��s s 1 , f - \ . / �i Iil 177 1 l' • S - \ • _. \ f P/ �r f - LQGO t \ ,...0 oSGN , ' , \ O */ f N / -S\X , ,p. 1 $ y , ' \ • S.W. NORTH DAKOTA STREET -w, ,' ,' , aP_DEC I IS. , i�' �, ` ' • „ Q , .. .. \ > / r. f]�'-o ' r / l,-' 4,-- \, { I , 5 ' � ��Fr10—- � �a / ,''''''' .\'‘<' cz"6 4 37 -Z ` \` `' 2, , cIN \ CD- / aQ G. , ,,ya' , , . . y / �?f , / "• �,, G BUI DING ,p_ �+ �'� �` � a..) EXIST1N m o ,,,. . c5, -53 —ow cP / , , , / / 1_,''' ,, 1�'DECID + 0 H .SGN 37 0� w o / r •. l l ,�� 9 , ,' -7 \ N , p� G ,- \ • Lop, , , NEW FI E EXIT ti9 °s 18°DID SGN �, `G ` �i9v ` e \ ,r ��, iiilil \ 1 p, r i'./f,' cl_ 'i i D1 ' , _, / • ,._-- Orlin ' n, , \ 30.06n //ir \ \ Ilm / ,b ,SGN / lik /,"�.�.��.�.� ��.*��' N;.;*BUILDING TO !$1 o/ D\NG X.SAVED \ c-I 11111111H1 1111e' I 44.BE RE- BUILT Z�:�:�: PA`RKING _ woi $Z,. ' \ \ / . i// '�•�♦�•�•�#�•�•*•�•�•�•��•�• ISSUES& REVISIONS ��i� ' _ -�GK� TP�� /#\ date by descrip. \ \ LT w -' \ti a, cID _ \ 12"FIR w 3„w 26b"y v - 11”FIR --5�3p22 1e, 41110 12"FIR --------------- 13" 13"FIR ..•,''''".'110 11"FIR s �,�~_ ISSUED: April 24, 2019 �- 0 101 20' 40' 80' Site PI a n NORTH AO • I 02. Ce- CEJ HARRISON ROYCE ARCHITECTURE CORP, 2019 ORIGINALSCALE: 1 "I =20I DO NOT REPRODUCE WITHOUT PERMISSION EPDXY PAINT ALL WALLS 0 F. O. CONC L 3' 4" I / (1,) 0 KEY NOTES: I 0 "Sil "S f Nocid "dE 14 ,4 H CENTER NEW COLUMNS OVER OLD ONES THAT HAVE BEEN REMOVED9 , ., ,. VARIATION IN FIELD CONDITIONS OVER-RULE FIGURATIVE ONES. r _ `! a /--- T HARRISON L 1� ...._.a93- . , Rc ' E 2 LOCATION OF THE BASE OF THE PROPOSED PORTAL FRAME. VARIFY WALL AND '� __ __ II z + ; D DOOR OPENING LOCATIONS WITH FINAL PORTAL FRAME DESIGN. , + f N m , 0 —� 1 r' ARCHITECTURE CO r3_ VERIFY FOUNDATION DIMENSIONSS IN STRUCTURAL DOCS. �� j , ''�" 5.---.----.\) _ "8r \----il 4 STEEL AND CONCRETE FABRICATED STAIRS MIN W 'k 8 N DRAIN INSULATION " M'N 'Interior Elevations & ADA - Bathroom 03. ' SCALE: 1/2" = 1 -0 � fri .-Riso.N Rio E C) / I I\ I\ 4 / c.911. 14`of 00 , , D D . c,j1 yi.-- ... c, 0.- . A I \ \ \ \ \ \ \ \ \ \ \ a..)WAREHOUSE \ \\ \\ \\ S-1 I \ \ Q , , , , 1 , , E C _ I - , i 0 •.. .. ..\ 1 i U 1 1- d- - - - - , , EXISTING FOOTING TYPIN '\ -----__ 7:5 I I , , W , ! a 8 =EMI r I 01 I , , Al , L , I , 3070 o CI) PO m STORAGE x -- - S1 :0 ll- 1 14 En - - - - - - - - �- �B -- � N ® , II jI4 II rl II III ir in OFFICE - - Ju 4 - 1f I11 -60 B it III X II- allI -- II III b -- II - `o A 2 © F 10 II _� ISSUES& REVISIONS 3070 II r A date by descrip. I _I- -_._ --: DOWN I I IIS UP', _ - •- 0 _ e . O co O. H. 12'-0" X 14'-0" / k \ O.H. 10 -0 X 141-0" 12'-0" X 3 -0 3070 ------) H �,� 1 - HI - A\ I I; it II P I 7 A F. O. CONC 3070 I 1 I I / ISSUED: APRIL 24, 2019 DOOR I I Il ` 3,_2 2„ �� /� 12'-0" ! 21-0"/ !I 10'-0" e l ) 1 f.o. conc. \ , �/ ` I / I I DESIGN DEVELOPMENT I I r_r_7______ 1 0 2' 4' 8' 0 2' 4' 8' Al w. r3 © © C4\ 3 ® 01 . S e C 0 d F I o o r Plan Z ©HARRISON ROYCE ARCHITECTURE CORP. 2019 i rst F I o o r P I a n z O DD NOT REPRODUCE WITHOUT PERMISSION 02. ORIGINAL SCALE: 1 /4" = 1 '-0" ORIGINAL SCALE: 1 /4„ = 1 -0I. o 0 0 0 041) HARRISON , . ___________ _ _\_____ ROYCE 11 ARCHITECTURE I I - - I —\-' I o N N I �� • ♦ fr -RIsO" Rs [CI • • , if" 4(','1. 4 1 G* • , I N--- i 1 14. 1 - OF / L1=1 I 0 2' 4' 8' LL'-1 I • 03. South Elevation 01 . East Elevation 0 2 4 ' ' 8' 4U ORIGINAL SCALE: 3/16" = 1 '-0" ORIGINAL SCALE: 3/16" = 1 '-0" Q c CD CAD B Ca- E F . _) cu —0 1 , __________L___________ , , , • — 1 1 , , , ,I I "' itzr1ue) i" I , , 1 1 , 141.1 ♦�♦ei, ►� i.��!�� .• STORAGE LOFT • Ni �oo! ''•i ��i��i�ii ��` o ;��•%&•••'...S l� �� 1.14. I 0 I I i- , STEEL AND CONCRETE STAIRS H I ��AA DESIGN/ BUILD _ O o ��.li_A CONCRETE TREADS: o O Fr „"..14 7" MAXIMUM RISE,AND 10" MINIMUM TREAD I I II I ISSUES & REVISIONS Adate by descrip. , , , ALJ I �� 0 2' 4' 8' 04. North Elevation o 2' 4' 8' 02. West Elevation ORIGINAL SCALE: 3/16" = 1 '-0" ORIGINAL SCALE: 3/16" = 1 '-0" ISSUED: APRIL 24, 2019 DESIGN DEVELOPMENT A2 0 HARRISON ROYCE ARCHITECTURE CORP, 2019 DO NOT REPRODUCE WITHOUT PERMISSION GENERAL STRUCTURAL NOTES: �" w SPECIAL INSPECTION PROGRAM per., z CODE REQUIREMENTS: C. WHERE THE AUTHORITY HAVING JURISDICTION OVER THIS PROJECT REQUIRES ADHERENCE TO ACI 318-11, W CONFORM TO THE 2012 INTERNATIONAL BUILDING CODE AS AMENDED BY THE 2014 OREGON STRUCTURAL SECTION D.9.2.2 INSTALLATION OF ADHESIVE ANCHORS IN HORIZONTAL TO VERTICALLY OVERHEAD ESTABLISHED PER 2012 IBC AS AMENDED BY THE 2014 OSSC SECTION 110 & CHAPTER 17 SPECIALTY CODE, REFERENCED HEREAFTER AS IBC. ORIENTATION SHALL BE DONE BY A CERTIFIED ADHESIVE ANCHOR INSTALLER (AAI) AS CERTIFIED THROUGH TEM CONTINUOUS N±KIODIC COMMENTS Z ACI AND IN ACCORDANCE WITH ACI 318-11, SECTION D.9.2.2. PROOF OF CURRENT CERTIFICATION SHALL BE F" DESIGN CRITERIA: SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF INSTALLATION. NOTE: THE GENERAL STRUCTURAL INSPECTIONS AS REQUIRED BY SECTION 110 , DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE IBC. IN ADDITION TO THE DEAD STATE OF OREGON DOES NOT CURRENTLY REQUIRE ADHERENCE TO ACI 318-11, SECTION D.9.2.2. FOOTING AND FOUNDATION RBNFORCEMENT BY BUILDING OFFICIAL E" O O LOADS, THE FOLLOWING LOADS WERE USED FOR DESIGN, WITH LIVE LOADS REDUCED PER IBC: SLAB RONFORCEMENT BY BUILDING OFFICIAL NON-SHRINK GROUT SHALL BE A PRE-MIXED COMPOUND CONSISTING OF NON-METALLIC AGGREGATE, CEMENT, WOOD FRAMING BY BUILDING OFFICIAL U �' FLOOR LIVE LOAD: 125 PSF WATER REDUCING AND PLASTICIZING AGENTS: CAPABLE OF DEVELOPING A MINIMUM COMPRESSIVE STRENGTH = r, o FINAL INSPECTION BY BUILDING OFFICIAL44 cry N o OF 2,200 PSI IN 48 HOURS AND 6,000 PSI IN 28 DAYS. GROUT SHALL BE MIXED AND APPLIED IN STRICT .o n S SEISMIC IMPORTANCE FACTOR le: 1.0 ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. = �, M SITE CLASS: D CONCRETE a-- c �, SDS = 0.729 CARPENTRY: REINFORCING SIZE AND PLACEMENT X IBC 1910.4,ACI 318: 3.5, 7.1-7.7 y or),^� SAWN LUMBER DESIGN IS BASED ON THE NATIONAL DESIGN SPECIFICATION. LATEST EDITION. SAWN LUMBER BOLTS TO BE INSTALL®PRIOR TO AND 3 O o O ALLOWABLE SOIL BEARING PRESSURE: 1,500 PSF (ASSUMED). SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD PRODUCTS ASSOCIATION DURING CONCRETE PLACEMENT WHERE C, - ii In GRADING RULES. UNLESS NOTED OTHERWISE ALL LUMBER SHALL BE 19%AT TIME OF FABRICATION AND DRIED ALLOWABLE LOADS HAVE BEEN INCREASED OR X BC 1908.5, 1909.1,ACI 318: 8.1.3.21.1.8 0 cl c V� qp O is EXISTING CONDITIONS: TO A MAXIMUM OF 15% BEFORE INSTALLATION OF GYP. BOARD AND OF BRICK VENEER AND VERIFIED BY THE WHERE STRENGTH DESIGN IS USED. H H a Ci THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS. THE GENERAL CONTRACTOR. ALL WOOD IN PERMANENT CONTACT WITH CONCRETE OR CMU SHALL BE PRESSURE INSPECTION OF ANCHORS INSTALLED IN CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES FROM CONDITIONS SHOWN ON TREATED UNLESS AN APPROVED BARRIER IS PROVIDED. GRADES SHALL BE AS FOLLOWS UNLESS NOTED X IBC 1909.1,ACI 318: 3.8.6,8.1.3,21.1.8 THE DRAWINGS PRIOR TO THE START OF THE WORK. OTHERWISE ON THE PLANS: HARDENED CONCRETE 5�Rl1CTUgq� VERIFY USE OF REQUIRED DESIGN MIX X IBC 1904.22, 1910.2-3,ACI 318: CH.4, 5.2-5.4 ��P R F fs TEMPORARY CONDITIONS: FRAMING ELEMENT SPECIES & GRADE PREPARATION OF TEST SPECIMENS IBC 1910.10 ASTM C 172,ASTM C 31 S� S/0 THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY OF THE NEW AND EXISTING (AT TIME CONCRETE IS SAMPLED PERFORM SLUMP X ACI 318:5.6, 5.8C.) ��GIN.E.6,, `�q! STRUCTURES AND WALLS DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN POSTS AND BEAMS 6x OR LARGER D.F. #1 OR BETTER ANDAIRCONTENT TESTS AND DETERMINE TBMP.) 13,089 DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY. CONCRETE PLACEMENT AND TECHNIQUES X IBC 1910.6-8,ACI 318: 5.9, 5.10 C f�} POSTS AND BEAMS 4x OR SMALLER D.F. #2 OR BETTER ! • MA INTENANCE OF SPECIFIED CURING X IBC 1910.9,ACI 318:5.11-5.13 OREGON SUBMITTALS: f G o Tl�llt'tKA TURES AND TECHNIQUES SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER PRIOR TO FABRICATION AND INTERIOR FLOOR JOISTS D.F. #1 OR BETTER EPDXY OR ADHESIVE ANGHOR PLACEMENT X CONTINUOUS WHERE INDICATED ON DRSWNGS �� C 1, 3,1018:1 i 20 QTY CONSTRUCTION REGARDING ALL STRUCTURAL ITEMS, INCLUDING THE FOLLOWING: EXPANSION OR SCREWANCCHOR PLACa'AENT X CONTINUOUS WHERE INDICATED ON DRAIMNGS �TyY MERE\'- _- WALL STUDS D.F. #2 OR BETTER CONCRETE MIX DESIGNS (PROVIDE BREAK TEST DATA FOR EACH SUBMITTED MIX WITH A MINIMUM OF 30 TEST EXPIRES: 12-31-20 SPECIMENS PER MIX), CONCRETE STEEL REINFORCING, EMBEDDED STEEL ITEMS, STRUCTURAL STEEL, PLATES AND SILLS D.F. #3 OR BETTER (KILN-DRIED) GLUED-LAMINATED BEAMS, AND PREFABRICATED WOOD JOISTS AND TRUSSES. NOTE THE SPECIAL INSPECTION PROGRAM FOR SOILS AND ANY FILE OR PIER FOUNDATIONS IS PER THE GEOTECHNICAL BLOCKING D.F. STANDARD OR BETTER ENGINEER, REFERENCE IBC 1705.6, 1705.7, 1705.8 AND 1705.9. IF THE SHOP DRAWINGS DIFFER FROM, OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS, THEY SHALL BE CLEARLY IDENTIFIED. ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE P.T. EXTERIOR JOISTS H.F. #2 OR BETTER DEFINITIONS: ARCHITECT/ENGINEER AND ARE SUBJECT TO REVIEW AND ACCEPTANCE BY THE ENGINEER. A. CONTINUOUS INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT ALL FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE TIMES OBSERVING THE WORK REQUIRING SPECIAL INSPECTION. DESIGN DRAWINGS, SHOP DRAWINGS, AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF ITEMS THAT COMPANY (OR ENGINEER APPROVED EQUAL)AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS AND ARE DESIGNED BY OTHERS SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN ATTACHED PER MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS UNLESS NOTED OTHERWISE. B. I-hHIODIC INSPECTION MEANS THAT THE SPECIA L INSPECTOR IS ON SITE AT TIME THE STATE OF OREGON, AND SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER OF RECORD PRIOR TO HANGERS NOT SHOWN SHALL BE SIMPSON HU OF SIZE RECOMMENDED FOR MEMBER. ALL FRAMING NAILS SHALL INTERVALS NECESSARY TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION FABRICATION. DESIGN SHALL BE BASED ON THE REQUIREMENTS OF THE IBC. THE FOLLOWING ITEMS SHALL BE BE COMMON NAILS. NO BOX NAILS ALLOWED. FASTENERS AND ACCESSORIES IN CONTACT WITH PRESERVATIVE IS IN CONFORMANCE vvn-H A Pl-h0V ED HH-0/11T PLANS A ND SPECIFICATIONS. LLI CONSIDERED DEFERRED SUBMITTALS: TREATED WOOD MUST BE HOT DIPPED GALVANIZED OR HAVE ZMAX COATING. ALL FASTENERS IN CONTACT WITH FIRE RETARDANT LUMBER MUST BE HOT-DIPPED GALVANIZED. DO NOT INSTALL 0.148"x 1 112" NAILS IN HANGERS A. PREFABRICATED WOOD JOISTS AND GIRDERS UNLESS SPECIFICALLY NOTED ON THE PLANS & DETAILS. NAIL CALLOUTS SHALL BE INTERPRETED AS FOLLOWS: (Y) B. STEEL STAIRS, GUARDRAILS. AND HANDRAILS NAIL CALLOUT DIAMETER LENGTH Z N N 8d COMMON 0.131" 2 1/2" PROVIDE THE SUBMITTALS DIGITALLY (PDF FORMAT) TO THE ENGINEER FOR REVIEW. NECESSARY 10d COMMON 0.148" 3" a) CORRECTIONS/COMMENTS WILL BE NOTED AND RETURNED. 16d COMMON 0.162" 3 1/2" 1 NON-STRUCTURAL DEFERRED SUBMITTALS SUCH AS ARCHITECTURAL, MECHANICAL. SPRINKLER, AND FIRE SHEATHING PANELS SHALL CONFORM TO THE REQUIREMENTS OF VOLUNTARY PRODUCT STANDARD PS 1 OR PS 2, ❑ O ALARMS SHALL BE PER THE PROGRAM OUTLINED ON THE ARCHITECTURAL DRAWINGS. OR APA PRP-108 PERFORMANCE STANDARDS. UNLESS NOTED, PANELS SHALL BE APA RATED SHEATHING, UJ EXPOSURE 1, OF THE THICKNESS AND SPAN RATING SHOWN ON THE DRAWINGS. INSTALLATION SHALL BE IN �- EARTHWORK: CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW 118" SPACING AT PANEL ENDS AND EDGES, UNLESS H 0 SEE PROJECT SPECIFICATIONS AND SOILS REPORT. OTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER. n/ CAST-IN-PLACE CONCRETE: ALL ROOF SHEATHING AND SUB-FLOORING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO ��++Q---- MIX DESIGN: PREPARE DESIGN MIXES FOR EACH TYPE OF CONCRETE. PROPORTION MIXES BY EITHER SUPPORTS, EXCEPT AS INDICATED ON THE DRAWINGS. ROOF SHEATHING SHALL EITHER BE BLOCKED, V LABORATORY TRIAL BATCH OR FIELD EXPERIENCE METHODS, USING MATERIALS TO BE EMPLOYED ON THE WORK TONGUE-AND-GROOVE, OR HAVE EDGES SUPPORTED BY PLYCLIPS. SHEAR WALL SHEATHING SHALL BE BLOCKED FOR EACH CLASS OF CONCRETE REQUIRED. FURNISH CERTIFIED REPORTS OF EACH PROPOSED MIX FOR EACH WITH 2X FRAMING AT ALL PANEL EDGES. NAILING NOT SPECIFICALLY IDENTIFIED ON THE DRAWINGS SHALL ' f. I— TYPE OF WORK OF THIS SECTION. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS, ALONG WITH TEST CONFORM TO IBC TABLE 2304.9.1. N DATA AS REQUIRED, A MINIMUM OF TWO WEEKS PRIOR TO PLACING CONCRETE. ALL MULTIPLE STUD OR SOLID POST POINT LOAD SUPPORTS TO EXTEND THROUGH ALL FRAMING BELOW TO SOLID t'^ ADMIXTURES: AIR ENTRAINING AGENT IN ACCORDANCE WITH ASTM C260 AND WATER-REDUCING ADMIXTURE BEARING AT FOUNDATION OR CARRYING GIRDER. PROVIDE FULL BEARING WITHIN JOIST SPACE AS REQUIRED. N— CONFORMING TO ASTM 494, USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, MAY BE INCORPORATED IN CONCRETE DESIGN MIXES. AN AIR-ENTRAINING AGENT CONFORMING TO ASTM 0260 GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH AMERICAN INSTITUTE OF TIMBER SHALL BE USED IN CONCRETE MIXES FOR EXTERIOR HORIZONTAL SURFACES EXPOSED TO WEATHER. THE CONSTRUCTION. AITC A190.1 AND ASTM D 3737. EACH MEMBER SHALL BEAR AN AITC OR APA-EWS IDENTIFICATION AMOUNT OF ENTRAINED AIR SHALL BE 5% - 7% BY VOLUME. FLY ASH SHALL CONFORM TO ASTM C 618 AND SHALL MARK AND BE ACCOMPANIED BY A CERTIFICATE OF CONFORMANCE. ONE COAT OF END SEALER SHALL BE BE LIMITED TO A 15% MAXIMUM BY CEMENT WEIGHT. APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR FIELD. GLULAM HANGERS NOT SHOWN SHALL BE SIMPSON EG. BEAMS SHALL BE VISUALLY GRADED WESTERN SPECIES INDUSTRIAL GRADE, AND OF THE CONCRETE WORK SHALL CONFORM TO ACI 301. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD STRENGTH INDICATED BELOW: 28-DAY CYLINDER TESTS PER ASTM 039, AND SHALL BE AS FOLLOWS: COMBINATION FOOTINGS: fc=3.000 PSI AT 28 DAYS. (MINIMUM CEMENT CONTENT = 470 LBS) DEPTH SYMBOL SPECIES USE W SLABS: fc=4,000 PSI AT 28 DAYS. (MINIMUM CEMENT CONTENT= 517 LBS) ALL 24F -V4 DF/DF (SIMPLE SPAN) 0 ABSOLUTE WATER/CEMENT RATIO BY WEIGHT: PREMANUFACTURED WOOD JOISTS AND OPEN WEB TRUSSES SHALL BE OF THE SIZE AND TYPE SHOWN ON THE Z DRAWINGS. MANUFACTURED BY THE TRUS JOIST MACMILLAN COMPANY, OR AN ENGINEER APPROVED EQUAL IN fc= 3000 PSI (0.54 NON-AIR ENTRAINED, 0.46 AIR ENTRAINED) ACCORDANCE WITH ASTM D 5055. PROVIDE BRIDGING IN CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. JOISTS AND TRUSSES SHALL BE DESIGNED FOR THE LOADS NOTED ON THE DRAWINGS. fc = 4000 PSI (0.50 NON-AIR ENTRAINED, 0.45 AIR ENTRAINED) JOISTS, TRUSSES. AND BRIDGING SHALL BE CAPABLE OF RESISTING A 5 PSF MINIMUM NET WIND UPLIFT UNLESS Ct OTHERWISE NOTED ON THE DRAWINGS. THE JOIST MANUFACTURER SHALL VISIT JOB SITE AS REQUIRED AND W SAMPLES FOR STRENGTH TESTS OF EACH CLASS OF CONCRETE PLACED EACH DAY SHALL BE TAKEN NOT LESS VERIFY THE PROPER INSTALLATION OF JOISTS IN WRITING TO THE ARCHITECT/ENGINEER. PREMANUFACTURED THAN ONCE A DAY, OR NOT LESS THAN ONCE FOR EACH 150 CUBIC YARDS OF CONCRETE, OR NOT LESS THAN WOOD JOIST ALTERNATES WILL BE CONSIDERED, PROVIDED THE ALTERNATE IS COMPATIBLE WITH THE LOAD Z ONCE FOR EACH 5.000 SQUARE FEET OF SURFACE AREA FOR SLABS OR WALLS. CAPACITY, STIFFNESS, DIMENSIONAL. AND FIRE RATING REQUIREMENTS OF THE PROJECT, AND IS ICC APPROVED. UJ ( HOT AND COLD WEATHER REQUIREMENTS FOR CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 318. IF SHOP FABRICATED PANELIZED WALL CONSTRUCTION IS USED ALL SPECIAL INSPECTION REQUIREMENTS SHALL v BE ENFORCED. THE SPECIAL INSPECTOR SHALL VERIFY THAT THE FABRICATOR MAINTAINS DETAILED J SLAB ON GRADE IS NOT DESIGNED AS A STRUCTURAL DIAPHRAGM. FABRICATION AND QUALITY PROCEDURES THAT PROVIDE A BASIS FOR INSPECTION CONTROL OF THE WORKMANSHIP AND THE FABRICATORS ABILITY TO CONFORM TO APPROVED CONSTRUCTION DOCUMENTS AND CONCRETE REINFORCING STEEL: REFERENCE STANDARDS. IN ALL CASES EXTERIOR GYPSUM SHEATHING SHALL NOT BE SHOP INSTALLED SO REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 FOR DEFORMED BARS, UNLESS OTHERWISE STRUCTURAL WALL SHEATHING NAILING CAN BE VERIFIED IN THE FIELD. NOTED. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING STEEL TO BE HOT DIP GALVANIZED SHALL CONFORM TO ASTM 767. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A82 AND A185. MECHANICAL: 1THE THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF ELECTRICAL EQUIPMENT, MECHANICAL, U REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH ACI 315 LATEST EDITION ("DETAILS AND PLUMBING. FIRE SPRINKLER, MACHINERY, AND ASSOCIATED PIPING WITH THE STRUCTURE. ANY CONNECTIONS DETAILING CONCRETE REINFORCEMENT"). TO STRUCTURE NOT CONFORMING TO SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION (SMACNA), OR SPECIFICALLY DETAILED ON THE MECHANICAL ENGINEER'S DRAWINGS, SHALL BE Ct UNLESS NOTED OTHERWISE ON THE DRAWINGS LAP SPLICE LENGTHS SHALL BE AS FOLLOWS: DESIGNED IN ACCORDANCE OF THESE GENERAL NOTES, BY AN ENGINEER REGISTERED IN THE STATE OF IOREGON, AND SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER PRIOR TO FABRICATION. U) NO. 6 AND SMALLER NO. 7 AND LARGER FOR fc = 3,000 PSI - LAP SPLICE LENGTH = 58 BAR DIAMETERS. 72 BAR DIAMETERS FLASHING AND WATERPROOFING: FOR fc =4,000 PSI - LAP SPLICE LENGTH = 50 BAR DIAMETERS. 62 BAR DIAMETERS ALL FLASHING AND WATERPROOFING SHALL BE BY OTHERS UNLESS NOTED OTHERWISE ON THE PLANS. REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS: STRUCTURAL OBSERVATIONS: STRUCTURAL OBSERVATIONS BY THE ENGINEER OF RECORD OR AN APPOINTED REPRESENTATIVE SHALL BE CONDITION: MINIMUM COVER: REQUIRED AT THE FOLLOWING TIMES DURING CONSTRUCTION: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" AFTER THE WOOD FLOOR SHEATHING AND FLOOR STRAPPING HAS BEEN INSTALLED, PRIOR TO COVERING WITH ANY MATERIALS. CONCRETE EXPOSED TO EARTH AND WEATHER: NO.5 BAR, W31 OR D31 WIRE AND SMALLER 1 112" THE CONTRACTOR SHALL NOTIFY THE ENGINEER (4) FOUR DAYS PRIOR TO THE COMPLETION POINT REQUIRING SITE OBSERVATION. Cr CONCRETE AND CMU ACCESSORIES: Z HEADED STUD ANCHORS (H.S.A.) SHALL BE AUTOMATICALLY WELDED WITH THE MANUFACTURER'S STANDARD INSPECTION: L7 EQUIPMENT IN STRICT ACCORDANCE WITH THEIR RECOMMENDATIONS. SPECIAL INSPECTIONS: IN ACCORDANCE WITH SECTION 1704 OF THE IBC AND APPLICABLE SECTIONS OF THE > PROJECT SPECIFICATIONS. SPECIAL INSPECTIONS ARE TO BE PERFORMED BY AN INDEPENDENT TESTING CONCRETE SCREW ANCHORS SHALL BE "HILTI KWIK HUS-EZ" (OR ENGINEER APPROVED EQUIVALENT) INSTALLED LABORATORY EMPLOYED BY THE OWNER FOR THE AREAS INDICATED IN THE SPECIAL INSPECTION PROGRAM. PER MANUFACTURER'S GUIDELINES AND CURRENT ESR REPORT. T.m. RIPE Y ©CONSULTING ENGINEERS INC. THE CONTRACTOR AND SPECIAL INSPECTOR SHALL NOTIFY THE ENGINEER OF RECORD OF ANY ITEM NOT 2019, ALL RIGHTS RESERVED CONCRETE EPDXY/ADHESIVE ANCHORS SHALL BE INSTALLED WITH "HILTI HIT-RE 500 V3" (OR ENGINEER COMPLYING WITH THE PROJECT SPECIFICATIONS AND/OR APPLICABLE CODES BEFORE PROCEEDING WITH ANY THESE DRAWINGS ARE THE PROPERTY OF APPROVED EQUIVALENT) INSTALLED PER MANUFACTURER'S GUIDELINES AND CURRENT ESR REPORT, AND SHALL WORK INVOLVING THAT ITEM. THE ENGINEER OF RECORD WILL REVIEW THE ITEM AND DETERMINE TM RAREFY TO $E USG ENGINEERS ICED AND ARE NOT TO E USED DR REPRODUCED MEET THE FOLLOWING CRITERIA: ACCEPTABILITY. IF WORK INVOLVING THAT ITEM PROCEEDS WITHOUT THE APPROVAL OF THE ENGINEER OF IN ANY MANNER ExCEPT NTH THE PROPER RECORD THEN THE WORK WILL BE CONSIDERED NON-COMPLIANT. WRITTEN PERMIssICN OF TM_ RIPPEr A. ADHESIVE ANCHORS SHALL BE INSTALLED BY QUALIFIED PERSONNEL TRAINED TO INSTALL ADHESIVE CONSULTING ENGINEERS INC. ANCHORS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND WITH STRICT ADHERENCE TO THE PRECONSTRUCTION LOAD TESTS DATE: 04-17-19 PROVISIONS WITHIN THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. SEE SECTION 1714 DRAWN BY:JSC B. AT THE TIME OF ANCHOR INSTALLATION. IN ACCORDANCE WITH ACI 318-11 SECTION D.2.2, ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS. QUALITY ASSURANCE PROGRAM CHK'D BY: TMR/KMJ SEE SECTION 1705 THRU 1707 AMENDED BY OREGON. SHEET S 1 N 0 OF 4 TMR PROJECT No.: 18323 LA FOUNDATION PLAN KEYNOTES: >xw W r - - - � © 1. (1) #7 HAIRPIN WITH 6'-0" MINIMUM EXTENSION INTO SLAB, 1" CLEAR FROM TOP OF SLAB. REMOVE ai W �` I I (E) SLAB AS REQUIRED TO INSTALL. CONTINUE (E) W.W.F. 2'-0" INTO (N) CONCRETE SLAB1-1 - 1®1 \ • -7 ----- 2. (1)#5 HAIRPIN WITH 4'-0" MINIMUM EXTENSION INTO SLAB, 1" CLEAR FROM TOP OF SLAB. • ,. I 0 • I 3. (1) #4 HAIRPIN WITH 3'-0" MINIMUM EXTENSION INTO SLAB, 1" CLEAR FROM TOP OF SLAB. z L _ _ _I 0 I o i — _ 4. EXISTING 2'-0"x 2'-D"x 1'-3" FOOTING WITH (3) #4 EACH WAY. L) 5. EXISTING 6" SLAB WITH WIRE MESH r/ No 0 'C � rn� Q 7 6. EXISTING 5'z" CONCRETE WALL. v c m �.- > o ,_ 7. WHERE REMOVED, PROVIDE 6" SLAB WITH#4 @ 2'-0" 0/C EACH WAY, SEE DETAIL 3/S3.1 FOR = (a CONNECTION TO (E) SLAB. O "o un -6 ai .. 8. BEARING / SHEARWALL I�//////] : 2x6 D.F. #2 STUDS ALIGNED WITH FLOOR JOISTS ABOVE (2'-0" 0/C .1:4.2 MAX.) WITH 716" STRUCTURAL#1 PLYWOOD SHEATHING ON (1) SIDE OF WALL AND 8d COMMON n F" a w -- NAILS @ 6" 0/C AT ALL SUPPORTED PANEL EDGES AND 1'-0" 0/C FIELD NAILING. BLOCKING IS _ F REQUIRED AT ALL UNSUPPORTED EDGES. PROVIDE iia"P x3" EMBED HILTI 'KWIK HUS-EZ' SCREW 0 \ ANCHORS @ 4'-0" OIC MAXIMUM IN 2x SILL PLATE, SEE DETAIL 51S3.1. ,\scO PROffs4 9. SIMPSON PANEL PER A/S3.2. �,c.'� cs� INE�'R O4' 13,089 10. SIMPSON 'DTT2Z' HOLDOWN WITH ';2" x3" EMBED. THREADED ROD IN HILTI 'HIT-RE 500-V3' EPDXY = y�' ADHESIVE, SEE DETAIL 4/53.1. til I -1111 OREGON 11. (2) 2x6 D.F. #2 STUDS WITH 10d NAILS @ 6" 0/C, STAGGERED AT GL BEAM. IA Gly 1 2 �� © 12. 2x12 STRINGER @ 1'-4" 0/C WITH 2x6 STRONGBACK EACH SIDE OF STRINGER. OTyY MERR��N�\� I—I I 13. 2x6 @ 1'-4" OIC BEAR WALL STUDS AT ENDS AND MID-SPAN OF STAIRS. I EXPIRES: 12-31-20 I 0 I 14. BEARING /SHEARWALL: 2x6 D.F. #2 @ 1'-4" 0/C WITH (2) 'WSW 18x7' STRUCTURAL PANELS. 15/32" STRUCTURAL PLYWOOD SHEATHING ON (1) SIDE OF WALL AND 1 Dd COMMON NAILS AT ALL PANEL EDGES AND 10d COMMON NAILS @ 1'-0" 0/C FIELD NAILING. BLOCKING REQUIRED AT ALL L — — I UNSUPPORTED EDGES. 15. 6x6 D.F. #2 POST WITH SIMPSON 'PC6Z' POST CAP. USE ?4" SHIMS EACH SIDE OF BEAM. 7 D _ H 1 O NOTES: UJ - VERIFY ALL CONDITIONS WITH ARCHITECTURAL DWGS. DIMENSIONS NOT SHOWN ARE PER ® D / 0 APPROVED ARCH'L DWGS. RESOLVE ANY DISCREPANCIES WITH THE ARCHITECT PRIOR TO Q MP / BIDDING OR CONSTRUCTION. z N / N C Z 1%.#8,40N Lu ct LLI 0 t ® / / m Q L�'i 0 ' Q Cl3 Ur / / \ 7} F— r*, ' / / 6 N / /// N- 3.1 Ir. / / 0 , 7 ––-1 4:1— — —I / / ,.D i H I O © ... 13 ., I \ I L _ j. 0 E / . , , , , , , 10 1D o , 0 z Q 14 J CL ® ; 0 z TYP. 0 7 © 3. B — 1 1 Q I I Q L ––� 11 0 / / 1 z /i / I' n � D 0 J� CONCRETE FOOTING SCHEDULE: 0 / / LENGTH WIDTH DEPTH LONGITUDINAL TRANSVERSE LL / / EXTERIOR MK' "L" "W' "D" REINFORCING REINFORCING REMARKS i — STAIR BY 0OTHERS ---- ---- A6'-8" 6'-8" 1'-6" CENTER UNDER COLUMN // (9) #5 x 6'-2" BOT. (9)#5 x 6'-2" BOT. o En 947/ i L CB) 5'-9" 5'-9" 1'-6" CENTER UNDER COLUMN 1 © ® (7) #5 x 5'-3" BOT. (7)#5 x 5'-3" BOT. -, 2 r TYP. ��7� . T III F II it --- - - — 0 4'-8" 4'-8" 1' 6" - CENTER UNDER COLUMN _ 1 — J L — — (6) #5 x 4' 2" BOT. (6) #5 x 4'-2" ROT. 14 —, — © � (D> 3'-0" 3' 0" 1'-2" CENTER UNDER COLUMN -1I I I 0 I A OD (3)#5 x 2'-6" BOT. (3)#5 x 2'-6" BOT. 1 I I I ----�, 1 I I I L I 1 I I I — 0 4'-0" 2'-0" 1'-0" CENTER UNDER 'WSW' ANEL A _ I J I I I L _1 L _ _ 1 _... 1 0 2'-9" 2r-9" 1-0" CENTER UNDER COLUMN Z I I (3) #5 x 2'-3" BOT. (3)#5 x 2'-3" ROT. Ak NOTES: W SIM. - BOTTOM (BOT.) BARS ARE 3" CLEAR FROM BOTTOM OF FOOTING. c� 19'-53" "r3' 14' 41" 18'-81" TM. RIPPEY 4 2 4 - THE THICKER FOOTING GOVERNS AT FOOTING INTERSECTIONS. PLACE ALL REINFORCING FOR BOTH FOOTING ©coNSULTINc ENGINEERS INC. �' j I' TYPES AT INTERSECTION.' 2619. ALL RIGHTS RESERVED 52'-61„ THESE DRAWINGS ARE THE PROPERTY OF 2 OVER-EXCAVATE AND REPLACE NATIVE SUB-GRADE WITH COMPACTED CRUSHED STRUCTURAL FILL (XX" MINIMUM N RIPPEY CONSULTING ENGINEERS INC. / DEPTH) IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH THE PROPER - VERIFY AND COORDINATE TOP OF FOOTING ELEVATIONS WITH ARCHITECTURAL DRAWINGS, CIVIL DRAWINGS, SITE WRITTEN PERMISSION OF T M RIPPEY 0 0 s7 �] 4 CONDITIONS, AND OTHER TRADES. CONSULTING ENGINEERS INC. DATE: 04-17-19 • DRAWN BY:JSC CHK'D BY: TMR/KMJ SHEET 1 S2 • OF 4 TMR PROJECT No.: 18323 FOUNDATION PLAN KEYNOTES: 7-0 cn gl w z 1. 14"TJI 560 TRUS-JOIST @ 2'-0" 0/C MAXIMUM. PROVIDE SIMPSON 'MIT'TOP FLANGE HANGER AT Z BEAM. 0 z I 2. 14" TJI 560 TRUS-JOIST @ 1' 4" 0/C MAXIMUM. PROVIDE SIMPSON 'MIT'TOP FLANGE HANGER AT BEAM. -j 3. GL5'r2x14FLUSH BEAM. H O 8 U a2 4. HSS 8x8 PROVIDED BY M.B.S. 0 o \ 5. 34"THICK 4'-0" x 8'-0"APA SPAN RATED 48/24 PLYWOOD OR OSB SHEATHING WITH 8d NAILS @ 6" 0/C C',1 8 o AT ALL SUPPORTED PANEL EDGES AND 1'-0" 0/C FIELD NAILING. 4 c 4 r;, r , o GQ ur-i '71- 6. GL 5 Y2 x 13 Y2 HEADER, SEE A/S3.2. 6- o 7. SIMPSON 'CS16' x8'-0" STRAP WITH 10d COMMON NAILS CENTERED ON WALL. PROVIDE 3x BLOCKING o[ AT STRAP. H •— H• s ` - aw NOTES: C-E) A Vaagraltt - VERIFY ALL CONDITIONS WITH ARCHITECTURAL DWGS. DIMENSIONS NOT SHOWN ARE PER .0,9 V ROFfsfi APPROVED ARCH'L DWGS. RESOLVE ANY DISCREPANCIES WITH THE ARCHITECT PRIOR TO �� 1G1NE� 091 BIDDING OR CONSTRUCTION. 13,089 TA OREGON ' G .--A 64 C p 1 1, 2'� Q`' �07Hy MERRII�`(\Q -;p I EXPIRES: 12-31-20 I Ca) A - w < cr) Q N 2 W Et \\\ ,�3.1 H ��❑/ LL o +,� o V, X11 \ ID1 9 sr I ‘ KW # N 0 ,--- e ,s di t 1:* . U II I I II 2 ; II 11 II II II LI 1 I _ II I II I I ' I Z I O 0 -- -- ...I-1� Q in J ' CL 1III 0 Aft tf _I- Z [T1 .1 EXTERIOR Et STAIR BY OTHERS LL I® - 0 I d — w -r z II Z I , Q 41611 1 N 1 N 0 • III ".' 11 2 b 11 - En1 r 1Ii J 1 3 3.1 I I i T AF II I- LI FEII AM 0 z TP 0 19' 54" 14'-42" 18'-84" - -- --- T.M. RIPPEY O CONSULTING ENGINEERS INC. 2019, ALL RIGHTS RESERVED 52'-612-' THESE DRAWINGS ARE THE PROPERTY OF TM RIPPEY CONSULTING ENGINEERS INC. AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH THE PROPER o 0 0 WRITTEN PERMISSION OF T.M. RIPPEY �� CONSULTING ENGINEERS INC. DATE: 04-17-19 DRAWN BY:JSC NORTH CHK'D BY: TMR/KMJ -- SHEET MEZZANINE FRAMING PLAN I 2' 4' /4r;-° S2.2 it SCALE: 114" = 1' 0" S■ S2 • 2 OF 4 TMR PROJECT No.: 18323 v rx Lt W z 41, 0 a w r COORD. W/ M.B.S. COORD. WI M.B.S. �'I' / i H I BUILDING PANEL BUILDING PANEL `n PER M.B.S. I • FRAME BY M.B.S. • FRAME BY M.B.S. ZO S PER M.B.S. I' r (4)ASTM A36 ANCHOR RODS W/ \ ,..1,77, - (E) (4)ASTM A36 ANCHOR RODS W/ = N 0 DBL. NUT AND 112x$x0' 8" PLATE NEW BEARING/ N DBL. NUT AND 1/2x$x0' $" PLATE "2 r-- rz o AT BOTTOM. ANCHOR DIAMETER SHEAR WALL - NEW SIMPSON HOEDOWN cl , AT BOTTOM. ANCHOR DIAMETER PER PLAN WHERE OCCURS PER PLAN �, C AND SPACING PER METAL BUILDING - A AND SPACING, MATCH EXISTING. o°r� 7'-0"± SUPPLIER ANCHOR BOLT PLAN. �, 0„ a, o O '-'2 r (VERIFY) (E) 5'�2" CONC. (VERIFY) . • NEW P.T. SILL PLATE 3 - o� WALL. HAIRPIN PER PLAN W/ANCHORS PER PLAN a0 o (NO WALL AT SIM. COND.) (4) #4 WI HOOK EACH (E) 5 Yz" CONC. N) 6" CONC. SLAB I AND PL WASHER 114x3x0' 3" N H a w T/SLAB /- END AT EACH COL. WALL. ,- (E) CONC. SLAB (E} CONC. SLAB PER PLAN (E) CONC. SLAB _ / AT EACH ANCHOR r 1' TISLAB RUCT %%�� 4 ;`%� :%i ' - ////// //. ////l - _ -- 7pyo �i�i, 2 CER. ! y I ° ° Q 1 Tom' ///J' • �I// lir. / \� QED F[ JO 1' 0" }�;" ° H. II • V-0" VV4''•j` f�/ /./ .1 , 6 Q , r S s TIFTG. a 4 I1 °I 1 a V t�~cc� �� c�c �'l '� I �ZyGIN�� 9! U / / 13,089 2" r o a I II 7 ° 1///: /f/ e� COMPACTED 1 CRUSHED ROCK �- CLR. ° ° • I % 4 ° I,/ IN ACCORDANCE W/SOILS CONTINUE (E)W.W.F. 2' D" m. D' PER o ° ° 1111 • ,, / REPORT, TYP. INTO (N) CONC. SLAB OREGON 21‘11 CONCRETE 4 11 II a ...A e'G� 00 FT'G SCHED. 4.a I I I I ° ° #4 x3'-0"W/6" EMBED. INTO �ypT r 1, �Qy`` d 6 1 a ., ° 4 11 Ii �� ° (E) CONC. 2' 0" 0/C IN yY 1.` LR. �% a >: HILTI 'HIT-RE 500-V3' ./ EPDXY —' EXPIRES: 12-31-20 a 1'-6" /• / 'W PER CONCRETE FT'G SCHED. (E) CONC. FOOTING / 1 FOOTING SECTION 2 FOOTING SECTION 3 CONSTRUCTION JOINT 4 SECTION S3.1 SCALE: 3/4" = 1'-0" S3.1 SCALE: 3/4" = 1'-0" 53.1 ;^.5230 SCALE: 3/4" = 1'-0" S3.1 " 8,_32,_ -C z SCALE: 1" = 1'-0" W Q Cr) ZC\I Q 0) 2x12 CONT. STAIR W STRINGER PER PLAN - r �� %" PLYWOOD SIMPSON 'A35' CLIP W RISER TYP. x STWIRINGER AND (6) 0 I- 1 '%e" PLYWOOD 1 3"4° LSL RIM JOIST 10dx3" HEADER / TREADS, TYP. ,��/ /////, 7 2x6 STRONGBACK PLY'WD FLR' SHT'G 11" MIN. r� Q x EACH SIDE OF PER PLAN / / vJ V STRINGER k 4,. (///////// /✓// X ////// ✓////:/1/ ) �� I— NEW BR'G/SHEAR _ l ; 7.6x6 POST PER PLAN , (3) 16d AT EA. ,'.I N WALL PER PLAN. / r STUD, TYP. MAX. SIMPSON 'ABA66' BASE STAIR STRINGER �z � " ✓✓//////)J_ r P.T. 2x PLATE W/ANCHORS PROVIDE 'GRACE VYCOR' ✓ PROVIDE SIMPSON 2x STIFFENER PER PLAN AND PL. WASHER W/5/8"0 x5" EMBED. - SAW CUT(E) VAPOR BARRIER BETWEEN PER PLAN x7 'A35'AT EA SIDE OF EACH SIDE OF TJI x x x 1/4x3x0" 3"AT EACH ANCH. SCREW ANCH. SLAB WOOD FRAMING AND CONC. PLYWOOD EA. STRINGER �X i v z///////✓a ai (E) CONC. SLAB, SIMPSON 'A34' 1 "TREAD, TYP. - � PLYWOOD SHEATHING CONNECTION N X im (E) CONC. SLAB N TO EACH STRINGER EACH SIDE OR 2x6 HORIZ. /� FLR JOISTN F, -. , I A 'I 7 BLK'G @ 4'-0" 0/C -- .- PROVIDE 2x DOUBLE ._Y- PER PLAN . 7 a, -� ° ° t ✓✓/' --�� SIMPSON 'LS50' 77/./ �. ed_ ° P.T. 2x6 KICK PLATE BETWEEN k/ 4 ' Q, a ° ° + ,/ TOP PLATE \ COv 1 ° 4 STRINGERS WI(2}%2"� x2 3'a' a 4 EMBED HILTI 'HUS EZ' SCREW x P.T. 2x6 SILL PLATE W/(2) _ EACH SIDE 3" \\ • • 4e ° X x 2x6 STRONGBACK EACH 1'2'4 x 2 34" EMBED HILTI 'HUS EZ' 2x6 NAILSSTROA BACK W/(6) —I CER. ANCHORS PER PIECE r \///ix SIDE W/(6) 10d NAILS AT NOTE: x SCREW ANCHORS (1)ANCHOR LSL BLK'G 10d NAILS AT EA. END & PER 12/S3.1 1'-0" 0/C, STAGGERED, (E) CONC. SLAB A EA. END & @ 1'-0"0/C, EA. END OF WALL 2x6 PONYWALL, @ INSTALL SILL PLATE ANCHOR 2" MINIMUM AtIL STAGGERED LOCATE PER PLAN. ALIGN SEE DETAIL 4/53.1 FOR END I— FROM EXISTING SLAB CONSTRUCTION OR STUDS WI STRINGERS AND NAIL SPACING. w CONC. FT'G PER PLAN 2,2 (E) CONC. SLAB PROVIDE DOUBLE STUD STUD WALL F 0 CONTROL JOINT. r.,� UNDER CENTER STRINGER PER PLAN • 2 0 5 WALL CONN TO SLAB SECTION 6 FOOTING SECTION 7 STAIR SECTION 8 STAIR SECTION 9 STAIR SECTION z S3.1 8323-05 SCALE: 3/4" = 1'-0" S3.1 8323--0E SCALE: 3/4" = 1'-0" S3.1 SCALE: 1" = 1'-0" = 2 53.1 `832vi_ .C8 SCALE: 1" = 1'-0" S3.1 SCALE: 1" 1'-0" NQ J Q I D U D Ct REFER TO ARCH. DWG'S - I-- i' v a HANDRAIL OO PER ARCH. ' SIMPSON STRAP I SIMPSON 'A35' @ 2'-0" 0/C WHERE REQUIRED FLR. SHTG PER PLAN PER PLAN FLR SHTG PER PLAN E FLR SHTG PER PLAN 13/4" LSL RIM JST WI 10d @ 6" OIC i -74 (..1 FLR SHTG PER PLAN 0 (2) 10d NAILS AT 1--L 11 •, 13/4" LSL RIM JST WI F T&B EACH BLKG. 2x6 STUDWALL 118" PLY'WD TREAD 4" 0/C - GLUED AND SCREWED STBYDM.B.S. AT T&B OF4EACH JOIST �� —� © IL TO EACH STRINGER T.M. RIPPEY ©CCNSULTLNG ENGINEERS INC. 4-:\ 1 %4" LSL RIM JOIST WI a,9, n�� RFCHTsESERVEo v//f✓✓,-//////✓✓✓///✓/✓/// ✓/✓✓//✓✓: ✓,'✓/✓/✓////✓/. 16d @ 8"0/CTHESE DRAWINGS ARE THE PROPERTY OF — FLR JST /4 \ (2) 0.148"0 P-NAILS AT TOP ILPER PLAN JOISTS PER PLAN AND BOTTOM OF EACH TM RIPPLY CONSULTING ENGINEERS INC. F /� 16d 8" 0/C �„ g JOISTS PER PLAN AND ARE NOT TO BE USED OR REPRODUCED • I / @ t \, JOIST IN ANY MANNER EXCEPT 1MTH THE PROPER S/a" PLY'Wp I ► 1 x'.17.71 JOIST BLOCKING, \` WRITTEN PERMISSION OF T M. RIPPEY SPACER = 'gis DBL 2x TOP PL.'S, SPLICE ' • IF- :,� TYP. DBL 2x TOP PL.'S, SPLICE I - 3, CONSULTING ENGINEERS INC. F WI(2} ROWS OF (9} 10d 1 %2" LSL BLKG @ 2' 0" OIC WI W/ (2) ROWS OF (9) 10d 2x NAILER W/ e'THRD. FLR JST PER PLAN WI 0.148 S0 @ 3" OIC AT FLR SHTG, COMMON (D.148"0 x3") H.S.A. @ 2'-0" 0/C DATE: 04-17-19 COMMON (0.148"0 x3"} DBL 2x TOP PL.'S, SPLICE WOOD STUD BR'G WALL DRAWN BY:JSC NAILS (2) 0.148"(�AT DBL Pt. W/ (2) ROWS OF (9) 10d f SIMPSON 'ITS' HANGER AT JSTS PER PLAN. ALIGN STUDS NAILS FLR JST PER PLAN - HSS 8x8 BY M.B.S. 2x12 CUT STRINGER W/ COMMON (0"148"0 x3") / (2) 'ITS' P-NAIL AT DBL PL. W/JOISTS ABOVE. WALL CHKD BY: TMR IKMJ \--- SIMPSON 'A35' @ 1'-4" 0/CSHEET 2x6 STRONGBACK EACH STUD WALL NAILS COVERING PER ARCH SIDE W/ NAIL'G PER 9/S3.1 PER PLAN STUD WALL PER PLAN WALL SHTG 2x12 CUT STRINGER W/ WALL SHTG PER PLAN - (3) 16d AT EACH STUD PER PLAN -- V S3 . 1 10 SECTION AT STAIR 11 TYP. EXT. WALL AT PERP. JSTS. 12 WALL AT PARALLEL JOISTS 13 FRAMING DETAIL 14 MEZZANINE JOIST 1 HSS 8X8 CONN. OF 4 S3.1 • 18323-10 SCALE: 1" = 1'-0" S3.1 SCALE: 1" = 1'-0" S3.1 18325-" SCALE: 1" = 1'-0" S3.1 SCALE: 314" = 1'-0" S3.1 SCALE: 1" = 1'-O" TMR PROJECT No.: _ 18323 1 E/) w p Q W TP 0 IF z TI PLATE PI* , 8-10„ 1 , 11 II 11 II 1 11 II [1 ,771 —di', p,d 0 I „ I ;; � . 3 O S U - i 0 0 �, s U I ' eo `I' t- 0 0 I © L 1 ic4 el CI)a.i = 4r� �. 3. > o ,� I 'Ii -- ATTACH WOOD FURRING ant 0S' M I /,, O Ii BM PER PLAN — _ BIT'WSW PANEL AND WSW TOW W/ 16d COMMON ai SIMPSON 'STRONG WALL' © i = r . , IL NAILS. (2) ROWS @ 3” 0/C o' a >e PER ELEVATION A/S3.1 �o .� • {•_T:.I• ! MIN. BLOCK SIZE 2" x11 7/8" F" 0. w • 1 x DISTANCE BTT SHIMS. SOUTH ELEVATION KEYNOTES: T ATTACH SIMPSON 'WSW-TOW * . ' ' ._— BM PER PLAN 5��vcTu�qt — — PLATES TO HDR AND SIMPSON • NOTE: �catO PR0ffsf� 1. STUD WALL PER PLAN. - HEX NUT AND STRUCTURAL 'WSW PANEL BOTH SIDES W/ I I . •� ATTACH SIMPSON 'WSW-PK' PORTAL STRAP AND �V\5 ��IN �� 0 FOOTING WASHER. SNUG TIGHT FIT 10dx 212" NAILS MIN. II III PORTAL STRAPS TO BM AND STRAP NAIL'G NOT l 2. SIMPSON 'WSW18x7' PANEL PLACED FLUSH TO EXTERIOR OF 2x6 STUDS. PER PLAN ... • / SIMPSON 'WSW PANEL BOTH SHOWN FOR CLARITY 13.089 ATTACH TO HEADER PER DETAIL 2/S3.2. ATTACH TO FOOTING PER DETAIL SIDES. (4) TOTAL W/ 10dx 2 12" —I m 1/S3.2 1 " —df NAILS MIN. rM OREGON o 3. GL HEADER. ATTACH SHIM W/(2) ROWS '.$"O x8" EMBED CAST IN ANCH. WOOD FURRING BLOCK —////:11— x x —4 OF 16d COMMON NAILS @ �� t p II' �4 `14e. ,' -'07 BOLT. (2) PER SIMPSON 'WSW — SIMPSON 'STRONG WALL' 3" 0/C STAGGERED MIN. �Oj4r MHR(>11N%\ 4. DBL 2x6 BEARING STUDS AT OPENING. — __ PER ELEVATION AIS3.1 SHIM SIZE OF 2 x 5 14 x 3'-6" >m ,� PANEL. ..------ NOTES: ___ - NOTES: WOOD SHIM — —I 1 EXPIRES: 12-31-20 I - DIMENSIONS SHOWN ARE BASED ON ROUGH FIELD MEASUREMENTS. SECTION VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. STANDARD TOP CONNECTION A FRAMING ELEVATION 1 SIMPSON 'WSW' BASE CONN. 2 SIMPSON 'WSW' TO HEADER CONN. S3.2 SCALE: 1/4" = 1'-0" S3.2 SCALE: 1"= 1'-0" S3.2 SCALE. 1" = 1'-0" W < co Z N Q F.\..2 2rn W cK W_ H ❑ U) � 0 7r IN N— CD J Z Q 2F- Q W fY ❑ LL ❑ J Z < Q Ct Z DO U I— rI w W w z z 0 T.M. RIPPEY CONSULTING ENG+NEERS INC 2019, ALL RIGHTS RESERVED THESE ORAVANGS ARE THE PROPERTY OF TM RIPPEY CONSULTING ENGINEERS INC. AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT MTH THE PROPER WRITTEN PERMISSION OF T.M RIPPEY CONSULTING ENGINEERS INC. DATE: 04-17-19 DRAWN BY:JSC CHK'D BY: TMR/KW SHEET S3 . 