The URL can be used to link to this page

Plans (2) BU P2020-00004 OFFICE COPY OFFICE COPY' Tigard �gED A ,__(..., THOMAS F.FALLON � j 0 �_ cQ. 1\4114. 0 �- ,A NO. 4787 PORTLAND,OR C. ti�Tigard 16200 SW Pacific Highway, Suite A & C , Tigard , Oregon ° F ° NIIIIIIIMII V) LEGEND DIRECTORY SHEET INDEX0 4 a) ._ GRID NUMBER OWNER / DEVELOPER ARCHITECTURAL ' C o L HARSCH INVESTMENT PROPERTIES A0.0 COVER SHEET AND SITE PLAN 0 (I) lib RECEIVE 1 121 SW SALMON ST., SUITE 500 A0.1 SHEET SPECS D i STRUCTURAL GRID PORTLAND, OR 97205 A0.2 SHEET SPECS D r^ E TEL: (503) 973-0205 A0.3 SHEET SPECS N JAN 1 3 2020 =`V . g =t° • EMAIL: aTf@harsch c: JAY EomTO A2.1 DEMO, FLOOR,AND CEILING PLANS0 aO L_ �� .... ;, � d , CITY OF TIGARD STRU TUR CENTERLINE - . ••. -:4 ,, ` jayf@harsch.com CON • 1 � ` r ,� wl s:. sr� IRIS ANNfNG ENGINEEF3ING STRUCTURE L E I (11) OR STRUCTURAL FACE � 4-; ,, , -: .,; 1� :Y., �, , A3.1 ROOF PLAN AND EXTERIOR ELEVATIONS S - 1 Aim 117 MULTIPLE ELEVATION El- fi .. .._u j ,.. . ._ . . . . Prloroclv�etz ,,_,, 1P ARCHITECT A4.1 WALL SECTIONS REFERENCE NUMBER € P ARCHITECTS, INC. 0 0 U X (OUTSIDE OF SYMBOL) = ... �� -- BENNER STANCE ASSOCIATESS I A4 2 WALL SECTIONS Ii � THE WATERMAN BUILDING A4.3 WALL SECTIONS SINGLE ELEVATION III SI 4 80 SE MADISON ST., SUITE 430 c AIM INTERIOR VIEW KEYEMI" - Oa, r--- , , '-- PORTLAND, OREGON 197214 A6.1 EXTERIOR DETAILS X X REFERENCE NUMBER FOR FINISHES ; ,..`�a° i y.: .. ..--.... hip TEL: (503) 462-1423 A6.2 EXTERIOR DETAILS Q INSIDE OF SYMBOL :. Cr E0 { } _ .: ri,.R, rAx� - M , . FAX: (503) 670-0235 SHEET REFERENCE � "14111111r•--•--�"M` €-reIIIIIIIIII CONTACT: THOMAS F. FALLON STRUCTURAL 0 } ..., E-MAIL: tfallon@bsaarch.com D -:, 111111110 INDICATION OF NO - S0.1 COVER SHEET ROOM ELEVATION ■�~ CITY OF TIGARD 50.2 GENERAL STRUCTURAL NOTES 0 - } WHERE NO NUMBER 50.3 SPECIAL INSPECTION TABLES ^� CITY OF TIGARD C 0 N REFERENCE NUMBER 13125 SW HALL BLVD. 31.1 FOUNDATION PLAN AND CANOPY PLAN rrr/// 0 TIGARD, OR 97223 • ah TEL: (503) 718-2439 S3.1 SECTIONS 0) > ELEVATION REFERENCE INSPECTIONS: (503) 639-4175 v lig S'7.1 FRAMING DETAILS O SHEET REFERENCE STRUCTURAL 57. FRAMING DETAILS 0 _ REFERENCE NUMBER GENERAL NOTES CTU RAL c3)2 RELICH0 SW ENGINEERS P ES FERRY RD., #115 ELECTRICAL P r AM I BUILDING SECTION1. MARSHALL, BUILDING DEPARTMENT, FIRE SPRINKLER ENGINEER, ARCHITECT, and 15. THIS PROJECT SHALL COMPLY with ALL ADA AND IBC CHAPTER 11 (NEW PORTLAND, OR 97224 • mi. WALL SECTION DRAWINGS AND CALCULATIONS STAMPED AND SIGNED BY AN ENGINEER REGISTERED DEFERRED SUBMITTALS PER CHAPTER 1, CONTRACTOR TO PROVIDE DEFERRED TENANT PRIOR TO INSTALLATION OF EQUIPMENT. CONSTRUCTION)' j ( )AND CHAPTER 34 (EXISTING BUILDINGS FOR ACCESSIBILITY. WHERE TEL: 503 624-7005 E0.1 E0.2 COVER SHEET ELECTRICALL. I) SPECIFICATIONS- ELECTRICAL 0 IN THE PROJECT'S STATE TO THE AUTHORITY HAVING JURISDICTION (AHJ) (WHERE 7. ALL DIMENSIONS TO FACE OF FINISH UNLESS OTHERWISE NOTED. DIMENSIONS BETWEEN ADAPTED BY THE AHJ, COMPLY WITH THE INTERNATIONAL EXISTING BUILDING CODE CONTACT: SAM FORD E0.3 SPECIFICATIONS- ELECTRICAL V) SHEET REFERENCE REQUIRED) TO THE ARCHITECT OF RECORD FOR REVIEW OF DESIGN INTENT PRIOR TO DEMISING WALLS ARE TO CENTERLINE OF PARTITION. CONCRETE/MASONRY ACCESSIBILITY REQUIREMENTS AS WELL. EMAIL:sford@froeiich-engineers.com 0 V) E0.4 SPECIFICATIONS- ELECTRICAL L•.• 0 REFERENCE NUMBER SUBMITTAL TO THE AHJ FOR THE FOLLOWING DEFERRED SUBMITTALS: DIMENSIONS ARE GIVEN TO FACE OF CONCRETE/MASONRY and/OR TO THE EDGE OF 16. ONE SET OF THE APPROVED PLANS BEARING THE STAMPS OF THE JURISDICTION'S E0.5 SPECIFICATIONS- ELECTRICAL (3) • 1.1. FIRE SPRINKLERS (DESIGN-BUILD) CONCRETE SLABS. BUILDING DIVISION MUST BE MAINTAINED ON THE PROJECT SITE THROUGHOUT ALL ELECTRICAL/ALARM 0 0 iii DETAIL REFERENCE 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS and CONDITIONS ON THE DWGS 8. PROVIDE BLOCKING at ALL PLYWOOD and GYPSUM BOARD SHEATHING EDGES and at BUTTED SHEET EDGES. REFER TO STRUCTURAL FOR NAILING INFORMATION. PHASES OF CONSTRUCTION and MUST BE MADE AVAILABLE TO BUILDING and FIRE INSPECTORS FOR REFERENCE DURING INSPECTION. INTERFACE ENGINEERING, INC. E2.0 PARTIAL DEMO, FLOOR,AND CEILING PLANS ELECTRICAL • NO and ON THE JOB PRIOR TO EXECUTION OF ANY WORK and SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCY. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS 9. THE CONTRACTOR SHALL CONSULT PLANS OF ALL TRADES FOR ALL OPENINGS and 17. THESE DRAWINGS ARE FOR SHELL PERMIT ONLY. TENANT IMPROVEMENT WORK SHALL 100 SW MAIN ST., #1600 E3.0 SCHEDULES - ELECTRICAL SHEET REFERENCE INCURRED DUE TO HIS FAILURE TO DO SO. ROUGH-OUTS THROUGH SLABS, WALLS, CEILINGS and ROOFS FOR DUCTS, PIPES, REQUIRE A SEPARATE PERMIT. PORTLAND, OR 97204 CONDUITS, CABINETS and EQUIPMENT, and SHALL VERIFY SIZE and LOCATION BEFORE TEL: (503) 382-2631 PROJECT NO. REFERENCE NUMBER 3. ALL MATERIALS and WORKMANSHIP SHALL CONFORM with ALL STATE and LOCAL 18. ALL SIGNAGE INSTALLATIONS REQUIRE A SEPARATE PERMIT. CONTACT: MARK O'LEARY PLUMBING 19-123.1 110 JURISDICTIONAL BUILDING CODES and REGULATIONS. PROCEEDING with WORK. /�1 19. A FIRE SPRINKLER PERMIT 1S REQUIRED. EMAIL: marko@interfaceeng.com DRAWN BY ( 4. NEITHER THE OWNER NOR THE ARCHITECT WILL ENFORCE SAFETY MEASURES or 10. THE CONTRACTOR SHALL VERIFY ALL ROUGH IN DIMENSIONS and EQUIPMENT, P2.0 PARTIAL PLUMBING FLOOR PLANS DETAIL REFERENCE FURNISHED and INSTALLED BY HIMSELF/HERSELF or OTHERS, PRIOR TO PROCEEDING 20. SITE BOUNDARY LINES, BOUNDARY DIMENSIONS, and BOUNDARY DELINEATIONS ARE \ /\ REGULATIONS.THE CONTRACTOR SHALL DESIGN, INSTALL, and MAINTAIN ALL SAFETY FOR REFERENCE ONLY. ACTUAL SITE CONDITIONS WILL VARY. THE CONTRACTOR TG TFF DEVICES and SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,STATE, with WORK. PLUMBING DETAIL AREA and FEDERAL SAFETY and HEALTH STANDARDS, LAWS and REGULATIONS. 11. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL NOTES and SYMBOLS. SHALL BE DEEMED TO HAVE INSPECTED THE SITE and SATISFIED HIMSELF AS TO ACTUAL GRADES, LEVELS, DIMENSIONS, and DELINEATIONS, and THE TRUE CONDITIONS UNDER INTERFACE ENGINEERING, INC. FIRE PROTECTION & ALARM CHECKED BY : SHEET REFERENCE 5. PROVIDE FIRE EXTINGUISHERS with REQUIRED SIGNAGE AS PER BY FIRE DEPARTMENT 12. ALL WOOD IN CONTACT with CONCRETE or MASONRY SHALL BE PRESSURE TREATED. WHICH THE WORK IS TO BE PERFORMED. 100 SW MAIN ST., #1600 TFF, JB FIELD INSPECTOR. DURING CONSTRUCTION, PROVIDE A PORTABLE FIRE EXTIN- GUISHER 13. DO NOT SCALE DRAWINGS. 21. ADDRESS NUMBERS SHALL BE POSTED ON THE BUILDING INA LOCATION THAT IS PORTLAND, OR 97204 FP0.1 SPECIFICATIONS - FIRE PROTECTION DATE REFERENCE NUMBER with TYPE A,B,C RATING WITHIN 75 FOOT DISTANCE TO ALL PORTIONS OF THE BUILDING. TEL: (503) 382-2631 FP0.2 SPECIFICATIONS FIRE PROTECTION 14. DETAILED DRAWINGS and LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER CLEARLY VISIBLE FROM THE PUBLIC ROAD. ADDRESS NUMBERING SHALL HAVE A Q PROPOSED LOCATIONS ARE SHOWN ON THE A2.1 &A2.1 a FLOOR PLANS - REVIEW MINIMUM HEIGHT OF 6 INCHES {OR AS REQUIRED BY AHJ). NUMBERS SHALL BE OFA CONTACT: MARK O'LEARY FP0.3 SPECIFICATIONS FIRE PROTECTION 1.8.2020 "T1 REFERENCE TITLE PLAN,SCHEDULE, DETAIL, SMALLER SCALE DRAWINGS. WHERE DISCREPANCIES OCCUR,THEY SHALL BE COLOR CONTRASTING with THEIR BACKGROUND. SUITE NUMBERS SHALL BE PROVIDED marko@interfaceeng.com INSPECTOR ON-SITE FOR FINAL LOCATION APPROVAL. EMAIL: marko@interfaceen com "T[ (1SCALE: XXXX (BSA DETAIL NO.) SECTION, ELEVATION, AND 6 PLANS FOR ALL FIXED FIRE PROTECTION EQUIPMENT SUCH AS STANDPIPES,SPRINKLER REPORTED TO ARCHITECT and ENGINEER FOR RESOLUTION, AS SOON AS POSSIBLE OVER EVERY EXTERIOR DOOR INTO A SUITE. REVISION : DIAGRAM REFERENCES AFTER DISCOVERY. SYSTEMS, and FIRE ALARM SYSTEMS MUST BE SUBMITTED TO and APPROVED BY THE FIRE FIRE PROTECTION rn REFERENCE SCALE 0 ARCHITECT'S DETAIL REF. NO. INTERFACE ENGINEERING, INC. 0 ROOM TITLE 100 SW MAIN ST., #1600 PORTLAND, OR 97204 TEL: (503)ROOM 382-2631 I XXXX ROOM NUMBER ROOM NUMBER SITE PLAN L C AT I N PLAN CONTACT: MARKO'LEARY EMAIL: marko@interfaceeng.com /- HEIGHT ABOVE FINISH FLOOR X'-X" A.F.F. '�-04„. / REcE POINT ELEVATION / POINT, LINE, OR SURFACE SW DURHAM ROA D OF REFERENCE /l CODE ANALYSIS - 2019 OREGON WINDOW STYLE: LETTER ` , DESIGNATIONS, RE: NORTH - STRUCTURAL SPECIALTY CODE A.5.1 WINDOW NUMBER o DOOR TYPE: 1111 f l f 1 r� ( 111111111 111111 .. �/ :C7 ° \1 NUMBER �� 1 1 I 1 1 1 1 1 1 L SUITES A & 'C' DESIGNATIONS, DOOR NUMBER - 1 1 0 RE:A.5.1 P • -) `- r. >� LLJ PROJECT SUMMARY: FACADE RENOVATION AT ANYTIME FITNESS AND ACE HARDWARE (SEE SEPARATE -- / / c-- _, lr, 1 ` PERMIT BUP2019-00315), INCLUDING NEW FLAT CANOPIES AND NEW RAINSCREEN BSAA SHEET KEY NOTES RE:.2,7- C , 1 MATERIALS. ELEVATIONS SHEET OF ) L) L) ,Q L L KEYED NOTES KEY NOTE ��.1 ,.,...„...-____- -------'-i.::: au = OCCUPANCY GROUP: 'A-3'ASSEMBLY (SUITE 'A') AND'M' MERCANTILE (SUITE� / 'C') -f ARCHITECTURE & PLANNING s / --- ---- / ) c) j; �"`�� ! ✓ ~ CONSTRUCTION TYPE: III B' {NO CHANGE]Svc T rG `jam i f t V'� S L-t t 0 /-� SHEET KEYED NOTES, / C'7 / i / / /' i / ----------. / MAP LOT #: 2S1 15BA, LOT 1900 AND MATERIAL / / / / / BENNERTI L �, FINISHES {' „.-- ,--- j / j / j j j �-- STANCE MATERIAL FINISH _ / / i / ZONE CLASSIFICATION: C G': COMMERCIAL GENERAL ZONE ® a rri . j /� /// i o / �RE��A .�.1�� STING BUILDING FLOOR AREAS: FLOOR AREAS ARE EXISTING AND UNAFFECTED BY THIS SCOPE. ASSOCIATES / / / / / ' / Mate of Ori a+� ;tri REQUIRED ARCHITECTS , INC. SHEET COLOR KEY O t --- / �� / / / / // ctctrai Specialvd+� / / / ++ II� / /\\�` / i / / a / MBER OF STORIES: 1 STORY (EXISTING NO CHANGE) HEIGHT ABOVE ,� /;� '111111 II• II �k "� \\`\`�� \� / o / / / NTHE WATERMAN BUILDING FINISH FLOOR O C G G� Ga Dn��r�r� �i��'ipf°rGEng St�l N€JMBER OF OCCUPANTS: EXISTING I NO CHANGE (UNAFFECTED BY THIS SCOPE). 80 SE MADISON STREET X'-X" A.F.F. �� ' - �£it t1R 616 11-1 R FERENCE ELEVATION DATUM i - / 4 • ncret� SUITE 430 //�� - P AS)<II a .r� U\\\\� i _ I i I 1 1 1 J V p I I I I I� Y � e,�J l�o, �+ est ting Cor►csete Frama PORTLAND, 0234 �`�' �. n r� �' !� '&htOFC€rte}�,I cr - FAX 503-670-0235 f tressing Steel�endrar]� bsa@bsaarch.com A POINT, LINE, OR SURFACE 1 OF REFERENCE a@bsaa Ch.com J% \\ \ 'C, } � i ar ng CITY OF TIGARD ?"/ L7ai -�,�� RITE SENT D FOR CODE COMPLIANCI� EXIT ® EMERGENCY EXIT SIGN y� , r>d k AID J �,trr�r .:,��.1r ry i 11111' (N.I.C.) OTC:Approved: \Q � . COVER tR rite SHEET %:I I'crmit #: • a ' a �i v1 Ej�a�•�►lo� REVISION NUMBER _ i3tstu . , PLAN CHANGE \ _ :.` t ,vr;"'I`t{; Address: ■ t jr' , coz B. \\ ' Materials Suite #: ,. : r ■ �, •..M�,.�, y' Planning AFTER BID a f D SpxAj� ; d?s ,--.1,1, AFTER BUILDING NUMBER -! fA 0 r rinyst IL `:syvtans- Dat@:ialssrns By. Data fSPeCia SERIES L;\ , 0 shottrete c(-- / = I_ I_!_ !E°'rIIIIIIIIIa�, � and 1`EIGng :: QS rcz •Ct� ABBREVIATIONS - SEE pHAsEiFoRSHEET REFERENCE \ f I El Othex nsp z•raA A _� E � AO . O SHEET ,,- I A LIST O ABBREVIATIONS DISCIPLINE f:\2019 bsa projects\19-123 tigard towne square\19-123.1 ace hardware tigard towne sq\04a construction documents phase ii\19123.1 a0.0 cover sheet.dwg 11/9/2020 3:16:09 PM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER S ANGE ASSOCIATES ARCHITECTS,ENC. ' 7. Indicate relationship of architectural precast concrete units to adjacent materials. g gt precastmay may q D C. Testing: If there is evidence that strength concrete units be deficient or not complywith ACI 318 requirements,precaster will 8. Indicate locations and details of brick units,including corner units and special shapes,and joint treatment. 2.5 HOT-DIP GALVINIZED COATED CONNECTION MATERIALS employ an independent testingagencyto obtain,prepare,and test cores drilled from hardened concrete to determine compressive strengthaccordinge•_( 1 P Y P P P P 9. Indicate locations and details of stone facings,anchors,and joint widths, to ASTM C 42/C 42M. .,� A. Zinc-Coated Finish: All items indicated for galvanizing,apply zinc coating by hot-dip process according to ASTM A 123/A 123M. ARcHrrEcTuRAL S P E C I F I ATI S 10. Design Modifications: If design modifications are proposed to meet performance requirements and field conditions,submit design calculations and I. A minimum of three representative cores will be taken from units of suspect strength,from locations directed by Architect .4•47 THOMAS F.FALLON I. For steel shapes,plates,and tubing to be galvanized,limit silicon content of steel to less than 0.03 percent or to between 0.15 and 0.25 percent or Shop Drawings. Do not adversely affect the appearance,durability,or strength of units when modifying details or materials and maintain the 2. Cores will be tested in an air-drycondition. �-+�/ "'a general design concept limit sum of silicon and 2.5 times phosphorous content to 0.09 percent a D '� -a 2. Galvanizing Repair Paint High-zinc-dust-content paint with dry film containing not less than 94 percent zinc dust by weight,and complying with 3. Strength of concrete for each series of 3 cores will be considered satisfactory if average compressive strength is equal to at least 85 percent of SECTION 01 10 00-SUMMARY II. Comprehensive engineering analysis signed and sealed certified by the qualified professional engineer licensed responsible for its preparation.The DOD-P-210356 or SSPC-Paint 20. 28-day design compressive strength and no single core is less than 75 percent of 28-day design compressive strength, cP design professional shall be licensed within the state that the project is located. The calculations shall indicated review of governing panel types, NO. 4787 PART 1 GENERAL connections,and types of reinforcement,including special reinforcement indicate location,type,magnitude,and direction of loads imposed on the D. Patching: If core test results are satisfactory and precast concrete units comply with requirements,clean and dampen core holes and solidly fill with •7 PORTLAND,OR ( 1.1 SUMMARY building structural frame from architectural precast concrete. 2.6 BEARING PADS • precast concrete mixture that has no coarse aggregate,and finish to match adjacent precast concrete surfaces. 12. When required submit additional shop drawings and calculations for jurisdictional review. A. Provide one of the following bearing pads for architectural precast concrete units(as recommended by precast fabricator for application: �� °4.,"Z., A. Project Identification: Ace Hardware Shell Improvements-Tigard Towne Square 16200 SW Pacific Highway,Suite C,Tigard,Oregon. PART 3- EXECUTION F D. Samples: For each type of finish indicated on exposed surfaces of architectural precast concrete units,in sets of 3,illustrating full range of finish,color, I. Elastomeric Pads: AASHTO M 251,plain,vulcanized, 100 percent polychloroprene(neoprene)elastomer,molded to size or cut from a molded B. Project Summary: Phase II of Ace Hardware-facade remodel to include Anytime Fitness and Ace Hardware main facade and canopy.. and texture variations expected;approximately 12 by 12 by 2-inches. sheet,Type A durometer hardness of 50 to 70,ASTM D 2240,minimum tensile strength 2250 psi,ASTM D 412. C. Particular Project Requirements: I. When other faces of precast concrete unit are exposed,include Samples illustrating workmanship,color,and texture of backup concrete as well as 2. Random-Oriented,Fiber-Reinforced Elastomeric Pads: Preformed,randomly oriented synthetic fibers set in elastomer. Type A durometer 3.1 EXAMINATION immile facing concrete. hardness of 70 to 90,ASTM D 2240;capable of supporting a compressive stress of 3000 psi with no cracking,splitting,or delaminating in the 1. Existing site conditions and restrictions:Coordinate staging areas and operating hours with the Owner. A. Examine supporting structural frame or foundation and conditions for compliance with requirements for installation tolerances,true and level bearing (/) internal portions of pad. Test one specimen for every 200 pads used in Project. surfaces,and other conditions affectingperformance. 2. Requirements for sequencing,scheduling and completion date:As dictated and coordinated with the Owner. 3. Coordinate Work with Phase I. Coordinate access to Tenant spaces(Anytime Fitness to remain open,Ace Hardware Tenant Improvement 1.4 INFORMATIONAL SUBMITTALS 3. Cotton-Duck-Fabric-Reinforced Elastomeric Pads: Preformed,horizontally layered cotton-duck fabric bonded to an elastomer;Type A durometer ♦^ (�) P ( Y P P hardness of 80 to 100,ASTM D 2240;complying with AASHTO's"AASHTO Load and Resistance Factor Design(LRFD)Bridge Design B. Proceed with installation only after unsatisfactory conditions have been corrected. ai) �/! civ and stocking to run concurrent). - A. Qualification Data: For Installer,fabricator and testing agency. Specifications,Division II,Section 18.10.2,or with MIL-C-882E. C. • 4. Pre-purchased and pre-ordered items:None. C. Do not install precast concrete units until supporting cast-in-place building structural framing has attained minimum allowable design compressive 4. Frictionless Pads: Tetrafluoroethylene(Teflon),glass-fiber reinforced,bonded to stainless or mild-steel plate,of type required for in-service stress. strep 5. Owner-purchased,Owner-installed items:None. B. Welding certificates. gth or supporting steel or other structure is complete. }. 5. High-Density Plastic: Multimonomer,non-leaching,plastic strip. O 6. Owner-purchased,Contractor-installed items:None. C. Material Certificates: For the following items,signed by manufacturers: L 7. Tenant's early or partial occupancy:Confirm with Owner. I. Cementitious materials. 3.2 INSTALLATION n 1 2.7 ACCESSORIES0 [fw) SIS D. Permits and Fees: Apply for,obtain,and pay for permits,fees,and utility company backcharges required to perform the work. Submit 2. Reinforcing materials. A. Install clips,hangers,bearing pads,and other accessories required for connecting architectural precast concrete units to supporting members and \{J IL 0. E 1._ copies to Architect. 3. Admixtures. A. Reglets: Specified in Division 07 Section"Sheet Metal Flashing And Trim." backup materials. O 4. Bearing pads. B. Precast Accessories: Provide clips,hangers,plastic or steel shims,and other accessories required to install architectural precast concrete units. B. Erect architectural precast concrete level,plumb,and square within specified allowable tolerances. Provide temporary supports and bracing as required a L E. Codes: Comply with applicable codes and regulations of authorities having jurisdiction. Submit copies of inspection reports,notices and S. Structural-steel shapes and hollow structural sections. to maintain position,stability,and alignment as units are being permanently connected. similar communications to Architect. 6. Stone anchors. 2.8 GROUT MATERIALS I. install temporary steel or plastic spacing shims or bearing pads as precast concrete units are being erected. Tack weld steel shims to each other to F. Dimensions: Verify dimensions indicated on drawings with field dimensions before fabrication or ordering of materials. Do not scale prevent shims from separating. D. Material Test Reports: For aggregates. A. Nonmetallic,Non-shrink Grout Premixed,nonmetallic,noncorrosive,non-staininggrout containing selected silica sands,Portland cement, (1) C3 drawings. 2. Maintain horizontal and vertical joint alignment and uniform joint width as erection progresses. E. Source quality-control test reports. shrinkage-compensating agents,plasticizing and water-reducing agents,complying with ASTM C 1107,Grade A for dry pack and Grades B and C for G. ExistingConditions: NotifyArchitect of existingconditions differingfrom those indicated on the drawings. Do not remove or alter structural q P 3. Remove projecting lifting devices and grout fill voids within recessed lifting devices flush with surface of adjacent precast surfaces when recess is (1) >ll g flowable grout and of consistency suitable for application within a 30-minute working time. exposed. i... components without prior written approval. F. Field quality-control test and special inspection reports. 0 ,Mrs B. Epoxy-Resin Grout Two-component,mineral-filled epoxy resin;ASTM C 881/C 881M,of type,grade,and class to suit requirements. 4. Unless otherwise indicated,maintain uniform joint widths of 3/4-inch. (1,,,jj H. Coordination: ) 1. Coordinate the work of all trades. 1.5 QUALITY ASSURANCE C. Bond Breaker Preformed,compressible,resilient,non-staining,non-waxing,closed-cell polyethylene foam pad,nonabsorbent to liquid and gas, 1/8 inch C. Connect architectural precast concrete units in position by bolting,welding,grouting,or as otherwise indicated on Shop Drawings. Remove temporary ,.� 2. Prepare coordination drawings for areas above ceilings where close tolerances are required between building elements and mechanical and thick Polyethylene sheet,ASTM D 4397,6 to 10 mils thick shims,wedges,and spacers as soon as practical after connecting and grouting are completed. _x A. Fabricator qualifications: The bidding firm shall participate in the Architectural Precast Association(APA)"Plant Certification Program of Architectural J W C electrical work. I. Do not permit connections to disrupt continuity of roof flashing. 0...Precast Concrete Products"and is designated as an APA-Certified Plant The bidding firm responsibility includes preparing of shop drawings and 3. Verify location of utilities and existing conditions. com rehensive en ineerin anal sis a en ineer. shall demonstrate a minimum of S a erience in roducin units 2.9 CONCRETE MIXTURES gppgppq �, P engineering Y by qualifiedprofessional8 They yearsexperience producing D. Welding: Complywith applicable AWS D I.I/D 1.1 M and AWS D 1.4 for welding,weldin electrodes,appearance,quality of welds,and methods used in similar to those required for this project. A. Prepare design mixtures for eachtype ofprecast concrete correcting welding work. u En, 0 I. Installation Requirements,General: required. v! I. Acceptable Manufacturers: I. Limit use of ash and silica fume to 20percent of Portland cement wee t,limit metakaolin and silica fume to 10percent of Portland cement I. Protect architectural precast concrete units and bearing pads from damage by field welding or cutting operations,and provide noncombustible 1. Inspect substrates and report unsatisfactory conditions in writing. fly by weight; f /1 } ' 2. Do not proceed until unsatisfactory conditions have been corrected. a. Northwest Precast by weight shields as required. `,/ 1 •- D E Corporate Office: Manufacturing: 2. Welds not specified shall be continuous fillet welds,using no less than the minimum fillet as specified by AWS. r,� 3. Take field measurements prior to fabrication where practical. Form to required shapes and sizes with true edges,lines and angles. Provide 10th B. Design mixtures may be prepared by a qualified independent testing agency or by qualified precast plant personnel at architectural precast concrete V) inserts and templates as needed for work of other trades. 2323 West Overland Road 212 10 Street SE fabricator's option. 3. Clean weld-affected metal surfaces with chipping hammer followed by brushing,and reprime damaged painted surfaces. w, 4. Install materials in exact accordance with manufacturer's instructions and approved submittals. Boise,ID 83705 Puyallup,WA 98372 4. Remove,reweld,or repair incomplete and defective welds. (0 C. Limit water-soluble chloride ions to maximum percentage by weight of cement permitted by ACI 318 or PCI MNL 117 when tested according to 11111111111111111111 >. 5. Install materials in proper relation with adjacent construction and with proper appearance. (800) 771-4862 (253)770-9119 E. At bolted connections,use lock washers,tack welding,or other approved means toprevent looseningof nuts after final adjustment 0 P PP P pPASTM C I218/C 1218M. g PP l 08 472-0042 (253)770-3826 Fax 6. Restore units damaged during installation. Replace units which cannot be restored at no additional expense to the Owner. (208) I. Where slotted connections are used,verify bolt position and tightness. For sliding connections,properly secure bolt but allow bolt to move within c o 7. Refer to additional installation requirements and tolerances specified under individual specification sections. (208) 331-8301 Fax D. Normal-Weight Concrete Mixtures: Proportion full depth mixtures,at fabricator's option by either laboratory trial batch or field test data methods connection slot. For friction connections,apply specified bolt torque and check 25 percent of bolts at random by calibrated torque wrench. 7 V! according to ACI 211.1,with materials to be used on Project,to provide normal-weight concrete with the following properties: J. Limit of Use: Limit use of work as indicated. Keep driveways and entrances clear. B. Installer Qualifications: Installer shall demonstrate a record of at feast five years of successful installation of precast units similar to those required for I. Compressive Strength(28 Days): 5000 psi minimum. F. Grouting Connections: Grout connections where required or indicated. Retain grout in place until hard enough to support itself. Pack spaces with this project. 2. Maximum Water-Cementitious Materials Ratio: 0.45. stiff grout material,tamping until voids are completely filled. Place grout to finish smooth,level,and plumb with adjacent concrete surfaces. Keep ...0 v/ • K. Existing Construction: Maintain existing building in a weathertight condition. Repair damage caused by construction operations. Protect grouted joints damp for not less than 24 hours after initial set Promptly remove grout material from exposed surfaces before it affects finishes or t^ building and its occupants. C. Fabricator Qualifications:A firm that assumes responsibility for engineering architectural precast concrete units to comply with performance E. Water Absorption: 6 percent by weight or 14 percent by volume,tested according to PCI MNL 117. hardens. O i C requirements. This responsibility includes preparation of Shop Drawings and comprehensive engineering analysis by a qualified professional engineer. I. Compressive Strength(28 Days): 5000 si L. Definitions: p psi. 1. Provide: Furnish and install,complete with all necessary accessories,ready for intended use. Pay for all related costs. D. Testing Agency Qualifications: An independent testing agency acceptable to authorities having jurisdiction,qualified according to ASTM C 1077 and 2. Unit Weight Calculated equilibrium unit weight of 115 lb/cu.ft,plus or minus 3 lb/cu.ft.,according to ASTM C 567. 3.3 ERECTION TOLERANCESIlim CD i F-. 2. Approved: Acceptance of item submitted for approval. Not limitation or release for compliance with the Contract Documents or regulatory ASTM E 329 for testing indicated. pP P PP P 9 rY F. Add air-entraining admixture at manufacturer's prescribed rate to result in concrete at point of placement having an air content complying with A. Erect architectural precast concrete units level,plumb,square,true,and in alignment without exceeding the noncumulative erection tolerances of "V requirements. Refer to limitations of'Approved'in General and Supplementary Conditions. E. Quality-Control Standard: For manufacturing procedures and testing requirements,quality-control recommendations,and dimensional tolerances for PCI MNL 117. PCI MNL 117,Appendix I. 7:3 C 03. Match Existing: Match existing as acceptable to the Owner. types of units required,comply with PCI MNL 117,"Manual for Quality Control for Plants and Production of Architectural Precast Concrete Products." G. When Included in design mixtures,add other admixtures to concrete mixtures according to manufacturer's written instructions. V 0 am= � )1 M. Intent: Drawings and specifications are intended to provide the basis for proper completion of the work suitable for the intended use of the F. Welding: Qualify procedures and personnel according to AWS D 1.1/D.1.1 M,"Structural Welding Code-Steel";and AWS 01.4,"Structural Welding 3.4 FIELD QUALITY CONTROL V Owner. Anything not expressly set forth but which is reasonable implied or necessary for proper performance of the project shall be included. Code-Reinforcing Steel." 2.10 MOLD FABRICATION A. Special Inspections: Owner will engage a qualified special inspector to perform the following special inspections and prepare reports: 0 N. Writing Style: Specifications are written in the imperative mode. Except where specifically intended otherwise,the subject of all imperative G. Pre-installation Conference: Conduct conference at Project site. I. Erection of precast concrete members. .u.. A. Molds: Accurately construct molds,mortar tight,of sufficient strength to withstand pressures due to concrete-placement operations and temperature L. statements is the Contractor. For example,'Provide tile'means'Contractor shall provide tile.' •mem changes. Coat contact surfaces of molds with release agent before reinforcement is placed. Avoid contamination of reinforcement s by release agent B. Testing Agency: Owner will engage a qualified testing agency to perform tests and inspections and prepare test reports. CD OPART 2 PRODUCTS-Not Applicable To This Section 1.6 DELIVERY,STORAGE,AND HANDLING D0 B. Maintain molds to provide completed architectural precast concrete units of shapes,lines,and dimensions indicated,within fabrication tolerances C. Field welds will be subject to visual inspections and nondestructive testing according to ASTM E 165 or ASTM E 709. High-strength bolted connections N PART 3 EXECUTION-Not Applicable To This Section A. Deliver architectural precast concrete units in such quantities and at such times to limit unloading units temporarily on the ground. specified. will be subject to inspections. •> co - 6. Support units duringshipment on non-stainingshock-absorbingmaterial. I. Form joints are not permitted on faces exposed to view in the finished work PP P D. Testing agency will report test results promptly and in writing to Contractor and Architect SECTION 01 30 00-ADMINISTRATIVE REQUIREMENTS 2. Edge and Corner Treatment Uniformly chamfered and/or radiused. C. Store units with adequate dunnage and bracing and protect units to prevent contact with soil,to prevent staining,and to prevent cracking,distortion, E. Repair or remove and replace work where tests and inspections indicate that it does not comply with specified requirements. COVERED UNDER PHASE I. warping or other physical damage. 2.11 FABRICATION F. Additional testing and inspecting,at Contractor's expense,will be performed to determine compliance of replaced or additional work with specified PROJECT N O. D. Place stored units so identification marks are clearly visible,and units can be inspected. requirements. - SECTION 01 40 00-QUALITY REQUIREMENTS A. Cast-in Anchors,Inserts,Plates,Angles,and Other Anchorage Hardware: Fabricate anchorage hardware with sufficient anchorage and embedment to 19-123.1 E. Handle and transport units in a position consistent with their shape and design in order to avoid excessive stresses which would cause cracking or comply with design requirements. Locate anchorage hardware where it does not affect position of main reinforcement or concrete placement. COVERED UNDER PHASE I. damage. I. Weld-headed studs and deformed bar anchors used for anchorage according to AWS Dl.l/D 1.1 M and AWS C5.4,"Recommended Practices for 3.5 REPAIRS DRAWN BY : F. Lift and support units onlyat designatedpoints shown on ShopDrawings. Stud Welding." SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS PP g g A. Repair architectural precast concrete units if permitted by Architect. The Architect reserves the right to reject repaired units that do not comply with B. Furnish loose hardware items including steel plates,clip angles,seat angles,anchors,dowels,cramps,hangers,and other hardware shapes for securing requirements.B. TFF COVERED UNDER PHASE I. 1.7 SEQUENCING architectural precast concrete units to supporting and adjacent construction. CHECKED BY . B. Mix patching materials and repair units so cured patches blend with color,texture,and uniformity of adjacent exposed surfaces and show no apparent SECTION 01 60 00-PRODUCT REQUIREMENTS A. Furnish loose connection hardware and anchorage items to be embedded in or attached to other construction without delaying the Work. Provide C. Cast-in reglets,slots,holes,and other accessories in architectural precast concrete units as indicated on the Contract Drawings. line of demarcation between original and repaired work,when viewed in typical daylight illumination from a distance of 20 feet locations,setting diagrams,templates,instructions,and directions,as required,for installation. TFF,JB COVERED UNDER PHASE I. D. Cast-in openings in any dimension. Do not drill or cut openings without Architect's approval. C. Remove and replace damaged architectural precast concrete units when repairs do not comply with requirements. • E. Reinforcement Comply with recommendations in PCI MNL 117 for fabricating,placing,and supporting reinforcement DATE SECTION 01 70 00-EXECUTION AND CLOSEOUT REQUIREMENTS PART 2- PRODUCTS 3.6 CLEANING I. Clean reinforcement of loose rust and mill scale,earth,and other materials that reduce or destroy the bond with concrete. When damage to1.8.2020 COVERED UNDER PHASE I. epoxy-coated reinforcing exceeds limits specified in ASTM A 775/A 775M,repair with patching material compatible with coating material and A. Clean surfaces of precast concrete units exposed to view. SECTION 02 14 19-SELECTIVE DEMOLITION 2.I MOLD MATERIALS epoxy coat bar ends after cutting. REVISION . PART 1 GENERAL A. Molds: Rigid,dimensionally stable,non-absorptive material,warp and buckle free,that will provide continuous and true precast concrete surfaces within 2. Accurately position,support,and secure reinforcement against displacement during concrete-placement and consolidation operations. Completely B. Clean mortar,plaster,fireproofing,weld slag,and other deleterious material from concrete surfaces and adjacent materials immediately. 1.1 SUMMARY fabrication tolerances indicated;nonreactive with concrete and suitable for producing required finishes. conceal support devices to prevent exposure on finished surfaces. C. Clean exposed surfaces of precast concrete units after erection and completion of joint treatment to remove weld marks,other markings,dirt,and 1. Mold-Release Agent Commercially produced liquid-release agent that will not bond with,stain or adversely affect precast concrete surfaces and 3. Place reinforcement to maintain at least 3/4-inch-minimum coverage. Arrange,space,and securely tie bars and bar supports to hold stains. A. Provide demolition activities will not impair subsequent surface or joint treatments of precast concrete. reinforcement in position while placing concrete. Direct wire tie ends away from finished,exposed concrete surfaces. I. Perform cleaning procedures,of necessary,according to precast concrete fabricator's recommendations. Clean soiled precast concrete surfaces 1.2 SUBMITTALS4. Place reinforcing steel to maintain at least 3/4-inch-minimum concrete cover. Increase cover requirements for reinforcing steel to I-I/2-inches with detergent and water,using stiff fiber brushes and sponges,and rinse with clean water. Protect other work from staining or damage due to B. Form Liners: Units of face design,texture,arrangement,and configuration to match design reference sample. Furnish with manufacturer's when units are exposed to corrosive environment or severe exposure conditions. Arrange,space,and securely tie bars and bar supports to hold cleaning operations. A. Schedule:Submit for approval selective demolition schedule,including schedule and methods for capping utilities to be abandoned and recommended liquid-release agent that will not bond with,stain,or adversely affect precast concrete surfaces and will not impair subsequent surface or P reinforcement in position while placing concrete. Direct wire tie ends away from finished,exposed concrete surfaces. 2. Do not use cleaning materials or processes that could change the appearance of exposed concrete finishes or damage adjacent materials. maintaining existing utility service. joint treatments of precast concrete. S. Install welded wire fabric in lengths as long as practicable. Lap adjoining pieces at least one full mesh spacing and wire tie laps,where required by 1.3 QUALITY ASSURANCE design. Offset laps of adjoining widths to prevent continuous laps in either direction. A. Codes and Regulations:Comply with governing codes and regulations.Use experienced workers. 2.2 REINFORCING MATERIALS F. Reinforce architectural precast concrete units to resist handling,transportation,and erection stresses, 1.4 PROJECT CONDITIONS A. Reinforcing Bars: ASTM A 615/A 6I5M,Grade 60,deformed. SECTION 05 12 00-STRUCTURAL STEEL FRAMING A. Occupancy:Immediate areas of work will not be occupied during selective demolition.The public,including children,may occupy adjacent B. Low-Alloy-Steel Reinforcing Bars: ASTM A 615/A 615M,Grade 60,deformed. G. Place concrete backup in a continuous mixture tooperation to apbond seams er planes ur ofweaknessfrom forming in precast concrete units. I. Place concrete ensure bond with face-mixture concrete. PART 1 GENERAL areas. C. Steel Bar Mats: ASTM A 184/A 184M,fabricated from ASTM A 615/A 615M,Grade 60"deformed bars,assembled with clips. H. Thoroughly consolidateplaced concrete byinternal and external vibration without dislocatingor damaging reinforcement and built-in`items,and B. Existing Conditions:No responsibility for buildings and structures to be demolished will be assumed by the Owner g Y ed Sig 1.1 SUMMARY D. Plain-Steel Welded Wire Reinforcement ASTM A 185,fabricated from as-drawn steel wire into flat sheets. minimize pour lines,honeycombing,or entrapped air on surfaces. Use equipment and procedures complying with PCI MNL 117. PART 2 PRODUCTS I. Place self-consolidating concrete without vibration according to PCI TR-6,"Interim Guidelines for the Use of Self-Consolidating Concrete in A. Provide structural steel assemblies and accessories. 2.1 DEMOLITION APPLICATIONS E. Deformed-Steel Welded Wire Reinforcement ASTM A 497/A 497M,flat sheet. Precast/Prestressed Concrete Institute Member Plants." B. See Structural Notes for all additional criteria. A. Selective Building Demolition: F. Supports: Suspend reinforcement from back of mold or use bolsters,chairs,spacers,and other devices for spacing supporting,and fastening reinforcing I. Comply with PCI MNL 117 for hot-and cold-weather concrete placement. 1.2 SUBMITTALS bars and welded wire reinforcement in place according to PCI MNL 117. 1. Application:Selective demolition of building veneers,existing canopies,as indicated.. J. Identify pickup points of architectural precast concrete units and orientation in structure with permanent markings,complying with markings indicated A. Product Data: Submit manufacturer's product data and installation instructions for each material and product used. 2. Application:Removal of abandoned utilities and wiring systems. on Shop Drawings. Imprint or permanently mark casting date on each architectural precast concrete unit on a surface that will not show in finished 3. Application:Notification to Owner of schedule of shut-off of utilities which serve occupied spaces. 2.3 CONCRETE MATERIALS structure. B. Shop Drawings: Submit shop drawings indicating material characteristics,details of construction,connections,and relationship with 4. Application:Pollution control during selective demolition,including noise control. A. Portland Cement ASTM C 150,Type!or Type III,white based on architects selection.Use only one brand type and color from same mill. adjacent construction. `_ "= - K. Cure concrete,according to requirements in PCI MNL 117,by moisture retention without heat or by accelerated heat curing using low-pressure live 1. Shop drawings shall be prepared and stamped by a qualified engineer licensed in the jurisdiction of the project. 5. Application:Removal and legal disposal of materials. B. Supplementary Cementitious Materials: steam or radiant heat and moisture. Cure units until compressive strength is high enough to ensure that stripping does not have an effect on � 6. Protection:Designated site improvements and adjacent construction. performance or appearance of final d product. 1. Metakaolin Admixture: ASTM C 618,Class N. C. Submit for approval test reports. „ `r"� 7. Salvage:Designated items. 2. Silica Fume Admixture: ASTM C 1240,with optional chemical and physical requirement. L Discard and replace architectural precast concrete units that do not comply with requirements,including structural,manufacturing tolerance,and 1.3 QUALITY ASSURANCE 8. Utilities:Interruption,capping or removal as applicable. 3. Ground Granulated Blast-Furnace Slag: ASTM C 989,Grade 100 or 120. appearance,unless repairs meet requirements in PCI MNL 117 and Architect's approval. 9. Hazardous Materials:Not present. A. Comply with governing codes and regulations. Provide products of acceptable manufacturers,which have been in satisfactory use in C. Normal-Weight Aggregates: Except as modified by PCI MNL 117,ASTM C 33,with coarse aggregates complying with Class 5S. Stockpile fine and similar service for three years. Use experienced installers. Deliver,handle,and store materials in accordance with manufacturer's instructions. PART 3 EXECUTION coarse aggregates for each type of exposed finish from a single source(pit or quarry)for Project to match design reference sample mix design. 2.12 FABRICATION TOLERANCES 3.1 SELECTIVE DEMOLITION B. Standards: AISC,Code of Standard Practice for Steel Buildings and Bridges,and applicable regulations. I. Face-Mixture-Coarse Aggregates: Selected,hard,and durable;free of material that reacts with cement or causes staining:to match design mix of A. Fabricate architectural precast concrete units straight and true to size and shape with exposed edges and corners precise and true so each finished panel A. Demolition Operations:Do not damage building elements and improvements indicated to remain.Items of salvage value,not included on the design reference. complies with PCI MNL 117 product tolerances as well as position tolerances for cast-in items. C. Architecturally Exposed Structural Steel Comply with fabrication requirements,including tolerance limits,and installation tolerances of schedule of salvage items to be returned to Owner,shall be removed from structure.Storage or sale of items at project site is prohibited. a. Gradation: Submit fine options for review. AISC's"Code of Standard Practice for Steel Buildings and Bridges"for structural steel identified as architecturally exposed structural steel. ARCHITECTURE & PLANNING 2. Face-Mixture-Fine Aggregates: Selected,natural or manufactured sand of same material as coarse aggregate,to match design reference sample, B. Position Tolerances: For cast-in items measured from datum line location,as indicated on Shop Drawings. B. Utilities:Locate,identify,disconnect,and seal or cap off utilities in buildings to be demolished. g I. Weld Plates: Plus or minus I-inch. D. Testing: Independent testing laboratory. unless otherwise approved by the Architect. BENNER C. Shoring and Bracing:Provide and maintain interior and exterior shoring and bracing. 2. Inserts: Plus or minus I/2-inch. E. Erection Tolerances: AISC standards. ('`` D. Water. Potable;free from deleterious material that may affect color stability,setting,or strength of concrete and complying with chemical limits of 3. Handling Devices: Plus or minus 3-inches. STAN t..7 E D. Occupied Spaces:Do not close or obstruct streets,walks,drives or other occupied or used spaces or facilities without the written PCI MNL 117. PART 2 PRODUCTS permission of the Owner and the authorities having jurisdiction.Do not interrupt utilities serving occupied or used facilities without the written 4. Reinforcing Steel and Welded Wire Fabric: Plus or minus 114-inch where position has structural implications or affects concrete cover;otherwise, permission of the Owner and authorities having jurisdiction.If necessary,provide temporary utilities. E. Air-Entraining Admixture: ASTM C 260,certified by manufacturer to be compatible with other required admixtures. plus or minus 1/2-inch. 2.1 MATERIALS ASSOCIATES E. Operations:Cease operations if public safety or remaining structures are endangered.Perform temporary corrective measures until F. Chemical Admixtures: Certified by manufacturer to be compatible with other admixtures and to not contain calcium chloride or more than 0.15 S. Reinforcing Steel Extending out of Member. Plus or minus I/2-inch of plan dimensions. A. Structural Steel: ARCHITECTS , INC. P 6. Tendons: Plus or minus I/4-inch,vertical;plus or minus 1-inch,horizontal. operations can be continued properly. percent chloride ions or other salts by weight of admixture.(from below as approved. 1. Application: Building structure. I. Water-Reducing Admixtures: ASTM C 494/C 494M,Type A. 7. Location of Rustication Joints: Plus or minus 1/8-inch. F. Security:Provide adequate protection against accidental trespassing.Secure project after work hours. 8. Location of Opening within Panel: Plus or minus I/4-inch. 2. Application: Architecturally exposed structural steel. THE WATERMAN BUILDING 2. Water-Reducing and Retarding Admixture: ASTM C 494/C 494M,Type D. 80 SE MADISON STREET G. Restoration:Restore finishes of patched areas. 3. Water-Reducing and Accelerating Admixture: ASTM C 494/C 494M,Type E. 9. Location of Flashing Reglets: Plus or minus I/4-inch. PART 3 EXECUTION 4. High-Range,Water-Reducing Admixture: ASTM C 494/C 494M,Type F. 10. Location of Flashing Reglets at Edge of Panel: Plus or minus I/8-inch. 3.1 INSTALLATION SUITE 430 5. High-Range,Water-Reducing and Retarding Admixture: ASTM C 494/C 494M,Type G. I I. Reglets for Glazing Gaskets: Plus or minus 1/8-inch. A. Comply with AISC codes and specifications, PORTLAND, OR 97214 SECTION 034500-PRECAST ARCHITECTURAL CONCRETE 12. Electrical Outlets,Hose Bibs: Plus or minus I/2-inch. P Y p eifieations,and with AWS"Structural Welding Code". 503-670-0234 2.4 STEEL CONNECTION MATERIALS 13• Location of Bearing Surface from End of Member. Plus or minus I/4-inch. B. Employ a registered engineer to check elevations and plumb and level tolerances;certify that installed work is within AISC Standards. FAX 503-670-0235 PART I - GENERAL 14. Allowable Rotation of Plate,Channel Inserts,and Electrical Boxes: 2-degree rotation or I/4-inch(6mm)maximum over the full dimension of unit Owner may engage testing/inspection agency to inspect welded and bolted connections. bSCt@bsaarCr1•COm A. As indicated on drawings. 15. Position of Sleeve: Plus or minus 1/2-inch. C. Architecturally exposed steel: Fabricate with special care using materials carefully selected for best appearance. Store materials off ground 1.1 SUMMARY B. Carbon-Steel Shapes and Plates: ASTM A 36/A 36M. 16. Location of Window Washer Track or Buttons: Plus or minus I/8-inch. and keep clean. Cut,fit and assemble work with surfaces smooth,square and with complete contact at joints. Set all cambers up. Weld all work ARCHITECTURAL continuously;grind smooth and flush to make seams not visible after priming. Prepare surfaces to comply with SSPC-SP6;apply prime coat A. This Section includes the following C. Carbon-Steel-Headed Studs: ASTM A 108,AISI 1018 through AISI 1020,cold finished,AWS D I.I/D I.t M,Type A or B,with arc shields and with 2.13 FINISHES within 24 hours after cleaning. SPECIFICATIONS I. Wainscoting minimum mechanical properties of PCI MNL 117,Table 3.2.3. A. Panel faces shall be free of joint marks,grain,and other obvious defects. Corners,including false joints shall be uniform,straight,and sharp. Finish D. Touch-up field welds and abraded areas with shop primer. D. Carbon-Steel Plate: ASTM A 283/A 283M. exposed-face surfaces of architectural precast concrete units to match as follows: 1.2 PERFORMANCE REQUIREMENTS E. Malleable Iron Castings: ASTM A 47/A 47M. I. Honed Finish: Use continuous mechanical abrasion with fine grit followed by filling and rubbing procedures. A. Structural Performance: Provide architectural precast concrete units and connections capable of withstanding the following design loads within limits SPECIFICATIONS CONTINUED Q N NEXT PAGEB. and under conditions indicated: F. Carbon-Steel Castings: ASTM A 27/A 27M,Grade 60-30. B. Finish unexposed surfaces of architectural precast concrete units by float finish. I. Loads: As indicated on structural drawings. G, High-Strength,Low-Alloy Structural Steel: ASTM A 572/A 572M. 2.14 FACTORY APPLIED SEALERS AND COATINGS • H. Carbon-Steel Structural Tubing: ASTM A 500,Grade B. 1.3 ACTION SUBMITTALS A. Concrete Coatings,water repellants. High performance factory applied coatings as follows: I. Wrought Carbon-Steel Bars: ASTM A 6751A 675M,Grade 65. B. I. Low VOC type;colorless,pure silane water repellant penetrating sealers. A. Product Data: For each type of product indicated. J. Deformed-Steel Wire or Bar Anchors: ASTM A 496 or ASTM A 706/A 706M. a. Hydrozo 100 High performance sealer B. Design Mixtures: For each precast concrete mixture. Include compressive strength and water-absorption tests. C. Shop Drawings: Detail fabrication and installation of architectural precast concrete units. Indicate locations,plans,elevations,dimensions,shapes,and K. Carbon-Steel Bolts and Studs: ASTM A 307,Grade;carbon-steel,hex-head bolts and studs;carbon-steel nuts,ASTM A 563;and flat,unhardened steel C. 3.Sealer to maintain natural look of concrete surface with no glaze or gloss,darkening of color change. cross sections of each unit Indicate joints,reveals,and extent and location of each surface finish. Indicate details at building corners. washers,ASTM F 844. • I. Indicate separate face and backup mixture locations and thicknesses. L. Welding Electrodes: Comply with AWS standards. 2.15 SOURCE QUALITY CONTROL AO • 1 2. Indicate welded connections by AWS standard symbols. Detail loose and cast-in hardware and connections. A. Quality-Control Testing: Test and inspect precast concrete according to PCI MNL 117 requirements. If using self-consolidating concrete,also test and 3. Indicate locations,tolerances,and details of anchorage devices to be embedded in or attached to structure or other construction. inspect according to Pa TR-6,"Interim Guidelines for the Use of Self-Consolidating Concrete in Precast/Prestressed Concrete Institute Member - 4. Indicate locations,extent,and treatment of dry joints if two-stage casting is proposed. Plants." 5. Include plans and elevations showing unit location and sequence of erection for special conditions. B. Strength of precast concrete units will be considered deficient if units fail to comply with ACI 318 requirements for concrete strength. 6. Indicate location of each architectural precast concrete unit by same identification mark placed on panel. f:\2019 bsa projects\19-123 tigard towne square\19-123.1 ace hardware tigard towne sq\04o construction documents phase ii\19123.1 a0.0 cover sheet.dwg 11/9/2020 3:16:09 PM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER S'ANGE ASSOCIATES ARCHITECTS,INC. P230,P237,P259,P508,P510,P512,P514,P701,P711,P717,P722,P723,P732,P734,P736,P742,P803,P814,P818,P824 SECTION 07 65 00-FLEXIBLE FLASHINGS ' �jlj ...CONTINUED FROM PREVIOUS PAGE D. Recycled Content: Minimum 44% C, 5) Miami-Dade County Code Report NOA#15-0728.11 'ti �' - SECTION 05 40 00-COLD-FORMED METAL FRAMING 6) CCMC Approval No. 13671-L E. VOC: Zero Emissions. PART 1 GENERAL 4/ THOMAS F.FALCON�() 1.1 SECTION INCLUDES: PART 3 EXECUTION 2.04 FIBER CEMENT SOFFITS PART 1 GENERAL �," 1.1 SUMMARY 3.1 EXAMINATION A. 1/4"Thick HardieTrim Soffit HZ5 Fascia Boards,vented. A. Rubberized asphalt sheet for concealed wall flashings. to .' NO. 4787 O A. Provide cold-formed metal framing. A. Prior to start of installation,inspect existing conditions to ensure surfaces are suitable for installation of roofing underlayment.Verify flashing B. Soffits returns 8"or less in width may be unvented. 1. Rubberized asphalt sheet for concealed wall flashings PORTLAND,OR has been installed,Starting work indicates installers acceptance of existing conditions. 2.05 AUXILIARY INSTALLATION MATERIALS 1'�, ¢� 1.2 SUBMITTALS 1.2 SUBMITTALS A. Product Data: Submit manufacturer's product data and installation instructions for each material and product used. 3.2 INSTALLATION A. General: Auxiliary installations materials recommended by fiber cement siding manufacturer for intended use and compatible with Rain A. Submittals for Review: F O B. Shop Drawings: Submit shop drawings indicating material characteristics,details of construction,connections,and relationship with Screen Exterior Siding System. 1. Product Data:Manufacturer's descriptive data and installation instructions. A. Installation:Install roofing underlayment on sloped surfaces at locations indicated on the Drawings,but not less than at hips,ridges,eaves, adjacent construction. valleys,sidewalls and chimneys,and surfaces over interior space within 36 inches(914 mm)from the inside face of the exterior wall. Strictly B. Starter Bar: CERACLADTM Galvanized Horizontal Starter Bar by KMEW. 1.3 PROJECT CONDITIONS 1. Shop drawings shall be prepared and stamped by a qualified engineer licensed in the jurisdiction of the project. comply with manufacturer's installation instructions including but not limited to the following: C. Panel Clip: CERACLADTM ZAM® Panel ClipbyKMEW. V) 1. Schedule installation such that underla ment is covered byroofingwithin thepublished exposure limit of the underlayment. A. Do not apply flashings at ambient or surface temperatures less than 40 degrees F. C. Engineering Certification: Submit for approval engineering certification of deflection criteria. Y p y 2. Do not install underlayment on wet or frozen substrates. D. Corner Clip: CERACLADTM ZAM®coated Corner Clip by KMEW. PART 2 PRODUCTS "r 1.3 QUALITY ASSURANCE • 0 E ._ 3. Install when surface temperature of substrate is a minimum of 40 degrees F(5 degrees C)and rising. E. Corner Siding: CERACLADTM 18"Corner Siding by KMEW. 2.1 MANUFACTURERS t A. Comply with governing codes and regulations. Provide products of acceptable manufacturers,which have been in satisfactory use in 4. Remove dust,dirt,loose materials and protrusions from deck surface. ( l C c -I- similar service for three years. Use experienced installers. Deliver,handle,and store materials in accordance with manufacturer's instructions. F. Metal Caulking Joiner: CERACLADTM ZAM®coated Horizontal Metal Caulking Joiner by KMEW. A. Acceptable Manufacturers: 5. Install membrane on dean,dry,continuous structural deck.Fill voids and damaged or unsupported areas prior to installation. B. Standards: AISI,Specification for Design of Cold-Formed Steel Structural Members. 6. Prime concrete and masonry surfaces using specified primer at a rate of 500-000 square feet per gallon(12-15 sqm/L).Priming is not H. Cut Edge Sealer:Concrete Sealer,locally purchased. 1. Grace Construction Products.(www.graceconstruction.com) 0 (I) 0) required for other suitable clean and dry surfaces. 2. W.R.Meadows,Inc.(www.wrmeadows.com) 0 0 C. Deflection Criteria for Exterior Masonry Veneer: L/600. I. James Hardie Sturdimount blocking or custom blocks with HardieTrim 5/4 as needed for penetrations(hose bibbs,electric outlets,wall 3. Polyguard Products,Inc.(www.aalvouardproducts.com) 7. Install membrane such that all laps shed water.Work from the low point to the high point of the roof at all times.Apply the membrane in mounted lights,meters,etc.). yg O /1 D. Fabrication Tolerances: 1/8 inch in 10 feet. valleys before the membrane is applied to the eaves.Following placement along the eaves,continue application of the membrane up the 4. Typar(www.tvaar.com) y,L roof.Membrane may be installed either vertically or horizontally after the first horizontal course. J. Caulk: Low Modulus Silicone Joint Sealant in matching color,locally purchased. O E. Erection Tolerances: 1/16 inch from true position. 2.2 MATERIALS 8. Side laps minimum 3-1/2 inches(89 mm)and end laps minimum 6 inches(152 mm)following lap lines marked on underlayment. 1. Ultra Low Modulus Sealant,790 Silicone Building Sealant by Dow Corning. (1.) L PART 2 PRODUCTS 9. Patch penetrations and damage using manufacturer's recommended methods. 2. Low Modulus Silicone Join Sealant,Spectrem 1 by Tremco. A. Rubberized Asphalt Flashings: (1.) L2.1 MATERIALS 7M 1. Description:ASTM D1970;minimum 32 mil thick butyl rubber modified asphalt laminated to 8 mil thick cross-laminated HDPE film,release 0) J. Touch-up Paint Kit:CERACLAD 3 part kit consisting of 1 bottle primer,1 bottle acrylic color base and 1 bottle hardener by KMEW. paper facing,self adhering. SECTION 07 46 46-FIBER CEMENT SIDING A. Cold-Formed Metal Framing: 2.06 SOURCE QUALITY CONTROL /r1 PART 1-GENERAL 2.3 ACCESSORIES 0 [`,.I/] 1. Wall Framing: C-shaped load-bearing steel studs. A. Single Source Responsibility: Supply panels and accessories as manufactured,distributed or roved for use byKMEW. No substitutions a. Units gauge as indicated in the drawings: ASTM A 653,class G-4. 1.01 SUMMARY g p pp y pp A. Termination Mastic:Type recommended by flashing manufacturer. 4- allowed. D a _X b. Finish: Galvanized,ASTM A 653,G60. A. Section includes; PART 3-EXECUTION PART 3 EXECUTION WC c. Framing Accessories: 1. Factory-finished fiber cement siding finished with ceramic and CREATIVTM coating. 3.01 EXAMINATION 3.1 INSTALLATION Q 1) Supplementary framing. 2. ZAM®coated panel clip system. cr E00 A. Provide flexible flashings in exterior wall assemblies at: 2) Bracing,bridging,and solid blocking. A. Verify conditions ready to receive work of this Section. Do not begin work until correction of unsatisfactory conditions. , /� .�- 3. Galvanized steel Starter Bar. 1. Base of walls. y , 3) Web stiffeners. 4. ZAM®coated Metal Caulking Joiner with bond breaker tape. B. Examine substrate to ensure that finished surfaces will be true,level,and plumb without requiring additional steps. Notify proper authorityD E ■� 2. Heads of openings in walls. 4) Gusset plates. in writing of discrepancies found in the substrate. Beginning of installation indicates acceptance of existing conditions. 5. Stainless Steel Fasteners. 3. Top of walls under copings. •H 5) Deflection track and vertical side clips. 6. Low Modulus Sealant. 3.02 PREPARATION 4. Transitions between materials. �■ 6) Stud kickers and girts. i 7. Touch-up paint. C 0 A. Substrate: 5. Around openings and penetrations through walls. 7) Joist hangers and end closures. 8. Horizontal vented soffits. 8) Reinforcement plates. 1. Provide work to make corrections to substrate conditions suitable for installation,and able to withstand normal construction and live B. Lap ends 4 inches minimum. 1.02 REFERENCES loads. E 9) Anchors,clips,and fasteners. C. Press to full bond with substrate without voids,wrinkles,bridging,or fishmouths. > A. Referenced Standards: These Standards and Reports formpart of this specification onlyto the extent theyare referenced as specification 2 Substrate Flatness: 1/16 inch within every 32 inch span. 2. Joist Framing: C-shaped load-bearing steel joists. P p3. Report and document defects and do not proceed until defects are corrected. D. Roll ends and edges with handheld roller;ensure tight seal. I C a. See Structural Notes and Drawings. requirements. p 1. ASTM C 1186-Standard Specification for Flat Fiber Cement Sheets. 4. Do not install directly to stucco,brick,concrete masonry,tile or similar substrates. Wood battens or Z-girts can be used to provide a E. Apply trowel coat of mastic along flashing at top edge,seams,cuts,and penetrations. 0 Mani PART 3 EXECUTION 2. ICC Evaluation Services Inc.Evaluation Report ESR-1627. 1._suitable substrate for attachment. E •= 3.1 INSTALLATION 3. ASTM E 136-Standard Test Method for Behavior of Materials in a Vertical Tube Furnace at 750°C. B. Starter Bar: SECTION 07 92 00-JOINT SEALANTS •U A. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in 4. PS 1-Construction and Industrial Plywood. 1. Mark a level line for starter bar to end up with approximately'A"ventilation gap between bottom of siding panels and sill flashing. PART 1 GENERAL proper relation with adjacent construction. Coordinate with work of other sections. 1.03 SUBMITTALS 2. Fasten starter bar securely along mark with clip screws. Starter bar must fully support first panel 0- MID 3. Maximum distance between screws must not exceed 16"unless otherwise specified by licensed structural engineer. 1.1 SUMMARY i MM. 0 B. Comply with requirements of ASTM C 1007 for installation of steel studs and accessories and Metal Lath/Steel Framing Association A. Product Data:For each type of product. Lightweight Steel Framing Systems Manual. 3.03 INSTALLATION A. Provide joint sealers and fillers. ��,,,,,,��/// N Restore damaged components. Protect work from damage. B. Shop Drawings: Submit shop drawings indicating material characteristics,details of construction,connections,and relationship with 1.2 SUBMITTALS 0 -- s.. adjacent construction,including the WRB,flashing,and joint sealants. A. General: •mem O 1. Install products in accordance with manufacturers most recently published installation guidelines,applicable building codes and other A. Product Data: Submit manufacturer's product data and installation instructions for each material and product used. 0) J Q T" � SECTION 0719 00-WATER REPELLENTS C. Samples for Verification: For the following products: laws,rules,regulations and ordinances. N ti,,! 1. Fiber Cement Siding Panel in color selected by Architect. B. Samples: Submit two representative samples of each material specified indicating visual characteristics and finish. Include range samples a PART 1 GENERAL 2. Review all manufacturer installation and maintenance instructions and other applicable documents. if variation of finish is anticipated. 2. Manufacturer Warranty Card. 3. CAUTION: Siding panels contain silica. When drilling,cutting,or abrading siding panels during installation or handling.Observe the 1. Include manufacturers full range of color and finish options if additional selection is required. 1.1 SUMMARY 3. Product Test Reports: For Fiber Cement Siding,tests performed by manufacturer and witnessed by a qualified testing agency. following precautions: A. Provide water repellent coating for concrete surfaces. 4. Research/Evaluation Reports:For components of cladding system from ICC-ES. a. Work outdoors when feasible or in a well-ventilated area when indoors. 1.3 QUALITY ASSURANCE PROJECT N O. - 1.2 SUBMITTALS 5. Maintenance Data:For cladding system to include maintenance requirements. b. Wear a dust mask or use a respirator. A. Comply with governing codes and regulations. Provide products of acceptable manufacturers,which have been in satisfactory use in 19-123.1 1.04 QUALITY ASSURANCE c. Warn other workers and building occupants in the area. similar service for three years. Use experienced installers. Deliver,handle,and store materials in accordance with manufacturer's instructions. A. Product Data: Submit manufacturer's product data and installation instructions for each material and product used. • A. Product Performance Requirements: Fiber Cement Siding panels shall meet the typicalproperties: d. Advise building occupants to close windows in the immediate area of work. B. Field Samples: DRAWN BY B. Samples: Submit two representative samples of each material specified indicating visual characteristics and finish. Include range samples q g p tYp 1. Construct field sample 6 feet long illustrating sealant type,color,and tooled surface. if variation of finish is anticipated. 1. Thickness 16 mm+/-0.6 mm B. First Panel Installation: TC,TFF 1. Horizontal Orientation: 2. Conduct pull tests per ASTM 1521 and in the presence of the manufacturer's representative against all relevant substrate types in order to CHECKED BY C. Warranty: Submit manufacturers standard warranty. Include labor and materials to repair or replace defective materials. 2. Length:3030 mm+/-1.0 mm. verify adhesion. Make sure that field samples are applied with and without priming in the event that primer is needed. Allow 14 days 0.5 mm. a. Begin installing the first horizontal siding panel by seating the bottom concealed ship-lapped edge of the panel squarely on the minimum cure time prior to conducting pull tests. 1. Warranty Period: 5 years. 3. Width:455 mm+/- grooved lower lip of the horizontal starter bar. Install panel clips to top ship-lapped edge of panel at least every 16"to secure panel 3. Accepted sample may remain as part of Work. TFF'JB 1.3 QUALITY ASSURANCE B. Mock-up: At Owner's expense,provide a complete system sample of specified size using workmen,equipment and techniques proposed for to the wall. DATE use on the project. The completed mock-up shall become the standard of comparison for finished work for the project. 2. Vertical Orientation: C. Warranty: Furnish manufacturer's 10-year warranty providing coverage for sealers and accessories that fail to provide air and water tight seal, A. Comply with governing codes and regulations. Provide products of acceptable manufacturers,which have been in satisfactory use in exhibit loss of adhesion or cohesion,or do not cure. 1.8.2020 similar service for three years. Use experienced installers. Deliver,handle,and store materials in accordance with manufacturer's instructions. C. Workmanship shall be adequate quality to meet project specifications as determined by Owner. a. Begin installing first vertical siding panel by working from the left hand inside or outside corner. Seat flat edge of panel on vertical B. Use water-based products at occupied buildings,where volatile organic solvents are not permitted,and in areas where adequate ventilation 1.05 DELIVERY,STORAGE,AND HANDLING starter bar. install panel clips to the ship-lapped edge of the panel at least every 16"to secure panel to wall. Always install the first PART 2 PRODUCTS REVISION clip as close to the starter bar as possible,and no more than 3"above the starter bar. 2.1 MATERIALS is limited. A. Deliver manufactured materials in original unopened packages or containers,with manufacturer's labels intact and legible. C. Subsequent Panel Installation: C. Chloride-Ion Intrusion in Concrete for Horizontal Traffic Bearing Surfaces: NCHRP Report 244,Series II tests. Exterior Joints in Vertical Surfaces,Silicone: B. Protect materials from damage. 1. Fit panels tightly together on both horizontal and vertical joints ensuring that panel edges are properly seated in clips. 1. Reduction of Water Absorption: 80 percent. Manufacturers:Alcot Plastics Ltd.:Willseal LLC. C. Store sidingpanels horizontallyand under cover. Keepsidingpanels dryand off thegroundprior to installation to avoid moisture conditions 2. Continue using panel clips on ship lapped edges of panel as work proceeds along the wall. Correct installation of panels into clips will Materials: Two component silicone sealant. 2. Reduction in Chloride Content: 80 percent. create desired air cavity which allows for circulation of air. Clip must be attached within 3 inches of any panel end.Fasten clips to studs that could affect the quality of work. Siding panels are not to be stacked more than 2 pallets high. D. Mock-Ups: Provide mock-up as required to demonstrate quality of workmanship. using one screw per clip. Fasten clips to sheathing using two screws per clip. Exterior Joints in Vertical Surfaces,Urethane: D. Carry panels at mid span and on edge for ease of handling and to avoid breakage. 3. Install panels working left to right and bottom to top. Manufacturers:Alcot Plastics Ltd.;Backer Rod Mfg.Inc.;Top Gun Brand;Willseal LLC. PART 2 PRODUCTS 4. Apply sealer to field cut edges. Materials: Two-component urethane sealant. E. Siding panels contain silica. When drilling,cutting,or abrading siding panels during installation or handling,observe the following pp y g p 2.1 MATERIALS precautions: 5. Pre-drill panels prior to attaching with face nails or screws. Exterior Joints in Vertical Surfaces,Preformed Compression Seals: A. Water Repellents: 1. Work outdoors when feasible or in well ventilated indoor space. 6. Do not directly fasten any item to panels. Provide blocking behind panel and fasten objects through panels into blocking and building Manufacturers: Willseal LLC. 2. Wear a dust mask or use a respirator. frame. Panels are not structural sheathing. 1. Application: Vertical concrete surfaces. p Materials: Preformed precompressed foam sealant. 2. Type: Penetrating silane or siloxane. 3. Warn other workers and building occupants in the area. 3.04 MAINTENANCE Exterior Joints in Horizontal Surfaces,Urethane: 4. Advise building occupants to close windows in the immediate area of work. A. Review technical documentation for detailed instructions on care and maintenance of CERACLADTM fiber cementpanels. PART 3 EXECUTION Manufacturers: Schul international Company;Top Gun Brand;Willseal LLC. 1.06 FIELD CONDITIONS 3.05 CLEANING 3.1 INSTALLATION Materials: Self-leveling urethane sealant,ASTM C 920. A. Solid core fiber cement panels are not to be installed in regions averaging more than 80 freeze thaw cycles per year. Hollow core fiber A. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials with uniform A. Wipe off dirt with a cloth dampened with diluted neutral mild detergent. Do not use a solvent,such as thinner,or scrub panels with steel Exterior Paving Joint Fillers,Bituminous: cement panels do not have this restriction. Contact the manufacturer for more information. woolpad as this will damage the surface. Do not use a steam cleaner orpower washer,which can also damage the surface of the panels. Materials: Bituminous fiber. appearance. Coordinate with work of other sections. g g 1.07 WARRANTY B. If nailed or screwed sections become cracked,replace with new panels. Alternatively,minor surface cracks may be repaired with putty. Interior Joints,Limited Movement,Acrylic: SECTION 07 30 11-ROOFING UNDERLAYMENT A. Product Performance: 50 YEAR LIMITED WARRANTY-The Product shall not incur structural cracking,rot or delaminate under normal use Contact your local CERACLADTM representative. Manufacturers: Alcot Plastics Ltd.;PABCO Gypsum;Schul International Company;Toa Gun Brand:Willseal LLC. and wear and shall resist damage caused by termites for a period of 50 years under normal use. PART 1 GENERAL Materials: Acrylic-emulsion,ASTM C 834. B. Ceramic Coating: 20 YEAR LIMITED WARRANTY-The Ceramic Product finish shall retain its color and luster and shall not significantly peel, SECTION 07 62 00-SHEET METAL FLASHING AND TRIM k 1.1 SUMMARY Interior Joints,Sanitary Silicone: incur structural cracking or chip for a period of 20 years under normal use. =PART 1 GENERAL A. Ice&Water Shield underlayment. 1. Color fade shall not exceed color No.1-2 and E=9.6 in accordance with ISO 105-A02:1990-Test for color fastness,Part A02:Grey scale Manufacturers: Alcot Plastics Ltd.;GE Silicones. for assessing change in color for color integrity. 1.1 SUMMARY Materials: One-part mildew-resistant silicone sealant,ASTM C 920. 1.2 SUBMITTALS A. Product Data: Submit manufacturer's product data and installation instructions for each material and product used. C. CREATIV'M Product finish: 15 YEAR UNITED WARRANTY-The CREATIVTM Product finish shah not significantly peel,incur structural cracking A. Provide flashing and sheet metal. PART 3 EXECUTION BSAA or chip for a period 15 years under normal use. 1.2 SUBMITTALS 3.1 INSTALLATION B. Warranty: Submit manufacturers standard warranty. Include labor and materials to repair or replace defective materials. D. See WarrantyCard for fullproduct warrantydetails. ARCHITECTURE & PLANNING A. Product Data: Submit manufacturer's product data and installation instructions for each material and product used. A. Examine substrate;report unsatisfactory conditions in writing. Beginning work means acceptance of substrates. 1. Warranty Period: 5 years. PART 2-PRODUCTS BENNE R 1.3 QUALITY ASSURANCE B. Shop Drawings: Submit shop drawings indicating material characteristics,details of construction,connections,and relationship with B. Provide sealants in colors as selected from manufacturer's standards. ��•^++ 2.01 MANUFACTURERS adjacent construction. STANt.7E A. Com I with governing codes and regulations. Provide products of acceptable manufacturers,which have been in satisfactory use in C. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in p Y g g i with manufacturer's instructions. A. Manufacturers: Subject to compliance with requirements,provide products b one of the following: C. Samples: Submit two representative samples of each material specified indicating visual characteristics and finish. Include range samples proper relation with adjacent construction and with uniform appearance. Coordinate with work of other sections. Clean and prime joints,and similar service for three years. Use experienced installers. Deliver,handle,and store materials In accordance J p q p p y g if variation of finish is anticipated. install bond breakers,backer rods and sealant as recommended by manufacturers. ASSOCIATES PART 2 PRODUCTS 1. Basis of Design(Siding): KMEW USA Inc.,15359 NE 90th Street,Redmond WA 98052,http://www.ceraclad.com/. a. Primary Contact: Stan Rochlin. (425)260-3850. stan.rochlin@ceraclad.com 1.3 QUALITY ASSURANCE D. Depth shall equal width up to 1/2 inch wide;depth shall equal 1/2 width for joints over 1/2 inch wide. ARCHITECTS , INC. 2.1 MATERIALS b. Secondary Contact:Ron Loyd,CDT. (425)553-5780. Ron.Loyd@Ceraclad.com A. Comply with governing codes and regulations. Provide products of acceptable manufacturers,which have been in satisfactory use in E. Cure and protect sealants as directed by manufacturers. Replace or restore damaged sealants. Clean adjacent surfaces to remove THE WATERMAN BUILDING A. Self-Adhering Sheet Membrane Roof Undertayment: c. Substitutions: Not Permitted. similar service for three years. Use experienced installers. Deliver,handle,and store materials in accordance with manufacturer's instructions, spillage. 80 SE MADISON STREET 1. Manufacturer:GCP Applied Technologies,Inc. 2. Basis of Design(Soffits and Penetration Blocking): Jame s Hardie Building Products. www.jameshardie.com. PART 2 PRODUCTS SUiTE 430 2. Self-Adhering Sheet Membrane Roof Underlaymeni:Provide Grace Ice and Water Shield HT by GCP Applied Technologies,Inc with the a. Substitutions: Permitted. following characteristics: 2.1 MATERIALS SPECIFICATIONS PORTLAND, OR 97214 a. Material: Cold applied,self adhering membrane composed of an innovative and proprietary rubberized asphalt adhesive and B. Substitutions: Not Permitted. CONTINUED O N N EXT PAGE 503-670-0234 A. Flashing and Sheet Metal: FAX 503-670-0235 interwound with a disposable release sheet. An embossed,slip resistant surface is provided on the high performance film with UV 2.02 PERFORMANCE REQUIREMENTS barrier properties. 1. Application: Metal counterflashing and base flashing. bSQ@bsaarch.COm b. Membrane Thickness:40 mils(1.02 mm)per ASTM D3767 Method A. A. General Performance: Installed Fiber Cement Siding shall withstand exposure to weather and normal use without failure due to defective 2. Application: Built-in metal valleys,gutters,and scuppers. c. Membrane Tensile Strength:MD 33 lbf/in,CD 31 lbf/inch per ASTM D412 Die C Modified. manufacture. 3. Application: Gutters and downspouts. ARCHITECTURAL d. Membrane Elongation:250%per ASTM D412 Die C Modified. 