2 OF 4 TMR PROJECT No.: 18323 RECEIVED OCT 8 2019 CITY OF TIGARD BUILDING DIVISION Drawing Index Builder Contractor Responsibilities U Drawing Validity - These drawings, supporting structural calculations and design certification are I Page Description based on the order documents as of the date of these drawings. These documents describe the r— �� material supplied by the manufacturer as of the date of these drawings. Any changes to the order GARCO BUILDING SYSTEMS �� Fl Anchor Rod documents after the date on these drawings may void these drawings, supporting structural calculations and design certification. The Builder/Contractor is responsible for notifying the building G .,:Efig, 0 GARFIELD RD 2714 S. F2-F3 Anchor Rod Details authority of all changesto the order documents which result in changes to the drawings, supporting ., AIRWAY HEIGHTS, WA 99001 F4-F5 Reaction Drawings structural calculationstionsand and design certification. Builder Acceptance of Drawings - Approval of the manufacturer's drawings and design data affirms that the manufacturer has correctly interpreted and applied the requirements of the order PHONE (800) 941—2291 El Cover Sheet documents and constitutes Builder/Contractor acceptance of the manufacturer's interpretations of the order documents and standard product specifications, including its design, fabrication and quality ______ I E2 Primary Steel BLDGA criteria standards and tolerances. (April 2010 Section 4.4.1) FieldServices©GareoBuildings.com I E3 Roof Framing BLDGA c 0 E4 Roof Sheeting Code Official Approval - It is the responsibility of the Builder/Contractor to ensure that all project I E5 Sidewall BLDGA WALLSWA plans and specifications comply with the applicable requirements of any governing building authority. m The Builder/Contractor is responsible for securing all required approvals and permits from the I E6 Sidewall BLDGA WALLSWC 4 appropriate agency as required. NENGINEERING DESIGN CRITERIA PROJECT NOTES E7 Endwall BLDGA WALLEWB cosi Building Erection - The Builder/Contractor is responsible for all erection of the steel and associated E8 Endwall BLDGA WALLEWD work in compliance with the Metal Building Manufacturers drawings. Temporary supports, such as E9 Endwall BLDGA WALLEWDS CC LWi temporary guys, braces, false work or other elements required for erection will be determined, Mater I a t propert 1 es of steel bar, pplate, and sheet used I n the fabr i cat 1 on 13uI lding Code 2014 OREGON of buIlt-up structural framing members conform to ASTM A529, ASTM A572, I El 0-E15 Main Frame Cross Sections 0 furnished and installed by the erector (April 2010 Section 7.10.3) (CSA/S16-09 Section 29). Bu i id I ng Risk Category Normal (R I sk Category I I) ASTM A1011 SS, or ASTM A1011 HSLAS with a minimum yield Lu Roof Dead Load point of TM A91, 5 Mater i a l ,propert I es of hot ho l l m i structure i shapes conformI to ASTM A992, E16 Portal Frame Cross Section 12 Discrepancies - Where discrepancies exist between the Metal Building plans and plans for other Super I Mposed 2, 67 psf ASTM A529, or ASTM A572 with a m 1 n I mum spec I f t ed i e l dW trades, the Metal Building plans will govern. (April 2010 Section 3.3) Col l atera i 5. 50 psfP o pA I TM of m i km 1, Connection DetailSWA P Hot rolled angles, other than flange braces, conform to ASTM 36 minlmum. (0, 00 psf Ceiling 5. 50 psf Other) Hollow structural shapes conform to ASTM A500 grade B, minlmum yield E17 Connection co Materials by Others - All interface and compatibility of any materials not furnished by the Roof L 1 ve Load 20. 00 psf no reduction pot nt 1 s 42 ks 1 for round HSS and 46 ks I for rectangu lar HSS, I E18 Iso Trim m o manufacturer are the responsibility of and to be coordinated by the Builder/Contractor or A/E firm. Material properties of cold-formed light gage steel members conform to 4 Unless specific design criteria concerning any interface between materials if furnished as a part of Snow the la se 1, ASTMnAs of ASTM de011 SS Grade A6 ASTMS Gr1 HSLAS lass 55 Ground Snow Load ace 10, 00 psf Class 1, ASTM A653 SS Grade 55, or ASTM A653 HSLAS Grade 55 Class 1 0 the order documents, the manufacturers assumptions will govern. Snow Load Importance Factor (I) 1. 00 w I th a min 1 mum y i e td po 1 nt of 55 ks i. For Canada, material properties c Flat Roof Snow Load (Pf) 10. 00 psf (per code) conform to CAN/CSA G40. 20/G40. 21 uiva or e lent, e Modification of the Metal Building from Plans - The Metal Building supplied by the manufacturer has M i n i mum Roof Snow Load (Pf) , , 25. 00 psf (used I n des i gn) q ;q been designed according to the Building Code and specifications and the loads shown on this Snow Exposure Factor (Ce) , , , . 1. 00 Bolted joints with A325 Type 1 bolts greater than drawing. Modification of the building configuration, such as removing wall panels or braces, from Thermal Factor (Ct) 1. CO 1/2' d I ameter are spec i f i ed as pre-tens I oned Jo I its I n accordance with —_ _ _ that shown on these plans could affect the structural integrity of the building. The Metal Building the Spec 1 f r cat I on for Structure t Jo 1 its Us l ng ASTM A325 or A490 Bolts, Manufacturer or a Licensed Structural Engineer should be consulted prior to making any changes to W I nd December 31, 2009. Pre-Tens I an i ng can be ted wrench,l I shed by using the Ultimate Wind Speed (Vult) , , , 120. 00 mph turn-of-nut method of t1 htenIn the building configuration shown on these drawings. The Metal Building Manufacturer will assume no p g -, ns i I n-indd ac I eptab tyyoe Nominal Wind Speed (Vasa) , , , , 92 mph (IBC section 1609, 3. 1) tension-control halts or direct-tension-Indicator as acceptable to responsibility for any loads applied to the building not indicated on these drawings. Sery i ceab i l i ty W i nd Speed 72 mph the Inspect i ng Agency and Building Off I c i a 1. I nsta l tat Ion inspect i on Wind Exposure Category C requirements for pre-tensioned Joints (Specification for Structural Foundation Design Internal Pressure Coef (GCp I) 0. 18/-0. 18 Joints Section 9. 2) using turn-of-nut method Is suggested. ` a v o u') The Metal Building Manufacturer is not responsible for the design, materials and workmanship of the Loads for components not provided by bu I ld I ng manufacturer The connect 1 ons on this project are not s l I p critical. e o o foundation. Anchor rod plans prepared by the manufacturer are intended to show only location, Corner Areas (w i th I n 5. 00' of corner) 31, 13 psf pressure -41. 51 psf suct I on diameter and projection of the anchor rods required to attach the Metal Building System to the Other Areas 31. 13 psf pressure -33. 73 psf suction Design criteria as noted Is as given within order documents and is applied o z D I foundation. It is the responsibility of the end customer to ensure that adequate provisions are These values are the maximum values required based on a 10 sq ft area, in general accordance with the applicable provisions of the model code a o o m c made for specifying rod embedment, bearing values, tie rods and or other associated items Components with larger areas may have lower wind loads, and/or specification indicated. NeIcher the metal building manufacturer N z ry v N embedded in the concrete foundation, as well as foundation design for the loads imposed by the nor the certifying engineer declares or attests that the loads as ,! Ng.e Q rn Metal Building System, other imposed loads, and the bearing capacity of the soft and other Seismic designated are proper for local provisions e that may apply theor for site F Seismic Importance Factor (Ie) 1, 00 specific parameters. The design criteria is supplied b builder, Q ' o conditions of the building site. (MBMA 06 Sections 3.2.2 and A3) Seismic Design Category Doran gPP y -. t cv ® r-i ' g y constructionrproject, Archltect and/or Engineer of Record for the overall ._1. e S Z m 2 l II Soil Site Class D Stiff Soil Ss 0. 991 g Sds 0. 729 g S1 0, 448 g Sdl 0. 464 g This project Is designed using manufacturer' s standard serviceability @ w Analysis Procedure Equivalent Lateral Force criteria, Generally this means that all deflections are within typical V Z a. o r o Column Line 1-4 SWA & SWC performance limits for normal occupancy and standard metal building Basic Force Resisting System C4 C4 & B3 products, Q Response Modification Coefficient (R) 3. 50 3. 25 Seismic Response Coefficient (Cs) 0. 208 0. 224 This metal building system is designed as enclosed. All exterior V14 Design Base Shear in kips (V) 11, 70 9, 80 components ( I. e. doors, windows, vents, etc. ) must be designed to Basic Structural System (from ASCE 7-10 Table 12. 2-1) withstand the specified wind loading for the design of components r7: a B3 - Ordinary Steel Concentrically Braced Frame and cladding in accordance with the specified building code. co `a ° C4 - Ordinary Steel Moment Frame Doors are to be closed when a maximum of 50% of design wind I I E Q velocity is reached. O 5 I m N i") ' The materials by the manufacturer will be fabricated in a facility O1Q that has received certification of accreditation for the Manufacturers w..- of n DEFLECTION CRITERIA of Metal BuildingSystems (AC472) from International Accreditation Service ( IAS), his certification Is recognized under Section 1704 o of the IBC for approved fabricators. D o¢a z 0 Framed openings, walk doors, and open areas shall be located In / tai Go The material supplied by the manufacturer has been designed with the the bay and elevation as shown In the erection drawings. The I men Q following minimum deflection criteria, The actual deflection may be cutting or removal of girts shown on the erection drawings 1 E ¢m o v1 .2 LU less depending on actual load and actual member length, due to the addition of framed openings, walk doors, or open areas a Li_uaioy o W not shown may void the design certifications supplied by the metal ncco e- P Et DING DEFLECTION LIMITS BLDG-A building manufacturer, to a o Scale: NOT TO SCALE Roof Limits Rafters Purlins Panels X-Bracing Is to be installed to a taut condition with all slack removed, Do not tighten beyond this state. Drawn by. KER Live' L/ 180 150 60 Checked by. Snow' L/ 180 180 60 The design collateral load has been uniformly applied to the Serviceability Wind' L/ 180 180 60 design of the building, Hanging loads are to be attached to the Project Engineer: DC Total Gray lty! L/ 120 120 60 purtin web, This may not be appropriate for heavily concentrated Total Uplift L/ N/A N/A 60 loads. Any attached load In excess of 150 pounds shalt be accounted Job Number: 16-8-47573 for by special design performed by a licensed engineer using Frame Limits Sidesway Portal Frame Sidesway concentrated loads and may require separate support members within the roof system. Sheet Number: El of 17 Live H/ 60 ■ ■ Download panel installation manuals from: Snow H/ 60 The r I I d frames at l I nes 1 and 4 are des 1 fined as a non-expandable The engineer whose seal 7 K. ,� y�ww,ncimanuals.com Sery t ceab I l I ty W I rid! H/ 60 r I I d names, Correspond 1 n frame react t ons are calculated based upon appears hereon is an employee Seismic Drift! H/ 40 40 ac ua t tributary area, g for the manufacturer for the Service-Level Crane' H/ 100 materials described herein. Said ...lilt,: Portal Serviceability Wind' H/ N/A 60 The mezzanine, not by metal building manufacturer, In building A seal or certification is limited a Descargue los manuaies de instalacion del panel desde: Tota l Gravity! H/ 60 sha l l not attach to mater I a I supp lied by manufacturer. The p■ yeww.ncimanuals, manufacturedcom Sery i ce Se i sm 1 c' H/ 40 40 stab I l I ty of the mezzan I ne for vert I ca 1, lateral, and long 1 tud I na l e productsb designed and by manufacturer load I ng is not by metal bu I I d I ng manufacturer, only.The undersigned engineer is Wall Limits Limit not the overall engineer of The 7 ft. concrete walls, not by metal building manufacturer, shall 9 Total Wind Pane l si L/ 60 not attach to material supplied by manufacturer. The stability of record for this project. Total Wind Glrtsr L/ 90 the 7 ft. concrete walls for vertical, lateral, and longitudinal Total Wind EW Columns' L/ 120 loading Is not by metal building manufacturer. David Lewis Carlson, P.E. The Service Seismic limit as shown here is at service level loads. Usrng 5 x 5 rave gutter with 4 x 5 downspouts, the roof drainage Oregon P.E. 79616PE system has been designed using the method outlined In the MBMA Metal Building Systems Manual. Downspout locations have not been BUILDING DESCRIPTIONS located on these drawings. The downspouts are to be placed on the building sidewalls at a spacing not to exceed 27. 0 feet with Building ID I Width Length Height Slope the first downspout from both ends of the gutter run w i th i n 1, 0 feet of the end, Downspout spacing that does not exceed the Building A 70'-0 52'-6� 22'-O 1:12 maximum spacing will be in compliance with the building code. The gutter and downspout system as provided by the manufacturer "o A325 BOLT GRIP TABLE Is designed to accommodate 4. 0 in/hr rainfall Intensity. GRIP LENGTH BOLT LENGTH, NOTE: FULL THREAD The recessed wall framing at grid line A between frame lines 3 and 4 �fl PR I ENGAGEMENT IS DEEMED TO Is by others. The recessed wall framing must be designed to maintain ,k��' f`�' 0 TO 9/16" 1 1/4" F.F. �� HAVE BEEN MET WHEN THE the whole building enclosed for wind desIfin category. The wall weight N� Ey 4 N F- ./ Over 9/16" TO 1 1/16" 1 3/4" F.T. / I END OF THE BOLT IS FLUSH above the recessed wall has been utilized In the building framing design. �C? ,� / / III�V1 WITH THE FACE OF THE NUT. tr Over 1 1/16" TO 1 5/16' 2" 11 c`r 7/ 1 S"I Over 1 5/16" TO 1 9/16" 2 1/4" %/ �.�._ Over 1 9/16" TO 1 13/16" 2 1/2" �e- _WASHER REQUIRED ONLY WHEN SPECIFIED. D N Over 1 13/16" TO 2 1/16" 2 3/4" GRIP WASHER MAY BE LOCATED UNDER HEAD yq OF BOLT. UNDER NUT, OR AT BOTH AT Mar 12, 2019 yi 4Ygg �� G2 LOCATIONS OF BOLTS LONGER THAN 2 3/4" LOCATIONS NOTED ON ERECTION DRAWINGS. C�` ��#'v NOTED ON ERECTION DRAWINGS ADD 5/32" FOR EACH WASHER TO �C F.T. DENOTES FULLY THREADED MATERIAL THICKNESS TO DETERMINE GRIP. 'EXPIRATION DATE:12/31/2019 I SPLICE BOLT TABLE U 'CONN. (TY. SIZE TYPE HARDENED BEVELED CUPS WASHERS WASHERS GA (4) } X 2} I A325 B&N4 0 0 I GB (4) i X 1i A325 B&N I 4 f m 0 oo U P P O N �v'1 O ice/ v w a e— ^� c:,L U V \ W K a) .t. \ 0 I I \ ° N 0o V F--iCSWSA **P/te \ it �/ I I \ co < \ QI m G\ ci { BGP18 I BGP28 44 E., 3 A--1 P6X10.78 P6X10.78 w Vi Le o z I • 0 V-\ t� '. 8 O m 1�y a R .q zN C7 z ? 'ti<w rn Iflf-- I--ICSW6A \ q k E 0 0 0 z �uJ 44 4i a z u I I w1 \ c) i 0..0 7--a. ci n. Fh <\ a m E QR \ h �rn0 k w'-^ ❑ ❑ 0- t-aCSW7A — — \--.c — I mNa WO <O t 0 : o ° LU:...1 I � i VI N I0oNC ` O QO1 . hwYpLu WY — I UatDJri Oct Scale: NOT TO SCALE Drawn by. KER Checked by I 1 Project Engineer. DC t? ( Job Number: 16—B-47573 A v_ a= a reSheet Number. E2 of 17 lJ t-tCSWBA CSW2BH --I 0 The engineer whose seal lJ I I I �✓ appears hereon is an employee for the manufacturer for the m materials described herein. Said E seal or certification is limited to the products designed and manufactured by manufacturer I I I only.The undersigned engineer is 1 not the overall engineer of record for this project. David Lewis Carlson, P.E. — _ Oregon P.E. 79616PE m ° CKW11 RKW11 CKW1I w 0— v ci_t 1 I 1 ca stp PR0' _,„,..§. 4Gil,vk-.. *to V s4, SWC PRIMARY STEEL LOCATION PLAN "C, 7!;16.*, WDS OREGON EWB KEY PLAN Mar 12, 2019 2. 'NYpg N,1. � EWD 4k144S GP`' SWA (EXPIRATION DATE:12/31/2019 •- DENOTES: CUP LOCATION ;13 SC90 AT 8. PURLINS cP (=fp d SC92 AT 10w PURLINS 20.-0 OUT/OUT OF STEEL •;.1' 32.-6i SC94 AT 12 PURLINS IS < al —1 ' 1 18-3 6} 0 KBA1 N & KBA1F °TY P-42 PC43A (TW) II . 1*TANNI0ITEEc6R:044)TIOCLIBF?LTRS ART PTUORciJFN01011LGIRT 10X2.5Z14 •"... 50.87' N 1OA-K) KBA1M / N / N. ,"' KBA10 - • N. P-41 cm.) ./ P. 6 .s _ , o , 10X2.5Z14 ./ 10X2.5Z14 ..2. •I N \ /". \ •, , ra X DENOTES: DOUBLE PURUN OR GIRT STRUT. - N ,' KBA1K \ \., 040 o 0 REFER TO PF04022 FOR CONNECTION AND N. / N./ ev PANEL ATTACHMENT NOTES 1 & 2. ./-. .to — T \\\\* \\ c,;:'cl 4.1 cn Li rx „ , ,,,,,,.......,,,..... ...../ N \ P-37 . 10X2.5Z14 ' k, s . \ . P-38 ..S\ 10X2.5Z1- .---- --...... -- a" a c4c4 -.. ,• ---.. ..-------- o -- 0 -... ..---- • -. --- ,* o .... .------- ..., .........y.ft10008 0 .....c G a "4. -- r 0 ER-A-a.............. -s. -L------- P-39 0 - G o 1 OX2. 1 4 1. CC --...... .........J —\ C/%,p,*, -...... ..... -- Dcip ---- ..--- \ \'' ---. ---- ..... .....- .....-- m_R98O08 -- --2 _ co) § 11 P-40 (1W.) P-3 10X2.5.7 14 1 OX2.5Z1 4 44 f2 ci, I •i * . '"j ,•-, 4) •0 0 1. /I \ " `s. / Ns / e.,Hsi i Z 0 W 6 X N. / E o N. / I . , -J S.' / 10X2.5Z14 1,.: . 'SS.' ..,/' :a - • ',:,' L., N. 0 .. 0 \ 81z (tESq. . -... :4 I- I . . n in / , "fC •\ P-34 \ (4 ".. t- k 1 1 o AY ''5'0 ts4 o , 39.13' c0 .E I / 'V KBA1J (TYP) 'N4 ' n b / \ \ 5 1 •E / ... N. mr-P t ts I ,' .. ‘ . P-35 El El I I PC80 (TYP) I- 1 OX2.5Z1 4 — — P-31 <0 z a \ I e li.co (:71 LU uj — S. I I 10X2.5Z14 — _ / I co 4)o ZA to+ 5 I . . I . . I ° LI fil uL w . . e>4.1c0Y 0 .......• N. KBA1 (TV') " cr(0<c) L LE- (.)a.-_1E2 0 N / N / Scale: NOT TO SCALE '. / %., / . . I Drown by: KER 0 \ / I \ .' o Checked by: in N. / I N. / In Project Engineer: DC N./ ./N. .../ N. __I Job Number 16-B-47573 / N . N 1.: , / N Sheet Number E3 of 17 0 Th / eN.80 e engineer whose seal t- appears hereon is an employee / '4&,., N. / for the manufacturer for the 11.La 1- materials described herein. Said — N 0 .....4 i-li 7 seal or certification Is limited I 0 to the products designed and i —8 manufactured by manufacturer k / b only.The undersigned engineer is N. / In •. / not the overall engineer of N / record for this project. I N / N. '5 4'56- . Atc:ie' David Lewis Carlson, P.E. . - N N. Oregon P.E. 79616PE I N /( 11° S. ., ....., ......" o o ../18X1A N. KBA1 A KBA1 A Iin I et's% (TYP. <> P-2?/(TYP) P-29 3TYP.) P-30 (TYP.) 1-0X2.514 ,1401 10X2.5,714 1 OX2.5Z1 4 „ ...- 4 , KBAIH / (.00 PR()p ee, KBOI KBA1B N.•,, KBA1I & _ ./ P-28 .s" , KBAID (TYP) KBA1C & KBA1D (TYP) KBA1C & KBA1D - c2 *GIN ksk. ut# swc 1 OX2.5Z1 4 II 444 14, v•9 t, 0— kEIA1G & KBA1D PC43 KBA1C & KBA16i' .. - ft, 7! 16-I .r -8 7 YM4e. " ZEE SECTION LAP TABLE 0 OREGON ,z. EWB KEY PLAN SYMBOL LAP LENGTH SBOL LAP LENGTH 12,!'4}' CA 0 -c-or -1 2'_5r, Mar 12, 2019 EWD cd 08 2 03 4EWIS Cti`9%‘° 0.-3r , S-1i- ROOF FRAMING PLAN 1'-5r REFER TO CF011 22 SWA 'EXPIRATION DATE:12/31/2019 4 ROOF SHEETING PLANE 2 v PANEL TYPE = DLK (GALVALUME) PANEL OVERHANG = 4 FROM OUTER STEEL i m o IDWDL020/3 — — .. \ \ c \ U e o N\ 4kw a: W a. \ o U) IA \ o' rn m C. 0 ii a N b \ O O csi to .1* -t.. -F. -nr •-t. -74. -iw •t+ -it ie a) a) a) a) a c) a) Of 0) \ "c7'" ___....,........,.._____.„,..... _______,.... tk i i i i i I i I I 40 M M 0) 0) M n «rni M WDL06008 b 0 M I i, M � \ ...,(1) , _ M m a to I N 0 l� 3 a�� C7 M M , N O O Z N T` o \ = N 41 a W rn N ( o '� C(yt��' in 1 to in \ WDL06008 N iv A as 2 m v�,Z{ MO .� N I C V Zn° N \ O z .o WND.-- i it i9 a_ -h- M M M Q 1 I I 43 V y 0 0 o Iw a p o cv n j p 0340 SD c c1 I 5 I E h 61 O mrno a I01 i I W.-h ❑ I GDL0700? sn�"`re F676-1B — — — — — —G040700f — 9 0. o Ej— 1 8Z, p30-1o1 \ QC4O QLt12 v) %VY 3 LLi o Wo�Y b QU Et U aa...-Jet O NI h MI I Scale: NOT TO SCALE 0 0 0 Drawn by: KER t . _t Checked by: v Project Engineer: DC WDL06008 Job Number: 16—B-47573 Sheet Number: E4 of 17 I The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said M:r. Mx PIN- rx -- rx MI* Mn. MN. rtt ,., .ar Mar rx Mf1* rt. Marr Mx eV* rtir M4M .nr M!. .at -- MI* seal or certification is limited O) 0) O) C) 0) O) a) 0) a) 0) C) O) O) m 0) 0) 0) 0) 0) 0) 0) O) a) rn 0) Oi 1 1 1 1 I I I I I I 1 1 I I I I 1 I I I 1 I I I I 1 to the products designed and b 0 0 0 0 0 ) 0 0) 0 0 0, 0 0 0 0 0 0 0 o) 0 Co 0 0 0 0 manufactured by manufacturer NNNNNNOINNNNNNNNNNNNNN N N N N N Only.The undersigned engineer is not the overall engineer of record for this project. David Lewis Carlson, P.E. Oregon P.E. 79616PE WDL06008 F1801-1 Th. F797-1--- I 0"0 PRQp, (2.0) F1802-1 � G%N /0 SWC GI F7s7-1-- kr- - - - - - - - _ - - — — — — �7t-16`1 "� was 4 .17 WDL02013 61OREGON EWB KEY PLAN ROOF SHEETING PLAN 9�• 'e4),08 4) F797-1--- ROOF SHEETING PLANE 1 Mar 12,2019 0/ �psty EWD PANEL TYPE = DLK (GALVALUME) DOWNSPOUT LAYOUT PANEL OVERHANG = 41 ` FROM OUTER STEEL SWA [5 REQ'D] IEXPIRATION DATE.'12/31/2019 FRAMED OPENING CLIP TABLE SCHEDULE OF ACCESSORIES d MARK QTY DESCRIPTION HEADER TOP TOP GIRT TO GIRT TO BOTTOM BOTTOM SILL VERT LIFT NO. READ DESCRIPTION a) a L JAMB R JAMB L JAMB R JAMB L JAMB R JAMB JAMBS 1 12'-0 X 3'-0 FIELD LOCATED FRAMED OPENING A 1 12'-0 X 3'-0 CL751 CL751 N/A N/A CL751 CL751 N/A 1 10'-0 X 14'-0 FACTORY LOCATED FRAMED OPENING B 1 3'-4 X 7'-2 CL751 CL751 N/A N/A CL753 CL753 N/A N/A 2 6'-0 X 3'-0 FIELD LOCATED FRAMED OPENINGS _ 1 12'-0 X 14'-0 FACTORY LOCATED FRAMED OPENING 2 3'-4 X 7'-2 FIELD LOCATED FRAMED OPENINGS E-1 E-2 E-3 1OX3.5E14 10X3.5E14 10X3.5E14 t \-SC193 SC193-' RKW1I 144 I REFER TO DETAILS ON INSTALLATION OF FRAMED OPENINGS. a O ®® USE STANDARD WALL PROCEDURES TO ERECT THE SIDEWALL AND ENDWALL PANELS. 0 G-3 V G-5 G-7 N 8X3.112 8X3.5212 l• C QQ�� Z 8X3.5212 0 1 B.1 X4C14 iO 0 N NN O O NU W i} tV 0 ir} 0 hl a.. I- HC2X a HC3X u ao GH08-2 oxo Er, 8X2 i 8X2.5C12 C-2 ] 8X2.5C12 8.25X4CT4 G-6 to ,, x 8X2.5216 ).2SZ1: BX2.5Z16 5 Wt ) 12'-0 E W a: 0) W O 10-3 aIA o \ 0 I N tV .O O I N N N ht COxBGP38 axo 0 . 14N 5x x in 5x x TRY21212 I G-1 0V 5 U�1 c40 v l 8X2.5,216 x og 0 �x G.2 x� o -',1� G 1 8)62Z1 ; ~ �8.)1.1 14 T c0 03 °C� 3Xi�71f CCN CO t0 o x OPEN FOR CONSTRUCTION �I j m tO �j tO V X -I NOT BY G.B.S. co 0 N. X O 1� p X to co B J O t4 O . E. � • W O OOa]N 3'-4 o O C7 `` t Ft Z n ,, .T!<Wrn 5-3} 12'-0 -. 2'-2} 10'-0 2'-2} -I 16'-6} g -c E 0 o N18'-3i 14'-4} 17'-6} N Zi i 2 zZ ® ❑ g W 0Z�F l 8 seraCSl�J C113 CID C1F C1G CEJ oi ELEVATION "SWA" IN H (0 o P n E e mr,r'ni a ti J tnO W N ❑ ❑ (1) F391-36L aka' (1) F391-2BR F392-IBL 32)F2955-1B F392-2BR Q �-`�a .' O of F2332-1 ( ) F2337-1R v i Y ° LU F312-1B O 2'-0 O.C. C-in a to ,.L.-tOWy 3 LU s CC U atO_iIx o` - - - - - - - - - - - - - - - Scale: NOT TO SCALE I Drawn by. KER Checked by. 0 0 0 '."t .IN o 0 ..uv Project Engineer: DC i I I i i i 1 I Job Number: 16-B-47573 I.. ih n N N n N. N Tr.- ----.15-F481 11 I N ;NF I i(0 N Sheet Number. E5 of 17 N II IV- I N The engineer whose seal - ^�_ _ ;1) F848-1 I 00 appears hereon is an employee r (.1) F'81-3 r (1)F981-1 --I v for the manufacturer for the 1 F481-1 1 F481-2 materials described herein. Said seal or certification is limited •*Y -+N -R`+ •-*" -,r -s* •• .s* ,1,11. .x to the products designed and ii i i o 0 0 0 0 o manufactured by manufacturer To 17 i7 T+I ,) io only.The undersigned engineer is - N N N N *- not the overall engineer of t record for this project. N N IN NCsi • m m I I N I I I - David Lewis Carlson. P.E. (1j`481 (0rn rn co Oregon P.E. 79616PE 1 I%� ,.....14. t.::.4 I..� -..- OPEN FOR CONSTRUCTION T I I I I%� =^� NOT BY G.B.S. 7 PBR WALL PANELS N ho I CO PANEL COVERAGE = 3'-0 1''` COLOR = S200 2 PANEL PKG. REQ'D. = PBS-4 Iv I Field Cut Panel and Trim as I I �1�E.d �/r�.is required per Construction Details - -1 - - - - .i - _ - - -. _ PR 3} I 31 4 1 N 6--- .46 SWC F408-1 F408-1 C1 2'-0 BACKLAP �7t.16^1 r / OREGON ZEE SECTION LAP TABLE U EWB KEY PLAN I• " " " " Mar 12,2019 SYMBOL LAP LENGTH SYMBOL LAP LENGTH lYOg 4 EwD ` -0'-0} 2'-5 WALL SHEETING ELEVATION SWA QC $C,�+�~ 0'-3 " V 3.-1,„ BLDG "An I 1'-5 " REFER TO CF01122 SWA !EXPIRATION DATE:12/31/2019 0 d N, J a3 d E-4 10X3.5E14 t \-SC193 , -SC193 a \\ // \ / N G-19 // o `L--SC5 \ 8X2.5Z12 / 4 \ / I; N \ ce \ // a) it \ / O N vik C.2 G-19\ // r0 z \-SC5 8X2.5Zt2Z // w \ / a_ w p \\ // a oI is /x\ 5 IN / \ Lo a= N / \ \ \ G-18 // o o `SC5 8X225214 ` 4Ap / \7 N N // a�4„,\�s t 14 1 // OPEN TO 7'-0 FOR 7'-O OF\ S 1'` //CONSTRUCTION (NOT BY MANUFACTUREIkk / \ / \ / \ / • E, 3 0�a:T. 64t s'-3 w �� re i Z Cic C1A Q a' 030 j -mutt ® ❑ ELEVATION "SWC" d@ g e 13- l N 6 Cg (1) F391-2BR °D _ 5 1 E (1()1)1391 F2955-1B F392-2BR m n ant 4 F392-1 BL-` F312-18 CO 2'-0 O.C. F2332-1 W atr o ❑ ❑ ;kr;i I � a: 0 I iri 'en' Q a`tY Li-ovule 3 W .)a�_1cc o Scale: NOT TO SCALE Drawn by. KER Checked by. N N 0 4 0 0 0 0 10 .1* o Project Engineer: DC 003 i i i i i f i co Job Number: 16-B-47573 t� t :t "*- d. :r 1` ... Sheet Number: E6 of 17 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer - - only,The undersigned engineer is not the overall engineer of record for this project. PBR WALL PANELS OPEN TO 7-0 FOR 7-0 David Lewis Carlson, P.E. PANEL COVERAGE = 3'-O CONSTRUCTION (NOT BY MANUFACTURER) Oregon P.E. 79616PE COLOR = S200 PANEL PKG. REQ'D. = PBS-5 Field Cut Panel and Trim as required per Construction Details LACKLAP tiOD PRpf£S SWC .��GI h yc'c'' kr t', 7-•16 i Sys WALL SHEETING ELEVATION "SWC" ;x BLDG "Aa to OREGON 2 EWB KEY PLAN I ZEE SECTION LAP TABLE (SYMBOL LAP LENGTH SYMBOL LAP LENGTH �'�'/ 'NY 2 4 Mar 12,2019 ma�yy,�,�, EWD —0'-0 " 2•-5i" Q4 VISCP¢� 0'-3 " V 3'-1i" 1'-5 " REFER TO CF01122 SWA !EXPIRATION DATE:12/31/2019 12 BGC4A b SPLICE BOLT TABLE i• {i }RAI-1 APPROXIMATE MEMBER WEIGHTS CONN. QTY. SIZE TYPE HARDENED BEVELED {1 }HW7710-1 PART MARK WEIGHT WASHERS WASHERS BGC2A a A (4) X 2 A325 B&N 4 0 (2)RAt-1 (2}}HyIr7710-i �, LI BGC3A CSW5A 379 m' o B (4) X 2 f A325 B&N 4 ( 0 BGC1A r r t R1AB CSW6A 399 I RIM 7 CSW7A 413 C RIBA 1 1 J CSWBA 390 I . G- 2 G-24 0 G-24 / i I 0 8X.5Z16 8X2.5Z16 8X2.5Z16 I A CGW2A 5635 LI i7 'jJ CGW3A 353 SC58 G-20 G-21 0-23 G-25 0-26 r--SC58 8X2.5Z16 8X2.5Z16 8X2.5Z16 8X2.5Z16 8X2,5Z16 1 CGW4A 366 0 C1B 523 "" `i i. R1AA 673 a M R1AB 129 c� 0 SC58-, 0-20 G-21 0-23 0-25 G-26 r-SC58 R1BA 475 0 CD 8X2.5Z16 8X2.5Z16 8X2.5Z16 8X2.5Z16 8X2.5Z16 R1BB 126 0 W a: At a. w w 0 0 1 N I m 5 F N w N ee SC58--1 0-20 G-21 G-23 G-25 G-26 r-SC58 °'o` 8X2.5Z16 ( .) � 8X2.5Z16 ( .) Q<> 8X2.5Z16 (�_) .,O8X2.5Z16 8X2.5Z16 ' ° oo • N 0 c CL292- FASTENS BETWEEN THE co OPEN TO 7'-0 g GIRTS ON EACH SIDE OF THE I S ENDWALL COLUMNS, AT ALL TO REMAIN OPEN rr GIRT ELEVATIONS. REFER TO DETAILS. I voa0 i 1'-0 14'-0 15'-0 15'-0 15'-0 3 z?n oo c1 (,) m Ch CS C.b 6 CID CS C1 A - CSW5A - CSW6A - CSW7A CSW8A- C1B '< a s,I-`' O 6x -•FLG./0.134x0'-111=WEB 6x}=FLG./0.134x0'-11i-WEB 6x4=FLG./0.134x0'-11=WEB 64=FLG./0.134x0 11=WEB A 0 03 ® a ONE FB4 O 7-6 LEFT ONE FB4 0 7-6 LEFT ONE FB4 0 7'-6 LEFT ONE FB4 0 7-6 LEFT 2 a uf0 ONE FB4 0 13'-6 LEFT ONE F84 0 13'-6 LEFT ONE F84 0 13'-6 LEFT ONE FB4 0 13'-6 LEFT c`" w ca.,,c • ONE FB4 0 17-8 LEFT ONE FB4 0 17-8 LEFT ONE FB4 0 17'-8 LEFT ONE FB4 0 17-8 LEFT O m .>f4,w N o Z a.0�a Cg V Vi r N. ELEVATION "EWB" a to h c 'Ti 5 F379-18 y a F679-1 ma n E (3)F215-1 (21)F215-1 a (1)F369-2L (1)F369-3R \16,...... .., o ° w v tiV) (2)F369-1 (2) F369-1 m m:oN N a 5 '"wow, 3 W F392-2BR F392-1 BL ca w ca Y o F2332-1 j F2332-1 cai w`r 4 a o CC _ / Scale: NOT TO SCALE --- _ Drawn by. KER . T _ Checked by. Project Engineer. DC Job Number. 16-B-47573 Sheet Number: E7 of 17 M The engineer whose seal rn o "T rx ,,, .,. in appears hereon is an employee Cy M co rn 0 M CO I i 1 r> ,,+ „„ N for the manufacturer for the N. of o co rn o I I I I h h ID i ^ j I n N materials described herein. Said r� I I I I "co c° - io lo s I I 7 ca seal or certification is limited w in f° in - In in in to the products designed and r. manufactured by manufacturer U only.The undersigned engineer is not the overall engineer of record for this project. • David Lewis Carlson, P.E. Oregon P.E. 79616PE 7 PBR WALL PANELS OPEN TO 7-0 N PANEL COVERAGE = 3'-0 FOR CONSTRUCTION 17 COLOR = S200 NOT BY G.B.S. .. �Op PRQp PANEL PKG. REVD. = PBS-1 '� GIN S,5 SWC Field Cut Panel and Trim as G7 required per Construction Details _ 44, ke7,:' .I '9 ^e, \,...,,s 4 '�EWB KEY PLANZEE SECTION LAP TABLE ' BACKLAP BACKLAP "744 REGON 42 SYMBOL LAP LENGTH SYMBOL LAP LENGTH L '4Y -o'-a " T 2'-s ' Mar 12,2019 �Q� P'�y� EWD WALL SHEETING ELEVATION "EWB" S G 0'-3i" V 3'-1 " 1'-5 " REFER TO CF01122 BLDG "A" SWA IEXPIRATK?NDATE;12/3112019 FRAMED OPENING CLIP TABLE 12 'APPROXIMATE MEMBER WEIGHTS U 1.3332 ( I PART MARK WEIGHT TOP TOP GIRT TO GIRT TO BOTTOM BOTTOM VERT LIFT RAI-1 {1 )HW7710-1 CSW2B 393 at - MARK QTY DESCRIPTION HEADER L JAMB R JAMB L JAMB R JAMB L JAMB R JAMB SILT. JAMBS {t ) BGC1B Is C1G 752 A 2 6'-0 X 3'-0 SC425 CL751 CL751 CL751 CL751 N/A c - CF2G 834 B 1 3'-4 X 7'-2 SC425 CL751 CL751 CL751 CL751 CL751 CL751 SC425 N/A CPW3G 352 SPLICE BOLT TABLE I. r,` I R1G 518 CONN. QTY. SIZE TYPE HARDENED BEVELED I WASHERS WASHERS 8X2 5216 -PC78A o A (4) j X 2 I A325 B&N I 4 I 0 M of I GSC58-1r 8X2.5Z12 M G-12 ,-SC54 n ` DH1 ,_,(,f 1 r 1 DH2 8X2. -PC78 cV 8X2 5016 8X2.50Z1 6 o 8X2.5C16 N NI = t -cox ''� GH08-3 Q axo X `) CO0 x = 0 N 8.25X4C14 GHO8-3 ,,,, �SG54 t7tSC58� I © 8X2.5216 cc 8'25 5%16 N-PC78 < c`' co "n `a G-11 w o- 5 5 in M M d w W O N 0 o N O in to O I CO ap5 I N Li I io DH1 lo re N 0 8X2.5Cf6 NO) 1 G-8 G-10 , r-SC54 o N PC78- 8X2.5Z12 8X2.5214 -PC78 Q r CL292- FASTENS BETWEEN THE to OPEN TO T-0 FOR 7-0 cI ° __ GM'S ON EACH SIDE OF THE CONSTRUCTION (NaBY MANUFACTURER) r ENDWALL COLUMNS, AT ALL r' ( GIRT ELEVATIONS. REFER TO DETAILS. Z14 c. votc) 3'-4 6'-0 6'-0 >" _ u o=m N 15'-0 15'-0 z N 4s d w rn A I ^ E 0 3 0 ® ❑ CS (5 (1/4+) 'Z q g Roz Ct G CSW2B 6x4=FLG./0134x0'-11=WEB CF2G Q P V N Q ONE FB4 0 7-6 RIGHT 'a g o.L, ONE F84 0 13'-6 RIGHT c3 ONE FB4 0 17'-8 RIGHT vi ELEVATION "EWD" i N t0 i CI CD - 1 J a)O 0. 4- LO 4km 0 I U) D: (2 F215-1 ' O 2 0 0 1)F369-2L a o e W ((1 )F369-1 m a v) ua F392-26R I gm0co .I > F2337-1R N-EYY o 111 ...—.........r..-_ Scale: NOT TO SCALE Drown by. KER - rn '� 0) I Checked by. 03 111 T I j' o 1� i` r Project Engineer: DC 'co lo -r in In Job Number. 16-8-47573 Sheet Number. E8 of 17 (1) F481-3 The engineer whose seal --1 ri T1,7 F481-4 1'1 ri ti r,7181.-1 appears hereon is an employee n h cH i I1 �_1• for the manufacturer for the N I� I I� I materials described herein. Said c 'r) I i c.. (1' F848-2 ^I I^ (1) -848-2 IIs I -___ -:.� L.-_- __ seal or certification g limited to the products designed and (0 (I manufactured by manufacturer w 4-7 only.The undersigned engineer is '., not the overall engineer of 'i not for this project. 11)F848- David Lewis Carlson, P.E. - Oregon P.E. 79616PE I M PBR WALL PANELS N OPEN FOR PANEL COVERAGE = 3'-0 ITC. CONSTRUCTION COLOR = S200 NOT BY G.B.S. PANEL PKG. REQ'D. = PBS-3• s ��4E�PIQf�ss SWC required dper tConstruction Panel and TDetarim ils _ (1 4. y F,9 10 /� /� ,. 7--16"l wDS WALL SHEETING ELEVATION "EWD" OREGON ,y�' EWB KEY PLAN ZEE SECTION LAP TABLE " dy ,� V BLDG A SYMBOL LAP LENGTH SYMBOL LAP LENGTH 1"j©if* 2 $ EWD j -0'-off" T 2,-5 " Mar 12,2019 _ tom$C` 0'-,3i- V 3-1 i" 1'-5 " REFER TO CF01122 SWA !EXPIRATION DATE.12/31/2019 APPROXIMATE MEMBER WEIGHTS PART MARK WEIGHT 12 (4) i X 2" A325 AT WEB 121K f 701 Qs o (4) i X 2" A325 AT WEB 10.7756 f /r 1 R1K (4) i X 2" A325 AT WEB 1 II 0-15 — — J o 8X2.5Z12 8X .5Z12 _ q o o 1 y i7 al c-' 0-15 G-17 N 8X2.5Z12 8X2.5Z12 o 1--- 0 N o I w w a. x I- 0 0--15 G-17 , C., W w co 8X2.5Z12 8X2.5Z12 x 5 * I re 1 ih 4 rn N G-15 G-17 W e 8X2.5Z12 8X2.5Z12 0 0 N 0N I N 0 i•-) 0-14 G-16 , o • 8X2.5Z14 8X2.5Z14 > — a cc co OPEN TO 7-0 FOR 7-0 i., CONSTRUCTION (NOT BY MANUFACTURER) . ..r,2 C °" 0ptr . EW. 3 O�� 1t/, o+ 0 O a3 N Z h. 29'-71i 21'-10} Q ). ; E W c�a a: • q 2 pyo ® ❑ v m d D kWN CF2G C1E C1C @ eQ. a Q (a ELEVATION ELEVATION "EWDS" n CO 4 r. I 4 q ID 1: & k !P:fiii � ❑I \ I w _ _ WtOco XY 3 to w Scale: NOT TO SCALE I Drown by. KER Checked by. Project Engineer: DC Job Number: 16—B-47573 ..IN -«r n co ^ .r►w �i 1 °' N o ^ 1.0 ,K, I Sheet Number: E9 of 17 io in I I 1 1 N o 'r is m is in ii I i The engineer whose seal in 1 appears hereon is an employee ( for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is - not the overall engineer of record for this project. 1 David Lewis Carlson, P.E. Oregon P.E. 79616PE PBR WALL PANELS OPEN TO 7-0 FOR 7-0 PANEL COVERAGE = 3'-0 CONSTRUCTION (NOT BY MANUFACTURER) COLOR = S200 PANEL PKG. REQ'D. = PBS-2 Field Cut Panel and Trim as required per Construction Details 3 3 II. O PROPe„ SWC 4.4" I ,,%. #G1N ''/may c �7';16'1 'Sr' WDS 5 ZEE SECTION LAP TABLE 4 OREGON EyyB KEY PLAN ,SYMBOL LAP LENGTH SYMBOL LAP LENGTH pLj '9Y{�g"2 0j� WALL SHEETING ELEVATION EWDS" Mar 12,2019 EWD -0'-01" T� 2'-5;" BLDG "A" tewls CP. 1'-5i" F 3'-1 !EXPIRATION DATE;12/31/2019 '-5i" REFER TO CF01122 SWA OY/PROJECTS\XDS-V8-01-00 FRAME = Active/EN G/16-B-47573/ver03-dlcar1son/BLDG-A/brftg/xO1L Active/ENG/16-B-47573/ver03-dlcarlson/BLDG-A/Drftg/x01R 2/11/19 13:27:24 2/11/19 13:27:24 APPROXIMATE MEMBER WEIGHTS Y OY/PROJECTS\XDS-V8-01-00 FB SET = Eng/16-B-47573/ver03-dlcarlson/BLDG-A/DRFTG/x01L Eng/16-B-47573/ver03-dlcarison/BLDG-A/DRFTG/x01R cc PART MARK WEIGHT GENERAL NOTES FRAME CLEARANCES SHOWN ARE APPROXIMATE AND R1AA 673 co Q MAY VARY DUE TO CONDITIONS (DEFLECTION). R1AB 129 VERTICAL CLEARANCE DIMENSIONS ARE FROM R18A 475 FINISHED FLOOR REFERENCE ELEVATION. CSW6A 399 _ CSW5A 379 CGW3A 353 CGW2A 335 1- 12 5'-Oi� 12 1.3332 C1A 563 5'_0 5-pig I 1 r 5'_.o4 C5WBA 390 ,g 5,-Of 5-Ofd ` Ir 5�'Ofi�l CSW7A 413 y 5'-04 I I 5'-0{} u 4'-3 1 4,-4 I I 4.-4114CGW4A 366 © N 1 1 4'-31.iC1 B 't 6,0X0.25 1.0113X.909.2;0114 I523 0\ 03 ` � ix - Q x o.1�k2c1s1cv W x 6.0 X 0.25 IE.53 TO 20.5 TO 13.95 6p X 0.25 N o O 15.5X0.134 TO 15,1X0.134 Q Q . N6.0X0.25 6.0X0.25 1�.1 TO15.5X x vu5 m 0.134. 15.5 X 0.134 60X0'25 re re 15.5 X 0.134 W 6.0 X 0.25 6'0X0.25 rn 6.0 X 0.25 w o N O FB4C FB4CVi FB4B FB4B NS OR FS NS OR FS NS OR FS FB4E _ S NS OR FS F848 FB4B NS OR FS FB NS OR FS NS FB4D g' cc FOR FS 10} NS NS OR FS R FB4B NS OR FS F NS OFS F848 FB4B NS OR FS I IIIR1ABOR Fj .1 7S NS OR FS R1AB g I R1AA LY 0'-10#'I I co i &()F2 1 1 I G IH 2E/2E� RIBA LL.�J 9 o Z�'o 1 I J ri" �4an E M MQ El W\ V m o a ak0re � B 2E/2E) x ® C o O < o x .- j " U3z ® � mN x X3.75X0.3125 3 0.25 g `' m6 Z N '- O . W N N O N V x( 0.9�d X It Q co O V t,i I- Q M f- = re 2 U' -- 03 O r- -7 0 n Gi to to `- W x co z Iii N N .sr a0 N N < to O .-101 to � I W N X ID in al In h . N N Q d O cV x x i L[9 r� _ N W Q J r,en a Q QI Q O N ae co• O O .I X X N O O -I .I O N O OI 0 4W1 I i0 X Pi O I x x N O O tp t0 N "Cl 1 G X i0 I I� °f 0 El N Q x - N O O Q O N Q x Q N mo ce cid N Q ^ j IJ co m Q " M rn cd O Q Q V' o C a mo 0 0 0 m c) to in CO x x x gm ou, E • Z ^ - N �a0a� ti W v o_tO__Io 0 Q Scale: NOT TO SCALE X ro n (0 Drown by. KER - r` Checked by. m Project Engineer. DC W a Job Number. 16-B-47573 N. FL x LEV. Sheet Number: E10 of 17 Lt: m ® W moo' lit' LI.; o co o CD o The engineer whose seal -- appears hereon is on employee 1'-2 1'-2 for the manufacturer for the materials described herein. Said seal or certification is limited 11'-0 14'-0 15'-0 15'-0 15'-0 to the products designed and manufactured by manufacturer 40'-0 30'-0 only.The undersigned engineer Is I 70'-0 OUT/OUT OF STEEL recordeforvthis prroll ject engineer of • CS David Lewis Carlson, P.E. UOregon P.E. 79616PE C1A CSW6A CSW7A CSWBA C1B 6x -F1G./0.1342.134x 0'-11 WEB 6x -FLG./0.134x0'-11 WEB 6x -FLG./0.134x0'-11 WEB 6x -FLG./0.134x0'-11 WEB CROSS SECTION AT FRAME LINE "1" PLATE SIZE TABLE SPLICE BOLT TABLE CONN. LOW SIDE HIGH SIDE QTY. SIZE TYPE WASHERS BEVELED ��ED PROrp„ A 8 X 0.625 X 1'-2 y G II N ' . Met B 8 X 0.75 X 1'-10a 8 X 0.75 X 1'-1O (8) i X 2 A325 B&N 8 0 C 6 X 0.375 X 1'-0 �7,,;16�1 9 ..r D 12 X 0.375 X 0'-11i (4) i X 2 A325 B&N 4 0 4e. ..- E 12 X 0.375 X 6" (4) i X 2 A325 B&N 4 0 0 OREGON F 6 X 0.375 X 1'-10i 6 X 0.375 X 1'-10i (8) i X 2" A325 B&N 8 0 /'L 440' �� G 12 X 0.375 X 6" (4) i X 2 A325 B&N 4 0 Mar 12,2019 Lewis etk- H 6 X 0.375 X 1'-8i 6 X 0.375 X 1'-8i (8) i X 2" A325 B&N 8 0 I 8 X 0.75 X 1'-10} 8 X 0.75 X 1'-1011 (8) i X 2i A325 B&N 8 0 J 8 X 0.5 X 1'-2 !EXPIRATION DATE:12/31/2019 OY/PROJECTS\XDS-V8-01-00 FRAME = Active/ENG/16-B-47573/ver03-dIcarlson/BLDG-A/Drftg/x02L Active/ENG/16-B-47573/ver03-dlcarison/BLDG-A/Drftg/x02R 2/11/19 14:21:03 2/11/19 14:21:03 APPROXIMATE MEMBER WEIGHTS Y 0Y/PROJECTS\XDS-V8-01-00 FB SET = Eng/16-B-47573/ver03-dlcarlson/BLDG-A/DRFTG/x02L Eng/16-B-47573/ver03-dlcarlson/BLDG-A/DRFTG/x02R cC PART MARK WEIGHT GENERFRAMEAL NOTESCLEARANCES SHOWN ARE APPROXIMATE AND R1C 912 W'' Q MAY VARY DUE TO CONDITIONS (DEFLECTION). RID 749 VERTICAL CLEARANCE DIMENSIONS ARE FROM CIC 938 FINISHED FLOOR REFERENCE ELEVATION. CID 978 - ,o 12 l- i 12 0 1" 5._p 5'-Ot 5'-0 11.3332 o '-0 5-Oil 5•_0 ` 5'-0 o O 5 f� 0 5'-07i Nik 5'-01'� 5'-0{� 0 I 4'-3 4._4}� I I / 4'-4 4,-3 a T I w x 6.0X0.25 6.0X0.25 M cn _ 15.93 TO 20.39X0.156 5 16.0 X 0.156 o w 6.0X0.3125 6'OX x o_ 20.39 0.3125 0 CP I 28.07016.0X0.185 6.0X0.25 6.0X0.25 7028.0X a� 185 °' 6.0X0.25 II6OX375 6.0X0.375 . N 0 • 0 i es . \ FB4J FB4p FB4J NS OR FS NS OR FS FB,U NS OR FS FB4p NS OR FS FB4N _ FB`� NS OR FS 101 NS OR FS FB4M g �` NS OR FS c 7 NS OR FS FB4K 0 0 NS OR FS 1 - NS OR FS NS OR FS RIC R1D7 o!14.7 : zcc I 0'-10}!/.;1 - - $OmN I,• \ _______ IgillifilrK1 , z I 1- � 0 i ^ g�Oo u_ q z` Uz<z EX] El 4 '� ' g 2 cryo N mO �� D4E4E 4I/ -.1 N 0 •ewNc, o V 0.o�a x z 0 2'-7 \-3.75 X 0.375 63'-5 3.75 X 0.375) 2'-6}� x N C I 0 o I N V y . n O 0 t- N co I 2 CO 0 mo c— -� .___; 0 5 LT, ci= N �z N =iri mOnfO ul rid 74.4 6' ❑ ❑ T in W N W M tp M VI Q o X N 0 O C X I W o J O N do . Q IIN tiLI1O O I OO N dI . 5 n 0 0 c o5 co +.V_7s)LcIY 3 —" O t— —7 d7 V a.ua a N ce O N O z 0 Scale: NOT TO SCALE x N x Drown by. KER n O Co Checked by. N O CO O O co Project Engineer: DC I 1*-- F' I- "N O Job Number. 16-B-47573 O a 0 Sheet Number. Ell of 17 N. FL. The engineer whose seal I 1 lidELEV. appears hereon is an employee for the manufacturer for the oo E o 4 o materials described herein. Said W co -- seal or certification is limited I I to the products designed and o b manufactured by manufacturer only.The undersigned engineer is - not the overall engineer of record for this project. 40'-0 30'-0 David Lewis Carlson, I 70'-0 OUT/OUT OF STEEL Oregon P.E. 7 616PEP E lr 1 lJ • CIC CID CROSS SECTION AT FRAME LINE "2" otri PRpFes g., 7••16', PLATE SIZE TABLE SPLICE BOLT TABLE CONN. LOW SIDE HIGH SIDE QTY, SIZE TYPE HARDENED BEVELED OREGON WASHERS WASHERS C A 8 X 0.625 X 0'-10i 4L 4)1 *, �Gj B 8 X 0.625 X 2'-11i 8 X 0.625 X 2'-111 (16) i X 21 A325 B&N 16 0 Mar 12,2019 C 6 X 0.5 X 1'-10ti 6 X 0.5 X 1'-104 (12) i X 24 A325 B&N 12 0 S ea D 8 X 0.625 X 2'-11 4 8 X 0.625 X 2'-114 (16) i X 21 A325 B&N 16 0 E 8 X 0.5 X o'-tai !EXPIRATION DATE:12/31/2019 OY/PROJECTS\XDS-V8-01-00 FRAME = Active/ENG/16-B-47573/ver03-dicarison/BLDG-A/Drftg/x03L Active/ENG/16-B-47573/ver03-dicarison/BLDG-A/Drftg/x03R 2/13/19 09:33:48 2/13/19 09:33:48 APPROXIMATE MEMBER WEIGHTS ;e OY/PROJECTS\XDS-V8-01-00 FB SET = Eng/16-B-47573/ver03-dlcarison/BLDG-A/DRFTG/x03L Eng/16-B-47573/verO3-dlcarlson/BLDG-A/DRFTG/x03R C"'§ GENERAL NOTES PRRET MARK WEIGHT �� J FRAME CLEARANCES SHOWN ARE APPROXIMATE AND O MAY VARY DUE TO CONDITIONS (DEFLECTION). R1F 665 • VERTICAL CLEARANCE DIMENSIONS ARE FROM I C1E 1156 FINISHED FLOOR REFERENCE ELEVATION. C1F 672 12 0.9986 I 5,-Oil 1'-4 1'-4 5,- 12 5'-0iii I 1 1 f ate 5.-°f X1.3332 1'-61�s 5'-04 ` S.-oil ! 6 I I I 5'-° 4'-44 C I 4'-31i nk N 6.0 X 0.25 0 1 8.0 X 0.25 20.0 X 0.156 6.0 X 0.25 Lu 20 o .0 X 0.15620.0X0.185 4 La 6.0X0.25 o La 6.0 X 3.0X0. S 0.25 20.0 X 0.185 25 La . rn m a N CI `s• N 0 F840 FB4Q FB4Q NS OR FS NS OR FS1/3 FB4Q NS OR FS NS OR FS 4 NS ORQ S a C -...� NS ORQFS FB40 F, R1E - NS OR FS • .c___ RIF, $ C) �n 4 0'—toil '1Mang F I r6 a 2'- H ..- o NJ, ,r 1 B 3E/3E1 a C7x � 11aWrn • 3.75 X 0.3125 / g'...I ® ❑ in 44r-3i �� tiQ . N 4.m 4 z o t` 3.75 X 0.3125_ _2`-1 •.1 fl m 0 sy1 W civ o z� o O 1 4`67-a N x tY 0 Q o ,ci C3 vt N y. I— r tai ,r) C 2 �_ - —J om i5 , (n1-`- o 1 m r M in Z Ei Wrn0 CI CI W IND ate! 11) ? N i to 0 N I N .Q p wj 0 Li a I x N ;N 0 Ml W l <0 .2 N O O ' N O O U 00 .2 1.1.1 ^ N m M Cs1 \ ` Om O) O O N g 4000 ,C o cci am00aILI v P OC to U a.,-_i a: O C"' C-1 —1 Scale: NOT TO SCALE m m Drawn by: KER O 0 Checked by: x x Project Engineer: DC N Job Number: 16-B-47573 o o Sheet Number. E12 of 17 o 0 0 o The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited dig1N. FL to the products designed and _ LEV. \ manufactured by manufacturer only.The undersigned engineer is t` IL:-, 8 „++ ,,,, g t.: m 0 not the overall engineer of o � o - 0 record for this project. i i =^ o David Lewis Carlson, P.E. Oregon P.E. 79616PE 23'-O41 30'-0 53'-03 OUT/OUT OF STEEL CS CS C1E C1F �0.1)PROFel, CROSS SECTION AT FRAME LINE "3" ��,t N 4- me, PLATE SIZE TABLE SPLICE BOLT TABLE �' • CONN. LOW SIDE HIGH SIDE QTY. SIZE TYPE HARDENED BEVELED OREGON WASHERS WASHERS �� A 8X0.625 XO'-114 Mar 12,2019 12. *An,An, `gid B 8 X 0.625 X 2`-3i 8 X 0.625 X 2'-2i (12) i X 21 A325 B&N 12 0 �414/M CP C 6 X 0.5 X 2'-2}1] 6 X 0.5 X 2'-24 (12) i X 24 A325 BM 12 0 '"�Yt D 8 X 0.625 X 2'-34, 8 X 0.625 X 2'-211 (12) i X 23 A325 B&N 12 0 E 8 X 0.5 X a'-1O JEXPIRATION DATE:12/31/2019 i OY.PROJECTS\XDS-V8-01-00 FRAME = Active/ENG/16-B-47573/ver03-dlcarison/BLDG-AjDrftg/x041. 2/11/19 11:12:14 APPROXIMATE MEMBER WEIGHTS OYjPROJECTS\XDS-V8-01-00 FB SET = Engf16-B-47573jver03-dicarlsonjBLDG-Aft)RFTG/x04L o PART MARK WEIGHT GENERAL NOTESJ RiG 518 m < FRAME CLEARANCES SHOWN ARE APPROXIMATE AND 0 MAY VARY DUE TO CONDITIONS (DEFLECTION). t2 1'-4 . CSW2B 393 6-04CPW3G 352 VERTICAL CLEARANCE DIMENSIONS ARE FROM 1.3332 j 5'_O CF2G 834 FINISHED FLOOR REFERENCE FI FVATION. 03 5-04 b C1G 752 _ 6-04 \ xo 4'-41i - \ w al 4'-3 { o ` 6.0 X 0.25 e 13.5 X 0.134 .,. u 0 N 8.0X0.2560X0.25 0 13.5 X 0.134 a w o.. 0 w N 5 FB4T re NS OR FS a FB4T co NS OR FS 10 \ FB4T NS BOR FS 0 FB4T NS OR FS i° N r N NS OR FS S x m _ -1G o °'' M i ®� ( N — ---_ _-- \-3.75X0.25 m 1 ❑ In r dpp • N 4) O /fJ LTA W 3 Q-:-1 a c. IMI 3.75 X 0.3125 J 1'-9i 25'-7i 1'-11 i U °6 m N - x V = z to o"-C-- -III - t ekaa a W aa, *it o y A 2reAo x z ® ❑ O rz 4a V WN� W a O a. oma o V)tit C a I Vas W N to b w -___ as rn N �, o to n. ,n x m n M t is In In In I 0 d 0 11) N w an 0n ❑ ❑ La 4. M to ci a N x O ac mai a 0 0 M N •i x x 0 X WUW>U i3 N x ci I N 0 0 ) p 1--a U ,w I� N 0 x b ui 6 O aFU0 +a.. al cd O_ 22.:173,..„ ��otn , > E10 t+-fow 3 1.11 n ci 3e2�YO a Uo_`r�V ir o x Scale: NOT TO SCALE in o w? Drawn by KER ci Checked by. x Project Engineer. DC M o Job Number. 16-B-47573 In O Sheet Number: E13 of 17 0 The engineer whose seal 0 appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer IAF N. FL, only.The undersigned engineer is LEV. \ not the overall engineer of record for this project. o �-` 8 o_ a`` `' a _0 L' I''3 o David Lewis Carlson, P.E. I I 0 G7 Oregon P.E. 79616PE 15'-O 15'-O 31'-6hi OUT/OUT OF STEEL (1A-) {c �4tit1 FRjF49, C1G CPW3G CF2G Ca i N F� /p PLATE SIZE TABLE SPLICE BOLT TABLE sx FLG./0.134x0'-11�=WEB w'*•16-1 qNp CONN. LOW SIDE HIGH SIDE QTY. SIZE TYPE HARDENED BEVELED 4 ;, WASHERS WASHERS CROSS SECTION AT FRAME LINE "4" ..- A 8 X 0.5 x o'-10i G OREGON , , B 8 X 0.75 X 1'-8i 8 X 0.75 X 1'-8i (8) i X 2 A325 B&N 8 0 Mar 12, 2019 9G �'¢Y08 Ce9 C 6 X 0.5 X 1'-0 �l`*�Vt/IS GPQ D 6 X 0.375 X 1'-0i (4) i X 1i A325 B&N 4 0 E 12X0.375X0'-111 (4) iX1i A325 B&N 2 0 F 8 X 0.75 X 1'-841 8 X 0.75 X 1'-94 (8) i X 2 A325 B&N 8 0 I 'EXPIRATION DATE:12/31/2019 OY/PROJECTS\XDS—V8-01-00 FRAME = Active/ENG/16—B-47573/ver03—dlcarlson/BLDG—A/Drftg/xO6L 2/11/19 11:11:12 IAPPROXIMATE MEMBER WEIGHTSXii k OY/PROJECTS\XDS—V8-01-00 FB SET = Eng/16—B-47573/ver03—dlcarlson/BLOG—A/DRFTG/xO6L v PART MARK WEIGHT GENERAL NOTES }, < FRAME CLEARANCES SHOWN ARE APPROXIMATE AND 1 R1J ' 560 4 0 MAY VARY DUE TO CONDITIONS (DEFLECTION). . VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVATION. 12 .ted 0.7754 I R `0 V3 4 ee Q V o: w a 6.0 X 0.3125 0 w N 15.5 X 0.25 5 w o: 15.5 X 0.25 • 6.0 X 0.3125 °f So 4 N O 3 a; 13 4U FB4U NS OR FS FB4U NS OR FS `. NS OR FS {^ }. \ V \ �jcj� till\-- � vow {4) X 2" A325 AT WEB �„ c\ L i...t44am°,z,M • 1 .2 4,1)&1 Z (4) X 2" A325 AT WEB � a e W 6 re • 0 4 g^ z°Eo ® ❑ 0.,. z<Z 2:1C U vi n m c P 1 NI E o ' N M LJ a>O 0;� ❑ ❑ U, o w<0 .2 CD < 20 0 w c.:9 ce r 4 (i) u) WM • M ywmYU 3 LLI N U a IV sO Q CL Scale: NOT TO SCALE • Drawn by KER Checked by. Project Engineer: DC Job Number: 16—B-47573 Sheet Number: E14 of 17 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is - not the overall engineer of record for this project. David Lewis Carlson, P.E. Oregon P.E. 79616PE 4i. 21,...11.,.L. LEV. 22'-8{1 ��1I� FCseil i 22—8} OUT/OUT OF STEEL �C? �•GI N 4-- <13, ta4� T';16- 4 . 0 OREGON Z CROSS SECTION AT FRAME LINE "5" Mar 12,2019 i ph444Y�a 04 IEXPIRATIUN DATE:1213112019 OY/PROJECTS\XDS—V8-01-00 FRAME = Active/ENG/16—B-47573/ver03—dtcarlson/BLDG—A/Drftg/x06L 2/11/19 11:11:12 APPROXIMATE MEMBER WEIGHTS OY/PROJECTS\XDS—VS-01-00 FB SET = Eng/16-8-47573/ver03—dlcarison/BLDG—A/DRFTG/xO6L GENERAL NOTES PRRK MMARK I WEIGHT 701 �Is a FRAME CLEARANCES SHOWN ARE APPROXIMATE AND o MAY VARY DUE TO CONDITIONS (DEFLECTION). VER11CAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVATION. 12 0.775 9. U H O 0 N qk 0 U 6.0X0.3125x w o_ 15.5 X 0.25 w . 15.5X0.255 6.0 X 0.3125 w cc o) N O N 0 FB4U y ONS 9R FS o FB4U NSR FS • FB4U NS OR FS - NS OR FS r TO7---1 •VR1K1' g_ \ \ \ \ .. (4) i X 2' A325 AT WEB W ee -I Et a 1. 3 O LL J o Z m I (4) X 2' A325 AT WEB Ci cr Q N m n C7 r Ai <6 rn • A ? 1 zc o MEIz 4j i',. - `13Q Oh Vv1 v Nn. co\ n E O mN in rl II• ts wi,ii.'1: o ❑ ❑ k' N O IrcaPs 'a cg O Ud�J °ct N J Scale: NOT TO SCALE Drawn by. KER Checked by, Project Engineer: DC Job Number. 16-8-47573 Sheet Number: E15 of 17 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer Is not the overall engineer of record for this project. David Lewis Carlson, P.E. Oregon P.E. 79616PE . LEV. . r t0PRppFS 28'—e} acs G t N Fc. ' * 29'-64 OUT/OUT OF STEEL cc. �'..16. 9 © OREGON Z. 43 Mar12,2019 9G/ '�gr5tot Co CROSS SECTION AT FRAME LINE "6" /0 " 2 Ge EXPIRATION DATE:12/31/2019 OY/PROJECTS\XDS—V8-01-00 FRAME = Active/ENG/16—B-47573/ver03—dicarison/BLDG—A/Orftg/x05L 2/13/19 09:00:22 APPROXIMATE MEMBER WEIGHTSV GENERAL NOTES PART MARK WEIGHT FRAME CLEARANCES SHOWN ARE APPROXIMATE AND RKW11 I 296 1 cZ --j MAY VARY DUE TO CONDITIONS (DEFLECTION). CKW1I 700 . VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVATION. 2'-7 9'-2i 2'-7 (A) 8.0 X 0.25 (8) 20.0 X 0.156 ,a. 8.0 X 0.25 o° N qk 0 0 PC28 _ PC2$ w X (4) "0 X 14A325 BOLTS (4) X 14A325 BOLTS in W ".-I \ 7 o RKWI IN._ w (4) 40 X 14/ (4) 4"0 X 14 o: rn A325 BOLTS A325 BOLTS w O in o NI N In Q N O O 0 X X C ;7 / EMMA EllIENg \ o O al N N N N M M 0 1- 0 O x 0 O [ 0 •t- ad O:i U00 ... a_Icc 12 OOmC c x i ..j.I v.,an! 4 i — E„00 20. ® ❑ I I - i ti V„<Z O O PSE 1 0 0 a.,.-o_ NN. 1) CC '' X < W I X U v1 Ca CO tNt 0 co I _ CO �' °' 5 i E •c x M N tIn ts w�a JQ O O I ( C1 O �'aka' lJ ❑ N X X X (no° >o i! I- o 0 a \IJ ! W<0�.10 OL 0syI E 0,0°0(1 Cn I 0 0 -2 LI: 0 3 LB v AA ct Scale: NOT TO SCALE IDrown by KER • Checked by. Project Engineer: DC Job Number: 16—B-47573 Sheet Number. E16 of 17 AN. FL The engineer whose seal LEV \ appears hereon is an employee ® — for the manufacturer for the materials described herein. Said oLL: Di 6; o seal or certification Is limited to the products designed and 61 1'-24 10'-10i 1'-24 64 manufactured by manufacturer only.The undersigned engineer is 14'-4} not the overall engineer of record for this project. David Lewis Carlson, P.E. Oregon P.E. 79616PE cb CS MD C1F CROSS SECTION AT PORTAL FRAME AT GRID LINE JIA” PLATE SIZES C.1. *G I Ne.,. t ( ) X0 � ' , B 8.0 .25 + 7';16 S' PLATE SIZE TABLE SPLICE BOLT TABLE I �� OREGON HARDENED BEVELED Mar 12,2019 �� 9Yng CONN. LOW SIDE HIGH SIDE QTY. SIZE TYPE WASHERS WASHERS Q( S cP A 8” X 0.625 X 1'-24 B 8" X 0.625 X 2'-31 8` X 0.625 X 2'-2i (12) 4 X 2} A325 B&N 12 0 C 8" X 0.625 X 2'-21 8" X 0.625 X 2'-3a (12) i4 X 21 A325 B&N 12 0 ( !EXPIRATION DATE:12131/2019 CONNECTION CODES NAME DESCRIPTION FOR A325 BOLT DIMENSIONS A325 CONNECTION BOLT DIMENSIONS Frame Documentation 05-12-10 (FOR TOP AND BOTTOM BOLT PAI ILRN) D DIAMETER OF THE BOLT 1/2" 3/4" 7/8" 1" 1 1/4" 1 1/2" A325 Connection Bolt Details jun '181R14 HD BOLT HOLE DIAMETER 9/16" 13/16" 15/16" 1 1/16" 1 5/16" 1 9/16" m,, i? C BOLT GAUGE 2 1/2" 3" 4" 3 1/2" 4" 5 1/2" E 0 MAX. WEB THICKNESS (Max. f" Fillet Weld) WITHOUT WASHER 1" 1 1/8" 1 7/8" 1 1/4" 1 3/8" 2 1/8" MAX. WEB THICKNESS (Max. " Fillet Weld) WITH WASHER 3/4" 7/8" 1 5/8" 7/8" 7/8" 1 7/8" \ 4 /2EH I _ t Pi q.--Ell) 9) HG HEAVY CONN. BOLT GAUGE N/A 2 1/4" 2 5/8" 3" 3 3/4" 4" Connection Code S NORMAL BOLT SPACING 2 1/2" 3" 3 1/4" 3 1/2" 4" 4 1/2" (See "Connection Code Format" on this drawing) BSMIN MINIMUM SPACING BETWEEN TOP & BOTTOM SETS OF BOLTS 1 1/2" 2 1/4" 2 5/8" 3" 3 3/4" 4" Connection Location CONNECTION 1B, 11 OR 1P CONNECTION 1F CONNECTION 1E 2'-0" 2'-O" 2'-0" 2'-0" 2'-0" 2'-0" • _ - Q MAXIMUM BOLT SPACING BETWEEN TOP AND BOTTOM SETS OF BOLTS 1/2 BSMAX t CROSS SECTION CONNECTION CODE KEY I— BSMAX SPLICE BOLT SPACING / ( ice) WHEN BSMAX = 2'—O " TO 4'—O Q ON CONNECTION PLATES LESS (NOT TO EXCEED 2'-0) 1/3 BSMAX (till") WHEN BSMAX = 4 Oi TO 6'-0 (AS SHOWN AT CONNECTIONS ON FRAME CROSS SECTION DRAWINGS) a E. a THAN OR EQUAL TO 3/4" THICK 1/4 BSMAX (tib") WHEN BSMAX = 6'-Ole TO 8'-00 F- BFCD MINIMUM BOLT-TO-FLANGE CLEARANCE AT OUT OF NUT 1 1/2" I 1 3/4" 1 7/8" 2 1/4" f 2 1/2" 2 3/4" cc cc J SEE BOLT AT FLANGE DETAIL Flange Brace Material Schedule f_. 01 M W m MINIMUM BOLT-TO-FLANGE CLEARANCE AT CONNECTION PLATE (BFCD + RNWT) PF INSIDE OF FLANGE IS INCREASED BASED ON THE YT & YB VALUE. Part Mark Material g PF SEE BOLT AT FLANGE DETAIL PF FOR CONNECTION B, F, I AND P ARE THE SAME AS USED ON CONNECTION E FB4_ L 2" x 2" x 14 Ga. a: 0 NWT NUT AND WASHER THICKNESS SEE BOLT AT FLANGE DETAIL. NUT THICKNESS IS EQUAL TO THE BOLT DIAMETER FB5_ L2 x2" rn Ga.x14 4 o -- p- RNWT RISE ON NUT AND WASHER THICKNESS AND .15625" WASHER THICKNESS IS USED EVEN IF A WASHER IS NOT REQUIRED. FB6_ L 2" x 2" x rq° N CONNECTION 28, 21 OR 2P CONNECTION 2F CONNECTION 2E 0 TT THICKNESS TOP FLANGE REFER TO FRAME CROSS SECTION DRAWING FOR LARGEST FB7_ L 2 " x 2i" x i" o W TB THICKNESS BOTTOM FLANGE FLANGE THICKNESS EITHER SIDE OF THE CONNECTION. zYT BOLT SPACING TOP (ROUND UP TO NEXT 1/2", MIN =_S) 3" + TT 3 1/2" + TT 3 3/4" + TT 4 1/2" + TT 5" + TT 5 1/2" + TT I • 0 YB BOLT SPACING BOTTOM (ROUND UP TO NEXT 1/2", MIN = 5) or TB Sloped or TB Sloped or TB Sloped or TB Sloped or TB Sloped or TB Sloped 0 EED(E) MINIMUM END EDGE DIMENSION 1 1/4" 1 1/4" 1 1/2" 1 3/4" 2 1/4" 2 5/8" F R EED(S) MINIMUM SIDE EDGE DIMENSION 3/4" 1" 1 1/8" 1 1/4" 1 5/8" 2 1/4" Gusset Plate t Cs (At Rafter Outer Flange shown) to) $ [ill ff EEDK END EDGE DIMENSION AT KNEE CONNECTION 1 3/8" 16 3j$" 13 514$' 1 7/8" 2 3/8" 2 3/4" 0 MINIMUM BOLT CLEARANCE FROM WITHOUT WASHER 7/16" /8" " 13/16" 1" 1 3/8" h 3 -' 1/11) BCWM ED 51 G EED S/HD D (BOLT DIAMETER) U z M R A FLANGE OR WEB WELD WITH HARDENED WASHER 9/16" 3/4" 7/8" 1" 1 1/4" 1 1/2" _ _ ( ) (HOLE DIAMETER) — o Oc4 - WCSM MINIMUM WIDTH OF CONNECTION PLATE (Standard Connection) 5" 6" 8" 8" 10" 12" l C5 n '443.4P rn CONNECTION 38, 31 OR 3P - WCHM MINIMUM WIDTH OF CONNECTION PLATE (Heavy Connection) N/A 10" 12" 12" 16" 18" a w m o: _ CONNECTION 3F CONNECTION 3E " " , EED(E) 4 it -� E c� O y - TCMIN MINIMUM THICKNESS OF CONNECTION PLATE 1/4" 3/8" 7/16" 1/2" 5/8" 1" .-- III — N o m z MO <qq �ED(S G ED(S) FED(S HG _G HG ED(S) "ID — S O -4 N O �^ 1 D (BOLT DIAMETER) - - D (BOLT DIAMETER) - PF ' C2 q O R. ' HD (HOLE DIAMETER)) HD (HOLE DIAMETER) $ 4 [) ) R Top Connection Code K -- r TT YT kt' — EED(E) r EED(E) w — C� "' PF 2 C• y R k i D [J' , PF PF �0 ' S 1 - iii - TT YT '' TT YT if — 5 i E e Di j j k?' Splice Bolt Spacing O °°n rr) _� Top Connection Code _ — PF Top Connection Code -< • PI -� PF �.�''�-See BSMAX w r'on 1. See El CONNECTION 4B, 41 OR 4P CONNECTION 4F CONNECTION 4E — " S S BSMINav Q O i� - • • Splice Bolts tie O O el /2 CI S I I S (See BSMAX in Table) BSMAX O O ._ E c`°.ay 07 4 E E H arit — Splice Bolt Spacing 111 — kSplice Boit Spacing � ��W N '3WCONNECTION DESIGNATION „ � eBSMAXSee BSMAX Sci a`° ciD BLANK = STANDARD CONNECTION (777 RRH = HEAVY CONNECTIONSlice Bolts >� BandlNSpNce Bolts • • - BSMIN it — Scale: NOT TO SCALE PI ^- BOTTOM CONNECTION CODE (dee BNA in Table) BSMAX (See 135MAX in Table) I BSMAX PF Drawn by. KER \,,, ,. �1' - BOTTOM QUANTITY OF BOLT ROWS Bottom Connection Code.< -1 TB YB Checked by. !=f' - CONNECTION DESIGNATION _ _ 1 PF Project Engineer: DC //) 4111 f D BLANK = STANDARD CONNECTION = PF • PF �� S Job Number: 16-9-47573 C H = HEAVY CONNECTION �-- -� Bottom Connection Code ” —._TB YB Bottom Connection Code — —STB YB = _ — Sheet Number: E17 of 17 - TOP CONNECTION CODE PF _ PF EED(E) or EEDK The engineer whose seal _ - TOP QUANTITY OF BOLT ROWS — appears hereon is an employee CONNECTION 4X CONNECTION CODE FORMAT „ EED(E) or EEDK EED(E) or EEDK for the manufacturer for the Gusset Plate materials described herein. Said — ---.-- (At Rafter Inner Flange shown) seal or certification is limited STANDARD CONNECTION DESIGNATION HEAVY CONNECTION DESIGNATION 4X CONNECTION DESIGNATION tothe products designed manufactured bymanufacturer . CONNECTION CODE DESCRIPTION (CODE 4E 2E SHOWN) (CODE 4EH/2EH SHOWN) CODE 4X 4X SHOWN only.The undersigned engineer is / CONNECTION PLATE / ( / ) not the overall engineer of record for this project. - B = THIS DESCRIPTION CODE IS USED TO DEFINE SHEAR CONNECTIONS. BOLTS ARE LOCATED INSIDE WASHER(IF REQUIRED) THE TOP FLANGE AND CONNECTION PLATE IS RECESSED 1/8" BELOW THE TOP FLANGE. CONNECTION BOLT NUT David Lewis Carlson, P.E. PLATE LENGTH MUST BE A MINIMUM OF HALF THE RAFTER WEB DEPTH AND SHALL NOT EXCEED THE Oregon P.E. 79616PE RAFTER TOTAL DEPTH. E = THIS DESCRIPTION CODE IS USED TO DEFINE MOMENT CONNECTIONS. BOLTS ARE LOCATED WITH COLUMN RAFTER ONE SET OUTSIDE THE TOP OR BOTTOM FLANGE AND THE REMAINING SETS ARE LOCATED INSIDE THE ')-.. ,��1�_ TOP OR BOTTOM FLANGE. BFCD PF PFCOLUMN OR NWT - F = THIS DESCRIPTION CODE IS USED TO DEFINE MOMENT CONNECTIONS. BOLTS ARE LOCATED INSIDE RAFTER FLANGE\ F , , _,, RNWT" THE TOP OR BOTTOM FLANGE AND CONNECTION PLATE PROJECTS 1/2" BEYOND THE TOP OR BOTTOM -0-÷ CONNECTION PLATE I FLANGE. (REVD SPACES) S LENGTH IS EQUAL TO - I .- eta OR GREATER THAN HALF J- ,RNWT --. NWT BOLTS MAY BE ,��►�'.•�'PRaee I = THIS DESCRIPTION CODE IS USED TO DEFINE MOMENT CONNECTIONS. BOLTS ARE LOCATED INSIDE I THE RAFTER WEB DEPTH 7 FIELD INSTALLED IN G ti N r THE TOP OR BOTTOM FLANGE AND CONNECTION PLATE IS RECESSED 1/8" BELOW THE TOP OR BFCD.' PF BFCD EITHER DIRECTION �.? �4' BOTTOM FLANGE. —( Rk * '9 It ________i P = THIS DESCRIPTION CODE IS USED TO DEFINE SHEAR CONNECTIONS. BOLTS ARE LOCATED INSIDE cc, 7!;16-, c- THE TOP FLANGE AND CONNECTION PLATE IS RECESSED 1/8" BELOW THE TOP FLANGE. CONNECTION — —1 ' BOLTS MAY BE PLATE LENGTH MUST BE A MINIMUM OF HALF THE RAFTER WEB DEPTH AND SHALL NOT EXCEED THE FIELD INSTALLED IN _ —� to OREGON RAFTER TOTAL DEPTH. EITHER DIRECTION "1L� 4f.Qy 67 4X = THIS DESCRIPTION CODE IS USED TO DEFINE MOMENT CONNECTIONS. BOLTS ARE LOCATED WITH ^�� Mar 12, 2019 Q Q`o TWO SETS EACH SIDE OF THE TOP OR BOTTOM FLANGE WITH A GUSSET PLATE OUTSIDE THE TOP AND Y Y 4evitisa BOTTOM FLANGE OR COLUMN CAP PLATE CONNECTION B & P BOLT AT FLANGE DETAIL (Low Side Shown, High Side Similar) (Top Flange Shown, Bottom Flange Similar) !EXPIRATION DATE:12/31/2019 Anchor Rod Drawings Y w 1) This drawing is for anchor rod placement only and is not foundation design. 2) Foundation must be square and level with all anchor rods true in size, location, N., .t and projection. os d 3) Projection shown must be held to keep threads clear of finished concrete. 4) This structural design data includes magnitude and location of design loads and support conditions, material properties, and type and size of major structural members necessary to show compliance with the Order Documents at the time of T this Issue. Any change to building loads or dimensions may change structural Y Y member sizes and locations shown. This structural design data will be superseded and voided by any future mailing. 20'-0 OUT/OUT OF STEEL "S 32'-6i 5) Anchor rod size is determined by shear and tension at the bottom of the base plate. The length of the anchor rod and method of load transfer to the foundation 1•-2 18'-34 64 are to be determined by the foundation engineer, and are not provided by the r6 manufacturer. 6 Anchor rods are ASTM F1554 Gr. 36 material unless noted otherwise. •Q 7) 3000 psi concrete compressive strength (fc) is assumed for the purpose of /-� X BRACEen column base plate design unless otherwise noted. IwE.. 11JJ o'-11 � 0'-111 50.87' CV o _ I- 0 FINISH FLOOR AT ELEVATION 100'-0 •, . • !'W ccQ 0 I 0 vw .- i 5 _ w Os co • 0— . a CN o •� sl. q N •d, 0 r c O co0 1'-9 °G� co I _ O,. 1 _ Q.I. s �Y o i• U o, 0 OmN 2 H N tavern 0 W 1 S Z j((nz ® ❑ O 0I- I J C4 qw W ......0:1‹ o ( O �1 z ae w,--a D 1'-2 4 0 0 V I � 9.13' w N '+ io « {l_ 3,f V m j E , kt .. v 'ii Arno � . :;1 ❑ ❑ N Q O ., W Q O p 0 0 0 J L.„,&-,0„,....,- • 6, 1W LI i -+r in re ia 0,0 w y "3 W '01 o Ua a`o�� O Ct i•- Scale: NOT TO SCALE m oDrawn by: KER 6/18/18 o Checked by: PTP 6/18/18 0— 0 e . o Project Engineer: DC I M Job Number: 16-8-47573 Sheet Number: Fl of 4 The engineer whose seal o I Oo P eahereon is an the manufacturer for employee I f In in materials described herein. Said SWC seal or certification is limited to the products designed and EWDS (© C ® �(� © (5?„.. � only.The manufactured d manufacturer engineer ris .. •« • •1, •«• �+ EWB KEY PLAN r �-• .� not the overall engineer of ' O'-11}1 � eI I. fl :I I: I record for this project. EWD 3,-7 I PORTAL FRAME David Lewis Carlson, P.E. F o Oregon P.E. 78616PE 5'-2 12'-33 0 2'-Oi 10'-31 2'-03 16'-8 ` SWA C-10} ACCESSORY SCHEDULE ( o o MARK DESCRIP110N I DETAIL QUAN.I I 0 12'-8I b ® 12'-O X 14'-0 FRAMED OPENINGS I > 1 Q 3'-4X7'42 FRAFRMED OPENINAMED GS OPENINGS I 1 1 1'-2 18'-3 14'-41 17'-6 1'-2 ks--ctk� fed. 52'-6i OUT/OUT STEEL (.?1 `i Ct. Q 40 vIt ANCHOR BOLTS TO BE DESIGNED 1 2 3 c!:- ;y 7.•1S I g' BY FOUNDATION ENGINEER USING DIAMETERS SHOWN IN THIS TABLE. G OREC,a(N1I ANCHOR ROD DESCRIPTION QUANTITY1L,r4rci 08 tis i .0 DIAMETER X 14 Mar 12, 2019 �PQ` "0 DIAMETER X 52 ANCHOR ROD SETTING PLAN 1"4i DIAMETER X 8 IEXPIRAT,ON DATE:12/31/2019 { MSC CODE OF STANDARD PRACTICE TOLERANCES FOR SETTING ANCHOR RODS 1'-6 0'-11 84 0'-11 1'-6 0'-11i 8} 0-11 re 3" 4' 3" 4" ! 3' 4" 13" 4" U Y S ectified Column Centerline . I ,,,,,u �� a 4 Steel Line N NI I N N ::4-1— Bottom of Base Plate 100 I°° I b I m N N N N ±-1/8" (±3m4r ±1/4" j I I I (±6mm) IF1I A-7' f1/2" 1 i I t13mm) 1'-9 1 0'--114 1'-9 0'-114 —I...—0-- ±1/8" H I I t1 8" (t3mm)i Base of Steel 0_ ® I® ® _ ® ® ® ap I 1 (±3mm) H �7 ' Yf H� N7 H 07, H H7 ..-..- (..a 1 I 'Variation in Elevation to / c, _.,.— the Tops of Anchor Rods f k ., ,i5 0 0 L L qk t1/6' BASE PLATE AND ANCHOR ROD TOLERANCES TYPICAL SECTION TYPICAL SECTION TYPICAL SECTION TYPICAL SECTION a (t3mmjFLo a "O ANCHOR RODS "0 ANCHOR RODS i''95 ANCHOR RODS �" ANCHOR RODS ANCHOR ROD SETTING TOLERANCES O © w o BASE OF STEEL AT ELEV. 100'-0 BASE OF STEEL AT ELEV. 100'-0 BASE OF STEEL AT ELEV. 100'-0 BASE OF STEEL AT ELEV. 100'-0 w Ld 84 1 1'-2 8# -- 1'-0 8" 8" co 3" f4" 1 3' ¢' 21 3 2i 3 0'-11 0'-11} o Q \ Iliti P N N fV M rig- M nr ] H H� 7 H H M O 1 N-H I 1 v� I SLOPE I I I I--------- -----./ _ / 4 o _ 9" TYPICAL SECTION TYPICAL SECTION 0'-114 o'-iii 24 3 124 3 3i ® ®® i w 1"0 ANCHOR RODS i"4 ANCHOR RODS H M-.4 H H7 ' o a NI S. = N 41 41 i O U Q Z "I WZ I I C JfY r 1'-1 6 0'-11 L p w •-t-s1 ....) I I I 13" 4" 5 z N .-----------) 8" ElLiit ZN darn TYPICAL SECTION TYPICAL SECTION TYPICAL SECTION TYPICAL SECTION r 2" 2" "o E ® ❑ O "� ANCHOR RODS O i"stl ANCHOR RODS n i"O ANCHOR RODS O �"0 ANCHOR RODS '.O m N ' ¢a M111111 w 2 �wNr BASF OF STEEL AT ELEV. 100.-0 BASE OF STEEL AT ELEV. 100'-0 BASE OF STEEL AT ELEV. 100'-0 BASE OF STEEL AT ELEV. 100'-0 V a 0 I - v UI• N 1� Nr m -. i"., IBM IO t mN) 13- fid 3" 8" 0:.1;',: nn 84 0'-11 I I 1.-1iIcr ii < rO o UJ 0'-114 0'-114 u e7 m:pn p, j `r • �a'�y 3 L1J z qI qq� o qI q ' ' Scale: NOT TO SCALE Drawn by KER 6/18/18 f —r Checked by. PTP 6/18/18 TYPICAL SECTION TYPICAL SECTION Project Engineer: DC O "ib ANCHOR RODS © 1"0 ANCHOR RODS Job Number: 16-B-47573 BASE OF STEEL AT ELEV. 100'-0 BASE OF STEEL AT ELEV. 100'-0 Sheet Number: F2 of 4 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. David Lewis Carlson, P.E. Oreoon P.E. 79616PE 4 OREGON 2 Mar 12, 2019 14-.4,494), 2941 40 4ENIS Ce 1 EXPI RATION DATE;12/31/2019 , ID/1 /I /I Ti re m�M X70./22./10.323 20./120. .108 N IA1EE:47573An DATE.: PAOE:1-3 met 700../22/10.323 20./120. JOBB NAIE:4�3An FFILE:fiit/1� PA9E:1-4 met 70/22./10.'23 20./120. JOB 4 S73A FLE:a2 1/19 PACE:1-5 ("�j, Y SUPPORT REACTIONS FOR EACH LOAD GROUP SUPPORT REACTIONS FOR EACH LOAD GROUP SUPPORT REACTIONS FOR EACH LOAD GROUP •LOCATIGt i41AIns 1 •LOCATION: Gridlk:ec 1 'LOCA edam& 1 �'•� J NOTES) All reactions are In kips and kip-f. 79:13:27:24 NOTES:(t)Ai reactions are In kips and kip-ft. TME 13:27:24 NOTES:( All reaction,are In kip■ad kip-ft TI E:1M 27:24 DQ (2)The seismico,.r ■trenath factor(Omega)4 not Included in the'RBDWEQr and'RBUPEQ'Load Group reactions. (2) e■■ismksw oretrw9th factor(Omega)(Omega) not indin udad the'RBOWEQ"and'RBIIPEQ'Load Group reac8w.a ( The sank oNntr■nyth factor(Omega)le not Incudal in Me'R NEG"and"RBUPEQ"Load Group reactions, (� Seismic'BASE-ONLY combination madam Include an owr■trangth factor at 2.000 ( Sammie RASE-ONLY combination reactions Include an waebe:gt:factor oh 2.000 () Seismic BASE-ONLY`combination Include on awrsha g h factor at 2.000 (4)%�WaeIng winYea tlarn(�RBPIA.W and RBUPEQLae combined with LW.and LEO Coupe 0 4 (43 x-brachg rad (�RBPULW and RB PEQ)Lare combined with LW.and LEO groups only. (4)X bracLpgrea ns((RRBPUarL.Wnand REIUPcunatore combined MM LW.and LEO groups only. REACTION NOTATIONS REACTOR ROTATORS REACTIONNOTATIONS Z` "y�.y7 06 $ 31' 4j St 3* $ $ `}e9 S 0..fr .5 / / / / / / /' 11. Hl H1 H2 --s H3 -.HR HL H1 H2 --s H3 HR H4 V V. Vi V2 V3 VR VL VI V2 V3 VR V4 0 e_F e_E e_p e_C >_A liE Tip [C e_A 1•'8 O ek . O U LOAD GROUP FACTION TABLE GRIDUNES•- 1 LOAD GROUP REACTION TABLE GRIDUNES•s, 1 LOAD GROUP FACTION TABLE CRIDUNES•- 1 W COLUMN .A-F •-A •-E s-D •--C 1 COLUMN •-F *-A •-E e-D *-c COLUMN s-B a. LOAD GROUP FL VL LNL FIR VR LIR H1 VI LN1 H2 V2 1112 1t3 V3 IN3 WAD GROUP I HL I VL I LIL I HR IVR 1111 I H1 I Vi I LN1 I H2 I V2 I LN2 I H3 I V3 I LN3 LOAD GROUP N4 V4 1.144TC) DL 0.0 0.7 0.0 -0.0 0.7 0.0 0.0 0.9 0.0 0.0 1.0 0.0 0.0 1.0 0.0 R O1 LW -0.0 10.7 0.0 0.0 -0.1 0.0 0.0 -0.3 0.0 0.0 -0.0 0.0 0.0 -0.0 0.0 I& 0.0 1.0 0.0 V1 _ COU. 0.0 0.3 0.0 -0.0 0.4 0.0 0.0 _ 0.7 0.0 0.0 0.8 0.0 0.0 0.9 0.0 COU. -0.0 0.9 0.0 • w SNOW 0.1 1.4 0.0 -0.1 1.8 0.0 0.0 3.2 0.0 0.0 3.8 0.0 0.0 4.0 0.0 SNOW -0.0 3.9 0.0 Fe LL 0.0 1.1 0.0 -0.0 1.5 0.0 0.0 2.5 _ 0.0 0.0 3.0 0.0 0.0 3.2 0.0 [DAD U. -0.0 3.1 0.0 cc RBOWEQ -0.0 5.6 0.0 0.0 -0.0 0.0 0.0 -0.1 0.0 0.0 -0.0 0.0 0.0 -0.0 0.0 RBOWLW Downward Acting Rod Brace Load from Long.Wind RBDWEQ -0.0 0.0 0.0 EQ -1.2 -3.0 0.0 -1.0 2.0 0.1 -0.0 3.4 0.1 -0.0 -0.6 0.1 -0.0 0.6 0.1 EQ 0.0 -2.4 0.1 w O RBUPEQ 0.1 -5.6 -4.7 -0.1 0.1 0.0 -0.0 0.1 0.0 -0.0 -0.0 0.0 -0.0 0.0 0.0 RBUPEQ 0.0 -0.i 0.0 d N 111_1 -3.1 -8.3 0.0 -3.3 1.1 0.0 -0.0 0.3 0.0 -0.0 -6.3 0.0 -0.0 -2.5 0.0 WL1 0.0 -8.5 0.0 O N 001.2 -4.0 -5.2 0.0 -2.4 2.3 0.0 -0.0 1.1 0.0 -0.0 -4.7 0.0 -0.0 -1.1 0.0 1002 0.0 -5.2 0.0 0 WL3 3.5 3.0 0.0 3.0 -5.6 0.0 0.0 -7.4 0.0 0.0 -2.1 0.0 0.0 -5.3 0.0 • 11.3 -0.0 -2.3 0.0 WL4 2.6 4.1 0.0 3.9 -4.3 0.0 0.0 -6.6 0.0 0.0 -0.5 0.0 0.0 -3.9 0.0 111_4 -0.0 -1.0 0.0 0 LWLI 1.9 -2.3 0.0 -1.4 -2.9 2.3 -0.0 -4.5 3.7 -0.0 -5.3 4.5 -0.0 -3.3 4.9 LYA.1 -0.0 -1.9 4.6 •S ,r RBUPLW 0.1 -10.6 -8.5 -0.1 0.2 0.0 -0.0 0.2 0.0 -0.0 -0.0 0.0 -0.0 0.0 0.0 RBUPLW 0.0 -0.3 0.0 X LWL2 1.3 -2.9 0.0 -1.9 -3.1 2.3 -0.0 -0.9 3.7 -0.0 -3.1 4.5 -0.0 -.3.9 4.9 LWL2 -0.0 -5.7 4.6 __.__ L3 1.0 -1.2 0.0 -0.5 -1.6 -2.3 0.0 -3.6 -3.7 0.0 -3.7 -4.5 0.0 -1.9 -4.9 LMT..3 0.0 -0.7 -4.6 LW LWL4 0.4 -1.8 0.0 -1.0 -1.8 -2.3 0.0 -0.0 -3.7 0.0 -1.5 -4.5 0.0 -2.5 -4.9 L111.4 0.0 -4.5 -4.6 RS 0.0 0.1 0.0 -0.0 0.4 0.0 0.0 0.3 0.0 0.0 0.1 0.0 0.0 1.5 0.0 RS -0.0 1.7 0.0 LS 0.0 0.4 0.0 -0.0 0.2 0.0 0.0 0.8 0.0 -0.0 1.5 0.0 -0.0 1.2 0.0 LS 0.0 0.2 0.0 RBOMLW -0.0 0.1 0.0 WAu WWI,brAL eve CGI C.1 0 11 JnAn LOMROI OL Roof Dead Load w •r c flu • 01 : Roof Dead Load COLL : Roof Collateral Load (~ 3 •Q 1j COLL Roof Collateral Load SNOW Roof Snow Load W SNOW : Roof Snow Load LL . Roof Ltvs Load ""' 8 p a N _ R OWEQ Downward Acting Rod Brace Load from Long.Seismic - CFI PI i�J `,,E h LL Roof live Load MOWED Downward Acting Rod Braes Load from Long.Seismic v Z N EQ Lateral Seismic Load(parallel to plena of frame] t "C W EQ : Lateral Seismic Load[parallel to plana of frame] W RBUPEQ : Upward Acting Rod Brace Load from Long.Seismic > RBUPEQ Upward Acting Rod Brace Load from Long.Seismic W1.1 : Wind from Left to Right with+GCp1 ss ' a 0r-0 p W i : Wind from Left to Right with+GCpi 1I2 : Wind from Left to Right with-GCpi A O ® ❑ 11..2 : Wind from Left to Right with-GCp1 WL3 : Wind from Right to Left with+GCpi ti I is j(/)2 WI.3 : Wind from Right to Left with+GCpi VA-4 : Wind from Right to Left with-GCpi "� p `..... ++m q *L4 : Wind from Right to Left with-GCpI LM1.1 Windward Corner Left with+GL>;nd CO q ,S W 4> re LWL1 : Windward Corner Left with+GCpi RBUPLW : Upward Acting Rod Brow Load from Lang Wind Q W N RBUPLW : Upward Acting Rod BraLoad from Long.Wind LWL.2 : Windward Corner Right with+GCp1 C� C 4 ,^_R. LWL2 : Windward Corner Right with+GCpi LWL3 : Windward Corner Left with-GCpI LWL4 : Windward Corner Left with-GCWI LWL4 : Windward Corner Right with-GCpi RSL4 : Windward c Corner Right with-Load "4 RS : Unbalanced Right Roof Snow Load RS : Unbalanced Right Roof Snow Load C. LS : Unbalanced Left Roof Snow Load LS Unbdmwd Left Roof Snow Load ne M RBOWW.W Downward Acting Rod Brave Load from Long. Mind h Ne -11of W FRAME 0. USER NAME:dkaisan DATE 2/11/19 PAGE 2-3 FRIiIE 0. USER NATE Acadian DATE: 2/11/19 PACE 2-4 NOTES ] w 70./22/16.344 20./120./ JOB NAIE:47573A 11L frvne-2.fio as 70./22/16.344 20./120./ JOB NA 47573A FWEfrane�.fra (.� m n PI OP • SUPPORT REACDDNS FOR EACH LOAD GROUP SUPPORT REAC1KMS FOR EACH LOAD GROUP 1) THE REACTIONS PROVIDED ARE BASED ON THE ORDER DOCUMENTS AT Cm C? •), ❑ •LOGTIOFk Gfdikuc 2 •LOCA Gridknssc 2 THE TIME OF MAIUNG. ANY CHANGES TO BUILDING LOADS OR DIMENSIONS �` Or': NOTES 1 Aa raxtlon■me In kip■and kip-ft. TIIE:14:21:03 NOTES:(1 Al reactions are In kips and kip-ft 1ME14c21:03 MAY CHANGE THE REACTIONS. THE REACTIONS WiU.BE SUPERSEDED AND 'w" The sd■nle ovasbenath factor(Omega is not included In the'RBDWEQ'and'RBUPEQ'Load Group reactions The sdanic owrsbsnyth factor(Omega le not included In the'WNW and*ROMEO'toad Group reactions. (r) re Seismic RASE-ONLY combination s include an owerweength factor at 2.000 &dank RASE-ONLY`combination kxn Include m oversbsngth factor of 2.000 VOIDED BY ANY FUTURE MAIUNG. 0 (3 Prkno,y wind load eases 0.e mat oonwrr�mt ( Primary wind load wpm ore not concurrent 2) THE REACTIONS PROVIDED HAVE BEEN CREATED WITH THE FOLLOWING C] iri (4)X-bearing reactions(RBPL LW and RBUPnEu as combined with UAL and LEO groups only. (43 X-brac ng reactions(R8PULW and RBJPEQ)are combined with LW.and LEO grope only. p <p a LAYOUT(UNLESS NOTED OTHERWISE). + 0 < O d REACTION NOTAIiGNS REACTION NOTATIONS / a)LOADA REACTION GROUP.TABLE IS PROVIDED WiTH THE REACTIONS FOR EACH -ear;tr)I : L7 Cl) / / b)RIGID FRAMES m w N On fr. // (1)GABLED BUILDINGS DETERMINEDIGHT COLUMNS ARE vQ.1.1-p 141 •It LL] (a)LEFT DE LEFT AND ROF THE BUILDING, AS SHOWNON THE IF RODE tJ'1` W t�5- o DRAWING, FROM THE OUTSIDE OF THE BUILDING. (b)INTERIOR COLUMNS ARE SPACED FROM LEFT SIDE TO RIGHT SIDE. Scale: NOT TO SCALE 3%'• 300, (2)SINGLE SLOPE BUILDINGS (D)LEFT COLUMN IS THE LOW SIDE COLUMN. Drawn by. KER 6/18/18 HL----�, " ---e + HR HL- -s HR (b)RIGHT COLUMN IS THE HIGH SIDE COLUMN. (c)INTERIOR COLUMNS ARE SPACED FROM LOW SIDE TO HIGH SIDE Checked by. PTP 6/18/18 VL VR VL VR c)ENDWALLS Project Engineer: DC •-F � I •LA lj' FI 'eI _A I (1)LEFT AND WALL RITMEEGHT OIJT'NOCOLUMNS ARE DETERMINED AS IF VIEWING THE (2)INTERIOR COLUMNS ARE SPACED FROM LEFT TO RIGHT. Job Number 16-0-47573 d)ANCHOR ROD SIZE IS DETERMINED BY SHEAR AND TENSION AT THE WAD GROUP REACTION TABLE CRIDUNES+•• 2 LOAD GROUP TABLE GRIDUN •- 2 BOTTOM OF THE BASE PLATE. THE LENGTH OF THE ANCHOR ROD Sheet Number: F3 of 4 COLUMN *-F •-ACOUMF'N •- •-A AND METHOD OF LOAD TRANSFER TO THE FOUNDATION ARE TO BE LOAD GROUP It VL LNL HR VR WR I LOAD GROUP HI. 1,1- 1,1- I UL HRI WR I MtDETERMINED BY THE FOUNDATION ENGINEER. The engineer whose seal a)ANCHOR RODS ARE ASTM F1554 Gr. 36 MATERIAL UNLESS NOTED appears hereon is an employee DL 1.3 3.0 0.0 -1.3 3.1 0.0 RBDWLW -0.0. 10.4 0.0 0.0 -0.0 0.0 OTHERWISE ON THE ANCHOR ROD LAYOUT DRAWING for the manufacturer for the COLI 1.8 3.6 0.0 -1.8 3.1 0.0 f)X-BRACING materials described herein. Said SNOW 8.1 14.3 0.0 -8.1 14.3 DA (1)ROO BRACING REACTIONS HAVE BEEN INCLUDED IN VALUES SHOWN LL 6.5 11.4 0.0 -8.5 11.5 0.0 [DAD arCILP OEScsFPWFOI IN THE REACTION TABLES. seal or certification is limited RBDWEQ -0.0 5.5 0.0 0.0 -0.0 0.0 RBDWLW : Domwod Acting Rod Braes Load from Long.Wind (2)FOR IBC AND UBC BASED BUILDING CODES, WHEN X-BRACING IS to the products designed and EQ -1.5 -0.9 0.3 -1.6 0.9 0.0 PRESENT IN THE SIDEWALL, INDIVIDUAL LONGITUDINAL SEISMIC manufactured by manufacturer RBUPEQ 0.0 -5.5 -4.7 -0.0 0.0 0.0 LOADS(RBUPEQ AND RBDWEQ)DO NOT INCLUDE THE AMPUFTCATION only.The undersigned engineer Is _ NJ -9.1 -14.0 0.0 2.4 -9.2 0.0 FACTOR. 00. 00x2 -7.7 -8.0 0.0 0.9 -3.2 0.0 (3)FOR CANADA BUILDING CODE(NBC), WHEN X-BRACING IS PRESENT not the overall engineer of 001 i -2.2 -9.1 0.0 9.1 -13.8 0.0 IN THE SIDEWALL OR ENDWALL. INDIVIDUAL LONGITUDINAL SEISMIC record for this project. WL4 -0.8 -3.2 0.0 7.6 -7.8 OA LOADS(RBUPEQ&RBDWEQ) ARE MULTIPUED BY FORCE REDUCTION FACTOR, Rd, MEN SPECIFIED SHORT-PERIOD SPECTRAL LW1.7 -3.0 -12.8 -4.0 3.4 -10.4 0.0 ACCELERATION RATIO IEFeS40.2) IS GREATER THAN 0.45. - David Lewis Carlson, P.E. RBUPLW 0.1 -10.4 -0.6 -0.1 0.0 0.0 3)REACTIONS ARE PROVIDED AS UN-FACTORED FOR EACHLOAD GROUP Oregon P.E. 79616PE L912 -3.2 -10.2 -4.0 2.7 -12.6 0.0 LWt_3 -1.5 -8.9 3.4 2.0 -4.4 0.0 APPROP TO COLUMN. THE FOUNDATION HEE INEER WIL1 APPLY THE LWL4 -1.7 -4.2 3.4 1.2 -6.6 0.0 APPROPRIATEANCLOAD FACTORS UILAND COMBINEE REACTIONS IN ACCORDANCE WITH THE BUILDING CODE AND DESIGN SPECIFICATIONS TO RS 1.9 2.3 0.0 -1.9 4.3 0.0 DETERMINE BEARING PRESSURES AND CONCRETE DESIGN. THE FACTORS LS 2.2 4.1 0.0 -2.2 2.7 0.0 APPUED TO LOAD GROUPS FOR THE STEEL COLUMN DESIGN MAY BE DIFFERENT THAN THE FACTORS USED iN THE FOUNDATION DESIGN. a)FOR PROJECTS USING ULTIMATE DESIGN WIND SPEEDS SUCH AS 2012 1nAn GROUP 11F1011PION IBC, 2015 IBC, OR 2014 FLORIDA BUILDING CODE, THE WIND LOAD IX- Roos Dead Load REACTIONS ARE AT A STRENGTH VALUE WITH A LOAD FACTOR OF 1.0. CGI!