1. Combustion Characteristics: Fiber cement siding shall be classified noncombustible according to ASTM E 136-Standard Test Method for 4. Application: Exposed metal trim and fascia units. /(/'�`�� Behavior of Materials in a Vertical Tube Furnace at 750 Degrees Celsius. 5. Application: Elastic flashing. S P EC I F I CATI V NS e. Low Temperature Flexibility:Unaffected at-20 degrees F(-29 degrees C)per ASTM D1970. 2. Flame Spread Characteristics: Fiber cement siding shall be classified"A"according to ASTM E84-Standard Test Method for Surface 6. Metal: Zinc-coated steel. f. Adhesion to Plywood:5.0 Ib/in.width(876 N/m)per ASTM 0903. Burning Characteristics. a. Standard: ASTM A 653,G90 hot-dip galvanized,2-Coat 70%Fluoropolymer,20-gauge(.0359 inch). g. Maximum Permeance:0.05 perms(2.9 ng/sgms Pa)per ASTM E96. a. Flame Spread: 0 h. Maximum Material Weight Installed:0.22 pounds/sqft(1.1 kg/sgm)per ASTM D461. b. Smoke Developed:0 PART 3 EXECUTION i. Service Temperature:260 degrees F(115.6 degrees C)per ASTM D1204 3. Wind Loaded Strength Characteristics:Fiber cement siding system shall resist wind load pressures in accordance with testing conducted 3.1 INSTALLATION j. Compatibility:Suitable for use under all types of sloped roofing with the exception high altitude climates where zinc,copper or per ASTM E 72-Strength Tests of Panels for Building Construction. A. Follow recommendations of SMACNA Sheet Metal Manual. Allow for expansion. Isolate dissimilar materials. Cor-Ten roof coverings are used. 4. Ignition Characteristics: Fiber cement siding system shall not ignite when tested according to NFPA 268-Standard Test Method for k. Adhesive:Rubberized asphalt adhesive containing post-consumer recycled content,contains no calcium carbonate,sand or fly ash. Determining Ignitability of Exterior Wall Assemblies Using a Radiant Heat Energy Source. B. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in I. Exposure:Can be left exposed for a maximum of 120 days from date of installation per ASTM G90-EMMAqua test. 5. Weathering and Color Fastness:Fiber cement siding system color fade shall not exceed color No.1-2 and E=9.6 in accordance with ISO proper relation with adjacent construction and with uniform appearance. Coordinate with work of other sections. m. Primer:Water-based Perm-A-Barrier WB Primer by GCP Applied Technologies,Inc. 105-A02:1990,Test for Color Fastness-Part A02;Grey scale for assessing change in color. C. Restore damaged components and finishes. Clean and protect work from damage. n. Code and Standards Compliance: Grace Ice and Water Shield HT meets the following requirements: • 2.03 FIBER CEMENT SIDING MATERIAL A0 1) ASTM 01970. A. Blend of Portland Cement,Wood Fiber and Lightweight Materials and Recycled Materials including Fly Ash,extruded into panels and • .2 2) 1CC-ES ESR-3121,per AC 48 Acceptance Criteria for Roof Underlayments used in Severe Climate Areas. pre-finished for installation in a Rain-Screen Exterior siding system suitable for new construction and renovation applications. 3) Underwriters Laboratories Inc.R13399-Class A fire classification under fiber-glass shingles and Class C under organic felt B. Profile:Contemporary Smooth,8 Reveal,Rustic Wood,and Zen Garden;CERACLADTM by KMEW. - shingles(per ASTM E108/UL 790). 4) Underwriters Laboratories Inc.Classified Sheathing Material Fire Resistance Classification with Roof Designs:P225,P227, C. Color: As indicated on the drawings. f:\2019 bsa projects\19-123 tigard towns square\19-123.1 ace hardware tigard towns sq\04a construction documents phase ii\19123.1 00.0 cover sheet.dwg 1 1/9/2020 3:16:09 PM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER S ANGE ASSOCIATES ARCHITECTS,INC. ...CONTINUED FROM PREVIOUS PAGE ,,��gE1D 4k r STHOMAS F.FALLON n SECTION 09 91 00-PAINTING PART 1 GENERAL e ry '') 0 . 1.1 SUMMARY a NO. 4787 i PORTLAND,OR 0 A. Provide painting and surface preparation. ‘,#)'� 0,�� 1.2 SUBMITTALS O F A. Product Data: Submit manufacturer's product data and installation instructions for each material and product used. B. Samples: Submit two representative samples of each material specified indicating visual characteristics and finish. Include range samples .IIIIIIIIIIIII if variation of finish is anticipated. mom (.1) 1. include manufacturers full range of color and finish options if additional selection is required. 0 C. Extra Stock: Submit 2 unopened gallons of each paint and color used in the project. 0 •� 1.3 QUALITY ASSURANCE v) C O "+"'"A. Comply with governing codes and regulations. Provide products of acceptable manufacturers,which have been in satisfactory use in 0 W 0 L.. similar service for three years. Use experienced installers. Deliver,handle,and store materials in accordance with manufacturer's instructions. B. Regulations: Compliance with VOC and environmental regulations. 6 PART 2 PRODUCTS E a 2.1 MATERIALS A. Painting: 00u L. 1. Application: Interior unfinished surfaces. 2. Application: Exterior unfinished surfaces. 2 />' L.1. 3. Application: Repainting of existing surfaces. 0 4. Primary Coating Type:Latex based paints. 0 5. Primary Coating Type:Zero VOC paints. _ 6. Primary Paint Systems:Primer plus two finish coats. J a Des c PART 3 EXECUTION /'�� 3.1 INSTALLATION igii E � W A. Inspect surfaces,report unsatisfactory conditions in writing;beginning work means acceptance of substrate. V♦ D E .11111r111111111 B. Comply with manufacturer's instructions and recommendations for preparation,priming and coating work. Coordinate with work of other /� sections. W ._ C. At existing areas to be repainted,remove blistered or peeling paint to sound substrates. Remove chalk deposits and mildew and wash all ��rrr V) ' surfaces with mild detergent. Perform related minor preparation including caulk and glazing compounds. Spot prime bare areas before priming C W and painting as specified. n, W D. Match approved mock-ups for color,texture,and pattern. Re-coat or remove and replace work which does not match or shows loss of „� -cs > adhesion.Clean up,touch up and protect work. 3.2 PAINT SCHEDULE0 II •..... r A. General: - 0) .0 1. Prime Coats specified below may be omitted where Factory-applied Shop Coatings have been applied by other Trades. '~ 2. Quantities of Coats specified below are minimum. Finished Work shall be even,uniform,and free from cloudy and mottled appearance. -0 C TUB Apply additional(4 minimum)Coats of any Deep or Bright Tone Colors where necessary to hide Substrate. 0 ..c ._ _ B. Minimum Dry Film Thicknesses specified below include Prime Coat and Finish Coats combined. U C. Exterior Galvanized Steel: 0 --0 v)v) (n 1. Latex Enamel L. 0 mum a. 1 coat Galvanized Primer,(MPI Product#134-Min.Solids Volume 38%&Max. VOC 100 grams/liter),followed by: 0 b. 2 coats Semi-gloss(MPI Level#5)Latex Enamel(MPI Product#11 -Min.Solids Volume 39%&Max. VOC 50 grams/liter) D N c. Minimum Total Dry Film Thickness: 4.0 mils •""' . D. Exterior Steel Handrails: 1 CO r--- I - _ _ 1. Polyurethane Enamel a. 1 coat Epoxy Coating(MPI Product#98-Min.Solids Volume 45%&Max. VOC 250 grams/liter),followed by: PROJECT NO. b. 2 coats High Gloss(MPI Level#7)Polyurethane Enamel(MPI Product#72-Min.Solids Volume 64%&Max. VOC 250 grams/liter) 19-123.1 c. Minimum Total Dry Film Thicknesses: 5.0 mils - DRAWN BY : E. All Other Exterior Ferrous Metal: 1. Latex Enamel TC,TFF a. 1 coat Bonding Primer(MPI Product#107-Min.Solids Volume 38%&Max. VOC 100 grams/liter),followed by: CHECKED BY : b. 2 coats Semi-gloss(MPI Level#5)Latex Enamel(MPI Product#11 -Min.Solids Volume 39%&Max. VOC 50 grams/liter) c. Minimum Total Dry Film Thickness: 4.0 mils TFF,JB F. Exterior Woodwork&Cementitous Materials: DATE 1. Alkyd Enamel 1.8.2020 a. 1 coat Exterior Alkyd Primer(MPI Product#5-Min.Solids Volume 75%&Max. VOC 200 grams/liter),followed by: REVISION : b. 2 coats Semi-gloss(MPI Level#5)Alkyd Enamel(MPI Product#81 -Min. Solids Volume 53%&Max. VOC 380 grams/liter) c. Minimum Total Dry Film Thickness: 4.0 mils G. Interior Gypsum Board: 1. Latex Enamel a. 1 coat Latex Primer(MPI Product#149),followed by: b. 2 coats Eggshell-gloss(MPI Level#3)Latex Enamel(MPI Product#145) c. Minimum Total Dry Film Thickness: 4,0 mils 2. Epoxy Enamel a. 1 coat Primer recommended by Enamel Manufacturer,followed by: b. 1 coat Satin-gloss(MPI Level#4)Water-based Epoxy Enamel(MPI Product#115) c. Minimum Total Dry Film Thickness: 5.0 mils H. Interior Galvanized Steel: 1. Latex Enamel a. 1 coat Galvanized Primer,(MPI Product#134),followed by: b. 2 coats Semi-gloss(MPI Level#5)Latex Enamel(MPI Product#11) c. Minimum Total Dry Film Thickness: 4.0 mils I. Interior Steel Handrails: 1. Polyurethane Enamel a. 1 coat Epoxy Coating(MPI Product#17),followed by: ... b. 2 coats High-gloss(MPI Level#7)Polyurethane Enamel(MPI Product#72) c. Minimum Total Dry Film Thicknesses: 5 mils J. All Other Interior Ferrous Metal: 1. Latex Enamel -_.__ B sikA a. 1 coat Rust Inhibiting Primer(MPI Product#107),followed by: b. 2 coats Semi-gloss(MPI Level#5)Latex Enamel(MPI Product#147) ARCHITECTURE & PLANNING c. Minimum Total Dry Film Thickness: 4.0 mils K. Interior Woodwork: BENNER 1. Latex Enamel S''' TA N G E a. 1 coat Latex Primer(MPI Product#5-Min.Solids Volume 75%&Max. VOC 200 grams/iter),followed by: ASSOCIATES b. 2 coats Semi-gloss(MPI Level#5)Latex Enamel(MPI Product#147-Min.Solids Volume 38%&Max. VOC 50 grams/liter) ARCHITECTS , INC. Minimum Total Dry Film Thickness: 4.0 mils THE WATERMAN BUILDING 80 SE MADISON STREET SUITE 430 PORTLAND, OR 97214 503-670-0234 FAX 503-670-0235 bsa@bsaarch.com END ARCHITECTURAL SPECIFICATIONS SEE CONSULTANT DISCIPLINES FOR ADDITIONAL ARCHITECTURAL SPECIFICATIONS SPECIFICATIONS AO .3 .. • f:\2019 bsa projects\19-123 Tigard towne square\19-123.1 ace hardware Tigard Towne sq\04a constriction documents phase ii\19123.1 a0.0 cover sheet.dw 1/9/2020 3:16:09 PM 9 g I ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER S.ANGE ASSOCIATES ARCHITECTS,INC. ��THOMAS F.F�ALLON�� o [ „..,.- `)-, ' -„A_f______o NO. 4787 Z 9 PORTLAND,OR 1'�, O F 0,<4 r:"" IjI II II ■ © INTERIOR LIGHTS UNDER iJ'� Mr INTERIOR ADJACENT PHASE ' PACKAGE r � CD SPACE N.I.C. EXCEPT f C/ AS REQUIRED FOR 0 +■ .- 10 STRUCTURAL, MEPF ,' VENTED CEMENTITIOUS SOFFIT _ O A4.3 DISCIPLINES PAINT TO MATCH CANOPY CHANNEL EXTENDS I I VENTED CEMENTITIOUS SOFFIT I NEW CANOPY - f ` 00 n� TO MEET CANOPY PAINT TO MATCH CANOPY CANOPY DRAIN CANOPY BRAIN CANOPY DRAIN % W 1 t ,,, ,,,,. „ ,,MIMI I! 0. E EOa �+ �.. r 1..... �� 4 �rrrr 1 n ( ,/ .r f/. .�.. iT1 /. _ _ Lu_,_ ''- - �„�, . 9I1i1ii; ñIu1iiuiiii ..:. I I I III I I III 1 I I , I I I / O a _ _IIIIIIII ,11111 111 ii 1"tm1111111111111[11. _ 1°410111 MM! _ - 0 0 (OPEN h0'-4" /2'-0"SL E GUTIfER I ~ , 1----- TEL 1 1 I ! I I I I / W �} NEW END / NEW I NEW .6kr iwr / ? H 0- LIGHTS OF I SLOIfE GUTTER, I NEW I I LIGHTS I I LIGHTS I flIII _; -TYP. - GUTTER CANOPY -TYP. ----- -TYP. - A M 0D 0SaIN U EQUAL 1 1' 0" 1 1' 0" 1 1' )" 1 1'-0" Jr EQUAL EQUAL 9' 0" 9' 0" jr EQUAL , EQUAL 10' 0" EQUAL I• 1111 �; " 3 - - Z / I, oa c 1 1 1I LIGHTS UNDER 0- EQ n, 0 ._ PHASE I PACKAGE ------ 1111 I I Q} VJ NOTES - CEILING PLAN mVI _ 11-1 I \--7° ' 7,1 0 - ,...., } 1. PAINT EXPOSED CONDUITS, RAIN DRAINS, ETC. AT UNDERSIDE OF CANOPY TO MATCH CANOPY. 4111 TRANSLUCENT ROOF EXISTING ADJACENT SOFFIT �� 2. DECK TO BE POWDER COATED TO MATCH FACE OF CANOPY STRUCTURE (SEE ELEVATION FOR COLOR). G.C.TO CONFIRM DURING BID 8 Q 6 © gh © 2 1 PANELS AND STRUCTURE N.I.C. C )NW n, PROCESS THAT THIS IS INCLUDED IN THE COST. Mr Mr VEr VEr MPA4.1 A4.1 UNDER PHASE I PACKAGE 1V CD 0 - �1. tri _ � PARTIAL REFLECTED PLAN0U - SCALE: 3/32" = 1' 0" \0(1 U r NORTH 7:3 L._ 0 0 - � U L 0) 3 o N NN WITH / �� / I 00 - I FINISH OUT EDGE WITH BRAKE METAL / NO © INTERIOR ADJACENT COORDINATE PHASE 1 SPACE N.I.C. EXCEPT j ` ' IMF AS REQUIRED FOR FE RAIN DRAIN, CLEANOUT / AA,,p.� PROJECT NO. STRUCTURAL, MEPF ACCESS PANEL THRU WALL / , ��1'` 10 DISCIPLINES (CENTER OF PILASTER SIDE) � ‘` ' p � 19 123.1 NEW SOFFITS ABOVEion - G , �'" DRAWN BY : LC)1 LA WV SEE FOR NEWONS &MEfALSWALLTURALI ; I t4-0"t ,/ i.g,� `R,�� TC, TFF NOTES - FLOOR PLAN U FRAMING AND STUCTURE AT a.. ... / CHECKED BY ANDLIS LLI ABOVE CANOPY \ /N ; Baa _ , _ - - - - �� .,. .�.'' - „�,, ��! TFF, JB 1. DIMENSIONS ARE TO FACE OF FINISH. FIELD VERIFY DIMENSIONS AT END-OF-STOREFRONT MEET POINTS (EDGE OF M.O.) TO PROVIDE A :. { CLEAN EDGE AND ADJUST PILASTER FRAMING LOCATION BASED ON MATERIAL THICKNESSES AND AIR-SPACE OF PRODUCT(S). - =: _ I `, is..._ "---1 ' ; DATE : 2. SEE PHASE I FOR PLAZA SCOPE AND COORDINATE INSTALLATION OF ALL NEW PLAZA CONCRETE WITH INSTALLATION OF UTILITIES NEW WALL FINISHES a i T ' N ' _ - �_�- - NEW WALL FINISHES �j OVER NEW STUDS \-1/ - - - r - I ( L j' 1 -0 -8 I5'18" I SEE ELEVATIONS & zf. 1.8.2020 /1/ NEW WALL FINISHES EW WALL FINISHES I / ,!' SECTIONS- EXTEND 0 `" REVISION : 0 1 1 6'-0" TO MEET STOREFRONT / _ _ PER ELEVATION PER ELEVATION ,� / A6.2 A6.2 \ UNDER SOFFIT QNEW CANOPY ABOVE TYP. of 4 NEW CANOPY ABOVENEW PILASTERS-TYPICAL oEXISTING STOREFRONT TO \ ALL STOREFRONT SCOPE IN /�j�w rdi TAI REMAIN AT THIS BUILDINGII PHASE I PACKAGE I FTI-E I I I w • z EXTENT OF FACAD _ REMODEL yr, ' `-" rl - CO 411, 8 ifitA6 © © Q 1 EXISTING TE AID FACADE N.I.C. Mir VW A4.2 / A4.i A4.1 I - I • 0 PARTIAL FLOOR PLAN SCALE: 3/32"= 1'-0" .\1(1 _, NORTH - i 3 _ . 4 , 7 G.l4...fr, r_3 D • INTERIOR ADJACENT FE '� ' SPACE N.I.C. EXCEPT � ,‘-‘P. ARCHITECTURE & PLANNING 5 AS REQUIRED FOR ` ' A35.1 \ STRUCTURAL, MEPF G�� •N BENNER DISCIPLINES EXISTING STOREFRONT EXISTING STOREFRONT 0' : 9 NP `'t b (SOME MODIFICATIONS/NEW $ 1� STA N G E NOTES - DEMO FLOOR PLAN Q IN PHASE I) ASSOCIATES ARCHITECTS , INC. 1. SEE THE DEMOLITION ELEVATIONS, DETAILS 4 & 5/ A3.1 FOR ADDITIONAL SCOPE. -,. .. -,---h_,-_ `- -- - _ - I - - _,....--In_ 51P�� 2. THIS SHEET SHOWS GENERAL DEMOLITION WORK TO BE PERFORMED AND DOES NOT RELIEVE THE CONTRACTOR FROM OTHER I I --* _.: o \\ i� I ` THE WATERMAN BUILDING DEMOLITION WORK REQUIRED TO PRODUCE THE BUILDING MODIFICATIONS SHOWN ON THE REMAINING CONTRACT DOCUMENTS, I I •i - � ' �J 80 SE MADISON STREET INCLUDING OTHER ARCHITECTURAL/BUILDING COMPONENTS, PLUMBING, HVAC, ELECTRICAL, FIRE LIFE SAFETY, ETC. I I j t \ , / SUITE 430 3. SEE ORIGINAL BUILDING CONSTRUCTION DRAWINGS OF EACH BUILDING FOR ADDITIONAL INFORMATION ON EXISTING _ Y PORTLAND, OR 97214 CONSTRUCTION AND REMOVE THE FULL DEPTH OF MATERIALS REQUIRED TO INSTALL THE NEW SYSTEMS WITH STRUCTURAL INTEGRITY ------- -- - I 503-670-0234 uN AND TO PROVIDE AN AIRTIGHT, WATERTIGHT ENVELOPE. EFAX 503-670-0235 4. METHODS AND SEQUENCE OF DEMOLITION AS RELATED TO INDIVIDUAL TENANT OPERATIONS ARE SUBJECT TO APPROVAL BY THE REMOVE EXISTING WING WALL EXISTING BIKE RACK EXISTING BIKE RACKS E GARDEN CENTER FRONT SIGNAGE bsa@bsaarch.com TENANT AND LANDLORD. (PHASE I) F'3/ BAND, FENCING, ETC. WORK IN 5. PROTECT ALL EXISTING CONSTRUCTION, LANDSCAPING, ETC., SHOWN TO REMAIN FROM DAMAGE DURING CONSTRUCTION, FOR REMOVE BRICK VENEER INCLUDING REMOVE EXISTING AWNINGS PHASE I PACKAGE. BUILDING FACADE El ® PARTIAL THE EXTENT OF THE PROJECT. 6. SHORING OF STRUCTURAL OUNDATIONS, STRUCTURES, AND/OR TRENCHING REQUIRED TO COMPLETE THE WORK DESCRIBED IN THE ABOVE/BELOW STOREFRONT SEE DEMO ELEVATION FOR ADDITIONAL DEMO BEHIND THIS AREA AND TIE-IN TO PHASE DEMO I GARDEN CENTER ROOF TO BE COMPLETED I CONTRACT DOCUMENTS, IS CONSIDERED A METHOD OR TECHNIQUE AND IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. IF A REGULATORY AGENCY REQUIRES A LICENSED ENGINEER OR ARCHITECT TO SUPERVISE, APPROVE,AND/OR PROVIDE DRAWINGS, REMOVE BRICK VENEER (INCLUDING ABOVE/BELOW STOREFRONT) /////7/ THIS PHASE (SEE ELEVATIONS, SECTIONS, ETC.) FLOOR, AND/OR CALCULATIONS FOR SHORING OF STRUCTURAL FOUNDATIONS, STRUCTURES,AND/OR TRENCHING,THEN IT IS THE SOLE - - 4 AND CEILING RESPONSIBILITY OF THE CONTRACTOR TO CONTRACT WITH THE ARCHITECT/ENGINEER. THE CONTRACTOR SHALL PROVIDE THIS WORK A3.1 c, .- - - A PLANS AS PART OF THE BID. 1 �0 i .. PARTIAL DEMO FLOOR PLAN SCALE: 3/32"= 1'-0' A2 . 1 __\„_(,) NORTH t:\2019 bsa projects\19-123 tigard towne square\19-123.1 ace hardware t]gard towne sq\04a construction documents phase 1\19123.Iphii a2 a3 plans elevations.dwg I 1/8!2020 4:10:12 PM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER S.ANGE ASSOCIATES ARCHITECTS,INC. NOTES - DEMOLITION FINISH SCHEDULE0 COLOR / FINISH SYMBOL ' c' v.,-0,DESIGNATION �c) . SEE THE DEMOLITION FLOOR PLAN, DETAILS 1 /A2.1 FOR ADDITIONAL SCOPE. r,"\ . t� EXISTING BRICK VENEER AND REMOVE EXISTING BRICK VENEER 2. THIS SHEET SHOWS GENERAL DEMOLITION WORK TO BE PERFORMED AND DOES NOT RELIEVE THE CONTRACTOR FROM OTHER Ak THOMAS F.FALLON (� EXISTING FINISH/COLOR TO REMAIN - PATCH/REPAIR TO � A PARAPET COPING TO REMAIN / 10'-0". AND PARAPET COPING DEMOLITION WORK REQUIRED TO PRODUCE THE BUILDING MODIFICATIONS SHOWN ON THE REMAINING CONTRACT DOCUMENTS, v MATERIAL SYMBOL DESIGNATION MATCH IF DAMAGED a �- - LOAD BEARING STUD WALL AND INCLUDING OTHER ARCHITECTURAL/BUILDING COMPONENTS, PLUMBING, HVAC, ELECTRICAL, FIRE LIFE SAFETY, ETC. Lin SHEATHING TO REMAIN 3. SEE ORIGINAL BUILDING CONSTRUCTION DRAWINGS OF EACH BUILDING FOR ADDITIONAL INFORMATION ON EXISTING NO. 4787 0 CONSTRUCTION AND REMOVE THE FULL DEPTH OF MATERIALS REQUIRED TO INSTALL THE NEW SYSTEMS WITH STRUCTURAL INTEGRITY 0 PROVIDE MANUFACTURER'S COLORS/TINTS AND TEXTURES •� PORTLAND,OR REMOVE EXISTING GIANT AND TO PROVIDE AN AIRTIGHT, WATERTIGHT ENVELOPE. W EXISTING BRICK B FOR? SELECTION ' ' ti 4): : - - - - " BRICK WING WALL 4. METHODS AND SEQUENCE OF DEMOLITION AS RELATED TO INDIVIDUAL TENANT OPERATIONS ARE SUBJECT TO APPROVAL BY THE O F 0� • 1 - EXISTING GARDEN CENTER BEYOND TENANT AND LANDLORD. f (INCLUDES SCOPE COMPLETED AM 5. PROTECT ALL EXISTING CONSTRUCTION, LANDSCAPING, ETC.,SHOWN TO REMAIN FROM DAMAGE DURING CONSTRUCTION, FOR © PRECAST CONCRETE WAINSCOT (THICKNESS VARIES BY • PHASE I) THE EXTENT OF THE PROJECT. LOCATION) v` NOT USED - - • A 6. SHORING OF STRUCTURAL FOUNDATIONS, STRUCTURES, AND/OR TRENCHING REQUIRED TO COMPLETE THE WORK DESCRIBED IN THE (/V) CONTRACT DOCUMENTS, IS CONSIDERED A METHOD OR TECHNIQUE AND IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. IF A © /�1 REGULATORY AGENCY REQUIRES A LICENSED ENGINEER OR ARCHITECT TO SUPERVISE, APPROVE, AND/OR PROVIDE DRAWINGS, FIBER CEMENT SIDING -CC BOARD FORMED CONCRETE D CERACLAD WARM GRAY NH5342A �v ! VJ • _ _ _ _ = W AND/OR CALCULATIONS FOR SHORING OF STRUCTURAL FOUNDATIONS, STRUCTURES, AND/OR TRENCHING,THEN IT IS THE SOLE •- RESPONSIBILITY OF THE CONTRACTOR TO CONTRACT WITH THE ARCHITECT/ENGINEER. THE CONTRACTOR SHALL PROVIDE THIS WORK v I r C AS PART OF THE BID. 0 AL 0 L FIBER CEMENT SIDING - CC ZEN GARDEN W CERACLAD CARAMEL NH4055U 0) n, : : >,1 1 40 0 Q) W © CERACLAD ASH (NUMBER VARIES BY PRODUCT) O a '_ FIBER CEMENT SIDING - CC 8 REVEAL © n LL. � o PARTIAL SIDE DEMO EXTERIOR ELEVATION 6 CERACLAD MEDIUM GRAY (NUMBER VARIES BY PRODUCT) 0L 0 — FIBER CEMENT SIDING CC CONTEMPORARY SMOOTH Q SCALE: 3/32"= 1' 0" L > d. REMOVE BRICK VENEER AND EIFS FACE CONSTRUCTION RETAIN STRUCTURAL BRICK CONSTRUCTION Ali © CERACLAD CI IARCOAL {NUMBER VARIES BY PRODUCT} 0 0 U ._. mr FIBER CEMENT PANELS - CC RUSTIC WOOD LOAD BEARING STUD WALL AND SHEATHING TO REMAIN D REMOVE PARAPET COPING REMOVE PARAPET COPINGa oes N8 NEW STEEL CANOPY WITH CABLE SUPPORTS, DECORATIVEPPG 100L 4 MERCURIAL {MATCHESC� ASH) 0, a)REMOVE BRICK VENEER /"/"-/-" REMOVE AWNINGS EXISTING LOAD BEARING W/I E MOUNTING PLATE TO MATCH FINISH - ALL POWDER COATED v REMOVE EIFS SIGN BAND SIT-RUCTURAL BRICK TO REMAIN r^ MA Di E 1 (- 7 7 - ' / ` EXISTING ALUMINUM STOREFRONT SYSTEM 0 r © PPG15 17 ELEPHANT GRAY (MATCHES CC MEDIUM GRAY) V)L A7 J to 0 n� 1TfITfTfTfTI1THTfTfTfTn HTfTfTfITfITfTfTfTEITfTfTTITEITfTnrfTfTfTTITfTH _TII I NEW METAL COPING w PPG1008-7 STONE'S THROW (MATCHES CC CHARCOAL) 0W IIIIIIII1111111111111111111111111111111lIIIIIIIIIIIIII1111111111111NIIN1111111111111111111111111 � i - __ ____ +____ r JIIJILIlUIUIUILIILIIUIUI 1U1U1U1U1U1U=i .1 IJ1 . Ji1IJ14_LL� 1LI1.JIU.�UIUIU1LJ -_ - 1 AM ilulU1 U1 U1 IJ1U1-�J1utol luaul lulU1 � UliJ1L _LLl1 _11 11 • 11 _ _ 1 1-_& U End---r "" 1 .. _. �. I NEW MISCELLANEOUS SHEET METAL (SEE DETAILS) - (/ ) = NOTES ELEVATIONS Q — �� r= '� _ i_ � ® I. WHERE A REFERENCED COLOR WHICH IS AN INTEGRAL COLOR FOR0) U _ _ 4-, .4., 1/ — / 1 •• •- EIFS CORNICE/ACCENT A MANUFACTURER PRODUCT (i.e. CeraClad), AND IT IS TAGGED TO �- A DIFFERENT ITEM SUCH AS EIFS,THAT ITEM SHALL BE PAINTED TO C 0 >f�l - - CI_ MATCH THE REFERENCED COLOR. CONSULT WITH ARCHITECT •.�. t 1 BEFORE UNDERTAKING TO PAINT METAL (EXCEPT WHERE POWDER L V EXISTING STOREFRONT TO REMAIN BEYOND FOREGROUND _wilif \ FOREGROUND WORK COMPLETED COAT IS AVAILABLE). D (/) (INCLUDES NEW AND MODIFIED IN PHASE I 0 1. STOREFRONT WITHIN SCOPE OF PHASE I 41 p FOR ACE HARDWARE T.I. 0) j O a PARTIAL FRONT DEMO EXTERIOR ELEVATION ; o = 4 SCALE: 3/32" = l'-0" PROJECT NO. 19-123.1 9 Alk88 « 6 © 0 © 0 DRAWN BY : Mr A4.3 BEYOND VW SIM A4.3 Mr nir VW Mr IZIF A4.1 TC,TFF 0 Q 6 \ 10\ 8 AIL ® 6 / 10\ Q 8 8 Q Q / 3 \ ® / to\ CHECKED BY : / W B W W B 0 0 0 E D K B TFF, JB J DATE : • EXISTING FACADE N.I.C. 1.8.2020 0 ® ! 8 10 0 I 1 ! I I It I - REVISION : I I I WI v v \ B / v I I I I I I I ( 1 0) -at I ..... .... .... IP I I I I EXISTING I . - - - ? " j-- - I ! *_ // \ f L - - ,- -_.7s ::r_I -: --' '-- -__ - - - - _ - - , ,_ „__ _ _ t.... 1 .: . . ... : . .p . f 1 U - . - . - —--- - 0 1 1 �\ 1. :__ J• - Ei- A- i.._ � - - , _ -. ' .. �- - -�, 7 �_-' 7_-- HI_- - - - v a �.� 10'-8 , T.'.iATERIAL CHANGE --II- 1 11.. U...4 :� -: — , . - I !_ - it1 - �• P a. I. t� pI il A _IR I I 1 A 4 I / MATERIAL CHANGE, i - - - - j � °� v D a i , + MC' tjz_i__0 I.O. STOREFRONT T I 11 • I I • • FIN.FLOOR �� 6 o ] \ B / ( B / \ © .� AL Illllllllllllllf B � B �M � B � B � B B ._, ILL, 3 1 PARTIAL SIDE EXTERIOR ELEVATION PARTIAL FRONT EXTERIOR ELEVATION 3 ellSCALE: 3/32"= 1'-0" SCALE: 3/32"= 1'-0" i BsAA II (E) PARAPET BELOW >..JJ I I © �— (E) BUILT-UP-ROOF (E) PARAPET BELOW NEW SLOPED PLATFORM ""------- (E) TPO ROOF ,G ARCHITECTURE & PLANNING NOV - (E) ROOF SLOPED BELOW .... WITH SINGLE PLY ROOF EXTENDED PARAPET �� BENNER 1 PARAPET WALL RETURN / SLOPED TO DRAIN W/ NEW PREFIN. MIL. PARAPET WALL RETURN ` � P 10 / COPING ~� , NEW PREFIN. COPING �N�'� Q� STANCE - TOWER VENTS @ 10' O.C. P�i P`1 ASSOCIATES A4.3 SIZED BETWEEN STUDS X 24" P°- \.°- I R�� ARCHITECTS , INC. I I I ,� 7 HIGH W/TPO COVERED SHROUD AI NOTES - ROOF PLAN A4.3 """ 7,50 nir THE WATERMAN BUILDING �� r �\ y r— 80 SE MADISON STREET 1. PATCH ALL HOLES IN ROOF AND/OR WALLS CREATED BY THE REMOVAL OF EQUIPMENT OR DEMOLITION WORK. PATCHED AREAS , SUITE 430 SHALL MATCH AND ALIGN WITH ADJACENT SURFACES, BE WATER TIGHT, AND SHALL NOT CREATE LOW-SPOTS / PONDING AREAS. \ / , PORTLAND, OR 97214 2. REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR THE LOCATIONS OF ITEMS BEING DEMO')AND FOR NEW -- NEW PREFIN. COPING - I ' 503-670-0234 ROOF PENETRATIONS. I I I I I I I FAX 503-670-0235 3. ALL EXISTING EQUIPMENT SHOWN IS APPROXIMATE IN LOCATION. GENERAL CONTRACTOR SMALL FIELD VERIFY EXACT TYPES, 1- BRACING- WRAP WITH DENS- BRACING- WRAP WITH DENS- bsa@bsaarch.com WEIGHTS, AND LOCATIONS. DECK AND FINISH WITH TPO, DECK AND FINISH WITH TPO, AND PROVIDE MFR'S WELDER) AND PROVIDE MFR'S \ ELDED BOOTS AT WALL MEETING BOOTS AT WALL MEETII`G = PARTIAL ROOF PHASE I 1100 fIEL W AND SICJ\IAGE BAND - 1I PLAN AND I I I ._ ELEVATIONS 1 1 1 - f • - I • 8 ga 6 5gh 3 2 1 A4.3 Mr VP A4.2War A4.1 A4.1 A4.1 A 3 . l PARTIAL ROOF PLAN 0 SCALE: 3/32"= 11-0" 177 \\ // f:\2019 bsa projects\19-123 tigard town square\19-123.1 ace hardware tigard town sq\04a construction documents phase ii\19123.1 a2 a3 pians elevations.dwg 11/9/20269:4255 AM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER S ANGE ASSOCIATES ARCHITECTS,INC. 41 THOMAS F.FALLON 0 0 V—, '-• 0 , NO. 4787 PORTLAND,OR c) ?'� O F O¢� • WV) Q} 7'-4" 3'-2" 7'-4" 3'-2" 7'-4" � ._. � / / / ' ` / (n o _i_ 4 4 4 0 0 BEYOND A6.1 8 BEYOND Ab.1 8 BEYOND A6.1 W i `D A6. SI 1 A6.1 0E a .N ` ...� .� ` 1.I. O 1 1 _# 32'-0" /� W T.O. FRAMING �� _I , ` -4 T.O. FRAMING ' �_ ''• I W (1) L I 1 I I L �' i - - - I14, / PRE-FINISHED WALL VENT, % \ PRE-FINISHED WALL VENT, STRUCTURAL FRAMING AND STRUCTURAL FRAMING AND I 0 0 r l SHEATHING \ SEE DETAIL 4/A6.1 SEE DETAIL 4/A6.1 L U �: SHEATHING SCHEDULED FIBER CEMENT SIDING f ISCHEDULED FIBER CEMENT SIDING f I 0- Ea (�� ON PROPRIETARY CLIP SYSTEM / ON PROPRIETARY CLIP SYSTEM / — W ON WATER RESISTIVE BARRIER {WRB} ON WATER RESISTIVE BARRIER (WRB) r/) :*�' SCHEDULED FIBER CEMENT SIDING `"' �� r...- D E W � BEYONDVA \ 9 \_ 9 \ PARAPET MEMBRANE /�� A6.1 A6.1 WALL FLASHING C W �j ^` r ♦ \ PARAPET MEMBRANE ....♦ \ Vj r ---1 __ WALL FLASHING - . _-1 r >CD 26' 0" - - �---7 _- _ 26' 0" _ - I --7.0 - _ --\` -4 B.O. FRAMING ` m B.O. FRAMING ` , m O c A6.1 A6.1 (� Ulf U _# (24:-1"1 V.I.F. - - (24' 1" V.LF. - - I I4 (24' 1" V.I.F. - - I I ] T.O. (E) MASONRY , .-v. ::4, T.O. (E} MASONRY T.O. (E) MASONRY -0 •.m•m 0_ I ►iii U :* '� 1 (t) MtM15KANt HVALL rLAJY1INC, ` f i (E) MEMBRANE WALL FLASHING �� (E) MEMBRANE WALL FLASHING L �ak �*s :% Jr ,--/- 2'-0„ = 2,-0„ > V) 5 - L 0 . A6.1 g .,A // (t) Kumar rKAMINL,, KUUr1N�, % (E) ROOF FRAMING, ROOFING, {E) ROOF FRAMING, ROOFING, O A ETC ETC CD 3 O 0 CIL ref •— I. m mO = a / j r 4 {20'-l0' V.I.F. - - . o I 120'-101V.I.F. - - _-- V/N - - _-- T.O. (E) DECK / -4 T.O. (E) D __ _ -# T.O. (E) DECK PROJECT NO. ��,,�� re•A ye666666s 66606`6. 61666 446166666 61 r ` IVA19-123.1 �1�G. ilii ss�s �i'i'ii��ay «! DRAWN BY : jrir __ 0` TC,TFF rA \ STRUCTURAL FRAMING AND ,r44it 2STRUCTURAL FRAMING AND ; \ CHECKED BY : SHEATHING r SHEATHING j TFF, JB % " A :1 DATE : 1.8.2020 a SCHEDULED FIBER CEMENT SIDINGr SCHEDULED FIBER CEMENT SIDINGA1 Ja: I REVISION ON PROPRIETARY CLIP SYSTEM ON PROPRIETARY CLIP SYSTEM SCHEDULED FIBER CEMENT SIDING ON WATER RESISTIVE BARRIER (WRB) ��i�MI* ON WATER RESISTIVE BARRIER (WRB] �,� PHASE I WALL FURRING _- r".) PHASE I WALL FURRING ____ % 241 PHASE I WALL FURRING A rerl PA: 6Mil - 6 6 � .' �' (E) STRUCTURAL BRICK WALL POLYCARBONATE ROOF PANELS A6.2 % A6.2 POLYCARBONATE ROOF PANELS A6.2 SIM. ' j. POLYCARBONATE ROOF PANELS A6.2 SIM. SA�� COMPLETED IN PHASE I COMPLETED IN PHASE I '� COMPLETED IN PHASE I 7A (TIE-IN (N) FLASHING) 't (TIE-IN (N) FLASHING) - ♦ // _ (TIE-IN (N) FLASHING) - ♦ � \ - � ( ( M a PHASE I GARDEN CENTER ROOF H� PHASE I GARDEN CENTER ROOF r PHASE I GARDEN CENTER ROOF NH FRAMING ♦..1) / rfaAFRAMING ♦ / 6' FRAMING EXISTING ♦ A EXISTING I EXISTING T.O. BEAM /� 4 T.O. BEAM ..i'r 4 T.O. BEAMt % r' 8 ` k' 9 ri A6.2 % +i_ _ re ...„5- f A. erci \ - 4, Tii 3 .vol' It __* ALIGN W/ M.O. - - 1. - .v epi . 1 I A B.O. FINISHED SOFFIT S. flu / BSAA rd rgeil .a ARCHITECTURE & PLANNING BENNER 12.! WirA STANGE 4. 4 ASSOCIATES 0 18 4: (N) 2" PRECAST CONCRETE (N) PRECAST CONCRETE ARCHITECTS , INC. WAINSCOT PANEL `e/. (N) 2"PRECAST CONCRETE A6.1 t WAINSCOT PANEL BEYOND (E} STRUCTURAL BRICK WALL WAINSCOT PANEL - - ` '/ff/ PHASE i AUTOMATIC THE SE MADNISON BUILDING �' \ r I (E) STRUCTURAL BRICK WALL ENTRANCE DOOR 80 SE MADISON STREET 3' 4" ` J I SUITE 430 ___,# PORTLAND, OR 97214 M. PHASE I FURRING r PHASE I FURRING 503-670-0234 T.O. CONC. - - _ �' ' FAX 503-670-0235 , ':1%, Priff bsa@bsaarch.com r liet M A6.1 WALL __40' 5° _ _ . . . , _# U-5" I qI • . }__ __ ° -_ 0'-5„ - - ! SECTIONS T.O. (E) FIN. FLOOR V.I.F. . . .. • . . • ` ° ` • •• . . •. - .', ` T.O. (E) FIN. F'OOR V.I.F. •' r -- _ -` • ' jI T.O. (E) FIN. FLOOR V.I.F. tl . •• , • •' , • . •. g \ 0 ------------------------\-- 10 .- (E) SLAB, FOUNDATION / . . 0 / AND FOOTING N) CONCRETE PLAZA (E) SLAB, FOUNDATION ( AND FOOTING (N) CONCRETE PLAZA , AND FOOT NGDATION 44111111 (SEE PHASE I DRAWINGS) (SEE PHASE I DRAWINGS) A4 . 1 ACE ACE ACE WALL SECTION0 WALL SECTION WALL SECTION SCALE: 1/2"= 1'-0" SCALE: 1/2"= 1' 0" SCALE: 1/2"= 1'-0' f:\2019 bsa projects\19-123 tigard town square\19-123.1 ace hardware tigard town sq\04a construction documents phase ii\19123.1 04.xsections.dwg 11/9/2020 1:52:31 PM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER S ANGE ASSOCIATES ARCHITECTS,INC. GOD AR 41 THOMAS F.FALLON(' 0 ti 0 NO. 4787 7 PORTLAND,OR c, V) W 4 0 ! 3 2 / / 3 2' X / 3'-T / • _I- ° 4 4 40 W N L 8 BEYOND A6.1 8 BEYOND Mr 8 BEYOND ff E 0 A6.1 A6.1 A6.1 a _+ 32'-0" _ _ _ii, 32'-0" 0 0 0 _ _ I .p, 32'-0" 1 --- i n1 L T.O. FRAMING > CY) __ - - 1 T.O. FRAMING i I _^ - 1 T.O. FRAMING 1 j -- -- - 1 W I 1\ 1 ! ! Err, PRE FINISHED WALL VENT, , r PRE-FINISHED WALL VENT, , mi . . I PRE-FINISHED WALL VENT, STRUCTURAL FRAMING AND \ :::;; ING STRUCTURAL FRAMING AND 0 0 r lU - 1 3 a cid c SCHEDFIBERCING G\ _ P SYSTEM ON PROPRIETARY CLIP SYSTEM W ON WATER RESISTIVE BARRIER (WRB) ON WATER RESISTIVE BARRIER (WRB) ON WATER RESISTIVE BARRIER (WRB) S • fn ! \ • a _ H� .) PARAPET MEMBRANE PARAPET MEMBRANE PARAPET MEMBRANE J 10 WALL FLASHING 10 WALL FLASHING WALL FLASHING (N C 0 0 A6.1 \ \ A6.1 . . �, �. .. , (N ` I 1 1 (N V ) = C 0 1 1 1 Er U — .4 24'-6" - - 1 44 - 1 24' 6' - - 1 %%i - - 0) ;+=. T.O. FRAMING \ I •• ______t m T.O. FRAMING \ I :;+;: - _i_.‘ -1 m E 0 - (� r Alk (N lra `� ... �, A6.1 , �, A6.1 A6.1 ...., IZ (E) MEMBRANE WALL FLASHING (E) MEMBRANE WALL FLASHING • {E] MEMBRANE WALL FLASHING U / / --- / V? (22'-8"] V.I.F. _ ► I4 122'-8"1V.LF. I = I 4 (22' 8" V.LF. _ ►=� 0 L .4 T.O. (E) MASONRY (E) ROOF FRAMING, ROOFING, ,p. (EMASONRY f (E) ROOF FRAMING, ROOFING, T.O. (E\ MASONRY I •-4 CD 3 O \ / / ? / {E] ROOF FRAMING, ROOFING, N ETC ETC1.? ETC r , . � NO � 5� 1— LU I (20'-8 3`4" V.I.F. _ _ --- (20' 8 3(4") V.LF. _ _ _ %%� . __# [20'-8 3(4" V.LF. ___ PROJECT NO. T.O. (E) DECK --- -...� • T.O. (E) DECK �, T.O. (E) ©�CK - • - P 64�� /%1�° '� •� + '� �� _ 19-123.1 DRAWN BY : 'pi: , Witt TC,TFF STRUCTURAL FRAMING AND STRUCTURAL FRAMING AND STRUCTURAL FRAMING AND CHECKED BY : SHEATHING SHEATHINGFri SHEATHING rR \ Jik ,M TFF, .IB 4. DATE . : :, A: 1.8.2020 SCHEDULED FIBER CEMENT SIDINGS r SCHEDULED FIBER CEMENT SIDING SCHEDULED FIBER CEMENT SIDING REVISION : ON PROPRIETARY CLIP SYSTEM ON PROPRIETARY CLIP SYSTEM %/J ON PROPRIETARY CLIP SYSTEM ON WATER RESISTIVE BARRIER (WRB) •4 ON WATER RESISTIVE BARRIER (WRB) ON WATER RESISTIVE BARRIER (WRB) r A 4 - : 'RA PHASE I WALL FURRING PHASE I WALL FURRING PHASE I WALL FURRING m m 1 A, : r A: : A6.1 rA : : ,w/A. :, Vi (E) STRUCTURAL BRICK WALL re (E) STRUCTURAL BRICK WALL (E) STRUCTURAL BRICK WALL - -., � - A? "al „L.. i .� • A: : rAl A:60 14 1 14 - !V A:_i %/% A6.1 ♦... I 9 A6.1 •. rift:_ * A6.2 SIM. A6.1 i .� ' v I/ s ! 1 1 1 1 !'� r B.O. CANOPYI I B.O.CANOPY I J 1 _��4'`'��'- rA�►'�,', ALIGN WITH STOREFRONT ♦ - ♦ �� ALIGN WITH STOREFRONT ♦...r - I l I 3 r W1+t ® is • -- ,I �r � � � - PMS BSAA A6.1 _ I 6 �I� 6' 0" �� - r i� 6'-0" ! z ARCHITECTURE & PLANNING / - - . y r k• yr BENNER r STANCE ASSOCIATES 1 --- - -2 r A' ': -` - . T (N) 2"PRECAST CONCRETE V ARCHITECTS , INC. 'a (E) AND/OR (M) STOREFRONT (E) AND/OR (M) STOREFRONT WAINSCOT PANELS �% THE WATERMAN BUILDING • -- (PHASE I) (PHASE IJ PRICE CUSTOM FORMED PANEL NC %Mss 80 SE MADISON STREET r - TO CONFORM TO GRADE CHANGE ,/ - Pr SUITE 430 - _n PORTLAND, OR 97214 �\ r ,t 503-670-0234 z \ o FAX 503-670-0235 - bsa@bsaarch.com 03 �' , WALL ZQo A6.1 1. ; Q > � C) I SECTIONS TT.O. (E) FIN. FLOOR / T T.O. (E) FIN. FLOOR 0.-o..) r A:-: T.O. (E) FIN. FLOORFIE1111:7H -fly, 5211 (N) CONCRETE PLAZA (E) SLAB, FOUNDATION (N) CONCRETE PLAZA (E) SLAB, FOUNDATION (SEE PHASE I DRAWINGS) AND FOOTING AND FOOTING GRADE VARIES AT PLAZA HERE (SEE PHASE 1 DRAWINGS) (N) CONCRETE PLAZA A SLAB, FOUNDATION (SEE PHASE I DRAWINGS) AND FOOTING A4 . 2 ACE ACE ACE WALL SECTION WALL SECTION WALL SECTION 4 SCALE: 1/2"= l'-0" SCALE: 1/2"= 1'-0" SCALE: 1/2"= 1'-0" t;\2019 bsa projects\19-123 Tigard towne square\19-123.1 ace hardware Tigard towne sq\04a construction documents phase ii\19123.1 a4xsections.dwg 11/9/2020 1:52:31 PM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER S'ANGE ASSOCIATES ARCHITECTS,INC. BRED AR JTHOMAS F.FALLON�� o If e � 0 - � to NO. 4787 O PORTLAND,OR V Imims �- (/J 6 Q) . 0A6.1 ..... . . ..‘,, 00 L 32 0 VJ T.O. FRAMING E_ ' i U Q t 0 -0p SCHEDULED FIBER CEMENT SIDING WCD L _____.• /1 ON PROPRIETARY CLIP SYSTEM , - 0- / ON WATER RESISTIVE BARRIER (WRB) I- METAL STUD FRAMING, SEE STRUCTURAL I 9 0 0 0c5 . A6.1 SIM. D a 06 . MEMBRANE WALLW .. T.. FLASHING I 0 i D E -I-- SIM. A6.1 i :4FEiELR 10 . 0 (N) P.T. SLEEPERS (SEE STRUCT) N, - '�, C W a) I 0(N) TPO ROOFING A6.2 (N) RIGID INSULATION & COVER 5 ' , ! V) i C BOARD, TAPER TO TRANSITION TO ` I SEE OTHER SIDE 0 EXISTING LEVEL t i 0 U OF WALL FOR «..,� NOTES NOTE:THE EXISTING ROOF AT THIS ;'- (E) TPO ROOFING, WELD SEAM i BULDING IS A BUILT-UP-ROOF. NOTE: THE EXISTING ROOF AT THIS U (MIRROREDgai BULDING ISA BUILT-UP-ROOF. (NOT SHOWN) TO NEW ROOFING • e CONDITION) © mgC) C o ro A6.2 A6.2 •— U i4 L. —0 .. — — ...N ... — — ...,,14. Ci . VARIES i`.'.04•44•44•4 ,04 a• .441:0$$$$$:4"••. _ __43 _ _ [22' 0" V.I.F.V.LF. r (22' 0" V.I.F. nn T.O. (E) DECK "�""""�'"' .�. - T.O. (E) FRAMING ...4-• T.O. (E) FRAMING i ;; 0) ] V 4 i CN (E) ROOF I * z 'a.• I %i =r. FRAMING s • , jr PROJECT NO. SCHEDULED FIBER CEMENT SCHEDULED FIBER CEMENT 19-123.1 SIDING ON PROPRIETARY SIDING ON PROPRIETARY ra I:41 CLIP SYSTEM ON WATER CLIP SYSTEM ON WATER DRAWN BY : ACE RESISTIVE BARRIER (WRB) RESISTIVE BARR#ER (WRB) TC,TFF PARAPET WALL RETURN SECTION 0/SHEATHING _, 0/SHEATHING al CHECKED BY : SCALE: 112"= l'-0" TFF, JB DATE : 1.8.2020 6 NEW REVISION : A6.1 NOTE:THE EXISTING ROOF AT THIS 3 5/8"METAL STUDS _ @ 16" O.C. NEW 3-5/8"METAL STUDS X04 iir BOLDING IS BUILT-UP-ROOF. - rI� 8"METALSTUDSQSIM — @ 16"O.C. -111 ! po.„ 1 A6.1 ` T 40 `1� 0. - EXISTING LOAD -► EXISTING LOAD BEARING WALL AND BEARING WALL AN SCHEDULED FIBER CEMENT 51DINGINTERIOR FINISHES, ',SO•+ INTERIOR FINISHES, NNN ON PROPRIETARY CLIP SYSTEM 4 0I ' ROOF ROOF STRUCTURE, •-41 ROOF STRUCTURE, ETC. (N.I.C.) 4 Is, •i ETC. (N.I.C.) �` ON WATER RESISTIVE BARRIER (WRB) A6.1 ` EXISTING TUBE STEEL A6.2 4*; 00.1 M 00000 ..r .M.M. !Iff Allik 1711 METAL STUD FRAMING, I b - 1 A6.1 1 1 SEE STRUCTURAL I ' Ir m-0....13 ', ; B.O. CANOPY I 1 I =be i B.O. CANOPY ALIGN WITH STOREFRONT ` . ♦ • _ ALIGN WITH STOREFRONT II - METAL STUD FRAMING, 1 ', SEE STRUCTURAL 9NEW STRUCTURAL -Co 5-0" TUBE STEEL , fWim' 1. gsAA, EXISTING STOREFRONT ARCHITECTURE & PLANNING BENNER {E) PARAPET COPING SCHEQULEQ FIBER CEMENT ' STAN G E '� SIDING ON PROPRIETARY ASSOCIATES CLIP SYSTEM ON WATER ARCHITECTS , INC. I WAINSCOT 3" PRECAST CONCRETE RESISTIVE BARRIER (WRB) O/SHEATHING IE ,, PANELS ; �. �- s THE WATERMAN BUILDING � 7' 1 PRICE CUSTOM FORMED PANEL © 80 SE MADISON STREET TO CONFORM TO GRADE CHANGE SUITE 430 0 •j I • X� �.. + A6.2 (N) 2" PRECAST CONCRETE yl EXISTING LOAD T PANELS - PRIACE CUSTOM FORMED PANEL PORTLAND,503-670-0234 BEARING WALL TO CONFORM TO GRADE CHANGE .ail FAX 503-670-0235 ` SIM. � AND INTERIOR - bsa@bsaarch.com 411 , \ = FINISHES, ETC. (N.I.C.) s g WALL � 19 T� W. (E) WALL CONDITION A6.1 SIM. _ w4I SECTIONS I . ( -0'-8") V.I.F. • ` - ,[ 0'-8") V.I.F. T.O. (E) FIN. FLOOR °� (E) ROOF STRUCTURE \ I ., -1+ T•O. (E) FIN. FLOOR W' •-.. ... , , / 4.. • I 1 ` .d a I A4 . 3 ACE ANYTIME FITNESS ANYTIME FITNESS PARAPET WALL RETURN SECTION0 8 WALL SECTION 9 WALL SECTION SCALE: 1/2"= 1'-0" SCALE: 1/2"= l'-0" SCALE: 1/2"= 1'-0" 1:\2019 bsa projects\19-1231igard towns square\19-123.1 ace hardware tigard towns sq\04a construction documents phase ii\19123.1 a4.x sections.dwg 11/9/2020 1:52:31 PM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER S.ANGE ASSOCIATES ARCHITECTS,INC. If WALL FLASHING over EXT.SHEATING, 1� 6" < (WRAP FLASHING OVER T.O.PARAPET) BRED 'I TIE 3" 3" SEALANT AROUND TOP and 4 PRE FINISHED METAL COPING, SEE DETAIL 2/A6.1 (SIM.) N _ �c�`t '7r� ,f' / SIDES, LEAVE BOTTOM OPEN CENTERLINE OF GUSSET PLATE, SEE DETAIL 4/A6.1 HOT-AIR WELD ti FOR DRAINAGE �^ TIE ROD and HSS HOT-AIR WELD W�THOMAS F.FALLON (.. \ \ , , 1 , / x , 1 , Y �� THREADED ROD, sEESEcrION / CONT. ALUMINUM CLIET w/ FASTENER at 18" O.C. w/ _ 0 ,e) CLEVIS ROD GUSSET PLATE, I SEE DETAIL 14/A6.2 SLOPE 4' per 12" INTEGRAL NEOPRENE WASHER over MEMBRANE ADHERED �� /146-4,./4gNI _/-' ReCOV U, 7--t--4-1----°R � w/VOC COMPLIANT BONDING ADHESIVE to"Z"FLASHING MSCeR NO. 4787 SEALANT (ALL EDGES WHERE ^� y4N/ �pQPORTLAND,OR6 _ SEE _ _ _ _ _ _ _ DECK IS WELDED, EXCLUDING TO. PARAPET = _ PRE-FINISHED COUNTER FLASHINGCSECTIONS ( - # - EDGE AT DRAIN). 4SEE ELEVATIONS � SET ON SELF ADHERING TAPE [LAP 6"] �q��i;� O F Ill- t��i,, °/ 1��,1 //�i-'� CORRUGATED DECK II BACKER and SEALANT ` _ , ate �4� / +.. i, i * STEEL PLATE w/ GUSSET, OPP. SEE STRUCTURAL FOR I ' I d� 40:4.4.•:11:4:-.- ...,_7, 1 r� 1 . 4141't SEE STRUCTURAL PRE FINISHED i \\ `� .• 11140 - 0% • CONNECTION I PRE FINISHED SHEET METAL . ♦ . ,�1 1/ • *•. "� N 1METAL WALL VENT, �` METAL DECK, `/ = '• !1t •i•. �r ._ _ _ � WIND/RAIN HOOD _•.► SEE DETAIL 4/A6.1 I SEE STRUCTURAL ``�_ ♦+�'��•• •� +a+`'••• `` -,;.. N ' (SEE ROOF PLAN �_-- d♦•+•• l•" 1" WELD 5/8"0 BOLD HEADS [' WASHER TO PLATE ) �.s. -� PRE FINISHED VENT W/STORMPROOF a�0 •••�w�i� 0 `^ FASTENED THROUGH TOP FLUTES, - +`J ♦- �+ VENTS and ANTI INSECT SCREEN SEE MFR.and SPECIFICATIONS ` � SCHEDULED FIBER CEMENT I �‘ �� "'- SIDING over PANEL CLIPS \� `� I SET ON SELF ADHERING TAPE �� BRAIN OPEN TO BELOW (BLOCK AS NECESSARY) AXON R-19 INSULATION � C a } PRE-CAST CONCRETE PANELS over WATERPROOF SYSTEM over PANEL CLIPS over MEMBRANE over EXT. f' I `. I0 0 Pp ETT-\ 6.1 ,...