_ Roof Collard Load b)FOR IBC CODES, THE SEISMIC REACTIONS PROVIDED ARE AT A Roof Load STRENGTH LEVEL AND DO NOT CONTAIN THE RHO FACTOR, n}�y�w SNOW : c)FOR NBCC CODES, THE SEISMIC REACTIONS PROVIDED DO NOT PR RBDWEQ : Brace Downward Acting Rod Load from Long Seks Ic CONTAIN THE ft",FACTOR. y 1J!' U. RBU. : Roof Live Load EQ : Lateral Seismic Load[parallel to plane of frame] EACIIONS.AHOWEVER�E INDIVIDUAL.LOADREACTIONS PROVIDEDA MAY I� *(yl N�" -_,,, NUPE() : Upward Acting Rod Brace Load from Lang Seismic USED BY THE FOUNDATION ENGINEER TO DETERMINE THE APPUCABLE WL1 : Wind from Left to Right with+GCpi LOAD COMBINATIONS FOR HIS/HER DESIGN PROCEDURES AND ALLOW FOR C �7t..16•1 001.2 : Wind from Left to Right with-GCpi AN ECONOMICAL FOUNDATION DESIGN. ,r/�� er, MU : Wind from Right to Left with+GCpI s f`-'4^ .� NIA : Wind from Right to Left with-GCp1 ��"�� LVA1 : Windward Corner Left with+GCp1 fl OREGON ,ze RBUPLW : Upward Acting Rod Brace Load from Long.Wind L%L2 : Windward Corner Right with+GCpi ��/ '9YDg 4. �q LWL3 : Windward Corner Left with-GCpi Mar 12,2019 44V LWL4 : Windward Corner Right with-GCM �1Cyppt+OP�\ RS Unbalanced Right Roof Snow Load `••elv7 LS Unbalanced Left Roof Snow Load IEXPIRATION DATE:12/31/2019 a D: FRAME ID/3 USER NNE dk:aesa DAIS 2/1J 9 PRIX: FRAME4 USER NAMEdcal m DA1E 9)2/11/79 PAfE:4-2 FRAME fa USER NAM deeds= DAM 2/13/18 PAGE;5-2 d W as 53.024/23.4144/16. 20./1 JOB RAIE:47573B FEE� QEcoD fra r rn1 30.1a1/22/10. 24/120 .GIB NNE:47573A FIE6ana-4.fro pf 14375/22 main building a JOB NAIE:47573A F!E9vrr..patd 0 sSa NC SUPPORT REAC11Qf6 FOR EACH LOAD GROUP SUPPORT REACTIONS FOR EACH LOAD GROUP SUPPORT REACTIONS FIR EAOI LOAD GROUP °L A Grld)� 3 'I:OCA Gnldhs 4 LOCATIONN:boys 2-(Grdhs A) sE NOTES:1 All reactions an In kin,end kb-f1. RIE:OE3148 NOTES t All reactions as h Sips and kip-ft. AYE:11:1214 NQTESeoncurront. ((Il2 M reaction,as it Wm and kip-ft. LE:09:00:22 CO O €3 X�Moocckg reactions wind Food RBPULW and RBcm not UPEQ)ia.combined OOlhL and LEO group,only. €3 X�cing wind oc load ons(REPULW and RBUPEQ)as combined sWd.&aid EEQ Groupe ady (J)X-broo3igPrimary greactions load(RREPULWnot and NUPE()las mmbMd el hLR end LEO groups only. I IEACIIOI� � / REACTION NOTATIONS +� REACTION MOTE A710j/f HL orHR HL-, H1 HR Hi.- - HR u e VL VR VL VI VR VL VR Ocob Is-SD I 1'-A I 1*-A I I'-B 1 •-c I•-LI I EFT I I•-RIGHT I o U LOAD GROUP REACTION TABLE GRIDUNES•.. 3 LOAD GROUP REACTION TABLE GRIDUNES•e 4 LOAD GROUP REACTION TABLE GRIDUNES•e A w LU COMN •-SD '-A COLUMN '-A '-C •-B COLUMN HEFT 4-RIGHT 2 LOAD GROUP HI. VL LNL HR VI LAIR LOAD GROUP HL N. LN. HR VR LNR H1 N LIN LOAD GROUP HL VI LNL HR VR LAIR 8 DI. 0.9 3.4 0.0 -0.6 3.8 0.0 DL 0.2 10 0.0 0.2 1.4 0.0 0.0 0.9 0.0 DL 0.0 0.7 0.0 -0.0 0.7 0.0 N _ COLE 0.8 2.9 0.0 -0.8 2.3 0.0 9,3 0,8 0.0 0.1 0.6 0.0 -0.0 0.7 0.0 LEQ -25 -8.8 0.0 -26 8.8 0.0 5 SNOW 3.6 14.0 0.0 -3.6 10.5 0.0 1 0.0 0.6 0.0 -0.0 -0.0 0.0 0.0 0.5 0.0 UNA -4.2 -14.7 0.0 -4.4 14.7 0.0 CC LI. 2.8 11.1 0.0 -2.8 8.4 0.0 PSL2 0.0 -0.0 0.0 -0.0 0.5 0.0 -0.0 0.5 0.0 LW.2 4.4 14.7 0.0 4.2 -14.7 0.0 pi EQ -1.8 -1.6 0.9 -1.9 1.5 0.0 SNOW 1.2 3.7 0.0 0.5 3.9 0.0 -0.0 3.3 0.0 11L1 -5.5 -13.1 0.0 -1.1 -6.1 0.0 LL 1.0 3.0 0.0 0.4 3.1 0.0 -0.0 2.6 0.0 O N _ 1M2 -6.0 -7.6 0.0 -0.9 -1.6 0.0 EO -1.5 -2.3 0.2 -1.1 1.7 0.7 0.0 0.6 0.5 WAD CROUP IFOI LWL1 0.9 -11.2 6.1 0.1 -7.9 0.0 WL1 -3.8 -6.4 0.0 -3.4 -2.8 0.0 0.0 -4.2 0.0 DL Roof Dead Load N LWt2 0.4 -11.4 6.1 -0.3 -9.7 0.0 WI.2 -4.5 -4.9 0.0 -23 -0.8 0.0 0.0 -3.3 0.0 LEO Longitudinal Seismic Load LWL3 0.4 -5.8 -6.1 0.3 -3.4 0.0 LWL1 1.5 -3.7 2.4 -1.6 -5.4 5.6 0.0 -4.3 4.7 LWLI : Wind from Left to Right with+GCpI g LW1.4 -0.1 -6.0 -6.1 -0.1 -5.1 0.0 LWL2 1.0 -3.4 2.4 -23 -6.0 5.6 0.0 -1.7 4.7 L1IL2 : Wind from Right to Left with-GCpI y WL3 1.5 -9.9 0.0 5.8 -11.2 0.0 011.3 0.6 -2.2 -2.4 -0.6 -3.4 -5.6 -0.0 -3.4 -4.7 m '"' WL4 1.0 -4.5 0.0 6.0 -8.7 0.0 L514 0.3 -1.9 -2.4 -1.2 -3.8 -5.6 -0.0 -0.8 -4.7 D; RS 0.9 1.9 0.0 -0.9 3.0 0.0 11L3 3.5 1.1 0.0 3.0 -8.4 0.0 -0.0 -3.8 0.0 LS 0.8 3.8 0.0 -0.8 1.6 0.0 WL4 2.8 2.6 0.0 4.1 -6.2 0.0 -0.0 -2.9 0.0 LOAD MOW OEICRP1104 ISD LWOUP DES2P11011 DL : Roof Dead Load DL : Roof Dead Load COL/ : Roof Collateral Load COLL : Roof Collated Load g SNOW : Roof Snow Load PSL1 : Pattern Snow Lood[PSLJac] c• 0 0 ul LL Roof Uw Load PSL2 Pattern Snow Load[PSLia] 3 .6 Z. 4!� EQ Lolerd Left Load[parallel to plane of frame] SNOW Roof Snow load O N WU1 : Wind from Left to Right with+GCp1 LL : Roof LM Load WL2 : Wind from Left to Right with-GCpi EQ : Lateral Seismic Load[parallel to pima of hams] 1 75 L11121 Windward Cana Left with+GCpI WL1 Wind from Left to Right with+GCpi V N Q rNi -4 W N W LWL2 Windward Cams Right with+CCpf WA 2 Wind from lift to Right with-GCpI O LWL3 : %indeed Corner Left with-WO LAU : Windward Comer Left with LWL4 : Windward Comer Right with-MO LW12 : Wlndrad Comer Right with+GCpli `-I 4 k C C7 D: W.3 Wind from Right to Left with +GCpi LWL3 Windward Comer Left with-GCpi ® El ti W..4 Wind from Right to Left with-GCp1 L514 Windward Coma Right with -GCpl p g m to Z RS Unbdanced Right Roof Snow Load W1.3 Wind from Right to Left with+GCpI 22W V W N L5 Unbdanced Left Roof Snow Load 514 Wind from Right to Left with-GQI Cd, @ Q. Ce.7 d Am'Dd1AL A101Ele Q (1 )Pattern IM or mow load cases are not concurrent with any other live or V 14 snow load caeca w N to pi NOTES co n E .c 1) THE REACTIONS PROVIDED ARE BASED ON THE ORDER DOCUMENTS AT THE TIME OF MAILING. ANY CHANGES TO BUILDING LOADS OR DIMENSIONS I a)Wn/F2 t I iii MAY CHANGE THE REACTIONS. THE REACTIONS WILL BE SUPERSEDED AND M VOIDED BY ANY FUTURE MAILING. � � 2)THE REACTIONS PROVIDED HAVE BEEN CREATED WITH THE FOLLOWING LAYOUT(UNLESS NOTED OTHERWISE). p O a)AOS�� TABLE IS PROVIDED WITH THE REACTIONS FOR EACH LQ a 0 O o uj b)RIGID FRAMES �1 (1)GABLED BUILDINGS o N L` co (a)LEFT AND RIGHT COLUMNS ARE DETERMINED AS IF VIEWING THE I LEFT SIDE OF THE BUILDING. AS SHOWN ON THE ANCHOR ROD a, sE cnW Y 0 DRAWING, FROM THE OUTSIDE OF THE BUILDING. N OJY W 0 w (b)INTERIOR COLUMNS ARE SPACED FROM LEFT SIDE TO RIGHT SIDE. CL t0-I CC La- (..)o_,-<Or O . (2)SINGLE SLOPE BUILDINGS (a)LEFT COLUMN IS THE LOW SIDE COLUMN. Scale: NOT TO SCALE (b)RIGHT COLUMN IS THE HIGH SIDE COLUMN. (c)INTERIOR COLUMNS ARE SPACED FROM LOW SIDE TO HIGH SIDE. Drawn by. KER 6/18/18 c)E?NDWAL SChecked by. PTP 6/18/18 (1)LEFT AND RIGHT COLUMNS ARE DETERMINED AS IF HEWING THE • WALL FROM THE ODUTSIDEProject Engineer: DC (2)INTERIOR COLUMNS ARE SPACED FROM LEFT TO RIGHT. d)ANCHOR ROD SIZE IS DETERMINED BY SHEAR AND TENSION AT THE Job Number: 16-8-47573 BOTTOM OF THE BASE PLATE THE LENGTH OF THE ANCHOR ROD AND METHOD OF LOAD TRANSFER TO THE FOUNDATION ARE TO BE DETERMINED BY THE FOUNDATION ENGINEER. Sheet Number: F4 of e)ANCHOR RODS ARE ASTM F1554 Gr. 36 MATERIAL UNLESS NOTED OTHERWISE ON THE ANCHOR ROD LAYOUT DRAWING. The engineer whose seal f)X-BRACING appears hereon is an employee (1)ROD BRACING REACTIONS HAVE BEEN INCLUDED IN VALUES SHOWN for the manufacturer for the IN THE REACTION TABLES. materials described herein. Said (2)FOR IBC AND UBC BASED BUILDING CODES, WHEN X-BRACING IS PRESENT IN THE SIDEWALL, INDIVIDUAL LONGITUDINAL SEISMIC seal or certification is limited LOADS (RBUPEQ AND RBDWEQ)DO NOT INCLUDE THE AMPLIFICATION to the products designed and FACTOR, Do- (3)FOR CANADA BUILDING CODE(NBC), WHEN X-BRACING IS PRESENT manufactured only.The undersignedbg engineer manufacturer is IN THE SIDEWALL OR ENDWALL, INDIVIDUAL LONGITUDINAL SEISMIC LOADS (RBUPEQ&RBDWEQ) ARE MULTIPLIED BY FORCE REDUCTION not the overall engineer of FACTOR, RdWHEN SPECIFIED SHORT-PERIOD SPECTRAL record for this project. ACCELERATION RATIO ILF.S.(0.2) IS GREATER THAN 0.45. 3) REACTIONS ARE PROVIDED AS UN-FACTORED FOR EACH LOAD GROUP David Lewis Carlson, P.E. APPUED TO THE COLUMN. THE FOUNDATION ENGINEER WILL APPLY THE _ APPROPRIATE LOAD FACTORS AND COMBINE THE REACTIONS IN Oregon P.E. 79616PE ACCORDANCE WITH THE BUILDING CODE AND DESIGN SPECIFICATIONS TO DETERMINE BEARING PRESSURES AND CONCRETE DESIGN. THE FACTORS APPLIED TO LOAD GROUPS FOR THE STEEL COLUMN DESIGN MAY BE DIFFERENT THAN THE FACTORS USED IN THE FOUNDATION DESIGN. a)FOR PROJECTS USING ULTIMATE DESIGN WIND SPEEDS SUCH AS 2012 IBC, 2015 IBC, OR 2014 FLORIDA BUILDING CODE, THE WIND LOAD REACTIONS ARE AT A STRENGTH VALUE WITH A LOAD FACTOR OF 1.0. b)FOR IBC CODES, THE SEISMIC REACTIONS PROVIDED ARE AT A STRENGTH LEVEL AND DO NOT CONTAIN THE RHO FACTOR. c)FOR NBCC CODES, THE SEISMIC REACTIONS PROVIDED DO NOT CONTAIN THE Rd'R.FACTOR. THE MANUFACTURER DOES NOT PROVIDE 'MAXIMUM' LOAD CDMBINATION �E©` E QNF� REACTIONS. HOWEVER, THE INDIVIDUAL LOAD REACTIONS PROVIDED MAY BE ` S USED BTHE FOUNDATION ENGINEER TO DE tERMINE TIE APPUCABLE •y V�G%N E, 'Job LOAD COMBINATIONS FOR HIS/HER DESIGN PROCEDURES AND ALLOW FOR �C'J ti '9 AN ECONOMICAL FOUNDATION DESIGN. gCw 7!.16•I _r OREGON Mar 12,2019 G<0 Oa vLI 4Eh,S G (EXPIRATION DATE:12/31/2019 1 0 Field Service Procedures Authorization For Corrective Work Unloading, Handling And Storage Roof And Wall Panels Roof And Wall Panel Damage During Construction In Order To Give You Prompt Services And Keep Problems To A Minimum, Normal Erection Operations Include The Correction Of Minor Misfits By Amounts Of STRUCTURAL• Manufacturers Roof And Wall Panels Include Color Coated, Galvalume, And The Quality Of Workmanship In Steel Construction Practices And Handling Methods m'. Please Handle Any Shortages Or Back Charges In The Following Manner: Reaming, Chipping, Welding Or Cutting And The Drawing Of Elements Into Line A Great Amount Of Time And Trouble Can Be Saved If The Building Parts Are Galvanized, Provide Excellent Service Under Widely Varied Conditions. All Unloading Used During The Construction Of The Metal Building Can Significantly Affect The 1. Carefully Check Your Packing List While Unloading. Through The Use Of Drift Pins. Errors That Cannot Be Corrected By The Foregoing Unloaded At The Building Site According To A Pre-Arranged Plan. Proper Location And Erection Personnel Should Fully Understand That These Panels Are Quality Appearance And Performance Of The Building Panels. Panel Damage During 2. Mark Any Items Which Appear To Be Missing And Notify The Field Means Or Which Require Major Changes In The Member Configuration Should Be And Handling Of Components Will Eliminate Unnecessary Handling. Merchandise, Which Merits Cautious Care And Handling. Construction Can Be The Result Of Faulty Installation Methods And/or Service Department At The Number Shown In The Title Block As Soon Reported Immediately To The Owner And The Fabricator By The Erector, To Enable Carelessness. As Possible. Calling Someone Else Could Delay The Proper Response. Whoever Is Responsible Either To Correct The Error Or Approve The Most Efficient NQS UNDER NO CIRCUMSTANCES SHOULD PANES BE HANDLED ROUGHLY And Economical Method Of Correction To Be Used By Others. (AISC 303-10, Piece Marks Are Stenciled On The Primary Structural Members At The Lower End, Packages Of Sheets Should Be Lifted Off The Truck With Extreme Care Taken To Overdriven Fasteners Cause Indentations Cr Shallow Pockets In The Panel Around INITIAL CLAIM: Section 7.14). If The Error is The Fault Of The Manufacturer An 'Authorization For 1'-0' From The End. Inspect All Shipments Prior To Releasing The Tie-downs For Ensure That No Damage Occurs To Ends Of The Sheets Or to Side Ribs. The The Fastener Head. Rain Water Or Condensation Moisture Combined With In The Event Of An Error, The Customer Must Promptly Make A Written Or Verbal Corrective Work' Must Be Issued In Writing By The Manufacturer To Authorize The Loads That May Have Shifted During Transit Packages Should Be Stored Off The Ground Sufficiently High To Allow Air Atmospheric Pollutants (principally Sulfur Dioxides) And Dirt Particles Collect In 'Initial Claim to The Manufacturer For The Correction Of Design, Drafting, BM Of Corrective Work At A Cost Not To Exceed The Maximum Total Cost Set Forth. Circulation Underneath The Packages. This Avoids Ground Moisture And Deters These Pockets. The Combination Of Pollutants And Water Creates Acid Solutions Materials Or Fabrication Error. Alternative Corrective Work Other Than That Proposed In The 'Initial Claim' May REMEMBER SAFETY FIRSTPeople From Walking On The Packages. One End Of The Package Should Be That Will Cause Corrosion Damage To The Panel And Fastener. Rain May Wash The 'Initial Claim' Includes: Blocking Under Columns And Rafters Protect The Splice Plates And The Slab From Devoted To Encourage Drainage In Case Of Rain. The Manufacturer Exercises Some Pollutants Awo, But Moisture In Form Of High HumidityCan KeepThese % Be Directed By The Manufacturer In The 'Authorization Of Corrective Work'. Only Y 9 1. Description Of The Nature And Extent Of The Errors, Including Quantities. The Field Service Department May Authorize Corrective Work. Damage During The Unloading Process. It Also Facilitates The Placing Of Slings Caution During Fabrication An Shipping Operations To Ensure That All Panel Stock Areas Wet And Continue The Problem. Overdriving The Fastener Also Forces The g 2. Descrtion Of The Nature And Extent Of Proposed Corrective Work, And Cables Around Members For Later Lifting And Allows Members To Be Bolted Is Kept Dry. However Due To Climatic Conditions, Water Formed By Condensation IPp Sealing Washer From Under The Head Crea#ing A Leak At This Point. Proper o IncludingEstimated Man-Hours. Together Into Sub-assemblies While On The Ground. Extra Care Should Always Be Of Humid Air Become Trapped Between Sheets. Water Can Also Be Trapped e FINAL CLAIM: Torque Adjustment Of The Screw Gun Or Preferably The Use Of A Depth Gauge e 3. Materials To Be Purchased From Other Than the Manufacturer, IncludingExercised In The Unloading Operation To Prevent Injuries From Handling Steel And Between The Stocked Sheets When Exposed To Rain. This May Discoloration p The 'Foal Claim' In WritingMust Be Forwarded ByThe Customer To The Will Eliminate The Problem Of Overdriven Fasteners. Estimated Quantities and Cost. To Prevent Damage To Materials And The Concrete Slab. If Water Is Allowed To Caused By Trapped Moisture. The Stain Is Usually Superficial And Has Little Effect Manufacturer Within (10) Days Of The Completion Of The Corrective Work Remain For Extended Periods In Bundles Of Primed Parts Such As Girts, Purlins, On TheAppearance Or Service Life Of The Panels As LongAs It Not Permitted 4. Maximum Total Cost Of Proposed Corrective Work And Materials To Be It Is Extremely Important That All Drill Shavings From The Installation Of Panel Authorized By The Manufacturer. Etc., The Pigment Will Fade And The Paint Will GraduallySoften ReducingIts Bond To Remain On The Panel. However, Moisture In Contact With The Surface Of The Fasteners And Fillings From The Saw Cutting Of Panels Be Removed From The Purchased From Other Than The Manufacturer. 9 To The Steel. Therefore, Upon Receipt Of A Job, All Bundles Of Primed Parts panel Over An Extended Period Can Severely Attack The Finish And Reduce The Panel Surface. Corrosion Can Occur In A Matter Of Hours When These Shavings Or SHORT MATERIALS: THE 'FINAL CLAIM' MUST INCLUDE: Should Be Stored At An Angle To Allow Any Trapped Water To Drain Away And Effective Service Life. See R1-07 Titled 'Damage From Condensation Or Trapped Fillings Are Not Removed And Are In Contact With Water Or Condensed Moisture. ImmediatelyUpon DeliveryOf Materials, Quantities Are To Be Verified 1. Actual Number Of Man-Hours By Dated Of Direct Labor Use On Corrective Permit Air Circulation For Drying. Puddles Of Water Should Not Be Allowed To Water P When Panels Are Pre-Drilled Or Cut In The Stack Prior To Erection All Shavings Work And Actual Hourly The Customer Against Quantities That Are Billed On The Shipping Documents. Rate Of Pay. Collect And Remain On Columns Or Rafters For Same Reason. Must Be Cleaned From Both Sides Of The Panel To Prevent Corrosion Of The Neither The Manufacturer Nor The Carrier Is Responsible For Material Shortages 2. Taxes And Insurance On Total Actual Direct Labor. CAUTION; , esp g Panel By These Particles. It Is Imperative That The Roof Be Swept Clean At Least Against The Quantities Billed On The Shipping Documents If Such Shortages Are 3. Other Direct Costs On Actual Direct Labor. The Coat Of Shop Primer Is Intended To Protect The Steel Framing Only For A Care Should AlwaysBe Taken When WalkingOn Panels. Use SafetyLines And Net 9 PP 9 9 Daily And Certainly At Job Completion. The Final Cleaning Of The Roof Should Be Not Noted On The Shipping Documents When The Material Is Delivered And 4. Cost Of Materials (Not Minor Supplies) Authorized By The Manufacturer To Short Period Of Exposure To Ordinary Atmospheric Conditions. The Coat Of Shop When Necessary. Panels Are Slippery, Wipe DryAnyMoisture Or Surface Material pp• g PP rY+ P Done Prior To Installing The Gutter So That The Shavings Are Not Deposited Into Acknowledged By The Carrier's Agent If The Carrier Is The Manufacturer, Claims Be Purchased From Other Than The Manufacturer, Including Copies Of Paid Primer Does Not Provide The Uniformity Of Appearance, Or The Durability And That Has Puddle From Bundles Stored On A Slope. Dew, Frost, Or Other Forms Of The Gutter And Left To Corrode. Any Other Foreign Objects Or Debris Left By o For Shortages Are To Be Made By The Customer To The Common Carrier. If The Invoices. Corrosion Resistance Of A Field Applied Finish Coat Of Paint Over Shop Primer. Moisture Greatly Increase The Slipperiness Of The Panels. Always Assume Panel Construction Personnel Should Also Be Removed From The Roof During The o Material Quantities Received Are Correct According To The Quantities Billed On 5. Total Actual Direct Cost Of Corrective Work (Sum Of 1, 2, 3, And 4). The Surface le Slippery And Act Accordingly. Never Walk Of Step On Skylights Or Erection Of The Roof And The Installation Of Such Equipment As Air Condition O The Shipping Documents, But Are Less Than The Quantities Ordered Cr The 'Final Claims Are Credited To The Customer By The Manufacturer In The Translucent Panels. Units, Etc.. Quantities That Are Necessary To Complete The Metal Building According To The Amount Not To Exceed The Lesser Of The Maximum Total Cost Set Forth c Order Documents, Claim Is To Be Made To The Manufacturer. In The 'Authorization For Corrective Work' Or The Total Direct Cost Of Use Wood Blocking To Demote And Slope The Panels In A Manner That Allows Personnel Walking On The Panel Con Cause Damage. Workmen Should Step Or in o Corrective Wim. Moisture To Drain. Wood Blocking Placed Between Bundles Will Provide Additional Walk In The Broad Flat Areas Of The Panel And Avoid Stepping On The Panel s DAMAGED OR DEFECTIVE MATERIAL Air Circulation. When Handling Or Uncrating The Panels, Lift Rather Than Slide Ends And Edges Which Can Be Bent By Carless Handling. If This Damage Is Cc Damaged Or Defective Material, Regardless Of The Degree Of Damage, Must be '• IMPORTANT NOTE " Them Apart Burred Edges May Scratch The Coated Surfaces When Sheets Are Severe, The Edges Must Be Straighten Prior To Erection Since The Appearance - Noted On The Shipping Documents By The Customer And Acknowledged By The Cost Of Equipment (Rental Or Depreciation), Small Tools, Supervision, Overhead Slid Over One Another. Never Allow Panels To Be Walked On While On The Ground. And/or Weather Tightness Of The Panel Could Be Affected. Dragging One Panel Carrier's Agent The Manufacturer Is Not Responsible For Material Damaged In And Profit Are Not Subjected To Claims. Across Another Can Cut Or Abrade The Coating Causing Unsightly Marks On The Unloading Of Packages Or Nested Materials, Including, But Not Limited To: Panel Surface. Fasteners, Sheet Metal, 'C' And 'Z' Sections And Covering Panels That Become SHIPMENT ARRIVAL TIME: • Wet And/Or Damaged By Water While In The Possession Of Others. Packaged Or Every Effort Will Be Made To See That The Carrier Arrives At The Jobsite On The Attempts To Erect Panels During Windy Conditions Should Be Avoided To Prevent g c , • • _ Nested Material That Become Wet In Transit Must Be Unpacked, Unstacked And Requested Hour. Manufacturer Makes No Warranty And Accepts No Responsibility Damage And Of Safety Considerations. , ct* Dried By The Customer. If The Carrier Is The Manufacturer, The Customer Must For Costs Associated With A Shipment Not Arriving At The Requested Time Unless i~ 3 •(�,n Make Claim For Damaged Directly To The Manufacturer. If The Carrier Is A A Separate Agreement Has Been Made In Writing For A Guaranteed Arrival Time. Drainage ` Leaving Dirt Piled Against The Exterior Wall Panels At The Foundation Will Cause Z s n • Common Carrier, The Customer Must Make The Claim For Damage To The / ' Panel Damage. This Dirt May Be Wet Or At Least Contain Some Moisture. Mud R "a a 0 CO a Common Carrier. The Manufacturer Is Not Liable For Any Claim Whatsoever `�I''� May Have Splashed Onto The Wall During Construction. Corrosion Damage May V v * ''m W Including, But Not Limited To Labor Charges Of Consequential Damages Resulting Occur Where This Dirt Or Mud Contacts The Panel. In Areas Where Lime i Al <w m From Customer's Use Of Damaged Or Defective Materials That Can Be Detected `/I/' �/��% Devote Stabilization Of The Soil Is Required, Corrosion Damage From The Soil's Content A 3 m • E o By Visual Inspection. I/ �i Will Be Accelerated And Most Likely Be Severe. All Dirt Must Be Removed From J -. a c�3 �� The Panel Walls At The Time Of Completion Of Work. Pre-Painted Panels May z 2 rew Z IX El EXCESSIVE MATERIAL -... 111111010.1111111411:00 Require Touch-up If The Coating Has Been Damaged During Handling Or Erection. R w 1--. 6,1) The Manufacturer Reserves The Right To Recover Any Material Delivered In Excess $w a it Of Those Required By The Order Documents. The Appearance Of The Building May Be Affected If Damaged Spots Or Scratches ,0 @ a W"do Are Located In Highly Visible Places Such As Around Doors, Windows, Etc.. If , OIL CANNING IS NOT A CAUSE FOR REJECTION Damage Is Extensive Then Replacement Of The Entire Panel Should Be Considered. ., of * I N co b • CO s. Safety Commitment IlL ' • Types Of Finishes Damage From Condensation Or Trapped Water Roof Maintenance Guidelines Never Step On Light Transmitting Panels a oThe Bulder/Contractor Is Responsble For Applying And Observing All Pertinent .- a ❑SHOP PRIMED STEEL It Is Extremely Important That The Panels Be Monitored For Evidence Or Trapped Safety Rules And OSHA Standards As Applicable. 1. Inspect Roof For Damage After Heavy Storms. (LTP's)Or Unattended Roof Panels ' �All Structural Members Of The Metal Building System Not Fabricated Of Corrosion Water Or Moisture Condensation While Awaiting Erection. High Humidity ConditionsaWith One Coat Of Shop Primer Meeting The Performance Requirements Of SSPC Bundle. Condensation Can Occur Frequently Near The Sea Coast Or Other Large Components That Can Be Safely Erected. However The Safety Commitment And Urethane Sealant 0 .Paint Specification No.15. The Coat Of Shop Primer Is Intended To Protect The Bodies Of Water. Job Site Practices Of The Erector Are Beyond The Control Of The BuildingStel Framing For Only A Short Period Of Exposure To Ordinary Atmospheric Manufacturer. 3. Always Get Manufacturer Approval Before Making Any Modifications To The Panels May Collapse Conditions. 5h Primed Steel Which Is Stored In The Field Pendin Erection If Jobsite Covers Are Used, The Should Be Tied Awo From The Bundle At Roof.°p9 yY rn •c Should Be Kept Free Of The Ground And So Positioned As To Minimize Water Comers To Allow Air Circulation Around The Bundle. This Will Hl Prevent It Is Strom Recommended That Safe Working Conditions And Accident Prevention Properly w m w a eP P Strongly 9 � . '_ �, hw�Y o Holding Pockets, Dust, Mud And Other Contamination Of The Primer Film. Repairs Moisture Evaporating From The Ground Or Building Floor From Condensing On The Practices Be The Top Priority Of Any Job Site. 4. Repaint Any Areas That Are Susceptible To Rust As Required. =,�_ > ar m a U L Of Damaged To Primed Surfaces And/Or Removal Of Foreign Material Due To Panels. Plastic Cr Other impermeable Covers Are Not Recommended. Immediate -';, __, cis o---/cc o Improper Field Storage Or Site Conditions Are Not The Responsibility Of The Action Is Required If The Panels Are Found To Be Wet From Any Cause. The Local, State And Federal Safety And health Standards, Whether Standard Statuary 5. When Performing Roof Maintenance, Always Take The Following Precautionic = Scale: NOT TO SCALE Manufacturer. The Manufacturer Is Not Responsible For Deterioration Of The Shop Bundles Must Be Opened And Each Panel Un-Stacked And Thoroughly Dried On Or Customary, Should Always Be Followed To Help Ensure Worker Safety. a. Use Fall Protection And Other Safety Protection As Required. Drown by. Coat Of Primer Or Corrosion That May Result From Exposure To Atmospheric And Both Sides. Re-Stacking The Panel At A Slight Angle To Each Other To Prevent b. Do Not Walk On Roof Flashing Such As Gutter, Rake, Hip Or Ridge Flash. Environmental Conditions, Nor The Compatibility Of The Primer To Any Field Nesting Will Allow Air Circulation And Assist In Keeping The Panel Dry. In Severe Make Sure All Employees Know The Safest And Most Productive Way Of Erecting A e. Do Not Walk On Light Transmitting Panels (LTP's). They Will Not Support A Checked by. Conditions Large Fans Can Be Used To Circulate Air Between The Un-Stacked Building. EmergencyProcedures Should Be Known To All Employees. Meetin s Person's Weight Roof Panels Must Be Completely Attached To The Purlins And To Panels On Either Applied Coating. Minor Abrasions To The Shop Coat (Including Galvanizing) Caused 9 Daily 9gProject Engineer. DC By Handling, Loading, Shipping, Unloading And Erection After Painting Or Panels And Accelerate Drying. Damage To The panel Coating Occurs When Panels Highlighting Safety Procedures Are Also Recommended. The Use Of Hard Hats, d. Guard All LTP's And Roof Openings. Side Before They Can Be A Safe Walking Surface. Light Transmitting Panels LTP's) Galvanizing Are Unavoidable. (MBMA 2012, Chapter IV 4.2.4). Become Wet And Are Allowed To stay wet damage Can Occur To Nested Panels Rubber Sole Shoes For Roof Work, Proper Equipment For Handling Material And e. Step Only In The Panel Flat Directly On Or In Close Proximity To A Translucent Panels Can Never Be Considered As A Walking Surface. Job Number: 16-B-47573 Within 24 to 48 Hours. This Damage Shows Corrosion And Discoloration Of The Safety Nets Where Applicable Are Recommended Supporting Roof Structural. DALVALUME: Panel Surface And Is Commonly Called Wet Storage. Stain, Zinc Oxidation, Or Partially Attached Or Unattached Panels Should Never Be Walked On! Sheet Number: Rt of 20 Galvalume Is The Trade Name For A Patented Steel Sheet And Col Product 'White Rust'. For The Purposes Of Determining Lift Requirements, No Bundle Supplied By The 6. After Other Trades Have Been On The Roof For Any Reason, Inspect The Roof Manufacturer Will Exceed 4.000 Pounds. For Further Information Also referenceDo Not Having A Coating Of Corrosion Resistant Aluminum-Zinc Alloy. The Mixture Is Far Damage Caused By Workers Including Chemical Or Solvent Spills, Scratches In The engineer whose seal Balanced To Obtain The Coating That Retains The Corrosion Resistance And Heat Tarp The Bill Of Materials For Individual Member Weights Of Structural Members. If The Point Or Galvolume Coating, Excessive Foot Traffic And Punctures. Make Sure appears hereon is on employee Reflectivity Of Aluminum And Galvanic Protection Of Zinc. The Best Properties Of Additional Information Is Required Contact The Field Service Department That All Debris Or Scrap Left Behind By Workers Is Removed From The Roof 1. Step On Rib At Edge Of Panel. for the manufacturer for the Both Aluminum And Zinc Are Combined In This Coating And Offer Added Service Immediately. Avoid Using Cutoff Sows Md Welding Equipment Over The Root The materials described herein. Said Life For The Bulling. II ICE AND SNOW REMOVAL Roof Must Adequately Protected. 2 Step Neon Crease In Rb At Edge Of Pound. seal or certification is limited iExcessive Ice And Snow Removal Should Be Removed From The Roof Immediately to the products designed and �' �.0To Prevent Damage To Roof And Possible Collapse. Do Not Use Metal Tools To FOOT TRAFFIC 3. Step Within 5 Feet Of Edge On Unsecured Panl. manufactured b manufacturer Pre-Painted: '�I �.� yUsing Galvalume Steel As A Substrate, Pre-Painted Stel Is Given M Additional iooigIIIIIIIIIk remove The Ice Or Snow As This Can Damage The Paint And/Or Galvalume Keep Foot Traffic To A Minimum. Heavy Foot Traffic Can Cause Ponding On Low only.The undersigned engineer is A Single Roof Panl Must Never Be Used As A Work Platform. An OSHA ApprovedRust Inhibitor Primer Coat This Primer Coat Further Increases The Corrosion `� � Coatings. Also Be Careful Around Pipes And Flashings. Pitched Roofs. This is Particularly True Just Upsiope From The Eave And At not the overall engineer of Resistance. These Coatings AreApplied To The Exterior Surface Of The Panels \:• ' Be ExtremelyCareful If Your Roof Has Light TransmittingPanels. These Panels Will Endla s. Runway Should Be Used For Work Platforms. (Consult OSHA Safety And Health g p record for this project. And A Wash Coat Designed Only For Interior Use, Is Applied On The Opposite Side. _Air Ciroulation Not Support A Person's Weight And Will Be Difficult Or Impossible To See If They Always Walk In The Flat Of The Panel Near A Supporting Roof Structural. Do Not Regulations For The Construction Industry). Safety First! - Galvalume And Pro-Painted Steel Can Give Excellent Service For Many Years If A Are Covered With Ice Or Snow. See MBMA Low-Rise Building Systems Manual, Walk On Trim Or In Gutters. David Lewis Carlson, P.E. Few Rules Concerning Their Care And Maintenance Are Observed. All Of These Appendix A8 For Details On Snow Removal Procedures. These Procedures Should On Bore Galvalume Roofs, Excessive Foot Traffic May Cause Black Burnish Marks. - Finishes Are Equally Subject To Damage And Corrosion When Care Is Not Provided. A Softening Of The Paint Film Can Occur With Pre-Painted Steel Under Wet Commence When Half Of The Design Roof Snow Load Is Realized. If Regular Foot Traffic Is Planned For A Roof, Provisions Should Be Mode For A Oregon P.E. 79616PE Storage Conditions And The Durability Of The Panel Finish Substantially Decrease. Property Designed And Installed Walkway System. In Order To Limit Access To The PAINT AND COATING MAINTENANCE Bare Galvanized And Galvalume Panels React More Quickly To Surface Oxidation DEBRIS REMOVAL Roof, Roof Hatches Or Access Ladders Should Be Locked At All Times. A Sign Remove Smudge Marks From Bare Galvalume: Since They Lock The Additional Protection Of Paint. Zinc Coated Or Galvalume Any Foreign Debris Such As Sowdust,Dlrt, Leaves, Animal Droppings, Etc. Will Posted At The Access Site Stating That Only Authorized Personnel Are Allowed On Formula 409 Has Proven To Be Somewhat Effective. Lightly Rub With A Clean Panels Under Normal Exposure Form A Zinc Aluminum Oxide Film On Their Cause Corrosion Of The Roof, Gutters, Trim, Etc. If Left On The Building Surface The Roof. In Addition A Log Book Should Be Kept Of All Visits To The Roof And Cloth And Rinse With Water. Do Not Rub More Than Required To Remove Surface Allowing A Slow Oxidation Process Called 'Weathering' To Occur That For A Long Enough Time. The Roof Should Be Periodically Inspected For Such The Reason For Such Visits. Smudge Marks. No Product Will Remove All Smudge Marks. Inhibits Further Corrosion. In Nested Bundles Constant Contact Of The Panels With Conditions And If Found, They Should Be Rectified In A Manner Consistent With Remove Rust Stains: Condensed Or Trapped Water Prevents This Weathering Process. These Roof Maintenance Guidelines. Never Allow Treated Lumber Or DISSIMILAR METALS: Soft Scrub Without Bleach Has Proven To be Somewhat Effective. Rub With A Concrete/Mortar/Grout To Come In Contact With Roof Panels, Especially Galvalume Never Allow Your Roof To Come In Contact With, Or Water Runoff From Any Soft Cloth And Rinse With Water. Do Not Rub More Than Required To Remove Rapid Oxidation Of The Zinc or Zinc Aluminum Coating Can Now Occur And May For Extended Periods Of Time. Dissimilar Metal Including But Not Limited To: • Stain. No Product Will Completely Remove Rust Stains. Copper, Lead Or Graphite, This Includes Copper And Arsenic Salts Used In Treated ED PRO' Lead To 'Red Rust' In A Short Time. If Discoloration Or Stains Are Minor A t4Q� tis To Touch-Up Scratches In Paint (Not Bare Metal): Household Cleaner Of The Type Used On Porcelain Sinks And Bathtubs May Be PFRI()DlC INSPECTION: Lumber, Calcium Used In Concrete, Mortar And Grout ' G N 4%. eSr Clean Area To Be Painted With Mild Detergent Rinse Thoroughly And Dry. Used To Remove Stains. Wire Brushing Or Abrasive Materials Should be Avoided All High-Strength Shall Be Periodically Be Inspected For Tightness. Particularly In ee ( �A Using A Small Artist's Brush, Lightly Apply A Minimal Amount Of Color Since Scratching Or Removal Of The Coating Could Occur. Panel With Significant Crane Buildings And After Seismic Or Wind Activity. The Crane Manufacturer Will k4 4+ 'A !y Matched Touch-Up Pain Required To FDI/Cover The Scratch. Contact The Damage Should Be Replaced By The Buyer Prior To Erection. Specify A Minimum Period But It Should Not Exceed Two Yearse. 7! 16'1 Building Manufacturer For Assistance With Ordering/Purchasing Touch-Up Paint As Needed. DRAINAGE 1. Keep Roof Free Of Debris And Keep Debris Out Of Gutter To Allow Water �f raQN Z. Quickly Drain From The Roof. 4C ell �Q 2. Do Not Use Wood Blocking To Hold Equipment Off The Panel Seams. This `� 'aYOg 2LT' Blocks The Flow Of Water And Hold Moisture. Mar 12, 2019 ��. Page 3. Do Not Allow Rooftop AC Units Or Evaporative Coolers To Drain Onto The p4' SCP R1 Roof. Erection Guide rage 4. Anything That Traps Or Holds Moisture On A Roof Will Cause Premature Jul'17 107 Corrosion. !EXPIRATION DATE:12i3112019 70 Erection Tolerances General Erection Notes Building Anchorage It Is Extremely Important That Anchor Rods Are Placed Accurately And in 1.) All Structural FramingMembers, Purlins, Gifts, Clips, flan a Braces, Bolts, �'+ 1. To Determine That The Foundation is Square, Measure Diagonal Accordance With The Anchor Rod SettingPlan. All Anchor Rods Should Be it Is ERECTION BI 1SdN�r. p g Dimensions To Be Sure TheyAre Of Equal Length. it Is The Responsibility Of The Erector To Determine, Furnish And Install All Bracing Systems, Roof And Wall Panels, Etc. Must Be Installed As Shown On q 9 Held In Place With A Template Dr Similar Means, So That They Will Remain Temporary Supports Such As Temporary Guys, Beams, Faisework, Cribbing, Or Erection Drawings. 2. To Determine That The Foundation Is Level, Set Up A Transit Or Level Plumb And In Correct Location During The Placement Of The Concrete. A Other Elements Required For The Erection erationIn Accordance With Section And Use A Level Rod To Obtain The Elevation At All Columns. Final Check Should Be Made After Completion Of The Concrete Work And Operation ( It Is ExtremelyImportant, Especially DuringConstruction, That Panels At The 3. Carefully Check The Location Of All Anchor Rods Against The Anchor Prior To The Steel Installation. This Will Allow NecessaryCorrections To Be 7.10.3 Of ANSI/AISC 303, Code Of Standard Practice For Steel Building And 2.) P P Y Rod Setting Plan Furnished By The Manufacturer. All Dimensions Must Made Before Costly Installation Labor And Equipment Arrives. Bridges). Eaves, Rakes And Ridges Be Kept Secure. Be Identical To Assure A Proper Start-up. Template Stake Panel Cautions And Notes tIl`I Form Boor I o Q COLUMN ALIGNMENT TOLERANCES To Minimize Potential Of Corrosive Action At The Bottom Edge Of Wall Panels, The .q iiiii �' Contractor Must Assure That The Following Procedures Are Followed: Dimensions Must ' T lerance T ieran e re Be Equal 111000.. P // 'YP_ _ 4 1.) The Concrete Foundation Should Be Cured For A Minimum Of Seven (7) Days Before Wall e) A' Anchor Rods { Ponds Are Installed. (Uncured Concrete Is Highly Alkaline And Metal Panels Can Undergo ____,..........{,;',/ � rtixt I \' Varying Degrees Df Corrosive Attack When In Direct Contact With The Concrete.) After The 9 - First Week Of The Curing Cycle, The Reaction Between Metallic Coatings On Steel And The `I `� I Tolerance (t) Concrete Is Essentially Halted. ,/I `• Height H/500 2,) Top Of Finish Grade At Building To Be A Minimum Of Four (4) Inches Below r� r red �/ • 1( 10, �• `� Bottom Of Panel. r ✓ r - + 12, • 3.) Finish Grade Is To Slope Away From Building To Ensure Proper Drainage. 1 I 1 4.) Upon Completion Of Finish Grading, All Dirt Is To Be Cleaned From Around ro Sheeting Notch Steal Line 500 j 15' r 506 Base Of Wall Panel Where It May Have Collected In Panel Notch Or On Base Trim. o 1` ', (See Anchor Rod Plan) = B E 20' a *1\)-. '� c \\ \~� 43 Transit • I 25' y A II 30':.:,_ ,b.",.;.: „ Sheeting Notch Shown Wall Panel ' But May Not Be Required 45'F- (See Anchor Rod Plan) 1 Clean Dlrt From Around Panel Base 60' Pre-Erection Notes: .'. in .,.:. :. - "`� 1'�• Panel Notch(e r m) Foundation J The Following Notes, Procedures And Suggested Recommendations Are important Parts tee i Of The Pre-Erection Process. Projection Of Anchor Rods (0) Given On Anchor Rod Plan b w cc-el'111 >•. t> Znr'i 1.) Prior To The Time The Erection Crew Arrives, A Responsible Person Should Check z - -Q+ Z N The dab Site For Foundation Readiness, Square, And Accuracy And Anchor Rod Size !.. d' Q W rn And Location. Sheeting Notch AUGMENT I4LERANCE FOR MEMBERS WITH FIELD SPLICES - I ~ m m o (See Anchor Rod Plan) Q -� b(� ® ❑ The Drawing Shown Below Indicates A Method Which May Be Used Ta Check The Steel Line Slope Finished Grade c I z g.r Foundation And Bolts For Square. 1 Sidewall -- Form Board B E 1 i Away From Building m q0 q ' /-- 500 I 50a sea[ I 4 G] Q it h ce Template ! ir. 24' �i t12' �lavi Anchor Rods ca ( I I 6_ • - - _ a .. ___�__ Q Fastener installation co .E a E _ Correct Fastener Installation Is One Of The Most Critical Steps When Installing Roof/Wall 1O I. m N rev 1/4- _i e Q/ eca o Panels. Drive The Fastener In Until It Is Tight And The Washer Is Firmly Seated. Do Not rn 0 4 ^a `� -. Overdrive fasteners. co-cn' ❑ ❑ - m c.p 4. ,,5 A Slight Extrusion Of Neoprene Around The Washer Is A Good Visual Tightness Check. Always m �o G \ Use The Proper Tool To Install Fasteners. A Fastener Driver(Screw Gun) With A RPM Of O›.o i„ rn Dimensions A, B, And C Given On Anchor Rod Plan 1700-2000 Should Be Used For Self-Drilling Screws. A 500-600 RPM Fastener Driver 0 1 t a 0 .„ Should Be Used For Self-Tapping Screws. Discard Worn Sockets, These Can Cause The 1+ 4 0 Fastener To Wobble During Installation. .t y ,• 1 I I 1 1 mkOo� Note Always Remove Metal Filings From Surface Of Panels At The End Of Each - coo w Y 3 Diagonals Should 500 500 50o Work Period. Rusting Filings Can Destroy The Paint Finish And Void Any Warranty. � Y U ti �c, Be Equal U 0_.- it 4 .. 1 1 1 by AISC Code Of Standard Practice For Steel Building And Bridges Sidewall ` '±' l.t =` Scale: NOT TO SCALE lir. ire. ./.. ...,. .��:�,.. Drawn by. Tolerances For Setting Anchor Rods Sidewall ' r Checked by. U0 0 . f IQn View Correct Compression Too Tight Compression Too Loose Compression Project Engineer: DC Anchor Rod Diameter. Inches (mm} *Horizontal Variation. Inches {mm} Of Sealing Washer Of Sealing Washer Of Sealing Washer Job Number: 16-B-47573 Measure Along Adjacent Sides Of Foundation Using A Pair Of Dimensions Shown. If ' and r (19 And 22 mm) r (6 mm) The Diagonal Distance Between These Points Is As Noted, The Corner Is Square. 1', i4'. i3. (25, 31, 38 mm) r (10 mm) MEZZANINE BEAM HEIQNT TOLERANCE Sheet Number. R2 of 20 Diagonal Measurements Between Opposite Anchor Rods Will Indicate If These Bolts Are Set Square. 1 2', 21' (44, 50, 63 mm) i' (13 mm) The appears ineer hereonh isse seal an employee Tape And Tube Sealant Proper Tape And Tube Sealant Application Is Critical To The Weather• for the manufacturer for the Specified Column Tightness Of A Building. Tape Sealant Should Not Be Stretched When materials described herein. Said Centerlineseal or certification is limited FL!/ Installed. Apply Only To Clean, Dry Surfaces. Keep Only Enough Sealants On to the products designed and Steel Line The Roof That Can Be Installed In A Day. During Warm Weather, Store manufactured by manufacturer Sealants In A Cod Dry Place. During Cold Weather (below 60') Sealants only.The undersigned engineer is _ Mezzanine Beam Must Be Kept Warm (60'-90') Until Application. After Tape Sealant Has Been not the overall engineer of Bottom Df Applied, Keep Protective Paper In Place Until Panel Is Ready To Be installed. record for this project. Base Plate } 1 I— - — David Lewis Carlson, P.E. EOregon P.E. 79616PE �!� �� '•�E m4, Important Note Q ` E ID Concrete I I _ *n Elevation — . e All Details, Recommendations And Suggestions Contained In This Erection — I I v Guide Of This Drawings Set Are For General Guidelines Only, And Not Meant L.4 o To Be Alt-inclusive. Industry Accepted Installation Practices With Regard To — All Areas Not Specifically Discussed In This Section Should Be Followed. Only Experienced, Knowledgeable Installers Familiar With Accepted Practices Should Be Used To Assure A Quality Project. SASE PLATE AND ANCHOR ROD TOLERANCES n * It Is Emphasized That The Manufacturer Is Only A Manufacturer Of Metal PR pt& �t Building Components And is Not Engaged In The Installation Of Its Products. '� �G iv�� ' * Horizontal Variations Vary Depending Opinions Expressed By The Manufacturer About Installation Practices Noted In en ANCHOR ROD SETTING TOLERANCES On Anchor Rod Diameter. See Above The Erection Guide Are Intended To Represent Only A Guide. Both The Quality Ly '9 And Safety Of Installation And The Ultimate Customer Satisfaction With The gc,. 7' ;16"f Completed Building Are Determined By The Experience, Expertise, And Skills n 'S ...- Of Of The Installation Crews, As Well As The Equipment Available For Handling }(/ The Materials. Actual Installation Operations, Techniques And Site ConditionsOREGON Are Beyond The Manufacturers Control. TrQ,y4r0a 20 X43 Mar 12, 2019 [,mss OPS (Page Erection Guide R2 DateSep'17 Rev 09 ll IEXPI�TION DATE:12/3112019 1 t. PBR Roof Panels Suggested Method Of Purfin Attachment For Building Accessories Roof Jack installation when Not Supplied By Building Manufacturer Note: Roof Panel { For PBR Roofs With Ridge Panels, It Is Recommended That Both Sides Of The Additional Insulation General Installation Notes ma Ridge Be Sheeted Simultaneously. This Will Keep The Insulation Covered For The May Be Required To Fill Purlin Purlin Purlin • Do Not Use Galvanized Roof Jacks, Lead Hots, Dr Other Residential Grade Roof Jacks. Maximum Amount Of Time And The Panel Ribs Can Be Kept In Proper Alignment The Faye Strut And These Roof Jacks Do Not Have 20 Year Service Life And In Case Of Lead Hats Will For The Ridge Panel. This Is Critical On The PBR Panels So That The Ridge Cops Prevent Condensation �� '4.•s://;:a• * Cause Galvanic Corrosion Of The Roof Panel. 2 FastenersUse EPDM Rubber Roof Jacks With An Integral Aluminum Band Bonded Into The Can Be Properly Installed. Check For Proper Coverage As The Sheeting Progresses. In Certain Climate Regions e9 Minimum uro Perimeter Of The Base. EPDM Roof Jacks Hove A Temperature Range From -65F To insulation • arum µgx;m 1 (Not By Metal Building * 1� µ t- 2127. Use Silicone Roof Jacks For High Temperatures. Silicone Roof Jocks Have A Double Faced Tape Clip Temperature Range Of -100F To 437'F. Manufacturer) p Fastener ApplicationsP Pipe To Be Used To Secure • Clip s Retrofit Roof Jacks Are Available For In Which The To Of The Pi a Is �� Insulation. Note: * Inaccessible, EliminatingThe PossibilityOf SlidingThe Roof Jack Over The TopOf The // Hanger Type Adopter �� (Not By Metal Building Trim Insulation And Turn Vinyl * Hanger • Pipe. �� _ '�I Manufacturer) Back. Insulation Must Not Be * g * Hanger • Do Not Use Tube Sealant To Seal The Roof Jock To The Roof Panels. Use Roll Tape o �� / Exposed To Weather 150 LB. 2 Fasteners t�� . p 100 LB. Sealer Between The Roof Jack And The Roof Panel And Attach The Roof Jack To The a - �� / Maximum Minimum 100 LB. •�� Wall Panel 1+ Maximum Maximum Roof Panel With Fastener 44 i - 14 X j' LL SD W/washer At 1" O.C. Around The b• I \.• Insulation �- Fiberglass Insulation ',.'•" (Not ByMetal BuildingBase Of The Roof Jack. See Table Below For Quantities. t a �` g �,. Clip Connection Clio Connection Fastener Type Adapter • Trim The Top Of The Roof Jack To Fit Over The Pipe, Roll Down The Roof Jock Over To OUTSIDE Of Building II �� Manufacturer) To Purlin Web To Purlin Flange To Purlin Flange The Pipe And Apply Tape Sealer For The Perimeter Of The Roof Jack Base Between I��I Vapor Barrier To The Roof Jack And The Roof Panel. Apply Tape Sealer Around The Pipe And Install A . !_ • �" INSIDE Of Building Stainless Steel Clamp (Not By Bldg. Mfr.) Over The Top Of The Roof Jack And Firmly Purlin Purlin Tighten To Form A Secure Compression Seal. •Eave Detail If The Pipe Diameter Is So Large To Block The Flow Of Water Down The Roof Panel, A Flat Base Roof Curb Must Be Installed Into The Roof And The Roof Jack Will Be ..5( (See Erection Drawings) * 2 Fasteners 1- µaximum Sealed To The Curb. A Two Piece Curb May Be Required When The Top Of The Pipe Is Insulation Minimum Inaccessible. 1` µaxlmum li • In Northern Climates, The Pipe Penetration Should Be Protected From MovingIce Or Endwali Panels ` . '. `; Insulation • dip ■ Sidewall Panels , +��(Not By Metal Bu7ding Snow With A Snow Retention System Immediately Up Slope From The Pipe. 1�WallPanel %,N :: ,f0ctUir nuer) tordliggilliii11111111111fl %' * Angle • Angie Panel Profile Varies Install The First Run Of Roof Panels Across The Building From Eave To Cove OrTrim Insulation And Tum Vin c Eave To Ridge. To Allow Proper Installation Of The Rake Trim, The StartingIr. Back. Insulation Must Not Be * 2 Fasteners Hong * * Hanger 4 I ,Zii 9 P 2 Fasteners !Location For The First Panel Must Be As Shown In The Rake Details Included With Exposed To Weather Minimum 150 LB. MaximumMinimum 100 LB. Maximum II I i �,The Erection Drawings. When The First Run Is Property Located And Aligned With Finish Floor At i ach Purlin At Each Purlin i1 'i 4 IThe Correct Endlaps And Cave Overhangs, Fasten To Purlins. Roof Panels ShouldAngle Connection SBe Installed So That The 5idelap Is In A Direction Away from Prevailing Wind. --- --- Clio Connection �i __ // • Refer To Appropriate Lap Details Included With The Erection Drawings. 4 To Purlin Web To Purlin Flange �t\% Jj• �Jj-/ Install RemainingRoof insulation And Panels. To Avoid Accumulative Error Due To Do tot meter,d �'�� 4 Panel Coverage Gain Or Loss, Properly Align Each Panel Before It Is Fastened. q¢e my end xYtti +/� 4Trrrtl- . a U o m Occasional Checks Should Be Made To Ensure That Correct Panel Coverage Is t3ase Detail the flags of the / ♦� 44 .[ d q: Maintained. Special Attention Should Be Given To Fastener, Sealant and Closure (See Erection Drawings) Punk, Correct Incorrect - 3 0 in Requirements. Refer To Details Included With The Erection Drawings. !� Niiiiima � chi z a 1 71 a 8O2N At Finishing End Of Roof, The Last ponds May Require Field Modification For Sidewall Panels Should Be Installed So That The Pond Sidelap Is In A Direction * m w n Installation Of Rake Trim. Refer To Rake Details Included With The Erection Away From The Prevailing Wind. Refer To Appropriate Lap Detail Included With * Denotes Material Not Provided By Metal Building Manufacturer. i •4S et r,)rn Drawings. DO NOT BACK LAP THROUGH FASTENED ROOF PANELS. Erection Drawings.) The Total Hanger Load Shall Not Exceed The Design Collateral Load For Install Pipe In Center To Allow Base Of Roof Jack To Lay Flat on Panel. -c , t W Lg7 Cannot Encompass More Than 75X Of Panel. 0 ® ❑ NOTE: Roof Types And Installation Requirements Will Vary. Refer To The Note' The Building. Example: ` Z?N z Appropriate Details For Specific Panel Used. Check Periodically To Ensure That All Panels Are Aligned And Plumb. 5'-0 (Purlin Spacing) X 5'-0 (Hanger Spacing) X 6 PSF (collateral Load) w z = 150 Lbs. In IMPORTANT: Loose Fasteners, Blind Rivets, Drill shavings, Etc.. Must Be Removed See Cover Sheet For Design Collateral Load For This Building. Panel Profile Varies Vent Pipe Q 9 N ce From The Roof To Guard Against Corrosion. Note: If The Building Is Designed For 0 PSF Collateral Load, Then Adding (Not By Bldg. Mfr.) C� 4 O a Any Suspended System (Le. Duct Work, Piping, Lights, Ceilings, Etc.) Will Pre-Drilled Correspondingly Reduce The Design Live Load. Stainless Steel Clamp Roll Roof Jack (Not By Bldg. Mfr.) I I Down V r Template Sheet I '- Wall Panels ' ; N Roof Jock a `o I Proper Horizontal And Vertical Alignment Of SupportingStructure (Girts Or Other / Roof Curbs When Not Supplied By Building Manufacturer �1�11 1 N E �J �11 Fastener }4 1 � 3 I Framing) Is The Responsibility Of The Installer. Failure To Align The Secondary STEP 1 ti 11� co n ru'i ° members Properly Prior To Wall Installation Can Have A Direct Impact On The I I i-14 x LL SD W/lhfasher y At 1' o.C. w m o Final Appearance And Performance Of The Installed Wall System For Which The �� ,�� tea' EI Metal Building Manufacturer Is Not Responsible. eiiO 7 Curb Base Length r it �1 co cr Before installing Wall Panels, The Girts Must Be Aligned To A Level Position So //� - Hi 0 a o That There Is No Visible Sag. This Should Be Done Directly Ahead Of Panel �� 6- 1'_p" Min. Q i��O a Installation. ,.may One Run Tri-Bead Tape Sealer ( . c21%* y Min.. CndlapVent Pipe a r‘co Girt Leveling May Be Accomplished By Standing A Section Of Gable Angle Roof Curb z " HW504 (Not By Bldg. Mfr.) I f o 4 m O a Endlap -5 o u to x 3 Vertically Against The Outside Girt Flanges At Approximate Mid-boy Location. y 4 U b When Girts Are Level, Attach The Girt Flanges To The Angle With Vise Grip Pliers ,Ir_ 4• lAax Stainless Steel Clamp I I Tri Bead Tape Sealer a 4 Or Temporary Screws. Wood Blocking Cut To Fit The Spaces May Also Be Used I Roof Panel (Not By Bldg. Mfr.) i x {' HW504 Scale: NOT TO SCALE For Alignment. Note: Roof pend ! �' ' 111 Roof Jadc Drawn by. Stocked Sheets .�_".. ,. Checked by. Temporary Girt BlockingIs Not Recommended On Concealed Fastener Panels. The �J�� 11 Fastener P y To Be Drilled ♦ Purlin Line Floating Panel STEP 2 11' Project Engineer: DC Removal Of The Blocks After Panel Installation Can Cause Oil Canning. I � i-14 x i" LL SD W/Washer 4 Support At 1' O.C. Frame ' Indicates Roof Panel Support location Job Number: 16-B-47573 Indicates Curb Base Support location Up Lift Plate rY:cs Sheet Number: R3 of 20 Eave Strut \II Keep Edges and Ends (3f Required Curti Base Ir Of Panel Aligned The engineer whose seal hereon is an employee Tri-Bead Tape Sealer ' x appears �� " HW504 Vent Pipe for the manufacturer for the Section 'A' (Not By Bldg. Mfr.) materials described herein. Said /r Screw Alignment Panel seal or certification is limited IE (Insulated When Specified) (Through Fastened Panel Only) Up to the products designed and Girt Roll Roof Jack Over HW504. I Note: Stainless Steel Clamp l I Install Stainless Steel Clamp And manufactured by manufacturer �I Wood Blocking After Drilling Panels, it Is Important To Clean Metal Filings Off All Panel Surfaces, 1 Cell CapUp (Not By Bldg. Mfr.) -i lighten Around Roof JCla manufactured oniy.The undersigned engineer is \� Including Between Panels That Are Not Installed That Day, To Avoid Rust Stains. Cell Cap Down A not the overall engineer of ll Hill Outside Hill inside 1�1 Note: ] 11,11 record for this project. Roof Jock Wall Panel Type And Installation Details Will Vary. Refer To The Erection Drawings STEP 3 iU'r�11� Fastener #4 David Lewis Carlson, P.E. And Details For The Specific Pond Used For Your Building. Panel Rib Profile 4-14 x �" LL SD W/WNasher Oregon P.E. 79616PE ��' 1, At 1' O.C. / The Curb Details Shown Illustrate The Building Manufacturers Recommended Curb 'Zti Sidewall Insulation Contact Tape Style And Installation Method. It Is The Erector/Installer's Responsibility To Provide Must Meet Endwall / The Proper Curb Style And Install Them In Accordance With The Procedures Insulation To Seal Insulation Established By These Details. Failure By The Erector/Installer To Follow These Tri-Bead Tape Sealer r x i" Corner Recommendations May Result In The Curbs Damaging The Roof System Or HW504 Excluded From Warranties. r/ Base Angle/Trim All Roof Curbs Ta Be: Wall Panel , ® 90 PROs Contact Tape 1. .080 Aluminum Or 18 Ga. Stainless Steel (No Galvalume Or Galvanized). .`t(, SS 2. Panel Rib To Panel Rib (No Flat Skirt Or Lay-Over Curbs). tco G t N t- /O If Walls Are To Be Insulated With Blanket Insulation Over Girt Girt Flanges, Base 3. Installed With Down Hill End Over Panel And Up Hill End Under Panel Application �� (4 1 And Eave, Place A Continuous Run Of Contact Tape Along The Cave Strut And For Water Flow At Panel Splice. 7116 _r- Bose r- Bose Member. 4. Up Lift Prevention For Clip Applied Roof Systems Are Required If: a. Wind Loads Exceed 110 MPH. `'^ Rate; b. Curb Base Crosses A Purlin. 0 OREGON Z At The Base, Cut Off The Insulation A Minimum Of i' Above The Bottom Of The 5. Supported on (4) Sides By Primary Cr Secondary Framing. .ti Wall Pond. This Will Prevent The Insulation From Hanging Below The Wall Panel 6. Maximum Single Curb Weight Recommended Is 1500 Lbs. 1r '4}' L'P And Wicking Moisture. Mar 12, 2019 Q �. 9/ D8 � G3 Page 4EL411S 01;1/4 R3 Erection Guide UateRev Jul'17 I 06 EXPIRATION DATE;12/31/2019 Nage Page page +4r Structural Bracing PF04022 Rigid Frame Endwall -Load Bearing Column I EF08360 Rigid Frame Endwall- Load Bearing Column-Outside Column Extension to EFO8362 By-Pass Girt to Column F CF01124 a Double Purlin Struts and Double Girt Struts Date Fey Outside Column Extension to Bridge Channel-Between Purlins-Bypass (Date Rev Bridge Channel Between Peak Purlins-Bypass Date ]Rev Standard Connection-Flange Brace FB4_ I°o`" I"�" Jun'16 01 Mar"15 00 Mar'151 00 Jan'14 01 -X-Double Purlin Strut Purlin �� Purlin Strut(When Required) Puriln Purlin {2} }'/ Bolts Typicd. Rafter Denoted On Roof Plan By z Purlin Erection Note (4) }"! Bolts when Purlin Lap (Shape may Vary) - SNnbd Lap and attachment tioGirt is Denoted With Symbol ( an Bridge Channel i- and eLap Detail far erequirements. the Roof Framing Plan / 'A'� (7 Purim "A"a --X-Double Pullin � i Strut at Eave �f I >I_ 1� 9 {4) }"/Bolts at ~',f` Bride Channel Double Fur*ase _ //-----1yi"e o Strut at Eave (4) �"0 Bolts J {4) }'P Bolts }"/ A325 Bolt \ 1 each end. '4 ftii. '\ Yat ' a10' Purlins // /J v 111' att12le" Purlins Column Extension J Column Extension J Flange Bene Standard (May Vary) FB4_ (whhen Ease r-- specified) o Strut (2) Bolts Unless (2) Bolts Unless Noted Otherwise Noted Otherwise NI 1'-0 Standard --x-Denotes Double Puffin _ Setback VariesOn Erection Drawings Setback Varies On Erection Drawings (2) }"0 Bolts 1. (May Vary) Strut or Double Girt Strut. } Purlin •See Erection Drawings for ,-4-- Purlin �_ each I end of (2) }'/ Bolts Typical. Location and Piece Mark. (4) Bolts r Steel Line f (4) }'/ Bolts when Girt Lap See Note 1 & 2 for Panel Girt is Denoted th Symbol 3yL on attachment instructions. —I-°- ( ) Bolts �" the Devotion FramingPlan. r0 O� (-O o� 4 0� 0 O o 1 s i i I I I Bridge Channel / � Q O I ° 0 0 Bridge Channel OI I b O O a1L Q _ -rF Double Girt Strut Column I I 1 — _ 11,1101_® , (Shape may Vary) F Rafter (4) ro Bolts Q 9 I 0 01L 7" at 8" ac 14' Glrts Rafter �� =1 ILo 11" at 1Y Girls 1.- - Double (4) '0 Bolts 1Standard (May Vary) Girt 0 {4} Bolts Cdumn J O O i (W)Boltshers I R I <> _ I I With Washers Extension rt Column I I I , (2) 1'0 Bolts (Shape may Vary) Ili Girt I I I 2_4. I (Low Eine Shown, + Column unless noted on Q Cdumn Q Cdumn erection drawings Rod or Cable Bracing. I_--J High Ears Similar) See Erection Drawings for �� Extension i eie o Xi. Girt Lap Symbol denoted Location and Piece Mark and Construction Pages on Wall Framing Elevation �� PF04101, PF04111, PF04113 ' � d U or PF04114 for Detaes. Erection Note 3 0 _i eel'. Bypass Column Flush and Inset Columns Flange Braces may be required one 1r 0 u) — I or both sides of Column. p w cc I Note[ Steel Line For requirements, and locations at ^�'" ro vo p m.N 1) For Standing Seam and Insulated Panels that use Gin for attachment to Purina and Cuts, the Clips are not Main Frame and Rigid Frame In con cf. required at the Double Pullin or Ght Struts and have not been provide far installation at these locations ^ I Endwall refer to "Cross Section". v w a m rn 2)For Single Skin Panels and Insulated Panels that use through panel Fasteners for attachment to Purlins and -��` For requirements, and locations at g ce Girth, the Fasteners ARE required of the Double Pullin or Girt Struts and hove been provide for nstdlation. Bearing Frame Endwall refer to 00 r-0 re 3)Bracing Members are permanent and may not be removed after erection unless noted for plumbing or erection All Bolts Ta Be}"0 Unless Noted. All Bolts To Be }"0 Unless Noted. Section "A" :Elevation Plan-,. CZ t * E N ® r--7 one on the Erection Drawings. Section "A" m D Z I 1 purpose Y 9 For Required Length Refer To Grip For Required Length Refer To Gripm 4)Far required }'0 Bdt length refer to Grip Table on Erection Drawings. Table On Erection Drawings. Tide On Erection Drawings- m w . ci z,� By-Pass Girt to Column CF01127 Purlin to Rafter "CF02036 Skew on Valley side Connection-Purlin to Rafter Hip Clip Details CF02100 Knock-In Bridging Installation KB01001 ¢ Standard Connection-Flange Brace FB6 or FB7 Fja '14I 01 Standard Connection -Flange Brace FB4_ Dec'10I 00 with Standard Flange Brace Connection Dec'11I 00 Less Than 3:12 Single Row May'121 02 PC96Right Purlin toRafter Up Slope cv fr Erectign o _ g urn aStrut Spacer Ridge Tie I & Lop and attachment of Girt Hip alp (shown) PC43_ Strut Purlin PCB0_ Bldg. Ridge I n E "t varies refer to 'Elevation pian- PC97_ Left Pullin to Rafter S and Lap Detail far requirements. Erection Note ) O m a' a` Lap and attachment of Purlin Hip Clip (opposite) i-.1.0 i� varies refer to Roof Plan and Factory Welded Rafter Clip . �1 w�a' 1 1 Lap Detail for requirements. Purlin Lap Symbol denoted / // a,C Knock—In I w :E. on Roof Framing Plan g Fare Strut Bridging KBAI_ Peak Purlin Fastener O 4 0 o a (2) }'/ Bolts each / / Steel Line (Beyond) KBAI_ 5S +� w E u) t� end of Purlin lap �/ / trot Purlin At Eave 12-24 x 1}" DP5 I £O Q U vQi a / At Ridge 3 Each and of PC80_ 2-4 (2) }"/ Bolts 4 Pullin J // / 'in re r Y 0 o unless noted on Skew/Valley Rafter U }'e A325 Bolt erection drawings N Y /// Up Slope View of All fasteners shown are FIB Uel c4-a-t it Cl .. / '-14 x 1r DP3 unless noted Note; The Bridging Angle will each end. p // Purlin to Rafter Scale: NOT TO SCALE be installed from the top Flange Brace I `,' 0 All bolts shown are }'0 A325. // Connection slot of the high side puriin Drawn by. FB6_ or FB7_ 4 to the bottom slot of the EDve Strut Refer to }'e A325 Bdt Grip j/ihh (when specified) e i a Table for required bolt length. Eve rPUfh11 adjacent low side puriin. Checked by. (2) }"s Bolts ' s Top View of Purlin to Strut Project Engineer: DC each end of , _t •Lop Rafter Connection ,/ Job Number: 16-B-47573 • Girt lap _ _ - • �� 1 Purlin 1161.11101111° Sheet Number: R4 of 20 PC96_ Right Purlin to Rafter Knock-in Knock-In Bridging Knock-In 9 97 Eave Strut Tie Tt1e engineer whose seal Ai ...ig% -- _ Bridging KBAI_ Bridging KBA1_ appears hereon is an employee /� / l - i 7i ` Hip Clip (shown) Eine Strut Tie 9 �p 1....L. / 1 Q Q I o 0 0 Hip ClipLeft(opposite)Puto Rafter KBA1_ KBA1_ KBA1_ fora the manufacturer for he O Lg I0 OIL - r. A325 Bolt "'O" Law Side Ease Strut Purlin to Purlin High Side Eave Strut materials described herein. Said --I -=-1 Flange Brace t� each end. `~ seal or certification is limited O FB4_(when • Nill li01 to the products designed and R specified) jawI IIAttach w/Fostener fib 0manufactured by manufacturer Attach Flange Broca to RafterI x 1 DP3anly.3he undersigned engineer is (2) }"0 Bolla and Field Bandto attach to � Qnot the overall engineer of e record for this ro ct. 2'-4or5' D' lower PuHIn web bola locatedSteal Llne uniasa noted on 2-4" from center of Rafter. B[1erection drawings noGirt Lap Sbol denoted Erection NoteFactory WeldedDavid Lewis Carlson, P.E. on Wan Framing Elevation Flange Braces may be required one Rafter Clip " Oreon P.E. 79616PE or both sides of Rafter. Fa requirements, and locations atEave Strut Tie t I Step 1 Main Frame and Riid Frame in Flange specified) Eave StrutErection Note 9 KBA1_ It Tab Into Slot Bend Tat 90 DegreesFlange Braces may be required one Endwall refer to 'Cross Section". or FB9_ Skaw/Valley CDntInuDUs Roof (For requirements s refer toor both sides of C nd lo. Be inreguirements, and lief rico at Cross Section" orin Plan Rafter Low Slde Shawn, High $ice Similar For requirements, and locations at Bearing Frame Endwall refer to 9Main Frame and Rigid Frame in 'Roof Plan". Attach Flangekew/ValleyNote_ The bridging must be into the pre-punched slot £ndwoll refer to Cross Section". Rafter and Fielattach to ^-, in the Purlin as shovel insertediStch 1 and the tab bentchside Far requirements, and locations at lower Purlin web hole located 2'-4 or for proper Step 2. t processtab must be Bearing Frame Endwall refer to 5-0 from center of Skew/Valley Rafter.) waysafor for installationaging to function2. The ocs nod. 'Elevation Plan'. UD SIooe View of Purlin9 to Rafter Connection "<�sE(} PRace .cry. �GiNF /e) � 17 '7/ 518'I " 4� 19 , OREGON Mar 12, 2019 a. Les?) OB 2 t, 1 EXPIRATION DATE 12//3112019 Knock In Bridging Special Condition KB01004 Knock-in Bridging Roof Layout rew Page Page KB01006 Tie Angles at Eave KB01013 Structural Bracing PF04004 ..wSpacing 12"or Less May'12112 Single Row I Jun '15112 for Knock-In Bridging and Top and Bottom Angle(TBA) Bridging Date IR " Flange Mounted Pipe and Tube Struts oats r"Jun'16 Nov'16 04 O2 Factory Welded Anti-Roll Clip required at continuousCD �+ Ail fasteners shown are vs I o (extending E/W to E/W) Purfin, This Is usuolly on the first Purfin. 1/4-14 X 1 1/4- DP3 U.N. I I Pte; '� — E I -' - — — Tie Angles KBA1� Frame v Extend to Puffin With Anti-Roll CHp. ft 4• .____-.1._ Attach With Fastener1B 1111111 4 yy' or Less o w I }--14 x it Si) W/0 Washer r E _ - Y at Each End. • 12• or Lela Puriin or Kidga Tie (Not Required When Flush �-Puriin orStrut Purlln o o, d 2 PCSO_) 2Canopy ) Pipe or Tube Strut urlin or 1/Strut Puffin - w Is Located at Eave. � See Erection Drawings far Location, lova Strut Strut Puffin a o —�---.-,s �� Piece Mark and Connection Bolt Sizes 4 /�Ev —[�, o n d oKn ick-In bridging a '� -. C k o w w Typical I Symbol on Erect on Drawings w Strut Spacer ---- - � $ Denotes Pipe Strutr •g Strut Spacer PC43_ ? o o C} Denotes Tube Strut *pp. PC43_ z _ — - f o I , O ID I E I°m' 13 I o C_�� •'Ftp -r, -be Angle_ (KBA1_) typical at each frame line. Strut Puffin Use Strut Eave Strut �� To extend to purlin with Anti-Roll Clip. Spacer (PC43_) at each Rafter Note: Not required when flush Canopy la . KBA1_ location. Detail at Eave Detail at Interior located at eave. (refer to Dwg KB01013) �r . xf Low Side Shown, High Side Similar Gable Building Factory Welded Anti-Roll ` Clip at For Side. If Strut Spacer is required at each KBA1_ location. ///��Factory Welded Anti-Roll Clip required at continuous Usually Located on the Rafter KBA1_ not ahawn for clarity. / (eaten ling E/W to E/W) Puriin. This is usually on the first Purlin. First Continuous Puriin. (Shape may Vary) o 1 ir, CE Fres ne I �! 0 Column Column a _ (Shape and Connections Will Vary (Shape may Vary) Refer to Frome Cross Section) 12" or Less u • o C O o y /-Fac`Factory Located Support Beam o m tory Beam Shown a Tie Angles KBA1� Ct Other Types Similar a ca vw 4;2 v_° 2 Extend to Puffin With Anti-Roil Clip. Rode Cable Bracing. �� ;`a inn u' Attach With Fastener #1B 0` See Erection Drawings for Location Puriin or - ;?a a I I o, X14 a 1�" SD W/O Washer at Each End. Puffins, G'sts and and Piece Mark and Construction Strut Puffin e n o �W `Knock-In Bridging x w Eave Struts not Pages PFO4101, PFO4111, PF04113 Strut Spacer w Typical PC43_ 3) Fasteners �n5 )w Shown for Clarity IR or PE04114 for Oetais _ (3) Fasteners X16 12-24 x 1 1/4- a \ `+a Cr, i 1/4-14 x 1 1/4 DP3 DP5 E w ` 0, o Strut Puffin 3 g _,re Use Strut Spacer (PC43_) .:. 41 c9 at each KBA1_ location. U Z I ` Era;ie C/y W `a O O m CV • p.. . Ar glee (KM1_' typscal at each frame line. Eave Strut Tie KBA1_ V T w Q W rn Detail at Factory Located Support Beam _TiTo extend to Puffin with Anti-Roll Clip. Attach With Fastener #1B z �. g Lu Nate: Not required when flush Canopy Is 4-14 x 1�' SD W/0 Washer at Each End. re Strut Spacer is required at each KBA1_ location. Nate; O located at *ave. (refer to Dwg KB01013) -� C7 KBA1_ not shown for clarity. Bracing Members ore permanent and may not be removed after erection unless 1.Z.4. - " 2 .,}p t Ie Slope Building noted for plumbing or erection purpose only on the Erection Drawings. a v ••-• i Q CP O pI o w,f w 4Qro Portal Frame to Floor PF04013 Rod Brace IPage PF04101 Single Clevised Rod Brace PF04113 Girt Connection Page CF01120 with Clip- Inside of Girt Line I Fet?'16I 02 Attachment at Wet, May'17IR03t#achment Jan '14112 At Bypass Column Jaun'16 IR02 J oi L O N WR Clevlsad Rod Brace Assembly �p See Erection Drawings fo m c ` Rod Brace required Part Mark and location. r r` (See Erection Drawings for f 4 5 Part Mark and Location) �� I m f,0 4 * Note: Flat Washer WF500 has a 1+ d o\`II • Burr Threads After larger diameter than Flat �r H Q' n n e� Washer outside and is to be (2) �"0 Bolts Typical at Connection. Final Tightening .i LO [� Fio� g g located next to the Slope Washer. Note; (4) �'/Bolts when Girt Lap is o O - r Turnbuckle included on Denoted With Symbol }v[ on O iS �r Assembly only when bath the Erection Drawings. f`� a O o *CF) \' Heavy Clip (Shown) ends of Rod ore Cievised. U 0 O Flom G2(8) a A325 Bolts rr�j `Slope washer (2) }"!Bolts at °1 m a b `,. ' w/ r rr�r//� / *Flat Washer IVf500 �� each and of lap ° a N .5 w w V EE JO`_ Standard Clip �� _\ on -•Rod Only 11 j 00 Y U b G\_I1►� Note: These Parts f a- CL111 o PC20_ �j w/ (6) re A325 Bolts , are Shipped Loose. _ not Washer See Chart Below for Bolt with Hex Nut -� + Scale: NOT TO SCALE • See 'Cross Section- �, Part Maras 7�-• A325 x 1�' at }'! & r. Rod + Drawn by: See applicable Clip �i 0 A32 55 ax2 at re oP droll'! Rod f 1.1" Hex Nut �' is I Checked by. •• ire A325 a S at 1}'! Rod I `, 40') ` �` i Project Engineer: DC BypasBypass shown, similar ' Portal Frame Illd �� I f f Job Number: 16 B-47573 s Flush and Inset O Rafter Outer Zee Girt reima,.._ . Column Shown, Rafter Slmlar. � I Sheet Number: R5 of 20 ` l 9 -4 A = '61 I The engineer whose seal LSee 'Cross Section' fore the manufacturer foears hereon is an employee tlhe e for Bolt requirements For Rod Brace That Falls Wlthln the Girl q materials described herein. Said Align Slot With Web, the Erector is to add a Minimum Size ` Plate on Column, Inner Zee Girt seal or certification is limited Rod Brace Slot for the Passage of the Rod Brace. Wing ---Portal Frame . Rafter or Pips/Tube Strut 111111111111111004001 to the products designed and . Column �_ manufactured by manufacturer !� Factory Welded Clip r 1 only.The undersigned engineer is \ _, not the overall engineer of I record for this project. \ For Rod Bracing that falls within David Lewis Carlson, P.E. �� ` the Girt Web, the Erector is to Column Oreoon P.E. 79616PE ,toy Align slot with Rod Bracing odd a minimum size slot for (Shape mayVary) \ the passage of the Rod. ( P Refer to Erection Drawings for \ K s Port Marks for Rod Brace Assembly -\ Girt Lap Symbols and CF01122 0eP —_ for Lop Symbols and Lengths. Rod Brace Rod Brame Slope *Flat Flat Hex Diameter Washer Washer Washer Nut r• WR06_ WS110 ' WF500 WFH500 HSNS00 �-! WR10_ W5110 None WFH625 HSN625 ERECTION NOTE: DETAIL SHOWN AT COLUMN AND IS SIMILAR AT ! WR12._-.. W5120 None WFH750 HSN750 I RAFTER OR PIPE/TUBE STRUT. All Bolts to be ro Unless Hated. NOTE: FRAME SHAPES MAY VARY. i• WR14_ W5120 None M118]5 HSNB75 For Required Length Refer to Grip Qf�Q PR ]f? SEE FRAMING PLAN FOR PORTAL FRAME LOCATIONS Table an Erection Drawings. •.(f•* S 1'• 01R16_ W5130 None WRf1000 HSN1000 � G 1 N F� sj0.y �7 16P r OREGON Mar 12, 2019 74- 4fooe 20° �n7 lis GPS' EXPtRATIION DATE:12/31/2019 ,■, Page Page - �.. Page CF41121 Girt And Purlin Connection CFO1122 Eave Strut Connection 'Page Eave Strut Connection CF02033 n I 1 By Pass Zee Installation I UeC'14I 40 At Bypass Column And Rafter bate IRev Jul'17 03 Sep'17 Flush 1 Bypass Column-Interior Bay Column-Roof Slope 4i 12 Or Less Date I 02 rev Flush/Bypass Column End Bay Column-Roof Slope 44:12 Or Less nate !Rev v Sep'17 04 (2) }'4 Bolts Typical At Connection. 