„./ WATERPROOF MEMBRANE over L I 0 GUSSET PLATE, SEE 1 1/A6.2 SHEATING over FRAMING, / , \ \� \, EXT. SHEATING over FRAMING and STRUCTURAL DRAWINGS SEE DETAIL 1/A6.2 \� 8" W �' I MEMBRANE CLAD METAL FLASHING. ° �� I 6"MIN FOR TPO CHANNEL-SEE STRUCTURAL \� 1 __ PROVIDE BACK LEG at SILL.SHIP LAP ' EL E O STEEL FRAMING, �-� 2 3/8 IN. 1, SEE ELEVATIONS SEE STRUCTURAL _ _ �, CONSTRUCTION JOINTS 1"MINIMUM. y �4 SEAL FULL LENGTH OF ALL JOINTS 1 INCH O THREADED TIE ROD SUPPORT S (MINIMUM SPACING FOR DISC)st n 1 A6 1 WALL FLASHING over EXT. SHEATING, WALL FLASHING over EXT.SHEATING, (WRAP I (1.) �JAND METAL CLEVIS, (WRAP FLASHING OVER T.O.PARAPET) FLASHING OVER FRAMING OPENING) L �I SEE DETAIL 2/A6.1 (SIM.) �- r STEEL FRAMING, SEE STRUCTURAL I 1 L. > i= (PLAN) I I 1 3 INCH DISC PLACEMENT LINE 0 O d4- CANOPY TIE ROD (ELEV.) CANOPY TIE ROD TOWER PARAPET SECTION d TOWER VENT ® FASTfNERANDDISC ] 061 6 SCALE: 3"= 1'-0" SCALE: 3"= 1'-0" SCALE: 1 1/2" = 1' 0" T SCALE: 1" = 1'-0" K J = EDGE OF 8070M MEMBRANECT E 0 0 V FRAMING, SEE STRUCTURAL DRAWINGS I NEOPRENE SEALANT 1 INCH DISC PLACEMENT LINE PRE-CAST CONCRETE PANELS - STRIP at CONCEALED SYSTEM over PANEL CLIPS over METAL WALL FRAMING, SPLICE PLATE ` F�Fz4 yF I S - Aa V) } WATERPROOF MEMBRANE over EXTERIOR SIDING PANEL SYSTEM \ ' SEE STRUCTURAL EXT.SHEATING over FRAMING �i ,G 'Q/ { I EXT.SHEATING over FRAMING / BASE SILL J �, Sed �� A FY PLAN VIEW ��/// over PANEL CLIPS over i FLASHING WATERPROOF MEMBRANE over ,( L. Q`P' n EXT.SHEATING over FRAMING C_ SCHEDULED FIBER CEMENT SIDING 1 \ \ W n� ` over PANEL CLIPS over WATERPROOF \ HOT AIR WELD RECOVER PROTECTION BOARD INSULATION FASTENER and VJ �1 718" 2 314" LE PEEL and STICK FLASHING MEMBRANE over EXT.SHEATING \ \ [ 2" ] 1„ PLATE 1 PER 8 SQ.FT. g y (LAP 3" EA. WAY) BASE SILL FLASHING over FRAMING, SEE DETAIL 1/A6.2 ` \ \ ,it,/- WALL FRAMING,BEAMSTRUCTURAL and \ THERMOPLASTIC ROOF r � --- PREFINISHED METAL - SEE STRUCTURAL for \ MEMBRANE �+ ! _ FRAMING, FLASHING (4"VERT) J ALL ACTUAL CONDITIONS BASE SILL FLASHING O �,, SEE STRUCTURAL 2 /2" I and CONNECTIONS \ \ U J `� 13�o j� \ 1/2"CER. DRAINAGE i I ' : . I 0) .- - 16 z ¢ CHANNEL _ \ I c_l + A \\ 1 1 Iii 1 mil t rill ' I III U rr A6.1 �1 \ -- \ VERTICAL SELF ADHERED N g t I I �♦.�.♦� ♦♦�.♦.♦� ♦ r ~ 4 112" �� FLASHING (LAP 6") 1 LC•1 g ��....41,& .♦♦ ' . ID ig...mi 0- Z \ \ CENTERLINE OF GUSSET - \ 7 �` 10 ' rL.. 73. OU \4 \all PLATE, CLEVIS and ROD `�� SELF ADHERED FLASHING WEEP OPENING ��1 .� 1� .� SEE STRUCTURAL [WRAP VERTICAL) ._ t0 L Gi SELF-ADHESIVE COUNTER 1314"MIN. • .-NFLASHING [LAP 2"} /STRUCTURAL DECK \ PAN DECKING 6„ SHAPED CLEAT, AXON �� 1 114 MAX. a0) 3 c- I STEEL PLATE and BRACING, r j : SEE DETAIL 6/A6.1 , R 19 ROOF INSULATION {MIN.) • (� SEE STRUCTURAL \ CEMENTITIOUS BOARD over / MFR.APPROVED FASTENER AND PLATE @ 12"O.C. `O 2 1/2" . I • EXTERIOR FOAM CLOSURE EXTERIOR SHEATHING , SLOTTED HOLES SECTION / `� I j STRIPS SET IN SEALANT f / for FASTENERS • / A FOR ATTACHMENT AND SCHEDULED FIBER CEMENT SIDING , COPING GAP per SEASON / MEMBER INFORMATION \ over PANEL CLIPS over WATERPROOF f 6" / 4METAL SPLICE PLATE PROJECT NO. NOT SHOWN, SOFFIT FRAMING, MEMBRANE over EXT. SHEATING NEOPRENE to MATCH COPING SEE STRUCTURAL � ` ' iIIIIIIIIIIIIII I II I I I I I I I I I I I I I I I I I Il SEE STRUCTURAL aver FRAMING, SEE DETAIL 1/A6.2 NOTE: 19 123.1 SEALANT w/ ALL PROVIDED DETAILS DEPICT A SINGLE LAYER OF INSULATION SHOWN BACKER ROD 13 FRAMING, SEE STRUCTURAL METAL COPING, SEE DETAIL 6/A6.1 FOR CLARITY,THE INSULATION VALUE FOR THE ENTIRE ROOF SHALL SEE 16/A6.1X 1 A A LAP SEAMING SPLICE COMPLY W/THE STATE ENERGY CODE: EQUIVALENT,SEE SPECIFICATIONS DRAWN BY . A6.1 CEMENTITIOUS BOARD DRAWINGS _ 1- SECTION '� TYP. SECTION PLATE NOTE: GAP COPING AS REQUIRED TC,TFF PER SEASONAL INSTALLATION CANOPY TIE ROD CANOPY CONN . @ STL. BEAM 9 ACCENT STEP at FACADE COPING SINGLE PLY ROOF SYSTEM CHECKED BY SCALE: 3" = 1,-0" 49 N.T.S. SCALE: 3" = 1' 0" SCALE: 3" = 1' 0" SCALE: 1" 1' 0" TFF, JB FRAMING, SEE STRUCTURAL DRAWINGS ^ DATE SCHEDULED FIBER CEMENT SIDING SEE SECTION �` I SHAPED CONT. GALVANIZED over PANEL CLIPS over WATERPROOFf /I- q2 • Y HOEDOWN CLEAT 20 GA., ADHERED w/ VOC COMPLIANT 1.8.2020 F.O."C"CHANNEL WEB SCHEDULED FIBER CEMENT SIDING WHERE BONDING ADHESIVE, WRAP MEMBRANE over EXT. SHEATING NAILED 8" O.C., SEE BELOW"A" FLASHING UP and OVER TOP REVISION : over FRAMING,SEE DETAIL INC A6.1 over PANEL CLIPS over WATERPROOF OCCURS 1"Cd THREADED SMOOTH MEMBRANE over EXT. SHEATING STEEL TIE ROD PRIMED over FRAMING, SEE DETAIL 1/A6.2 N ) I g GRID 2"x T.P. TERMINATION NAILER THERMOPLASTIC BASE FLASHING, PEEL and STICK COUNTER �� 2" 2" �� / I g BLOCK, FASTEN to STEEL TOP PLATE ,.: SEE DETAIL 3/A6.1 FLASHING (WRAP STEP) WALL FINISHES �, ::::;: .. . ... PRE FINISHED METAL �- I �' co ..::::::. :.,,,...:,.. (NTC') #3 CLEVIS PAINT FLASHING w/ DRIP EDGE ��14 PRE FINISHED METAL COPING, 6" R S' :::•`: I �� by TENANT = �+ � �� , VARIES PR PRI FINISHED METAL 1 ♦ I r CONCEALED SPLICE PLATE at ALL FLASHING I li \�� CENTERLINE OF GUSSET I �ror JOINTS, SEE DETAIL 5/A6.1 / O • SELF-ADHESIVE COUNTER ''�"- N PLATE, CLEVIS and ROD FLASHING (LAP 8" : , SEE SECTIONSN )j o A6.1 SEE STRUCTURAL ) •�♦�:�: r I I `� ose 1 . - WRAP MEMBRANE OVER TOP PLATE / HOT-AIR WELD EXTERIOR INSULATION FINISH `, Allk - and MOISTURE DRAINAGE I •••� II (LAP FIN. FACE MATERIAL 1"MIN.) y r SYSTEM over RIGID INSULATION I��, Z APPROVED FASTENER BACKER ROD and ''°1e-- z_ `�' I over WATERPROOF MEMBRANE �� .0 / '< SEALANT 'z.;; _ � 0,0 - ¢ O d � -- I over EXT. SHEATHING (PROVIDE �� ; `� (E) SEE ELEVATIONS / O FORMED INTEGRAL +' r t" CONT. DRIP REVEAL) •�� c� I bo 00 CAP W/SLOPED TOP za g "� GA V. +�$4 I �` C T.O. FRAMING �., i L CORRUGATED SELF-ADHESIVE COUNTER �� .mil _ l: t VARIFY "� STEEL CHANNEL, METAL DECK PRIMED I. ��4; - ---"' \ HOT-AIR WELD ■ PEEL and STICK •"ti,y SEE STRUCTURAL i SLOPE 1/4" per FT. FLASHING (LAP 2"} I V �� .ry w �• L FASTEN 18"O.C. HIGH DOMED, .'.i: 1 (PAINT UNDERSIDE, �� - oc c GASKETED STAINLESS STEEL FASTENERS I--THERMOPLASTIC MEMBRANE, COUNTER FLASHING ;• -t I / E.IF.S. SYSTEM DRAINAGE WEEP �; ..,,,. GRANT BEIGE" HOLE (DO NOT BLOCK I ��~� > 0 z 1" 2" MIN. ►••0.• -,�.. _•; FLASHING PROFILE, i ) . •i•;;;1a. MECHANICALLY ATTACHEDT1 (WRAP STEP) -.. I FIELD VERIFY CONDITION / ) .� 4...1 I '•'•'••�►•••'�"'1iw/SPECIFIC FINISHES i SEE ELEVATIONS ^��' I `[l O OA SHAPED / ��•!.+,.4•4•N•..,, RECOVER PROTECTION BOARDith.LiAigiammutiiiiii f'.;r: NOTE: L - - ��. .w-. r = ¢ HOWDOWN L>:-.%-- . � '•••r',$+•••. PRE CAST CONCRETE WAINSCOT over .,., • {HEM EDGE w/ \� N �•..!.+. WATERPROOF MEMBRANE over EXT. PAINT ENTIRE CANOPY and 1 g U > ..• INSULATION SECURELY FASTENED, i /5 SHEATING over FRAMING OR BRICK "jG FOLDED END) STEEL ANGLE PRIMED ? N CLEAT w _ SEE DETAIL 1/A6.1 a;. TIE ROD CONNECTIONS, SEE STRUCTURAL. CEMENTITIOUS BOARD over I J ,,, "' >Y ` N N •,: a SEE ELEVATfONS \ EXTERIOR SHEATHENG / - 6" 6" Q "' WALL FLASHING over EXT. SHEATING, AXON STRUCTURAL DECK, SEE STRUCTURAL , Lij ` I_ (WRAP FLASHING OVER T.O. PARAPET �'� I" -----4---SEAL SCHEDULED FIBER CEMENT SIDING I-� FRAMING), SEE DETAIL 2 & 3/A6.1 over PANEL CLIPS over WATERPROOF f I B sAA STEEL FRAMING.SEE STRUCTURAL ! MEMBRANE over EXT.SHEATING __L, 1 WALL, SEE STRUCTURAL NOTE: (SECTION) over FRAMING, SEE DETAIL 1/A6.2 1 STANDARD FOR THERMOPLASTIC COMPOSITE SEE DETAIL 1/A6.1 and SPECIFICATIONS DETAIL at STONE CANOPY at FRONT RIM ACCENT STEP 1at FACADE 6 COPING at PARAPET WALL WALL FLASHING ATTACHMENT ARCHITECTURE & PLANNING 1 8 SCALE: 1 1/2" = 1'-0" N.T.S. O SCALE: 3" = 1 0" SCALE: 1 1/2" = 1' 0° SCALE: 1" = 1' BENNER WALL FINISHES ?6.1 ! CONT. CONCEALED HOLD DOWN STANCE N.LC, at WALLI 1MEMBRANE WALLFLASHING ADHERED �, (N} SINGLEPLY WALL FLASHING{ } CLEAT w/ 1 ASTENERS ADHEREDw/VOCCOMPLANTPRE CAST CONCRETE WAINSCOT over by TENANT w/VOC COMPLIANT BONDING ADHESIVE, ASSOCIATES WATERPROOF MEMBRANE over EXT. TOP EDGE OF FLASHING WRAP FLASHING UP and OVER TOP of GRID P.T. TOP PLATE w/ WEDGE ANCHOR VBONDING ADHESIVE, WRAP SHEATING over FRAMING OR BRICK all PARAPET, SEE DETAIL 6/A6.i FLASHING UP and OVER TOP ARCHITECT 5 , INC. A6 1 at RIM .. SEAM PARAPET COPING w/ 6" LAP w/ 2 OF PARAPET PEEL and STICK COUNTER g FASTENERS at WALL, THE WATERMAN BUILDING FLASHING (LAP 3" EA. WAY) �_ FRAMING w/ EXTERIOR SHEATING, BITUMEN SEALER BEDS at LAP ON CONT. SEE T BEVELED EXT. GRADE SLOPED SHIM, Q 80 SE MADISON STREET BASE FLASHING, SEE DETAIL"A" I • ELEVATIONS. / • SEE STRUCTURAL DRAWINGS SEE EXT. ELEVATIONS for FINISHES and J SUITE 430 BACKER ROD and SEALANTji VARIFY WATERTIGHT DETAIL 5/A6.1 Z / PORTLAND, OR 97214 _ A / CONT. WELD - I HOT-AIR WELD NZ 503-670-0234 O / TYP. _ _ FASTENER at 18" O.C. w/ INTEGRAL HOT-AIR WELD _ NEOPRENE WASHER. `~ rl -- BASE FLASHING PROFILE, '� "--y .e(' FAX 503 6700235 +6"AFTER-SET CURB, j FIELD VERIFY CONDITION CORRUGATED DECK / �� -; _ ._ ` 11111"111 �'__ T.O. PARAPET g bsa@bsaarch.com w/SPECIFIC FINISHES SEE STRUCTURAL FOR I 'L' ' ' t t t t t t Zo- �¢ 'i = 1 SEE DETAIL NOTE * '; •�•��•��• I SEE ELEVATIONS (HEM• EDGE w/ CONNECTION I (.� � •�•••••••••••�, C? (N) SINGLE PLY COUNTER FLASHING �' '4: ' _' - FOLDED END) SLOPE MIN 1/4" PER FT STEEL CHANNEL ••••••••••••• ' I MEMBRANE ADHERED w/ EXTERIOR \/ SEE STRUCTURALZ ..._��•• , ,. J id VOC COMPLIANT BONbING ADHESIVE, FINISH FLOOR :...` / 1/1/7 z1" 2" MIN.4 SEE FOUNDATION PLANe a �� •�•�•��*�*�� 1 �+ N U DETAILS SHAPED r` ¢ SEEDETAIL 2/A6.1e 4 ••••••••••••�;. HOWDOWN Z ✓ A FASTENI RS AT PLATE l2"O.C., MAX.a - a - O•Q•O••••��.: 1L CLEAT w ¢ a� a • �_ B Q z •77 • •••••••.-I . > / 2„ HOT AIR WELD d a d ao f •••�••q... .SO a a ••••••+�••.e.: (FIELD VERIFY w/ COPING) _, , k I / I I I-I 11-1 ' - III III- •••••••••••••: 1" 2" MIN. CONT. CONCEALED HOLD DOWN I 11 �� _ GRID CLEAT w/ FASTENERS, SEE DETAIL"A" „.•••••-•._ STEEL FRAMING w/ INSULATION ��gED Akr, Ll./ P.T.TOP PLATE w/ WEDGE ANCHOR �7c..., S F.FALLONte' WALL FRAMING, > EXTERIOR SHEATHING SEE STRUCTURAL DRAWINGS SHAPED I/ HOWDOWN SEAM PARAPET COPING w/ 6" LAP w/ 2 � I/ �� -�yp �� O BITUMEN SEALER BEDS at LAP ON CONT. �.'4 �...: • WATER PROOF EXT. MEMBRANE • A CLEAR SCHEDULED FIBER CEMENT SIDING (FIELDBEVELED EXT. GRADE SLOPED SHIM, �f ti) VERIFY "�i- NO. 4787 w/COPING) SEE EXT. ELEVATIONS for FINISHES and ' ,"�1 ��. CLIP PANEL SYSTEM �' O over PANEL CLIPS over WATERPROOF DETAIL 5/A6.1 SIM. ��' " • PORTLAND,OR MEMBRANE over EXT.SHEATING �1 '' .. �T ti� 0,:.., over FRAMING,SEE DETAIL 1/A6.2 1 Z - FASTENER at 18" O.C. w/ INTEGRAL ��:,�i . O F O¢ Nv v4 i NEOPRENE WASHER. �I, T.O. PARAPET I,..' • .....• :. \ i'4'4, I n\ SEE ELEVATIONS SOFFIT FRAMING, D�•i SEE STRUCTURAL DRAWINGS \ 4••• i �� /' 10 _ V) I ••� z CONT.ALUMINUM CLIET w/ ` �� SELF ADHERING MESH TAPE 4" , I • • •• a) ""11 ._CO••:, C3 I 1 -7L- 0• r E 1R O' / �. SELF ADHERING MESH TAPE (4"],� � � � ..cil.u.u..,../........ muilliwim.,,,,1 0111111111111116N1W / r OR SENERFLASH 40 6 / , 2",� SCHEDULED FIBER CEMENT SIDING . 0) over PANEL CLIPS over WATERPROOF METAL BASE FLASHING, SEE DETAIL0_ CEMENTITIOUS SOFFIT EXTERIOR INSULATION FINISH over WATERPROOF MEMBRANE over EXT. SHEATING ISOMETRIC % ~ MEMBRANE over EXT. SHEATHING (PROVIDE CONT. over FRAMING, SEE DETAIL 1/A6.2 0 0 DRIP REVEAL) U -1- ACCENT STEP at FACADE PARAPET CORNICE and COPING PRE-CAST CONCRETE PANELS D aL 06 c 9 SCALE: 3" = 1'-0" 5 SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2"= 1'-0" Q cr E a.) W (E) MASONRY WALL, SEE SECTIONS O 6"MIN. SCHEDULED FIBER CEMENT SIDING STEEL STUDS w/BATT INSULATION 1 1 over PANEL CLIPS over WATERPROOF GRAD and EXTERIOR SHEATHING D E rr'rr+ r �� r�,, 7,� c r / T I✓- .rr'rr�► ri'ii� SHAPED ASHIG + MEMBRANE over EXT. SHEATING +f,, C/) } ,... 1,11 ✓ ✓ ✓r � + l - +—� over SEE DETAIL A6.2 _ 4',' V1 — �Elp, ✓� / ��.�� -" ,` ATTACH "PANELS" per SLOPE TO MATCH ROOF .� L .rr wr r./5 . r ./ T r I'r r T 1 �+. rr ��r GRID (MEM EDGE DOWN SIDE) r :; F. R� � �,�' MFR SPECIFICATIONS C [ I ) PRE-FINISHED SHAPED ��/// 1 POLYCARBONATE FLASHING w/MASONRY i `;� 4 , 0) \ ROOF PANELS, FASTENER @ 16"d 4 �r� _ PRE CAST CONCRETE PANELS, r/'� Z ATTACH PER MFR. SEE DETAIL"A" U �� .l �rr� SEE SPECIFICATIONS y ,< _ Iz.�,� _/ Mt `r OK rr ATTACHED PER MFR. O U Lu f re REQUIREMENTS (PROVIDE 0) , 1) Lu WEEP SCREED to DRAINAGE ; "' TRACK at METAL BASE U ...._ I I jl;,f Av._ . • FLASHING C r ni9 / ,_i_. _ ,- —'1 T.O. LEDGER . • CONCRETE FOUNDATION, S :• ��SEE SECTIONS IL0Dmi •p. — EXISTING 0111141111 \ _. , ^�.1► �4die 41114! a s y "a' 0) �� Q — � BUILDING WATERPROOF ] N U STEEL FRAMING, — O ;:� 4 MEMBRANE a SEE STRUCTURAL �� s� 40 Z. No• +6'AFTER-SET CURB, . g . SEE DETAIL 19/A6.1 - °a METAL BASE FLASHING, SCHEDULED FIBER CEMENT SON* / y : • SEE DETAIL PROJECT NO. over PANEL CUPS over / 19-123.1 EXTERIOR WOOD FRAMING' SEE PLAN WATERPROOF MEMBRANE over SEE STRUCTURAL (E) MASONRY WALL / 3" PEEL and STICK DRAWN BY : EXT.SHEATING over FRAMING, SEE DETAIL 1/A6.2 4 A ISOMETRIC UNDER METAL FLASHING TC,TEE 1 PILASTER - UPPER PLAN 6 $GLARDEN CENTER ROOFING PRE-CAST CONCRETE PANELS CHECKED BY : SCALE: 1 1/2"= 1'-0" TFF, JB {E) MASONRY WALL,SEE SECTIONS / SEE SECTION DATE SCHEDULED FIBER CEMENT SIDING f over PANEL CLIPS over WATERPROOF (E) STOREFRONT t- 1.8.2020 ��rrr'r70 7,e 7 � •)7 7 r r ��rr�ir'�ri'ri/ ,�� MEMBRANE over EXT. SHEATING BACKER ROD and r REVISION L...1 ■ ` r ✓f 7 /',0 ■ ■ �� over FRAMING,SEE DETAIL l/A6.2 SEALANT grrj`r' /r 7 /-/ r /7.,7/ / / firP r�fr�J rir��i�r� 1 PREFINISHED METAL FLASHING WALL FINISHES 7—' GRID TUCK UNDER E SELF-ADHESIVE TAPE at BASE of { ( ] STOREFRONT SILL) by TENANT is WATERPROOF MEMBRANE SEF DETAIL"A" Y, F °INTEGRAL MEMBRANE CLAD FLASHING 4SEESECTIONS Z ATTACHED w/SELF-ADHESIVE t•1 TAPE ii i.../777' BACKER ROD and k N / J HOT AIR WELD SEALANT ' '� 1 i.,l /� INTERGRAL PRE-CAST I ` - g ACCENT CAP il c ;�,�;:,, „h.NV441' 2-6 PEEL and STICK COUNTER / , I ' h \ N rFLASHING under BLDG. PAPER / PRECAST CONC. WAINSCOT, �r A.F.ROOFING (WRAP OVER SILL) I` a1 SEE DETAIL 2/A6.2 STEEL FRAMING, SIDING BASE SILL FLASHING I PRE-CAST CONCRETE WAINSCOT ,s I. ••••.‘„ NN, SEE STRUCTURAL over BLDG. PAPER over EXT. JX - +6"AFTER-SFT CURB, WALL MEMBRANE FLASHING over SHEATING, SEE DETAIL 19/A6.1 i/ J k SEE DETAIL 19/A6.1 EXT.SHEATING, NN (LAP MEMBRANE CLAD FLASHING IPRE CAST CONCRETE /ii / I Ls ±VERIFY A ' WAINSCOT over WATERPROOF SHIM TO ALIGN w/FINISHES BEYOND MEMBRANE over EXT.SHEATING f - WALL FRAMING,SEE STRUCTURAL FLASHING PROFILE, I SEE PLAN / over FRAMING, SEE 2/A6.2 O FIELD VERIFY CONDITION I. BsAA �' (E) WALL FRAMING, SEE STRUCTURAL w/SPECIFIC FINISHES (HEM EDGE w/ PILASTER - LOWER PLAN WALL FINISH TRANSITION DETAIL at STONE FOLDED END) ARCHITECTURE & PLANNING SCALE: N.T.S. SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2"= 1' 0" BENNER V STANGE r r �� SCHEDULED FIBER CEMENT SIDING PEEL and STICK FLASHING ASSOCIATES over PANEL CLIPS over WATERPROOF / (LAP 3" EA. WAY) MEMBRANE over EXT. SHEATING ARCHITECTS , INC. SOFFIT FRAMING, SEE STRUCTURAL \ A over FRAMING, SEE DETAIL l/A6.2 . ! y BASE SILL FLASHING THE WATERMAN BU 80 SE MADISONILDING STTREET prir Ai VENTED CEMENTITIOUS SOFFIT SUITE 430 PORTLAND, OR 97214 /(E) FRAMING, _� 503-670-0234 S E STRUCTURAL FAX 503-670-0235 _ bsa@bsaarch.com L1.14.111.11 \ Pi Allehlrif• i �' SEE 7 DETAILSEXTERIOR s DETAILS ELEV. / ( 'I J STRUCTURAL BRACING BACKER ROD and SEALANT I ATTACHED to (E) STRUCTURE, i0101 SEE STRUCTURAL Ia_� BACKER SEALANT \ ROD STEEL CHANNEL and BRACING, (E) MASONRY WALL and INTERIOR FURRING w/ FINISHES T&B SEE STRUCTURAL SCHEDULED FIBER CEMENT SIDING FOR ATTACHMENT AND I over PANEL CLIPS over WATERPROOF (E) STOREFRONT, SEE ELEVATIONS I MEMBER INFORMATION 771 MEMBRANE over EXT.SHEATINGNOT SHOWN, over FRAMING, SEE DETAIL 1/A6.2 SEE STRUCTURAL (SECTION) `� ' A6 • 2 CNOPY SOFFIT CANOPY TIE ROD 8 SCALE: 3" = 1'-0" 4 SCALE: 3" = 1'-0" f:\2019 bsa projects\19-1231igard town square\19-123-1 ace hardware tigard town sq\04a construction documents phase R\19123.1 a6.2 exterior detaiis.dwg 11/9/2024 4:28:26 PM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER S ANGE ASSOCIATES ARCHITECTS,INC. TIGARD TOWNE SQUARE PHASE II ..p : - F R 0 E L I C FROELICH ENC3INEERSI BUILDING SHELL IMPROVEMENTS 17700 SW Upper Boones Ferry Rd. Suite#115 Portland, Oregon 97224 • Office: (503) 624-7005 Portland, OR. I Bend, OR. I Denver, CO. /�1 froelich-engineers.com #19-T198 ^\ V .W - RUC TU W TIGARD, OR �,�o F C o �5'<<• INE�'gV 0 0E L PERMIT SET - 01-07-2020 , 51411pE. L 0 ,z. OREGON 0 SFA 90 �i T, 22 G`T 0 STRUCTURAL SHEETS . M° 0,1— 11,5k\ 00 0) SHEET NUMBER SHEET TITLE EXPIRE a 0 SO.1 COVER SHEET 1.- U 4"" 50.2 GENERAL STRUCTURAL NOTES a 06 C Q S0.3 SPECIAL INSPECTION TABLES 7 E . 0 S1 .1 FOUNDATION PLAN AND CANOPY PLAN V) D E 53.1 SECTIONS0 S7.1 FRAMING DETAILS �'"" v) S7.2 FRAMING DETAILS C 0 ci0 E 0) > 0 V _ C F-- C)) ••____U STRUCTURAL SYMBOLS / LEGEND: ' �C 0 E -c) U INCH DBA DEFORMED BAR ANCHOR HAS HEADED ANCHOR STUD OD OUTSIDE DIAMETER THK THICK l l - INDICATES FOOTING TYPE, REF SCHEDULE. {/) # NUMBER,POUND DBL DOUBLE HC HOLLOW CORE OH OVERHEAD THRD THREADED XX Q L & AND DEFL DEFLECTION HCP HOLLOW CORE PLANK OPNG OPENING TDB TOP OF BEAM (3) D O 0 FEET DEMO DEMOLITION HDD HEADED ANCHOR STUD OPP OPPOSITE,OPPOSITE HAND TOC TOP OF COLUMN,TOP OF CURB - INDICATES STRUCTURAL COLUMN STARTING AT THIS LEVEL. CV a' AT DEPT DEPARTMENT HDR HEADER OSWJ OPEN WEB STEEL JOIST TOF TOP OF FOOTING XX REF COLUMN SCHEDULE. CO (E) EXISTING DET DETAIL HEX HEXAGONAL TOJ TOP OF JOIST (N) NEW DF DOUG FIR(DOUGLAS FIR) HM HOLLOW METAL PIL PORPERTY LINE TOL TOP OF LINTEL,LANDING PROJECT NO, - INDICATES COLUMN ABOVE DIA DIAMETER HORIZ HORIZONTAL PAF POWDER ACTUATED FASTENERS TOL TOLERANCE 19-123.1 AB ANCHOR BOLT DIAG DIAGONAL HSS HOLLOW STRUCTURAL SHAPE PC PRECAST TOP TOP OF PIER,TOP OF PLATE r-1 - INDICATES COLUMN BELOW DRAWN BY ACI AMERICAN CONCRETE INSTITUTE DIAPH DIAPHRAGM HT HEIGHT PCF POUNDS PER CUBIC FOOT TOPV TOP OF PAVEMENT ADD ADDENDUM,ADDITION DIM DIMENSION HVAC HEATING,VENTILATION,AIR CONDITIONING PERF PERFORATE,PERFORATED.PERFORMANCE TOS TOP OF SLAB,TOP OF STEEL I ////////t - INDICATES STRUCTURAL BEARING WALL IC, TFF ADJ ADJUST.ADJUSTABLE DKG DECKING PERIM PERIMETER TOW TOP OF WALL CHECKED BY AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL DL DEAD LOAD IBC INTERNATIONAL BUILDING CODE PERIM PROFESSIONAL ENGINEER TRANS TRANSVERSE OEMIFF, JB AFF ABOVE FINISH FLOOR DWG DRAWING ICF INSULATED CONCRETE FORMS PERP PERPENDICULAR TRANSL TRANSLUCENT DATE : ALT ALTERNATE DWGS DRAWINGS tD INSIDE DIAMETER PL PLATE TYP TYPICAL t } - INDICATES CONCRETE WALL 01.07.2020 ALUM ALUMINUM EMIL DOWEL IN INCH, INCHES PLF POUNDS PER LINEAL FOOT } INDICATES ARCH WALL REVISION APPROX APPROXIMATELY INFO INFORMATION PLWD PLYWOOD LINO UNLESS NOTED OTHERWISE ARCH ARCHTECTURE EIFS EXTERIOR INSULATED FINISH SYSTEM 1NSP INSPECTION PNL PANEL UTIL UTILITY W_ INDICATES BEARING WALL ASTM AMERICAM SOCIETY FOR TESTING AND MATERIALS ELEV ELEVATOR INSUL INSULATION PREFAB PREFABRICATED AVG AVERAGE ENGR ENGINEER INT INTERIOR PREFIN PREFINISHED VERT VERTICAL H- - INDICATES HEADER TYPE, REF HEADER SCHEDULE. AWS AMERICAN WELDING SOCIETY EOR ENGINEER OF RECORD PSF POUNDS PER SQUARE FOOT VFY VERIFY EQ EQUAL JST JOIST PSI POUNDS PER SQUARE INCH VIF VERIFY IN FIELD B- - INDICATES BEAM TYPE, REF BEAM SCHEDULE. BALC BALCONY EQPT EQUIP JT JOINT,JOINTS PSL PARALLEL STRAND LUMBER BD BOARD ES EACH SIDE PT PRESERVATIVE TREATED,POST-TENSIONED WI WITH O - INDICATES LINTEL TYPE. REF. SCHEDULE. BEV BEVEL EW EACH WAY K K1LOPOUND(1000 POUNDS) WIO WITHOUT J#@ XX"OC - INDICATES JOIST TYPE AND SPACING, REF PLANS& JOIST FRAMING BKR BACKER EXIST EXISTING KIP KILOPOUND(1000 POUNDS) QTY QUANTITY 1/VD WOOD SCHEDULE. BLDG BUILDING EXP EXPANSION WF WIDE FLANGE(STRUCTURAL STEEL) - INDICATES DIRECTION DECK OR SHEATHING TO SPAN. BLK BLOCK EXPO EXPOSED L ANGLE,LEFT, LENGTH RAD RADIUS WR WATER RESISTANT,WATER RESISTIVE • BLKG BLOCKING EXT EXTERIOR LAM LAMINATE, LAMINATED RCP REFLECTED CEILING PLAN WS WATERSTOP - INDICATES ELEVATION. BM BEAM LAT LATERAL RD ROOF DRAIN WT WEIGHT <11 BOC BOTTOM OF CURB F OF f FACE TO FACE LB POUND REF REFERENCE WWF WOVEN WIRE FABRIC t>4- INDICATES DIRECTION TIMBER TO SPAN. BOT/BTM BOTTOM FAB FABERICATIONS I FABRICATED LF LINEAL FEET, LINEAR FOOTAGE REINF REINFORCED,REINFORCING O - INDICATES KEYED NOTE. BOW BOTTOM OF WALL FB FLAT BAR LIN LINEAR REQ REQUIREMENTS,REQUIRED BP BASE PLATE FDTN FOUNDATION LIN FT LINEAL FEET, LINEAR FOOTAGE REQ'D REQUIRED - INDICATES CHANGE IN SLOPE. BRDG BRIDGE.BRIDGING FE FROELICH ENGINEERS LL LIVE LOAD REV REVISION BRG BEARING FF FINISH FLOOR LLH LONG LEG HORIZONTAL RO ROUGH OPENING •// - INDICATES STEP IN ELEVATION. BRK BRICK FFE FINISH FLOOR ELEVATION LLV LONG LEG VERTICAL 77/ BSMT BASEMENT FIN FINISH LNTL LINTEL SCHED SCHEDULE \\\\� INDICATES MECHANICAL UNIT. BU BUILT-UP FLR FLOOR LONG LONGITUDINAL SE STRUCTURAL ENGINEER XX PSF - INDICATES SNOW DRIFT LOAD. JOIST MANUFACTURER SHALL MAKE FOC FACE OF CONCRETE LSL LAMINATED STRAND LUMBER SECT SECTION .4,• . �•••. PROVISION FOR THESE IN THE DESIGN OF THE JOISTS REF PLANS !:.:•:!:•:•-, CEM CEMENT,CEMENTITIOUS FOF FACE OF FINISH LT WT LIGHTWEIGHT SF SQUARE FEET XX'-XX° FOR LOAD & EXTENT. CGS CENTER OF GRAVITY OF STRAND FOM FACE OF MASONRY LVL LAMINATED VENEER LUMBER SGL SINGLE CIP CAST IN PLACE FOS FACE OF STUD SHT SHEET I 1 I I 1 I I I- INDICATES ROOF OVERFRAMING. REF DETAIL XX/SXXX. CJ CONTROL JOINT FR FIRE RATED,FIRE RESISTIVE MANUF MANUFACTURER,MANUFACTURED SHTG SHEATHING CJ - INDICATES COLD JOINT, REF DETAIL XX/SXXX CL CENTER LINE FRM FRAMED.FRAMING MAX MAXIMUM SIM SIMILAR CLG CEILING FRT FIRE RETARDANT TREATED MB MACHINE BOLT SIMP SIMPSON STRONG TIE -INDICATES SHEAR WALL TYPE ABOVE FLOOR SPECIFIED. REF eSHEAR WALL SCHEDULE ON SXXX CLR CLEAR FT FOOT,FEET MECH MECHANICAL SL SNOW LOAD CMU CONCRETE MASONRY UNIT FTG FOOTING MEZZ MEZZANINE SOG SLAB ON GRADE ----INDICATES HOLDOWN TYPE. REF HOLDOWN SCHEDULE ON SXXX COL COLUMN FURRG FURRING MFR MANUFACTURER.MANUFACTURED SPEC SPECIFICATION.SPECIFICATIONS COMP COMPOSITE,COMPENSATION FUT FUTURE MINI MINIMUM SQ SQUARE CONC CONCRETE MISC MISCELLANEOUS SS STAINLESS STEEL COND CONDITION GA GAUGE MTL METAL STD STANDARD CONN CONNECTION GALV GALVANIZED MUL MULLION STIFF STIFFENER CONSTR CONSTRUCTION GC GENERAL CONTRACTOR STL STEEL COVER SHEET CONT CONTINUOUS GEN GENERAL N NORTH STRUCT STRUCTURAL CORR CORRIDOR GL GLU-LAMINATED NIC NOT IN CONTRACT SUSP SUSPENDED CTR CENTER GLB GLU-LAMINATED BEAM NO NUMBER SYM SYMMETRICAL CTRL CONTROL GND GROUND NOM NOMINAL CTSK COUNTERSINK GR GRADE NTS NOT TO SCALE T&B TOP AND BOTTOM CU CUBIC GYP GYPSUM T&G TONGUE AND GROOVE CUST CUSTOM GYP BD GYPSUM BOARD OC ON CENTER TAN TANGENT S 0 ■ 111 \\ssdarray\projects\2019\19-1198(tigard town center-ace hardware ti remodel)\300 document development-troeich\305 cad-phase it\19-1198-N-s0l.dwg 112/4/2019 1:58:04 PM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT 6 PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER STANGE ASSOCIATES ARCHITECTS,INC. GENERAL STRUCTURAL NOTES . Al SCOPE OF WORK CONCRETE: SIMPSON AT-XP IAPMO UES ER-263 18. AT LOCATIONS WHERE BEAMS,JOISTS,OR SLABS ABUT A WALL OR COLUMN:TERMINATE ALL THESE DRAWINGS ARE FOR THE RE-SKIN OF AN EXISTING CMU/BRICK BUILDING.THE SCOPE 1. ALL CONCRETE WORK SHALL CONFORM TO"ACI 318-BUILDING CODE REQUIREMENTS FOR ACRYLIC DEWALT AC200+ ICC ESR-4027 TOP REINFORCEMENT INTO THE WALL OR COLUMN WITH A STANDARD 90 DEGREE HOOK THAT IS INCLUDES A NEW PARAPET EXTENSION FRAMED W/LIGHT GAUGE AND THE REMOVAL AND STRUCTURAL CONCRETE"AND CHAPTER 19 OF THE INTERNATIONAL BUILDING CODE. ADHESIVE EMBEDDED TO WITHIN TWO INCHES OF THE OPPOSING FACE OF THE WALL OR COLUMN. REPLACEMENT OF EXISTING WOOD CANOPIES WITH NEW STEEL CANOPIES THAT DO NOT HILTI HY 200 ICC ESR-3187 EXTEND ALL BOTTOM REINFORCEMENT INTO THE WALL OR COLUMN TO WITHIN 2-INCHES OF FROELICH EXTEND AWAY FROM THE BUILDING AS FAR. 2. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER TESTS PER ASTM THE OPPOSING FACE OF THE WALL OR COLUMN. ENGINEER 5 C39,UNLESS NOTED OTHERWISE,AND SHALL BE AS FOLLOWS: SIMPSON STRONG-BOLT II ICC ESR-3037 19. PROVIDE#5 CARRIER BAR AT 3'-0"MAX SPACING FOR ALL SLAB,JOIST,AND WALL REINFORCING 17700 SW Upper Boones Ferry Rd. EXPANSION DEWALT POWER STUD+SD2 ICC ESR-2502 NOT SUPPORTED BY OTHER TRANSVERSE REINFORCEMENT. Suite#115 20. PROVIDE TWO#5 STIRRUP CARRIER BARS IN ALL BEAMS AND JOISTS CONTAINING STIRRUPS, Portland, Oregon 97224 ..... CONCRETE STRENGTHS HILTI KWIK BOLT-TZ ICC ESR-1917 Office: (503)624-7005 4...... WHERE STIRRUPS ARE NOT SUPPORTED BY REINFORCING DETAILED OR SCHEDULED IN THE WATER- NOTES: STRUCTURAL DRAWINGS. Portland, OR. I Bend, OR. I Denver, CO. ,_.. ^ �1 froelich-engineers.com #19-T198 0 •4("12 v I w CEMENT ENTRAINED GENERAL: DESCRIPTION fc(PSI) RATIO BY AIR OTHER A. ANCHOR LOCATIONS AND REQUIREMENTS SHALL CONFORM TO THOSE NOTED 21. PROVIDE"CORNER"BAR AT CORNERS AND INTERSECTIONS FOR WALLS AND FOUNDATIONS __ •- WEIGHT SPECIFICALLY ON THE STRUCTURAL DRAWINGS.ALL OTHER LOCATIONS REQUIRE PRIOR EQUAL IN SIZE,NUMBER AND SPACING TO HORIZONTAL REINFORCING.SIZE CORNER BAR TO 5.��1,CTUR4E r� C +- 1. THE STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS AND ARE APPROVAL. PROVIDE A FULL LAP WITH HORIZONTAL REINFORCEMENT ON EACH LEG. O P1�Q�C �/ Ic O INTENDED TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL,CIVIL,MECHANICAL,AND FOOTINGS 3,000 0.55 2%+1-1.5% B. ALL ANCHORS SHALL BE INSTALLED IN STRICT CONFORMANCE TO THE APPLICABLE ICC `� F� L'• REQUIREMENTS ELECTRICAL FROM THE ENTIRE WINGS.THE SET OF CONTRACTOR IS CT DOCUMENTS NSIBLE FOR OORDINATING THE(INCLUDING THE PROJECT INTERIOR SLAB-ON-GRADE 4,000 0.50 N/A FLY ASH REPORT AND MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. �f'3� !�,'� L��fi� {I T REINFORCED CONCRETE MASONRY: {O 61411s vvv��sF E 0 SPECIFICATIONS)INTO THEIR WORK. EXTERIOR SLAB-ON-GRADE 4,000 0.50 6%+I-1.5% FLY ASH C. REINFORCEMENT SHALL NOT BE CUT IN NEW,OR EXISTING CONCRETE DURING al4 O 2. THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO THE PROJECT INSTALLATION OF POST-INSTALLED ANCHORS. 1. CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C90,SAMPLED AND TESTED IN cc j� NOTES: ACCORDANCE WITH ASTM C140. a SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. D. ANCHORS THAT ARE LEFT EXPOSED TO WEATHER SHALL BE STAINLESS STEEL,OR A. VERIFY WATER/CEMENT RATIO WITH FLOOR COVERING MANUFACTURER FOR CONCRETE HOT-DIPPED GALVANIZED. 2. LINEAL SHRINKAGE FOR UNITS SHALL NOT EXCEED 0.065%, OREGON /� 3. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE FLOORS WITH MOISTURE SENSITIVE FLOOR COVERINGS. sF`p �� W GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. 3. HOLLOW CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT,GRADE N-1,2 CELL UNITS T rQ G`I` 4. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. B. CONCRETE MIXES SHALL BE NORMAL WEIGHT AND CONTAIN PORTLAND CEMENT 6. ADHESIVE ANCHORS SHALL BE INSTALLED ONLY IN DRY, HAMMER DRILLED HOLES. CONFORMING TO ASTM C-476. NET CROSS-SECTION BLOCK COMPRESSIVE STRENGTH SHALL BE © lYY. Q�\ (� ) CONFORMING TO ASTM C150 FOR TYPE I,OR TYPE II. AS INDICATED IN THE TABLE BELOW.MASONRY UNIT DENSITY SHALL CONFORM TO MEDIUM `��'/ ._ n 5. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL CONSTRUCTION METHODS 7. INSTALLATION OF ADHESIVE ANCHORS SHALL BE PERFORMED ONLY BY ACI/CRSI CERTIFIED WEIGHT CLASSIFICATION.AVERAGE OVEN-DRY DENSITY OF MASONRY UNITS SHALL BE LESS T E--" 0••• FOR THIS STRUCTURE.CONNECTIONS, DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN C. AIR ENTRAINING AGENT SHALL CONFORM TO ASTM C260. ADHESIVE ANCHOR INSTALLERS. THAN 125 PCF. EXPIRE a 0 u THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME.IF D. COLUMNS THAT ARE AN INTEGRAL PART OF A WALL SHALL HAVE CONCRETE STRENGTH AS 8. ADHESIVE ANCHOR INSTALLATIONS IN HORIZONTAL,UPWARDLY INCLINED,AND OVERHEAD 4. ASSEMBLIES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH(fm)AS INDICATED IN THE .,(�, QUESTIONS REGARDING THE APPLICATION OF DETAILS ARE ENCOUNTERED,NOTIFY THE REQUIRED FOR COLUMNS. ORIENTATIONS SHALL UTILIZE ADHESIVE MANUFACTURER'S PISTON PLUG AND TUBING TABLE BELOW AS VERIFIED BY THE UNIT STRENGTH METHOD CONFORMING TO IBC SECTION 06 ARCHITECT/ENGINEER FOR CLARIFICATION IN A TIMELY MANNER PRIOR TO BID OPENING. 2105. T Q.,E E. SHRINKAGE RATE,AS DETERMINED BY ASTM C157,OF CONCRETE SHALL NOT EXCEED DELIVERY SYSTEM. PLACE ADHESIVE RETAINING CAP IN THE HOLE AFTER ADHESIVE INJECTION.0.045%AT 28 DAYS. USE A SHRNKAGE REDUCING ADMIXTURE TO ACHIEVE THIS VALUE,IF jTQ �() CODE REQUIREMENTS: REQUIRED. 9. ADHESIVE ANCHOR INSTALLATIONS EXCEEDING 10"EMBEDMENT IN DOWNWARD INCLINED,AND C W CONCRETE MASONRY ASSEMBLY STRENGTH a) F. LIMITS ON CEMENTITIOUS MATERIALS FOR CONCRETE ASSIGNED TO EXPOSURE CLASS F3: DOWNWARD ORIENTATIONS SHALL UTILIZE ADHESIVE MANUFACTURER'S PISTON PLUG AND -i-- 1. CONFORM TO THE 2019 OREGON STRUCTURAL SPECIALTY CODE(OSSC), BASED UPON THE 2018 TUBING DELIVERY SYSTEM. fm(PSI) BLOCK STRENGTH(PSI) GROUT STRENGTH(PSI) MORTAR INTERNATIONAL BUILDING CODE(IBC). D E CEMENTITIOUS MATERIALS MAXIMUM PERCENT OF TOTAL ..,.� CEMENTITIOUS MATERIALS BY MASS 1,500 1900 2,000 TYPE M OR S C7 2. ALL REFERENCE TO OTHER CODES AND STANDARDS(ACI,ASTM,ETC.)SHALL BE FOR THE () =mom "+"'"'"EDITIONS NOTED IN CHAPTER 35 OF THE IBC. FLY ASH OR OTHER POZZOLANS 25 REINFORCING STEEL: 2,000 2000 2,000 TYPE M OR S 1y�,� CONFORMING TO ASTM C618 1. REINFORCING STEEL SHALL BE DETAILED,FABRICATED,AND PLACED IN ACCORDANCE 2,500 3250 2,500 TYPE M OR S nN' SLAG CEMENT CONFORMING TO ASTM C989 50 TO"ACI 318-BUILDING CODE REQUIREMENTS FOR STRUCTURAL T 0 35. W EXISTING CONDITIONS: CONCRETE"AND"ACI 315-MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED 3,000 4500 3,000 TYPE M OR S SILICA FUME CONFORMING TO ASTM C1240 10 CONCRETE STRUCTURES." -C 1. ALL EXISTING CONDITIONS,DIMENSIONS,AND ELEVATIONS SHALL BE FIELD VERIFIED.THE TOTAL OF FLY ASH OR OTHER POZZOLANS 0) > CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY SIGNIFICANT DISCREPANCIES FROM 35 2. ALL REINFORCING STEEL SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS AND GRADES •- AND SILICA FUME 5. WALLS SHALL BE REINFORCED AS SHOWN ON THE PLANS AND DETAILS. WHERE NO Q CONDITIONS SHOWN ON THE DRAWINGS. UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS: REINFORCEMENT IS SPECIFICALLY CALLED OUT ON THE PLANS,WALLS SHALL BE REINFORCED TOTAL OF FLY ASH OR OTHER POZZOLANS, C 2. ALL EXISTING FIELD CONDITIONS ARE TO BE VERIFIED BY CONTRACTOR.IF ANY OF THESE SLAG CEMENT,AND SILICA FUME 50 AS INDICATED IN THE"MASONRY REINFORCING STEEL°SECTION OF THESE NOTES. 0 ...� CONDITIONS DEVIATE FROM THAT SHOWN ON THE DRAWNINGS ENGINEER OF RECORD IS TO BE �-F- NOTIFIED AND MODIFCATIONS TO THESE CONSTRUCTION DOCUMENTS SHALL BE COORDINATED TO REINFORCING SPECIFICATIONS AND GRADES 6. PROVIDE VERTICAL EXPANSION JOINTS IN CONTINUOUS MASONRY ASSEMBLIES SUCH THAT THE F ADDRESS THESE CONDITIONS AT OWNER/CONTRACTORS EXPENSE.FROELICH ENGINEERS SHALL BE DISTANCE BETWEEN JOINTS DOES NOT EXCEED THE LESSER OF A LENGTH-TO-HEIGHT RATIO U HELD HARMLESS WITH REGARD TO CONDITIONS THAT DEVIATE FROM PROVIDED AS-BUILTS. 3. MINIMUM CEMENT CONTENT PER CUBIC YARD SHALL BE AS FOLLOWS: USE ASTM SPECIFICATION OF 1.5 OR 25-FEET. REFERENCE ARCHITECTURAL DRAWINGS FOR THE LOCATION OF "}°� C 2 ..c AND GRADE EXPANSION JOINTS. (ri SMOOTH WELDED WIRE FABRIC ASTM A1064 7. HORIZONTAL WIRE AND BOND BEAM REINFORCEMENT SHALL BE DISCONTINUOUS AT Tr . - V DESIGN CRITERIA: MINIMUM CEMENT CONTENT EXPANSION JOINTS EXCEPT AT ALL FLOOR AND ROOF LEVELS. A MINIMUM OF ONE VERTICAL#5D V) ALL OTHER REINFORCEMENT ASTM A615,GRADE 60 BAR SHALL BE LOCATED ON EACH SIDE OF AN EXPANSION JOINT. 1. DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE IBC.IN ADDITION TO MINIMUM CEMENT CONTENT PER CUBIC THE DEAD LOADS,THE FOLLOWING LOADS AND ALLOWANCES WERE USED FOR DESIGN,WITH fc(PSI) *ASTM A706 REBAR IN THE ABOVE USES IS PERMITTED TO BE REPLACED WITH ASTM A615 0 . te) 8, PREPARATION,CONSTRUCTION,AND PROTECTION OF MASONRY DURING COLD WEATHER s••• L. YARD REBAR OF THE SAME GRADE IF ALL OF THE FOLLOWING ARE MET: 0) 3 O TI LIVE LOADS(LL)REDUCED IN ACCORDANCE WITH THE IBC: (TEMPERATURE BELOW 40 DEGREES F(4.4 DEGREES C))OR HOT WEATHER(TEMPERATURE 3,000 470 LBS. A)THE ACTUAL YIELD STRENGTH BASED ON MILL TESTS DOES NOT EXCEED fy BY MORE THAN ABOVE 90 DEGREES F(32.2 DEGREES C))SHALL CONFORM TO ACI 530.1 ARTICLE 1.8 C AND 1.8 D. (v NOTES: 18,000 PSI DESIGN CRITERIA A. FLYASH CONFORMING TO ASTM C618"TYPE F,"OR"TYPE C"MAY BE USED TO REPLACE UP B)THE RATIO OF THE ACTUAL TENSILE STRENGTH TO THE ACTUAL YIELD STRENGTH IS NOT REINFORCED CLAY MASONRY: MINIMUM DESIGN LOADS FOR BUILDINGS&OTHER STRUCTURES-ASCE7-10 TO 20%OF THE CEMENT CONTENT, PROVIDED THAT THE MIX STRENGTH IS SUBSTANTIATED LESS THAN 1.25 BY TEST DATA. C)SUPPORTING MILL CERTS OF THE REBAR SUPPLIED ON THE PROJECT IS PROVIDED FOR 1. HOLLOW CLAY MASONRY UNITS SHALL COMPLY WITH ASTM C652,GRADE SW,TYPE HBX. PROJECT NO. ROOF DEAD LOADS: 20 PSF ROOF REVIEW 2. ASSEMBLIES SHALL HAVE MINIMUM COMPRESSIVE STRENGTHS AS INDICATED IN THE TABLE 19-123.1 ROOF SNOW LOADS: 25 PSF SNOW+DRIFTING 3. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706.WELDING OF BELOW AND AS VERIFIED BY THE UNIT STRENGTH METHOD CONFORMING TO IBC SECTION 2105. 4. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS,ALONG WITH TEST DATA REINFORCING STEEL SHALL CONFORM TO AWS 01.4.ALL WELDING SHALL BE DONE BY AWS DRAWN BY : WIND: 120 MPH&EXPOSURE"B" COMPLIANT WITH ACI-318 CHAPTER 5,A MINIMUM OF TWO WEEKS PRIOR TO PLACING CERTIFIED WELDERS USING LOW HYDROGEN E70)0(ELECTRODES. 3. WALLS SHALL BE REINFORCED AS SHOWN ON THE PLANS AND DETAILS. CONCRETE. 4. PROVIDE VERTICAL EXPANSION JOINTS IN CONTINUOUS MASONRY ASSEMBLIES SUCH THAT THE TC,TFF SEISMIC: SEISMIC DESIGN CATEGORY:D 4, REINFORCING STEEL SHALL BE SECURELY TIED IN-PLACE WITH#16 ANNEALED IRON WIRE.BARS 5. NO WATER MAY BE ADDED TO CONCRETE IN THE FIELD UNLESS IT CONFORMS TO THE IN BEAMS,SLABS,AND FOUNDATIONS SHALL BE SUPPORTED ON WELL-CURED CONCRETE DISTANCE BETWEEN JOINTS DOES NOT EXCEED THE LESSER OF A LENGTH-TO-HEIGHT RATIO CHECKED BY : SITE CLASS D(ASSUMED) APPROVED MIX DESIGN AND IS SPECIFICALLY APPROVED IN WRITING BY THE CONCRETE BLOCKS,OR APPROVED METAL CHAIRS,AS SPECIFIED BY THE"CRSI MANUAL OF STANDARD OF 1.5 OR 25-FEET. REFERENCE ARCHITECTURAL DRAWINGS FOR THE LOCATION OF SUPPLIER. PRACTICE,"MSP-1. EXPANSION JOINTS. TFF, JB 6. A WATER REDUCING ADMIXTURE CONFORMING TO ASTM C494 USED IN STRICT CONFORMANCE 5. ALL REINFORCEMENT SHALL BE FREE OF LOOSE MILL AND RUST SCALE,OIL,DIRT,OR DATE : STRUCTURAL OBSERVATION: WITH THE MANUFACTURERS RECOMMENDATIONS SHALL BE INCORPORATED INTO CONCRETE MIX DESIGNS. A HIGH RANGE WATER REDUCING ADMIXTURE CONFORMING TO ASTM C494 COATINGS OF ANY KIND THAT REDUCE THE BOND STRENGTH TO THE CONCRETE. CLAY MASONRY ASSEMBLY STRENGTH 1. THE STRUCTURAL ENGINEER OF RECORD(SER)WILL PERFORM STRUCTURAL OBSERVATIONS 01.07.2020 BASED ON THE REQUIREMENTS OF THE IBC AT THE STAGES OF CONSTRUCTION LISTED BELOW. "TYPE F,OR TYPE"G"MAY BE USED IN CONCRETE MIXES PROVIDED THAT THE SLUMP DOES NOT 6. REINFORCEMENT STEEL SHALL NOT BE DISPLACED OR ALTERED FOR THE CONVENIENCE OF fm(PSI) BLOCK STRENGTH(PSI) GROUT STRENGTH(PSI) MORTAR THE CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE AND ACCESS FOR THE SER TO EXCEED 10-INCHES. OTHER TRADES UNLESS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. REVISION : PERFORM THESE OBSERVATIONS: 7. CONCRETE SHALL BE PLACED IN ONE CONTINUOUS OPERATION WHEREVER PRACTICAL. 7. "WET SETTING"OF REINFORCING STEEL,ANCHOR RODS,EMBEDDED PLATES AND INSERTS IS 1,500 3,350 2,000 TYPE M OR S CONSTRUCTION JOINTS IN BEAMS,JOISTS,AND SLABS SHALL BE LOCATED AT MID-SPAN WITH NOT PERMITTED. 2,000 4,950 2,000 TYPE M OR S REINFORCING CONTINUING THROUGH AS IF THE JOINT DID NOT OCCUR.VERTICAL 8. ALL REINFORCEMENT SHALL BE CONTINUOUS WITH ADEQUATE LAP LENGTHS AT SPLICE I STRUCTURAL OBSERVATIONS CONSTRUCTION JOINTS IN WALLS SHALL BE LOCATED MIDWAY BETWEEN COLUMNS OR LOCATIONS. 2,500 6,600 2,500 TYPE M OR S I PILASTERS. 9. MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 12". 3,000 8,250 3,000 TYPE M OR S CONSTRUCTION PHASE OBSERVATION BY SER COMMENTS 8. ALL BEAMS AND SLABS SHALL BE CAMBERED AT MIDSPAN AN AMOUNT EQUAL TO L/480,WHERE "L"IS EQUAL TO THE CLEAR SPAN OF THE MEMBER. 10. THE FOLLOWING MINIMUM LAP SPLICE LENGTHS SHALL BE PROVIDED FOR ALL REINFORCING I AS REQUIRED TO ADDRESS STRUCTURAL ISSUES X REF. FOOTNOTE A,B STEEL: 9. SLEEVES,OPENING,CONDUITS,AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE 5. PREPARATION,CONSTRUCTION,AND PROTECTION OF MASONRY DURING COLD WEATHER STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO (TEMPERATURE BELOW 40 DEGREES F(4.4 DEGREES C))OR HOT WEATHER(TEMPERATURE A. STRUCTURAL OBSERVATIONS ARE INTENDED TO VERIFY GENERAL CONFORMANCE WITH PLACING CONCRETE.CONDUITS EMBEDDED IN SLABS SHALL NOT BE LARGER IN OUTSIDE I ABOVE 90 DEGREES F(32.2 DEGREES C))SHALL CONFORM TO ACI 530.1 ARTICLE 1.8 C AND 1.8 D. DIMENSION THAN ONE-THIRD THE THICKNESS OF THE SLAB AND SHALL NOT BE SPACED TYPICAL LAP SPLICE SCHEDULE(IN) THE STRUCTURAL DRAWINGS. SPECIAL INSPECTIONS AND TESTING ARE STILL REQUIRED. CLOSER THAN THREE DIAMETERS ON-CENTER. 3,000 PSI 4,000 PSI 5,000 PSI B. A FIELD REPORT WILL BE SUBMITTED TO THE BUILDING DEPARTMENT FOLLOWING EACH VISIT. 10. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR THE LAYOUT OF CONSTRUCTION AND BAR SIZE MORTAR: CONTROL JOINTS FOR CONCRETE SLABS-ON-GRADE.THE JOINTS SHALL BE LOCATED AT TOP BARS OTHER BARS TOP BARS OTHER BARS TOP BARS OTHER BARS MAXIMUM 12'-0"ON-CENTER EACH WAY FORMING RECTANGLES WITH A LENGTH TO WIDTH 1. MORTAR SHALL BE OF THE TYPE INDICATED IN THE TABLE ABOVE WTH A MINIMUM RATIO NOT EXCEEDING 1.5 IN ANY DIRECTION.CONTROL JOINTS SHALL INTERSECT AT COLUMN #3 28 22 24 19 22 17 COMPRESSIVE STRENGTH AT OF 1,800 PSI FOR MORTAR TYPE S(2,500 PSI FOR MORTAR TYPE SPECIAL INSPECTION AND TESTING: BLOCKOUTS,AT ENDS OF BEARING WALLS,AND AT ALL RE-ENTRANT CORNERS IN THE SLAB. #4 37 29 32 25 29 22 M)AT 28-DAYS AND SHALL CONFORM TO IBC SECTION 2103. • 1. SPECIAL INSPECTION WILL BE PROVIDED BY THE OWNER BASED ON THE REQUIREMENTS OF 11. PROVIDE VERTICAL EXPANSION JOINTS IN CONTINUOUS CONCRETE ASSEMBLIES AND WALLS #5 47 36 40 31 36 28 THE IBC AS SUMMARIZED IN THE SPECIAL INSPECTION AND TESTING PROGRAM ON SHEET S0.2. SUCH THAT THE DISTANCE BETWEEN JOINTS DOES NOT EXCEED THE LESSER OF A MASONRY GROUT: THE CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE AND ACCESS FOR THE SPECIAL LENGTH-TO-HEIGHT RATIO OF 3.5 OR 40-FEET.REFERENCE ARCHITECTURAL DRAWINGS FOR NOTES: • INSPECTOR TO PERFORM THESE INSPECTIONS. THE LOCATION OF EXPANSION JOINTS. 