1'-5' At O 1'-5CO 11' At O Eave Strut Eave Strut Shim Plate SC193 (4) re Bolts When Girt Cr Purlin Bottom Flange Under Eave Strut When Required Eave Strut Shim Plate SC193 7 End Is Denoted With Symbol?y'� 2'--51' At O 2'-5r At T -(2) }'• Bolts. "�Bolts Refer To 5idewdl Devotion For Location At Each End Under Eave Strut When Required On The Erection Drawings. Of Lap Refer To 5rdewdi Elevation For Location V 3'-1� At O 3'-1 At O � IL jawol1 .i0 O1. 1/Ent 1 i ISO 00 110 gilt] "� I I Steel Line f jr 1 ~ J o O I Eave Strut Bay Bay "A"a Setbs°} r•Bolts "A'a 4 O O O Bottom Flange (etbac ` COMMt. . \ Girt Cr Purlin / �� Column I End Bay Q Section A L Eave Strut Connection Detail Eave Strut Connection Detail Triangle Punch Factory Welded pip (2) }mow Bolts Typical At Connection. Flush / Bypass Column End Bay Column Points In Direction (4) 3-,Bolts when Girt Cr Purlin Flush / Bypass Column - Interior Bay Column Of Large Flange Column Cr Rafter Lap Is Denoted With Symbol] Zee Lap On The Erection Drawings. Eave Strut Eave Strut Eave Strut f t Eove Strut Large (Typical) - Flange� 4 Connection At End Frame Lap Symbol OR & 2. IL I • 1 l ' Al -' ' = -� - 1 I rn LLarge 0 0 0 0 I Section "A' Section "A" Section "A" Section 'A'Flang y O . I cc , O ` Low Side Bypass High Side - Bypass Low Side - Bypass High Side - Bypass l _ _■� Eave Strut �1 Ease Strut Eave Strut �1 Ease Strut - Girt Cr Purllnji L Girt Or Pullinq-QFrarnenL- Frame (4) }"0 Bolts (4) }'/ Bolts factory Welded Clip Factory Welded Clip Column Or Rafter Column Or Rafter rP i 2 2 2 2, a 0 The large leg of the Zee must be alternated from top _-..-\ �` 2• 2. r�z 3 0 to bottom in order to nest the member correctly. A r ' .--- Iii triangle has been added to the end of the Zee near Lap Symbol Lap Symbol g �; a ^ u o � • the connection holes, that will point to the large leg v m N of the member. _ (; r a ¢w ZEE SECTION LAP TABLE I Refer to Erection Drawings for Lop • a o 41 ¢w SYMBOL LAP LENGTH SYMBOL LAP LENGTH I Symbol at Girt and Purlin Connection. 10 < f iu W CE CC • -Cr- • �1 2•_5 I C o b All Bolts to be }'6 Unless Noted. x pC p O'- <V 3-1 For Required Length Refer to Grip Section 'A' Section 'A" Section 'A" Section 'A' i z El 1'- Table on Erection Drawings. Low Side - Flush High Side - Flush Low Side - Flush High Side - Flush 4� w CO„Q Q l y,wN0 OO z a 3Na Page Page Page Page Pullin with Anti-Roll Back-up Clip CF02035 Endwall Girls and Non-Aligned Girls or Open Sidewall at Flush Corner I EF03105 8"Sidewall Zee Girls and 8"Endwall Zee Girls 1 EF03500 8"Sidewall Girls and Non-Aligned Girls or Open Endwall I EF03503 at Rafter Date IRev Column With Long Setback-Endwall Girt Bypasses Corner Column (Date rev at Bypass Corner Column with Variable Frame Setback tDate !Rev at Bypass Corner Column with Variable Frame Setback Iuate IRev `i II Dec'14 04 Jan'161 01 I Jan'16 01 Jan'16 01 Anti-Roll Bade-up Clip See Roof Framing I n Plan for Location Q SC00 at 8' Purlins Pullin m N R a LI- 5C92 at 14' Purlins 7 Steel Line warn On SC94 at 12' Purlins NO' Ill ce (2) }"w x 1}' 0 iii A325 Bolts �l - — 1) 1` - o Unless Noted an 4 ¢O Erection Drawings I Girt Qut �O w Girt ��—- I 1 ani rn r3 to Q E CD 0 cn E (Sidewall Isidewdll Comer Column to on Q 0 a 'A' [Sidewall) Ga.- Ce C3 Rafter Corner Column _ Fastener /16 I-o O Comer Column Scale: NOT TO SCALE 12-24 x i}' I i° Pancake Q Zr Drawn by Pancake SD DP5 I ``' W/o Washer I i Checked by F Q O �� I alp SC58 Girt -- Project Engineer: DC Lo Clip PC78 c ' -- Job Number: 16-B--47573 Anti-Roll Bade up Clip x r-- Sea Roof Framing �/ Girt 1 o 0 0 o I Sheet Number: R6 of 20 Plan for Location i o The engineer whose seal nL of Rafter SC9O at 8" Pudins 1 I I 0 1 I I appears hereon is an employee Purlin f SC92 at 10' Purlins I o D QISled Line for the manufacturer for the ---- SC94 at 12' Purlins rR I I 111\_0 - Imaterialsdescribed herein- Said sealorcertificationIslimited— — i. (2) }'e r 1}" �O OJ to the products designed and 7 �O ^_ A325 Bdta lEndwdll manufactured by manufacturer Unless Hated an , only.The undersigned engineer is Erection Drawings IEndwdil not the overall en ineer of lEndwolllSheeting Clip PC31 Fastener/12A g Sheeting Clip PC3t 12-14 a SD W/O 1' Pancake record for this project. Fastener #12A (2) Per Sheeting alp David Lewis Carlson, P.E. 0 0 12-14 n t' Pancake (Typ) Oregon P.E. 79616PE So W/O washer 1 11 Note: Note: Rafter Zee Girt Shown Zee Girt Shown Cee Girt Similar Cee Girt Similar All Bolts To Be 3'0 Unless Noted. All Bolts To Be 3'0 Unless Noted. All Bolts Ta Be }'e Unless Noted. • For Required Length Refer To Grip For Required Length Refer To Grip For Required Length Refer To Grip . c.oD PRO eo Table On Erection Drawings. Table On Erection Drawings. Table On Erection Drawings. cc, 716"I r a OREGON 2 Mar 12, 2019 1Li �rgYoe 2�1 ., �4EINIS c11/4 ' (EXPIRATION DATE:12/31/2019 8"Sidewall Girts and Open Endwall at BypassPage 8" Endwall Girts and Non-Aligned Girts or Open Sidewall at Page 'b°' "°°' a p Corner EF0350fi Bypass Corner Column with Variable Frame Setback I EF03509 Welded Clips- Framed Opening Connections AC01220 Welded Clips-Framed Opening Connections AC01223 Column with Variable Frame Setback-Blocked Girt Sidewall Date IRev Inate IRE° Cold Form and Hot Rolled Cee-Three and Four Sided Openings old Form and Hot Rolled• Base,Girt, Header,and Sill to Jamb leo" "'" Jan'16 01 Endwall Girt Attaches with Bolted Clip Jan'16 01 —NovN '11l 01Nov'11l 01 Note; • m a All Horizontal Memberswithin clear Opening are Gipped and attached to Jambs with }"e Fin Head Bolts. See AC00915 thru AC00923 (2) }'e Bolts and AC01224 thru AC01232 HeaderJr H_ (Hot Rolled) L HC_ (Cold Form) Hea Steel Line See AC01223 (Cold J Shown, i r Opening Height - / Hot Rolled Similar) `/ Zee/Cee Girt "" Zee/Cee GirtZee/Cee Girt ___\-Jamb/Sub Jamb Girt-NN. -C.12- (Cold Form Shown, C i-See AC01223 Opening Width Hot Roiled Slmilar) #Sidewall) Clip SC252 a �~ a Comer Column T at Girt = Header to Jamb Opening Width U ISidewalll Comer Column L �' m —Jamb/Sub Jamb y o within Opening a (Cold Form Shown, m o -- y Jamb(Hot Rolled) JRmb (Hot Roiled) E,' SC252 Clip Hot Rolled Similar) JLC_(Cold Form) JRC_ (Cold Form) Girt whenwFraln med Opening is is o provided Girt I he paneled aver. / `(2) }"o Bolts O O I I � See AC01223 / • L__ I _ Finish Floor Girt } I $' f I Opening Width Girt Height 7 �I } Three Sided Framed Opening I I 0 0 I "" Girt within opening is See AC00915 thrum AC00923 (2) }"m Bolts y "+ I provided when Framed Opening enin Width I I is to be paneled over. 40 and AC01224 thru AC01232 g • a } l Steel Lne p Header (2) }'o Fin O I I O (Ill l H_ (Hot Rolled) Head Bolts Glrt�2 Jamb ——Lr r _—le ._ L=____„,J� L HC_ (Cold Farm) -' oo See AC01223 i 561 —Jamb/Sub Jamb S Endwdrl (Cold Form Shown, Ck IEndwalll I a Hot Rolled Similar) (Cold Form Shown, Zee/Cee Girt "" Zee/Cee Girt !Zee/Cee Girt x Hot Rolled Similar) c Jamb alp PC78 \___ Cil SC252 c L 1 r(Cold Form Shown, Typ. at Girt See AC01223 °- T 5131 Height Hot Rolled Similar) . o within Opening 41 Z (2) }"o Bolts J • x I- Sill - H_ (Hot Rolled) cn i MI rn • .. a▪ `lam" HC_ (Cold Form) Jamb c ti uC7 JL_ (Hot Rolled) JR_ (Hot Rolled) I r� i.i re C . (Coto] Form) JRC_(Cold Form) - Sill to Jamb ro Anchor Rods s� tai Z j M Note Note - Finish Floor 4 l --.., m ,n Zee Girt Shown Zee Girt Shown I or Framing Member - i Q w a' See AC01223 Cee Girt Similar > W • Cee Girt Similar Opening Width thru AC01232 .-:'.i: 2� 3� .- a ix All Bolts To Be i'4 Unless Noted. All Bolts To Be }"q Unless Noted. b C7 ® l--1 For Required Length Refer To Grip For Required Length Refer Ta (lip Four Sided Framed Opening " a Z ce m I I Table On Erection Drawings. Table On Erection Drawings. Jamb to Finish Floor +7 m<Q CZ 'yti' I-LI N CC Welded Clips•Framed Opening Connections AC01224 Welded Clips- Framed Opening Connections �AC01233 IPa9eAC0511O Page GD06002 ' z I Cg 4` ES.-a l Cold Form and Hot Rolled Cee• Framin Between Jambs I I1°^ Pre-Assembled Walk Door Anchor Placement Date IRev Single Skin Wall Panel Outside Closure Requirements at Eave pate 1Rea L `i Cold Form and Hot Rolled Jamb/Sub Jamb to Zee/Cee Girt or Header/Sill Jul 11 00 g I mar'14 01 pct is oz Feb'17 01 F N o o Field(2) }•Dr118 Bolts Holes In Girt at f Jamb/Sub Jamb Ease Strut Eave Strut I m Q cirr --- Jamb/Sub Jamb (Cold Form Shown, „................r.....1 1 I•r�'� 4 _r_li.... Field Located Framed openings L.0 (Cold Form Shown, \ Hot Rolled Similar) Love Trim Eave Trim w g Hot Rolled Similar) (Profile Varies) (Profile Varies) J w m ❑ ❑ RA1 Sheeting Angle 1 + � �pqq ��Field Cut and Attach with d Girt 1 - Wl' Zee Girt Zee Girt (2) Fastener #12A 12-14 a 1' P.H. DP3 0 o q O No,. Height I Girt at Cold Form Jamb and Sub Jamb Attach Sub Jambs C9 a g Height o` 3 (2) Fastener 6 12-24 x 1 ` P.H. DP5 With 0 Base Anchors --/"11 U Y V) Jamb/Sub Jamb } (Provided byDoor Outside Foam Closure u7 cn Cold Form Shawn, (2) }0 Bolts Door Jamb Manufacturer ( Chart)See -V E m O 0 .0' at Hot Rolled Jambat iY -- Outside PBR ( 's Field Drill Holes in Girt at ) Q rn Hot Rolled Sumter) I Field Located Framed Openings Bti�' Thry t'-1' Metal ClosureH N w tel Y 0 Jamb/Sub Jamb to Zee Girt Jamb/Sub Jamb to Zee Girt Wall Pant f U a 1O a p Ix o 0 0 (See Chart) PBR Wall Panel J Scale: NOT TO SCALE o ® -{.- Drawn by. (2) }"A Bolts Jamb/Sub Jamb m Checked by. "' Fldd Drill 4" Holes in Girt at I I 0 I I O (Cold Form Shown, ® © Project Engineer DC g Field Located Framed Openings ---- Jamb/Sub JambHot Rolled Similar)) Detail at Foom Closure Detat at Optional Metal Closure (Cold Form Shown, p p ° o a o For PBR Panel Only - I I Steel Line (Low Ease Shown High Lowe Similar) Job Number: 16---B-47573 0 1 Hot Rolled Similar) RAt Sheetin An le J'" '- ......,,,„.,,,.,,,r,,,..., (Low Eave Shown High Eave Similar) `i' I I Field Cut and Attach with O 0 9 9 ��- A Cee Girt Cee Girt 0 0 (4) Fastener �1B }"-14 x 1�` // "//// / /� Sheet Number. R7 of 20 Girt (Toed Up or Down Girt (Toed Up or Down Height or Doubled) Heigh741 or Doubled) I The engineer whose seal -- Jamb/Sub Jamb appears hereon is an employee (2) re Bolts Sheeting wall Panel Foam Closure for the manufacturer for the (Cold Form Shown, Field Drill Holes in Girt at Notch I Hot Rolled Similar) ,tip1'-1� Thru 1'-8 PBR HW456 materials described herein. Said Field Located Framed Openings (If Required) se theproducts designed and �I ,Jamb/Sub Jamb to Cee Girt 2" Door Width 2' AVP Hw465 toal Or certification g d and Jamb/Sub Jamb to Cee Girt --- - - — PBU HW460 g manufactured by manufacturer Vistashadow HW485 only.The undersigned engineer is Equal Equal I uwall HW424 not the overall engineer of record for this project. =I (2) }'0 Bolts I ___ I `- --- r==',..,...-Jamb/Sub Jamb I POC 1-1W462 (Cold Form Shown, Field Locate Fidel Locate PBD HW463 Field Drill {b' Holes in Girt at F 1 —Jamb/Sub Jamb - - - - I David Lewis Carlson, P.E. I Fled Located Framed OpeningsO Hot Rolled Similar) Op g (Cold Form Shawn, I ShadpwRib HW412 Oregon P.E. 79616PE E-71- Hot Rolled Similar) Girt uesigner genes 1-1w4413/ I Sill Gee Girt/Sill Attached with }'0 Bolt (Fluted Only) Headerf Cee Girt/Header Heigh O� _ �� The Adequacy of the }'0 Bose Anchor Provided by the Door RBft (Reverse HW455 Ii A- J __- ---_ Manufacturer is not the Responsibility of the Building Manufacturer. ) Height I Jamb/Sub Jamb g (2) }"p Baits The Adequacy of These Base Anchors Should be Determined by a Rolled PBR iL--- (Cold Form Shown, $ Field Drill a Holes in Girt at tauatified Foundation Engineer. RBU (Reverse HW459 u Field Located Framed Openings Rolled PBU) Hot Rolled Similar) nl Greater Than 1'-8" 17.2 HW461 Jamb/Sub Jamb to Cee Girt/Header Jamb/Sub Jamb to Cee Girt/Sill 0S) PROF? gc,. 7191616-j C OREGON 2 Mar 12, 2019 IL- 461h382d0 5° 04E1NlS GP's 1 EXPIRATION DATE:12/31/2019 -Page - -Page - - Page 73 Single Skin Wall Panel Outside Closure Requirements at Rake rage PBR Wall Panel I PW03005 PBR Wall Panel PW05002 PBR Walt Panel PW05003 x Oats Rev Date ftev �" Dale Rev g 9 I Feb'17I 01 Outside Corner Off Module 'Nov'17I 00 Panel Side Lap Mar'14I 02 Fastener Location Aug'15I 04 U 1'-0" 1'-0" 1'-G' cm Rake Angie Rake Angle RA1 RA1�r— See Note #1 t2} r 15' ]' 15' ]' ] PBR Pond II 11 Nate 11 See Note #2 t'-0' _ T'-0' 1'-0� Fastener/17A - - Rake Trim Rake TrM ) % /�,// A 12-14 x fa' SD W/Nasher See Note /3 (Profile Varies) r (Profile Varies) ♦ / • n In- S1,- 7•, 5•, T, 5', 7• Sheeting Drcectlm Note#2 c 0 Outside Foam Closure 1 Outside Metal Closure Fastener 117A See p1yp5011 for Panel End Lap' a (See Chart and Note 12) PBR Wall Panel J _ HW429 or HW429A g��y lay 12-14 x l�' SD W/Waaher See Nota #1 Wall Panel (See Note #3) / 1' 0' O.C. 1 to (Sec Chart) Ii Note `'' \ #3 rle Detail at foam Closure fledat Qp[tor�al IOW Fastener/4A �` For RIR Panel Only $ woe Fastener #4A I-4 a r SD W/Waahar 7-1. Fastener #4A }-14 x ii SD W/Washer 1�-8' O.C. Y �y Notes: 9,eelln Dl,ewn at 1'-6 o.c. See Note #2 �-14 a i" SD W/Washer pq 1. Outside Panel Closures are Required at all Sheeted Enthralls, 1'-8" O.C. CORRECT r 2 PBR Wall Panel Outside Foam Closures HW456 Required for Roof Slope 4:12 or Less and HW422 a for Rod Slope Greater Than 4:12, Field Form/Notch HW422 to Panel Profile. Eave Strut s 3. PBR Wall Panel Outside Metal Closure 11W429 far Roof Slope 0 :12 Thru 11:12 and HW429A for IR r Roof Slope Greater Than 31:12 Thru 4i:12. s 4. Rake Slide Trim Required for MI Standing Seam Roofs and at Screw Down Roof Runs Greater Than 100'-0' es ° c I /14/714<:(7. # o Q1// / Wall Girt r rSee Note 2 Q Rake Angie I Wall Pand Faam Closure , • ' w a o RA1 PBR HW456/HW422 • Steel Line _ s ° _- A4p HW465 (' / BEaposed Wallearing Leg Get s s x$ u PBU HW460 —� --------- Vistashadow HW465 -- Rake Trim NuWoll HW424 I lai Fastener #4A (Profile Varies) PBC HW462 Varies J-14 x i oecSD W/Washer Outside Comer Trim See Erection Sheering Orechan Rake Slide Trim PBD HW463 - V' f662 Drawingsg F215 ShadowRb HW412 WRONG R J o til (See Note #4) L1 3 o J CC Designer Series HW4037 See Note #1 m Outside Foam Closure Shown ti g) Metal Closure Optional (Fluted Only) • cd, z,ea Wall Panel RBR (Reverse HW455 sl y m ka a z tv Roiled PBR) V` 2 "j Q w rn (See Chart) Wall Base Member ` •�' >. wLo RBU (Reverse HW459 s �_ +, > • Y �_ •-•" 0p Detail at Rake Slide Trim Roiled PBU} �` �-- '� o 7.2 HW461 'r Z NO D z 1 Ix w LI LzNIJ O q O Wry K V W a• 4 E7 d • PBR Wall Panel •Four Sided Framed Opening I 'PW06022 PBR Wall Panel• Four Sided Framed Opening I PW06023 PBR Wall Panel-Four Sided Framed Opening Page PWP 06024 PBR Wall Panel -Four Sided Framed Opening W06025 V Trim Installation with Field Notch Panel at Head Trim ISep'14I 03 Field Notch Panel at Head Trim ISep'141 03 Trim Installation With Field Notch and Bend Tabs at Head In ISep'16IRoa Field Notch and Bend Tabs at Head Trim Sep'14I 03 viv (4 Note: Trim installation can be done by Field Notch Panel as shown on PW06022 & PW06023 Note; Trim Installation can be done by Field Notch Panel as shown on PW06022 & PW06023 Nate; Trim installation can be done by Field Notch Panel as shown or PW06022 & PW06023 to o ;? QR with Field Notch and Bend Tabs at Head Trim as shown on PW06024 & PW06025• . with Field Notch and Bend Tabs at Head Trim as shown an PW06024 & PW06025. Note: Trim Installation can be done by field Notch Panel as shown on PW06022 & PW06023 Q9.with Field Notch and Bend Tabs at Head Trim as shown on PW06024 & PW06025. n _z Q5,with Field Notch and Bend Tabs at Head Trim as shown on PW08024 & PW06025. j I Opening Width + 6• (+2' Lap when req'd) Q Q] P Opening Width + 6" (+2" Lap when req'd) Opening Width + 6" (+2' Lap when req'd) Opening Width + 6" (+2' Lap when req'd) I J rn a 0. Held Cu! w.-n ❑ ❑ 3' Opening Width and RemoveNote: Field ddth and reOpening T See PW06023Opening Width + 3' *Opening Width + 3' PW06027 Head Trim F461 1}' Opening Width 1'� 'Opening Width '}" cut Head Trim to tiO p PW06025 'field Cut required length. 4w Q vi • I q`�! („2. . .1... & II & PWOSO27 Remander andnJI !, a aer I o e (eji:iee Remove \ Head ITrim P481 I v o l l+u z in,.... ° `Head Trim 4810 3 Front View Ili , E m p a PWO60 0See II 2' Lap with (2) Fasteners #14 End View o ; e Head Trim F481 g I r o it y '3 a a' x 1i' Pop Rivet and HW54_ See -Field Notch and Bend j rc ro¢U b Note: Caulking PW06030 1}" Tab behind Jamb Front View End View U a--J E D N a Trim. Attach with I I 2' Lap with {2) Fasteners #14 FFastener 14A a' x r Pop Rivet For 'Optional' See End Cut Detail a' x fb' Pop Rivet and HW54_ Scale: NOT TO SCALE c at 20 O.C. at Cold Form ° Channel Closure Trim mt Rlver•t�Se�• x • Caulking OR see PW06026 Opening Width 3" Opening Width 3• Fastener (14-A a' x �' Pop Rivet Pop t Drown by: Field notch PanelPW06025 for details. }� Opening Width Er Fastener #16 at Head Trim u o at l'-8 O.C. at Cold Form OR Do not cut or Note: All trim is to be Checked by - Do 12-24 x 1}" Pancake Si) DPS c Fastener #16 Note: I remove back leg installed BEFORE blanket n W/O Washer at l ed O.C. r For tional Channel insulation Is applied to walls Project Engineer: DC a s 12-24 x 1}" Pancake SO DP5 OP i at Hat Rolled w —e.- a w/0 Washer at I'-8" D.C. Closure Trim see :_tiz.... L.,./-+ _ �, at Hat Roiled / 1a' down 90 degrees Note: Pand position la shown with o a J/ PW0602B Bend lir' Tab Job Number. 1fi-B-47573 }" Bead of HW54_ Tube Caulking II N - Panel Rib and Opening on 1'--0 module. e from Header to Sill (see section) !a LI Y i' Bead of HW54_ Tube Caulkino a ( theeatpe of Rib may vary lo atpending on Sheet Number: R$ of 20 in r: • o' from Header to Sill see section+ n2Lap with (2) "„ G e- Field Cut Opening Width and location. Field Fasteners 4 o and Remove measure before cutting Panel and Trim. The engineer whose seal ' Jamb Trim F482 Jamb Trim F482 J + a 2' Lap with (2) a' or Alternate F484 or Alternate F484 x PopRivet J I I .. o Jamb Trim P462 Jamb Trim F482 �d Cut lel( appears hereon is on employee oat'Hea , SAI & • " fasteners 4 for the manufacturer for the T Typ Head Trim F481 a . Ik with HW54, a, or Alternate F484 or Alternate F484 a" x f" Pop Rivet (Viewed from top of Head Trim) v.. ".,[7,-- Jamb Trim when -a Fastener #4A required. Feld notch See PW06027 r I at these edges =° lisp at Head. Sill do g e See }'-14 x r SD W/Washer 4 as req'd. for Jamb Trim I after innatallatian o, Jamb Trim when materials described herein. Said a PW08029 at 1'-0 O.C. at Panel Rib field cut detail G a Sev a required. Fldd notch Opening Width le Opening Width seal the or certification is limited See (2) Fastener #14 a a pyp60P9 as req'd. manufactured orad tbydmalnufacturer PW0603el0 x Pop #14 o p Fastener #4A (2) Fastener 014 field Notch and Bend 1 " Tab y, undersignedg' a' ii a'-14 x SD W/Waaherbehind Jamb Trim. Attach with / at Tabs Jamb Trim F482 x PopRivet only.The engineer is a not the overallr engineer of at 1'-0' O.C. a' ids Fastener #14 �" x f}' Pap Rivet or Alternate P484 See at Tabs record for this project. E........ • :. at Panel RIbP PW06026 PW06030 r Sill Trim F848 & PW06027 — - I II i1 I I i,dh � See PWD6026 e - f o \\- 5AI Trim F848 / & PW06027 • • . David Lewis Carlson. P.E. •y o d a O \ c 7.-__,T. r I`! o j� "� Oregon P.E. 79616PE Fastener/14A i" a Pop `Fldd cut Panel "� 0 a \ °' Head Trim F481 J • (2) Fastener #14 Rivet at 20 O.C. at Cold Form \ 1}' 11" a' x 3" Pop Rivet OR (2) Fastener #14 See PW06027 for Jamb n Opening Width I at Corners Fastener 6 1 1 #1 Opening Width r a �" Pop Rivet Trim field cut detail Field Cut Opening Width + 35 12--24 x i}" Pancake SD DP5 Fled Cut�I at Comers Jamh Trlm F482 or Alternate F4B4--� 6 and Remove - W/O Washer at 1'-8 D.C. and Remove 11T�� Opening Width + 3" Opening Width + 6' (+2" Lap when req'd) at Hot Rolled Note: Panel position is shown with I Opening Width + 6' (+2' Lap when req'd) Fastener #1#A r x Pop Rivet at _ p PanelRib and Opening on 1'-O module. 1'-6 O.C. at Cold Form Note: All trim Is to be Location of Rib mayvarydepending on Note: All trim is to be Noire: Field measureOpeningWidth P 9Note: All trim Is to be Nate; Field measure Opening 1Mdth OR 11 11 1 1 installed BEFORE blanket theOpeningWidth and location. FieldFastener #18 installed BEFORE blanket and Height before makingfield cuts Ins lata BEFORE blanket and Height before making field cuts �1' 9 Insulation is applied to walla measure before cutting Panel and Trim. Insulation Is applied to walls. and adjust cut dimensions accordingly. 12-24 x 1}' Pancake SD DP5 W/O Washer PA to Insulation is applied to walls. and adjust cut dimensions accordingly. PP j' gy' at 1'-8 O.C. at Hot Rolled --,�- Field cut Panel F 414 .. �7 y6'i /9c s _ G OREGON Z Mar 12, 2019 9�< ��yOa 2. to 44EI+WS CPQ,• 1EXPIRATION DATE:12/31/2019 i Page er Page i.uu. U PBR Wall Panel-Four Sided Framed Opening I PW06026 PBR Wall Panel -Four Sided Framed Opening 1 PW06027 PBR Wall Panel-Four Sided Framed Opening PeW06028 PBR Wall Panel -Four Sided Framed Opening PW06029 Sill Trim Installation Nov't7�Ro3 Jamb Trim Field Cut Details TNov'17�02 Optional Channel Closure Trim If Sep`1s�Ho4 Jamb Trim Installation Nov'171 03 U 4CO a. �- Opening Width + 7" (+2" Lop when req'd) eNote: Field measure Opening Width + 6" (+2" Lap when req'd) Opening Width and cut Sill I II `- 3 Opening 3}- Trim to required length. Opening Width + 3" �/ II 4—I *Reid Cut Remainder I1}- 'Opening Width 1}- u a a and Remove 1 " I ! 5111 Trim F848 1}- re ° Q� Top Vlee iamb Trim F487 Jamb Alternate Jamb Trim F484 °I L I°- Tao View Channel Closure Trim Cold Form shown Jamb Trim F482 Pop Top Yew F at 1'r 8" 0.C. at Coid Form Rivet ) or Alternate F484 I 2" Lap with ; 44' PW060 6 a Hot Rolled similar '' HWb40 Fled cut 2" tab and I Caulking OR }" 3d" �" - Fastener #16 12-24 xi Pancake 50 DP5 Optional" ,gband up 80 degrees „F.\� l_ } ChannelClosure Trlm Field Cut and Remove Fastener 4A +" x �` Pop Rivet W/O Washer ai 1'-8" O.C. See PW06D28 for details.under SAI Trim icr !Field cut and remove at 1"--8 O.Cat Cold Form at Hoi Rdlad O J- Do not cut or remove r Double Sided Tape �- SIII Trim S r Fastener #16 (Not by Bldg Mfg) face of Sit Trim. See `\ 7-F848 12-24 x 1}" Pancake SD DP5 _ Comer Detail. 9n in M u N r W/O Washer at 1'-8" O.C. Blanket Insulation }" Bead of HW54_ Tube Caulking / II + 0 at Hot Rolled - f (Header to Sill) Note: Jamb k Head Trtm are - -m� — s - 2' Lap Fyp at to be Installed BEFORE blanket Le u 1 n a Channel Closure Trim Head, 5111 k Jamb //////;40(00,� 41111\11411Insulation is applied to wails - + oaSee when required. Field — �- v i o i ° V Channel Closure Trim J ° cut to length if i �' req'd and notch. - �� ` - Note: Panel position is shown with Panel Rib o a' Pw08029 starting 6" from Steel Line and Opening on i Caulk with HW540 at this 1'-0" module. Location of Panel Rib may vary 4— • (2) fasteners #14 o See PBR Wall Panel edge after installation depending on the Opening Width and location. a c a Field Cut Wall Panel o // �- x - Pop Rivet c PW06030 Field measure before cutting Panel and Trim. Side View at Head Trim � at lap ° • Corner Detail cr I S Terminate Blanket Insulation o Field cut Panel + r1\:''.'___ c: at Jamb Trim rn a( r Channel Closure Trim l o� Opening Width a Jamb Trim F482 —�- JJ I ,j + a `2" Lap when required. ni 0 0 0 Reid flatten Trim ie when required or Alternate F484 • I II II I I -1 1}. Field cut and notch9 q Field cut 2' tab and s y ,,, r -�,� ---- a as required. -to bend up 90 degrees �`• ° o or AlternateT m F482 (shown) m DytiQnd tomb Trim z ChannelClosure Trlm Piece Mark Jamb Trim F484 ¢ under SRI Trim c _ -r Reid cut 2" a /-Channel Closure Trim at Jambs F981 - 8" Member F2993 - 10}- Member (2) Fastener #14 ° up 90 degrees bend t a 3 Field cut and remove = itab and F2994 - e4" Member F169 - 12" Member }• x 1�" Pop Rivet I to fit under 0 2' / {, }- F982 - 10- Member F2995 - 12}" Member at Tab u I • SAi Trim Reid cut 2" tab and � `-'/ a bend up 90 degrees f/l Sill Trim [848-� • o .—-- -/ I ^ 2}' Reid cut and remove Note: All trim is to ba _ 1 to fit under Sill Trim \ installed BEFORE blanket C.)0 -•i i 1" Field bend 1- tab up 90 degreeserr a I N I N N i, Insulation la applied to walls. ; -i I % f Channel goaura Trim Alternate Jamb O w I 2 Fastener 4 at SN ere shown Note: Held measure Opening Width a,. U Z M O #1 ., Trim F484 Profile Side View at Sill Trim and Height before making field cuteCt r x ," Pap Rivet 3" , aY Header similar and adjust cut dimensions accordingly. .'R -4 Z n at Comers Jamb Trim F482 and Note: Panel position is shown with Panel C9 = I Q w al 1Alternate JambTrim F484 Rib and Opening on 1'--0• module. Z a Opening Width }" Note: Field measure Opening Height Front eve Note: The Interior leg of the Channel Closure Note: All trim Is to be Location of Rib may vary depending on 'r c7 re before making field cute and adjust End Cut Detail Trim is to be oriented (t1/8") to match the installed BEFORE blanket the Opening Width and location. Field Q '� C ® n Opening Width + 3" Opening MYtdth cut dimensions accordingly so that Right Jamb Trim as shown Interior leg of the Header or Jamb. insulation €s applied to walla. measure before cutting Panel and Trim. .4 R 2 ce to Cl 1 1 Jamb Trim fits to Head and Sill Trim. Left Jamb Trim opposite hand � t3,- m a PBR Wall Panel-Four Sided Framed Opening I�a4PWo6o3o PBR Wall Panel •Three Sided Framed Opening rPW07022 PBR Wall Panel-Three Sided Framed Opening PW07023 PBR Wall Panel-Three Sided Framed Opening r-PW07024 "e tri Head and Sill Trim Installation pate I Sep'16!1 02 Trim Installation with Field Notch Panel at Head Trim rep'14103 Field Notch Panel at Head Trim lSep'141 03 Trim Installation with Field Notch and Bend Tabs at Head Trim 1ep'14r03 Note: Trim Installation can be done by Field Notch Panel as shown on PW07022 6r PW07023 Note: Trim Installation can be done by Field Notch Panel as shown on PW07o22 d: PW07023 N o INate; Trtm Inatdllatltc tan be done by Field Notch Panel h shown on 7024 &2 do PW07023 q7Q@_with Fldd Notch and Bend Tnbe at Head Trim as shown on PW07024 k PYf07025. with Field Notch and Bend Tabs at Head Trim as shown on PW07024 alt PW07025.PBR Wail Panel Q$with Field Nakch and Bend Tabs at Head Trim as shown on PW07D24 k PW07025. i -5 I t Fastener #17A Opening Width + 6" (+2" Lap when req'd) , Opening Width + 6" (+2" Lop when req'd) Feld �# Opening Width + 6" (+2' Lap when req'd) O _i en O 2-14 x i4" Si) W/Washer at 13" Opening Width 3" and Remove Q' III El 5"-7"-5" O.C. Opening Width + 3" al Cold Farm Fastener #14A 1� x d' Pop See PW07023 Head Trim F481 1 p 4 } Opening Width 1}" p aj OR Rivet at 1'-8 O.C. at & PW07027 I See PW07025 d Lrl¢O Fastener 7 12-24 x i4" SD DP5 W/Waeher - OR t I I 1 l' CJ u)3 Y 0f Cold Farm I & PW07027 Q� p O at 5"-7"-5" O.C. at Hot Roiled I Fastener #16 ra I o I o o j I o I j to w 12-24 x 1 Pancake SD DP5 I I I i 7." I I o e o i l i E 030,0o ie }" [rant ViewI n Q G ,•w 1 W/0 Washer at 1'-8" O.C. Head Trim F481 ° I 2" Lap with (2) Fasteners #14 Fnd View o 1` ° - w tL+v w Y ; of Hot Roiled Sea a 1i" 1' Head Trim F481 5 cc 0¢U b 4" x Pop Rivet and HW54_ PW07030 Caulking See A -Field Notch and Bend U D ,-_1 Fc 4 IlL Optional Header v PW07030 1}" Tab behind Jamb Head Trim [481 Channel Closure Trim (Cold Form shown o ` \ Nate Opening Width 3" Opening Width 3" Trim. Attach with Scale: NOT TO SCALE Field notch Pane Fastener 4 x Drown b a. o For Optional" #1 j - Y See PWD602B for details Hot Rolled similar) v o Channel Closure Trim at Head Trim Pop Rivet. See he -5 Fastener /14A r x r Pop Rivet at see PW07028 -g Fastener #14A b" x �' Pop Rivet pW07025 for details. Checked by. 1'-8 O.C. at Cold Forth at 1'-8 O.C. at Cold Forte o + a OR z OR Project Engineer. DC o x _1 Fastener #18 _� t Fastener #16 w o- N 12-24 x 1}" SD Pancake DP5 W/0 Washer 1 12-24 x 1}" Pancake SD DP5 Job Number 16-B-47573 X c .c at 1'-8 O.C. at Hot Rolled s o w/o Washer at 1'-8 O.C. cr. F, n jr r__ ;j _, t at Hat Rolled o n = ° • • N a / Sheet Number. R9 of 20 o I .; i 1 e + = 4" Bead of HW54_ Tube Caulking-? oa Optional + c }" Bead of HW54_ Tube Caulking 2- La with 2 i - ' ' L_'- 3 rn from Header to Floor see section P O a { ) _ ( The engineer whose seal Channel Closure Trim Sit m g from Header to Floor (see section) Fasteners #14 - in See P506028 for details oa Head Trim F481- • g0 2" La with (2) appears hereon is an employee Sill Trim F848 orth o JaTriF482 Jamb Trim F482 asers1[( dF Caulk with HW54 J almilar) Jamb Trim F482 Jamb Trim F482 Typ atac or Alternate F484 or Alternate F484 Jamb Trim when See P507027 o I I I at these mages 8 Of Alternate F484 or Alternate F484 `o rn after Installation - = Typ at Head drwt wired. Field notch i6 ,• - Pop seal or certification is limited req for Jamb Trim c a ° v o as required, field cut detail to the roducts dent heel and p `m o+ Jamb Trlm when P g e n See Fastener #4A PWD7029 / o I I g o See a required. Field notch manufactured b9 maed engineer _ Jamb Trim F482 J ° oa ra uked. cturer not the overall leng neer di er is 14 x SD W/Washer 4� or Alternate F484 PW07029 record far this project. at 1'-0" O.C. at Pond Rib P t• j:Ik.\ Finish Floor Line I II I I I ` For "optional' David Lewis Carlson. P.E. Fastener #17A Fastener #14A i" x r Pop o r o 12-14 x 14" Si) W/Waaher Rivet at 1'-8 0.C. at -- -- at 5"-7"•-5" O.C. L. Field cut Panel Channel Closure Trim Cold Form r Fastener 14A ;" x Popsee PW07028 Oregon P.E. 79616PE at Cold Farm OR Rivet at 20' O.C. at Cold Form r Finish Floor Une OR Fastener 116 OR o / 0 Fastener #67 12-24 x 14 Pancake SD DP5 Opening Width Fastener #16 - -- -- 12-24 x 14" 5D DP5 W/Washer W/0 Washer at 1'-8" O.C. 12-24 x 14" SD Pancake DP5 at 5"-7"-5" O.C. at Hot Rolled at Hot Rolled W/D Washer at O.C. Opening Width at Hot Rolled Note: Panel position is shown with PBR Wall Panel Note: All trim is to be , Panel Rib and Opening on 1'-0 module. Installed BEFORE blanket Nate: All trim is to be Note: Field measure Opening Width Note; All trim Is to be installed BEFORE blanket and Height before makingfield cute Location of Rib may vary depending on Insulation is applied to walls i9 installed BEFORE blanket the Opening Width and location. Fldd Note: All trim Is to be Nate: Field measure Opening Width - Insulation is applied to walls. and adjust cut dimensions accordingly. Insulation is applied to walls measure before cutting Panel and Trim. Installed BEFORE blanket . and Height before making field cuts 90 PROPe G Ineulatlon Is applied to walls. and adjust cut dimensions accordingly. "1/4Vl" v Cil � -, a 71616 >tT.- � OREGON Mar 12, 2019 'Pi_ -Was 6Y t61MS GP' EXPIRATION DATE;12/31/2019 PBR Wall Panel•Three Sided Framed Opening PW070_25 PBR Wall Panel •Three Sided Framed Opening rPW07027 PBR Wall Panel-Three Sided Framed Opening I' PW07028 PBR Wall Panel-Three Sided Framed Opening I.PW07029 Y Field Notch and Bend Tabs at Head Trim Sep'141 03 Jamb Trim Field Cut Details Foy'17r62 "Optional"Channel Closure Trim IMar'15I 03 Jamb Trim Installation INov'171 03 U Note; Trim Installatloe can be done by Field Notch Panel as shown on PW07022 & PWt07O23 - 4a" Opening Width + 7" (+2" Lap when req'd) 0]' QE.with Field Notch and Bend Tabs at Head Trim as shown on PW07024 & PW07025. ' I i - 3}' Opening Width 33" Opening Width + fi' (+2 Lap when req'd) I I 1 'Opening Width + 3" 'Note: Field measure L \ OpeningWidth and JI / 1} 'Opening Width 1}" cut Had Trim to 1}"1}' n a o 0 0 'Field Cut required length. !!!! 01.3_-,, o•" Remainder and Alternate Jamb Trim F484 Channel Closure Trim ,lamb Trim F482Jamb Remove Head Trim F481 Too View Faskenar #14Ax PopRivet (Cold Form shown Jvp Yewv See r I 4r" o PW07030 at 1'-8" D.C. at Cold Form Hot Rolled similar) I OR -_:,0 }• 3}- }• c Fastener 116 n �, r° 12-24 x 1} Pancake SO DP5 -Optional' .4 I Field Cut and Remove ■ Fastener f14A b" x �' Pop Rivet W/0 Washer at 1'-8" O.C. Channel Closure Trim u Front View 2' Lop with (2) Fasteners /14 End View a. at 1-8• 0.C. at Cold Form ° See PW07028 for details. H o at Hot Rolled m See End Cut Detail Double Sided Tape�- x t}" Pop Rivet and HW54_ Fastener 018 p r Caulking r o, _ (Not by Bldg Mfg)13" — Opening Width in .6. ± i 12W20 Washer at Ike O DP5 _,_ P / Blanket insulation ) 4" Bead of HW54_ Tube Caulking Do not cut w Note: All trim is to be �� \ !,r, a, at Hot Rolled / (Header to Floor) In/tailed BEFORE blanket > 'n c 2' Lap typ at remove bade leg insulation is applied to walls .� v + o Channel Closure Trim Head & Jamb when •i/ /�i• / Ir,Bend 1}... 'v a. o� ° Channel Closure Trim J ° required. Field cut ��,i L } to length if req'd i 1}" down 90 degrees Note: Panel position is shown with o o - --- eg = and notch. ��_' �__� �. " - Panel Rib and Opening on 1'-0 module, c /�Am. Location of Rib may vary depending on z c Flekd Cut the Opening Width and location. Field -1- a (2) Fasteners 4 Seev 1 as —� PBR Wall Panel and Remove measure before cutting Panel and Trim. o r x 4�" Pop Rivet o PW07029Field Cut Wall Panel w End Cut Detail Side View at Head Trim at lop (Viewed from top of Head Trim) Not@;Terminate Blanket Insulation Clb o, x1� a Finish Flow Line at Jamb Trlm I --- o I ° / . Opening Width 1 Opening Width 'n = 2" Lapwhen required. c Opening Width }' o, q + c Field cut and notch Field flatten Trim leg when required A Field Notch and Bend 1}- Tab _ irl 1}• s n as required. 1' Field bend tab down 90 degrees cu behind Jamb Trim. Attach with - — e 0. o �., 2}' Field cut and remove Channel ClosuOr@lrlm Piece Mark ptionalJamb Trim F482 (shown) ik Fastener /114 b" x f'e Pop Rivet or Alternate Jamb Trim F484 "� •t Channel F981 - 8" Member F2993 - 10}' Member -,. Closure Trim F2994 - 84" Member F169 - 12" Member a • • 0 3#"' F982 - 10' Member F2995 - 124" Member • I • Head Trim F481 J �I L� r Finish Floor Line 33- Field cut and remove Note: All trim Is to be - a See PW07027 for Jamb n I installed BEFORE blanket I I o ce T. I ;,' insulation is applied to walls. O Trim field cut detail _ - Channel Closure Trim at Jambs - Altemate Jamb o ''� 1 Jamb Trim F482 or Alternate F484-, 5 rti v O r7 lids Yew at Floor Line Nate: Field measure Opening Width Trim F484 Profile c, g , o O m CV • Fastener #14A b' x " Pop Rivet at a and Height before making field cuts is -r N 1'-8 O.C. at Cold Form 0 ,Jamb Trim F4132 and and adjust cut dimensions accordingly. Note: Panel position is shown with L1 2 f Q w N OR N'e 1 L _I I . Note: Field measure Alternate Jamb Trim F484 / Panel Rib and Opening on 1'-0' module. >- g <U Fastener #16 Opening Height v/ Note: All trim is to be Location of Rib mayvarydepending on ! a ~0 Ce ' before making field cuts and adjust Front View Note: The Interior leg of the Channel Gosure P g Q O 12-24 x 1}" Pancake SD DP5 W/0 Washer Right Jamb Trim as shown End Cut Detail Trim Is to be ortanted t1 S' to match the installed BEFORE blanket the Opening Width and location. Field '` O U s7 ® '—' cut dimensions accordingly. 