1. GROUT SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH AS INDICATED IN THE TABLE ABOVE 12. ALL BOLTS AND/OR ANCHOR RODS EMBEDDED INTO CONCRETE SHALL CONFORM TO ASTM A. FOR CENTER-TO-CENTER SPACING LESS THAN FOUR TIMES THE BAR DIAMETER,MULTIPLY AND SHALL CONFORM TO IBC SECTION 2103. SPECIFICATION F1554 GRADE 36 UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS. THE ABOVE VALUES BY A FACTOR OF 1.4. 2. GROUT SHALL CONSIST OF A MIXTURE OF CEMENTITIOUS MATERIALS AND AGGREGATE TO FOUNDATIONS: 13. ANCHOR RODS ARE TO BE LOCATED BY MEANS OF TEMPLATE.ANCHOR RODS SHALL NOT BE B. TABLE VALUES APPLY FOR CLEAR COVER GREATER THAN OR EQUAL TO 1-1/2".CONTACT WHICH SUFFICIENT WATER HAS BEEN ADDED TO CAUSE THE MIXTURE TO FLOW WITHOUT 1. FOUNDATION SIZES ARE BASED UPON AN ASSUMED MAXIMUM TOTAL LOAD BEARING SOIL HAND SET,OR WET SET. ENGINEER OF RECORD IF CONDITIONS VARY. SEGREGATION OF THE CONSTITUENTS. PRESSURE= 1500 PSF FOR BEARING ON NATIVE SOILS/COMPACTED FILL. C. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12"OF CONCRETE CAST BELOW THE 3. ALL CELLS CONTAINING VERTICAL BARS AND ALL BOND BEAMS SHALL BE FILLED WITH GROUT. 14. ANCHOR RODS AND EMBEDDED ITEMS SHALL BE SET IN ACCORDANCE WITH THE AISC CODE OF BAR. ***FULLY GROUTED ALL WALLS.*** 2. ALL FOOTINGS SHALL BE FOUNDED ON FIRM UNDISTURBED ORIGINAL SOIL FREE OF ORGANIC STANDARD PRACTICE SECTION 7.5. MATTER OR ENGINEERED FILL. D. VALUES ARE FOR UNCOATED BARS. 4. FULLY GROUT ALL WALLS BELOW GRADE AND WHERE INDICATED ON PLANS. 15. WHERE NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE,THE EXISTING CONCRETE 3. ALL FOOTINGS SHALL BE A MINIMUM OF 12"BELOW FINAL GRADES. SURFACE SHALL BE CLEANED AND ROUGHENED TO A MINIMUM 1/4"AMPLITUDE. 5. GROUT LIFTS EXCEEDING 5'-4"SHALL BE PERMITTED PROVIDED ALL OF THE FOLLOWING 4. ALL DISTURBED SOIL SHALL BE REMOVED BY HAND OPERATION FROM FOOTING EXCAVATIONS 16. PROVIDE 3/4"CHAMFERS ON ALL EXPOSED CONCRETE EDGES,UNLESS NOTED OTHERWISE. CONDITIONS ARE MET: 11. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR ALL REINFORCING TO NEAT LINES AND REPLACED WITH ENGINEERED FILL IF NECESSARY. A. LIFT HEIGHT DOES NOT EXCEED THE LESSER OF 12'-8",OR THE DISTANCE BETWEEN THE 17. PREPARATION,CONSTRUCTION AND PROTECTION OF CONCRETE DURING COLD WEATHER OR STEEL: 5. ENGINEERED FILL SHOULD BE COMPACTED IN HORIZONTAL LIFTS NOT EXCEEDING 12 INCHES. HOT WEATHER SHALL CONFORM TO ACI 318 5.12,5.13 AND ACI 306R AND 305R. TOP OF THE FIRST LIFT AND THE BOTTOM OF THE LOWEST BOND BEAM THAT IS MORE THAN • ENGINEERED FILL SHALL CONSIST OF 3/4"MINUS CLEAN,WELL-GRADED SAND,SAND AND 6-4"ABOVE THE TOP OF THE FIRST LIFT. GRAVEL,OR CRUSHED ROCK.ENGINEERED FILL SHALL BE COMPACTED TO 95%MAXIMUM DRY MINIMUM CONCRETE COVER(CAST-IN-PLACE) B. THE MASONRY FROM THE PROCEEDING LIFT HAS CURED FOR AT LEAST 4 HOURS DENSITY AS OBTAINED BY ASTM 0698 STANDARD PROCTOR. CONCRETE ACCESSORIES: USE COVER AND 6. BOTTOM OF FOOTINGS SHALL BE STEPPED FROM ELEVATION TO ELEVATION AT 2'-O" HORIZONTAL TO 1'-0"VERTICAL STEPS. 1. DEFORMED BAR ANCHORS(D.B.A.)SHALL BE NELSON TYPE D2L(ICC ESR-2907)OR APPROVED BEAM,JOIST AND COLUMN BARS 1-1/2"(TO STIRRUPS,OR TIES) C. THE GROUT SLUMP IS MAINTAINED BETWEEN 10 AND 11 INCHES. EQUAL. 7. GROUND ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT SLAB BARS 1" IF ANY OF THESE CONDITIONS ARE NOT MET,THEN THE MAXIMUM LIFT HEIGHT SHALL BE 5'-4". LEAST 5%SLOPE FOR A MINIMUM DISTANCE OF 10 FEET FROM THE BUILDING.NOTIFY EOR IF 2. HEADED SHEAR STUDS SHALL BE NELSON HEADED ANCHORS WITH FLUXED ENDS(ICC CONDITIONS VARY. ESR-2856)OR APPROVED EQUAL. INTERIOR WALL FACES6. CLEAN OUTS ARE REQUIRED FOR ANY POUR HEIGHT GREATER THAN 5'-4". WHERE REQUIRED, (NOT EXPOSED TO EARTH,OR WEATHER) 3/4"(#11 AND SMALLER) CLEAN OUTS SHALL BE LOCATED AT ALL CORES CONTAINING VERTICAL REINFORCEMENT AND 3. HEADED SHEAR STUDS AND DEFORMED BAR ANCHORS SHALL BE AUTOMATICALLY AT A MAXIMUM OF 32"ON-CENTER. END-WELDED WITH THE MANUFACTURER'S STANDARD EQUIPMENT AND IN ACCORDANCE WITH EXTERIOR WALL FACES 1-1/2"(#5 AND SMALLER) THE ASSOCIATED ICC REPORTS. (EXPOSED TO EARTH,OR WEATHER) 2"(#6 AND LARGER) 4. PERMANENTLY EXPOSED EMBEDDED PLATES AND ANGLES SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION. EMBEDDED ITEMS SHALL NOT BE LOADED, NOR SHALL WELDS BE APPLIED, CONCRETE CAST AGAINST EARTH 3" FOR A MINIMUM OF 7-DAYS AFTER CASTING OF CONCRETE. 5. APPROVED POST-INSTALLED ANCHORS ARE AS FOLLOWS: GENERAL 13. CONTINUE HORIZONTAL WALL BARS THROUGH PILASTERS,COLUMNS AND INTERSECTING STRUCTURAL APPROVED POST-INSTALLED CONCRETE ANCHORS WALLS. TYPE ANCHOR ICC REPORT 14. PROVIDE HOOKED FOOTING DOWELS OF THE SAME SIZE AND SPACING AS THE VERTICAL WALL NOTES REINFORCEMENT. LAP SPLICE DOWELS TO THE VERTICAL WALL REINFORCEMENT AND SIMPSON TITEN HD ICC ESR-2713 TERMINATE WITH STANDARD 90 DEGREE HOOK INTO THE FOOTING WITH A CONCRETE DEWALT SCREW-BOLT+ ICC ESR-3889 MINIMUM 6"EMBEDMENT BELOW THE TOP OF FOOTING. SCREW 15. AT SLAB AND WALL OPENINGS, PROVIDE A MINIMUM OF TWO#5 BARS OVER, UNDER,AND AT HILTI KWIK HUS-EZ ICC ESR-3027 THE SIDES OF THE OPENING. EXTEND THESE BARS A LAP DISTANCE(OR A MINIMUM SIMPSON SET 3G ICC ESR-4057 OF 2'-0")PAST THE OPENING ON ALL SIDES. EPDXY DEWALT PURE110+ ICC ESR-3298 16. PROVIDE ONE#5 FOR SINGLE LAYER,AND TWO#5 FOR DOUBLE LAYER - ADHESIVE REINFORCING,4'-O"LONG,DIAGONALLY AT EACH CORNER OF ALL WALL AND SLAB OPENINGS. HILTI HIT-RE 500V3 ICC ESR-3814 17. REFERENCE TYPICAL DETAILS FOR THE DISPOSITION OF REINFORCEMENT AT WALL CORNERS, WALL INTERSECTIONS,AND FOR BARS IN SMALL WALL SECTIONS. S 0 SO . 2 2 \\ssdarray\projects\2019\19-1198(tigard town center-ace hardware ti remodel)\300 document development-froerch\305 cad-phase IN19-t198_G-s02.dwg 112/4/2019 1:58:04 PM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER STANGE ASSOCIATES ARCHITECTS,INC. e11%.. MASONRY REINFORCING STEEL: STRUCTURAL STEEL: TABLE 2 F R O E`L I C H 1. METAL REINFORCEMENT AND ACCESSORIES SHALL CONFORM TO IBC SECTION 2103.14. 1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING MINIMUM ASTM SPECIFICATIONS AND GRADES: REQUIRED STRUCTURAL SPECIAL INSPECTIONS ENG f N E E R S I 2. DEFORMED REINFORCING BARS SHALL BE ASTM A615 GRADE 60 AND SHALL BE SECURELY PLACED IN INSPECTION 17700 SW Upper Boones Ferry Rd. ACCORDANCE WITH ACI 530.1-11 SECTION 3.4. WELDED REINFORCEMENT SHALL CONFORM TO ASTM A706 Suite#115 GRADE 60. STRUCTURAL STEEL SYSTEM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY REMARKS Portland, Oregon 97224 mimes Cl) 3. UNLESS OTHERWISE NOTED ON PLANS,THE MINIMUM WALL REINFORCEMENT SHALL BE AS FOLLOWS: WIDE FLANGE SECTIONS ASTM A-992,GRADE 50(Fy=50 KSI) REFERENCE REFERENCE CONTINUOUS PERIODIC Office: (503)624-7005 sm..Portland, OR. I Bend, OR. I Denver, CO. 0 PLATES WHERE NOTED ASTM A572,GRADE 50(Fy=50 KSI) FABRICATORS froelich-engineers.com #19-T198 J -0 MINIMUM WALL REINFORCEMENT--RUNNING BOND CHANNELS,ANGLES,PLATES-EXCEPT AS NOTED ASTM A-36(Fy=36 KSI) CTUf; 5�+,�Uq< 0. VERTICAL HORIZONTAL REINFORCEMENT HOLLOW STRUCTURAL SECTIONS(TUBES) A-500,GRADE B(Fy=46KSI) SPECIAL INSPECTION IS REQUIRED FOR �� PRope C a NOMINAL WALL THICKNESS 0L.REINFORCEMENT STRUCTURAL LOAD-BEARING MEMBERS AND '`� GINE cS'j n'� 0) PIPE ASTM A53,TYPE E OR S(Fy=35 KSI) 1704.2.5 X ASSEMBLIES FABRICATED ON THE PREMISES `` 04 F� ' (�� 6'" #5 @ 48"OC #5 @ 48"OC a 51411 I, 4 `++ OF A FABRICATOR'S SHOP. 8" #6 @ 48"OC (2)#4 @ 48"OC IX E a 2. DESIGN, FABRICATION,AND ERECTION SHALL BE IN ACCORDANCE WITH THE"AISC SPECIFICATION FOR THE DESIGN, Q 10" #6 @ 48"OC (2)#5 @ 48"OC FABRICATION,AND ERECTION OF STRUCTURAL STEEL BUILDINGS"WITH"COMMENTARY"AND THE"CODE OF STANDARD PRACTICE,"WITH EXCEPTIONS AS NOTED IN THE PROJECT SPECIFICATIONS. THE SPECIAL INSPECTOR SHALL VERIFY THAT OREGON D O 12" #6 @ 48"OC (2)#5 @ 48"OC THE FABRICATOR MAINTAINS DETAILEDtS' �j � 2 Fc� cbtb 3. REFERENCE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR MEMBERS PART OF THE SEISMIC LOAD ,' r G`Z RESISTING SYSTEM(SLRS). 1704.2.5.1 FABRICATION AND QUALITY CONTROL 4/ 2 � 0 PROCEDURES AND SHALL REVIEW FOR G7NYT It' 0 > 0) S. MINIMUM WALL REINFORCEMENT--STACK BOND 4. BOLTS SHALL CONFORM TO THE ASTM AND RCSC SPECIFICATIONS FOR JOINTS USING A325 OR A490 HIGH STRENGTH COMPLETENESS AND ADEQUACY RELATIVE TO VERTICAL CODE REQUIREMENT. � �" ~ VERTICAL BOLTS.BOLTS SHALL BE SNUG TIGHT UNLESS NOTED OTHERWISE. I EXPIRES6.901 0 NOMINAL WALL THICKNESS REINFORCEMENT HORIZONTAL REINFORCEMENT 5. HIGH STRENGTH BOLTS USED AS PART OF THE SEISMIC LOAD RESISTING SYSTEM(SLRS)NOTED ON THE DRAWINGS AND 1704.2.5.2 SPECIAL INSPECTIONS REQUIRED BY 6" #4 @ 24"OC #4 @ 24"OC DETAILS SHALL BE FULLY TENSIONED AND ALL FAYING SURFACES SHALL BE PREPARED AS REQUIRED FOR CLASS A OR SECTION 1705 ARE NOT REQUIRED BETTER SLIP-CRITICAL JOINTS. WHERE THE WORK IS DONE ON THE J Q06 c @6. WELDING SHALL CONFORM TO THE AWS CODES FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION.WELDING FABRICATORS 8" #4 @ 24"OC #4 24"OC PREMISES OF A FABRICATOR 10" #5 @ 24"OC #5 @ 24"OC SHALL BE PERFORMED IN ACCORDANCE WITH A WELDED PROCEDURE SPECIFICATION(WPS)AS REQUIRED IN AWS D1.1 REGISTERED AND APPROVED TOCT (1) AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD.THE WPS VARIABLES SHALL BE WITHIN THE PARAMETERS PERFORM SUCH WORK WITHOUT E 1 12" #5 @ 24"OC #5 @ 24"OC ESTABLISHED BY THE FILLER-METAL MANUFACTURER. SPECIAL INSPECTION.APPROVAL SHALLv) E 7. FOR MEMBERS INCLUDED IN THE SEISMIC LOAD RESISTING SYSTEM(SLRS), REQUIREMENTS OF AWS D1.8(SEISMIC BE BASED UPON REVIEW OF THE SUPPLEMENT)SHALL APPLY. FABRICATOR'S WRITTEN PROCEDURAL C/') 4. BOND BEAMS WITH TWO#5 BARS SHALL BE PROVIDED AT ALL FLOOR LINES,ROOF LINES,AND AT THE TOP OF AND QUALITY CONTROL MANUALS AND 0 '� ALL WALLS. STEP BOND BEAMS AS REQUIRED TO MATCH ROOF SLOPES. 8. ALL WELDS USED IN THE SEISMIC LOAD RESISTING SYSTEM(SLRS),SHALL BE MADE WITH A FILLER METAL THAT HAS A PERIODIC AUDITING OF FABRICATION �'� 5' (n CHARPY V-NOTCH(CVN)TOUGHNESS OF 20 FT-LBS AT 0 DEGREES FAHRENHEIT(F),AS DETERMINED BY AWS PRACTICES BY A NATIONALLY (1) 5. PROVIDE A BOND BEAM WITH TWO HORIZONTAL#5 BARS ABOVE AND BELOW ALL OPENINGS AND EXTEND THESE CLASSIFICATION OR MANUFACTURER CERTIFICATION. ALL COMPLETE JOINT PENETRATION WELDS DESIGNATED AS w BARS A MINIMUM OF 2'-0"PAST THE EDGE OF THE OPENING ON EACH SIDE. "DEMAND CRITICAL"SHALL BE MADE WITH FILLER METAL THAT HAS A CVN TOUGHNESS OF 20 FT-LBS AT MINUS 20 RECOGNIZED ACCREDITING AUTHORITY. 3 0 6. PROVIDE ONE BAR MATCHING THE VERTICAL REINFORCING SIZE FOR THE FULL HEIGHT OF WALL AT EACH SIDE DEGREES F,AND 40 FT-LBS AT 70 DEGREES F. AT COMPLETION OF FABRICATION,THE r APPROVED FABRICATOR SHALL SUBMIT A *C) > OF ALL OPENINGS,AT WALL ENDS,AND AT WALL INTERSECTIONS. 9. FOR COMPLETE JOINT PENETRATION WELDS ASSOCIATED WITH MEMBER SPLICES AND CONNECTIONS NOT PART OF THE CERTIFICATE OF COMPLIANCE TO THE SLRS,WELDS SHALL BE MADE WITH FILLER METAL THAT HAS A MINIMUM CVN TOUGHNESS OF 20 FT-LBS AT 40 DEGREES F. 7. FOUNDATION DOWELS SHALL BE OF THE SAME SIZE AND SPACING AS THE VERTICAL REINFORCEMENT. THESE BUILDING OFFICIAL STATING THAT THE DOWELS SHALL BE LAPPED TO THE VERTICAL WALL REINFORCEMENT AND BE EMBEDDED A MINIMUM OF 9"INTO 10. FOR MEMBERS AND CONNECTIONS THAT ARE PART OF THE SEISMIC LOAD RESISTING SYSTEM,DISCONTINUITIES WORK WAS PERFORMED IN 0 U THE FOUNDATION WITH A STANDARD 90 DEGREE HOOK. CREATED BY ERRORS,OR BY FABRICATION OR ERECTION OPERATIONS,SUCH AS TACK WELDS, ERECTION AIDS,AIR-ARC ACCORDANCE WITH THE APPROVED F... CD F- 8. PROVIDE CORNER BARS TO MATCH THE HORIZONTAL WALL REINFORCING AT ALL WALL INTERSECTIONS. GOUGING,OR FLAME CUTTING,SHALL BE REPAIRED AS REQUIRED BY THE STRUCTURAL ENGINEER. CONSTRUCTION DOCUMENTS. U 9. USE REBAR POSITIONERS TO ENSURE PROPER REBAR PLACEMENT WITHIN CELLS DURING GROUTING. 11. WELDS SHALL BE MADE USING E70XX ELECTRODES AND SHALL BE 3/16"MINIMUM,UNLESS NOTED OTHERWISE ON THE CONCRETE p CDRAWINGS. 10. LAP ALL REINFORCING BARS AS FOLLOWS UNLESS OTHERWISE NOTED WITHIN THE DRAWINGS: INSPECTION OF ANCHORS INSTALLED 1909.1 ACI 318: SPECIAL INSPECTIONS APPLY TO •- U 12. WELDING SHALL BE MADE BY AWS CERTIFIED WELDERS**MEETING CITY OF PORTLAND STANDARDS.** IN HARDENED CONCRETE TABLE 1705.3 3.8.6, 8.1.3, 21.1.8 ANCHOR PRODUCT NAME,TYPE,ANDLow 13. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE BETWEEN THE ARCHITECTURAL AND STRUCTURAL DIMENSIONS, HOLE DIMENSIONS, 71 •_ t6 t/) MASONRY REINFORCEMENT LAP SPLICE SCHEDULE(IN) DRAWINGS TO PRODUCE THE SHOP DRAWINGS. COMPLIANCE WITH DRILL BIT I` BAR SIZE fm=1,500 PSI fm=2,000 P51 fm=2,500 PSI fm=3,000 PSI 14. ALL STEEL EXPOSED TO WEATHER,MOISTURE,SOIL,OR AS NOTED ON PLANS SHALL BE HOT DIP GALVANIZED IN REQUIREMENTS, CLEANLINESS OF THEj •=um O ACCORDANCE WITH ASTM A-123,OR HAVE AN APPROVED PROTECTIVE COATING. HOLE AND ANCHOR,ADHESIVE ( J) D ao #3 18 18 18 18 EXPIRATION DATE,ANCHOR/ADHESIVE elmcil.. ,so15. PROVIDE NON-SHRINK GROUT UNDER ALL BASE PLATES.GROUT SHALL BE FACTORY-PACKAGED,6000 PSI MINIMUM AT 28 INSTALLATION,ANCHOR EMBEDMENT, #4 24 24 24 24 DAYS AND SHALL COMPLY WITH ASTM C 1107. _ AND TIGHTENING TORQUE #5 36 30 30 30 16. PROVIDE WEEP HOLES AT ALL EXTERIOR CLOSED SECTIONS WHERE MOISTURE MAY ACCUMULATE. VERIFYING ADHESIVE ANCHOR ACI 318-11 X COPY OF ACI/CRSI ADHESIVE ANCHOR - #6 54 54 52 52 INSTALLER CERTIFICATIONS SECTION D CERTIFICATION CARDS PROJECT NO. #7 63 63 63 63 9.2.2.2 19-123.1 - #8 72 72 72 72 ACI318-14 DRAWN BY : NOTES: SECTION TC,TFF 17.8.2.2 A. FOR CENTER-TO-CENTER SPACING LESS THAN 5db,MULTIPLY LAP LENGTHS BY 5db AND DIVIDE BY THE REINFORCING STEEL 1705.3 ACI 318:3.5 X TOLERANCES AND REINFORCING CHECKED BY : SPACING BETWEEN BARS. 1910.4 ACI 318:7.1-7.7 PLACEMENT PER ACI 7.5;SPACING LIMITS TFF, JB B. FOR MASONRY CLEAR COVER LESS THAN 5db,MULTIPLY LAP LENGTHS BY 5db AND DIVIDE BY THE CLEAR 1901.3.2 FOR REINFORCING ACI 7.6 COVER. PROTECTION OF REINFORCEMENT PER DATE : C. NOTES A AND B SHALL NOT BE APPLIED CONCURRENT,USE THE LARGER RESULTING LAP LENGTH OF THE ACI 7.7 01.07.2020 TWO WHEN BOTH CONDITIONS OCCUR. PLACEMENT OF BOLTS INSTALLED IN TABLE ACI 318: 1.3.2.0 X ALL BOLTS VISUALLY INSPECTED D. FOR EPDXY COATED BARS,MULTIPLY LAP LENGTHS BY A FACTOR OF 1.5. CONCRETE 1705.3 ACI 318: 8.1.3 REVISION : 1908.5 ACI 318: 21.1.8 1909.1 ACI 318-APPENDIX D 11. THE FOLLOWING MINIMUM MASONRY COVER SHALL BE PROVIDED FOR ALL REINFORCING STEEL: VERIFYING USE OF REQUIRED MIX TABLE ACI 318:CHAPTER 4 X MASONRY REINFORCEMENT COVER DESIGN(S) 1705.3 ACI 318: 5.2-5.4 1904 USE COVER 1904.2 MASONRY FACE NOT EXPOSED TO EARTH OR WEATHER 1-1/2" 1910.2 1-1/2"(#5 AND SMALLER) 1910.3 MASONRY FACE EXPOSED TO EARTH AND WEATHER CONCRETE PLACEMENT TABLE ACI 318: 1.3.2.D X 2"(#6 AND LARGER) 1705.3 ACI 318: 5.9-5.10 STEEL FABRICATION OF STRUCTURAL 1704.2.5.2 AISC 360 N2 X REFER TO INSPECTION OF FABRICATOR MASONRY ACCESSORIES: ELEMENTS REQUIREMENTS 1. ALL PROPRIETARY ANCHORS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURER'S APPROVAL BASED ON NATIONALLY RECOMMENDATIONS. RECOGNIZED ACCREDITING AUTHORITY 2. REINFORCING IN NEW OR EXISTING MASONRY SHALL NOT BE CUT DURING INSTALLATION. MATERIAL VERIFICATION OF 1705.2.1 ASTM A6 X CERTIFIED MILL TEST REPORTS 3. ALL ANCHORS EXPOSED TO EARTH OR WEATHER SHALL BE PROTECTED FROM CORROSION BY HOT DIPPED STRUCTURAL STEEL 2203.1 ASTM STANDARDS GALVANIZING OR USE OF STAINLESS STEEL. TABLE 1705.2 SPECIFIED IN 4. APPROVED MASONRY ANCHOR ARE AS FOLLOWS: CONSTRUCTION DOCUMENTS AISC 360 N3.2 AISC 360 A3.1 APPROVED POST-INSTALLED MASONRY ANCHORS AISC 360 M5.5 TYPE ANCHOR ICC REPORT FOR OTHER STEEL, IDENTIFICATION TABLE 1705.2 APPLICABLE ASTM X MANUFACTURER'S CERTIFIED TEST SIMPSON TITEN HD ICC ESR-1056 MARKINGS TO CONFORM TO ASTM MATERIAL REPORTS CONCRETE SCREW DEWALT SCREW-BOLT+ ICC ESR-4042 STANDARDS SPECIFIED IN THE STANDARDS APPROVED CONSTRUCTION HILTI KWIK HUS-EZ ICC ESR-3056 DOCUMENTS SIMPSON AT-XP IAMPO ER-281 MATERIAL VERIFICATION OF WELD TABLE 1705.2 AISC 360 N3.2 X MANUFACTURER'S CERTIFICATE OF ACRYLIC ADHESIVE DEWALT AC100+GOLD ICC ESR-3200 FILLER METALS AISC 360 A3.5 COMPLIANCE APPLICABLE AWS A5 HILTI HIT-HY 270 ICC ESR-4143 DOCUMENTS SIMPSON WEDGE-ALL ICC ESR-1396 COMPLETE AND PARTIAL JOINT TABLE 1705.2 AWS D1.1 X ALL WELDS VISUALLY INSPECTED PER EXPANSION DEWALT POWER STUD+SD1 ICC ESR-2966 PENETRATION GROOVE WELDS SECTION 6 AWS D1.1 6.9 MULTIPASS FILLET WELDS TABLE 1705.2 AWS D1.1 X ALL WELDS VISUALLY INSPECTED PER HILTI KWIK BOLT-TZ ICC ESR-3785 SECTION 6 AWS D1.1 6.9 NOTES: SINGLE PASS FILLET WELDS GREATER TABLE 1705.2 AWS D1.1 X ALL WELDS VISUALLY INSPECTED PER THAN 5/16" SECTION 6 AWS D1.1 6.9 A. ANCHOR LOCATIONS AND REQUIREMENTS SHALL CONFORM TO THOSE NOTED SPECIFICALLY ON THE STRUCTURAL DRAWINGS.ALL OTHER LOCATIONS REQUIRE PRIOR APPROVAL. PLUG AND SLOT WELDS TABLE 1705.2 AWS D1.1 X ALL WELDS VISUALLY INSPECTED PER B. ALL ANCHORS SHALL BE INSTALLED IN STRICT CONFORMANCE TO THE APPLICABLE ICC REPORT. SECTION 6 AWS D1.1 6.9 SINGLE PASS FILLET WELDS LESS TABLE 1705.2 AWS D1.1 X ALL WELDS VISUALLY INSPECTED PER C. REINFORCEMENT SHALL NOT BE CUT IN NEW,OR EXISTING CMU DURING INSTALLATION OF THAN OR EQUAL TO 5/16" SECTION 6 AWS D1.1 6.9 POST INSTALLED ANCHORS. FLOOR AND ROOF DECK WELDS TABLE 1705.2 AWS D1.3 X ALL WELDS INSPECTED PER AWS D1.3 7.1 SPECIAL D. ANCHORS THAT ARE LEFT EXPOSED TO WEATHER SHALL BE STAINLESS STEEL,OR HOT-DIPPED SECTION 7 GALVANIZED. VERIFYING USE OF PROPER PS'S AISC 360 N3.2 COPY OF WELDING PROCEDURE INSPECTION W SPECIFICATIONS TABLES 6. EPDXY ANCHORS SHALL BE INSTALLED ONLY IN DRY,HAMMER-DRILLED HOLES. VERIFYING WELDER AND WELDING 1705.2.2.1 X COPY OF QUALIFICATION CARDS - 7. INSTALLATION OF ADHESIVE ANCHORS SHALL BE PERFORMED ONLY BY ACI/CRSI CERTIFIED ADHESIVE ANCHOR INSPECTOR QUALIFICATIONS INSTALLERS. WELDING STAIR AND RAILING SYSTEMS 1705.2(2.5) AWS D1.1 SECTION 6 X ALL WELDS VISUALLY INSPECTED PER 8. ADHESIVE ANCHOR INSTALLATIONS IN HORIZONTAL,UPWARDLY INCLINED,AND OVERHEAD ORIENTATIONS SHALL AWS D1.1 6.9 UTILIZE ADHESIVE MANUFACTURER'S PISTON PLUG AND TUBING DELIVERY SYSTEM.PLACE ADHESIVE RETAINING t CAP IN THE HOLE AFTER ADHESIVE INJECTION. 9, I ADHESIVE ANCHOR INSTALLATIONS EXCEEDING 10"EMBEDMENT IN DOWNWARD INCLINED,AND DOWNWARD I I ORIENTATIONS SHALL UTILIZE ADHESIVE MANUFACTURER'S PISTON PLUG AND TUBING DELIVERY SYSTEM. Vosdarray\projects\2019\19-1198(tigard town center-ace hardware tt remodelj\300 document development-froeich\305 cad-phase ti\19-t198_fi-s03.dwg 112/4/2019 1:58:05 PM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER STANGE ASSOCIATES ARCHITECTS,INC. FRAMING PLAN NOTES .4 A 1 FOR A COMPLETE LEGEND OF ALL CALLOUTS AND SYMBOLS SEE COVER SHEET AND 101 SCHEDULES. B FIELD VERIFY EXISTING CMU WALL REINFORCEMENT SIZE AND PLACEMENT AT NEW FACADE 6Alk I% © © ANlk CONNECTION POINTS. FULLY GROUT CELLS AT ALL LOCATIONS WHERE POST INSTALLED 8 ® ® NW My lair 53.1 I 1 ADHESIVE CONNECTIONS ARE TO BE MADE. F R O E L I C H -._ _- -. _ ENQINEERSF C REFERENCE ARCHITECTURAL FOR ALL EDGE OF SLAB DIMENSIONS. 17700 5W Upper Boones Ferry Rd. I 0 VERIFY ALL FIELD CONDITIONS, IF CONDITION VARY IN FIELD FROM DRAWINGS NOTIFY EOR. Suite#115 Portland, Oregon 97224 • E ALL STEEL AND METAL DECKING ARE TO RECEIVE POWDER COATING PAINT FINISH. Office: (503) 624-7005 -- OR R # 1--:4- � h - I _ -`� y� _ f oel ch-engine rs.co m #19-T198 a) �} REFERENCE ARCHITECTURAL. nt ._ i , i _ . ._________. ....__. _ ,_-_„ „ .... ... _ __ _____ . ,. . . - - - - I 'ct. � s�RUCTURgC � /� � • .p - - ' tV ~ _ 0 e i ° - °.'> . f • I I\\fr G1'NCF 'AP 0 0) c,$') ) X x • a . _ ..x - 1 - CNI - - Ln f-�co - - - - _ _ - r - 514 i 1 >� S ti S-S6x5x� .. - - . . E - cn �-cn *'�' -rn cn -rn,, rn...,-.cn cn r -- -- _- .- - - ° 1 , 1 u cn u) u) v) cn cn cn _ _ �� - OREGON O 2 -2 2 -T• T-2 = - - s= I ..p L • 0 0 W --u, wI -,� cu----_`�I • ,� - ° r,M r 22 / •- - - = °4/Y T.1� 0 0) M' by +r4' "rr "Y' J IRE ++ ��'' - EX P � O U � } - _ . . . 3 a a- E ,)Q06 . W 3 E• LEVATION �/�J _ 'D E SCALE: 3/32" = 1'-0" ..., .i,} 19-T198 n 1 .. - c ® , „, 0 r--- . / f -C LATERAL BRACE 800S162-54 BACK TO BACK i LATERAL BRACE 800S162-54 BACK TO BACK 0) AND 8005162-54 TOP CAP AT 45 DEGREES, AND 8005162-54 TOP CAP AT 45 DEGREES, , o (/) FASTEN ALL MEMBERS W/W/#10 TEK FASTEN ALL MEMBERS WI WI#10 TEK T-r O `� SCREWS STAGGERED AT 8" DC, FASTEN TOP . SCREWS STAGGERED AT 8" OC, FASTEN TOP V 0 - TRACK EA ED TO TOP TRACK W/(5) #10 TEK . TRACK EA ED TO TOP TRACK W/(5)#10 TEK I L-__-. 1- 0) E SCREWS AND SIMPSON MSSC6.25 CLIP TO . SCREWS AND SIMPSON MSSC6.25 CLIP TO U 1: FLAT STUD FLAT STUD r+r 22 GAUGE AEP MINI I .1 • ,, `` V-BEAM DECKING WIU 8005162-54 STUDS AT #10 TEK SCREWS AT 6" "0 24"OC OC EA SUPPORT TYP 800S162-54 STUDS AT (!) ' il 24" OC 0 L- • PARAPET STUD ASSEMB C6x8.2 REF DETAIL --C6x8.2 II EF DETAIL O BALLOON FRAMED 9157.1 FOR CONN 91$7.1 =' R CONN -/-8005250 54 STUDS WI WITHIN 6" EA SIDE OF HSS6x6x114 • / 0) D N BLKG AT 5'-0" OC ' LATERAL BRACE TYP _ No 14 8 HSS10x8x318 , i8� / 7 • M (E) HSS5x5x112 TYP S7.1 Ilum.„ W I S7.2 EXIST CONT S7 1 S7 1 HSS8x3x112A 1 , W10x19 TYP W10x197 7 TYP , , :/ . j PROJECT NO. ,"` RIIIfRstlRNI i111111R',IIFiI 1 ■klllfl Illlllkialllllll IIIIRk ■111111 ! '�, ii////'^ loll/c_.c_zr' •'"y'�"�"'r�� C12x20.7 �I 6 l I / k/ I 1 1 ■I1♦zui swum nR■1 1Ik>! 1.1 Ill_.. -" .�, S� I 19 123.1 nlll, ` r II� II ! �! I� �.. _ ..I I� I! •u ► r DRAWN BY : yi �, I�IIii��Nl IIIIIIII�III�I I II�Il�� Haw!! NJ VIII �I�III �lllil� illlll E �jS6x6x1 4 8005255-54 STUDS WI • C12x20.7 W10x19 TYPJ /� \ I 5'-0"Q TC, TFF 10 C12x20.7 L �- r C12x20.7 I C4x4.5 REF C6x8.2 TYP 13 s7.1 11� 11 C12x20. c12x2a.7 12x2o.7� \�! - CHECKED BY : 13 22 GAUGE AEP MINI V-BEAM S7.1 S7.1 DECKING WI#10 TEK SCREWS TYP TYP SI S7•�DETAIL 9/S7.1 S7.1 C4x4.5 REF 10 C4x4.5 REF G 1x4.5 R II TFF, Jia SI AT 6" OC EA SUPPORT TYP EA END FOR CONN TYP DETAIL 91S7.1 TYP S7.1 DETAIL 91S7.1 0; I _ p� DATE EA END FEN? CON \ I� I I� I 1//,; 0, FOR CONN FOR CONN i/ r! C12x20.7 �S7•� I (2) 8005200-54 BOX HEADER W/(2) 800T150-54 01.072020 TYP 12 II TRACK T&B W/STEEL NETWORK STIFFCLIP-HE REVISION : S7.1 EA END W/(20) #10 SCREW PATTERN WI SI (2) 800S200-54 BOXED STUD W/800T150-54 EA END . BUILT UP JAMB STUD EA END y41 (-2\ C• ANOPY PLAN SI.1 SCALE: 3132" = 1'-0" 19-T198 • f f I. . 0 . 31 . : I 00 , as ,; r - 7 - - 7 I- 4 r - 'I r- -k,, L - J 6imirr r 't - -- 1 e I I(r .. r 1 li 'rr'r',rrcr'r+' 775 ��.�,j.�.. . ..,....,. - ll L _ J L - J �li ---... - Tl - - -'I (N) V-4"W x 8" FM; (N) 1'-4"W x 8" FTG WITH (2)#4 CON'- WITH (2)#4 CONT (N) 1' 4"W x 8" FTG , WITH (2)#4 CONT 6 S7.1 VA M TYP REMOVE BRICK VENEER (INCLUDING ABOVE/BELOW STOREFRONT) FOUNDATION a m PLAN AND CANOPY PLAN 1 F• OUNDATION PLAN .) SCALE: 3132" = 1-0" S 1 A 19-TI 98 \\ssdarray\projects\2019\19-1198(tigard town center-ace hardware ti remodel)\300 document development-troelich\305 cad-phase li\19-t198J-sl t.dwg 112/4/2019 1:58:05 PM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER STANGE ASSOCIATES ARCHITECTS, INC. CONT 800T150-54 TOP TRA 7-4" W/(5) #10 TEK SCREWS TO 23/32ND EXPOSURE 1 PLYWOOD ROOF SHTG WI 3'.2" MAX / ,1' RETURN WALL TOP TRACK 23/32ND EXPOSURE 1 PLYWOOD ROOF SHTG WI 48/24 APA SPAN RATING W/#10 x 1 112"WOOD TO � / 48/24 APA SPAN RATING WI#10 x 1 1/2"WOOD TO / 3-2 MAX / METAL TEK SCREWS AT 6"OC AT PANEL EDGES REF ARCH4 METAL TEK SCREWS AT 6"OC AT PANEL EDGES REF ARCH (UNBLOCKED)AND 12" OC IN FIELD;TYPICAL Ak ' (UNBLOCKED)AND 12" OC IN FIELD; TYPICAL © ® 8005162-54 KICKER 15/32ND EXPOSURE 1 PLYWOOD ® AT 24"OC WALL SHTG W/24/16 APA SPAN : ., RATING WI#10 x 1 1/4" WOOD 800S162-64 STUDS _ _ _ ,r ., r I 1 F R O E L I C H TO METAL TEK SCREWS AT 6" ENGINEERS AT 24"OC rkR^M• �` 3625162 54 I 8005200-54 STUDS 17700 SW Upper Boones Ferry Rd. OC AT PANEL EDGES (UNBLOCKED)AND 12"OC IN 8005162 64 STUDS I , AT 24"O C v AT 24"OC 6005162-54 STUDS I $005162-54 KICKER STUDS AT 24"OC PortlandSuite ,Oregon 97224 FIELD; TYPICAL 2 i AT 24"OC I AT 24"OC i '� - Q ` x = Office: (503) 624-7005 q w ` �¢ EYEBROW, REF ARCH Portland, OR. I Bend, OR. I Denver, CO. n� _ . y� U 8005200-54 STUDS Q -• \ Froelich-engineers.com #19-T198 n1 N W INFILL PER ARCH � f AT 24"OC m w W +. •- 800T150-54 W/#10 Q - BUMPOUT, REF ARCH v Il_ - c S�aUC T[l�� I A C O } SCREWS STAGGERED AT \ W I v I 8" OC TO SLEEPER °' I h LIRAMAJt; �� F 2f- FO SOF �',IvE s, = EXISTING PARAPET s 0 /�1 �} z,� 15/32ND EXPOSURE 1 PLYWOOD WALL SHTG - �) �E` �N� __— r ��3 04 F•9 4.0 W CONT 4x8 PT SLEEPER(2) 4 TO.FRAMMG\ _ _ ` W124/16 APA SPAN RATING W/#10 x 1 1/1------------__yJ t 51411 Idi 15/32ND EXPOSURE 1 PLYWOOD WALL © In(FIr�AS()NRY - C ro... E O SIMPSON SDWS22600 EA SHTG W124116 APA SPAN RATING WI#10 WOOD TO METAL TEK SCREWS AT 6" OC A r = = r �1 END TO EXISTING TRUSS / PANEL EDGES (UNBLOCKED)AND 12"OC IN z C - . Ll \\'� x 1 1/4" WOOD TO METAL TEK SCREW o ,yusaNRv I 1 ® FIELD; TYPICAL s . AT 6" OC AT PANEL EDGES (UNBLOCKED I 1 Z 4 m ® - _ - OREGON n 1 O N _ V I � - - — I sA 22 GT W y,., / / ■ AND 12" OC IN FIELD;TYPICAL g WV �; I�f1FCfK ! 0- )1/4,6 T 1 os (I�i�y�r c� -.47-?_k,O IEI - -- II �/ ■ o IE I l l.E - \ -- ri �--L1o rHY T. 5005200-54 STUDS AT 24"OC \ 1EXPIRE • BALLOON FRAMED TO TOP OF 2' 0„+1 ■ 5 ■ 9 O U } SIMPSON SSC6.25 W/318”DIA ALL d PARAPET, PROVIDE BLKG AT 5'-0"OC / 57.1 7 THREAD ROD EMBED 4 1/2" INTO FEF ARC ALIGN W/EXISTING ROUTED S&VIP1 WALL SECTION FULLY GROUTED CMU CELL ■■ CMU CELLS W/TRUE Q SCALE: 114"=1'-0" - -� LEDGER ANCHORAGE 53.1 19-719$ E o 0 8005200-54 STUDS AT 24"0C--„,,,:k. I s CONT 1200T150-54 TOP BALLOON FRAMED TO TOP OF 1_ - ■■ = Eva) — �, TRACK W/(5)#10 TEK PARAPET, PROVIDE BLKG AT 5'-0"OC i1_.. O SCREWS TO RETURN WALL L ^` 15132ND EXPOSURE 1 PLYWOOD WALL - - ■� = [ ' J _ 5:: SHTG W/24/16 APA SPAN RATING WI TOP TRACK w w SIM N �✓ r f. II n� #10 x 1 114" WOOD TO METAL TEK rxL51 W SCREWS AT 6" OC AT PANEL EDGES SIMPSON SSC6.25 W/3/8" DIA ALL $' `(M 3 (UNBLOCKED}AND 12" OC IN FIELD; 800S162-54, LAPPED W/FULLI J� THREAD ROD EMBED 4 112" INTO ■■ r TYPICAL HEIGHT STUDS AN FULLY GROUTED CMU CELL 'ao (E) CMU WALL LAMINATED W/#10 TEK i p ♦ /'► - V / U 1 SCREWS AT 8"OC 4,O�-��imTOREFRONT — �y A I I(:.N 2 1f AIGNW��J� _ _ ~ _ Q B.O-FINLS,1tE,SOFR1 `• - f O r v r l I LL ,' w 8005162-64 STUDS A ! .- Er0) AT 24" OC ® © i- 2 r lj u4x8 PT FILLER BLK $00T150-54 W/(3)#10 ®SIM BTN EA SLEEPER SCREWS EA 4x6 SLEEPER To _— _ ' 0 W SII p4x6 PT SLEEPER AT 3'-0"OC W/ ■ LI . .- 0 • (2) SIMPSON SDWS22600 A ■ L . ,ti CD END TO EXISTING TRUSS II 1— co .. ��55 - - - O) ° o -4 .J.ILI FIN.FLOOR VIE. .. _ . -m..� IP ._ I7RRr _— i L. If MI NN.FIOOR VII-. II IIN.II()OK -.a '- ACE PROJECT NO. 7a WALL SECTION WALL SECTION 3 WALL SECTION r- i --- WALL SECTION 19-123.1 53.1 SCALE: 114"=1'-0" 1 s3 SCALE: 114"-1'-0" 53.1 SCALE: 114"=1'-0" 53.1 SCALE: 114"=1'-0" 19-7198 \w 19-T198 19-T198 19-1198 DRAWN BY : TC, TFF CHECKED BY : TFF, JB DATE : 01.07.2020 REVISION : 23132ND EXPOSURE 1 PLYWOOD ROOF SHTG W/ 3'-2" MAX 23/32ND EXPOSURE 1 PLYWOOD ROOF SHTG W/ 23/32ND EXPOSURE 1 PLYWOOD ROOF 48/24 APA SPAN RATING W/#10 x 1 1/2"WOOD TO / / 3'-2"MAX 3'-2" MAX METAL TEK SCREWS AT 6"OC AT PANEL EDGES REF ARCH 48/24 APA SPAN RATING WI#10 x 1 1/2"WOOD TO / / SHTG WI 48124 APA SPAN RATING WI#10 x 1 ,' / (UNBLOCKED)AND 12" OC IN FIELD; TYPICAL Alk METAL TEK SCREWS AT 6"OC AT PANEL EDGES REF ARCH 112"WOOD TO METAL TEK SCREWS AT 6"OC REF ARCH (UNBLOCKED)AND 12" OC IN FIELD; TYPICAL © AT PANEL EDGES (UNBLOCKED)AND 12"OCall ® IN FIELD; TYPICAL 800S162-54 KICKER '� TV8005162-54 KICKER �AT 24"OC RAMMG 3 `--- -- kAMING \ I AT 24"OC 4 I. �RAMIN[� I 3625162-54 I 8005200-54 STUDS 3625162 54 1 8005200-54 STUDS 800S200-54 STUDS STUDS AT 24"OC T" / AT 24"OC STUDS AT 24"OC AT 24" OC 15/32ND EXPOSURE 1 PLYWOOD WALL SHTG W/ f AT 24"OC 1 24/16 APA SPAN RATING WI#10 x 1 1/4" WOOD TO - METAL TEK SCREWS AT 6"OC AT PANEL EDGES Q ,—800S162-54 KICKER = Alk�' (UNBLOCKED)AND 12" OC IN FIELD; TYPICAL AT 24"OC c3 2 CONT 600T162-54 a, o� I __ i \ I , TRACK T&B r - -� Alk a, ix (( \\ ® 1 [)\YAMIN6 15/32ND EXPOSURE 1 PLYWOOD WALL •• ,.o.1E FdA�.MNG - - I ` $,']FRAMING _ -. Lm. .-- - - SHTG W124/16 APA SPAN RATING W/#10 x---------------------,, 1--t-- 15/32ND EXPOSURE 1 PLYWOOD WALL �� EXISTING PARAPET2/''` ( SHTG W124116 APA SPAN RATING WI#10 rL •_ 1 1/4" WOOD TO METAL TEK SCREWS A ,o.IF1AsoNRr x 1 1/4" WOOD TOA METAL TEK SCREWS �Iy \ ` l �; ��I FIfs�NRY 6" OC AT PANEL EDGES(UNBLOCKED) z \ I t } AND 12" OC IN FIELD;TYPICAL x 2' 0 +/- - AT 6"OC AT PANEL EDGES (UNBLOCKED) AND 12" OC IN FIELD; TYPICAL xlr . bl i� _ __ - ilk "' EFFARCr � .0.()!� C`x -...I 1137 MEMEL ‘111 �7.0�I1DCf_K F �\ ::: I my _ I i .l{DLA t�- - -�� I` 15/32ND EXPOSURE 1 PLYWOOD WALL SHTG WI - C _ i -• • 24/16 APA SPAN RATING W/#10 x 1 1/4" WOOD TO - = 6005162-54 STUDS AT 24"OC METAL TEK SCREWS AT 6"OC AT PANEL EDGES 5 17 COLUMN H! AD m LAMINATED TO EXISTING 2x6 STUD 8005200-54 STUDS AT 24"OC 4 800S200-54 STUDS AT 24" OC BALLOON 5 (UNBLOCKED)AND 12" OC IN FIELD; TYPICAL 0 S7.1 57.2 CONNECTION THROUGH FLANGE W/#10 x 3" w BALLOON FRAMED TO TOP OF W m SCREWS AT 18" OC FRAMED TO TOP OF PARAPET, S7 1 %t:''+• Alk I�1 ALIGN WI EXISTING PARAPET, PROVIDE BLKG AT 5'-0"OC ■ ALIGN W/EXIS INC GROUTED PROVIDE BLKG AT 5'-0"OC RAF 4R OCC ALIGN W/EXISTING 8005200-54 STUDS AT 24" OC BALLOON GROUTED CMU CELLS ■ ® CMU CELLS W/TRUSS LEDGER - W GROUTED CMU CELLS W/ FRAMED TO TOP OF PARAPET, I f W/TRUSS LEDGER - ANCHORAGE 7- TRUSS LEDGER PROVIDE BLKG AT 5'-0"OC . 1 _ I ANCHORAGE \ ■ ;'-6"+1- ANCHORAGE _ '.� -REF ARC © ■ Allik O Mr SIM = g� _�w�py • Ol 4Itt,JWhNs1OREr'II' - " _ - = 5IM W `; \ r (E) CMU WALL E CMU WALL lI1S �w = ,�( ) ® 1 f ( ■ =, 1 Ilir 0 + �N y © I. Pai W�F�,PS,OREFRONr _ r SIM . _ in Ark 12 SIM miWSIM 57.1 -� w _ - SECTIONS :• - - - MI 6 ■ 6 ism S7.1 16 -+ `��r�rF GOR S7.2 C - COLUMN BASE CONNECTION p $f '1 E]HN.FLOOR II l a 17" $I.U.(E)FlN-FLOOR YLF- •ri� I `� I III ` IEI FIN FIOOR , HiI. L Ea 1 S3 . 1 8 WALL SECTION (----6-- WALL SECTION 4 WALL SECTION 2 WALL SECTION 53.1 SCALE: 1/4"=t-0" 19-T198 53.1 SCALE: 114"=1'-0" 19-T198 S3.1 SCALE: 114"=1'-0" 19-1198 S3.1 SCALE:19-T198 114"-1-0" . \\ssdarray\projects\2019\19-1198)tigard town center-ace hardware ti remodel)\300 document development-imeich\305 cad-phase ii\19-t198_ii-s3l.dwg 11!712020 12:12:31 PM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER STANGE ASSOCIATES ARCHITECTS,INC. IN —_,/,---- F R O E L I C H EDGE ROOFSHTGREF ENGINEERSR EDGE SCREW SCREW ELEVATION STUDS, STUDS, REF Suite #S Upper Boones Ferry Rd. 1 REF PLAN V. TYP Portland, Oregon 97224 — Office: (503)624-7005 — SHEATHING, HSHEATHING Portland, OR. Bend, OR. Denver, CO.REF ELEV. + + STUDS, REF REF PLAN SHEATHING, I I /n�11 : + PLAN REF ELEV. froelich-engineers.com #19-1198 W + + N W •- _ SIMP MSSC 6.25 W/ 1/2" DIA ALL S�¢UCTU'�A( I ^ O 4-- 600S162-54 f,,, 600S162 54 ALIGNED THREADED ROD EMBED 8" MIN. WI 3625162-54 W/(4)#10 TEK ��CF v f W/ EA STUD I SIMP SET XP ADHESIVE EA STUD SCREWS EA STUD ,`(��Gy�E�C�ss/+ 0 n) L ' Q. 51411 ,� � L XXT150-54 BOT TRACK O 16 GAUGE x 4"x 6" LIGHT GAUGE W/#10 TEK SCREW EA jr- 6001150-54 BOT TRACK rm... + + + + + + % \ / a) CUP I�PLATE (Fy=50KSI)AT 5 0' OC WI ANGLE EA STUD OREGON W/#10 TEK SCREW EA + + + + + + + + S a to FLANGE EA STUD + + (3) #10 x 1 112"SCREWS EA REF E SCREW t - >/,y pr 22 1c)\G.� L STUD, (3) CLIPS MINIMUM PER / REF ELEV n + + STUD / _ on-fY T.�� V/ 0 �} , / � EDGE SCREW j 1 EXPIRES l ~ / / 3625162-54 W/(2)#10 �' oL O �` - - EDGE SCREW / ✓ #10 TEK SCREWS AT 8" OC, p� ✓ TEK SCREWS EA STUD EDGE SCREW r / EDGE SCREW BLKG TOP LEDGER D a c #10 TEK SCREWS AT 8" OC, E Q BLKG TO LEDGER,AND EA STUD / / l / (E) PARAPET WALL 3625150-54 BLKG0 a) 3621150-54 BLKG D E 1,ri — c.,, O . ›. — 0 0 rio--- CHANNEL CORNER CONN NOT USED 4 PARAPET CONN 1 C 0 57.1 SCALE: 1" = 1'-0" S7.1 SCALE: 1" = 1'-0" S7.1 SCALE: 1" = 1'-0" 57 SCALE: 1" = 1'-0" ' 19-T198 19-1198 19-T198 19-T198 w _ 0 0 — Imm. 0) ;4= UC 111E3 r lj 0 12 , — SIMP SSC4.25 W/3/8"ALL THREADED L 7:3 ROD EMBED 4 1/2" W/SIMP SET-XP V) ADHESIVE-IN FULL GROUTED CMU 0 L BOND BEAM D O 0) L4x4x3/8 T+B SHTG REF ��r" -��1-7- V1 (\J SECTION / j i l f / (E) BOND BEAM �"�' 2 /- OA dr HSS HDR • REF PLAN ✓( GROUTED REF ARCH / CELL/ T SIM EDGE / EDGE PROJECT NO. 114" GAP PL--„, + + _: . . ... y SCREWS SCREWS 19 123.1 + + ' DRAWN BY �� + + + + + + ;�XX 1150 TOP CONI TC, TFF 0 OGl + + TOP TRACK TYP CHECKED BY • '''''''' L --.NN -, TFF, JB . / /I \ 362S162 54 WI DATE . 3 SIDES 3625162 54 WI j j (4)#10 TEK SCREWS 114„ V \TYP (4) #10 TEK SCREWS EA STUD 01.07.2020 TO STUD // i / REVISI N i ✓ \ O ✓ • ✓ 1 STUDS, REF HSS COLUMN 114" \TYP ✓ (E) ROOF FRAMING ELEV. TYP SHEATHING, REF PLAN ^� NOT AT SIM COND. REF SECTION. (E) CMU/BRICK WALL j \\� 'BALLOON FRAMED _ '\ �\ STUDS REF ELEV CL 8 HSS HDR CONN S6.02 SCALE: 1" = 1'-0" 18-T069B LATERAL TIE 2 TOP LAT BRACE CONN 57.1 SCALE: 1" = 1`-0" 191198 S7.1 SCALE: 1" = 1'-0" 19-T198 CL --,PL 318"x6"x3 1/2"WI 1 112" (2) 1/2" DIA BOLTS BM REF PLAN N 1 1/2" GAP MAX Tr- \ \ 11 O \ KICKER REF ELEV WI ..,_. STUDS rA \ \ '(2) ROWS OF (3) #10 REF ELEV \---:-61COPED SHEATHING -->,i \ TEK SCREWS EA. STUD 114 REF ELEV STUDS, REFE REF PLAN SIMP SSC6.25 W/3/8" DIA ELEV. TYP J-BOLT EMBED 8" EA STUD \ \ SHEATHING, C6 KNIFE PL EDGE SCREW \800T150-54 BASE REF ELEV. ` t ' TRACK 3625162-54 W/(4)#10 TEK SCREWS EA STUD, SLAB ON GRADE _�v�__ CL BY OTHERS R '•';;;•• (2) #4 CONT TOP # '��1 1 1/?" C4L COPED REF OF STEM WALL XXT150-54 SOT TRACK L� W/#10 TEK SCREW EA FOR SIZEJr ANGLE EA STUD + + + + + + CL 112" GAP MAX � N [PLAN , + +.. .. —+ + + + , , o v 1 ' T III _2 , `� EDGE SCREW — FRAMING '` „/". ...0-..- Is° [(E) FTG PL 318"x4"x3 1/2"W/ / 8" 3625162-54 W/(2)#10 #10 TEK SCREWS AT 8”OC, DETAILS (1) 5/8" DIA BOLTS (2) #4 CONT/ BLKG TOP LEDGER / \-#4 VERTS r - I - - - //' TEK SCREWS EA STUD 3621150 54 BLKG (N) CONC FTG J / 1'-4" / INTO FTG qT 16"OC EDGE SCREW C4 KNIFE PL 9\ TYP CHANNEL CONN 6 TYP FTG r"--3--- KICKER CONN S7.1 SCALE: 1" = 1'-0"19-T198 S7 ) 19-7198 19 119SCALE: 1" = 1'-0" 57.1 SCALE8: 1" = 1'-0" 1 S7 • \\ssdarray\projects\2019\19-898{tigard town center-ace hardware 11 remodelp,300 document development-froelich\305 cad-phase it\194198_li-s7l.dwg 1 12/10/2019 1 1:26:49 AM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER STANGE ASSOCIATES ARCHITECTS,INC. mo 2" RAD 8 112" 3" (2) GROUPS OF (2)--„,,,„„,,,,.,....:x_/ 6" QC X PL318" 4 #10 x 1 112"TEK SCREWS AT6"OC + + a•1 1 FROELICH ENGINEERS I 17700 SW Upper Boones Ferry Rd. Suite#115 NON STRUCTURAL TIE BACK ROD, Portland, Oregon 97224 V)STUDS REF SECTION WIN REF ARCH, NOTE ALL TIE RODS Office: (503) 624-7005 Portland, OR. I Bend, OR. I Denver, CO. nl SIMP SSC6.25 TO HDR DO NOT ALIGN W/WF OR froelich-engineers.com #19-T198 ^% C VJ CHANNEL w w W •— w z 2 SiBU�.I OF v ! C C 7• w " '�� CI. NE `�'s� 0 n\ C5) 6" MAX LATERAL BRACE REF -,—/' • GQA PIPE SLEEVE, �° .,� 9 • uJ EA END DETAIL 51S600 SIM 114 / REF ARCH g _ § • 514111E 0r E \3 SIDES r� z CI CHANNEL ® \ 5/8" 1/4 \ ♦ 4 PL3/8" O OREGON SUPPORT Jr + + TO TOP OF WF WHEN ALIGNED1> �♦ O [7 O ai ® GrP + + 114" ` w_ 0 �+ BEYOND I ••••�•••• ROOF DECKING f' °} �� 0 0 1-.........1 n,a •„ PL314"x8"x5" REF PLAN 1 '� , Two T 22�N\G� W L 116 ....,,,/41 �IYT• > .— 11 5HSS HDR ' I� EDGE REF PLAN CHANNEL IEXPIRESa r II REF PLAN S - . 0L. D alJ } L / I� o CHANNEL, REF L. PL1"x6" x10" , T I��I PLAN AND DETAILc BACKER PLATE �-CHANNEL, REF �` 9/S7.1 FOR CONN Q PLAN AND DETAIL J W 9/S7.1 FOR CONN SLOPE 1 112" PL318"x3 112"x8"KNIFE CY WALL MOUNTED CANOPY EDGE 5/16REF ARCH U0 E CHANNEL, REF PLAN CHANNEL, REF PLAN 1" GAP / BM REF + Q 1/2" GAP PL W/{2) 112" DIA �D E MAX PLAN r w THRU BOLTS Cn 5116" > � MAX n 0 1 -..., .}. 0 6'-0" MAX REF ARCH — ) ,- (E) 8" CMU/BRICK WALLC 0 (N)WALL FRAMING N ■■C 0) BEYOND O � /1 V J C 0 . . A A I .. (3) ..-E- 12 SECTION 4 CANOPY L3x3x3/8x0'-8" EA SIDE W/5/8" DIA ALLr 014 WALL MOUNTED CHANNEL AT CANOPY CHANNEL S7 2 SCALE: 1"= V-0" THREAD ROD EMBED 5" INTO BOND I SCALE: 1" = 1'-0" 19-T198 BEAM W/SIMP SET-XP ADHESIVE I C �7 � 19T198 -. , (E) BOND BM, 1:) •— I� / FIELD VERIFY (E) V LEDGER V) 2" HSS8x8x318 \\1/4 — / LOCATION / RAD 0 I O , Orr �3"� PL112" • • j , 0) D C) �I � 0 (2) GROUPS OF (2) SIMP lI ,1) M i SDS25200 SCREWS AT 3"OC TO EXISTING 2x6 STUD �&") • H Al / I 3 SIDES / 114 / + PROJECT NO. 2' 0 RAD I / 19-123.1 NON STRUCTURAL TIE BACK ROD, 3 (E) 2x6 STUDS AT 12"OC, REF ARCH, NOTE ALL TIE RODS A PL318" .01 DRAWN BY (E) HSS5x5x1I2 ALIGNED 4 DO NOT ALIGN W/WF OR rim 0 TC, TFF WI EA BEAM CHANNEL w cc �' wm OA z 1116 CHECKED BY : TFF, JB WALL MOUNTED uj u_ w w DATE CHANNEL, REF PLAN J1r--- 1141), w w 2 • G PIPE SLEEVE, I'll z li:/--. 114 / 114 �'O REF ARCH - 1- _' cc NON STRUCTURAL A 01.07.2020 1/2" DIA THRU BOLT T&B, / 3 SIDES p w H CO a X ¢ w TIE BACK ROD, REF 1/4 > r CENTER IN SHORT LEG f 114 TO TOP OF WF WHEN ALIGNED * 4 0 O O H 0 w �"GPP ARCH U REVISION � � ♦ PL3/8' O � z OF ANGLE 1" GAP / 114" ♦` w p o_ w PIPE SLEEVE, Q t N-4x12 DF#2 BLKG WI SIMPSON M ROOF DECKING �'f �- Q = REF ARCH 3 SIDES\ w CJ HGAIDKT T&BTO EXISTING STUDS �PL314"x8"x4" `REF PLAN 114" �� c Z • PL31$" 4" _ 114 / 114 �+ cc AT EA ANGLE MOUNT w z �� '+ N w EXIST HSS 8x3x318 f '•� HIII ♦ PL314x5 x8" 1" GAPIII io .- REF PLAN I REF PLAN CHANNEL fn 0 N- rink / \ ` ��EXISTING STUDS S S I .°- _.....kg TO TOP OF / r ��, WF WHEN 3 SIDES 5/16 MAX 14 L8x4x1/2 x 0'-8" LLH AT 4'-0"OC / = / o CHANNEL, REF t E BOND But, FIELD (MAX), CLIP LONG LEG AS REQ'D BY _III �, 114 ALIGNED \�' ( )PLAN AND DETAIL �� II>< VERIFY E EDGER ARCH AND WITHIN 6"FROM EA END .' `� 9/57.1 FOR CONN PL3/8x8"x 3 112 KNIFE PL ' LOCATION_:_,,/,_.