9 at 1'-8 O.C. Fldd cut Panel Lefl Jamb Trim opposite hand ( / ) Insulation is applied to walls. measure before cutting Panel and Trim. 2 cn at Hot Rolled - interior leg of the Header or Jamb. er m w Z< Page PBR Wall Panel-Three Sided Framed Opening PW07030 DoubleLok I UltraDek -Fixed Eave roDL01001 DoubleLok!UltraDek• Fixed Eave I DL01002 DoubleLok!UltraDek I6DL01003 1 Head Trim Installation Date IRev Rake Support at Building Rake•Start!Finish vi 1Sep'151 01 Rake Support Angle at Building Rake•Alternate Finish off Module ISep'15I 01 Fixed Eave Plate ~ Oct 17 02 I Dec 12I 00 Rake Support Angle p Rake Support Angle ^ CD p Se Erection Field Block out bottom I N o Butt against Rake HW7710 (Low Clip) rawinga HW771Q (Low Clip) of Rake Support Angle 44" m & Standard Start/Finish Details shown, Rake Support Angie 1 Support Angle N E z HW7720 (High Clip) for Alternate Finish Off Module Details HW7720 (High Clip) Fastener 1 I 5 i HW7710 (Low Clip) ■� m u HW7664 (Hl-Thermal) see GDL01002. For requirements see HW7664 (HI-Thermal) 4-14 x 14" r M g Fastener#14A (UtilityClip) 9 HW7720 (High Clip) , a HW7722 Utlit Erection Drawln s. HW7722 (Utility Clip) Fastener j1 24' O.C. J w O HW7664 (Hi-Thermal) w n LI i ro a r Pap Rivet SS r .W7722 (Utility Clip) 4-14 x 1' . (centered in slot) akcn LI At 1'-8' O.C. At Cold Formed Members Rake Angle- Roof M 12. O.C. g Roof \ �' Roke Support Angle ix 0 PBR Pane! - A RAI111811101,....06 .A-� ember Rake Angle HW771D (Low CIiP) o*1 es Fastener#16 p" �� RAI HW7720 (High erm �`' U Fastener #17A 182p-824.6/x0 it Pancake SD Steel Lines t♦ "A• HW7664 HI--Thermal Q Oo12-14 x 1 " SD W sherRake Support Angie ( ) U Rake Angle { p) �� Steel Line ofK Washer At 1'-8' O.C. At t � � - �HW7710 Low Cli 5truAt 5" - 7" - 5" O.C. Hot Rolled Members RA1E°� ` "} 1 m Oa At Cold Form Members Header PP g P HW7720 [High Clip) Rake Support Angle Section 'A- HW7884 (HI-Thernal) A" o v_,u7 w Y ; a' (Cold Form Shown HW7722 (Utility Clip) -41110* HW7722 [Utility Clip) RAie Anglo Section "A' / Rake Angie RA1 re re,C U b Fastener ? Hot Rolled Similar Rake Support Angie U e_-J EE D Rake Angle / lava Strut 12-24 x 14" SD DP5 W/Washar Rake Angle �!� Detail at High lave HW7722 (Utility Clip) • g RA1Scale: NOT TO SCALE At 5" -- ie - 5e O.C. RA1 ` Single Slope building" Y At Hot Rolled Membersiii -A', install Fixed Eave Plate flush with outside face of high nb Drawn b Head F481 £ave S#r,lf �1• . of wall panels. The first Eave Plate will butt against the Checked by. vertical leg of the Rake Support Angle. All of the Ease -;. R�� Plates may be installed at this time. Be sure to butt each Project Engineer: DC EgMe 3f 114100,. Fasts Fastener 14" M.-ea. EaVe Strut / Peva Plate end to end without leaving a gap between the Jab Number t6-B-47573 Nf Fastener /5 }" isles. Detail at Hi h Ease 24- °.a• Rake Su ort An le }--t4 x 1}' Note; Flat Eave Trm F2955, PP g 24' o.c. (centered In slot) HW7710 Low CII Single Slope aiding when required, ko be Imetailed ( P) Sheet Number: R10 of 20 centered in slot St Rake Su ort An les Fastener #12A before attaching Raka Su ort HW7720 (High Clip) { ) op PP 9 pp Hold Rake Support Angle Detal at Low love12 x 1" P.H. 0P3 and Rake Angle HW7664 (HI-Thermal) The engineer whose Seal back 24" minimum on Angle9 flush with Eave Plateg ' 'Optimal. Channel without Eave Plate Fastener /12A each side of Ridge (1) required at appears hereon is an employee DPDetail at Low Ease PP Closure Tree 12 x 1" P,H. DP3 each Roof Member for the manufacturer for the See PW07028 For Details. (1) required at without Eave Plate + each Roof Member Rake Support Angle materials described herein. Said tR PP 9 seal or certification is limited a Rake Angle � � � �� with Eave Plate Fastener #1 to the products designed and i Rake Support Angle A011.4....0-le- Flush � '� See Notch Details14 x 1' astener ;(i5 9I HW7710 (Low Clip) RA1 �� Md �� ,� .4„.....411141111111111 . "� 's` 12" O.C. 4-14 x 14- manufactured by manufacturer s ' HWT720 (High Clip) ge Li 4d a V^8 � _l► . 24' O.C. only.The undersigned engineer is & g HW7664 (HI-Thermal) �' R ��= "11111116 ►►1C Rake Support Angle LO 'n CO 1 (centered in not the overall engineer of E o ap m I "-Rake Angle 9 ' m '; WP lave Plate slot's e.. RA1 record for this project. Flush with Ease Plate Y � Stop Rake Support Angie Detail at Building Ridge See GDL01a03) Am_-. _ . ilea Purfln back 24" minimum on , David Lewis Carlson, P.E. each side of Ridge HW7710 }• '�� Oregon P.E. 79616PE /r Finish Floor �1 Field Block out bottom " '1i• rl—� c o III / leg of Rake Support Detail at Building Ridge Raka Angle ` I J/ Angle back 4r and i13- RA1 ►_� 5.. o Ease Strut hold flush with end of +HW7720 Co Eave Plate Field Block out top leg / t�,t a Fastener #12A vw Sof 44• of Rake Angle and lose 5 12 a 1" P.H. DP3 (See GCL01003) bottom legof Rake r— cm u r"u (1) required at each r2' Angle Support back 4-' . Roof Member - +HW7S64p1 I 1}, SL Detail at Low Ease Detail at Low lave I Fave Plate Shape May Vary' • with Eave Plate Notch Details with Eave Plate Section 'A". `-91.0 PRp ee, 44,7 tf7/9/3161f � r ti OREGON e Mar12, 2019 9Li0 Os2 �co I EXPIRATION DATE:12/31/2019 DoubleLok 1 UltraDek IPaGDL01010 DoubleLok I UltraDek PaGDL01011 DoubleLok I UltraDek FaGDL01012 DoubleLok I Ultradek " DL02040 o Fastener Spacing at Trim to Outside Metal Closure Date Rev Date Rev Date Rev x� p 9 Apr'18 02 Outside Closure Apr'181 01 Sealant at End Lap gpr'18 01 Tape Sealer at Low Eave Feb'15� 01 Note: All Back-Up Plates on first panel Tri-Bead Tape Sealer Cut and remove run will require field modification to avid fouling rake support. HW504 1}" Long to Male Leg directtly 1}I 5` I 5" I 5" 1 * over Closure O. t, Tri-Bead Tape Sealer HWSO4 jr-i-8" . f } \_ I cl tap and sidp of each doeure to complete the seal Bock-Up Tri-Bead TapeSealant HWSO4 Plate and / fallow configuration) • HW7769 - 18' panel �•� Tri-Bead Tape Sealer Outside Metal Closure ✓ Fastener e (mustpanel 18"Wide Panel HW432 ead a e Panel }-14 x a ` �� side of Closure With Tri-Bead Tape Sealant LL SD W/Washer ` FiWe o Cl ureLong each Outside Metal Closure Tri-Bead Tape HW430 24" panel (shown) 1 111111 HW504 Top and Bottom (4) per 1'-6 Panel 4 _-� Sealant HW504 HW432 18" panel 1r 7• 7' 7- 1 i" (on top of closure) �/ / �.- . T Lf 4 J ti f t t f ` ri. 4°41° Slide Back-Up Plate onto end of panel. I� Tri-Bead Tape Make sure teeth on top of Back-Up Plate Minor Rab Tape Sealer H the Outside Metal Closure Fastener Tr-Bead Tope Sealant Hw504 are on top of panel. Visually check to seeApply to the underside of the i Sealant HW504 (under 24"Wide Panel (between pmol and closure) that hales align. minor rib 0i the panel. Position 4 HW430 at 24" Panel 14 x a" Outside Metal Cloture) so tape sealer wig cross the With Trl-Bead Tape Sealant LL SD W/Washer 'j Place Tri-Bead Tape Sealant over the HW504 Top and Bottom (4) per 2'-0 Panel , entire width of panel. It must be centered �f when pd Tape Sealere HW504 Tube Sealant Hw540 when and is Installed. ' over pre-punched holes and following panel Between Outside Metal Tri-Band Tape configuration. �' Trim Flash Ina . Male Leg Apia Tabs . TJ Sealer HW504 m (Expansion Ridge, High Side Eave, ` Fastener/IE �� Sealant HW504 Or4.4.t4Ailllm �. ��► QParapet and others) \ X14 x 1 ' _ 7i v LL SD W1Masher �r ,,,,..-40 1." ` C "1,�� ••�•Oj•• �` Tope Sealant Inside Metal m Outside Metal Closure ••. Tube Sealant HW540 Ce �� •i,• �� on mole leg. Closure HW426 / HW432 at 18" Panel ••i••�i Fill any voids around HW430 at 24. Panel 0 '+ With Trl- ead Be Sealant Fastener�� pond closure. ` 4 p % / / LL SD w/Washer • 4(9) 24' panel `�� %.,, Caution U / / i (8) 18' panel �'�iO� ••••••'i••• comersForcinwillg alessen pe lthe thickness ofcnt back into hthe I` 3 J cc;342 U in •i•• • tape sealant where it is needed most. .0 w j Roof Member •i• j,, rt‘re,...... rlei,........... 1 (Zee shown) Bad-UP nal shown �••�•••••••••'•••i••••i i� 10 ¢w h 11W7769 18" pond �/ „'�•i c m �i Right Way Wrong Way z m V'Z w UZinJ t0 2 W c'''Vz a- 0 7 0. Page Page Page Pop cg aj Double Lok!Ultra-Dek-Northern Standard And Northern Large Trim I GDLO5009 Detail At Double-Lok 1 Ultra-Dek Rake-Low System Only GDL05023 Double-Lok/Ultra-Dek-Sheeting Layout GDL05040 DoubleLok/UltraDek Expansion Ridge GDL06001 ic Low Eave Rake Corner With Eave Gutter And Termination Trim Date Rev Fastener#46 At Back UpPlate Date Rev Gable BuildingOne Panel Length Date Rev ad- V h Nov.17I 04 5ep'17I 02 g I End Cap Assembly Mar'14I 01 Fastener#4 Nov'17 01 H o 1-14 z j" LL SD W/Waasher tow 3' O.C. Across End Lop r / See Erection t —+ = See Flection l _ • Drawings For o' S on 1 a Drawings For j V-0' v Rake Section a]r in L d Termination Trim F121�„ _ • Rake Section - a ( � APe Fastener I I I I See GDL06003 For it 73 ` "� r Trio Bt T�62 1-14 x j' w cit O End Lap Detail Fastener /1E a as nom. J i 0- Tab A LL SD W/Washer H Orn }-14 a f�' LL SQ W/Washer Fastener r1t4soxerlf1Eu_ f ! {odds) (12 required) I til rff O iri Rake Trm End Closure 1 At 2-0' O.C. Type 4Bxr LLw she Locatona W/Washer _1 1 1____ rr T�A C At This Location ONLY Each Side Of Roof Can Be ) ( r (thiels) (.-234.0.u-;) F2337L(Shown) t ,L_______ — t c''` <X[90 0 ( ) / Y� Installed Separately ipa oatu�Or Both t S 5 $ -IL �'-- - _ I " m Loi�, aF2337R (Opposite) / Low 5 em ONLY . 1 l -u)F Attach With 2 Fastener vrnrnor a--14 X 1" SD W/Washer �� / Double-Lok/Ultra-Dek 13 2 4 5 6 0 -e'Before installing Rake Trim / . pond The Same Fnd. m -6 v fliii- t Pei i y W y Y O �� ri-Bead Tape Sealer / '� - c � , c U l / '101 �' HW504 (Extend 7 8 a o° a l l a Expansion U 0_'-_itr 4 Field Cut Upper �� To over Lap Tape Sealer o ) )� Rdge Fid c� Sign I Scale: NOT TO SCALE On End Oosure Drawn b . Portico Of Rake Trim r, ) „��.4 - _ __ _ - F679 .7 Flush WSth tr + Rake Su ort An a Sheet rig Direction—� icTermination Irks 1/. Note: 24" Wide Panel Shown. PPInside Closure Panel Ma Be }8" Or 12'. HW7710 I Length 1- -I Checked by.And Roof Panel - I Ending Panel . HW426 Field See RoofSheetingPlan /,I Panel Starts On Module Enda On Module Project Engineer: DC • t Sheeting Angle J Q �� (� RAI Fastener /5 Back-Up Plate 4 , '-'z'/' / Open Pre-Punched Panel 4-14 x it Shoulder SD HW7760 Job Number: 16-B-47573 i\ i / Hales. Do Not Use. W/O Washer At 2'-0" O.C. (Field Modify At Rake Support Building Lengths Where Panels Start And End On Module ,;,`/�,\/ See Detail A) Fmmsia,Riche End cos Assembly Sheet Number: R11 of 20 S /� / See Erection r t ... —� 1.Apply(2)runs of lube sedent dung vntiral end horizontal surfaces of The engineer whose seal f .: .. -ti.,' .. j [See Erection / �� lab Drawings Far 5 Drawings For end Gap. appears hereon is an employee "'N._ i i _r•• Rake Section o for the manufacturer for the �5.� 4 Purim —fv Rake Section 2 Place end nalde ail the end to Feld Cut Lip Of ? �P dashing. �^9 �P � � `� materials described herein. Said Eave Gutter At Gutter End t a a a . 1 a conform to the ridge 4oehttg profile.Do not deform the top at the seal or certification is limited Rake Trim Cop ridge by exertingtoo much c. prawn. to the products designed and Field tar!And Remove o` 8 8 r 1 5 manufactured by manufacturer --- —1 — d Make sure tab a cmwith,but not resting an top of the peak box a — r )— Tab'A'moat be able to phos in front of the pec box because only,The undersigned engineer is not the overall engineer of +� 5---� � � 4 4 ! or Pend oentroction. record for this project. �� Distance `r o - 4.Uaiq a screwdriver,inset the Made in the apex of t� BI'and'BY, David Lewis Carlson, P.E. Support A Rake es o o `a v�d twist the blade enough to parse tab'Br to spread slightly �0 a a. rL 1 l D-5 Oregon P.E. 79616PE � �� _ — m u u t l away from bob�2'. Back U Plate _ o o` -+ o_ J S Sears Be end cop to the ridge failing with(12)Fastener 14 N.4p, _ P See{ig Direction l/4"-14 X 7/8'as shown. Field Bond Rake Off-Set Dimension 90' Eave Trim �"� - Length Ending Panel Bend Line Eave Gutter F2955 0 +: Panel Start- Ends Off Module Cn Module Distance -� Between Rake Rake And Gutter Profiles May Vary Building Lengths Where Panels Start On Module And End Off Module Support Angles +1r Dependent Upon Project Order. I Detail A Attachments As Illustrated Are ��,EO PRQ�c fss End Closure Modification Detail Applicable For All Profiles /� 44 X7616") '9 a� ( - OREGON Mar 12, 2019 -F%44Y0a7, rg� 4EINIS CPQ' I EXPIRATION DATE:1 2131/2019 ge DoubleLok 1 UltraDek 7DL06002 Double-Lok/Ultra-Dek PaGDL07001 Double-Lok/Ultra-Dek IPaGDL07002 DoubleLok 1 UltraDek fl DL07003 x Expansion Ridge End CapOctf"'� Expansion Ridge Dole IRev Expansion Ridge 'Date IRe4 Expansion Ridge• Expansion Lap Cover ITT 02 U — p g O16 06 Apr'1$ 05 Apr'18 07 Fastener 4 Tr♦-Bead Tape Sedmt 14 x r LL Sc W/Washer Fastener #4 Expansion Lap Cof t4) per 24' & 18" panel 14 x a' LL SD W/Washer Cover F676 11115°4See GDLO1010 for spacing (4)per 24' & 18- panel -(2) Fastener #4 Race Trim See GDL01010 for spacing }-14 x rLL Expansion Ridge Peak Box-� Expansion Ridge So W/Washer Trim F675 Trim F675 In line with �� Outside Panel Closure Tape Sealant 24-= HW430 oneHW5 e6 d only. -+1.1°°'..' =' Metal Weide '+ --- 18'= HW432 ` ,•. Closure Switheal Tr'rBeod Tape HI1/4 -- Sealant HW504 Top `. Peak Purlln O and Bottom ��` Outside Panel Closure -_ .a I HW430 24" Panel r- - \ P Rake F - Backup Plate Li Expansion Ridge y ' aaoet \ HW432 18' Panel I 0 1 Trim Fdge (3B) Fastener f226 ❑ Cleat F292 l 24'= Hw7760 • " .."4,4000V,..\\._ R/a rwr 18-= HW7769 401, Rake 9e� 4 --=•4°''' Insulation -�OII i ` ' (38)with Fastener /228 Rivets Closed End Support kale 675 • 10 x " Grommet Washer r> (Not by Binding Manufacturer) ` Tri-Bead Tape Sedani = .� 11 _/` I H Parapet Rcke peat 1292(Field at \� Fastener flE _ '� ai- Tape Sealant HW506 Fvnrwm Ridge ?� 14 x 1 _.'��' x 1- with Tube F675 the 15-long piece h txaQ Looate one �' <� 1 Q Jed fa ` i"'�^ top len dine w with deco an each side of Buidng Ridge. LL SD W/Washer Fastener 04 Attach each Cleat nth(3)Fastens' `,�� (9) 24' Panel 1 -� L I Fastener 4-14 x a" 01E 1/4-14 x 1 1/4•LL 5D Wj asher. \ . Backup Plate p R ____ LL SD W/Washer ./ lerfe HW7760 24' Panel (8) 18" Panel ` 38) Cf (12q'd.) Qi ' `� HY7769 18 Panel 7 �� / ;IV `� .I Weldon End Cap F679 9 41 IL 111111111P Apply two ens tube ceded /� _ h f Expansion Ridge ��.*111;: 11.,f \• r ❑on elan R End � Fastener/4 Trlm F675ExpmItxiare haidklorr Raa 9ppart Mgte Optional Ridge }--14 x�" ! S „� Expansion R1dgeInsulation Trim LL 5� Wiresasher 7a- �I 1 Trim F675 q *Peak Box Fasrrener#5 F684 (6) ' Panel Clip with i 2' 1 Tape Sealant HW506 m Erection Dw s I/4-f4 x 1 1/4" Fastener Note: ClipScrews (Seeg off 24.0.G Fastener 22fi �, x 1' perimeter 4 -- 1r Install optional ridge Insulation trim F684 as 13 ti - for Piece Mark) Fastener f17A Insulation and roof sheeting is being applied. 1�-14 �- � _ \ P LL SO W/Washer Temporary attachment, if required, not by (2) per gip i Fastener f228 - d Tube Sealant HM/54 12-14 x 1 " SD W/Washer (16) Required Building Manufacturer. - f7■ ■ \"� Fastener #4A Rake Angie RA1 444 I l 11 v i HW5227\ Il on top of Tape Sealant 4-14 x a' SD W/Washer 'r h� 'y — ___ at fastener line. Outside Pmd Goers Expansion Ridge f (See Glxi6003} 2 Runs }' Bead Trim FB75 _ - wdf f .11 f - -Is di_ . ___ Tope Sealant HW506 5 S/ Tube Sealant HW54_ * Urethane Tubeill4t ;; --- x 1' with Tube °j 0 o in Sealant HW54_ at fastener line rn Place Mark f 7 Sealant HW54_ on top W ; J Trim Southern Southern Northern Northern F675-- 1 l Insulation Expansion Ridge Tape Sealanter HW506 In line with Fastener Profile Standard Lige Standard Lamp I (Not by Optional Ridge Insulation Trim Trim F875 s- x 1- perimeter z r: Cascadina F1503 F1567 F1634 F1/22 Building Manufacturer) F684 Section A of Dekstrip Note: a z N ga941c Flbtl F41M Y3/9 I-1020 `� 'J V x rI y M W r I• - \\ �O Place the edge of the Deketrip over the F675 making Expansion Joint requiredy. o q w an Contoured F2203 F2267 F2334 F2422 - `F675 ,� sure that the end of the Dekstrlp Is poet the downhill at Expansion 10C-0- intervals. e ', Ill 6 Signature t42U I-..5844 F.il/ Y1014 , Lo ` Note: edge of the Metal Outside Closure. Use Duck-Bill pliers Locate Expansion Joint Q t -5 p See 00101011 and GOL01012 for outside Closure and to crimp the flange of the Expansion Lap Cover over between panel ribs only. p ® Flashing profile may vary dependent upon project order. sealants hetafiation information. the Expansion Ridge Trim. i ' W Z en z 1-1 Attachment as illustrated are applicable for all profiles. Section A—q Cp w u z,a< N K Double Lok 1 Ultra Dek Rake Section Page a DoubleLok I UltraDek Roof-Classic Northern Standard Gutter 11DL02013 DoubleLok I UltraDek IVDL05002 DoubleLok 1 UltraDek-Northern Standard &Northern Large 1ZVDL05007 I WDL05008 Leda.xw ae. x.. Northern Standard And Northern Large Classic Trim Dr,} ei Fixed Low Eave Plate-Sheeted Wall May'16I 06 Eave Gutter End Lap Installation rpct'161 05 Low Eave Rake Corner with Eave Gutter IMay'161 05 Sheeted Wall iate Rev 'Nov'171 09 r P.Roof Panel Fastener ;(64 Fastener #14 N w o 14 x LL SD W/Washer Field Notch top flange Rake End Closure N i.- 5 }" d"0 x ' Pop Rivets at both sides of high rib Rake r ...1ry) 2- o.c. max. I I E Fastener f1E (18) at Standard (3) Fastener f4 Tri Bead Tape Seder (j- x I m ran -6 Gutter Support 4-14 x 14- (17} at Large 4-14 x �- HW504 J rn 0 a- u .. Fastener f1E I LL W/W°aher LL SD W/SNashor w'-N 2'-0 O.G. Max. w I I ❑ i-14 x 1 , �� Fldd Cut flush t-14�xP 14- LL SD W/Waeher c~n rx End View LL SD W/Washer (8) Per 24' Panel + �` with Roof Panel Q0 y .r1l1 I _ (7) Per 18' Panel % At 2'-0. O.C. Field Notch at _�! Fastens-#12A D 1-a 0 •�'. (6) Per 12• Panel 1II ' I` tt �� Rake Trim �. ' 12-14 a 1' Pancake SD W/0 Washer c� O - FastenerInside Metal Closure (HW426) /* _- Ii' ��I. At Each Purlin l £ 0 cp WC-19(r I 4-14 x j" 5eeMer LSheeting Tri-Bead Tape Sealer (HW504) I q O U SD W/Wosher - top and bottom. See GOL02040 �.1 _ 11. Fastener /5 u_to w t 3 7 _'� } 14 x 1}- Shoulder SO W/0 Washer U Ce co J 4 1. 1'-0 O.C. Fastenaer f1 N -��. , 2-0" OC, miFastener ,Per closure) JRake Support Angle Scale: NOT TO SCALE 4-14 a a• LL / !— At +— / HW7710 At Low System Shown SD W/WasherIt 2 ' ( ) Drasvn by 3" Fastener f14A I both sides of high rib 0 x Fastener #14 �� HW7720 At High System �" ! . �� I HW7664 At HI-Thermal System Checked b 10'-0' O.C. !)0 x fb- I' Y 1 -Jr- -Fastener9.- IIIIIIIIIIIIIIIIIP (2) - bead runs 2- o.c. max. Sheeting Angle (Double-LokOnly) ProjectEngineer.: DC 14 x1of Tube Sealant (For placement see details below) Fastener #14 RA1 1. i, Double-Lok/Ultra-Dek Panel ....000 - T� a O.C. Eave Gutter rex ,- Field Cut flush Fastener /17A Job Number: 16--B-47573 (1) Fastener #4 —, "J (Profile varies, Northern Standord F391 shown) 2" O.C. Max. with Face of Paned a- i - 12-14 x it SD W/Washer �' Sheet Number: R12 of 20 4-14 x y__ (15) at Standard i Trim (SeeErection Drawings For Fixed Eave Plateg) The engineer whose seal LL SD W/Washer - i�X' (17) at Large Mitered Rake Trim -.. HW7fi40 �,-. Standard Spacing) Mitered Eave Gutter End Cap F369L (Shown) Standard Gutter Fastener #17A �- Standard Standard appears hereon is an employee lik ei FJ69R (Opposite) F391 12-14 x 1}" F391R (Shown) F392R (Shown) Lag* Ir. for the manufacturer for the SD W/Washer f F391L (Opposite) F392L (Opposite) F1002L (Shown) materials described herein. Said Large Large seal or certification is limited ff F1002R (Opposite) to the products designed and Gutter Support F883R (Shown) F894R (Shown) F312 < = 1:12 I F883L (Opposite) F894L (Opposite) manufactured by manufacturer "Optional' Outside t Rake Tim only.The undersigned engineer is F550 > 1:12 Panel Closure 1 F369 Northern Standard At Every Panel Seam ' (See 0006002) 2' o.c max. Feld Cut Yip (Shown) record for overallhis project. 1" max. not the engineer of re- uDo NOT use nched holes Typical acini i a Gutter F1002 Northam Large - P P yP Spacing I ,� Rake Slide Trim David Lewis Carlson, P.E. Without Closure Eave Trim 1 cli End Cop F215 (12) Fastener #14 (14) Fastener #14 15 Fastener 4 (17) Fastener f14 1.) Apply Tube Sealant to End Capbottom and side tabs. Install Oregon P.E. 79616PE Fastener #14 F2955 ( ) [ PP Y required at lap required at lap required a! la ,required at lap pur♦an �'e x Well penal q p Cap 1a' in from end of Gutter. Inspect after installing and seal Fastener#4A 3•_0' 0•C• I 11any gaps with Tube Sealant. 4-14 x i' SO W/Washer At 1'-0" O.C. With Closure --- 2.) Attach Eave Gutter to Roof Panel locating end 1}- past face Fastener #14A — of Panel or Trim. (See Gutter Placement) Outside Closure i'6 x �' 11f (See GD06003) l'-0- O.C. 3.)( Steel— Face of Panel Trim aas nign howna of Apply Tubee utt andnalonRakg edges to seaTrim and l Rake wail Panel 9 ` ` t J Line /y or Trim (See Erection Drawings) 1 1 4.) See Eave and Rake Construction Details Included with Erection Southern Standard Southern Large Northern Standard Northern Large Gutter Placement Drawings for attachment of Cave Gutter and Rake Trim to Roof tn03 PR OF . F752 F4100 F391 F883 and Walls. 4[' C K --`J` a OREGON 2 Mar 12, 2019 -VI, �AYpa 245‘ c5)�4E 4AS CPS' iEXPIRATION DATE;12/31/2019 DoubleLok!UltraDek4DL06009 Double-Lok 1 Ultra-Dek-Rake Section-Panel Ending Off Module 9 "�• ro t„ bw. Northern Standard And Northern Large Classic Trim IpaWDLa604D Downspout Strap Attachment rageDPOODII I DP0002D Rake End Lap Installation • 14 Wall Panel Oct'16103 Sheeted Wall g I ate IRoD PBR. RBR.AVP,Vistashadow. &IMP Fully Sheeted Wall Feb'17 IR 03 Press Broke Downspout Layout 4"x 5" I Jan '1fiI-01 U Fastener #4 m'' Fastener #1E }-14 x r LL SD VI/Washer}-14 x 1} 3- a.c. max. Tri-Bead Tape Sealer x \\ LL SD VI/Washer (Trim Color, for placement " Fastener#4A �- Cutter(pr (t) Required at kap for see details below) HW504 4-14 X rSD WPM: O a 41 Fastener /1E (1) at F797 'Y) at profiles (Trim Color) See Erection Downspout Strap ay Va DrowInge For 4-14 x 1}'LL SD W/W°sher (2) at F81, F903 and F1829 , F797 - 3"x4" and 4'x5' Downspouts Off-Set At 2'-0" 0-G F81 - 6'x6' Downspout Fastener#4 Dimension Fastener 4 _ w11".11111111110 4-14 s ;` LL SD ` x P � F1829 - 8'x8' Downspout �_ 411111111100 Termihatian Trim Fi21 i"• t�' Pop Rivet 55 F9Q3 - 9�'z9�" Downspout w Weser (1) Per Side at F797 Field locate }%Ilk4I At B• O.G Tri-Bead Tape Sealer�• x (inDowce Shou own) opening in gutter {2) Per Side at F81, F903 Fastener H14504 and F1829 PBR Wall Panel Attachment (4'x5' Shown) y `y'4. S. a l 1-14 x 1}' Shoulder I 'a'fi��f (4) Fastener 014 ,y Fastener /LE ..L SD W/O Washer 14 x 1}' LL SD W/ykaher Seal Downspout to-----------...\\"" v �.w� i x u I -411/_•••••104w At 2'-0' O.C. At 2'-0" D.C. Cutter connection with iTri-Bead Tape Sealer Fastener #4A Tube sealant HW54_ ZDownspout Strap Cl) l Fastener #14 Rake Support AngleDownspout Strap F797 (See DP00011 thru DP00014 11 }• bead of lube 4I * x ;" x f}' 14 x SD W/Washer for Downspout Strap Fasteners) Sealant to overiap Ili }. HW# HW7720 At H' System (1) at f797 7 2' o.c max. ys FH1 - 6"x6" Downspout r_ Tape Sealant +Ir RakeHW7664 At Hi-Thermal S em (2) at 181, F903 and F1829 Upper Downspout ee�1�� (Far Placement Support Angle yd F1829 - ear Downspout F7801 �� see detafis below) HW7710 At Low System (Shown) (Double-Lok Only) Fastener 4 �� HWT720 At High System 1" 1 F903 - 9}'x9}' Downspout �� >r ` HW7664 At Hl Thermal System .. ' Double-Lok/Ultro-Det Pond +"( x �r Pop Rivet SS Downspout (1) Per Side at F797 }' bend (Double-Lok Only} 117 Sheeting Angle RA1 (2) Per Side at F81, F903 JtBR Wall Panel Attachment (4"x5" Shown) . a- Tube Sealant Fastener #12A i-,' and Fi829 � 12-14 x 1" Pancake SD -I XIII> W/O Washor — LIJ (6) Fastener #14 m Rake Trim AS Each Puriin f<, y x {' O (Profile varies, s -^..© 7 Typ. at splice) CO Sheeting Angle .4111111010. Southern Standard Fastener #4A Downspout Strop ---- Backside '�� Backside View of Lap F756 shown) �1 4-14 x j' 41 W/Waeher F797 - 3}'x4' and 4'x5" Downspouts Rake Trim (1) at F797 F8! - 6'x6'Downspout o (7) Fastener 4 (7) Fastener #14 7) Fastener 4 -(7) Fastener 4 F369 Northern Standard (2) at F81, F903 and F1829 F1829 - 8'x8' Downspout Downs out with ip ( /1 #1P required at lap required at lap required of lap required at lap (Shawn) Fastener f14 F903 - 9}'x9}' Downspout Klckout F1802 Ce (2) Fasteners #4 (2) FastenersFasteners F1002 Northern Lags #4 (3) #4 \red 3) Fasteners #4 ]'f a {�" Pop Rivet 55 Downspout req'd at lap rsq'd at lop at p at ap RakeeTrm AVP/Viatoahadow Q (4'x5' Shown) r F215 (2} Par Side at F81, F903 Wall Pond AttachmanF f and F1B29 �� Fastener µA Fastener /5 • ;-1-1 f-14 x j" SD W/Washer `Purim 4-14 a 1}" Shoulder 'NT.... At 1'-0" O.C. S 3 W/0 Washer ... ore V o n At 2-a" o.c. -='-� • . ••`.• - -- - i -.._ . :�'`.:`�,� •.��•_. ---• _ Gra � c �� Outside Closure E.-• o sn Fastener A (See GD06003) Fastener/17A Fastener #12A Downspout Strap Ci'7 b 4i C7 I } 14 x Sp W/Wosha F797 x4` and 4'x5' Dom outs .�. u z n 12-14 x 1}' SD 12-14 x 1" Pancake SDS sP o cV Wall Panel W/Washer W/0 Washer (i) ori F797 F81 6"x6' Downspout Note: t% • e z cv (See Erection (2) at F81• F903 and F1829 F1829 - 6'x8' Downspout 1. Refer to the building erection drawings for the spacing of the downspouts. Drawings) (See Erection Drawings At Each Purlin •• s yr Q Fastens 4 2. Locate dl downspouts over a pond major rib if possible. For Spacing) F903 - 9}'x9}' Downspout z < w c, 8"f x {}' Pop Rivet SS .�� 3. Downspout straps F797 are Located at the bottom of a downspout, below a splice, and • 0,, # Downspout at a mid point of downspout longer than 10'-6". See DP00011 thru DP00014 for downspout (1) Per Side at F797 i' oto Southern Standard Southern Large Northern Standard Northern Large • Male Rb Must Be Hand Crimped (4•x5 Shown) strap fasteners o 1756 F4140 F369 F1002 (2) Per Side at FB1, F903 IMP ]Rall Panel Attachment 4. Field notch down outs for lapas shown and cut to length. 9 m D Z i Before installing Termination Trim and F1829 ep 9 a cs w uQ's er Co) tne eta Td PBR Wall Panel•Walk Door&Glass-Front Walk Door PBR Wall Panel •Walk Door&Glass-Front Walk Door 7PW09023 PBR Wall Panel•Walk Door&Glass-Front Walk Door PW09024 PBR Wall Panel•Walk Door&Glass-Front Walk Door i�PW09025 vTrim Installation with Field Notch Panel at Head Trim FPW09022 y'14I 01 Field Notch Panel at Head Trim Dec'11�40 Trim Installation with Field Notch and Bend Tabs at Head Trim May 14r01 Field Notch and Bend Tabs at Head Trim Tec'11110 Nota; Trim installation can be done by Field Notch Panel as shown on PW09022 & PW09023 I Nate; Trim Imstaliation can be done by Field Notch Panel as shown on PW09022 alt PW09023 I h c INote: Trim inetallatian can be dans by Field Notch Panel as shown an PW09022 & PW09Q23 Note: Trim Installation can be done b Feld Notch Pond as shown on PW09022 alt PW09023 `DQ$with Field Notc i and Bend Tabs at Head Trim as Shown on PW09024 & PV D9025. Q$with Field Notch and Bend Tabs at Head Trim as shown on PW09024 & PW109025. yQ$with Field Notch and Bend Tabe at Hood Trim ore sham on PW09024 & PWD9025. OE.with Field Notch and Bend Tabs at Head Trim as shown on PW09024 & PW09025. ry &Ec lD N iel "di`o 0 3 a Door Width + 6}• (+ 1'-6 for each SideLlte) _1 rn oQ o Door Width + 6}" (+ 1'-6 for each SideLlte) o Door Width + 6}' (+ 1'-6 !or each SideLlte) w m n ❑ ❑ e 3 i}" Door Width + 3}" (+ 1'-6 for each SideLite) t}" o 3 1+)" Door Width + 3}' (+ 1'-6 for each Sldeute) 1}" 1}" Door Width + 3}' (+ 1'-6 for each SideLlte) 1}' I cn a o See PW09023 1. Pond Rib oo v -..c. - See PWD9025 0 H<a 2 m & PW09027 e g & PWO9Q27 i C7 0. o a a i Door Width + 3}' o 0 a l Q C) b & 3 In'84 4 a o o I (+ 1'-6 for each 51deUte) 14- �n 0 a 2 l o e HQead Trim F481 'I F E m(0 o ° ' ' o Door Wlkith + 3' Door Width 3 '4 no &Per } (+ 1'-6 for each SIdeLJte) 1 r he o,. -o \ ,� e to w Y 3 (+ r-6 for each SideUte) i}' L Ilvv" Front Slew j a cJ o Head Trim F481 Field notch Panel Head Trims F481 i'`Field Notch and See Door Width at Head Trim See Bend 1}' Tab See End Cut Detail F.Od View (� d a Q pypy a (-i- 1'-6 for each SideLJte) 1}" a Scale: NOT TO SCALE PW09030 behind Jamb 1}. Opening Width or PWC9032 e c or PW09032 Trim. Attach Do not cut or Note: All trim is to be Drawn e� g 4 t o, a with Fastener I remove back leg installed BEFORE blanket by insulation Is applied to walla by n i #14 r x ' Checked Fastener #142 i x Fastener #14A r x Pop Rivet. See I I PP `oo Pop Rivet at 20' O.C. . ' o Pop Rivet at 20' O.C. PW09025 for r I Bend i}' Tab Project Engineer: DC a I s. ,x details. I 1 down 90 degrees Nate: Pond position is shown with g-L.• .. e f 0 r---� +"" ' o 0 I I e 1}" �4 .. Panel Rib and Dear on 1'-o module. Job Number:: 16-B-47573 in a, I I •II _ o# a / r Location of Rib may vary depending on i o r Bead of HW54_ Tube Caulking `o jh o o }• Bead of HW54_ Tube Caulking— Feld cut I the Door Width and location. Field m $ I Head Tran F481 x and Remove Sheet Number: R13 of 20 oEilEig 'k omeasure before cuttingPanel and Trim. 'h from Header to Floor (see section) - 'h from Header to Floor (see section o w �/ I o o I I III o q o } e ( E11 Detail g I e Viewed from t of Head Trim) 1 appears hereon is an employee .r.w See PW09027 e Jamb Panel Rb The engineer whose seal Jamb Trim F482 Jamb Trim F482 for Jamb Trim I a o ° ° I o I 9i or Optional F484 or Optional F484 Door Width + 1.,v i or Optional F484 or Optional F484 field cut detail a 1r l (+ 1'--6 for each SideLite) 1}" Door Width + 3' materialsr the manufacturerh for the I i o III l "" } described herein. Said n I v I 0 3 4 IE I } h v Door Width - - (+ 1'-6 for each Sldetite) seal or certification is limited Jamb Trim F482 I • 0 0 (+ 1'-6 for each SideLlte) lir _ to the products designed and See or Optional F484 i I} See e PW09029 o P ( " I I I I Il a PW09029 o Field Notch and Bend 1�' Tab f3- '�` manufactured by manufacturer or PW09031 l _ or Pw09031 !! behind Jomb Trim. Attach with ) N, �t only.The undersigned engineer is i I Fastener o ^ not the overall engineer of l h #14rafrPopRivet g Fastener #14A r x Field cut Panel I • \,,i—[ - record far this project. Pop Rivet at 20' O.C. I1Finish Floor Line f'"Finish Floor Line T 7".o I r o o } 1 I o I t A"^ , _ David Lewis Carlson, P.E. __ 6 Oregon P.E. 79616PE -.r • Head Trim F481 a 1}' Door Width (+ 1'-6 for each SideUte) 1r 1}" Door Width (+ 1'-6 for each SideUte) 1r See PW09027 for Jamb lo Trim field cut detailI a# Door Width + 3}' (+ 1'-6 for each SideLlte) Door Width + 3r" (+ 1'-6 for each SideLlte) Y o Jamb Trim F482 LL or Optional F484 I 1. e Note: Panel position is shown with of � I � Panel Rib and Door on 1•-0 module. a o Note: All trim is to be Note: Field measure Door Width and I Note: All trim ie to be Location of Rib may vary depending on Note: All trim is to be Note: Field measure Door Width and I c3 I - "" installed BEFORE blanket Height before makingfield cuts and installed BEFORE blanket the Door Width and location. Field Installed BEFORE blanket Hel t before makingfield cub and Fastener #14A d• x r I _ .,. insulation is a ied to walls. measure before cuttingPanel and Trim. Field cut Panel Insulation is applied to walla. adjust cut dimensions accordingly- P� Insulation is applied to walls. adjust cut dimensions oaeordingly. Pop Rivet at 20' O.C. I --�` I :01/4%.0 � rgl/f`+ss h �GIN6.4, /OC 0 OREGON 2 Mar 12, 2019 9/0�"�YOs 2 07 4EIMIS Cll.' I EXPIRATION DATE.12/3112019 -o U mo oiHoill GENERAL NOTES: 1. These light transmitting panels are not designed or intended to bear the weight of any person walking, stepping, standing, or resting on them. THE MANUFACTURER DISCLAIMS ANY WARRANTY OR �_ REPRESENTATION, EXPRESSED OR 1MPLJED, that any person can safely walk, step, stand, or rest on or near HW1210 LW Repair Cap C:: ::5L, f these light transmitting panels, or that they comply with any OSHA regulation. It is the Users responsibility rriA length: 10'-3' O to ensure that the installation and use of the light transmitting panels comply with State, Federal and Mill Finish Aluminum �� OSHA regulations and laws, including, but not limited to, guarding all light transmitting panels with screens, fixed standard railings, or other acceptable safety controls that prevent fall through. c Alla 2. Non-insulated light transmitting panels may need to be cut in the field, if required, follow these steps: o Up to five (5) LTP's may be cut at one time. •o. A circular saw with a 24 tooth per inch blade, will work best. o HHW504 HW540 HW7760 Cut slow and allow the blade to work without excess pressure. o Tri-Bead Tape Sealer Urethane Tube Sealant (White) Backup Plate Allow the blade to cool between fig" x i" x 25' roll 1/4 Tube Required for Each LTP 2 Required for Each LTP 3. Insulated light transmitting panels should not be cut in the field. 52'-0' Required for Each LTP 4. It is suggested to pre drill the light transmitting panels before installing fasteners. This will help prevent • fractures which may cause possible leaks. 5. Remove drill shavings and metal filings from the surface of the panels at the end of each work day. Rust caused by these items can destroy the panel finish and void warranties. r fTI Tt') Fastener #1E rrn Fastener #43L HW1210 LTP Repair Cap 1/4-14 x 14" LL SD W/Washer -14 x 14" LL SO o° ..' length: 10'-3' Calor: Galvalume Plus W/1i" Washer Caution: / Mill Finish Aluminum 2 Required for Each Repair Cap Color: Snow White The following are examples of conditions that may cause condensation on Light Transmitting Panels 6 Required for Each LTP (A) Projects where outside winter temperatures below 40' F are anticipated and where average winter 'h Down Hill Endlap interior relative humidity of 45% or greater is expected. v (B) Building usages with high humidity interiors, such as indoor swimming pools, textile manufacturing operations, re food, paper or other wet process industrial plants. j171,1 Fastener #1E i.. Fastener #4 (C) Construction elements that may release moisture after the roof is installed, such as interior concrete and HW1470 HW1471 1/4-14 x 14" LL SD W/Washer ..� 4-14 x i" LL SD W/Washer masonry, plaster finishes, and fuel burning heaters.The Building Manufacturer is not responsible for determining DL/UD 24" Light DL/UD 24" Light Color: matches roof color/finish Color: Galvalume Plus if condensation will be an issue on any particular application. TransmittingPanel TransmittingRequired Panel 6 Re uired for Each LTP cA 8 Field Installd Field Installed up Hill Endlap r 40 Required for Each Repair Cap Z a J O rn Nom--Insulated Insulated E. k o J D' Length: 10-3" Length: 10-3' t„ 0 u z 0 r> Color. White Color: White ° O w n CZ Z i ' <wQ . ,ok'0ir DL/UD Field Installed Liaht Transmittina Panel Assembly a 0 ❑ „, ® m UL90 Rated Roof Construction Number 165 `Q & A .s,w N i=i w o± ct h 3' H o ;11..,.. 2'-0" 1 1 3 u!, 5�o�e m 01 n rn Q 1 I JNO win ❑ w voe 7p ii S1 Purlin a�0.1 o a .00 L (.5 . 67 G _ Purlin— '_"4/,,,_ c a rn o N v ,C — - — / Purtin Web �`us w Y 3 A yii , h W pp Y U 0 /A4r/,' � / N j L.- CO O o / o Scale: NOT TO SCALE _,T,__ / 0 Wn • ' �0, / / <n Drawn by A`ry --I... NI �� ',10 �Qwyl. /'/)e j o Checked by. / a o c Project Engineer DC 111).