\\ ) \ SLOPE W/(2) 1/2" DIA THRU 5116" REF ARCH i 1 112" PL3/8"x3 1/2"x8" KNIFE BOLTS �, I� 5116 I" BM REF PLAN,VERIFY + Q 1/2" GAP PL W/(2) 1/2" DIA EDGE CHANNEL _�._� ._ I\ I, /TO / EXIST ALIGNMENT W/ w THRU BOLTS REF PLAN \-CHANNEL, REF SLOPE) , 1/4 \HS5 COLUMN COLUMN MAX PLAN AND DETAIL REF ARCH • 6' 0" MAX REF ARCH CHANNEL, REF 1/2" 91S7.1 FOR CONN PLAN AND DETAIL \ / / GAP MAX 1 BM REF 9/S7.1 FOR CONN 114 TYP 15 WALL MOUNTED CHANNEL CONNECTION TO WALLr) 114 PLAN 3/8" CAP PL TYP TOP 57.2 S9C-T1 ALE:81 = 1'-0" cc AND BOTTOM 1/4 I> 6'-0"MAX / / 13 SECTION 7 CANOPY REF ARCH 57.2 SCALE: 1"= 1'-0" STUD5 19-T198 WALL SHTG REF ELEV REF ELEV — 318x7xV-0" CENTERED ON COLUMN W/5/8" A ALL THREAD ROD EMBED 8"INTO STEM 11 SECTION 5 CANOPY ALL EA SIDE OF COLUMN W/SIMP SET-XP PL318x7x1'-0" CENTERED ON HSS BRACE W/5/8" (E) 8" CMUIBRICK WALL ESIVE W/ 1 1/2" EDGE OF STEEL DISTANCE DIA ALL THREAD ROD EMBED 5" INTO BOND SCALE: 1"= 1-0"S7.2 19-T198 BEAM EA SIDE OF HSS BRACE W/SIMP SET-XP ADHESIVE W/1 1/2" EDGE OF STEEL DISTANCE d d (E) BOND BM, FIELD / 3 800T150-54 TRACK BLKG WI SIMP MSSC5.5 EA END % / VERIFY(E) LEDGER 1/4 AND (4) #10 TEK SCREWS TO CAP PLATE, WALL SHTG LOCATION SLAB ON GRADE I I (E) ROOF BY OTHERS WI#10 TEK SCREWS AT 3' OC TO TRACK, (4) MIN 114 hF (2)#4 CONT TOP A SHTG '"' OF STEM WALL 1/4" CAP PLATE � r� / 114 , ,,, , , �� ` �� `�� , �� , �� , _, , Jr , COLUMN REF PLAN \, . / ,‘ . f CL - .1 o " iO .- -- \3 WALL SHTG REF 1(E) FTG ELEVATION 114$„ / FRAMING (2)#4 CONT y / jz71 ,/ #4 VERTS W/STD . • I DETAILS (N) CONC FTG / 1'-4" / INTO FTG AT 16"OC HSS6x6x1/4 BRACE \--(E)TRUSS 17 HSS CANOPY COLUMN HEAD CONNECTION 16 HSS CANOPY COLUMN BASE CONNECTION S7.2 SCALE: 1" = 1'-0" 19-T198 S7.2 l SCALE: 1" = 1'-0" / 19-T198 S7 . 2 2 \\ssdarray\projects\2019\19-1198(tigard town center-ace hardware ti remodel)\300 document development-troe5ch\305 cad-phase ii\19-1198_iPs72.dwg 112/10/2019 1:19:13 PM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER STANGE ASSOCIATES ARCHITECTS,INC. �o,, ,4 P R OFFS ELECTRICAL SYMBOL LIST ��`',��,7G7N, ,, 77_,, , NOTE: This is a standard symbol list and not all items listed may be used. OREGON '/GN/02,2Q� Abbreviations NEC NATIONAL ELECTRIC CODE Lighting Switches and Receptacles �� x O'� F NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION I EXPIRES: 12/31/20 I (E) EXISTING 1)01 COMBINATION EXIT SIGN CEILING MOUNTED AND DUAL HEAD DUPLEX RECEPTACLE (MULTIPLE LETTERS INDICATE MULTIPLE NESC NATIONAL ELECTRIC SAFETY CODE EMERGENCY EGRESS LIGHTING WITH BATTERY PACK. ARRROW(S) OPTIONS) (R) RELOCATE INDICATES DIRECTION IF SHOWN A =ABOVE COUNTER V) NTS NOT TO SCALE G = GROUND FAULT CIRCUIT INTERRUPTER (X) DEMOLISH A *, COMBINATION EXIT SIGN WALL MOUNTED AND DUAL HEAD EMERGENCY L = ISOLATED GROUND n} OC ON CENTER EGRESS LIGHTING WITH BATTERY PACK. ARRROW(S) INDICATES P = PENDANT MOUNTED WITH CORD GRIPS. VERIFY PENDANT `+) A AMPERES, AMBER DIRECTION IF SHOWN LENGTH (n C C +•- S = SPLIT WIRED 1— OFCI OWNER FURNISHED, CONTRACTOR INSTALLED ® EXIT SIGN CEILING MOUNTED, ARROW(S) INDICATES DIRECTION IF U = USB PORT(S) 0 n1 AFC ABOVE FINISHED CEILING cp SHOWN W= WEATHERPROOF CONTINUOUS USE COVER, GFCI W 0 PH PHASE PROTECTED, WITH WEATHER-RESISTANT RECEPTACLE O AFF ABOVE FINISHED FLOOR I EXIT SIGN WALL MOUNTED, ARROW(S) INDICATES DIRECTION IF SHOWN a PNL PANEL AHJ AUTHORITY HAVING JURISDICTION DOUBLE DUPLEX RECEPTACLE. SEE LETTER CODE LIST AT DUPLEX EO RECEPTACLE FOR OPTIONS 0 0 PVC POLY-VINYL-CHLORIDE Imo. RECESSED 1'X 4' LUMINAIRE AIC AVAILABLE INTERRUPTING CAPACITY0 PWR POWER ® EQUIPMENT ELECTRICAL CONNECTION 0) > 1-7- CL ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ® RECESSED LUMINAIRE 0 QTY QUANTITY ® SPECIAL PURPOSE RECEPTACLE. LETTER CODE DENOTES RECEPTACLE 0U r l -i-- AWG AMERICAN WIRE GAUGE CONFIGURATION ® RECESSED LUMINAIRE WITH INTEGRAL EMERGENCY BATTERY REQD REQUIRED CONNECTED TO UNSWITCHED CIRCUIT LX-XXR = NEMA CONFIGURATION TWIST-LOCK RECEPTACLE D a 06c BAS BUILDING AUTOMATION SYSTEM X-XXR = NEMA CONFIGURATION STRAIGHT BLADE RECEPTACLE Q RFI REQUEST FOR INFORMATION P = PENDANT MOUNT WITH CORD GRIPS. VERIFY PENDANT7 E0 C CONDUIT, CLOSE, CONTROL I 0 I SURFACE OR PENDANT MOUNTED 2' X 4' LUMINAIRE LENGTH RM ROOM X = COORDINATE RECEPTACLE CONFIGURATION WITH EQUIPMENT •� E CA CABLE BEING SUPPLIED • SURFACE OR PENDANT MOUNTED 2'X 4' LUMINAIRE WITH INTEGRAL W -f- RMC RIGID METAL CONDUIT EMERGENCY BATTERY CONNECTED TO UNSWITCHED CIRCUIT CAT CATEGORY os CEILING MOUNTED OCCUPANCY SENSOR SHT SHEET P = PASSIVE INFRARED 0 0 CLG CEILING D = DUAL TECHNOLOGY 0 I () I SURFACE OR PENDANT MOUNTED 1'X 4' LUMINAIRE U = ULTRASONIC, 360 DEG RANGE SPD SURGE PROTECTION DEVICE H = ULTRASONIC, HALLWAY PATTERN > COORD COORDINATE v (LOWERCASE) =VACANCY CONTROL DESIGNATION STD STANDARD I • I SURFACE OR PENDANT MOUNTED 1'X 4' LUMINAIRE WITH INTEGRALO V) _ C CU COPPER EMERGENCY BATTERY CONNECTED TO UNSWITCHED CIRCUIT os U SWBD SWITCHBOARD WALL MOUNTED OCCUPANCY SENSOR — dB DECIBEL P = PASSIVE INFRARED (3) LSURFACE OR PENDANT MOUNTED LUMINAIRE WITH INTEGRAL D = DUAL TECHNOLOGY •U TBD TO BE DETERMINED • EMERGENCY BATTERY CONNECTED TO UNSWITCHED CIRCUIT v (LOWERCASE) =VACANCY CONTROL DESIGNATION c a r DIA DIAMETER 1:3 ,_ eL r TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR U EH DIM DIMENSION WALL MOUNTED OCCUPANCY SENSOR/SWITCH L L. TYP TYPICAL C'0 t SURFACE OR PENDANT MOUNTED STRIPLIGHT S = PASSIVE INFRARED WITH INTEGRAL "OFF" SWITCH p O C/) DIV DIVISION T= DUAL RELAY PASSIVE INFRARED WITH TWO INTEGRAL"OFF" SWITCHES 0 UL UNDERWRITERS LABORATORIES =40=1SURFACE OR PENDANT MOUNTED STRIPLIGHT WITH INTEGRAL D = PASSIVE INFRARED WITH INTEGRAL DIMMER TO OFF. CI D 0 0 DN DOWN EMERGENCY BATTERY CONNECTED TO UNSWITCHED CIRCUIT v (LOWERCASE) =VACANCY CONTROL DESIGNATION • — C� UON UNLESS OTHERWISE NOTED Film CO DTL DETAIL UPS UNINTERRUPTIBLE POWER SUPPLY Q WALL MOUNTED LUMINAIRE tit, PHOTO ELECTRIC SWITCH DWG DRAWING D = CONTINUOUS DIMMING PHOTOCELL PROJECT NO. S = SWITCHED PHOTOCELL V VOLTS, VOLTAGE f WALL MOUNTED LUMINAIRE WITH INTEGRAL EMERGENCY BATTERY 19 0641 E EMERGENCY CONNECTED TO UNSWITCHED CIRCUIT $ SINGLE POLE SWITCH DRAWN BY : EA EACH W/ WITH 2 = DOUBLE POLE SWITCH 3 = THREE-WAY SWITCH BE W/O WITHOUT 4 = FOUR-WAY SWITCH CHECKED BY : EF EXHAUST FAN a THRU z (LOWERCASE) = LUMINAIRE CONTROL DESIGNATION WP WEATHERPROOF Miscellaneous D = DIMMER TFF, JB EL ELEVATION #10 M = MANUAL MOTOR STARTER WITH THERMAL OVERLOAD DATE XFMR TRANSFORMER CIRCUIT WIRING. ARROW INDICATES HOME RUN TO PANEL W= WEATHERPROOF SWITCH EMT ELECTRICAL METALLIC TUBING V= LOW VOLTAGE SWITCH 12.05.2019 WITH CIRCUITS AS NOTED. WIRE SIZE IS#12 AWG MINIMUM UNLESS B-27,29,31. NOTED OTHERWISE. SHORT TICK MARKS INDICATE PHASE REVISION : FA FIRE ALARM Connections 1 Equipment CONDUCTORS. LONG TICK MARKS INDICATE NEUTRAL CONDUCTORS. A SINGLE CURVED TICK MARK INDICATES INSULATED GREEN GROUND FBO FURNISHED BY OTHERS CONDUCTOR. SECOND CURVED TICK MARK INDICATES "ISOLATED VFD COMBINATION ADJUSTABLE FREQUENCY DRIVE WITH SAFETY GROUND" (GREEN INSULATION WITH YELLOW STRIPE) CONDUCTOR. FMC FLEXIBLE METAL CONDUIT DISCONNECT SWITCH BRANCH PANEL FT FOOT, FEET a COMBINATION MOTOR STARTER/FUSED DISCONNECT SWITCH n CIRCUIT BREAKER G, GND GROUND a HEAVY DUTY FUSED DISCONNECT SWITCH GFCI GROUND FAULT CIRCUIT INTERRUPTER ,,, DRY TYPE TRANSFORMER "'r GFI GROUND FAULT INTERRUPTER 0CEILING MOUNTED JUNCTION BOX FLUSH WALL MOUNTED BRANCH PANEL GFP GROUND FAULT PROTECTION El FLOOR MOUNTED JUNCTION BOX GB HT HEIGHT GROUND BAR 1 Q WALL-MOUNTED JUNCTION BOX ID IDENTIFICATION IVE MAIN DISTRIBUTION PANEL/SUB DISTRIBUTION PANEL IEEE INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS MOTOR CONNECTION IG ISOLATED GROUND NON-FUSED DISCONNECT SWITCH 0 DUAL CHANNEL POWER/DATE POLE. INSTALL POWER/DATA POLE PER EP MANUFACTURER REQUIREMENTS. IN INCH, INCHES El TRANSFORMER KV KILOVOLT Raceways KVA KILOVOLT AMPERES CONDUIT CONCEALED IN WALL OR CEILING SPACE SHEET INDEX KW KILOWATT General E0 1 COVER SHEET- ELECTRICAL LED LIGHT EMITTING DIODE CONDUIT ROUTED BELOW FLOOR/GRADE E0.2 SPECIFICATIONS- ELECTRICAL —X—X— DEMOLISH E0.3 SPECIFICATIONS ELECTRICAL LFMC LIQUIDTIGHT FLEXIBLE METAL CONDUIT E0.4 SPECIFICATIONS - ELECTRICAL EXISTING WORK • CONDUIT ELLED DOWN E0.5 SPECIFICATIONS - ELECTRICAL LV LOW VOLTAGE E2.0 PARTIAL DEMO, FLOOR, AND CEILING PLANS- ELECTRICAL E3.0 SCHEDULES- ELECTRICAL MCA MINIMUM CIRCUIT AMPS NEW WORK O CONDUIT ELLED UP MCC MOTOR CONTROL CENTER ak DETAIL NUMBER AND SHEET LOCATION () CONDUITIWIRING CONTINUATION MIN MINIMUM © COVER SHEET EQUIPMENT IDENTIFICATION, REFER TO SHEET 5.1 7 CONDUITIWIRING STUBBED OUT WITH END CAP OR INSULATED PLASTICn� - ELECTRICAL MISC MISCELLANEOUS XX-X BUSHING only LOCATION lot pett of this permit MOCP MAXIMUM OVERCURRENT PROTECTION O KEYED NOTE FLEXIBLE CONDUIT MT, MTD MOUNT, MOUNTED 4 :t� � aeltiNte N.I.O. NOT IN CONTRACT N/A NOT APPLICABLE 0 I N T E R F A C E N G I N E E R I N EG N NEUTRAL PROJEAT 2019-0641 Evns SHEETCONTACT Ben Evans 1 100 SW Main Street, Suite 1500 Portland,OR 97204 TEL 503.382.2266 www.interfaceengineenng.com \2oi9 20i9-06x1 cad hose ii\electrics 0641eD l.dw 11!25!201 10: 7:07 AM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER,TANGS ASSOCIATES ARCHITECTS,INC. FILE: O 41EO.1.DWG — LAYO�IT1 I EDIT: 12/52019 6:42 PM BY BENE PLOT: 12/5/2019 6:47 PM BY BEN EVANS 00 P R Opp ' ' ss SECTION 26 00 00-ELECTRICAL BASIC REQUIREMENTS REVISIONS.COORDINATE WITH THE REQUIREMENTS OF"SUBMITTALS".FOR ANY PRODUCT MARKED"OR FiRESTOPPING MATERIAL.INSTALL FIRESTOPPING MATERIAL COMPLETE AS DIRECTED BY MANUFACTURER'S 3.12 FiELD QUALITY CONTROL (<0aG i N FF /0* APPROVED EQUIVALENT",A PART 1 -GENERAL PURCHASE,DELIVERY OR INSTALLATION.SUBSTITUTION REQUEST MUST BE SUBMITTED TO ENGINEER FOR APPROVAL PRIOR TO THROUGH-PENINSTALLATION ETRATIONFIRERE STOPS.REQUIREMENTSNS.MEET OF ASTM E814,STANDARD TEST METHOD FOR FIRE TESTS OF A. CONFIRM FIELD QUALITY CONTROL REQUIREMENTS IN DIVISION 01,GENERAL REQUIREMENTS,SECTION 26 00 00, �� 727 7PE�� 9'' 1.01SECTION INCLUDES ELECTRICAL BASIC REQUIREMENTS AND INDIVIDUAL DIVISION 26,ELECTRICAL SECTIONS. 11.SHOP DRAWINGS:PROVIDE COORDINATED SHOP DRAWINGS WHICH INCLUDE PHYSICAL CHARACTERISTICS OF ALL E. PLENUMS: A. WORK INCLUDED IN 26 00 00,ELECTRICAL BASIC REQUIREMENTS APPLIES TO DIVISION 26,ELECTRICAL WORK TO SYSTEMS,DEVICE LAYOUT PLANS,AND CONTROL WIRING DIAGRAMS.REFERENCE INDIVIDUAL DIVISION 26, 1. IN PLENUMS,PROVIDE PLENUM RATED MATERIALS THAT MEET THE REQUIREMENTS TO BE INSTALLED IN PLENUMS. B. TESTS: / PROVIDE MATERIALS,LABOR,TOOLS,PERMITS,INCIDENTALS,AND OTHER SERVICES TO PROVIDE AND MAKE READY FOR ELECTRICAL SPECIFICATION SECTIONS FOR ADDITIONAL REQUIREMENTS FOR SHOP DRAWINGS OUTSIDE OF THESE OREGON OWNER'S USE OF ELECTRICAL SYSTEMS FOR PROPOSED PROJECT. F. STARTUPIN ACCORDANCE WITH MANUFACTURER'S START-UP INSTRUCTIONS,AND IN PRESENCE OF 1 REFERENCE INDIVIDUALQSPECIFICATION SECTIONS FOR REQUIRED TESTS.DOCUMENT TESTS AND INCLUDE INFIED. �GN�02 2�,�p�� REQUIREMENTS. B. CONTRACT DOCUMENTS INCLUDE,BUT ARE NOT LIMITED TO,SPECIFICATIONS INCLUDING DIVISION 00,PROCUREMENT a. PROVIDE SHOP DRAWINGS INDICATING ACCESS PANEL LOCATIONS,SIZE AND ELEVATION FOR APPROVAL PRIOR TO MANUFACTURER'S REPRESENTATIVE.TEST CONTROLS AND DEMONSTRATE COMPLIANCE WITH REQUIREMENTS. OPERATION AND MAINTENANCE MANUALS. *.9? "/E. K. O'\-°>'' AND CONTRACTING REQUIREMENTS AND DIVISION 01,GENERAL REQUIREMENTS,DRAWINGS,ADDENDA, INSTALLATION. REPLACE DAMAGED OR MALFUNCTIONING CONTROLS AND EQUIPMENT. 2. DURING SITE EVALUATIONS BY ARCHITECT OR ENGINEER,PROVIDE APPROPRIATE PERSONNEL WITH TOOLS TO OWNER/ARCHITECT AGREEMENT,AND OWNER/CONTRACTOR AGREEMENT.CONFIRM REQUIREMENTS BEFORE 12.SAMPLES:PROVIDE SAMPLES WHEN REQUESTED BY INDIVIDUAL SECTIONS. COMMENCEMENT OF WORK. G. PROVIDE MISCELLANEOUS SUPPORTS/METALS REQUIRED FOR INSTALLATION OF EQUIPMENT AND CONDUIT. REMOVE AND REPLACE TRIMS,COVERS,AND DEVICES SO THAT PROPER EVALUATION OF INSTALLATION CAN BE EXPIRES: 12/31/20 13.RESUBMISSION REQUIREMENTS: 3.02 SEISMIC CONTROL PERFORMED. C. DEFINITIONS: a. MAKE ANY CORRECTIONS OR CHANGE IN SUBMITTALS WHEN REQUIRED.PROVIDE SUBMITTALS AS SPECIFIED.THE CONFIRM SEISMIC CONTROL REQUIREMENTS IN DIVISION 01,GENERAL REQUIREMENTS,STRUCTURAL DOCUMENTS,AND 3.13 LETTER OF CONFORMANCE 11.111111. PROVIDE:TO FURNISH AND INSTALL,COMPLETE AND READY FOR INTENDED USE. ENGINEER WILL NOT BE REQUIRED TO EDIT AND/OR INTERPRET THE CONTRACTOR'S SUBMITTALS.INDICATE A. INDIVIDUAL DIVISION 26 ELECTRICAL SECTIONS. V) 2. FURNISH:SUPPLY AND DELIVER TO PROJECT SITE,READY FOR UNPACKING,ASSEMBLY AND INSTALLATION. CHANGES FOR THE RESUBMITTAL IN A COVER LETTER WITH REFERENCE TO PAGE(S)CHANGED AND REFERENCE A. STATEMENT PROVIDE LETTER OF CONFORMANCE,COPIES OF MANUFACTURERS'WARRANTIES AND EXTENDED WARRANTIES WITH A 3. INSTALL:INCLUDES UNLOADING,UNPACKING,ASSEMBLING,ERECTING,INSTALLATION,APPLYING,FINISHING, RESPONSE TO COMMENT.CLOUD CHANGES IN THE SUBMITTALS. B. GENERAL: STATETHAT ELECTRICAL ITEMS WERE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, 0FURNPROTECTING,CLEANING AND SIMILAR OPERATIONS AT PROJECT SITE AS REQUIRED TO COMPLETE ITEMS OF WORK b. RESUBMIT FOR REVIEW UNTIL REVIEW INDICATES NO EXCEPTION TAKEN OR"MAKE CORRECTIONS AS NOTED". 1. EARTHQUAKE RESISTANT DESIGNS FOR ELECTRICAL(DIVISION 26)EQUIPMENT AND DISTRIBUTION,I.E.POWER UL LISTINGS AND FM GLOBAL APPROVALS.INCLUDE LETTER OF CONFORMANCE,COPIES OF MANUFACTURERS' ISHED. 14.OPERATION AND MAINTENANCE MANUALS,OWNER'S INSTRUCTIONS: DISTRIBUTION EQUIPMENT,GENERATORS,UPS,ETC.TO CONFORM TO REGULATIONS OF JURISDICTION HAVING WARRANTIES AND EXTENDED WARRANTIES IN OPERATION AND MAINTENANCE MANUALS. "'I"- *— 4. APPROVED OR APPROVED EQUIVALENT:TO POSSESS THE SAME PERFORMANCE QUALITIES AND CHARACTERISTICS AUTHORITY. END OF SECTION , ^ a. SUBMIT,AT ONE TIME,ELECTRONIC FILES(PDF FORMAT)OF MANUFACTURER'S OPERATION AND MAINTENANCE y 1 c O •f.� AND FULFILL THE UTILITARIAN FUNCTION WITHOUT ANY DECREASE IN QUALITY,DURABILITY OR LONGEVITY.FOR INSTRUCTION MANUALS AND PARTS LISTS FOR EQUIPMENT OR ITEMS REQUIRING SERVICING.SUBMIT DATA WHEN 2. RESTRAINTS WHICH ARE USED TO PREVENT DISRUPTION OF FUNCTION OF PIECE OF EQUIPMENT BECAUSE OF EQUIPMENT/PRODUCTS DEFINED BY THE CONTRACTOR AS"EQUIVALENT",SUBSTITUTION REQUESTS MUST BE WORK IS SUBSTANTIALLY COMPLETE AND IN SAME ORDER FORMAT AS SUBMITTALS.INCLUDE NAME AND LOCATION APPLICATION OF HORIZONTAL FORCE TO BE SUCH THAT FORCES ARE CARRIED TO FRAME OF STRUCTURE IN SUCH A L.. SUBMITTED TO ENGINEER FOR CONSIDERATION,IN ACCORDANCE WITH DIVISION 01,GENERAL REQUIREMENTS,AND WAY THAT FRAME WILL NOT BE DEFLECTED WHEN APPARATUS IS ATTACHED TO A MOUNTING BASE AND EQUIPMENT SECTION 26 05 09-EQUIPMENT WIRING /'1 t OF SOURCE PARTS AND SERVICE FOR EACH PIECE OF EQUIPMENT. PAD,OR TO STRUCTURE IN NORMAL WAY,UTILIZING ATTACHMENTS PROVIDED.SECURE EQUIPMENT AND PART 1-GENERAL 0 F [�IG/I !t1 APPROVED BY THE ENGINEER PRIOR TO SUBMITTING BIDS FOR SUBSTITUTED ITEMS. 1) INCLUDE COPY OF APPROVED SUBMITTAL DATA ALONG WITH SUBMITTAL REVIEW LETTERS RECEIVED FROML.- 5. V1 (AHJ): ENGINEER.DATA TO CLEARLY INDICATE INSTALLED EQUIPMENT MODEL NUMBERS.DELETE OR CROSS OUT DISTRIBUTION SYSTEMS TO WITHSTAND A FORCE INDIRECTION EQUAL TO VALUE DEFINED BY JURISDICTION HAVING O AUTHORITY HAVING JURISDICTION INDICATES REVIEWING AUTHORITIES,INCLUDING LOCAL FIRE MARSHAL, 1.01SUMMARY OWNER'S INSURANCE UNDERWRITER,OWNER'S AUTHORIZED REPRESENTATIVE,AND OTHER REVIEWING ENTITY DATA PERTAINING TO OTHER EQUIPMENT NOT SPECIFIC TO THIS PROJECT. AUTHORITY. WHOSE APPROVAL IS REQUIRED TO OBTAIN SYSTEMS ACCEPTANCE. 3. PROVIDE STAMPED SHOP DRAWINGS FROM LICENSED STRUCTURAL ENGINEER OF SEISMIC BRACING AND SEISMIC A. WORK INCLUDED: 2) INCLUDE COPY OF MANUFACTURER'S STANDARD OPERATIONS AND MAINTENANCE FOR EQUIPMENT.AT FRONT MOVEMENT ASSEMBLIES FOR CONDUIT AND EQUIPMENT.SUBMIT SHOP DRAWINGS ALONG WiTH EQUIPMENT 1. EQUIPMENT CONNECTIONS,WHETHER FURNISHED BY OWNER OR OTHER DIVISIONS OF THE CONTRACT. 1.02RELATED SECTIONS OF EACH TAB,PROVIDE ROUTINE MAINTENANCE DOCUMENTATION FOR SCHEDULED EQUIPMENT.INCLUDE P SUBMITTALS. 1.02REI ATED SECTIONS a) A. CONTENTS OF SECTION APPLIES TO DIVISION 26,ELECTRICAL CONTRACT DOCUMENTS. MANUFACTURER'S RECOMMENDED MAINTENANCE SCHEDULE AND HIGHLIGHT MAINTENANCE REQUIRED TO 4. PROVIDE STAMPED SHOP DRAWINGS FROM LICENSED STRUCTURAL ENGINEER OF SEISMIC FLEXIBLE JOINTS FOR B. RELATED WORK: MAINTAIN WARRANTY.FURNISH LIST OF ROUTINE MAINTENANCE PARTS,INCLUDING PART NUMBERS,SIZES, CONDUIT CROSSING BUILDING EXPANSION OR SEISMIC JOINTS.SUBMIT SHOP DRAWINGS ALONG WiTH SEISMIC A. CONTENTS OF DIVISION 26,ELECTRICAL AND DIVISION 01,GENERAL REQUIREMENTS APPLY TO THIS SECTION. L. QUANTITIES,RELEVANT TO EACH PIECE OF EQUIPMENT. l nL 2 1. ADDITIONAL CONDITIONS APPLY TO THIS DIVISION INCLUDING,BUT NOT LIMITED TO: BRACING DETAILS. 1.03REFERENCES AND STANDARDS L 3) INCLUDE WARRANTY PER DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION 01, a. SPECIFICATIONS INCLUDING DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION 01, 5. PROVIDE MEANS TO PROHIBIT EXCESSIVE MOTION OF ELECTRICAL EQUIPMENT DURING EARTHQUAKE• GENERAL REQUIREMENTS. GENERAL REQUIREMENTS,SECTION 26 00 00,ELECTRICAL BASIC REQUIREMENTS AND INDIVIDUAL DIVISION 26, A. REFERENCES AND STANDARDS AS REQUIRED BY SECTION 26 00 00,ELECTRICAL BASIC REQUIREMENTS AND DIVISION 01, ELECTRICAL SECTIONS. 3.03 REVIEW AND OBSERVATION GENERAL REQUIREMENTS. 0 0 . b. DRAWINGS 4) INCLUDE PRODUCT CERTIFICATES OF WARRANTIES AND GUARANTEES. A. CONFIRM REVIEW AND OBSERVATION REQUIREMENTS IN DIVISION 00,PROCUREMENT AND CONTRACTING 1.04SUBMITTALS Sr. +- c. ADDENDA 5) INCLUDE COPY OF COMPLETE PARTS LIST FOR EQUIPMENT.INCLUDE AVAILABLE EXPLODED VIEWS OF REQUIREMENTS,DIVISION 01,GENERAL REQUIREMENTS,SECTION 26 00 00,ELECTRICAL BASIC REQUIREMENTS AND 06 d. OWNER/ARCHITECT AGREEMENT INDIVIDUAL DIVISION 26,ELECTRICAL SECTIONS. A. SUBMITTALS AS REQUIRED BY SECTION 26 00 00,ELECTRICAL BASIC REQUIREMENTS AND DIVISION 01,GENERAL a CASSEMBLIES AND SUB ASSEMBLIES. REQUIREMENTS. e. OWNER/CONTRACTOR AGREEMENT 6) INCLUDE COMMISSIONING REPORTS. B. NOTIFY ARCHITECT,IN WRITING,AT FOLLOWING STAGES OF CONSTRUCTION SO THAT THEY MAY,AT THEIR OPTION,VISIT f. CODES,STANDARDS,PUBLIC ORDINANCES AND PERMITS SITE FOR REVIEW AND CONSTRUCTION OBSERVATION: B. IN ADDITION: (Ij 7) INCLUDE COPY OF STARTUP AND TEST REPORTS SPECIFIC TO EACH PiECE OF EQUIPMENT. VV11 1.03REFERENCES AND STANDARDS 1. PRIOR TO COVERING WALLS. 1. VERIFY MECHANICAL AND UTILIZATION EQUIPMENT ELECTRICAL CHARACTERISTICS WITH DRAWINGS AND EQUIPMENT 0- E IT 8) ENGINEER WILL RETURN INCOMPLETE DOCUMENTATION WITHOUT REVIEW.ENGINEER WILL PROVIDE ONE SET A. REFERENCES AND STANDARDS PER DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION 01, OF REVIEW COMMENTS IN SUBMITTAL REVIEW FORMAT.CONTRACTOR MUST ARRANGE FOR ADDITIONAL 2. PRIOR TO CEILING COVER/INSTALLATION. SUBMITTALS PRiOR TO ORDERING EQUIPMENT.SUBMIT CONFIRMATION OF THIS VERIFICATION AS A PART OF,OR GENERAL REQUIREMENTS,INDIVIDUAL DIVISION 26,ELECTRICAL SECTIONS AND THOSE LISTED IN THIS SECTION. REVIEWS;CONTRACTOR TO BEAR COSTS FOR ADDITIONAL REVIEWS AT ENGINEER'S HOURLY RATES. 3. WHEN MAIN SYSTEMS,OR PORTIONS OF,ARE BEING TESTED AND READY FOR INSPECTION BY AHJ. ADDENDUM TO,THE ELECTRICAL PRODUCT SUBMITTALS. �+ ' �m. B. CODES TO INCLUDE LATEST ADOPTED EDITIONS,INCLUDING CURRENT AMENDMENTS,SUPPLEMENTS AND LOCAL b. THOROUGHLY INSTRUCT OWNER IN PROPER OPERATION OF EQUIPMENT AND SYSTEMS.WHERE NOTED IN C. FINAL PUNCH: 1.05QUALITY ASSURANCE JURISDICTION REQUIREMENTS IN EFFECT AS OF THE DATE OF THE CONTRACT DOCUMENTS,OF/FROM: INDIVIDUAL SECTIONS,TRAINING WILL INCLUDE CLASSROOM INSTRUCTION WITH APPLICABLE TRAINING AIDS AND 1. PRIOR TO REQUESTING A FINAL PUNCH VISIT FROM THE ENGINEER,REQUEST FROM ENGINEER THE ELECTRICAL A. QUALITY ASSURANCE AS REQUIRED BY SECTION 26 00 00,ELECTRICAL BASIC REQUIREMENTS AND DIVISION 01,GENERAL 0 """"' +- 1. STATE OF OREGON: SYSTEMS DEMONSTRATIONS.FIELD INSTRUCTION PER SECTION 26 00 00,ELECTRICAL BASIC REQUIREMENTS, PRECLOSEOUT CHECKLIST,COMPLETE THE CHECKLIST CONFIRMING COMPLETION OF SYSTEMS'INSTALLATION,AND REQUIREMENTS APPLY TO THIS SECTION. V7 a. OAR-OREGON ADMINISTRATIVE RULES DEMONSTRATION. RETURN TO ENGINEER.REQUEST A FINAL PUNCH VISIT FROM THE ENGINEER,UPON ENGINEER'S ACCEPTANCE THAT 1.06WARRANTY b. OESC-OREGON ENERGY EFFICIENCY ELECTRICAL CODE c. COPIES OF CERTIFICATES OF CODE AUTHORITY INSPECTIONS,ACCEPTANCE,CODE REQUIRED ACCEPTANCE THE ELECTRICAL SYSTEMS ARE READY FOR FINAL PUNCH. A. WARRANTY OF MATERIALS AND WORKMANSHIP AS REQUIRED BY SECTION 26 00 00,ELECTRICAL BASIC REQUIREMENTS 4) c o 3 c. OESC-OREGON ELECTRICAL SPECIALTY CODE TESTS,LETTER OF CONFORMANCE AND OTHER SPECIAL GUARANTEES,CERTIFICATES OF WARRANTIES,SPECIFIED 2. COSTS INCURRED BY ADDITIONAL TRIPS REQUIRED DUE TO INCOMPLETE SYSTEMS WILL BE THE RESPONSIBILITY OF AND DIVISION 01,GENERAL REQUIREMENTS. d. OFC-OREGON FIRE CODE ELSEWHERE OR INDICATED ON DRAWINGS. THE CONTRACTOR. e. GMSC-OREGON MECHANICAL SPECIALTY CODE 15.RECORD DRAWINGS: 3.04 CONTINUITY OF SERVICE PART 2-PRODUCTS f. OPSC-OREGON PLUMBING SPECIALTY CODE a. MAINTAIN AT SITE AT LEAST ONE SET OF DRAWINGS FOR RECORDING"AS-CONSTRUCTED"CONDITIONS.INDICATE A. CONFIRM REQUIREMENTS IN DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION 01,GENERAL 2.01 MATERIALS C ON DRAWINGS CHANGES TO ORIGINAL DOCUMENTS BY REFERENCING REVISION DOCUMENT,AND INCLUDE BURIED REQUIREMENTS.IN THE ABSENCE OF SPECIFIC REQUIREMENTS IN DIVISION 01,GENERAL REQUIREMENTS,COMPLY WITH 0 g. OSSC-OREGON STRUCTURAL SPECIALTY CODE ELEMENTS,LOCATION OF CONDUIT,AND LOCATION OF CONCEALED ELECTRICAL ITEMS.INCLUDE ITEMS CHANGEDINDIVIDUAL DIVISION 26,ELECTRICAL SECTIONS AND THE FOLLOWING: A. MATERIALS AND EQUIPMENT FOR EQUIPMENT WIRING:AS SPECIFIED IN INDIVIDUAL SECTIONS. (.„ C. REFERENCE STANDARDS AND GUIDELINES INCLUDE BUT ARE NOT LIMITED TO THE LATEST ADOPTED EDITIONS FROM: BY FIELD ORDERS,SUPPLEMENTAL INSTRUCTIONS,AND CONSTRUCTED CONDITIONS. 1. DURING REMODELING OR ADDITION TO EXISTING STRUCTURE,WHILE EXISTING STRUCTURE IS OCCUPIED,PRESENT 2.02 GENERAL cy) •. 1. ABA-ARCHITECTURAL BARRIERS ACT b. RECORD DRAWINGS ARE TO INCLUDE EQUIPMENT AND FIXTURE/CONNECTION SCHEDULES THAT ACCURATELY SERVICES TO REMAIN INTACT UNTIL NEW CONSTRUCTION,FACILITIES OR EQUIPMENT IS INSTALLED. A. UNLESS OTHERWISE NOTED,THE FOLLOWING VOLTAGE AND PHASE CHARACTERISTICS APPLY TO MOTORS: �U r 2. ADA-AMERICANS WITH DISABILITIES ACT REFLECT"AS CONSTRUCTED OR INSTALLED"FOR PROJECT. 2. PRIOR TO CHANGING OVER TO NEW SERVICE,VERIFY THAT EVERY ITEM IS THOROUGHLY PREPARED.INSTALL NEW ..L� 3. ANSI-AMERICAN NATIONAL STANDARDS INSTITUTE C. AT COMPLETION OF PROJECT,INPUT CHANGES TO ORIGINAL PROJECT ON CAD DRAWINGS AND MAKE ONE SET OF WIRING,AND WIRING TO POINT OF CONNECTION. 1. 3/4 HP AND UNDER:120 VOLT, 1 PHASE. 1:3 BLACK-LINE DRAWINGS CREATED FROM CAD FILES IN VERSION/RELEASE EQUAL TO CONTRACT DRAWINGS.SUBMIT 2. 1 HP AND OVER:208 VOLT,3 PHASE. •c 0- 4. APWA-AMERICAN PUBLIC WORKS ASSOCIATION 3. COORDINATE TRANSFER TIME TO NEW SERVICE WITH OWNER.IF REQUIRED,PERFORM TRANSFER DURING OFF-PEAK 0 CAD DISK AND DRAWINGS UPON SUBSTANTIAL COMPLETION. B. SAFETY SWITCHES:PROVIDE AS REQUIRED BY OESC AND AS SPECIFIED IN SECTION 26 2816,ENCLOSED SWITCHES AND 5. ASCE-AMERICAN SOCIETY OF CIVIL ENGINEERS HOURS.ONCE CHANGEOVER IS STARTED,PURSUE TO ITS COMPLETION TO KEEP INTERFERENCE TO A MINIMUM. 6. ASHRAE GUIDELINE 0,THE COMMISSIONING PROCESS .. 73 d. SEE DIVISION 26,ELECTRICAL INDIVIDUAL SECTIONS FOR ADDITIONAL ITEMS TO INCLUDE IN RECORD DRAWINGS. a. IF OVERTIME IS NECESSARY,THERE WILL BE NO ALLOWANCE MADE BY OWNER FOR EXTRA EXPENSE FOR SUCH CIRCUIT BREAKERS. {l} 1.05QUALITY ASSURANCE OVERTIME OR SHIFT WORK. PART 3-EXECUTION 0 — L 7. ASTM-ASTM INTERNATIONAL 0,.,. O 8. CFR-CODE OF FEDERAL REGULATIONS A. REGULATORY REQUIREMENTS:WORK AND MATERIALS INSTALLED TO CONFORM WITH ALL LOCAL,STATE AND FEDERAL 4. NO INTERRUPTION OF SERVICES TO ANY PART OF EXISTING FACILITIES WILL BE PERMITTED WITHOUT EXPRESS 3.01 EXAMINATION 9. EPA-ENVIRONMENTAL PROTECTION AGENCY CODES,AND OTHER APPLICABLE LAWS AND REGULATIONS.WHERE CODE REQUIREMENTS ARE AT VARIANCE WITH PERMISSION IN EACH INSTANCE FROM OWNER,REQUESTS FOR OUTAGES MUST STATE SPECIFIC DATES,HOURS AND C3) D O CONTRACT DOCUMENTS,MEET CODE REQUIREMENTS AS A MINIMUM REQUIREMENT AND INCLUDE COSTS NECESSARY MAXIMUM DURATIONS,WITH OUTAGES KEPT TO THESE SPECIFIC DATES,HOURS AND MAXIMUM DURATIONS.OBTAIN A. PRIOR TO SUBMITTAL OF PRODUCT DATA FOR ELECTRICAL DISTRIBUTION EQUIPMENT,OBTAIN AND EXAMINE PRODUCT . (V 10.ETL-ELECTRICAL TESTING LABORATORIES TO MEET THESE IN CONTRACT.MACHINERY AND EQUIPMENT ARE TO COMPLY WITH OSHA REQUIREMENTS,AS WRITTEN PERMISSION FROM OWNER FOR ANY INTERRUPTION OF POWER,LIGHTING OR SIGNAL CIRCUITS AND DATA AND SHOP DRAWINGS FOR EQUIPMENT FURNISHED BY THE OWNER AND BY OTHER TRADES ON THE PROJECT. 11.FCC-FEDERAL COMMUNICATIONS COMMISSION CURRENTLY REVISED AND INTERPRETED FOR EQUIPMENT MANUFACTURER REQUIREMENTS.INSTALL EQUIPMENT SYSTEMS. UPDATE THE SCHEDULE OF EQUIPMENT ELECTRICAL CONNECTIONS ACCORDINGLY,NOTING PROPER RATINGS FORimam. I 12.FM-FM GLOBAL PROVIDED PER MANUFACTURER RECOMMENDATIONS. a. ORGANIZE WORK TO MINIMIZE DURATION OF POWER INTERRUPTION. THISRE OVERCURRENT DEVICES,FUSES,SAFETY DISCONNECT SWITCHES,CONDUIT AND WIRING,AND THE LIKE.AS A MINIMUM, 13.IBC-INTERNATIONAL BUILDING CODE B. WHENEVER THIS SPECIFICATION CALLS FOR MATERIAL,WORKMANSHIP,ARRANGEMENT OR CONSTRUCTION OF HIGHER b. COORDINATE UTILITY SERVICE OUTAGES WITH UTILITY COMPANY. THIS REQUIREMENT APPLIES TO EQUIPMENT FURNISHED BY OWNER AND EQUIPMENT FURNISHED UNDER THE FOLLOWING DIVISIONS OF WORK UNDER THIS CONTRACT: • 14.IEC-INTERNATIONAL ELECTROTECHNICAL COMMISSION QUALITY AND/OR CAPACITY THAN THAT REQUIRED BY GOVERNING CODES,HIGHER QUALITY AND/OR CAPACITY TAKE 3.05 CUTTING AND PATCHING PROJECT N 15.IEEE-INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS PRECEDENCE. A. CONFIRM REQUIREMENTS IN DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION 01,GENERAL 1• DIVISION 10,SPECIALTIES 19-0641 C. DRAWINGS ARE INTENDED TO BE DIAGRAMMATIC AND REFLECT THE BASIS OF DESIGN MANUFACTURER'S EQUIPMENT. 2. DIVISION 21,FIRE SUPPRESSION 16.IES-ILLUMINATING ENGINEERING SOCIETY REQUIREMENTS.iN THE ABSENCE OF SPECIFIC REQUIREMENTS IN DIVISION 01,GENERAL REQUIREMENTS,COMPLY WITH - 17.ISO-INTERNATIONAL ORGANIZATION FOR STANDARDIZATION THEY ARE NOT INTENDED TO SHOW EVERY ITEM IN ITS EXACT DIMENSIONS,OR DETAILS OF EQUIPMENT OR PROPOSED INDIVIDUAL DIVISION 26,ELECTRICAL SECTIONS AND THE FOLLOWING: 3.02 INSTALLATION DRAWN BY - SYSTEMS LAYOUT.VERIFY ACTUAL DIMENSIONS OF SYSTEMS(I.E.DISTRIBUTION EQUIPMENT,DUCT BANKS,LIGHT 18.MSS-MANUFACTURERS STANDARDIZATION SOCIETY1. PROPOSED FLOOR CUTTING/CORE DRILLING/SLEEVE LOCATIONS TO BE APPROVED BY PROJECT STRUCTURAL A. DO NOT INSTALL UNRELATED ELECTRICAL EQUIPMENT OR WIRING ON MECHANICAL EQUIPMENT WITHOUT PRIOR FIXTURES,ETC.)AND EQUIPMENT PROPOSED TO ASSURE THAT SYSTEMS AND EQUIPMENT WILL FIT IN AVAILABLE SPACE. ENGINEER.SUBMIT PROPOSED LOCATIONS TO ARCHITECT/PROJECT STRUCTURAL ENGINEER.WHERE SLABS ARE OF BE 19.NEC-NATIONAL ELECTRIC CODE CONTRACTOR IS RESPONSIBLE FOR DESIGN AND CONSTRUCTION COSTS INCURRED FOR EQUIPMENT OTHER THAN BASISAPPROVAL OF ARCHITECT. 20.NECA-NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION OF DESIGN,INCLUDING,BUT NOT LIMITED TO,ARCHITECTURAL,STRUCTURAL,ELECTRICAL,HVAC,FIRE SPRINKLER,AND POST TENSION CONSTRUCTION,PERFORM X-RAY SCAN OF PROPOSED PENETRATION LOCATIONS AND SUBMIT SCAN B. PROVIDE MOISTURE TIGHT EQUIPMENT WiRING AND SWITCHES IN DUCTS OR PLENUMS USED FOR ENVIRONMENTAL AIR. CHECKED BY PLUMBING SYSTEMS. RESULTS INCLUDING PROPOSED PENETRATION LOCATIONS TO PROJECT STRUCTURAL ENGINEER/ARCHITECT FOR 21.NEMA-NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION APPROVAL.WHERE SLABS ARE OF WAFFLE TYPE CONSTRUCTION,SHOW COLUMN CAP EXTENT AND CELL LOCATIONS C. CONNECT MOTOR AND APPLIANCE/UTiLIZATION EQUIPMENT COMPLETE FROM PANEL TO MOTOR/EQUIPMENT AS TFF,JB 22.NETA-NATIONAL ELECTRICAL TESTING ASSOCIATION D. MANUFACTURER'S INSTRUCTIONS:FOLLOW MANUFACTURER'S WRITTEN INSTRUCTIONS.IF IN CONFLICT WITH CONTRACT RELATIVE TO PROPOSED PENETRATION(S). REQUIRED BY CODE. 23.NFPA-NATIONAL FIRE PROTECTION ASSOCIATION DOCUMENTS,OBTAIN CLARIFICATION.NOTIFY ENGINEER/ARCHITECT,IN WRITING,BEFORE STARTING WORK. 2. CUTTING,PATCHING AND REPAIRING FOR WORK SPECIFIED IN THIS DIVISION INCLUDING PLASTERING,MASONRY D. INSTALL MOTOR STARTERS AND CONTROLLERS FOR EQUIPMENT FURNISHED BY OTHERS. DATE : 24.OSHA-OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION E. ITEMS SHOWN ON DRAWINGS ARE NOT NECESSARILY INCLUDED IN SPECIFICATIONS OR VICE VERSA.CONFIRM WORK,CONCRETE WORK,CARPENTRY WORK,AND PAINTING INCLUDED UNDER THIS SECTION WILL BE PERFORMED 25.UL-UNDERWRITERS LABORATORIES INC. REQUIREMENTS IN ALL CONTRACT DOCUMENTS. BY SKILLED CRAFTSMEN OF EACH RESPECTIVE TRADE IN CONFORMANCE WITH APPROPRIATE DIVISION OF WORK. E. APPLIANCE/UTILIZATION EQUIPMENT: 12.05.2019 D. SEE DIVISION 26,ELECTRICAL INDIVIDUAL SECTIONS FOR ADDITIONAL REFERENCES. F. PROVIDE PRODUCTS THAT ARE UL LISTED. 3. ADDITIONAL OPENINGS REQUIRED IN BUILDING CONSTRUCTION TO BE MADE BY DRILLING OR CUTTING.USE OF JACK 1. PROVIDE APPROPRIATE CABLE AND CORD CAP FOR FINAL CONNECTION UNLESS EQUIPMENT IS PROVIDED WITH SAME. REVISION : 1.04SUBMITTALS 1.06WARRANTY HAMMER IS SPECIFICALLY PROHIBITED.PATCH OPENINGS iN AND THROUGH CONCRETE AND MASONRY WITH GROUT. PROVIDE RECEPTACLE CONFIGURED TO RECEIVE CORD CAP. TVIDIVISION 2 A. PROVIDE WRITTEN WARRANTY COVERING THE WORK FOR A PERIOD OF ONE YEAR FROM DATE OF SUBSTANTIAL 4. RESTORE NEW OR EXISTING WORK THAT IS CUT AND/OR DAMAGED TO ORIGINAL CONDITION.PATCH AND REPAIR 2. VERIFY SPECIAL PURPOSE OUTLET NEMA CONFIGURATION AND AMPERE RATING WITH EQUIPMENT SUPPLIER PRIOR A. SEE DIVISION 01,GENERAL REQUIREMENTS FOR SUBMITTAL PROCEDURES AS WELL AS INDIVIDUAL 6, COMPLETION IN ACCORDANCE WITH DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION 01, SPECIFICALLY WHERE EXISTING ITEMS HAVE BEEN REMOVED.THIS INCLUDES REPAIRING AND PAINTING WALLS, TO ORDERING WIRING DEVICES AND COVERPLATES. ELECTRICAL SECTIONS. GENERAL REQUIREMENTS,SECTION 26 00 00,ELECTRICAL BASIC REQUIREMENTS AND INDIVIDUAL DIVISION 26, CEILINGS,ETC.WHERE EXISTING CONDUIT AND DEVICES ARE REMOVED AS PART OF THIS PROJECT.WHERE B. PROVIDE DRAWINGS IN FORMAT AND SOFTWARE RELEASE EQUAL TO THE DESIGN DOCUMENTS.DRAWINGS TO BE THE ELECTRICAL SECTIONS. ALTERATIONS DISTURB LAWNS,PAVING,AND/OR WALKS,SURFACES TO BE REPAIRED,REFINISHED AND LEFT IN F. ADA AUTOMATIC DOORS: SAME SHEET SIZE AND SCALE AS THE CONTRACT DOCUMENTS. • B. SECTIONS UNDER THIS DIVISION CAN REQUIRE ADDITIONAL AND/OR EXTENDED WARRANTIES THAT APPLY BEYOND BASIC CONDITION MATCHING EXISTING PRIOR TO COMMENCEMENT OF WORK. 1. PROVIDE CONTROL WIRING IN CONTINUOUS RACEWAY FROM DOOR CONTROLLER UNiT TO MANUAL WALL CONTROL C. IN ADDITION: WARRANTY UNDER DIVISION 01,GENERAL REQUIREMENTS AND THE GENERAL CONDITIONS.CONFIRM REQUIREMENTS IN 5. ADDITIONAL WORK REQUIRED BY LACK OF PROPER COORDINATION WILL BE PROVIDED AT NO ADDITIONAL COST TO STATIONS.PROVIDE LOCAL SWITCH DISCONNECT FOR DOOR CONTROLLER AS REQUIRED BY CODE. 1. "NO EXCEPTION TAKEN"CONSTITUTES THAT REVIEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ALL CONTRACT DOCUMENTS. THE OWNER. 2. COORDINATE WITH DIVISION 08,OPENINGS AND DRAWING REQUIREMENTS. EXPRESSED IN THE CONTRACT DOCUMENTS FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH 1.07COORDINATiON DOCUMENTS 3.06 EQUIPMENT SELECTION AND SERVICEABILITY 3.03 FIELD QUALITY CONTROL INFORMATION GIVEN.ANY ACTION IS SUBJECT TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. A. PREPARE AND SUBMIT COORDINATED LAYOUT DRAWINGS(COMPOSITE DRAWINGS),PRIOR TO CONSTRUCTION,TO A. REPLACE OR REPOSITION EQUIPMENT WHICH IS TOO LARGE OR LOCATED INCORRECTLY TO PERMIT SERVICING,AT NO CONTRACTOR IS RESPONSIBLE FOR THE DIMENSIONS AND QUANTITY AND WILL CONFIRM AND CORRELATE AT THE A. PERFORM FIELD INSPECTION AND TESTING IN ACCORDANCE WITH DIVISION 01,GENERAL REQUIREMENTS. JOB SITE,FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION,COORDINATION OF THE WORK WITH THAT COORDINATE INSTALLATION AND LOCATION OF HVAC EQUIPMENT,DUCTWORK,GRILLES,DIFFUSERS,PIPING,PLUMBING ADDITIONAL COST TO OWNER. 3.04 SYSTEMS STARTUP OF ALL OTHER TRADES,AND THE SATISFACTORY PERFORMANCE OF THE WORK. EQUIPMENT/FIXTURES,FIRE SPRINKLERS,PLUMBING,LIGHTS,CABLE TRAY AND ELECTRICAL SERVICES WITH 3.07 DELIVERY,STORAGE AND HANDLING 2. PROVIDE PRODUCT SUBMITTALS AND SHOP DRAWINGS IN ELECTRONIC FORMAT ONLY.ELECTRONIC FORMAT MUST BE ARCHITECTURAL AND STRUCTURAL REQUIREMENTS,AND OTHER TRADES(INCLUDING PLUMBING,FIRE PROTECTION, A. CONFIRM REQUIREMENTS IN DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION 01,GENERAL A. PROVIDE FIELD REPRESENTATIVE TO PREPARE AND START EQUIPMENT. ELECTRICAL,CEILING SUSPENSION,AND TILE SYSTEMS),AND PROVIDE MAINTENANCE ACCESS REQUIREMENTS. E-MAIL OR POSTED TO FTP SITE.FOR ELECTRONIC FORMAT,PROVIDE ONE FILE PER REQUIREMENTS.IN THE ABSENCE OF SPECIFIC REQUIREMENTS,COMPLY WITH INDIVIDUAL DIVISION 26,ELECTRICAL B. ADJUST FOR PROPER OPERATION SUBMITTED VIA ZIP FILE VIA WITHIN MANUFACTURER'S PUBLISHED TOLERANCES. DIVISION CONTAINING ONEE-MAIL BOOKMARKED PDF FILE WITH EACH BOOKMARK CORRESPONDING TO EACH SPECIFICATION COORDINATE WITH SUBMITTED ARCHITECTURAL SYSTEMS(I.E ROOFING,CEILING,FINISHES)AND STRUCTURAL SYSTEMS SECTIONS AND THE FOLLOWING: AS SUBMITTED,INCLUDING FOOTINGS AND FOUNDATION.IDENTIFY ZONE OF INFLUENCE FROM FOOTINGS AND ENSURE C. DEMONSTRATE PROPER OPERATION OF EQUIPMENT TO OWNER'S AUTHORIZED REPRESENTATIVE. SECTION.ARRANGE BOOKMARKS iN ASCENDING ORDER OF SPECIFICATION SECTION NUMBER.INDIVIDUAL 1. HANDLE MATERIALS DELIVERED TO PROJECT SITE WITH CARE TO AVOID DAMAGE.STORE MATERIALS ON SITE INSIDE END OF SECTION SYSTEMS ARE NOT ROUTED WITHIN THE ZONE OF INFLUENCE.UNLESS OTHERWISE REQUIRED BY DIVISION 00, SUBMITTALS SENT PIECEMEAL IN A PER SPECIFICATION SECTION METHOD WILL BE RETURNED WITHOUT REVIEW OR BUILDING OR PROTECTED FROM WEATHER,DIRT AND CONSTRUCTION DUST.PRODUCTS AND/OR MATERIALS THAT COMMENT.ALL TRANSMISSIONS/SUBMISSIONS TO BE SUBMITTED TO ARCHITECT.PROVIDE SEPARATE SUBMITTALS PROCUREMENT AND CONTRACTING REQUIREMENTS OR DIVISION 01,GENERAL REQUIREMENTS,DIVISION 23,HVAC TO BECOME DAMAGED DUE TO WATER,DIRT,AND/OR DUST AS A RESULT OF IMPROPER STORAGE AND HANDLING TO BE FOR POWER SYSTEM STUDY(PER SPECIFICATION SECTION 26 05 73)AND ELECTRICAL EQUIPMENT(FOR EXAMPLE, COMBINE INFORMATION FURNISHED BY OTHER TRADES INTO MASTER COORDINATION DOCUMENTS. REPLACED BEFORE INSTALLATION. SWITCHBOARDS AND PANELBOARDS).PROVIDE SEPARATE SUBMITTALS FOR LIGHTING CONTROL CUTSHEETS,AND B. PREPARE DRAWINGS AS FOLLOWS: 2. PROTECT EQUIPMENT TO AVOID DAMAGE.CLOSE CONDUIT OPENINGS WITH CAPS OR PLUGS.KEEP MOTORS AND SECTION 26 0519-LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES FOR LIGHTING CONTROL SHOP DRAWINGS.DEVIATIONS WILL BE RETURNED WiTHOUT REVIEW. 1. DRAWINGS IN CAD FORMAT.CAD FORMAT RELEASE EQUAL TO DESIGN DOCUMENTS.DRAWINGS TO BE SAME SHEET BEARINGS IN WATERTIGHT AND DUSTPROOF COVERS DURING ENTIRE COURSE OF INSTALLATION. PART 1-GENERAL 3. PRODUCT DATA:PROVIDE MANUFACTURER'S DESCRIPTIVE LITERATURE FOR PRODUCTS SPECIFIED IN DIVISION 26, SIZE AND SCALE AS CONTRACT DRAWINGS AND INDICATE LOCATION,SIZE AND ELEVATION ABOVE FINISHED FLOOR OF 3. PROTECT BUS DUCT AND SIMILAR ITEMS UNTIL IN SERVICE. I.01SUMMARY ELECTRICAL SECTIONS. EQUIPMENT AND DISTRIBUTION SYSTEMS. 2. REVIEW AND REVISE,AS NECESSARY,SECTION CUTS IN CONTRACT DRAWINGS AFTER VERIFICATION OF FIELD 3.08 CLEANING A. WORK INCLUDED: 4. ANDTHE SPECIFIED EACH SUBMITTAL IN DETAIL.NOTE WHAT DIFFERENCES,IF ANY,EXIST BETWEEN THE SUBMITTED ITEM A. CONFIRM CLEANING REQUIREMENTS IN DIVISION 01,GENERAL REQUIREMENTS,SECTION 26 00 00,ELECTRICAL BASIC THE SPECIFIED ITEM.FAILURE TO IDENTIFY THE DIFFERENCES WILL BE CONSIDERED CAUSE FOR DISAPPROVAL. CONDITIONS. 1. LUGS AND PADS IF DIFFERENCES ARE NOT IDENTIFIED AND/OR NOT DISCOVERED DURING THE SUBMITTAL REVIEW PROCESS, 3. INCORPORATE ADDENDA ITEMS AND CHANGE ORDERS. REQUIREMENTS AND INDIVIDUAL DIVISION 26,ELECTRICAL SECTIONS. 2. WIRES AND CABLES CONTRACTOR REMAINS RESPONSIBLE FOR PROVIDING EQUIPMENT AND MATERIALS THAT MEET THE SPECIFICATIONS 4. PROVIDE ADDITIONAL COORDINATION AS REQUESTED BY OTHER TRADES. B. UPON COMPLETION OF INSTALLATION,THOROUGHLY CLEAN ELECTRICAL EQUIPMENT,REMOVING DIRT,DEBRIS,DUST, TEMPORARY LABELS AND TRACES OF FOREIGN SUBSTANCES.THROUGHOUT WORK,REMOVE CONSTRUCTION DEBRIS3. CONNECTORS AND DRAWINGS. C. ADVISE ARCHITECT IN EVENT CONFLICT OCCURS IN LOCATION OR CONNECTION OF EQUIPMENT.BEAR COSTS RESULTING AND SURPLUS MATERIALS ACCUMULATED DURING WORK. 1.02RELATED SECTIONS a. LABEL SUBMITTAL TO MATCH NUMBERING/REFERENCES AS SHOWN IN CONTRACT DOCUMENTS.HIGHLIGHT AND FROM FAILURE TO PROPERLY COORDINATE INSTALLATION OR FAILURE TO ADVISE ARCHITECT OF CONFLICT. LABEL APPLICABLE INFORMATION TO INDIVIDUAL EQUIPMENT OR CROSS OUT/REMOVE EXTRANEOUS DATA NOT D. VERIFY IN FIELD EXACT SIZE,LOCATION,AND CLEARANCES REGARDING EXISTING MATERIAL,EQUIPMENT AND 3.09 INSTALLATION A. CONTENTS OF DIVISION 26,ELECTRICAL AND DIVISION 01,GENERAL REQUIREMENTS APPLY TO THIS SECTION. APPLICABLE TO SUBMITTED MODEL.CLEARLY NOTE OPTIONS AND ACCESSORIES TO BE PROVIDED,INCLUDING APPARATUS,AND ADVISE ARCHITECT OF DISCREPANCIES BETWEEN THAT INDICATED ON DRAWINGS AND THAT EXISTING A. CONFIRM INSTALLATION REQUIREMENTS IN DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS AND 1.03REFERENCES AND STANDARDS FIELD INSTALLED ITEMS.HIGHLIGHT CONNECTIONS BY/TO OTHER TRADES. IN FIELD PRIOR TO INSTALLATION RELATED THERETO. DIVISION 01,GENERAL REQUIREMENTS,SECTION 26 00 00,ELECTRICAL BASIC REQUIREMENTS AND INDIVIDUAL DIVISION b. INCLUDE TECHNICAL DATA,INSTALLATION INSTRUCTIONS AND DIMENSIONED DRAWINGS FOR PRODUCTS, 26,ELECTRICAL SECTIONS. A. REFERENCES AND STANDARDS AS REQUIRED BY SECTION 26 00 00,ELECTRICAL BASIC REQUIREMENTS AND DIVISION 01, FIXTURES,EQUIPMENT AND DEVICES INSTALLED,FURNISHED OR PROVIDED.REFERENCE INDIVIDUAL DIVISION 26, E. SUBMIT FINAL COORDINATION DRAWINGS WITH CHANGES AS RECORD DRAWINGS AT COMPLETION OF PROJECT, B. INSTALL EQUIPMENT AND FIXTURES IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS,PLUMB AND GENERAL REQUIREMENTS. ELECTRICAL SPECIFICATION SECTIONS FOR SPECIFIC ITEMS REQUIRED IN PRODUCT DATA SUBMITTAL OUTSIDE OF PART 2-PRODUCTS LEVEL AND FIRMLY ANCHORED TO VIBRATION ISOLATORS.MAINTAIN MANUFACTURER'S RECOMMENDED CLEARANCES. 1.04SUBMiTTALS THESE REQUIREMENTS. 2.01 MANUFACTURERS C. START UP EQUIPMENT,IN ACCORDANCE WITH MANUFACTURER'S START-UP INSTRUCTIONS,AND IN PRESENCE OF c. SEE DIVISION 26,ELECTRICAL INDIVIDUAL SECTIONS FOR ADDITIONAL SUBMITTAL REQUIREMENTS OUTSIDE OF A. ARTICLES,FIXTURES,AND EQUIPMENT OF A KIND TO BE STANDARD PRODUCT OF ONE MANUFACTURER. A. SUBMITTALS AS REQUIRED BY SECTION 26 00 O0,ELECTRICAL BASIC REQUIREMENTS AND DIVISION 01,GENERAL MANUFACTURER'S REPRESENTATIVE.TEST CONTROLS AND DEMONSTRATE COMPLIANCE WITH REQUIREMENTS. REQUIREMENTS. THESE REQUIREMENTS. 2.02 STANDARDS OF MATERIALS AND WORKMANSHIP REPLACE DAMAGED OR MALFUNCTIONING CONTROLS AND EQUIPMENT. 5. MAXIMUM OF TWO REVIEWS OF COMPLETE SUBMITTAL PACKAGE.ARRANGE FOR ADDITIONAL REVIEWS AND/OR EARLY A. BASE CONTRACT UPON FURNISHING MATERIALS AS SPECIFIED.MATERIALS,EQUIPMENT,AND FIXTURES USED FOR D. PROVIDE MISCELLANEOUS SUPPORTS/METALS REQUIRED FOR INSTALLATION OF EQUIPMENT. B. IN ADDITION,PROVIDE: REVIEW OF LONG-LEAD ITEMS;BEAR COSTS OF THESE ADDITIONAL REVIEWS AT ENGINEER'S HOURLY RATES. CONSTRUCTION ARE TO BE NEW,LATEST PRODUCTS AS LISTED IN MANUFACTURER'S PRINTED CATALOG DATA AND ARE 3.10 PAINTING 1. CABLE INSULATION TEST REPORTS IN PROJECT CLOSEOUT DOCUMENTATION. INCOMPLETE SUBMITTAL PACKAGES/SUBMITTALS WILL BE RETURNED TO CONTRACTOR WITHOUT REVIEW. TO BE UL OR ETL APPROVED OR HAVE ADEQUATE APPROVAL OR BE ACCEPTABLE BY STATE,COUNTY,AND CITY 1.05QUALITY ASSURANCE 6. RESUBMISSION REQUIREMENTS:MAKE CORRECTIONS OR CHANGES IN SUBMITTALS AS REQUIRED,AND IN AUTHORITIES.EQUIPMENT/FIXTURE SUPPLIER IS RESPONSIBLE FOR OBTAINING STATE,COUNTY,AND CITY ACCEPTANCE A. CONFIRM REQUIREMENTS IN DIVISION 01,GENERAL REQUIREMENTS AND DIVISION 09,FINISHES.IN THE ABSENCE OF CONSIDERATION OF ENGINEER'S COMMENTS.IDENTIFY ENGINEER'S COMMENTS AND PROVIDE AN INDIVIDUAL ON EQUIPMENT/FIXTURES THAT ARE NOT UL OR ETL APPROVED OR ARE NOT LISTED FOR INSTALLATION. SPECIFIC REQUIREMENTS,COMPLY WITH INDIVIDUAL DIVISION 26,ELECTRICAL SECTIONS AND THE FOLLOWING: A. QUALITY ASSURANCE AS REQUIRED BY SECTION 26 04 00,ELECTRICAL BASIC REQUIREMENTS AND DIVISION 01,GENERAL RESPONSE TO EACH OF THE ENGINEER'S COMMENTS.CLOUD CHANGES IN THE SUBMITTALS AND FURTHER IDENTIFY B. NAMES AND MANUFACTURER'S NAMES DENOTE CHARACTER AND QUALITY OF EQUIPMENT DESIRED AND ARE NOT TO BE 1. CONSTRUCTEDFERROROF AFTER US METAL SURFACES OF WORK,THOROUGHLY CLEAN AND PAINT EXPOSED SUPPORTS REQUIREMENTS. CHANGES WHICH ARE IN RESPONSE TO ENGINEER'S COMMENTS. CONSTRUED AS LIMITING COMPETITION. FERROUS METAL (I.E.,HANGERS,HANGER RODS,EQUIPMENT STANDS,ETC.)WITH ONE 1.06WARRANTY 7. STRUCTURAL/SEISMIC:PROVIDE WEIGHTS,DIMENSIONS,MOUNTING REQUIREMENTS AND LIKE INFORMATION COAT OF BLACK ASPHALT VARNISH FOR EXTERIOR OR BLACK ENAMEL FOR INTERIOR,SUITABLE FOR HOT SURFACES. A. WARRANTY OF MATERIALS AND WORKMANSHIP AS REQUIRED BY SECTION 26 00 00,ELECTRICAL BASIC REQUIREMENTS C. HAZARDOUS MATERIALS: 2. IN ELECTRICAL ROOM,ON ROOF OR OTHER EXPOSED AREAS,EQUIPMENT NOT PAINTED WITH ENAMEL TO RECEIVE REQUIRED FOR MOUNTING,SEISMIC BRACING,AND SUPPORT.INDICATE MANUFACTURER'S INSTALLATION AND 1. COMPLY WITH LOCAL,STATE OF OREGON,AND FEDERAL REGULATIONS RELATING TO HAZARDOUS MATERIALS. TWO COATS OF PRIMER AND ONE COAT OF RUSTPROOF ENAMEL,COLORS AS SELECTED BY ARCHITECT. AND DIVISION 01,GENERAL REQUIREMENTS. SUPPORT REQUIREMENTS TO MEET ASCE 7-10 REQUIREMENTS FOR NON-STRUCTURAL COMPONENTS.PROVIDE 2. COMPLY WITH DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION 01,GENERAL 3. SEE INDIVIDUAL EQUIPMENT SPECIFICATIONS FOR OTHER PAINTING. PART 2-PRODUCTS ENGINEERED SEISMIC DRAWINGS AND EQUIPMENT SEISMIC CERTIFICATION.EQUIPMENT IMPORTANCE FACTOR AS REQUIREMENTS FOR THIS PROJECT RELATING TO HAZARDOUS MATERIALS. SPECIFIED IN DIVISION 01 AND IN STRUCTURAL DOCUMENTS. 4. STRUCTURAL STEEL:REPAIR DAMAGE TO STRUCTURAL STEEL FINISHES OR FINISHES OF OTHER MATERIALS 2.01 MANUFACTURERS /�'''"'� 8, TRADE COORDINATION:INCLUDE PHYSICAL CHARACTERISTICS,ELECTRICAL CHARACTERISTICS,DEVICE LAYOUT 3. DO NOT USE ANY MATERIALS CONTAINING A HAZARDOUS SUBSTANCE.IF HAZARDOUS MATERIALS ARE DAMAGED BY CUTTING,WELDING OR PATCHING TO MATCH ORIGINAL. A. LUGS AND PADS: S P E I C I F i CATi O N S ENCOUNTERED,DO NOT DISTURB;IMMEDIATELY NOTIFY OWNER AND ARCHITECT.HAZARDOUS MATERIALS WILL BE PLANS,WIRING DIAGRAMS,AND CONNECTIONS AS REQUIRED PER DIVISION 26,ELECTRICAL COORDINATION 5. CONDUIT:CLEAN,PRIMER COAT AND PAINT INTERIOR/EXTERIOR CODUIT EXPOSED IN PUBLIC AREAS WITH TWO DOCUMENTS.FOR EQUIPMENT WITH ELECTRICAL CONNECTIONS,FURNISH COPY OF APPROVED SUBMITTAL FOR REMOVED BY OWNER UNDER SEPARATE CONTRACT. COATS PAINT SUITABLE FOR METALLIC SURFACES.COLOR SELECTED BY ARCHITECT. 1. ANDERSON - ELECTRICAL INCLUSION IN DIVISION 26,ELECTRICAL SUBMITTALS.ELECTRIC MOTORS ARE SUPPLIED AND INSTALLED BY DIVISION PART 3-EXECUTION 6. COVERS:COVERS SUCH AS MANHOLES,VAULTS AND THE LIKE WILL BE FURNISHED WITH FINISHES WHICH RESIST 2. ILSCO 23 UNLESS OTHERWISE SPECIFIED.DURING SHOP DRAWING STAGE OF THE PROJECT,VERIFY CORRECT DISCONNECT 3.01 ACCESSIBILITY AND INSTALLATION CORROSION AND RUST. 3. PANDUIT SIZES,CONDUCTOR SIZES,ETC.,AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE MECHANICAL TRADE.BE A. CONFIRM ACCESSIBILITY AND INSTALLATION REQUIREMENTS IN DIVISION 00,PROCUREMENT AND CONTRACTING 3.11 ACCEPTANCE 4. THOMAS&BETTS RESPONSIBLE FOR ANY MODIFICATIONS TO ELECTRICAL EQUIPMENT OR INSTALLATIONS AS A RESULT OF EQUIPMENT REQUIREMENTS,DIVISION 01,GENERAL REQUIREMENTS,SECTION 26 00 00,ELECTRICAL BASIC REQUIREMENTS AND r INCOMPATIBILITY DISCOVERED AFTER SHOP DRAWING REVIEW. INDIVIDUAL DIVISION 26,ELECTRICAL SECTIONS. A. CONFIRM REQUIREMENTS IN DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION 01,GENERAL 5. 3M .� F ,, 9. MAKE PROVISIONS FOR OPENINGS IN BUILDING FOR ADMITTANCE OF EQUIPMENT PRIOR TO START OF CONSTRUCTION REQUIREMENTS.IN THE ABSENCE OF SPECIFIC REQUIREMENTS,COMPLY WITH INDIVIDUAL DIVISION 26,ELECTRICAL 6. OR APPROVED EQUIVALENT. rr OR ORDERING OF EQUIPMENT. B. INSTALL EQUIPMENT REQUIRING ACCESS(I.E.,JUNCTION BOXES,LIGHT FIXTURES,POWER SUPPLIES,MOTORS,ETC.)SO SECTIONS AND THE FOLLOWING: } } THAT THEY MAY BE SERVICED,RESET,REPLACED OR RECALIBRATED BY SERVICE PEOPLE WITH NORMAL SERVICE TOOLS B. WIRES AND CABLES: t C� E.�I� 10.SUBSTITUTIONS AND VARIATION FROM BASIS OF DESIGN: AND EQUIPMENT.DO NOT INSTALL EQUIPMENT IN PASSAGEWAYS,DOORWAYS,SCUTTLES OR CRAWLSPACES WHICH 1. SYSTEM CANNOT BE CONSIDERED FOR ACCEPTANCE UNTIL WORK IS COMPLETED AND DEMONSTRATED TO illr-rnSit a. THE BASIS OF DESIGN DESIGNATED PRODUCT ESTABLISHES THE QUALITIES AND CHARACTERISTICS FOR THE WOULD IMPEDE OR BLOCK THE INTENDED USAGE. ARCHITECT THAT INSTALLATION IS IN STRICT COMPLIANCE WITH SPECIFICATIONS,DRAWINGS AND MANUFACTURER'S 1. GENERAL: EVALUATION OF ANY COMPARABLE PRODUCTS BY OTHER LISTED ACCEPTABLE MANUFACTURERS iF INCLUDED IN INSTALLATION INSTRUCTIONS,PARTICULARLY IN REFERENCE TO FOLLOWING: a. GENERAL CABLE C. INSTALL EQUIPMENT AND PRODUCTS COMPLETE AS DIRECTED BY MANUFACTURER'S INSTALLATION INSTRUCTIONS. THIS SPECIFICATION OR INCLUDED IN AN APPROVED SUBSTITUTION REQUEST AS JUDGED BY THE DESIGN OBTAIN INSTALLATION INSTRUCTIONS FROM MANUFACTURER PRIOR TO ROUGH-IN OF EQUIPMENT AND EXAMINE a. CLEANING b. OKONITE PROFESSIONAL. INSTRUCTIONS THOROUGHLY.WHEN REQUIREMENTS OF INSTALLATION INSTRUCTIONS CONFLICT WITH CONTRACT b. OPERATION AND MAINTENANCE MANUALS c. SOUTHWIRE & INTERFACE b. IF SUBSTITUTIONS AND/OR EQUIVALENT EQUIPMENT/PRODUCTS ARE BEING PROPOSED,IT IS THE RESPONSIBILITY DOCUMENTS,REQUEST CLARIFICATION FROM ARCHITECT PRIOR TO PROCEEDING WITH INSTALLATION.THIS INCLUDES c. TRAINING OF OPERATING PERSONNEL d. OR APPROVED EQUIVALENT. ENGINEERING OF PARTIES CONCERNED,INVOLVED iN,AND FURNISHING THE SUBSTITUTE AND/OR EQUIVALENT EQUIPMENT TO PROPER INSTALLATION METHODS,SEQUENCING,AND COORDINATION WITH OTHER TRADES AND DISCIPLINES. d. RECORD DRAWINGS • VERIFY AND COMPARE THE CHARACTERISTICS AND REQUIREMENTS OF THAT FURNISHED TO THAT SPECIFIED D. FIRESTOPPING: PROJECT 2019-0641 C AND/OR SHOWN.IF GREATER CAPACITY AND/OR MORE MATERIALS AND/OR MORE LABOR IS REQUIRED FOR THE e. WARRANTY AND GUARANTY CERTIFICATES CONTACT Ben Evans 1. CONFIRM REQUIREMENTS IN DIVISION 07,THERMAL AND MOISTURE PROTECTION.IN THE ABSENCE OF SPECIFIC ROUGH-IN,CIRCUITRY OR CONNECTIONS THAN FOR THE ITEM SPECIFIED AND PROVIDED FOR,THEN PROVIDE E 2 REQUIREMENTS,COMPLY WITH INDIVIDUAL DIVISION 26,ELECTRICAL SECTIONS AND THE FOLLOWING: f. START-UP/TEST DOCUMENT AND COMMISSIONING REPORTS 100 SW Main Street,Suite 1600 .0 COMPENSATION FOR ADDITIONAL CHARGES REQUIRED FOR THE PROPER ROUGH-IN,CIRCUITRY AND CONNECTIONS FOR THE EQUIPMENT BEING FURNISHED.NO ADDITIONAL CHARGES ABOVE THE BASE BID, a. COORDINATE LOCATION AND PROTECTION LEVEL OF FIRE AND/OR SMOKE RATED WALLS,CEILINGS,AND FLOORS. Portland,OR 97204 INCLUDING RESULTING CHARGES FOR WORK PERFORMED UNDER OTHER DIVISIONS,WILL BE ALLOWED FOR SUCH WHEN THESE ASSEMBLIES ARE PENETRATED,SEAL AROUND PIPING AND EQUIPMENT WITH APPROVED TEL 503.382.2266 www.Interfaceengineenng.com \2019 2019-0641 cad\phase i eiectrical\0641e0.2-e0.05. w 11 25/2019 0:17.08 AM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER ;TANGE ASSOCIATES ARCHITECTS,INC. FILE: 0641E0.2 — E0. 5.DWG — E0.2 I EDI : 12/5/2019 6:42 PM BY BENE I PLOT: 12/5/2019 6:47 PM BY BEN EVANS PR Op& C. CONNECTORS: 1. COMPLY WITH THE REQUIREMENTS OF ANSI/NFPA 70. 1. AFC CABLE SYSTEMS INC. AH. AVOID MOISTURE TRAPS;PROVIDE JUNCTION BOX WITH DRAIN FITTING AT LOW POINTS IN CONDUIT SYSTEM. <0 GIN /0 co v‘ * 1. ANDERSON POWER PRODUCTS 1.06 WARRANTY 2. ELECTRI-FLEX COMPANY Al.PROVIDE SUITABLE FITTINGS TO ACCOMMODATE EXPANSION AND DEFLECTION WHERE CONDUIT CROSSES SEISMIC, 727,77PE , r- _ . 2. BURNDY A. WARRANTY OF MATERIALS AND WORKMANSHIP AS REQUIRED BY SECTION 26 00 00,ELECTRICAL BASIC REQUIREMENTS 3. INTERNATIONAL METAL HOSE CONTROL,AND EXPANSION JOINTS. 144i 3. ILSCO AND DIVISION 01,GENERAL REQUIREMENTS. 4. OR APPROVED EQUIVALENT. AJ.CONDUIT TERMINATIONS FOR SIGNAL SYSTEMS:PROVIDE A PLASTIC BUSHING ON THE END OF CONDUIT USED FOR ' OREGON 4. 3M SIGNAL SYSTEM WIRING. PART 2-PRODUCTS E. CONDUIT FITTINGS: 5. THOMAS&BETTS A' e "i• AK. FEEDERS:DO NOT COMBINE OR CHANGE FEEDER RUNS. --/ , 02,- b Si- 2.01 MANUFACTURERS 1. BUSHINGS: 6. OR APPROVED EQUIVALENT. r• 2.02 LUGS AND PADS A. CONNECTORS AND ACCESSORIES: a. INSULATED TYPE FOR THREADED RACEWAY WITHOUT FACTORY INSTALLED PLASTIC THROAT CONDUCTOR AL.INSTALL CONDUIT TO PRESERVE FIRE RESISTANCE RATING OF PARTITIONS AND OTHER ELEMENTS,USING MATERIALS K. 0 `-• AND METHODS SPECIFIED IN DIVISION 07,THERMAL AND MOISTURE PROTECTION. A. AMPACITY:CROSS-SECTIONAL AREA OF PAD FOR MULTIPLE CONDUCTOR TERMINATIONS TO MATCH AMPERE RATING OF 1. BURNDY HYGROUND COMPRESSION SYSTEM PROTECTION: I EXPIRES: 12/31/20 I PANELBOARD BUS OR EQUIPMENT LINE TERMINALS. 2. ERICO/CADWELD 1) THOMAS&BETTS 1222 SERIES AM. ROUTE CONDUIT THROUGH ROOF OPENINGS FOR PIPING AND DUCTWORK WHEREVER POSSIBLE.WHERE SEPARATE ROOFING PENETRATION IS REQUIRED,COORDINATE LOCATION AND INSTALLATION METHOD WITH ROOFING INSTALLATION B. COPPER PADS:DRILLED AND TAPPED FOR MULTIPLE CONDUCTOR TERMINALS. 3. AMP AMPACT GROUNDING SYSTEM 2) O-Z GEDNEY B SERIES AND INSTALLER. 0....... C. LUGS:COMPRESSION TYPE FOR USE WITH STRANDED BRANCH CIRCUIT OR CONTROL CONDUCTORS;MECHANICAL LUGS 4. PIPE GROUNDING CLAMP: 3) OR APPROVED EQUIVALENT. 3.02 RIGID METAL CONDUIT(RMC)INSTALLATION IMMO= 0 FOR USE WITH SOLID BRANCH AND FEEDER CIRCUIT CONDUCTORS. a. BURNDY GAR SERIES 2. RACEWAY CONNECTORS AND COUPLINGS: A. OUTDOOR LOCATIONS ABOVE GRADE:RMC. 2.03 WIRES AND CABLES b. 0 Z GEDNEY a. THOMAS&BETTS SERIES A. BUILDING WIRES: B. DAMP LOCATIONS:RMC. (1) , (4) 1. COPPER:SOFT-DRAWN WITH CONDUCTIVITY OF NOT LESS THAN 98 PERCENT IACS AT 20 DEGREES C(68 DEGREES F). C. THOMAS&BETTS b. O-Z GEDNEY SERIES C. IN AREAS EXPOSED TO MECHANICAL DAMAGE:RMC. 600 VOLT RATED THROUGHOUT.CONDUCTORS 12 AWG AND 10 AWG,SOLID.CONDUCTORS 8 AWG AND LARGER, d. OR APPROVED EQUIVALENT. c. OR APPROVED EQUIVALENT. D. FOR SECURITY CONDUITS INSTALLED EXPOSED AND SUBJECT TO TAMPERING:RMC. (471.N C RA0 4.... STNDED.12 AWG MINIMUM CONDUCTOR SIZE.MINIMUM INSULATION RATING OF 90 DEGREES C.INSULATION TYPE: B. GROUNDING CONDUCTOR 3. EXPANSION/DEFLECTION FITTINGS: S.... THHN/THVVN-2. 3.03 ELECTRICAL METALLIC TUBING(EMT)INSTALLATION 2. ALUMINUM CONDUCTORS ARE NOT PERMITTED UNLESS WRITTEN APPROVAL IS RECEIVED FROM THE ENGINEER. 1. GENERAL CABLE a. EMT:0-Z GEDNEY TYPE TX A. DAMP LOCATIONS:EMT UP TO 2-INCHES IN DIAMETER WITH COMPRESSION COUPLINGS, 1/44.) 0 g 0 B. PHASE COLOR TO BE CONSISTENT AT FEEDER TERMINATIONS;A-B-C,TOP TO BOTTOM,LEFT TO RIGHT,FRONT TO BACK. 2. OKONITE b. RMC:O-Z GEDNEY TYPE AX,DX AND AXDX,CROUSE&HINDS XD B. DRY LOCATIONS: ..0 E a C. COLOR CODE CONDUCTORS AS FOLLOWS: 3. SOUTHWIRE c. PVC:O-Z GEDNEY TYPE DX WITH PVC ADAPTERS,CARLON E945 SERIES,KRALOY OPEJ SERIES 1. CONCEALED:EMT. a_ 4. OR APPROVED EQUIVALENT d. OR APPROVED EQUIVALENT. 2. EXPOSED:EMT. P • PHASE 208 VOLT WYE 2.02 CONNECTORS AND ACCESSORIES 2.02 RIGID METAL CONDUIT(RMC) C. DRY,PROTECTED:EMT. A BLACK A. UL 6,ANSI C80.1.HOT DIPPED GALVANIZED STEEL CONDUIT AFTER THREAD CUTTING. A. GROUNDING CONNECTORS:HYDRAULIC COMPRESSION TOOL APPLIED CONNECTORS OR EXOTHERMIC WELDING 0 $...- B RED PROCESS CONNECTORS OR POWDER ACTUATED COMPRESSION TOOL APPLIED CONNECTORS. 8. FITTINGS:NEMA FB2.1 3.04 FLEXIBLE METAL CONDUIT(FMC)INSTALLATION 0) I. C BLUE A. DRY LOCATIONS:MOTORS,RECESSED LUMINAIRES AND EQUIPMENT CONNECTIONS SUBJECT TO MOVEMENT OR i= B. PIPE GROUNDING CLAMP:MECHANICAL GROUND CONNECTOR WITH CABLE PARALLEL OR PERPENDICULAR TO PIPE. 2.03 ELECTRICAL METALLIC TUBING(EMT) m... > CL NEUTRAL WHITE VIBRATION,USE FLEXIBLE METALLIC CONDUIT. GROUND GREEN 2.03 GROUNDING CONDUCTOR A. DESCRIPTION:UL 797,ANSI C80.3;STEEL GALVANIZED TUBING. B. INSTALL 12-INCH MINIMUM SLACK LOOP ON FLEXIBLE METALLIC CONDUIT. 0 0 u ISOLATED GROUND GREEN WNELLOW TRACE A. GROUNDING ELECTRODE CONDUCTOR:SOFT-DRAW BARE STRANDED COPPER FOR VVIRE SIZES LARGER THAN#10 AWG B. FITTINGS:NEMA FB 1;STEEL,COMPRESSION OR SET SCREW TYPE. 3.05 LIQUIDTIGHT FLEXIBLE METAL CONDUIT(LFMC)INSTALLATION L.. +- BARE.SOLID COPPER FOR WIRE SIZES#10 AWG AND SMALLER. 2.04 FLEXIBLE METAL CONDUIT(FMC) D a oes A. USE PVC COATED LIQUIDTIGHT FLEXIBLE METALLIC CONDUIT FOR MOTORS AND EQUIPMENT CONNECTIONS SUBJECT TO B. EQUIPMENT GROUNDING CONDUCTOR:GREEN INSULATED,INSULATION TYPE TO MATCH THAT OF ASSOCIATED FEEDER C A. DESCRIPTION:UL 1,INTERLOCKED STEEL CONSTRUCTION. MOVEMENT OR VIBRATION AND SUBJECTED TO ANY OF FOLLOWING CONDITIONS:EXTERIOR LOCATION,MOIST OR HUMID D. MC CABLE:NOT ALLOWED. SIZE AS INDICATED ON DRAWINGS. ATMOSPHERE,CORROSIVE ENVIRONMENTS,WATER SPRAY,OIL OR GREASE. B. FITTINGS:NEMA FB 2.20. OR BRANCH CIRCUIT WIRING, 0 B. INSTALL 12-INCH MINIMUM SLACK LOOP ON LIQUIDTIGHT FLEXIBLE METALLIC CONDUIT. 0- PART 3-EXECUTION E E. AC CABLE(ARMORED CABLE):NOT ALLOWED. 4 2.05 LIQUIDTIGHT FLEXIBLE METAL CONDUIT(LFMC) 92 3.01 GENERAL INSTALLATION REQUIREMENTS F. NMB CABLE:NOT ALLOWED. 3.06 CONDUIT FITTINGS INSTALLATION (/) _ A. DESCRIPTION:UL 360,INNER CORE MADE FROM SPIRAL WOUND STRIP OF HEAVY GAUGE,HOT DIPPED GALVANIZED LOW A. VERIFY SITE CONDITIONS PRIOR TO BEGINNING WORK. G. SO CORD:ANNEALED COPPER CONDUCTORS,600 VOLT RATED.MINIMUM SIZE NO. 12 AWG WITH GROUND WIRE.MAXIMUM CARBON STEEL.3/4-INCH THROUGH 1-1/4-INCH TRADE SIZES TO HAVE A SQUARE LOCK CORE AND CONTAIN AN INTEGRAL A. CONDUIT JOINTS:ASSEMBLE CONDUITS CONTINUOUS AND SECURE TO BOXES,PANELS,LUMINAIRES AND EQUIPMENT ...... •D OF SIX CONDUCTORS AND GROUND PER CABLE.90 DEGREES C RATED THERMOSET JACKET. B. BOND SECTIONS OF SERVICE EQUIPMENT ENCLOSURE TO SERVICE GROUND BUS. BONDING STRIP OF COPPER.1-1/2-INCH AND LARGER TO HAVE FULLY INTERLOCKED CORE.JACKET'MATERIAL TO BE WITH FITTINGS TO MAINTAIN CONTINUITY.PROVIDE WATERTIGHT JOINTS WHERE EMBEDDED IN CONCRETE,BELOW (.1) 2.04 CONNECTORS C. SEPARATELY DERIVED SYSTEMS:GROUND EACH SEPARATELY DERIVED SYSTEM PER NEC ARTICLE 250. MOISTURE,OIL AND SUNLIGHT RESISTANT FLEXIBLE PVC. GRADE OR IN DAMP LOCATIONS.SEAL METAL CONDUIT WITH METAL THREAD PRIMER.RIGID CONDUIT CONNECTIONS TO o 4- . BE THREADED,CLEAN AND TIGHT(METAL TO METAL).THREADLESS CONNECTIONS ARE NOT PERMITTED FOR RMC. A. SPLIT BOLT CONNECTORS NOT ALLOWED. D. CORROSION INHIBITORS:APPLY A CORROSION INHIBITOR TO CONTACT SURFACES WHEN MAKING GROUNDING AND USED. B. FITTINGS:NEMA FB 2.20. V) BONDING CONNECTIONS.USE CORROSION INHIBITOR APPROPRIATE FOR PROTECTING A CONNECTION BEEN METALS 2.06 CONDUIT FITTINGS B. USE SET SCREW TYPE FITTINGS ONLY IN DRY LOCATIONS.WHEN SET SCREW FITTINGS ARE UTILIZED PROVIDE C 0 B. CONDUCTOR BRANCH CIRCUITS:WIRE NUTS WITH INTEGRAL SPRING CONNECTORS FOR CONDUCTORS 12 AWG INSULATED CONTINUOUS EQUIPMENT GROUND CONDUCTOR IN CONDUIT,FROM OVERCURRENT PROTECTION DEVICE TO (1) THROUGH 8 AWG.PUSH-IN TYPE CONNECTORS WHERE CONDUCTORS ARE NOT REQUIRED TO BE TWISTED TOGETHER A. BUSHINGS: OUTLET. ARE NOT ACCEPTABLE. E. INSPECT AND TEST IN ACCORDANCE WITH NETA STANDARD ATS,EXCEPT SECTION 4. 1. INSULATED TYPE FOR THREADED RACEWAY CONNECTORS WITHOUT FACTORY-INSTALLED PLASTIC THROAT C. USE COMPRESSION FITTINGS IN DRY LOCATIONS,DAMP AND RAIN-EXPOSED LOCATIONS.MAXIMUM SIZE PERMITTED IN ..0 0) > PART 3-EXECUTION F. PERFORM INSPECTIONS AND TESTS LISTED IN NETA STANDARD AB,SECTION 7.13. CONDUCTOR PROTECTION. DAMP LOCATIONS AND LOCATIONS EXPOSED TO RAIN IS 2-INCHES IN DIAMETER. 0 •...... C 3.01 GENERAL INSTALLATION REQUIREMENTS 3.02 BONDING INSTALLATION 2. INSULATED GROUNDING TYPE FOR THREADED RACEWAY CONNECTORS. D. USE THREADED TYPE FITTINGS IN WET LOCATIONS,AND DAMP OR RAIN-EXPOSED LOCATIONS WHERE CONDUIT SIZE IS A. INSTALL PER MANUFACTURER INSTRUCTIONS AND OSSC. A. OTHER METAL PIPING SYSTEMS:BOND GAS PIPING SYSTEM,FIRE SPRINKLER PIPING SYSTEM AND OTHER METAL PIPING B. RACEWAY CONNECTORS AND COUPLINGS: GREATER THAN 2-INCHES. 0 ......, SYSTEMS TO SERVICE EQUIPMENT GROUND BUS OR TO THE GROUNDING ELECTRODE SYSTEM. Film 0) 4--= B. FIELD QUALITY CONTROL: 1. STEEL CONNECTORS,COUPLINGS,AND CONDUIT BODIES,HOT-DIP GALVANIZED. E. USE PVC COATED,THREADED TYPE FITTINGS IN CORROSIVE ENVIRONMENTS. 1. TEST CONDUCTOR INSULATION ON FEEDERS OF 100 AMP AND GREATER FOR CONFORMITY WITH 1000 VOLT B. BOND TOGETHER METAL SIDING NOT ATTACHED TO GROUNDED STRUCTURE;BOND TO GROUNDING ELECTRODE SYSTEM. 2. CONNECTOR LOCKNUTS TO BE STEEL,WITH THREADS MEETING ASTM TOLERANCES.LOCKNUTS TO BE HOT-DIP F. USE INSULATED TYPE BUSHINGS WITH GROUND PROVISION AT SVVITCHBOARDS,PANELBOARDS,SAFETY DISCONNECT 0 MEGOHMMETER.USE INSULATED CABLE ENGINEERS ASSOCIATION TESTING PROCEDURES.MINIMUM INSULATION 3.03 CONNECTORS AND ACCESSORIES INSTALLATION GALVANIZED. SWITCHES,JUNCTION BOXES THAT HAVE FEEDERS 60 AMPERES AND GREATER. C a ...0 RESISTANCE ACCEPTABLE IS 1 MEGOHM FOR SYSTEMS 600 VOLTS AND BELOW.NOTIFY ARCHITECT IF INSULATION 3. CONNECTOR THROATS(EMT,FLEXIBLE CONDUIT,METAL CLAD CABLE AND CORDSET CONNECTORS)TO HAVE G. CONDULETS AND CONDUIT BODIES: A. INSTALL PER MANUFACTURER'S INSTRUCTIONS. 0_ RESISTANCE IS LESS THAN 1 MEGOHM. FACTORY INSTALLED PLASTIC INSERTS PERMANENTLY INSTALLED.FOR NORMAL CABLE OR CONDUCTOR EXITING eti •..... 3.04 GROUNDING CONDUCTOR INSTALLATION 1. DO NOT USE CONDULETS AND CONDUIT BODIES IN CONDUITS FOR SIGNAL WIRING OR FOR CONDUCTOR SPLICING. LI2. TEST REPORT:PREPARE A TYPED TABULAR REPORT INDICATING THE TESTING INSTRUMENT,THE FEEDER TESTED, ANGLES FROM RACEWAY,THE CABLE JACKET OR CONDUCTOR INSULATION TO BEAR ONLY ON PLASTIC THROAT Sm. 'a AMPERAGE RATING OF THE FEEDER,INSULATION TYPE,VOLTAGE,THE APPROXIMATE LENGTH OF THE FEEDER, A. RACEWAYS: INSERT. H. SLEEVES AND CHASES-FLOOR,CEILING AND WALL PENETRATIONS:PROVIDE NECESSARY RIGID CONDUIT SLEEVES, V) OPENINGS AND CHASES WHERE CONDUITS OR CABLES ARE REQUIRED TO PASS THROUGH FLOORS,CEILINGS OR WALLS. 0 .m CONDUIT TYPE,AND THE MEASURED RESISTANCE OF THE MEGOHMMETER TEST.SUBMIT TEST REPORTS WITH 1. GROUND METALLIC RACEWAY SYSTEMS.BOND TO GROUND TERMINAL WITH CODE SIZE JUMPER EXCEPT WHERE 4. STEEL GLAND,TOMIC OR BREAGLE CONNECTORS AND COUPLINGS ARE RECOGNIZED FOR THIS CONTRACT AS HAVING 1.... PROJECT CLOSEOUT DOCUMENTS. CODE SIZE OR LARGER EQUIPMENT GROUNDING CONDUCTOR IS INCLUDED WITH CIRCUIT,USE GROUNDING BUSHING ACCEPTABLE RACEWAY TO FITTING ELECTRICAL CONDUCTANCE. I. EXPANSION JOINTS: I- 3. INSPECT AND TEST IN ACCORDANCE WITH NETA STANDARD ATS,EXCEPT SECTION 4. WITH LAY-IN LUG. 5. SET SCREW CONNECTORS AND COUPLINGS,WITHOUT INTEGRAL COMPRESSION GLANDS,ARE RECOGNIZED FOR THIS 1. PROVIDE CONDUITS CROSSING EXPANSION JOINTS WHERE CAST IN CONCRETE WITH EXPANSION-DEFLECTION 0) D o LI 4. PERFORM INSPECTIONS AND TESTS LISTED IN NETA STANDARD ATS,SECTION 7.3.2. 2. CONNECT METAL RACEWAYS,WHICH TERMINATE WITHIN AN ENCLOSURE BUT WITHOUT MECHANICAL CONNECTION TO CONTRACT AS NOT HAVING ACCEPTABLE RACEWAY TO FITTING ELECTRICAL CONDUCTANCE.A GROUND CONDUCTOR FITTINGS,INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. (\i ENCLOSURE,BY GROUNDING BUSHINGS AND GROUND CONDUCTOR TO GROUNDING BUS. SIZED PER THIS SPECIFICATION MUST BE INCLUDED AND BONDED WITHIN RACEWAY ASSEMBLY UTILIZING THIS TYPE 2. SECURE CONDUITS 3-INCHES ANDLARGER TO BUILDING STRUCTURE ON OPPOSITE SIDES OF A BUILDING EXPANSION 3.02 LUGS AND PADS me...1 I 3. WHERE EQUIPMENT SUPPLY CONDUCTORS ARE IN FLEXIBLE METALLIC CONDUIT,INSTALL STRANDED COPPER CONNECTOR OR COUPLING. JOINT WITH AN EXPANSION-DEFLECTION FITTING ACROSS JOINT INSTALLED PER MANUFACTURER'S A. THOROUGHLY CLEAN SURFACES TO REMOVE ALL DIRT,OIL,GREAT OR PAINT. EQUIPMENT GROUNDING CONDUCTOR FROM OUTLET BOX TO EQUIPMENT FRAME. C. PROVIDE EXPANSION/DEFLECTION FITTINGS FOR EMT OR RMC. RECOMMENDATIONS, B. USE TORQUE WRENCH TO TIGHTEN PER MANUFACTURERS DIRECTIONS. 4. INSTALL EQUIPMENT GROUNDING CONDUCTOR,CODE SIZE MINIMUM UNLESS NOTED ON DRAWINGS,IN METALLIC AND PART 3.EXECUTION 3. PROVIDE CONDUITS LESS THAN 3-INCHES WHERE NOT CAST IN CONCRETE WITH JUNCTION BOXES SECURELY PROJECT NO. - 3.03 WIRES AND CABLES NONMETALLIC RACEWAY SYSTEMS. FASTENED ON BOTH SIDES OF EXPANSION JOINT,CONNECTED TOGETHER WITH 15-INCHES OF SLACK(MINIMUM OF 3.01 GENERAL INSTALLATION REQUIREMENTS 15-INCHES LONGER THAN STRAIGHT LINE LENGTH)FLEXIBLE CONDUIT AND COPPER GREEN GROUND BONDING 19-0641 A. GENERAL: B. FEEDERS AND BRANCH CIRCUITS: A. FINISHED SURFACES:SCHEDULE RACEWAY INSTALLATION TO AVOID CONFLICT WITH INSTALLED WALL AND CEILING JUMPER,IN LIEU OF THIS FLEXIBLE CONDUIT,AN EXPANSION-DEFLECTION FITTING,AS INDICATED FOR CONDUITS 1. DO NOT INSTALL OR HANDLE THERMOPLASTIC INSULATED WIRE AND CABLE IN TEMPERATURES BELOW-10 DEGREES 1. PROVIDE CONTINUOUS GREEN INSULATED COPPER EQUIPMENT GROUNDING CONDUCTORS FOR FEEDERS AND SURFACES.IF UNAVOIDABLE,COORDINATE WORK AND REPAIRS WITH ARCHITECT. 3-INCH AND LARGER MAY BE INSTALLED. DRAWN BY : C(14 DEGREES F).DO NOT HANDLE THERMOSET INSULATED WIRE AND CABLE IN TEMPERATURES BELOW-40 BRANCH CIRCUITS. B. CONDUIT SIZE: 4. VERIFY EXPANSION/DEFLECTION REQUIREMENTS WITH STRUCTURAL ENGINEER PRIOR TO INSTALLATION. BE DEGREES C(-40 DEGREES F). 2. WHERE INSTALLED IN A CONTINUOUS SOLID METALLIC RACEWAY SYSTEM AND LARGER SIZES ARE NOT DETAILED, 1. MINIMUM SIZE: 1/2-INCH FOR POWER AND CONTROL,UNLESS OTHERWISE NOTED.3/4-INCH FOR K. SEISMIC JOINTS: 2. INSTALL CONDUCTORS IN RACEWAYS HAVING ADEQUATE,CODE SIZE CROSS-SECTIONAL AREA FOR WIRES INDICATED. PROVIDE INSULATED EQUIPMENT GROUNDING CONDUCTORS FOR FEEDERS AND BRANCH CIRCUITS SIZED IN CHECKED BY : COMMUNICATION/DATA,UNLESS OTHERWISE NOTED.3/4-INCH FOR SIGNAL SYSTEMS,UNLESS OTHERWISE NOTED ACCORDANCE WITH THE LATEST ADOPTED EDITION OF NEC ARTICLE 250,TABLE 250-122. 1. NO CONDUITS CAST IN CONCRETE ALLOWED TO CROSS SEISMIC JOINT. 3. INSTALL CONDUCTORS WITH CARE TO AVOID DAMAGE TO INSULATION. C. ELBOW FOR LOW ENERGY SIGNAL SYSTEMS:USE LONG RADIUS FACTORY ELLS WHERE LINKING SECTIONS OF RACEWAY TFF,JB 3. PROVIDE ISOLATED GROUND CONDUCTORS FOR ELECTRICALLY SENSITIVE EQUIPMENT.INSTALL ISOLATED 2. PROVIDE CONDUITS WITH JUNCTION BOXES SECURELY FASTENED ON BOTH SIDES OF SEISMIC JOINT,CONNECTED 4. DO NOT APPLY GREATER TENSION ON CONDUCTORS THAN RECOMMENDED BY MANUFACTURER DURING GROUNDING CONDUCTORS ISOLATED FROM EQUIPMENT GROUND SYSTEM EXCEPT AT COMMON GROUND FOR INSTALLATION OF SIGNAL CABLE. TOGETHER WITH 15-INCHES OF SLACK(MINIMUM OF 15-INCHES LONGER THAN STRAIGHT LINE LENGTH)FLEXIBLE INSTALLATION. DATE CONNECTION AT SERVICE EQUIPMENT.PROVIDE ISOLATED GROUND BUS IN PANELBOARDS ISOLATED FROM D. VERIFY THAT FIELD MEASUREMENTS ARE AS SHOWN ON DRAWINGS. CONDUIT AND COPPER GREEN GROUND BONDING JUMPER.PRIOR TO INSTALLATION,VERIFY WITH ARCHITECT THAT 5. USE OF PULLING COMPOUNDS IS PERMITTED.CLEAN RESIDUE FROM EXPOSED CONDUCTORS AND RACEWAY EQUIPMENT GROUND SYSTEM. 15-INCHES IS ADEQUATE FOR DESIGNED MOVEMENT,AND IF NOT,INCREASE THIS LENGTH AS REQUIRED. ENTRANCES AFTER CONDUCTOR INSTALLATION.DO NOT USE PULLING COMPOUNDS FOR INSTALLATION OF E. PLAN LOCATIONS OF CONDUIT RUNS IN ADVANCE OF THE INSTALLATION AND COORDINATE WITH DUCTWORK,PLUMBING, 12.05.2019 CONDUCTORS CONNECTED TO GFCI CIRCUIT BREAKERS OR GFCI RECEPTACLES. C. BOND BOXES,CABINETS,ENCLOSURES AND PANELBOARD EQUIPMENT GROUNDING CONDUCTORS TO ENCLOSURE WITH CEILING AND WALL CONSTRUCTION IN THE SAME AREAS. 3. PROVIDE CONDUITS LESS THAN 3-INCHES WHERE NOT CAST IN CONCRETE WITH JUNCTION BOXES SECURELY SPECIFIED CONDUCTORS AND LUGS.INSTALL LUGS ONLY ON THOROUGHLY CLEANED CONTACT SURFACES. FASTENED ON BOTH SIDES OF EXPANSION JOINT,CONNECTED TOGETHER WITH 15-INCHES OF SLACK(MINIMUM OF REVISION : 6. CONDUCTOR SIZE AND QUANTITY: F. LOCATE PENETRATIONS AND HOLES IN ADVANCE WHERE THEY ARE PROPOSED IN THE STRUCTURAL SECTIONS SUCH AS 15-INCHES LONGER THAN STRAIGHT LINE LENGTH)FLEXIBLE CONDUIT AND COPPER GREEN GROUND BONDING D. MOTORS,EQUIPMENT AND APPLIANCES:INSTALL CODE SIZE EQUIPMENT GROUNDING CONDUCTOR TO(MOTOR) FOOTINGS,BEAMS,AND WALLS.PENETRATIONS ARE ACCEPTABLE ONLY WHEN THE FOLLOWING OCCURS: JUMPER.IN LIEU OF THIS FLEXIBLE CONDUIT,AN EXPANSION-DEFLECTION FITTING,AS INDICATED FOR CONDUITS a. INSTALL NO CONDUCTORS SMALLER THAN 12 AWG UNLESS OTHERWISE SHOWN. EQUIPMENT FRAME OR MANUFACTURER'S DESIGNATED GROUND TERMINAL. 3. WHERE SHOWN ON THE STRUCTURAL DRAWINGS. 3-INCH AND LARGER MAY BE INSTALLED. b. PROVIDE REQUIRED CONDUCTORS FOR A FULLY OPERABLE SYSTEM. E. RECEPTACLES:CONNECT GROUND TERMINAL OF RECEPTACLE AND ASSOCIATED OUTLET BOX TO EQUIPMENT 4. AS APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION,AND AFTER SUBMITTAL OF DRAWING L. PROVIDE RIGID CONDUIT COUPLING FLUSH WITH SURFACE OF SLAB OR WALL FOR CONDUIT STUBBED IN CONCRETE SLAB c. POWER CIRCUITS:NO.12 AWG MINIMUM,EXCEPT AS FOLLOWS: GROUNDING CONDUCTOR.SELF GROUNDING NATURE OF RECEPTACLE DEVICES DOES NOT ELIMINATE EQUIPMENT SHOWING LOCATION,SIZE,AND POSITION OF EACH PENETRATION. OR WALL TO SERVE ELECTRICAL EQUIPMENT OR AN OUTLET UNDER TABLE OR TO SUPPLY SHOP TOOL,ETC.PROVIDE 1) NO.10 AWG FOR 15A,120V CIRCUITS LONGER THAN 100 FT. GROUNDING CONDUCTOR BOLTED TO OUTLET BOX. PLUG WHERE CONDUIT IS TO BE USED IN FUTURE. G. VERIFY ROUTING AND TERMINATION LOCATIONS OF CONDUIT PRIOR TO ROUGH-IN. 2) NO.8 AWG FOR 15A,120V CIRCUITS LONGER THAN 150 FT. END OF SECTION H. CONDUIT ROUTING IS SHOWN ON DRAWINGS IN APPROXIMATE LOCATIONS UNLESS DIMENSIONED,ROUTE AS REQUIRED 3) NO. 10 AWG FOR 20A, 120V CIRCUITS LONGER THAN 70 FT. SECTION 26 05 33-RACEWAYS TO COMPLETE WIRING SYSTEM. END OF SECTION 4) NO,8 AWG FOR 20A, 120V CIRCUITS LONGER THAN 100 FT. PART 1-GENERAL I. INSTALL RACEWAYS SECURELY,IN NEAT AND WORKMANLIKE MANNER,AS SPECIFIED IN NECA 1,STANDARD PRACTICES SECTION 26 05 34-BOXES d. WHEN EXACT RUN LENGTHS ARE DETERMINED FOR ALL BRANCH CIRCUITS,AND PRIOR TO INSTALLATION OF THE 1.01 SUMMARY FOR GOOD WORKMANSHIP IN ELECTRICAL CONSTRUCTION. CONDUCTORS,ENSURE THAT THE MAXIMUM VOLTAGE DROP,BASED ON 80 PERCENT OF THE CIRCUIT PROTECTIVE PART 1-GENERAL J. INSTALL STEEL CONDUIT AS SPECIFIED IN NECA 101,STANDARD FOR INSTALLING STEEL CONDUITS, A. WORK INCLUDED: DEVICE,DOES NOT EXCEED 3 PERCENT.INCREASE WIRE SIZE FROM#12AWG,IF NECESSARY,TO ENSURE THAT 1.01 SUMMARY THE 3 PERCENT VOLTAGE DROP IS NOT EXCEEDED. 1. RIGID METAL CONDUIT(RMC) K. INSTALL NONMETALLIC CONDUIT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. A. WORK INCLUDED: 7. PROVIDE DEDICATED NEUTRALS(ONE NEUTRAL CONDUCTOR FOR EACH PHASE CONDUCTOR)IN ALL 120V CIRCUITS. 2. ELECTRICAL METALLIC TUBING(EMT) L. INSERTS,ANCHORS AND SLEEVES. 1. OUTLET BOXES B. CONDUCTORS IN CABINETS: 3. FLEXIBLE METAL CONDUIT(FMC) • 1. COORDINATE LOCATION OF INSERTS AND ANCHOR BOLTS FOR ELECTRICAL SYSTEMS PRIOR TO CONCRETE POUR. 2. PULL AND JUNCTION BOXES 1. CABLE AND TREE WIRES IN PANELS AND CABINETS FOR POWER AND CONTROL.USE PLASTIC TIES IN PANELS AND 4. LIQUIDTIGHT FLEXIBLE METAL CONDUIT(LFMC) 2. COORDINATE LOCATION OF SLEEVES WITH CONSIDERATION FOR OTHER BUILDING SYSTEMS PRIOR TO CONCRETE 3. BOX EXTENSION ADAPTER • CABINETS. 5. CONDUIT FITTINGS POUR. 4. WEATHERPROOF OUTLET BOXES 2. TIE AND BUNDLE FEEDER CONDUCTORS IN WREWAYS OF PANELBOARDS. B. PROVIDE A COMPLETE SYSTEM OF CONDUIT AND FITTINGS,WITH ASSOCIATED COUPLINGS,CONNECTORS,AND FITTINGS, M. CONDUIT SUPPORTS: B. PROVIDE ELECTRICAL BOXES AND FITTINGS FOR A COMPLETE INSTALLATION.INCLUDE BUT NOT LIMITED TO OUTLET 3. HOLD CONDUCTORS AWAY FROM SHARP METAL EDGES. AS SHOWN ON DRAWINGS AND DESCRIBED IN THESE SPECIFICATIONS. 1. ARRANGE SUPPORTS TO PREVENT MISALIGNMENT DURING WIRING INSTALLATION. BOXES,JUNCTION BOXES,PULL BOXES,BUSHINGS,LOCKNUTS AND OTHER NECESSARY COMPONENTS. C. HOMERUNS: 1.02 RELATED SECTIONS 2. SUPPORT CONDUIT USING COATED STEEL OR MALLEABLE IRON STRAPS,LAY-IN ADJUSTABLE HANGERS,CLEVIS 1.02 RELATED SECTIONS HANGERS,AND SPLIT HANGERS. 1. DO NOT CHANGE INTENT OF BRANCH CIRCUIT HOMERUNS WITHOUT APPROVAL.HOMERUNS FOR 20A BRANCH A. CONTENTS OF DIVISION 26,ELECTRICAL AND DIVISION 01,GENERAL REQUIREMENTS APPLY TO THIS SECTION. CIRCUITS MAY BE COMBINED TO A MAXIMUM OF SIX CURRENT CARRYING CONDUCTORS INCLUDING NEUTRAL B. IN ADDITION,REFERENCE THE FOLLOWING: 3. GROUP RELATED CONDUITS;SUPPORT USING CONDUIT RACK.CONSTRUCT RACK USING STEEL CHANNEL.PROVIDE A. CONTENTS OF DIVISION 26,ELECTRICAL AND DIVISION 01,GENERAL REQUIREMENTS APPLY TO THIS SECTION. SPACE ON EACH FOR CONDUITS. B. IN ADDITION,REFERENCE THE FOLLOWING: CONDUCTORS IN HOMERUNS.APPLY DERATING FACTORS AS REQUIRED PER NEC.INCREASE CONDUCTOR SIZE AS 1. SECTION 26 05 34,BOXES NEEDED. 4. DO NOT SUPPORT CONDUIT WITH WIRE OR PERFORATED PIPE STRAPS.REMOVE WIRE USED FOR TEMPORARY 1. SECTION 26 05 33,RACEWAYS 1.03 REFERENCES AND STANDARDS SUPPORTS. D. IDENTIFY WIRE AND CABLE UNDER THE PROVISIONS OF SECTION 26 05 53,IDENTIFICATION FOR ELECTRICAL SYSTEMS. 2. SECTION 26 05 53,IDENTIFICATION FOR ELECTRICAL SYSTEMS IDENTIFY EACH CONDUCTOR WITH ITS PANEL AND CIRCUIT NUMBER AS INDICATED. A. REFERENCES AND STANDARDS AS REQUIRED BY SECTION 26 00 00,ELECTRICAL BASIC REQUIREMENTS AND DIVISION 01, 5. DO NOT ATTACH CONDUIT TO CEILING SUPPORT WIRES. 1.03 REFERENCES AND STANDARDS GENERAL REQUIREMENTS. E. EXPOSED CABLE IS NOT ALLOWED. N. FLEXIBLE STEEL CONDUIT LENGTH NOT-TO-EXCEED 6-FEET,3-FEET IN CONCEALED WALLS.PROVIDE SUFFICIENT SLACK A. REFERENCES AND STANDARDS AS REQUIRED BY SECTION 26 00 00,ELECTRICAL BASIC REQUIREMENTS AND DIVISION 01, 1.04 SUBMITTALS TO REDUCE THE EFFECT OF VIBRATION. F. ALL CABLE MUST BE RUN PARALLEL OR PERPENDICULAR TO BUILDING LINES AND HIDDEN FROM VIEW WHEN POSSIBLE. GENERAL REQUIREMENTS. VVHERE INSTALLED IN TRAY EACH POWER CABLE IS TO BE IDENTIFIED VVITH LAMACOID NAMETAG ENGRAVED WITH A. SUBMITTALS AS REQUIRED BY SECTION 26 00 00,ELECTRICAL BASIC REQUIREMENTS AND DIVISION 01,GENERAL O. INSTALL CONDUIT SEALS AT BOUNDARIES VVHERE AMBIENT TEMPERATURES DIFFER BY 10 DEGREES F OR MORE AS 1.04 SUBMITTALS IDENTIFICATION OF EQUIPMENT BEING FED.TAG TO BE FASTENED TO CABLE USING TIE-WRAPS.PROVIDE NAMETAG AT REQUIREMENTS. SHOWN ON THE DRAWINGS.INSTALL SEALS ON WARM SIDE OF PARTITION. EACH FLOOR LEVEL. A. SUBMITTALS AS REQUIRED BY SECTION 26 00 00,ELECTRICAL BASIC REQUIREMENTS AND DIVISION 01,GENERAL • 1.05 QUALITY ASSURANCE P. SEAL RACEWAYS STUBBING UP INTO ELECTRICAL EQUIPMENT.PLUG RACEWAYS WITH CONDUCTORS WITH DUCT-SEAL. REQUIREMENTS. G. DO NOT INSTALL PVC JACKETED CABLES IN RETURN AIR PLENUMS,UNLESS THEY ARE SPECIALLY RATED PLENUM CAP SPARE RACEWAYS AND PLUG PVC RACEWAY PRODUCTS WITH PLASTIC PLUGS AS MADE BY UNDERGROUND A. QUALITY ASSURANCE AS REQUIRED BY SECTION 26 00 00,ELECTRICAL BASIC REQUIREMENTS AND DIVISION 01,GENERAL CABLES. PRODUCTS,OR EQUAL,SHAPED TO FIT SNUGLY INTO THE STUBUP. 1.05 QUALITY ASSURANCE REQUIREMENTS. 3.04 CONNECTORS Q. SEAL RACEWAYS PENETRATING AN EXTERIOR BUILDING WALL TO PREVENT MOISTURE AND VERMIN FROM ENTERING A. QUALITY ASSURANCE AS REQUIRED BY SECTION 26 00 00,ELECTRICAL BASIC REQUIREMENTS AND DIVISION 01,GENERAL 1.06 WARRANTY INTO THE ELECTRICAL EQUIPMENT. REQUIREMENTS. A. INSTALL TO ASSURE A SOLID AND SAFE CONNECTION. A. WARRANTY OF MATERIALS AND WORKMANSHIP AS REQUIRED BY SECTION 26 00 00,ELECTRICAL BASIC REQUIREMENTS R. USE SUITABLE CAPS ON SPARE AND EMPTY CONDUITS TO PROTECT INSTALLED CONDUIT AGAINST ENTRANCE OF DIRT 1.06 WARRANTY B. SELECT HAND TWIST CONNECTORS FOR WIRE SIZE AND INSTALL TIGHTLY ON CONDUCTORS. AND DIVISION 01,GENERAL REQUIREMENTS. AND MOISTURE. A. WARRANTY OF MATERIALS AND WORKMANSHIP AS REQUIRED BY SECTION 26 00 00,ELECTRICAL BASIC REQUIREMENTS C. INSTALL COMPRESSION CONNECTORS USING METHODS AND TOOLS RECOMMENDED BY THE MANUFACTURER. 1.07 DEFINITIONS S. KEEP POWER WIRING INDEPENDENT OF COMMUNICATION SYSTEM WIRING. AND DIVISION 01,GENERAL REQUIREMENTS. D. DO NOT INSTALL STRANDED CONDUCTORS UNDER SCREW TERMINALS UNLESS COMPRESSION LUGS ARE INSTALLED. A. RACEWAY SYSTEM IS DEFINED AS CONSISTING OF CONDUIT,TUBING,DUCT,AND FITTINGS INCLUDING BUT NOT LIMITED T. KEEP EMERGENCY SYSTEM WIRING INDEPENDENT OF OTHER WIRING SYSTEMS PER NEC 700. PART 2-PRODUCTS TO CONNECTORS,COUPLINGS,OFFSETS,ELBOWS,BUSHINGS,EXPANSION/DEFLECTION FITTINGS,AND OTHER E. DO NOT CONNECT WIRING WITHOUT UL LISTED CONNECTORS THAT ARE LISTED FOR THE PURPOSES. COMPONENTS AND ACCESSORIES.COMPLETE ELECTRICAL RACEWAY INSTALLATION BEFORE STARTING THE U. ARRANGE CONDUIT TO MAINTAIN HEADROOM AND PRESENT NEAT APPEARANCE. 2.01 MANUFACTURERS END OF SECTION INSTALLATION OF CONDUCTORS AND CABLES. V. DO NOT INSTALL CONDUITS ON SURFACE OF BUILDING EXTERIOR,ALONG VAPOR BARRIER,ACROSS ROOF,ON TOP OF A. OUTLET BOXES: PART 2-PRODUCTS PARAPET WALLS,OR ACROSS FLOORS,UNLESS OTHERWISE NOTED ON DRAWINGS. 1. HUBBELL SECTION 26 05 26-GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 2.01 MANUFACTURERS W.EXPOSED CONDUITS ARE PERMITTED ONLY IN FOLLOWING AREAS: 2. THOMAS&BETTS PART 1-GENERAL A. RIGID METAL CONDUIT(RMC): 1. MECHANICAL ROOMS,ELECTRICAL ROOMS OR SPACES WHERE WALLS,CEILINGS AND FLOORS WILL NOT BE COVERED 3. EATON/CROUSE-HINDS 1.01 SUMMARY 1. ALLIED TUBE&CONDUIT WITH FINISHED MATERIAL. 4. OR APPROVED EQUIVALENT. SPECIFICATIONS A. WORK INCLUDED: 2. BECK MANUFACTURING INC. 2. EXISTING WALLS THAT ARE CONCRETE OR BLOCK CONSTRUCTION. B. PULL AND JUNCTION BOXES: - ELECTRICAL 1. CONNECTORS AND ACCESSORIES 3. PICOMA 3. WHERE SPECIFICALLY NOTED ON DRAWINGS. 1. EATON/CROUSE-HINDS 2. GROUNDING CONDUCTOR 4. VVHEATLAND TUBE COMPANY 4. ROUTE EXPOSED CONDUIT PARALLEL AND PERPENDICULAR TO WALLS,TIGHT TO FINISHED SURFACES AND NEATLY tF 2. HOFFMAN C 1 eiger*-4";* ()nil OFFSET INTO BOXES. . g' ' I Nlai glif 1.02 RELATED SECTIONS 5. OR APPROVED EQUIVALENT. 3. OR APPROVED EQUIVALENT. X. DO NOT INSTALL CONDUITS OR OTHER ELECTRICAL EQUIPMENT IN OBVIOUS PASSAGES,DOORWAYS,SCUTTLES OR A. CONTENTS OF DIVISION 26,ELECTRICAL AND DIVISION 01,GENERAL REQUIREMENTS APPLY TO THIS SECTION. B. ELECTRICAL METALLIC TUBING(EMT): CRAVVL SPACES VVHICH WOULD IMPEDE OR BLOCK AREA PASSAGE'S INTENDED USAGE. C. BOX EXTENSION ADAPTER: . - 1.03 REFERENCES AND STANDARDS 1. ALLIED TUBE&CONDUIT Y. INSTALL CONTINUOUS CONDUIT AND RACEWAYS FOR ELECTRICAL POWER WIRING AND SIGNAL SYSTEMS WRING. 1. HUBBELL A. REFERENCES AND STANDARDS AS REQUIRED BY SECTION 26 00 00,ELECTRICAL BASIC REQUIREMENTS AND DIVISION 01, 2. BECK MANUFACTURING WL Z. ROUTE CONDUIT INSTALLED ABOVE ACCESSIBLE CEILINGS PARALLEL AND PERPENDICULAR TO WALLS. 2. THOMAS&BETTS N.I0t ppd. of this permit GENERAL REQUIREMENTS. 3 PICOMA ' AA. MAINTAIN ADEQUATE CLEARANCE BETWEEN CONDUIT AND PIPING. 3. EATON/CROUSE-HINDS 1.04 SUBMITTALS 4. WHEATLAND TUBE COMPANY 4. OR APPROVED EQUIVALENT. AB. KEEP CONDUITS A MINIMUM OF 12-INCHES AWAY FROM STEAM OR HOT WATER RADIANT HEATING LINES(AT OR ABOVE A. SUBMITTALS AS REQUIRED BY SECTION 26 00 00,ELECTRICAL BASIC REQUIREMENTS AND DIVISION 01,GENERAL 5. OR APPROVED EQUIVALENT. 104 DEGREES F)OR 3-INCHES AWAY FROM WASTE OR WATER LINES. D. VVEATHERPROOF OUTLET BOXES: REQUIREMENTS. Reference only INTERFACE 4ENGINEERING C. FLEXIBLE METAL CONDUIT(FMC): AC. CUT CONDUIT SQUARE USING SAW OR PIPECUTTER;DEBURR CUT ENDS. 1. LEGRAND(PASS&SEYMOUR) B. IN ADDITION,PROVIDE: 1. AFC CABLE SYSTEMS INC. AD. BRING CONDUIT TO SHOULDER OF FITTINGS;FASTEN SECURELY. 2. HUBBELL Net part of this permit • 1. TEST REPORTS OF GROUND RESISTANCE FOR SERVICE AND SEPARATELY DERIVED SYSTEM GROUNDS. PROJECT 2019-0641 - 2. ELECTRI-FLEX COMPANY AE. USE CONDUIT HUBS OR SEALING LOCKNUTS TO FASTEN CONDUIT TO CAST BOXES IN DAMP AND WET LOCATIONS. 3. THOMAS&BETTS 1.05 QUALITY ASSURANCE CONTACT Ben Evans 3. INTERNATIONAL METAL HOSE AF. INSTALL NO MORE THAN THE EQUIVALENT OF THREE 90 DEGREE BENDS BETVVEEN BOXES.USE CONDUIT BODIES TO 4. EATON/CROUSE-HINDS E0 • 3 A. QUALITY ASSURANCE AS REQUIRED BY SECTION 26 00 00,ELECTRICAL BASIC REQUIREMENTS AND DIVISION 01,GENERAL 100 SW Main Street,Suite 1600 4. OR APPROVED EQUIVALENT. MAKE SHARP CHANGES IN DIRECTION,AS AROUND BEAMS. 