%010. %/ ti o n s' / 'o % a'_ o c o Job Number: 16-B---47573 o v7 / Te I f �y\ # O _ Purlin——a m / c — e c /" / Sheet Number. R14 of 20 -2'1 / �� The engineer whose seal / / Z y appears hereon is an employee �I O '�/oe. r for the : / c — — — — — > > Purlin Web materials described eherein. Said ♦ u m /� E seal or certification is limited y///A: g (/ / / ° Z to the products designed and din / / m ° manufactured by manufacturer o / / o only.The undersigned engineer is In / not the overall engineer of Cut tine mark 7' Y Hole, ` _ Hole X Plus 4' Cut line mark ///////9 record for this project. Roof Panel Pan _ - I / — Roof Panel Pan - Purlin — _——— _ r` David Lewis Carlson, P.E. / / Oregon P.E. 79616PE //////:// 11 Downhill • 1°, y..y moi, . , , , , . r Y ' ""'-" Up hill purtin 3' 1'-6' 3' Purlin \ X - s— X (10. Min,) \ Tape Measure Tape Measure ` 2'-0" -. d Fortin Web Step No.1 I !Step No.21 'Step No.3 Above the downhill purlin cut a hole in the panel pan and insulation large 13' 1'-6' 3" �E� PRpfF Below the uphillpurlin cut a hole in thepanelpan and insulation !are Mark the location of the LW as shown and remove the metal pan. The I enough to insert a tape measure. Measure the distance from the purlin web P gtG ISI t2 must be cut with nibblers, snips, or shears to prevent edge rusting. ' t N t2 to the edge of the hole. Subtract 7 from X cut back from hole downslope enough to insert a tape measure. Measure the distance from the purlin web G F 9 op Do not cut the panel with saws, abrasive blades, grinders or torches. [? F the difference (Dim. Y). to the edge of the hole. Add 4' to the measurement and place a cut line I Step No.417116 9 mark on top of the roof panel pan. 111 ,„ • After removing the metal pan, cut and remove t..-= insulation as shown without cutting vinyl backing. 0 OREGON Mar 12, 2019 ,�GiQ�Rl'� zcA� ��._ See GDL25101 for Continuation of Installation Steps SGp4 Page Double-Lok/Ultra-Dek Field Installed Light Transmitting Panel GDL25100 Non UL90 or UL90 Application Date IRev IEXPIRATION DATE:12/31/2019 Mar`17 01 a U Apply a generous amount of Urethane Tube Sealant HW540 to upper portion Cut and �1, Double-Face Tape Double Face Tape of trapezoid on both sides of Tri Bead Tae Sealer HW504. Remove n (not by Metal Bldg. Mfr.) (Not by Bldg. Mfr.) Required at both sides of panel. P V Cut � -" �� Bock-UpPlate g1oPe Bads-Up Plate 0 *eN14114-"''...L1'jillIlli"Ill. + pYtn HW7760 + �, / HWT760 D — —— '\\\\\\ ��\�� _. Puriin_ ' 1 51k . �' O. I / r ri , ri ,•/1".:i =♦ , r r, •, e_ r , , ,, ,i rr`,`i ♦ wo iI Ntoy ,./..,/,j 44,....... ...•0111.''''.. ... .20 :Q., ' �� II Double-Face Tape Apply double face tape (not by Metal After insulation has been removed andAlliq Double-Face Tape / / (not by Metal Bldg. Mfr.) Down Hill End rr (notIIIIIIIIIII by Mai Bldg Mfr)�i iJ Bldg. Mfr.) to the inside slope of the the vinyl has been cut, fold vinyl over 1— rrrr� j 1 I i of the of panel rib,ensuring that the panel rib and using a utility knife, cut �� tape is 1/4" min. from the edge. the vinyl along the vertical fin of the �� Two Runs of •— panel rib without scarring the metal. Tri-Bead Tape Sealer �• x {�" I/ Two Runs of T HW504 (no gap �" fl Step A Step B allowed) HW5O4 (noagappe sallllowed) x • m _ _ I _ _ _ _ Purlin r - Remove 3' of the male and female panel rib on the uphill end of the Light Transmitting Panel. Remove Two Runs of Tri-Bead " the locking tabs on each side of the Back-Up Plate o ,a Tape Seder r s a and press on the end of the Light Transmitting o / I I 5- „ - II i Gi i HW504 (no gap allowed) Panel. p I \\,,,,,,\ Bade-UP Plate / HI/17760 Two Runs of / IDo not fold this end under , , ; Roof Panel Tri-Bead Tape Seder x 3 4■ Is / panel until after the Backup , , f '//*--'- aP • s, % I // Plate is installed. �r�� , , ' rir♦♦♦r i� r` `♦ ` ,r 77......-j„ ♦r ri#r'r'ir♦rr ri r r ♦ r. // / / / light Transmitting HWSO4 (n0 gap allowed) f / ', ,i ,, r,2•1.... ♦r//1'2•''. , ♦ ♦ r r .i ,r ri ♦,r .„,•/ / // / lnSUiatlan'� Pond // / / / Double Face Tope :- Finished Attachment (not by Metal Bldg. Mfr.) insulation Must I Back-Up Plate -Cr.: • f 1/4' I f — I 1/4” Refold the vinyl on itself providing a 5 Cover Back-Up Plate HW7760 c�Q n n}I75 9. 9" smooth, clean surface for the tape. o_ k ac a Gently pull upward, removing all slack, • a n 1 and press folded vinyl to the double 10'-3• o a n ISte No.6I Z face tape. Do not allow vinyl to extend . e N �: fit' `' ,b twori I Step No.51 above the top of the panel shoulder. Repeat Steps A thru Con Opposite Side I Install Back Up Plate on the end of the panel. Install Apply 2 runs of TrfaBead Tape Sealer HW504 3/4' from the ^ g o 0 o Apply double face tape as shown. Starting at each Steo C Step D double face tape to Back-Up plate. Carefully tuck end of the Light Transmitting Panel. o � comer, carefully cut vinyl backing as shown. Refer to insulation vinyl under Bock-Up Plate. Make sure thatNI r 2 Z steps A thru D for insulation vinyl attachment the edge of the vinyl is along the edge of khe plate ti z and not pushed too for under. IStep No.7I o @ o No a cs.7a 'T 3, Tri-Bead Tape Sealer �' x ' h 111 SlldeIS Hw5o4(Both Sides) u� j i°rr, 101.11.111 10'-3" O o �, �is. Urethane Tube Sealant W r ❑ 1 Light Transmitting Panel t rI ,f7;' HW540 5,-1r 5,-13, in•Rre • / • 1 Repair Ca 1�" ,�,a a o JJ Fastener /1E —� P o ° ', Back-UpHW7760 1/4-14 x 11- .:-..:.•:.:1- . _� Repay Cop HW1210 a < to Qone1 ' • LL Sa W/Vfosher , HW1210 Sfrt � F „Tho �o��,rrfor�A See "Endlop Fastener "� y s�cc, Y U o r Spacing Layout" V a_'�_i c7 p Scale: NOT TO SCALE 9•-9, CIC 0 0 0 o O a I Drown by. Fastener �43L Step 1: Apply a run of Tri-Bead Tape Sealer HW504 along each side. Checked b Fastener f1E 6 6• Fastener #lE by 1/4-14 x 1#' nal `� Step 2: Apply 3' of Urethane Tube Sealant HW540 into each end of Repair Cap. _r Project Engineer DC LL SD W/ 1a'Washer ,,}ttisng pa ' �� 1/4-14 x 1e" 1/4-14 x 1}' Je 4 LL SD W/Washer Direction LL W/Wosher Number: 16-B-47573 See 'Endlap Fastener qht Srvn One at EachJob Insert the up slope end of the Light Transmitting Spacing Layout' One at Each Side Panel with the $ack-U Plate 3• under the roof 3■ Side of LTP 19 Fastener at Each of LTP P l0�- Side of Repair # on LW Side Sheet Number: R15 of 20 panel between the roof panel and the insulation. p Fastener /4 Lower the Light Transmitting Panel down onto the �� W1210 21 Fastener #4 at Each }-14 x j' LL SD W/Washer The engineer whose seal roof. Do not allow the tape sealant to come in �� RQPair Cap o a Side of Repair Cap On Panel 5sde appears hereon is an employee contact with the upper panel during installation. Or/ • 6 - for the manufacturer for the //��// amaterials described herein. Said a . 1 1 2 'Step No10� toathe products designedl or tion is limited and IStep No.7 (cont.) I manufactured by manufacturer 1 1 2 only.The undersigned engineer is IStep No.8 1 � Position the Repair Cap HW1210 on the panel rib. At not the overall engineer of the center of the Repair Cap apply downward record far this project. Install (6) Fastener #431_ at down hill end of the pressure and install a Fastener f4 on the LW side. 1 \4**%11' Alr'..—"'—'t'" 11 iiirf Install a Fastener 4 on the roof side at the same LTP. Install (6) Fastener #lE at the uphill end of the Willi location. Moving #slope install Fastener David Lewis Carlson, P.E. �� up P #4 at 6• Oregon P.E. 79616PE LW. Do not allow the fasteners to penetrate the r.,` on center on the LIP side. Movingdown sl purlins. all all Fastener #4 at 6' on center. stall all Fasteneroce tre #4 on the roof side by following the same procedure. On each end (LTP side) install Fastener #1E. Repeat 4" these steps for the opposite panel rib. V. \ 2r 4' 4' 2i• 4' 4" 2t' Position Repair Cap on Panel RI, 1 1/2" down dope of Light Transmitting Panel. 2'-0" .y4<c• GtP Dffss IStep Na.9 /o EndlaD Fastener Spacina Layout �� .�' F9 cc 79616P r a OREGON 2 See GDL25102 for Continuation of Installation Details Mar 12, 2019 44. sr4�,°a �oc. `�° Double-Lok! Ultra-Dek Field Installed Light Transmitting Panel �aGDL25101 OSS G�` Non UL90 or UL90 Application Dale Rev Sep'161 00 IEXPIRAT{QN DATE:12/31/2019 0 7" '-y 7" U Repair Cap 3' - HW1210 4' (6) Fastener #434_ 4• 3' an }-14 x 11' LL SD - 1 Fastener Fastener #4 1I. w/ 1+' Washer ar 164) Fastener /1r O 4-14 x �" 4-14 x j' Light Transmitting SD W/Washer LL SD W/Washer LL SD W/Washer Panel at 6' O.C. f s at 6' O.C. �± i a _// * With of Two Runs of Light Transmitting Tri-Beads Tape Sealer t V ___ _ ° ` Fastener /1E TriHead Tape Sealer Purim Panel x r I, C }-14 x 1 • HW504 �~ HW504 o LL SD W/Washer (no gap allowed) Yi �� (no gap allowed) o at each end on Step Roof Panel i \••8/7 side (Refer to Step . • q No. 10) =� / / 11 I a O ra `O Tri-Bead Tape Sealer �' x // / / / // HW504 Double Face Tape Roof Panel j �` , // / / �/ // // / // // / Pur11n N f i / N (not by Metal Bldg. Mfr.) /� / C / //////1///4/r1/ ///�i/j/ / �/ . // / // /// // %/ /// /// A E n / ` // / lnsulati0n // / / // / / / // /r z / / / // // Back-Up Plate / /// // / // / Light Transmitting % / HW7760 / o !/ c o Panel o t rY7 0 , Double Face Tape a $ �/ o a (not by Metal Bldg. Mfr.) `ocr Er Roof Panel / / Puriin 0 0 / //,'..;/ / / Purlin Back-Up Plate m } Ad . a �� / / / / // // / / / HW7760 a 41- - / / /Insulation / / / / / / / / Double Face Tape Pudin __ __ _ __ — / / / / / / / / / / / / 7 Fold vinyl over "� — �� / f J/ // / / / / / / Fold vinyl over top of (not by IAetal Bldg. Mfr.) o panel side g,-g. insulation and under 's -� ,► - Back-Up Plate. g.-9' rk - Fold vinyl over top of 1. Field installed 2'-0' x 10'-3' Light Transmitting Panel, roof kion and under 2. Light areas equals 1'-6" x 9'-5'. _ 3' _ _ 1'-6' Section B roof panel. 41 i O„LO A Install 2 runs of Tri-Bead Tape Sealer HW504 on top of roof panel 3/4' from the 3 ii _I rr Section A end of the panel. Install a Back-Up Plate between the vinyl backing and the bottom Section C • c� of the roof panel. °u z D rn In oomN t 'I m Z P C, x i .ki awa, : � b2u3i❑ ® Li Fastener /1E �- on a Fastener #4 1/4-14 x 1}' CO Wo w0 i-14 x LL SD W/Washer O @ I o'''cNv o- LL SD W/Washer C..) 4 0.-a_ at 6' 0.C. (Refer to Step No. 10) I vi 3 0 RepairNWI2 , '#/10 Cop Double-Lok or n m a Ultra-Dek Roof Panel I 1 a 1 5 E n tii Arno LOwka' ❑ ❑ �m (6) Fastener /1E vi er o 1/4-14 x 1}' �,ao LL 5D W/Washer a o 0 0 Back-Up late U Y in Repair Cap H 60 / 1 FFu m ro o HW1210 , iii , 3 y W GaYY d , ' - Scale: NOT TO SCALE Fastener /1E `� .� Drawn by. 1/4-14 x 1}' . �- Checked by. LL SD W/Washer -_ ' • Two Runs of Project Engineer: DC a Tri Bead Tape Sealer rx 4,' HW504 Job Number: 16-B-47573 (no gap allowed) Sheet Number: R16 of 20 The engineer whose seal appears hereon is an employee Purlin for the manufacturer for the \ materials described herein. Said ` \ seal or certification Is limited \\ to the products designed and (6) Fastener #43L manufactured by manufacturer \ only.The undersigned engineer is 4-14 x i ' lL SD \\ N. \�� not the overall engineer of w/ 1�' Washer v Additional Purlin record for this project. Back-Up Plate '1.0„.. (if regd.) 01111. HW7760 Light Transmitting reLewisE. 9616Carlson, P.E. Oregon P.E. 79616PE �� Pane Pudin N4 ` '...- - "•'NIsometric View Additional Puriin wo Runs of - Tri-BeadT Tape Sealer (if read.) ''<f.' � PR()fee, s b' a {)j" HW504 G 1 N Lr0 /O (no gap allowed) 4r 44 'Q I/ ' 16` �fr 7818 r Double-Lok or 0 OREGON e. Ultra-Dnel 9 '�s 1 Roof Panel Puriin Mar 12, 2019 �/0 �rt� v' Page 4 IS ON Double-Lok/ Ultra-Dek Field Installed Light Transmitting Panel GDL25102 Non UL90 or UL90 Application Cate Sep'16IRev 'EXPIRATION DATE:12/31/2019 a NOTE: �� U If additional purlins occur between / purlins shown in the isometric view �� _ �� cs, odd 1 additional clip and fasteners for each additional puffin ,� �� Color Side • F5681 q 111111• Double Lok Panel Clip Ultra-Dek Panel Clip LTP Insulation Trim / Expansion Ridge Tr m — 1 — • 2 Required With 2 Clip Fasteners for Each LTP Color: Polar White III ^ i Endlap ! _1111r ' HW7760 �� Fastener #1 �7-n Fastener #1F Fastener #1 Purlin ' �� — — r r Purlin — T _ //// ....`IE _ _ _�_- f o • 4-14 x 1' ? 1/4-14 x 1 i" 4 4-14 x 1' A 1 g I I • • Backup Plate SD W/Washer 5p W/Washer SD W/Washer q D p- q • 2 Required for Each LTP Color: Unpainted Color: Unpainted Color: Polar White o • ; 1 • E • �I . i E u • • for Insulation Less for Insulation Greater for Attachment of F56$ to g )11F ij a n o "' I j� E lzi n o Purlin. oneper Purlin // • ! , o/ Than or Equal to 4" Than 4" and Less Than �� or Equal to 6" i %3 ® ' I v�� O Panel Clip Fasteners Purlin . i _ _ r Purlin i -/ r HW1446D HW14450 O GENERAL NOTES: /�� — a : /~ 11 4 DL 24" Light DL 24" Light MIA 1. These light transmitting panels are not designed or intended to bear the weight 1 . J� � ' i _ p E Transmitting Panel Transmitting Panel of any person walking, stepping, standing, or resting on them. THE MANUFACTURER 8 b ? . IT ' o Snow White Riveted Snow White Riveted DISCLAIMS ANY WARRANTY OR REPRESENTATION, EXPRESSED OR IMPUED, that any i c „ In o Rails, Non-Insulated Rails, Insulated HW504 person can safely walk, step, stand, or rest on or near these light transmitting O m i panels, or that they comply with any OSHA regulation. It is the Users responsibility C `� ! C a Length: 10-3" Length: 10 3" Tri-Bead Tape Sealer j : ❑ to ensure that the installation and use of the light transmitting panels comply with i .ii .... .i ��.:cll . Color: White Color: White y' x i" x 25' roll Purlin ii , Purlin ..n State, Federal and OSHA regulations and laws, including, but not limited to, — - — n. ap , — — — — Endla. — r 10'--O' Required for Each guarding all light transmitting panels with screens, fixed standard railings, or other • Double—Lok LTP LTP acceptable safety controls that prevent fall through. � s - — it — - -- _ '� _- 1- • 2. It is suggested to pre drill the light transmitting panels before installing ,..._ HW1446U HW1445U Fastener #1E Fastener #43L fasteners. This will help prevent fractures which may cause possible leaks. UD 24" Light UD 24" Light rim 14 x 1 LL SD W/Washer —"sem 2'-0'" f 2'-t7" 2'-0" 2'-0" 2'---0"" 2'-0" / -14x1 ' LLSDDP2 Transmitting Panel Transmitting Panel Color: Matches Roof Color/Finish - W/ 1i" Washer 3. Remove drill shavings and metal filings from the surface of the panels at the Snow White Riveted Snow White Riveted end of each work day. Rust caused by these items can destroy the panel finish Sheeting Sheeting Z $ Rails, Non-Insulated Rails, Insulated 8 Required for Each LW up Hill Endlap Color: Snow White e U o"' and void warranties. Direction Direction q c rn 9 Required at Ridge Location 3 0 • Length: 10-3" Length: 10-3" 8 Required for Each LW [► c�u' Color: White Color: White Down Hill Endlap 4. Refer to the Reference Drawings provided with the erection drawings for panel Ridae LIP Location Downslope LTP Location 2 ,., o 6DN sealant/endlap installation and ridge/outside closure/expansion ridge trim installation. x a -' ,z N. Ultra—Dek LTP a'°' DL/UD Riveted Rail Liaht Transmitting Panel Assembly 5. Uninsulated light transmitting panels may be field cut on the up slope end if 3 . 0o- the purlin spacing is less than 5'-0 Insulated light transmittingpanels should O UL90 Rated Roof Construction Number 538, 540 Double-Lok not e fieldpcut.g g R Z e z ® ❑ Field cut LTA at UL90 Rated Roof Construction Number 534, 537 Ultra-Dek Double-Lok or 'r ¢ ` v m¢a This end if Required Number Indicates W .ti W N Fastener Sequence Ultral Dek Roof m Expansion Ridge Insulation Note: Fastener #1E q Panel Z o 0,-o Fastener 04 Trim1/4-14 x 14" Installation 1 3 2 4 5 6 V 4 c�r a Install Back Up Plate on the end of the 3" 4-14 x �' panel. Install double -faced tape to LL SD W/Washer T T T I V LL SD W/Washer Back-up plate. Carefully tuck insulation See Endlap Fastener I 4 regd. vin under Back UpPlate. Make sure that Spacing Layout' Back-Up Plate Y1 7 g P Fastener #1E I:* I Light Transmitting el the edge of the vinyl is along the edge of HW7760 1/4-14 x t}' Lo o Panel the plate and not pushed too far under. Upper ^ �� LL SD W/Washer . Outside Closure Panel Tri-Bead Tape Sealer See 'Endlap FastenerI m in e n HW430 With Tri-Bead i" x {];' Spacing Layout" artoNap �� •' Tape Sexier HW504 Field dot LTP at w �� P Light Transmitting This end if Required 6- HW504 0 yea' El 111 � - .r L. top and Bottom q r - i r `� / ,� Panel 2 4' •4' 2" 4' 4" 2 6 GI ix � • `��,0,, - Fastener irE Two Runs Tri-Bead Tape Sealer ` --- -- D 1/4-14 x 1 ' 10002010-- , r x is' 2'-0" k. 411'1111- ¢ o 0 Panel LL SD W/Washer � HW504Nit �N. 4 U C[ip 9Regd. �/ ' '*®' Endla Fastener S acin La out ' 1 jEm`°a0 a. ��/ 4� Double-Face Tape p p a V . o < 3Insulation - ` ,,Double-Face Tape Panel (not by Afetal Bldg. Mfr.) b":- y LL+m x U v(See Insulation Note) (not by Metal Bldg. Mfr.) Clip - CEcoat Bock Up Plate Panel Clip Puriin Back-Up Plate Insulation HW7760 Light Transmitting • r Scale: NOT TO SCALE HW7760 (See Insulation Note) Panel ^ • .;l1114100.+!` Drawn by. • • < Checked by. Purlin See CDL05020 for Additional Installation f Details �� • Project Engineer. DC See GDLD7001, CDL07002, GDL07003, GDL01010, • GDL01011 and GDL01012 for Additional Installation Section B '� • Job Number: 16-B-47573 Details Direction of� N1110. �" AddAlone! Panel Section A Installation ) Light Transmitting Panel (2'-0") Fastener #43L �,� `� Clip (if regd.) Purlin Sheet Number.. R17 of 20 14 x 1 " LL SD Roof Panel Double-Face Tape Roof Panel W/ 1+" Washer • The engineer whose seal \ appears hereon is an employee 3" Fastener #43L Panel Clip (not by Metal Bldg. Mfr.) See 'Endlap Fastener Panel Clip \ for the manufacturer for the Double-Face Tape Panel Clip Spacing Layout" • materials described herein. Said-14 x 14" LL SD (not by Metal Bldg. Mfr.) Insulation nsulation �� seal or certification is limited W/ 1�" Washer Backing Backing Roof Insulation • < Additional Puffin to theproducts designed and Roof insulation • 9 See Endlap Fastener r"� Spacing layout' r'� 4' . (if regd.) manufactured by manufactureri� f Back-Up Plate I. only.The undersigned engineer is C .. HW7760 f not the overallthis engineer ro a t. of ��ma Light Transmitting ` S = • .�• record for project. Lower v� Additional Panel Purlin Panel r�� Panel Fastener #1 Clip Purlin Fastener }1 Clip /`� Clip (if regd.) David Lewis Carlson, P.E. Fastener Fastener ` • 1�� Two Runs Tri-Bead Tope Scaler }-14 x 1' SD }-14 x 1' SD , \ Oregon P.E. 79616PE �� i" x ti" W/Washer Insulation Trim W/Waeher Insulation Trim �`` _ J./ \IJ 41414416 Wi---aresem.10.,tr-,-7.--e HW504 F568 F568 i• �_-W Installation Procedure: ` \ Back-Up Plate Install roof panel No 1. Do not install clips on panel run until the 1568 LIP Insulation Trim is installed. Without � isometric View Panel HW7760 cutting the vinyl remove insulation where the Light Transmitting Panel is to be located. Leave enough insulation Additional Purlin f s o m e t r i c V i e V1/ Clip Double-Face Tape at the top and bottom of the opening to be rolled back. Place double-face tape (Not by Metal Bldg. Mfr.} on �� (if regd.) . Tri Bead Tape Beaker byMetal Bldg. Mfr.) the side of the horizontal leg of the 1568 trim to hold theinsulation vinyl. Notch trim for back-up plates and �• Insulation (not install panel No 1. Install panel clips. Install panel No 2. Leave upper-most panel clip off until next trim piece is Double-Lok or �" x ' HW504 (See Insulation installed. Fold insulation end tab under lower panel and install the Light Transmitting Panel No 3. Fold upper Ultra-Dek Roof Panel . over panel notch r .0 PROPes, Note) insulation end tab above Light Transmitting Pane!. Install Panel No 4. Place double-face tape on next trim piece ��' G y rs`� F568, notch for back-up plates and install. Clip ail panels down. Tri-Bend Tape Sealer 44, qty F�,9 D Purlin HW504 4w 7,6.16"1 _7(--- Tape Tape Sealer Placement for Light TransmittingPanel EndlaDs Purlin , . Caution: ;! See GDL05020 for Additional Installation Install first layerof Tri-Bead Tape Sealer HW504 acrosspanel width. However, for the u s!o a and downslope Details P P P The following are examples of conditions that may cause condensation on Light Transmitting Panels endlaps of the Light Transmitting Panels, install a second layer of Tri Bead Tape Sealer HW504 across the (A) Projects where outside winter temperatures below 40'F are anticipated and where average winter Q OREGON Z Section C trapezoid areas only. Interior relative humidity of 45X or greater is expected. gLjgY ors'(B) Building usages with high humidity interiors, such as indoor swimming pools, textile manufacturing operations, Mal 12, 2019 /6 08 2 by Section D food, paper or other wet process industrial plants. CSS CpQ` Page (C) Construction elements that may release moisture after the roof is installed, such as interior concrete and �Vf Double-Lok/Ultra-Dek Riveted Rail Light Transmitting Panel I GDL25103 masonry, plaster finishes, and fuel burning heaters.The Building Manufacturer is not responsible for determining Non UL90 or UL90 AIiCat}Or1 Date Rev if condensation will be an issue on any particular application. PP 11Nar'17 01 IIEXPIRATION DATE:12/31/2019 PBR Wall Panel-Walk Door&Glass-Front Walk Door r"1PW09027 PBR Wall Panel- Pre-Assembled Walk Door&Glass-Front Walk Door r-PW09029 PBR Wall Panel- Pre-Assembled Walk Door&Glass-Front Walk Door 1-13W09030 Y Jamb Trim Field Cut Details rNov.171 01 Jamb Trim Installation rNov'17i3 Head Trim Installation I Mar'15i 02 U 4" 4d- m'' { - II PBR Wall Panel FYI II .^vI 1 Fastener /17A C+ 12-14 x 1r SD JT.. 'I W/Washer at V-0OCFastener 117A FoFactory attachedAlternate Jamb Trims F}8+ Jamb Trim F482 1 Sub-Jamb 12-14 x 1}" SDToo View Too Yew HW54- W/Washer at 5"-7"-5" ac. - o Urethane Tube Sealant o $ 4}' a Fastener 1114A 0 0 }"4 Bead Header to Floor }'0 x r Pop Rivet SS O r 3,r o at 1'-8' O.C. .., 0 0 0 o Fastener #14A ,i a Ir Pop `o crl Alf& F o m 1 Field Cut and Remove Rivet SS at l'-8" O.C. c. a — a 0 _a- ...�o o Qouble Sided Tape Wolk Door Jamb _ "` o a 0 — # �1, 3- Walk Door (Not by Bldg Mfg) (Profile may vary) BS ")NH - - 2Glass-Front DowBlanket Insulation (PrWalo Dow yeader varyHead Trim F481 (Plaine may vary) o o oa /-----,__� o ±. o �� a# of t PBR Wall Panel Field Cut Wall Panel Side View atHead Trim n Ya o o m Y 73,...L 3v c, .2 1n o Note Terminate Blanket Insulation- Door Width # m 0 at Jamb Trim as o i 4 h a c 1ir (+ 1'-6" for each SldeLlte) l r� ; Q „n C ;°t Field flatten Trim leg when required Door Width + 3}' rl 7 o 1�. &h (+ 1'-6" for each SideLJte) 1` i-, •S oJamb Trim F482 (shown) Ct f A i, or Alternate Jamb Trim F484 -4� Finish Floor Line 1-- 1 I [Finish Floor Line ,� J o n Ce Side View at Floor Line Trim Amernate Jamb F484 Profile io O D N 2.1 N Jamb Trim F482 and Note: Panel position is shown with CZ I 01 Q Z W rn Alternate Jamb Trim F484 Panel Rib and Door on 1'-0" module. Note: All trim Is to be Z Note: Field measure Door Height before ,� .� te a're making field cuts and adJust cut dimensions Front View Note: All trim Is to be Location of Rib may vary depending on installed BEFORE blanket ea C9 O accordingly so that Jamb Trim fits to Head Right Jamb Trim as shown installed BEFORE blanket the Door Width and location. Field insulation is applied to walls. Q I -� e D' o Trim & of 1}" below Finish Flow Line. I Left Jamb Trim opposite hand Insulation is applied to walls. measure before cutting Panel and Trim. - 2 m V7 Z 4 of r N 1.0 o a CO & 1 I mnNM4J a1 O ❑ ❑ Sin ao L: LI;.Y y I le Ea Q�ovi a Y Ua._¢E O Scale: NOT TO SCALE Drawn by: Checked by: Project Engineer. DC Job Number: 16-8-47573 Sheet Number: R18 of 20 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. David Lewis Carlson, P.E. Oregon P.E. 79616PE •kft•00 PROFen ,„ i SD ,f,„,. 'eR, q 79616.¢ ;Vie.," • ," OREGON 1- l'9Y 2 Mar 12, 2019 '0 4 +VIS C�Q�• � IEXPIRATION DATE:12/31/2019 DoubleLok/UltraDek Date agWDL00003 DoubleLok lUltraDek — rage - Fasteners - - De eG000004 Ta a Sealant and Tube Sealant'_. _. Dam. .. Perimeter Trim Reference Perimeter Trim Reference 6000005 Date P ale Rev Classic Northern Standard Tri Feb 18 07 Classic Trim Fastener and Sealants May'181 13 Jul 17 105 Oct'15 103 c_-_ Vit.- i Fastener 1114 Fastener #14A Fastener #24 TRI-BEAD TAPE SEALER FLAT TAPE SEALER TAPE SEALER - SWAGED �� HW504 HW507 HW515 co Q '4 - ' �� l F749-4R {Shown) t� �'/. W �► �` F749-4L (Opp.) B- X " X 25'---0' ti�y X 2}" X 8" 9 1111111�i' X �' X 56' O" Gutter Cutter Lop Gutter Cap EXpnslaa Carr Cutter Support Sculptured Eave Lave Trim Lop Eave Trim Cap Panel Clip Closure (24") F391 2'Lep F392 F656/FS5e F312 or F550 F748 2" Lop F749-4R or L Varies HW430 TRIPLE BEAD TAPE SEALER Fastener fA 4'-4'lube Sealant T-2 Tubs (12)Fastener#14 (2)Parton#4 Faetwwr f4 (6) Fastener #34 (6) Fastener #14 Panel Clip Screw (9) Fastener #fE 1/8• x 3/16" 1/8" x 3/8" FLAT TAPE SEALER Sealant 1S HW502 HW506 C6 14x#'U.SD (15)Fasten#14 Fartear f14 Tr4n Trim Calor 4-14 x i'LL W/RMashr 1-ts•1 i w/wattr l'-7" Tube Sealant 9' Tube Sealant (2) par Clip Par Panel Pop Rivet Pop Rivet 8 x 5/8' w 1'-a'0.a Iran,Coli Cater Roof Cdr Reef calor 4"-8'Tape Sealant Stainless Steel Stainless Steel Nibbed Driller Roof Calan (1)Fastener f4 Fastener#4* BOSun $ perLok 4-14 x rti Trbr, Cora def �t4 x1r.d aw/w°"`"r Fastener 35 Fastener 3L Fastener #4-4L .3- nen exon # y}" x 2}' X 20'-D' X 1` X 45'-0" I Z1 I' ( \\ ✓ ae ;;;%P rill 1' i111i!• URETHANE TUBE SEALANT TAPE MINOR RIB TUBE-(VAINNING BUTYL POR SEALANT) K 4 a. ` 14W512 Rake Rake Lap flaks Cap(On Mod) Rake Cap(Off tical) peak Sox Rake Trim End Closure Slip Joint End Ridge Flashing Ridge Closure Closure (16') #14 x 1 1/8" O.D. LT.P. Member Screw {Long Life) L.T.P. Stitch Screw (Long Life) ' Bonded Washer 1/4"-14 x 1 1/4' 1/4'--14 x 7/8" xy F389 r Lop F2332/F757 F757/F2337 F379 F2337_L/R F2505 F875 F679 HW432 5/18• Hex Washer Head 5/16" Hex Washer Head Fastener E t'-T Tub.S ent 1'-T Tube Sealant (J)Fastener f4A 2'-8"To Sealant { ) 14•Fraser 2'-6'Tube Sealant ( } W/ / W/ / &,,.......),..... Slrea , Tope4 Fastener#148 HW432 1E 1 1 8' O.D. Washer 1 1 8' O.D. Washer `h X14.1}'LL (7)Fathoms 014 2'-4'Tube (10)Fastener fl4 1-14 x ii (2) Fastener #1 Trim Color s,.m pram�iww 'w (12) Faders',#4 SD W r (3)Fasten#4 Sedont Trim Cdr Saw ehr 'v) Per Panel HW540 (White) /wash /'s'a Trim Calor (t1n F.foe 4-14 x LL 2,-q.0.0 4-14 x F LL (10)Fastener#14 (2)Faster/1 Trtn Color Tree Ga. 4'-2`Tape Sealant Trim Celan 1-.7— so rrkn Odor 2'-e°Taper HW5a4 S-a'rua.Sedan SOdm Color r Fastener #226 Fastener ;'228 Fnstener #271 HW541 (Gray) X 1 X 4" IMP7100 (WHITE) HW542 (Bronze) vrneloeter FTaea `�� Note: 25'-0' per Tube at 1/4' Bead Nota: 12'-6` per Tube at 3/8" Beod ; �. Hi9 ,Rake • - -?I'. , I 2" WIDE X 24 GA. FLEXIBLE MEMBRANE (EPDM) Oa ° 'ren Side ' �'IFiti STRAPPING a Ra4,e,° rf' 0' g High Side High Side Lop Outside Corner Inside Canna, ,dyer Floating Simple Eave Flat Eave Trim Parapet High Side Transverse Joint q _1,., F371 2'Lap Right as Shown Flak!work High Side F2952 F2955 = Standard F326 F270 3/16' x 9/16" a?) ct Fastener et 2'-Y Tube Sealant 1'-7'Tube Sealant 1'-T Tube Sealant F149- HI-Thermal 10 x 1/2' B^18 x 1/2• �} N m 4-14 x r LL Si)W/Noeher (12)Fastener#14 (12)Fastenr#14 (12)Faster#14 7'-1"14W507 Tope Sear 9'Tube SsateM r Tub.Salad,fee Fzseet r-r TW.Salah 1•-y-Tube sear* Closed End Rivet Grommet Washer Trim Screw # \f -r.` F ) (3)Fastener f4 (3)Fastener#4 (3)Fattener#4 (t J}Fast nr#14 Fastener f4A 10'Tuba sealant for F1;: (2)Farr f14 s (2)rr4ee }4 1-.t4 x 1!so W/worne 4-14 x=L1. 4f-14. U. 4-14 x LL (3)4-14Faltxr#4 ;-F4 a SD W (2)f/4 r l.. U. se k 1/4-11• ({y Fear 111E �/ �,) t i ,r �" /Wear fit 3'-a ./set F u 00 w/wswwr 1-14.it u m w/watr Fastener HW399 _ 1-a"DG Sa w/washr SD W/Washr SD W/Washer LL SO W 1'-6'O.C. More f144 1'-0•a.c. Pr Fs s' e/crew� ro X14•_ 1-14 a ir rS1w r DEKSTRIP 7' WIDE = HW5227 • Thin car Trtrt Cd« Trkn Cala Trim Cater trim Calor (2) Fastener#14 ,o �� per 2'Lap Wee ads t'-0^oc TSsa oar _ , ` Trim Color Roof eek \� „�\ • 4_' 411'IT 2h DEKSTRIP 9" WIDE s H W5 28 w -I Or r �ta`� `/ ./`► DEKSTRIP 12" WIDE = HW5229 c a J .0' \� (Sitter Gutter ��` + FL470 - 25'-0' Roll +HW520 - 16" x 50'-0" Rali t% Iii RO4\' u" Rake Gutter WtteC w COLOR = Gray Galvalume Pius Onl �. u -m nn ` Outside Corner inside Corner Outside Corner ktsida Cotner Termination Trim Parapet Rake Trim Rake Cleat Trim Expansion Flash Back-up Plate x }' Rubber Grommet SCREWS 20 D.C. MAX. PERIMETER • y •HW521 - 24" x 50'-0• Roll 5 "� O m 1/4' Hex Head w/ Washer TAPE SEALANT BOTH SIDESFL471 - 100'-0" Roll to w(V Right as Shown new Work Field work Field Work F117 F300 F292 F215 TUBE SEALANT EACH END Golvalume Plus Only x I . Q W on 11-e-Tube Sealant 1'-T Tube Sealant 1•-0-TAt.sealant F-e-Tues sear* 4'Tub.Seated Fastener f4A 2'-0' WIDE 11W7760 TERMINATION STRIP HW5305 EACH •FL589 - 500'-0" Roll )- g v La O (31)Porker r f14 (15)Fasten#14 4?-4'Tube 4'-4'Tube (3)Fast.ner#4 (2)Fatale#144 (1)Feetsr pc 14 sO 0 (3)Faster#4 (3)Fasten#4 Snaked(17) Sealant(17) (1)Neither 15 (2)Fa*wr f4 1-14 0 11'LL }` 1'-6' WIDE HW7769 NDte: END (1" Wide % 4'-0' Long Alum.) White ume Pius or 0 l: EH 14. LL Fastener 4 Trim Fasten 4 Trim 1-14 x 11'LL SD X14.T LL SO w 50 W/Waeher White Wash Coat NOTE: Z La p # T 1-14.j u F so w/waax„ /1F+er Refer to bili of materials for s0 w/114thr Si)w/war,r Trim Color Color w/wseF"r 2. per r t.° 7' a O.C. specific job requiremuets Refer to bill of materials +.7 m m Teen Colas 2' Roef Corr Trim Color4 Corr Per t beef mea for specific job requirements Z O W ' N d Page !!Page Page a 5 PBR, PBU,AVP,Vistashadow I 0000006 p Fasteners I G000007 I G000009 Panel Fasteners !Date IRev BattenLok HS I SuperLok and Double-Lok/Ultra-Dek Date IRev Various Fasteners Date IRev y Mar'17 08 Jul'17 08 Nov'16 11 ^ J . i Roof Fasteners Optional Roof or Wall Fasteners N op c i? Wall Fasteners Structural Fastener(Fixed) Roof Member Screw Roof Stitch Screw Long Lite(Optional at Wall) Stainless Steel Cap Long Life Lgag Life Fastener #17 Fastener#38 n- c Member Screw Member Screw Member Screw Fastener fl Fastener #1E - t-14 x it Fastener #4 - }"-14 x j" 12-14 x 1" SD W/Washher 4--14 x j• SD W/O Washer j t fa" Hex Washer Head w/Woeher la" Hex Washer Head w/Washer Hex Head "Hex Head 0 m n 4 Fastener #17A Fastener #3 Fastener #3SSBX }'-14 x 1• 4� _las P fa` Hex Washer Head w/Washer t O) 12-14 x 1 12-14 x 1 12-14 x 1 1�' Tj �' 141411 • - W r ❑ ❑ fa" Hex Washer Head fa" Hex Washer Head fa" Hex Washer Head n 0 Z'O " f� #' ill •I111111►�• o w/washer w/washer w/washer �"' Optional Stainless Steal. Optional Slalntess Steel F<o . �; c al i1111t11�w Faateur floss-1'-14 x 11' Fastener #455 - 4"-14 x ;" < L9 .2 e'� 411 14 41)lrilrir 14 i 1 411 I Ir M 111.41 1114 R'Hex Waiter Hem w/Waaltr fa" Hex Washer Head w/ Washer V 1 v) i Olatimar7v �Far�rn< u, L 1 MUS:L• Fastener #12A 8 . Y 3 Member Screw Member Screw Member Screw 12-14 x 1" Pancake SD W/0 Washer to IJ 00 SC0 a Optional Optional Optional Structural Fastener (Floating) BattenLak/Saari nk BattenLok/SuoerLok Panty Clio ScrewIt Fastener #17B Fastener #3A Fastener #3ASSBXPanel Clip Screw a J ccE Fastener #5 Insulation <= 4" Material < Scale: NOT TO SCALE �" Insulation >4' Material <}' 12-14 x 1}' 12-14 x i4' 12-14 x 14' Fastener #1B Fastener #142 31111101 Iv Has Washer Head 6. Hex Washer Head tor" Hex Washer Head i-14 x it Shoulder DP2 4'-14 x it }'-14 x 1}" Driller Drown by. re/washer re/washer w/washer fa Hex Washer Head fa' Hex Washer Head 1a' Hex Washer Head Checked by. 11 ! Project i l l M 1f` 111.4 111 1111= El 4 M I l l t i 11 it F Pro/ect Engineer: DC C h111111w--v s--Atitoutuitt -v Fastener #55 Fastener #70 Fastener #142 Job Number: 16-B-47573 12-24 x 14' 5D DP5 W/O Washer 12-24 x i4" SD DP5 W/0 Washer 4-14 x 1}' SD W/O Washer Member Screw Member Screw BattenLak/SucerLok BatlenLok/SuoerLok Double-I ok/U1tra--Dek i4" Hex Head a" Hex Head fa' Hex Head Sheet Number: RIB of 20 Optional Optional Panel Clio Screw Peas{op Screw P nor 01Coo„Screw Fastener 128 Fastener #58 Insulation<=4" MaterIal >_}' Insulation > 4' Material >_ r Insulation < =4" Material < r • The engineer whose seal Fastener/55 Fastener #7O Fastener #1 12-14 x 2' 12-14 x 2` }'--14 x 1' PUN= 01111111 =1111111111111111�r appears hereon is an employee fa' Hex Washer Head fa' Hex Washer Head 12-24 x i#• DP5 12-24 x 1}• DP5 f4• Hex Washer Head er/Washy for the manufacturer for the w/waehr re/washer i" Hex Washer Head j}' Hex Washer Head materials described herein. Said al t111111�r seal or certification is limited C1111111115... 0' "�) to the products designed and 1141114114L1141S41114' ,_ 1111 411)1)11))tl - Fastener#76 Fastener#61 Fastener #18 manufactured by manufacturer bauble-1 ok/ultra-Deis Double-Lok/Ultra-Dek Double-Lok/Ultra-Oek 12-14 x 2" SD W/O Washer 12-14 x 14" Si) W/0 Washer 4-14 x it Si) W/O Washer only.7tle undersigned engineer is Panel Clip Screw Panel Clio Screw Panel Clio Screw fa" Hex Head fa" Hex Head fa' Hex Head not the overall engineer of insulation >4" Material c#' Insulation < = 4' Material >= 4' Insulotlon >4' Material >_ }" record for this project. Stitch Screw Stitch Screw Stitch Screw Fastener #1F Fastener #67 Fastener #69 r-14 x i4' Driller 12-24 x 1}" DP5 12-24 x it DP5 immigitu :n iI1�r„111111111 Fastener #4A Fastener #4 Fastener #4SSBX a` Hex Washer Head w/Washer (a' Hex Washer Head w/Washer 4- Hex Washer Head w/Washer - David Lewis Carlson, P.E. 4-14 x r 4-14 x r 1-14 x i' �Il Oregon P.E. 79616PE IV Hex washer Head a• Hex Washer Heed {t" Hex Washer Head011/111/11Mr- �'Ii � miinnininlir=�r� w/washer w/washer w/washer Fastener #16 Fastener#46 � �� -- IDoubie-Lok/Ultj-a-Dol.. NOTE; Refer to bill of 12-24 a 14' Pancake Si) DP5 NO 4-14 x r LL ST Type B W/Washer nI 1,4* _1 `'t 'I 11va Panel Clip Screw W/18A Bracing materials for specific W/6 Washer Refer to Bill of Materials for fa" Hex Head Insulation 5,4' Material <t job requirements Fastener #10 Specific Job Requirements NOTE; }•-14 x 1}• 114141411 Refer to Oil of fa' He. Washer Head w/Washer , P �ff�" materials for specific }ab V PROP C requirements a 1111111111►s. G (1' 15% f �'7/,615'J f h-.2 OREGON Mar 12, 2019 ��Q�'4Y08 Q'v tS CP (EXPIRATION DATE;12/31/2019 b __1I—2 2iI 1 " — U "" *__ _I - II," :'4.—.4 _--_______:- \i . ___ 7Ft I 1 ° _ 03 Varies r `n ' - o 1_f \ ;c/ rte 2 " 2"! " --1 11 " F121 F123 F215 F312 F369 F379 F391 F392 F408 F481 c Termination Trim Open Wall Corner Trim Rake Slide Trim Gutter Support Rake Trim Peak Box Gutter Gutter End Cap Base Trim Framed Opening Head Trim U S 4i" By C Sym 34" f / o 4 " ;D CJ— N ' Z tI l 1 .0 71 0 ! 144 N j 41' 8 " ` ----,...7 / F1802 �/� F482 F675 F679 F797 F830 F848 F981 F1801 `-' 4" x 5" Downspout F2332 0° Framed Opening Jamb Trim Expansion Ridge Trim Ridge End Cap Downspout Strap Outside Corner Trim Framed Opening Sill Trim Channel Closure Trim 4" x 5" Downspout 45' Kicker Rake Trim End Closure a .0 3 " U 44 g O J LY lai PC . M U OZ j M1..1 F2955Z i Tco a z rn Flat Eave Trim 3 a 0 o C a -, b c,t Z U ❑ m m a ¢ w .9.WNo W aw O Z 4 �ra n H W o e rI n - I i E 4 I sli m e in a 6 W'I, C n W s (I) rE p Qac 2 ii I- 0.,I 0 V!3 O I m it to�` Y Uaa..�OQc7 4 Scale: NOT TO SCALE Drown by. Checked by. Project Engineer: DC Job Number: 16—B-47573 Sheet Number. R20 of 20 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. David Lewis Carlson, P.E. Oregon P.E. 79616PE '<'00 PROOFL, k31/4_,G1Nkv9 4, ;tea 7 16) `' �...--.. y d OREGON ,z, Mar 12, 2019 9Gi �s�,a a0p't CO 44�NIS CPQ'*. EXPIRATION DATE 12/31/2019