5. INTERMATIC REQUIREMENTS. Portland,OR 97204 D. LIQUIDTIGHT FLEXIBLE METAL CONDUIT(LFMC): AG. USE HYDRAULIC ONE SHOT BENDER TO FABRICATE ELBOWS FOR BENDS IN METAL CONDUIT LARGER THAN 2-INCH SIZE. 6. OR APPROVED EQUIVALENT. TEL 503.382.2266 B. IN ADDITION,MEET THE FOLLOWING: www.interfaceengineering.com AIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIMIINW FILE2°16g041-E)661ad_\phEalia.bic wi6064_1e065.03 5rgEsiy:25,zogn 7;c:18)0A 12/51/2019 6:42 PM BY BENE I PLOT: 12/5/2019 6:47 PM BY BEN EVANS ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER JANGE ASSOCIATES ARCHITECTS,INC. ��RED P R OpS. 2.02 OUTLET BOXES VIEWING ANGLES OF IDENTIFICATION DEVICES UNLESS OTHERWISE INDICATED. E. PROVIDE MULTI-POLE BRANCH CIRCUIT BREAKERS FOR MULTIWIRE BRANCH CIRCUITS FOR SIMULTANEOUS E. PROVIDE ARC FLASH LABELS AS REQUIRED BY CODE. �G 1 N F� /O,L A. LUMINAIRE OUTLET:4-INCH OCTAGONAL BOX,1-1/2-INCHES DEEP WITH 3/8-INCH LUMINAIRE STUD IF REQUIRED.PROVIDE 1.06 WARRANTY DISCONNECTION OF CIRCUITS. 4, 4/72777P 'Q 9 - F. APPLY NEATLY TYPED ADHESIVE TAG ON INSIDE DOOR OF EACH FUSIBLE SWITCH INDICATING NEMA FUSE CLASS AND , RAISED COVERS ON BRACKET OUTLETS AND ON CEILING OUTLETS. A. WARRANTY OF MATERIALS AND WORKMANSHIP AS REQUIRED BY SECTION 26 00 00,ELECTRICAL BASIC REQUIREMENTS END OF SECTION SIZE INSTALLED. 1' B. DEVICE OUTLET:INSTALLATION OF ONE OR TWO DEVICES AT COMMON LOCATION,MINIMUM 4-INCHES SQUARE,MINIMUM AND DIVISION 01,GENERAL REQUIREMENTS. 3.02 TOGGLE TYPE DISCONNECT SWITCHES OREGON 1-1/2-INCHES DEEP FOR NON-USB TYPE DEVICES.INSTALLATION OF ONE OR TWO DEVICES AT COMMON LOCATIONS, PART 2-PRODUCTS SECTION 26 2816-ENCLOSED SWITCHES AND CIRCUIT BREAKERS A. INSTALL FUSES IN FUSIBLE DISCONNECT SWITCHES.COORDINATE FUSE AMPERE RATING WITH INSTALLED EQUIPMENT. MINIMUM 4-INCHES SQUARE,MINIMUM 2-INCHES DEEP FOR USB TYPE DEVICES.SINGLE-OR TWO-GANG FLUSH DEVICE DO NOT PROVIDE FUSES OF LOWER AMPERE RATING THAN MOTOR STARTER THERMAL UNITS. GNE 02 'l A RAISED COVERS. 2.01 MANUFACTURERS PART 1-GENERAL -Q C. TELECOM OUTLET:PROVIDE 4-INCHES SQUARE,MINIMUM 2-1/8-INCH DEEP BOX WITH TWO-GANG PLASTER RING.PROVIDE A. DEVICE LABELS: 1.01 SUMMARY B. INSTALL PRODUCTS,SYSTEMS AND EQUIPMENTS IN ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND ii)k K. 0'\- '' UNDER PROVISIONS OF DIVISION 27,COMMUNICATIONS. 1. KROY REQUIREMENTS. A. WORK INCLUDED: D. MULTIPLE DEVICES:THREE OR MORE DEVICES AT COMMON LOCATION.INSTALL ONE-PIECE GANG BOXES WITH 2. BRADY 1. TOGGLE TYPE DISCONNECT SWITCHES C. SEE GENERAL INSTALLATION REQUIREMENTS ABOVE. EXPIRES: 12/31/20 f I ONE-PIECE DEVICE COVER.INSTALL ONE DEVICE PER GANG. 3. OR APPROVED EQUIVALENT. 3.03 MANUAL MOTOR STARTERS 2. MANUAL MOTOR STARTERS E. MASONRY BOXES:OUTLETS IN CONCRETE. B. WIRE MARKERS: 3. SAFETY SWITCHES A. PROVIDE DISCONNECTING MEANS WITHIN SIGHT OF EACH MOTOR CONTROLLER AND OF EACH MOTOR.MOTOR (/) F. CONSTRUCTION:FOR INTERIOR LOCATIONS,PROVIDE GALVANIZED STEEL OUTLET WIRING BOXES,OF THE TYPE,SHAPE CONTROLLER DISCONNECTING MEANS EQUIPPED WITH LOCK-OUT/TAG-OUT PADLOCK PROVISIONS DO NOT REQUIRE A AND SIZE,INCLUDING DEPTH OF BOX,TO SUIT EACH RESPECTIVE LOCATION AND INSTALLATION;CONSTRUCTED WITH 1. BRADY 4. ENCLOSED CIRCUIT BREAKERS DISCONNECT SWITCH AT THE CONTROLLED MOTOR LOCATION.LOCATE DISCONNECT MEANS IN VIEW OF AND NOT INSIDE I /'1 STAMPED KNOCKOUTS IN BACK AND SIDES,AND WITH THREADED HOLES WITH SCREWS FOR SECURING BOX COVERS OR 2. PANDUIT 5. MOLDED CASE SWITCHES OF EQUIPMENT,SUCH THAT TOOLS ARE NOT NEEDED TO REMOVE COVERS TO ACCESS THE DISCONNECTING MEANS, n 1 -�/ WIRING DEVICES.ALL SURFACE MOUNTED OUTLET BOXES ARE TO BE DRAWN.WELDED BOXES ARE NOT ACCEPTABLE. 3. SUMITOMO 1.02 RELATED SECTIONS B. INSTALL PRODUCTS,SYSTEMS AND EQUIPMENTS IN ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND ��/J� . G. ACCESSORIES:PROVIDE OUTLET BOX ACCESSORIES FOR EACH INSTALLATION,INCLUDING MOUNTING BRACKETS, 4. OR APPROVED EQUIVALENT. A. CONTENTS OF DIVISION 26,ELECTRICAL AND DIVISION 01,GENERAL REQUIREMENTS APPLY TO THIS SECTION. REQUIREMENTS. v I C O -F"' WALLBOARD HANGERS,EXTENSION RINGS,LUMINAIRE STUDS,CABLE CLAMPS AND METAL STRAPS FOR SUPPORTING 2.02 DEVICE LABELSC. SEE GENERAL INSTALLATION REQUIREMENTS ABOVE. 0 OUTLET BOXES,COMPATIBLE WITH OUTLET BOXES BEING USED AND MEETING REQUIREMENTS OF INDIVIDUAL WIRING B. IN ADDITION,REFERENCE THE FOLLOWING: SITUATIONS. A. EXTRA STRENGTH,LAMINATED ADHESIVE TAPE,WITH 3/16-INCH BLACK LETTERS ON CLEAR BACKGROUND.USE ONLY FOR 1. SECTION 26 24 16,PANELBOARDS. 3.04 SAFETY SWITCHES (VI/1 tre /�� 2.03 PULL AND JUNCTION BOXES IDENTIFICATION OF RECEPTACLES.INDICATE DEVICE NAME,SOURCE PANEL,AND SOURCE CIRCUITS.PANEL AND CIRCUIT 2. SECTION 26 28 00,OVERCURRENT PROTECTIVE DEVICES. A. INSTALL PRODUCTS,SYSTEMS AND EQUIPMENTS IN ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND VJ DESIGNATION WRITTEN IN PERMANENT MARKER ON THE BACK OF THE PLATE AND INSIDE THE BACK-BOX.DO NOT REQUIREMENTS. ...c E a A. CONSTRUCTION:PROVIDE ANSI 49 GRAY ENAMEL PAINTED SHEET STEEL JUNCTION AND PULL BOXES,WITH SCREW-ON PROVIDE PUNCH TAPE STYLE LABELS. 1.03 REFERENCES AND STANDARDS a. B. SEE GENERAL INSTALLATION REQUIREMENTS ABOVE. COVERS;OF TYPE SHAPE AND SIZE,TO SUIT EACH RESPECTIVE LOCATION AND INSTALLATION;WITH WELDED SEAMS AND B. LABEL ALL JUNCTION BOXES TO SHOW SYSTEM IDENTIFICATION,SOURCE CIRCUIT,OR RACEWAY ORIGIN.IN FINISHED A. REFERENCES AND STANDARDS AS REQUIRED BY SECTION 26 00 00,ELECTRICAL BASIC REQUIREMENTS AND DIVISION 01, EQUIPPED WITH STAINLESS STEEL NUTS,BOLTS,SCREWS AND WASHERS. P3.05 ENCLOSED CIRCUIT BREAKERS ( AREAS,UTILIZE DEVICE LABEL.IN UNFINISHED AREAS OR ABOVE CEILINGS,USE OF PERMANENT INK MARKER IS GENERAL REQUIREMENTS. 0 1.04 SUBMITTALS REQUIREMENTS. L- "� b u B. LOCATION: ACCEPTABLE. A. INSTALL PRODUCTS,SYSTEMS AND EQUIPMENTS IN ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND ti.! 1. PROVIDE JUNCTION BOXES ABOVE ACCESSIBLE CEILINGS FOR DROPS INTO WALLS FOR RECEPTACLE OUTLETS FROM 2.03 WIRE MARKERS A. SUBMITTALS AS REQUIRED BY SECTION 26 00 00,ELECTRICAL BASIC REQUIREMENTS AND DIVISION 01,GENERAL OVERHEAD. B. SEE GENERAL INSTALLATION REQUIREMENTS ABOVE. 2 , A. DESCRIPTION:VINYL-CLOTH SELF-ADHESIVE OR TUBING TYPE WIRE MARKERS. REQUIREMENTS. ig) LI... 2. PROVIDE JUNCTION BOXES AND PULL BOXES TO FACILITATE INSTALLATION OF CONDUCTORS AND LIMITING B. LOCATIONS:EACH CONDUCTOR AT PANELBOARD GUTTERS,PULL BOXES,AND JUNCTION BOXES. 1.05 QUALITY ASSURANCE 3.06 MOLDED CASE SWITCHES ACCUMULATED ANGULAR SUM OF BENDS BETWEEN BOXES,CABINETS AND APPLIANCES TO 270 DEGREES. A. INSTALL PRODUCTS,SYSTEMS AND EQUIPMENTS IN ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND0 0 cs 2.04 BOX EXTENSION ADAPTER C. POWER AND LIGHTING CIRCUITS:BRANCH CIRCUIT OR FEEDER NUMBER AS INDICATED ON DRAWINGS AND SOURCE A. QUALITY ASSURANCE AS REQUIRED BY SECTION 26 00 00,ELECTRICAL BASIC REQUIREMENTS AND DIVISION 01,GENERAL REQUIREMENTS. "I� PANEL. REQUIREMENTS. _x A. CONSTRUCTION:DIECAST ALUMINUM. B. SEE GENERAL INSTALLATION REQUIREMENTS ABOVE. D Q W C D. CONTROL CIRCUITS:CONTROL WIRE NUMBER INDICATED ON SCHEMATIC AND INTERCONNECTION DIAGRAMS ON 1.06 WARRANTY (i )� B. LOCATION:INSTALL OVER FLUSH WALL OUTLET BOXES TO PERMIT FLEXIBLE RACEWAY EXTENSION FROM FLUSH OUTLET DRAWINGS. END OF SECTION < TO FIXED OR MOVABLE EQUIPMENT. A. WARRANTY OF MATERIALS AND WORKMANSHIP AS REQUIRED BY SECTION 26 00 00,ELECTRICAL BASIC REQUIREMENTS ,,` PART 3-EXECUTION AND DIVISION 01,GENERAL REQUIREMENTS. () 2.05 WEATHERPROOF OUTLET BOXES 0E QJ 3.01 GENERAL INSTALLATION REQUIREMENTS PART 2-PRODUCTS SECTION 26 51 00-LIGHTING A. CONSTRUCTION:PROVIDE CORROSION-RESISTANT CAST METAL WEATHERPROOF OUTLET WIRING BOXES,OF THE TYPE, A. COORDINATE DESIGNATIONS USED ON DRAWINGS WITH EQUIPMENT NAMEPLATES AND DEVICE LABELS. 2.01 MANUFACTURERS PART 1-GENERAL D E SHAPE AND SIZE,INCLUDING DEPTH OF BOX,WITH THREADED CONDUIT ENDS,CAST METAL FACEPLATE WITH ...... SPRING-HINGED WATERPROOF CAP SUITABLY CONFIGURED FOR EACH APPLICATION,INCLUDING FACEPLATE,GASKET, B. INSTALL NAMEPLATES AND LABELS PARALLEL TO EQUIPMENT LINES. A. TOGGLE TYPE DISCONNECT SWITCHES: 1.01 SUMMARY V) -I�-- BLANK PLUGS AND CORROSION PROOF FASTENERS.WEATHERPROOF BOXES TO BE CONSTRUCTED TO HAVE SMOOTH C. IDENTIFY EMPTY CONDUIT AND BOXES WITH INTENDED USE. 1. COOPER A. WORK INCLUDED: (10) ` SIDES,GRAY FINISH. 2. HUBBELL 1. LUMINAIRES PART 3-EXECUTION D. PROVIDE TYPEWRITTEN BRANCH PANEL SCHEDULES WITH PROTECTIVE CLEAR TRANSPARENT COVERS ACCOUNTING FOR EVERY BREAKER INSTALLED.USE ACTUAL ROOM DESIGNATIONS ASSIGNED BY NAME OR NUMBER NEAR 3. LEVITON 2. LED DRIVERS f (W1 �` 3.01 GENERAL INSTALLATION REQUIREMENTS COMPLETION OF THE WORK,AND NOT THE DESIGNATIONS SHOWN ON DRAWINGS. 4. LEGRAND(PASS&SEYMOUR) 3. LAMPS w A. COORDINATE LOCATIONS OF FLOOR BOXES AND WALL MOUNTED WIRING DEVICE BOXES WITH ARCHITECTURAL AND E. PROVIDE COLOR CODED BOXES AS FOLLOWS: 5. SLATER 4. EMERGENCY LED LUMINAIRE POWER SUPPLY r ty) > STRUCTURAL FLOOR PLANS PRIOR TO ROUGH-IN. 1. FIRE ALARM:RED. 6. OR APPROVED EQUIVALENT. B. PROVIDE WIRING FOR COMPLETE AND OPERATING LIGHTING SYSTEM. B. INSTALL BOXES SECURELY,IN A NEAT AND WORKMANLIKE MANNER,AS SPECIFIED IN NECA 1,STANDARD PRACTICE OF GOOD WORKMANSHIP IN ELECTRICAL CONSTRUCTION. 3.02 DEVICE LABELS O B. MANUAL MOTOR STARTERS: 1.02 RELATED SECTIONS A. REFERENCE 3.01,GENERAL INSTALLATION REQUIREMENTS. 1. EATON ELECTRICAL C. SECURE BOXES RIGIDLY TO SUBSTRATE UPON WHICH THEY ARE BEING MOUNTED. A. CONTENTS OF DIVISION 26,ELECTRICAL AND DIVISION 01,GENERAL REQUIREMENTS APPLY TO THIS SECTION. D. INSTALL IN LOCATIONS AS SHOWN ON DRAWINGS,AND AS REQUIRED FOR SPLICES,TAPS,WIRE PULLING,EQUIPMENT B. INSTALL PER MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. 2. ABB/GENERAL ELECTRIC 1.03 REFERENCES AND STANDARDS 1-- 0`) •- CONNECTIONS,AND AS REQUIRED BY NEC.LOCATE BOXES AND CONDUIT BODIES SO AS TO ENSURE ACCESSIBILITY OF C. DEGREASE AND CLEAN SURFACES TO RECEIVE LABELS. 3. SIEMENS A. REFERENCES AND STANDARDS AS REQUIRED BY SECTION 26 00 00,ELECTRICAL BASIC REQUIREMENTS AND DIVISION 01, C 0 ELECTRICAL WIRING. 3.03 WIRE MARKERS 4. SCHNEIDER ELECTRIC/SQUARE D GENERAL REQUIREMENTS. 7.3 •...... --- E. SET WALL MOUNTED BOXES AT ELEVATIONS TO ACCOMMODATE MOUNTING HEIGHTS SPECIFIED IN THIS SECTION. A. REFERENCE 3.01,GENERAL INSTALLATION REQUIREMENTS. 5. OR APPROVED EQUIVALENT. B. IN ADDITION,MEET THE FOLLOWING: U F. ELECTRICAL BOXES ARE SHOWN ON DRAWINGS IN APPROXIMATE LOCATIONS UNLESS DIMENSIONED. B. INSTALL PER MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. C. SAFETY SWITCHES: 1. NECA 500-COMMERCIAL LIGHTING. G. INSTALL BOXES TO PRESERVE FIRE RESISTANCE RATING OF PARTITIONS AND OTHER ELEMENTS,USING MATERIALS AND C. PROVIDE WIRE MARKERS ON EACH CONDUCTOR FOR POWER,CONTROL,SIGNALLING AND COMMUNICATIONS CIRCUITS. 1. EATON ELECTRICAL 2. UL 8750-LIGHT EMITTING DIODE(LED)EQUIPMENT FOR USE IN LIGHTING PRODUCTS. 0 p v) to METHODS SPECIFIED IN DIVISION 07,THERMAL AND MOISTURE PROTECTION. D. WHERE SWITCHES CONTROL REMOTE LIGHTING OR POWER OUTLETS,OR WHERE SWITCHES OR OUTLETS IN SAME 2. ABB/GENERAL ELECTRIC 1.04 SUBMITTALS •moor 0 " H. LOCATE FLUSH MOUNTING BOX IN MASONRY WALL TO REQUIRE CUTTING OF MASONRY UNIT CORNER ONLY.COORDINATE LOCATION SERVE DIFFERENT PURPOSES,SUCH AS LIGHT,POWER,INTERCOM,ETC.OR DIFFERENT AREAS,SUCH AS 3. SIEMENS A. SUBMITTALS AS REQUIRED BY SECTION 26 00 00,ELECTRICAL BASIC REQUIREMENTS AND DIVISION 01,GENERAL 0) D O a MASONRY CUTTING TO ACHIEVE NEAT OPENING. CORRIDOR AND OUTSIDE,PROVIDE PLATES WITH 1/8-INCH BLACK LETTERS INDICATING FUNCTION OF EACH SWITCH OR REQUIREMENTS. N I. INSTALL FLUSH MOUNTING BOX WITHOUT DAMAGING WALL INSULATION OR REDUCING ITS EFFECTIVENESS. OUTLET.ALSO LABEL THE FUNCTION OF LIGHT SWITCHES WHERE TWO OR MORE ARE MOUNTED IN SAME LOCATIONS. 4. SCHNEIDER ELECTRIC/SQUARE D OF SECTION 5. OR APPROVED EQUIVALENT. B. IN ADDITION,PROVIDE: • J. SUPPORT BOXES INDEPENDENTLY OF CONDUIT,EXCEPT CAST BOX THAT IS CONNECTED TO TWO RIGID METAL CONDUITS END 1. SUBMIT PRODUCT DATA FOR: BOTH SUPPORTED WITHIN 12-INCHES OF BOX. D. ENCLOSED CIRCUIT BREAKERS: K. BOX COLOR CODING AND MARKING:REFERENCE SECTION 26 05 53,IDENTIFICATION FOR ELECTRICAL SYSTEMS. SECTION 26 28 00-OVERCURRENT PROTECTIVE DEVICES 1. EATON ELECTRICAL a. LED LUMINAIRES:ELECTRICAL RATINGS,DIMENSIONS,MOUNTING,MATERIAL,CLEARANCES,TERMINATIONS, 2. ABB/GENERAL ELECTRIC WRING,CONNECTION DIAGRAM,LM-79 PHOTOMETRIC DATA,LM-80 LUMEN DEPRECIATION DATA. PROJ ECT NO. L. ADJUST BOXES TO BE PARALLEL WITH BUILDING LINES.BOXES NOT PLUMB TO BUILDING LINES ARE NOT ACCEPTABLE. PART 1-GENERAL b. LED DRIVERS M. INSTALL KNOCKOUT CLOSURES IN UNUSED BOX OPENINGS. 1.01 SUMMARY 3. SIEMENS 19-0641 4. SCHNEIDER ELECTRIC/SQUARE D c. LAMPS DRAWN BY 0. CLEAN EXPOSED SURFACES AND RESTORE FINISH. 1. FUSES 5. OR APPROVED EQUIVALENT. E. MOLDED CASE SWITCHES: 2. SUBMITTAL CUTSHEETS:HIGHLIGHT,CIRCLE OR OTHERWISE GRAPHICALLY INDICATE WHICH OPTION(S)ARE BEING BE 3.02 OUTLET BOXES INSTALLATION 2. MOLDED CASE CIRCUIT BREAKERS SELECTED FOR THE PRODUCTS SUBMITTED.CUTSHEETS THAT ARE NOT EDITED TO INDICATE WHICH PRODUCTS AND A. MOUNT OUTLET BOXES,UNLESS OTHERWISE REQUIRED BY ADA,OR NOTED ON DRAWINGS,FOLLOWING DISTANCES 1.02 RELATED SECTIONS 1. EATON ELECTRICAL OPTIONS ARE SUBMITTED FOR THIS PROJECT OR THAT LIST ONLY CATALOG NUMBERS TO IDENTIFY SUBMITTED CHECKED BY : ABOVE FINISHED FLOOR: 2. ABB/GENERAL ELECTRIC OPTIONS ARE NOT ACCEPTABLE. A. CONTENTS OF DIVISION 26,ELECTRICAL AND DIVISION 01,GENERAL REQUIREMENTS APPLY TO THIS SECTION. 3. SPECIFIED MANUFACTURERS ARE APPROVED TO SUBMIT BID.HOWEVER,INCLUSION DOES NOT RELIEVE TFF,JB 1. CONTROL SWITCHES: 3. SIEMENS 1.03 REFERENCES AND STANDARDS MANUFACTURER FROM SUPPLYING PRODUCT AS DESCRIBED. DATE : a. 48-INCHES TO THE TOP OF OUTLET BOX. 4. SCHNEIDER ELECTRIC/SQUARE D A. REFERENCES AND STANDARDS AS REQUIRED BY SECTION 26 00 00,ELECTRICAL BASIC REQUIREMENTS AND DIVISION 01, 4. PROVIDE THE FOLLOWING OPERATING AND MAINTENANCE INSTRUCTIONS AS REQUIRED BY SECTION 26 00 00, b. 4-INCHES ABOVE TOP OF BACKSPLASH AT COUNTERTOPSIWORKSTATIONS,NOT-TO-EXCEED 44-INCHES ABOVE GENERAL REQUIREMENTS. 5. OR APPROVED EQUIVALENT. ELECTRICAL BASIC REQUIREMENTS: 12.05.2019 FINISHED FLOOR TO THE TOP OF OUTLET BOX PER ADA REQUIREMENTS. 1.04 SUBMITTALS 2.02 TOGGLE TYPE DISCONNECT SWITCHES a. LUMINAIRES REVISION 2. RECEPTACLES:15 INCHES TO THE BOTTOM OF OUTLET BOX. A. SUBMITTALS AS REQUIRED BY SECTION 26 00 00,ELECTRICAL BASIC REQUIREMENTS AND DIVISION 01,GENERAL A. RATING:120 VOLT,1 OR 2 POLE,20 AMP, 1 HP MAXIMUM. b. LED DRIVERS 3. TELECOM OUTLETS:15-INCHES TO THE BOTTOM OF OUTLET BOX. REQUIREMENTS. B. ENCLOSURE: c. LAMPS 4. OTHER OUTLETS:AS INDICATED IN OTHER SECTIONS OF SPECIFICATIONS OR AS DETAILED ON DRAWINGS. 1.05 QUALITY ASSURANCE 1. NEMA 1:DRY LOCATIONS/INDOORS. d. EMERGENCY LED LUMINAIRE POWER SUPPLY B. INACCESSIBLE CEILING AREAS:INSTALL OUTLET AND JUNCTION BOXES NO MORE THAN 6-INCHES FROM CEILING ACCESS A. QUALITY ASSURANCE AS REQUIRED BY SECTION 26 00 00,ELECTRICAL BASIC REQUIREMENTS AND DIVISION 01,GENERAL 2. NEMA 3R:DAMP OR WET LOCATIONS/OUTDOORS. 1.05 QUALITY ASSURANCE PANEL OR FROM REMOVABLE RECESSED LUMINAIRE. REQUIREMENTS APPLY TO THIS SECTION. C. HANDLE LOCKABLE IN'OFF'POSITION. A. QUALITY ASSURANCE AS REQUIRED BY SECTION 26 00 00,ELECTRICAL BASIC REQUIREMENTS AND DIVISION 01,GENERAL C. FLUSH OUTLETS IN INSULATED SPACES:MAINTAIN INTEGRITY OF INSULATION AND VAPOR BARRIER. 1.06 WARRANTY REQUIREMENTS. 2.03 MANUAL MOTOR STARTERS D. COORDINATE ELECTRICAL DEVICE LOCATIONS AND ELEVATIONS(SWITCHES AND RECEPTACLES)WITH ARCHITECTURAL A. WARRANTY OF MATERIALS AND WORKMANSHIP AS REQUIRED BY SECTION 26 00 00,ELECTRICAL BASIC REQUIREMENTS A. QUICK-MAKE,QUICK-BREAK.THERMAL OVERLOAD PROTECTION.DEVICE LABELED WITH MAXIMUM VOLTAGE,CURRENT, B. IN ADDITION,MEET THE FOLLOWING: DRAWINGS TO PREVENT MOUNTING DEVICES IN MIRRORS,BACK SPLASHES,AND BEHIND CABINETS. AND DIVISION 01,GENERAL REQUIREMENTS. AND HORSEPOWER. 1. PROVIDE LUMINAIRES ACCEPTABLE TO CODE AUTHORITY FOR APPLICATION AND LOCATION INSTALLED. E. LOCATE OUTLET BOXES TO ALLOW LUMINAIRES POSITIONED AS SHOWN ON REFLECTED CEILING PLAN. PART 2-PRODUCTS B. ENCLOSURE: 2. COMPLY WITH APPLICABLE ANSI STANDARDS. F. ALIGN ADJACENT WALL MOUNTED OUTLET BOXES FOR SWITCHES,THERMOSTATS,AND SIMILAR DEVICES.ADJACENT 2.01 MANUFACTURERS 1. NEMA 1:DRY LOCATIONS/INDOORS. 3. COMPLY WITH APPLICABLE NEMA STANDARDS. BOXES NOT ALIGNED VERTICALLY TO BE ADJUSTED AT NO ADDITIONAL COST TO OWNER. A. FUSES: 2. NEMA 3R:DAMP OR WET LOCATIONS/OUTDOORS. 4. PROVIDE LUMINAIRES AND LAMPHOLDERS THAT COMPLY WITH UL STANDARDS AND HAVE BEEN LISTED AND LABELED G. USE FLUSH MOUNTING OUTLET BOX IN FINISHED AREAS. 1. BUSSMANN FOR LOCATION AND USE INDICATED BY A TESTING AGENCY ACCEPTABLE BY THE AHJUL,ETL,AND THE LIKE). H. DO NOT INSTALL FLUSH MOUNTING BOX BACK-TO-BACK IN WALLS;PROVIDE MINIMUM 6-INCHES SEPARATION.PROVIDE 2.04 SAFETY SWITCHES (E.G.,( ) 2. MINIMUM 24-INCHES OR SEPARATED BY STUD WALL PARTITION IN ACOUSTIC RATED WALLS. FERRAZ-SHAWMUT A. HEAVY DUTY FUSIBLE TYPE AND NON-FUSIBLE TYPE(AS INDICATED ON DRAWINGS),DUAL RATED,QUICK-MAKE, 5. COMPLY WITH OESC AS APPLICABLE TO INSTALLATION AND CONSTRUCTION OF LUMINAIRES. I. SECURE FLUSH MOUNTING BOX TO INTERIOR WALL AND PARTITION STUDS.ACCURATELY POSITION TO ALLOW FOR 3. LITTELFUSE QUICK-BREAK WITH FUSE REJECTION FEATURE FOR USE WITH CLASS R FUSES ONLY,UNLESS OTHER FUSE TYPE IS 6. COMPLY WITH FALLOUT AND RETENTION REQUIREMENTS OF OSSC FOR DIFFUSERS,BAFFLES,AND LOUVERS. SURFACE FINISH THICKNESS. 4. MCGRAW-EDISON SPECIFICALLY NOTED. 7. PROVIDE LED LUMINAIRES FROM THE SAME MANUFACTURER AND MANUFACTURING LED SOURCE BATCH FOR SIMILAR J. USE STAMPED STEEL BRIDGES TO FASTEN FLUSH MOUNTING OUTLET BOX BETWEEN STUDS. 5. OR APPROVED EQUIVALENT. B. CLEARLY MARKED FOR MAXIMUM VOLTAGE,CURRENT,AND HORSEPOWER. APPLICATIONS(E.G.,ALL LED DOWNLIGHTS FROM A SINGLE MANUFACTURER AND BATCH,ALL LINEAR LED PRODUCTS C. OPERABLE HANDLE INTERLOCKED TO PREVENT OPENING FRONT COVER WITH SWITCH IN'ON'POSITION. FROM SINGLE MANUFACTURER AND BATCH). K. USE ADJUSTABLE STEEL CHANNEL FASTENERS FOR HUNG CEILING OUTLET BOX. B. MOLDED CASE CIRCUIT BREAKERS: 1.06 WARRANTY L. USE GANG BOX WHERE MORE THAN ONE DEVICE IS MOUNTED TOGETHER.DO NOT USE SECTIONAL BOX. 1. EATON ELECTRICAL D. SWITCHES RATED FOR MAXIMUM AVAILABLE FAULT CURRENT. 2. ABB/GENERAL ELECTRIC E. HANDLE LOCKABLE IN'OFF'POSITION. A. WARRANTY AS REQUIRED BY SECTION 26 00 00,ELECTRICAL BASIC REQUIREMENTS AND DIVISION 01,GENERAL M. USE GANG BOX WITH PLASTER RING FOR SINGLE DEVICE OUTLETS. REQUIREMENTS. N. ADJUST FLUSH-MOUNTING OUTLETS TO MAKE FRONT FLUSH WITH FINISHED WALL MATERIAL. 3. SIEMENS F. ENCLOSURE: B. IN ADDITION,PROVIDE: 3.03 PULL AND JUNCTION BOXES INSTALLATION 4. SCHNEIDER ELECTRIC/SQUARED 1. NEMA 1:DRY LOCATIONS/INDOORS. 1. LED LUMINAIRE MANUFACTURER'S WARRANTY:NOT LESS THAN 5 YEARS FOR LUMINAIRE BASED ON DATE OF A. INSTALL PULL BOXES AND JUNCTION BOXES ABOVE ACCESSIBLE CEILINGS AND IN UNFINISHED AREAS ONLY. 5. OR APPROVED EQUIVALENT. 2. NEMA 3R:DAMP OR WET LOCATIONS/OUTDOORS. SUBSTANTIAL COMPLETION.INCLUDES NORMAL COST OF LABOR TO REPLACE LUMINAIRE.REPLACEMENT LUMINAIRE 2.02 FUSES G. FUSIBLE SWITCH ASSEMBLIES:NEMA KS 1,QUICK-MAKE,QUICK-BREAK,LOAD INTERRUPTER ENCLOSED KNIFE SWITCH WILL MATCH PHYSICAL DIMENSIONS,PHYSICAL APPEARANCE,CHROMATICITY,LUMEN OUTPUT AND PHOTOMETRIC B. INACCESSIBLE CEILING AREAS:INSTALL OUTLET AND JUNCTION BOXES NO MORE THAN 6-INCHES FROM CEILING ACCESS WITH EXTERNALLY OPERABLE HANDLE.PROVIDE INTERLOCK TO PREVENT OPENING FRONT COVER WITH SWITCH IN ON CHARACTERISTICS OF ORIGINAL INSTALLED EQUIPMENT. PANEL OR FROM REMOVABLE RECESSED LUMINAIRE. A. CHARACTERISTICS: POSITION.HANDLE LOCKABLE IN OFF POSITION.FUSE CLIPS:PROVIDE FUSE REJECTION FEATURE FOR CLASS R OR J PART 2-PRODUCTS C. DO NOT FASTEN BOXES TO CEILING SUPPORT WIRES. 1. DUAL ELEMENT,TIME DELAY,CURRENT LIMITING,NONRENEWABLE TYPE,REJECTION FEATURE. FUSES UP TO 600 AMP. PROVIDE SWITCHES OF 30 TO 200 AMP WITH PLUG-ON LINE SIDE CONNECTIONS. 2.01 MANUFACTURERS D. LARGE PULL BOXES:USE HINGED ENCLOSURE IN INTERIOR DRY LOCATIONS,SURFACE-MOUNTED CAST METAL BOX IN 2. COMBINATION LOADS:UL CLASS RK1,RK5,OR J, 1/10 TO 600 AMP. 2.05 ENCLOSED CIRCUIT BREAKERS A. LUMINAIRES: OTHER LOCATIONS. 3. MOTOR LOADS:UL CLASS RK5,1/10 TO 600 AMP. A. MOLDED CASE CIRCUIT BREAKERS: 1. REFERENCE DESCRIPTION AND MANUFACTURERS IN LUMINAIRE SCHEDULE ON DRAWINGS. 3.04 BOX EXTENSION ADAPTER INSTALLATION 4. FUSE PULLERS FOR COMPLETE RANGE OF FUSES. 1. 1-,2-,OR 3-POLE BOLT ON,SINGLE-HANDLE COMMON TRIP,250VAC AS INDICATED ON DRAWINGS. 2. OR APPROVED EQUIVALENT. A. MATCH MATERIAL TO BOX. 2.03 MOLDED CASE CIRCUIT BREAKERS 2. OVERCENTER TOGGLE-TYPE MECHANISM,QUICK-MAKE,QUICK-BREAK ACTION.TRIP INDICATION IS BY HANDLE B. LED DRIVERS: B. INSTALL GASKETS AT EXTERIOR AND WET LOCATIONS. A. 1-,2-OR 3-POLE BOLT-ON,SINGLE HANDLE COMMON TRIP,600VAC OR 250VAC AS INDICATED ON DRAWINGS. POSITION. 3. CALIBRATE FOR OPERATION IN 40C AMBIENT TEMPERATURE. 1. INDOOR DRIVERS: 3.05 WEATHERPROOF OUTLET BOXES INSTALLATION B. OVERCENTER TOGGLE-TYPE MECHANISM,QUICK-MAKE,QUICK-BREAK ACTION.TRIP INDICATION IS BY HANDLE POSITION. a. ELDOLED SERIES A. USE CAST OUTLET BOX IN EXTERIOR LOCATIONS EXPOSED TO WEATHER AND WET LOCATIONS. C. CALIBRATE FOR OPERATION IN 40 DEGREES C AMBIENT TEMPERATURE. 4. 15 TO 150 AMP BREAKERS:PERMANENT TRIP UNIT CONTAINING INDIVIDUAL THERMAL AND MAGNETIC TRIP ELEMENTS IN EACH POLE. b. ADVANCE/PHILIPS B. INSTALL GASKETS. D. 15 TO 150 AMP BREAKERS:PERMANENT TRIP UNIT CONTAINING INDIVIDUAL THERMAL AND MAGNETIC TRIP ELEMENTS IN C. OSRAM SYLVANIA END OF SECTION EACH POLE. 5. 151 TO 400 AMP BREAKERS:VARIABLE MAGNETIC TRIP ELEMENTS.PROVIDE PUSH-TO-TRIP BUTTON ON COVER OF BREAKER FOR MECHANICAL TRIPPING. d. OR APPROVED EQUIVALENT. E. 151 TO 400 AMP BREAKERS:ADJUSTABLE MAGNETIC TRIP ELEMENTS.PROVIDE PUSH-TO-TRIP BUTTON ON COVER OF 6. PROVIDE HANDLE MECHANISMS THAT ARE LOCKABLE IN THE OPEN(OFF)POSITION. BREAKER FOR MECHANICAL TRIPPING. 2. OUTDOOR DRIVERS: SECTION 26 05 53-IDENTIFICATION FOR ELECTRICAL SYSTEMS 7. CIRCUIT BREAKERS TO HAVE MINIMUM SYMMETRICAL INTERRUPTING CAPACITY AS INDICATED ON DRAWINGS. a. ADVANCE/PHILIPS PART 1•GENERAL PART 3-EXECUTION 1.01 SUMMARY 3.01 GENERAL INSTALLATION REQUIREMENTS B. ENCLOSURE: b. OSRAM SYLVANIA A. COORDINATION: 1. NEMA 1:DRY LOCATIONS/INDOORS. c. LG A. WORK INCLUDED: 2. NEMA 3R:DAMP OR WET LOCATIONS/OUTDOORS. d. OR APPROVED EQUIVALENT. 1. DEVICE LABELS 1. OBTAIN AND REVIEW THE SUBMITTED PRODUCT DATA FOR EQUIPMENT FURNISHED BY THE OWNER,AND FURNISHED UNDER OTHER DIVISIONS OF THIS CONTRACT,PARTICULARLY UNDER DIVISIONS 22 AND 23. 2.06 MOLDED CASE SWITCHES C. LAMPS: S P E I C I F I CATION S 2. WIRE MARKERS 2. CONFIRM THE EQUIPMENT NAMEPLATE MAXIMUM OVERCURRENT PROTECTION(MOCP)AND MAKE ACCOMMODATIONS A. REMOVABLE COVER,GALVANIZED STEEL ENCLOSURE,POWDER COAT PAINTED. 1. LED(LIGHT EMITTING DIODE)LAMPS: 1.02 RELATED SECTIONS AND ADJUSTMENTS TO OVERCURRENT PROTECTIVE DEVICES AS NECESSARY TO COORDINATE WITH THE NAMEPLATE B. PROVIDE COVER PADLOCK PROVISION. a. NICHIA - ELECTRICAL A. CONTENTS OF DIVISION 26,ELECTRICAL AND DIVISION 01,GENERAL REQUIREMENTS APPLY TO THIS SECTION. RATING. C. PROVIDE TRIP UNIT WITH NO OVERCURRENT,OVERLOAD,OR LOW LEVEL FAULT PROTECTION.TRIP UNIT TO BE HIGH b. CREE 1.03 REFERENCES AND STANDARDS B. INSTALL ALL ITEMS IN ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS. INSTANTANEOUS MAGNETIC FIXED TRIP TYPE WITH MAGNETIC TRIP RESET AT FACTORY TO INTERRUPT HIGH FAULT c. OSRAM SYLVANIA A. REFERENCES AND STANDARDS AS REQUIRED BY SECTION 26 00 00,ELECTRICAL BASIC REQUIREMENTS AND DIVISION 01, 3.02 FUSES CURRENTS AT OR ABOVE PRESET LEVEL. d. GE LUMINATION GENERAL REQUIREMENTS. A. FUSES:FOR EACH CLASS AND AMPERE RATING OF FUSE INSTALLED,PROVIDE THE FOLLOWING QUANTITIES OF SPARES D. ENCLOSURE: e. OR APPROVED EQUIVALENT. 1.04 SUBMITTALS FOR QUANTITY OF FUSES INSTALLED: 1. NEMA 1:DRY LOCATIONS/INDOORS. 1. 0 TO 24:PROVIDE 6 SPARE. 2. UNLESS SPECIFIC MANUFACTURER NOT SHOWN ON THIS LIST IS INDICATED IN THE LUMINAIRE SCHEDULE. A. SUBMITTALS NOT REQUIRED FOR THIS SECTION. 2. NEMA 3R:DAMP OR WET LOCATIONS/OUTDOORS. 3. SPECIAL TYPES AS INDICATED IN LUMINAIRE SCHEDULE. 1.05 QUALITY ASSURANCE 2. 25 TO 48:PROVIDE 9 SPARE. PART 3-EXECUTION 3. 49 AND ABOVE:PROVIDE 12 SPARE. 4. OR APPROVED EQUIVALENT. A. QUALITY ASSURANCE AS REQUIRED BY SECTION 26 00 00,ELECTRICAL BASIC REQUIREMENTS AND DIVISION 01,GENERAL 3.01 GENERAL INSTALLATION REQUIREMENTS D. EMERGENCY LED LUMINAIRE POWER SUPPLY: REQUIREMENTS. 3.03 MOLDED CASE CIRCUIT BREAKERS A. OBTAIN AND REVIEW THE SUBMITTED PRODUCT DATA FOR EQUIPMENT FURNISHED BY THE OWNER,AND FURNISHED 0 INTERFACE B. IN ADDITION,MEET THE FOLLOWING: A. PROVIDE TESTING OF GROUND FAULT INTERRUPTING BREAKERS. UNDER OTHER DIVISIONS OF THIS CONTRACT,PARTICULARLY UNDER DIVISIONS 22 AND 23. 1. BODINE ENGINEERING 2. HATCH tV-, t, �,1 1. MANUFACTURER'S QUALIFICATIONS:FIRMS REGULARLY ENGAGED IN MANUFACTURE OF IDENTIFICATION DEVICES OF B. PROVIDE CIRCUIT BREAKERS,AS SPECIFIED AND ON DRAWINGS,FOR INSTALLATION IN PANELBOARDS,INDIVIDUAL B. CONFIRM THE EQUIPMENT NAMEPLATE MAXIMUM OVERCURRENT PROTECTION(MOCP)AND MAKE ACCOMMODATIONS 3. FULHAM I 14eOre~ N PROJECT 2019 0641 TYPES AND SIZES REQUIRED. ENCLOSURES OR COMBINATION MOTOR STARTERS. NAKED JOU STMMEETN S TO SWITCHES,FUSES AND CIRCUIT BREAKERS AS NECESSARY TO COORDINATE WITH THE ING 4. OR APPROVED EQUIVALENT. i h. '`enI 2. MANUFACTURER'S STANDARD PRODUCTS OF CATEGORIES AND TYPES REQUIRED FOR EACH APPLICATION AS C. PROVIDE GROUND FAULT INTERRUPTER CIRCUIT BREAKERS FOR EQUIPMENT IN DAMP OR WET LOCATIONS. (�f CONTACT Ben Evans E 0 •Aet REFERENCED IN OTHER DIVISION 26,ELECTRICAL SECTIONS.WHERE MORE THAN A SINGLE TYPE IS SPECIFIED FOR D. PROVIDE DEVICE ON HANDLE TO LOCK BREAKER IN"ON""POSITION FOR BREAKERS FEEDING TIME SWITCHES,NIGHT C. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. " `� ' 100 SW Main Street,Suite 1600 APPLICATION,PROVIDE SINGLE SELECTION FOR EACH PRODUCT CATEGORY. LIGHTS AND SIMILAR CIRCUITS REQUIRED TO BE CONTINUOUSLY ENERGIZED. D. PROVIDE ENGRAVED NAMEPLATES PER SECTION 26 05 53,IDENTIFICATION FOR ELECTRICAL SYSTEMS. Portland,OR 97204 3. CODES AND STANDARDS:COMPLY WITH ANSI A13.1 FOR LETTERING SIZE,LENGTH OF COLOR FIELD,COLORS,AND TEL 503.382.2266 www.interfaceengineering.com 2019 20190641 ad\phase i electrical,0641e0.2-e0.05. w 11/:25n01919:17.0$AM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER aTANGE ASSOCIATES ARCHITECTS,INC. FILE: 0 41E0. - E0. S.DWG - E0.4 [�I115/2019 6:42 PM BY BENE PLOT: 12/5/2019 6:47 PM BY BEN EVANS BRED PROFFS 2.02 LUMINAIRES 2. CHARGER:FULLY AUTOMATIC,SOLID-STATE,CONSTANT-CURRENT TYPE. (k-C-1 G t N F � � /0 A. LUMINAIRES:REFERENCE DESCRIPTION AND MANUFACTURERS IN LUMINAIRE SCHEDULE ON DRAWINGS. 3. HOUSING:NEMA 250,TYPE 1 ENCLOSURE. B. WHERE RECESSED LUMINAIRES ARE INSTALLED IN CAVITIES INTENDED TO BE INSULATED,PROVIDE IC RATED 4. TEST PUSH BUTTON:VISIBLE AND ACCESSIBLE WITHOUT ENTERING CEILING SPACE. l 727,77PF�.,,- LUMINAIRES OR OTHER CODE APPROVED INSTALLATION. a. PUSH-TO-TEST TYPE,IN REMOTE UNIT HOUSING,SIMULATES LOSS OF NORMAL POWER AND DEMONSTRATES UNIT o/ i_e C. UL LABEL LUMINAIRES INSTALLED UNDER CANOPIES,ROOF OR OPEN PORCHES,AND SIMILAR DAMP OR WET LOCATIONS, OPERABILITY. OREGON AS SUITABLE FOR DAMP OR WET LOCATION. b. LED INDICATOR LIGHT:INDICATES NORMAL POWER ON.NORMAL GLOW INDICATES TRICKLE CHARGE;BRIGHT GLOW v� 1Q D. SUSPENDED LUMINAIRES:PROVIDE MINIMUM 24-INCH ADJUSTABILITY IN AIRCRAFT CABLE LENGTH WHERE USED. INDICATES CHARGING AT END OF DISCHARGE CYCLE. q NF Q2,Z - E. RECESSED LUMINAIRES:FRAME COMPATIBLE WITH CEILING MATERIAL INSTALLED AT PARTICULAR LUMINAIRE LOCATION. c. FACEPLATE FINISH:VERIFY FINISH WITH ARCHITECT FOR EACH ROOM PRIOR TO ORDERING MATERIALS. Rk K o'\..,1?` PROVIDE PROPER FACTORY TRIM AND FRAME FOR LUMINAIRE TO FIT LOCATION AND CEILING MATERIAL.VERIFY WITH 5. BATTERY:SEALED,MAINTENANCE-FREE,NICKEL-CADMIUM TYPE.SIZED FOR A MINIMUM OUTPUT OF 90 MINUTES. ARCHITECTURAL REFLECTED CEILING PLAN PRIOR TO SUBMITTALS. PART 3-EXECUTION I EXPIRES: 12/31/20 I F. FINISHES: 3.01 GENERAL INSTALLATION REQUIREMENTS 1. MANUFACTURER'S STANDARD FINISH(UNLESS OTHERWISE INDICATED)OVER CORROSION RESISTANT PRIMER. A. INSTALL PER MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS AND REQUIREMENTS. 2. INTERIOR LIGHT REFLECTING FINISHES:WHITE OR SPECULAR FINISH WITH NOT LESS THAN 85 PERCENT B. INSTALL LUMINAIRES SECURELY,IN NEAT AND WORKMANLIKE MANNER. IMMII V) REFLECTANCE. C. INSTALL LUMINAIRES OF TYPES INDICATED WHERE SHOWN AND AT INDICATED HEIGHTS IN ACCORDANCE WITHt 11 0 3. EXTERIOR FINISHES:AS DETAILED IN LUMINAIRE SCHEDULE OR ON DRAWINGS.REFER CASES OF UNCERTAIN MANUFACTURER'S WRITTEN INSTRUCTIONS AND WITH RECOGNIZED INDUSTRY PRACTICES TO ENSURE THAT LUMINAIRES0 ��! APPLICABILITY TO ARCHITECT FOR RESOLUTION PRIOR TO RELEASE FOR FABRICATION. COMPLY WITH REQUIREMENTS AND SERVE INTENDED PURPOSES. •- G. LIGHT TRANSMITTING COMPONENTS: D. WIRING: v l ca -F- 1. PLASTIC DIFFUSERS,MOLDED OR EXTRUDED OF 100 PERCENT VIRGIN ACRYLIC. 1. RECESSED LUMINAIRES TO BE INSTALLED USING FLEXIBLE METALLIC CONDUIT WITH LUMINAIRE CONDUCTORS 2. PRISMATIC ACRYLIC,EXTRUDED,FLAT DIFFUSERS,0.125-INCH OVERALL THICKNESS,UNLESS OTHERWISE NOTED. SPLICED TO BRANCH CIRCUIT CONDUCTORS IN NEARBY ACCESSIBLE JUNCTION BOX OVER CEILING.JUNCTION BOX H. LED LUMINAIRES: FASTENED TO BUILDING STRUCTURAL MEMBER WITHIN 6-FEET OF LUMINAIRE. (I� 1. UL LISTING OF LUMINAIRE INCLUDES DRIVERS,TRANSFORMERS,ENCLOSURES,RATED WIRE,COMMUNICATIONS 2. LUMINAIRES FOR LIFT OUT AND REMOVAL FROM CEILING PATTERN WITHOUT DISCONNECTING CONDUCTORS OR ...0 E o Q0 0 } V!! DEVICES AND ACCESSORIES NEEDED FOR A COMPLETE AND FUNCTIONAL SYSTEM. DEFACING CEILING MATERIALS. 2. LM-79:TESTING AND MEASUREMENT OF ABSOLUTE PHOTOMETRY,CHROMATICITY(CCT)AND LUMINAIRE POWER. 3. FLEXIBLE CONNECTIONS WHERE PERMITTED TO EXPOSED LUMINAIRES;NEAT AND STRAIGHT,WITHOUT EXCESS 0. REPORT PROVIDED BY DOE CERTIFIED INDEPENDENT TESTING LABORATORY.CCT AS SPECIFIED IN LUMINAIRE SLACK,ATTACHED TO SUPPORT DEVICE. SCHEDULE. 4. INSTALL JUNCTION BOX,FLEXIBLE CONDUIT AND HIGH TEMPERATURE INSULATED CONDUCTORS FOR THROUGH 3. STANDARDS:ANSI C78.377,LM-79 AND LM-82 COMPLIANT FOR PERFORMANCE CHARACTERISTICS,PHOTOMETRY, WIRING OF RECESSED LUMINAIRES. (I) s.._,ED COLORIMETRY,EFFICACY AND THERMAL CHARACTERISTICS. E. RELAMP LUMINAIRES WHICH HAVE FAILED LAMPS AT SUBSTANTIAL COMPLETION. 4. LM-80+TM-21:TESTING AND MEASUREMENT,AND STATISTICAL PREDICTION OF LED LAMP LIFE.REPORT PROVIDED BY F. REPLACE LED DRIVERS DEEMED AS EXCESSIVELY NOISY BY ARCHITECT,ENGINEER,OR OWNER. '- DOE CERTIFIED INDEPENDENT TESTING LABORATORY. G. INSTALL SUSPENDED LUMINAIRES AND EXIT SIGNS USING PENDANTS SUPPORTED FROM SWIVEL HANGERS.PROVIDE ~ 5. LEDS IN ONE MODULE/LUMINAIRE:SUPPLIED FROM SAME BATCH/BIN AND FALL WITHIN 3-STEP MACADAM ELLIPSE,OR PENDANT LENGTH REQUIRED TO SUSPEND LUMINAIRE AT INDICATED HEIGHT. 00 . AS DESCRIBED IN LUMINAIRE SCHEDULE,WHICHEVER IS THE MORE STRINGENT REQUIREMENT. H. SUPPORT LUMINAIRES LARGER THAN 2-BY 4-FOOT SIZE INDEPENDENT OF CEILING FRAMING. 6. PROVIDE LUMINAIRES WITH INTEGRAL LED THERMAL MANAGEMENT SYSTEM(HEAT SINKING). I. LOCATE RECESSED CEILING LUMINAIRES AS INDICATED ON ARCHITECTURAL REFLECTED CEILING PLAN. 3 aa W 7. LUMINAIRES TO BE EQUIPPED WITH AN LED DRIVER THAT ACCEPTS 120V THROUGH 277V,50HZ TO 60HZ(UNIVERSAL). COMPONENT-TO-COMPONENT WIRING WITHIN THE LUMINAIRE WILL CARRY NO MORE THAN 80 PERCENT OF RATED J. INSTALL SURFACE MOUNTED LUMINAIRES AND EXIT SIGNS PLUMB AND ADJUST TO ALIGN WITH BUILDING LINES AND WITH CURRENT AND BE LISTED BY UL FOR USE AT 600VAC AT 302 DEGREES F/150 DEGREES C OR HIGHER.PLUG EACH OTHER.SECURE TO PREVENT MOVEMENT. 0 DISCONNECTS TO BE LISTED BY UL FOR USE AT 600VAC,15A OR HIGHER. K. EXPOSED GRID CEILINGS: 01-8. PROVIDE LUMINAIRES WITH INDIVIDUAL LED ARRAYS/MODULES AND DRIVERS THAT ARE ACCESSIBLE AND 1. SUPPORT SURFACE MOUNTED LUMINAIRES IN GRID CEILING DIRECTLY FROM BUILDING STRUCTURE. j f1 I_ REPLACEABLE FROM EXPOSED SIDE OF THE LUMINAIRE. 2. PROVIDE AUXILIARY MEMBERS SPANNING CEILING GRID MEMBERS TO SUPPORT SURFACE MOUNTED LUMINAIRES. V / •D 2.03 LED DRIVERS 3. FASTEN SURFACE MOUNTED LUMINAIRES TO CEILING GRID MEMBERS USING BOLTS,SCREWS,RIVETS,OR SUITABLE {n A. GENERAL: CLIPS. -I- 1. PERFORMANCE:MEET DIMMING RANGE CALLED OUT IN LUMINAIRE SCHEDULE,FREE FROM PERCEIVED FLICKER OR L. INSTALL RECESSED LUMINAIRES TO PERMIT REMOVAL FROM BELOW. VISIBLE STROBOSCOPIC FLICKER,SMOOTH AND CONTINUOUS CHANGE IN LEVEL(NO VISIBLE STEPS IN TRANSITIONS), M. INSTALL RECESSED LUMINAIRES USING ACCESSORIES AND FIRESTOPPING MATERIALS TO MEET REGULATORY 0 NATURAL SQUARE LAW RESPONSE TO CONTROL INPUT,AND STABLE WHEN INPUT VOLTAGE CONDITIONS FLUCTUATE REQUIREMENTS FOR FIRE RATING. C 0 0 OVER WHAT IS TYPICALLY EXPERIENCED IN A COMMERCIAL ENVIRONMENT.DEMONSTRATION OF THIS COMPLIANCE N. INSTALL CLIPS TO SECURE RECESSED GRID-SUPPORTED LUMINAIRES IN PLACE. W TO DIMMING PERFORMANCE WILL BE NECESSARY FOR SUBSTITUTIONS OR PRIOR APPROVAL. O. INSTALL WALL MOUNTED LUMINAIRES,EMERGENCY LIGHTING UNITS,AND EXIT SIGNS AT HEIGHT AS INDICATED ON 2. TEN-YEAR EXPECTED LIFE WHILE OPERATING AT MAXIMUM CASE TEMPERATURE AND 90 PERCENT NON-CONDENSING ARCHITECTURAL DRAWINGS. RELATIVE HUMIDITY. •- 3. MINIMUM EFFICIENCY OF 85 PERCENT,POWER FACTOR GREATER THAN OR EQUAL TO 0.90,COMPLIANCE WITH P. INSTALL ACCESSORIES FURNISHED WITH EACH LUMINAIRE. f'� REDUCTION OF HAZARDOUS SUBSTANCES(ROHS).RATED FOR OPERATING TEMPERATURE RANGE OF AREA IN WHICH Q. MAKE WRING CONNECTIONS TO BRANCH CIRCUIT USING BUILDING WIRE WITH INSULATION SUITABLE FOR TEMPERATURE (v] U DRIVER IS INSTALLED. CONDITIONS WITHIN LUMINAIRE. i- 4. LIMIT INRUSH CURRENT TO MINIMIZE BREAKER TRIPPING. R. BOND PRODUCTS AND METAL ACCESSORIES TO BRANCH CIRCUIT EQUIPMENT GROUNDING CONDUCTOR. 1 .1 C:5) •U a. BASE SPECIFICATION:NEMA 410 STANDARD FOR INRUSH CURRENT FOR ELECTRONIC DRIVERS. S. INSTALL SPECIFIED LAMPS IN EACH EMERGENCY LIGHTING UNIT,EXIT SIGN,AND LUMINAIRE. b. PREFERRED SPECIFICATION:MEET OR EXCEED 30 MILLIAMP-SQUARED-SECONDS AT 277VAC FOR UP TO 50 WATTS T. WHERE MANUFACTURED WIRING ASSEMBLIES ARE USED,ENSURE THAT WRING ASSEMBLY MANUFACTURER SENDS - D OF LOAD AND 75 AMPS AT 240 MICROSECONDS AT 277VAC FOR 100 WATTS OF LOAD. COMPONENTS TO APPROPRIATE LUMINAIRE MANUFACTURER FOR RESPECTIVE INSTALLATION OF PROPER COMPONENTS. •. r 5. WITHSTAND UP TO A 1,000 VOLT SURGE WITHOUT IMPAIRMENT OF PERFORMANCE AS DEFINED BY ANSI C62.41 U. COORDINATION: S..... V CATEGORY A. 1. COORDINATION OF CONDITIONS:COORDINATE CEILING CONSTRUCTION,RECESSING DEPTH AND OTHER 6. NO VISIBLE CHANGE IN LIGHT OUTPUT WITH A VARIATION OF PLUS/MINUS 10 PERCENT LINE VOLTAGE INPUT. CONSTRUCTION DETAILS PRIOR TO ORDERING LUMINAIRES FOR SHIPMENT.REFER CASES OF UNCERTAIN 0 U) 7. TOTAL HARMONIC DISTORTION LESS THAN 10 PERCENT AND MEET ANSI C82.11 MAXIMUM ALLOWABLE THD APPLICABILITY TO ARCHITECT FOR RESOLUTION PRIOR TO RELEASE OF LUMINAIRES FOR SHIPMENT.WHERE •- O L_ REQUIREMENTSAT FULL OUTPUT.THD AT NO POINT IN THE DIMMING CURVE ALLOWS IMBALANCE CURRENT TO LUMINAIRES SUPPLIED DO NOT MATCH CEILING CONSTRUCTION,REPLACE LUMINAIRES AT NO COST TO OWNER. 0) D N EXCEED FULL OUTPUT THD. 2. ELECTRICAL DRAWINGS ARE SCHEMATIC,IDENTIFYING QUANTITY AND TYPE OF LUMINAIRES USED AND THEIR 8. SUPPORT AUTOMATIC ADAPTATION,ALLOWING FOR FUTURE LUMINAIRE UPGRADES AND ENHANCEMENTS AND APPROXIMATE LOCATION,BUT ARE NOT TO BE USED FOR DIMENSIONAL PURPOSES.REFERENCE ARCHITECTURAL •mow W N DELIVER IMPROVED PERFORMANCE: DRAWINGS FOR EXACT LOCATIONS,INCLUDING MOUNTING HEIGHTS. I a. ADJUSTMENT OF FORWARD LED VOLTAGE,SUPPORTING 3V THROUGH 55V. 3. PROVIDE LIGHTING INDICATED ON DRAWINGS WITH LUMINAIRE OF THE TYPE DESIGNATED AND APPROPRIATE FOR b. ADJUSTMENT OF LED CURRENT FROM 150MA TO 1.4A AT THE 100 PERCENT CONTROL INPUT POINT IN INCREMENTS LOCATION. OF 1 MA. 4. PROVIDE LED LUMINAIRES WITH DRIVER COMPATIBLE TO LIGHTING CONTROL SYSTEM AS SHOWN IN DRAWINGS AND PROJECT N O. c. ADJUSTMENT FOR OPERATING HOURS TO MAINTAIN CONSTANT LUMENS(WITHIN 5 PERCENT)OVER THE 50,000 AS SPECIFIED. HOUR DESIGN LIFE OF THE SYSTEM,AND DELIVER UP TO 20 PERCENT ENERGY SAVINGS EARLY IN THE LIFE CYCLE. 5. WHERE REMOTE DRIVERS ARE REQUIRED,ENSURE ADEQUATE ACCESSIBILITY TO DRIVER.UPSIZE CONDUCTORS 19 0641 9. OPERATE FOR A(+/-10 PERCENT)SUPPLY VOLTAGE OF 120V THROUGH 277VAC AT 60HZ. BETWEEN LUMINAIRE AND DRIVER TO ACCOMMODATE VOLTAGE DROP. DRAWN BY : 10.UL RECOGNIZED UNDER THE COMPONENT PROGRAM AND MODULAR FOR SIMPLE FIELD REPLACEMENT.DRIVERS V. FIELD QUALITY CONTROL: THAT ARE NOT UL RECOGNIZED OR NOT SUITED FOR FIELD REPLACEMENT WILL NOT BE CONSIDERED. 1. PERFORM FIELD INSPECTION IN ACCORDANCE WITH DIVISION 01,GENERAL REQUIREMENTS. BE 11. ABILITY TO PROVIDE NO LIGHT OUTPUT WHEN THE ANALOG CONTROL SIGNAL DROPS BELOW 0.3 V,OR THE DALI/DMX 2. OPERATE EACH LUMINAIRE AFTER INSTALLATION AND CONNECTION. INSPECT FOR PROPER CONNECTION AND DIGITAL SIGNAL CALLS FOR LIGHT TO BE EXTINGUISHED AND CONSUME 0.5 WATTS OR LESS IN THIS STANDBY. OPERATION. CHECKED BY CONTROL DEAD BAND BETWEEN 0.3V AND 0.65V INCLUDED TO ALLOW FOR VOLTAGE VARIATION OF INCOMING SIGNAL W.CLEANING: TFF,JB WITHOUT CAUSING NOTICEABLE VARIATION IN LUMINAIRE TO LUMINAIRE OUTPUT. 1. CLEAN ELECTRICAL PARTS TO REMOVE CONDUCTIVE AND DELETERIOUS MATERIALS. B. LIGHT QUALITY: 2. REMOVE DIRT AND DEBRIS FROM ENCLOSURES. DATE : 1. OVER THE ENTIRE RANGE OF AVAILABLE DRIVE CURRENTS,DRIVER TO PROVIDE STEP-FREE,CONTINUOUS DIMMING 3. CLEAN PAINT SPLATTERS,DIRT,DUST,FINGERPRINTS,AND DEBRIS FROM LUMINAIRES. TO BLACK FROM 100 PERCENT TO 0.1 PERCENT AND 0 PERCENT RELATIVE LIGHT OUTPUT,OR 100 PERCENT TO 1 4. CLEAN PHOTOMETRIC CONTROL SURFACES AS RECOMMENDED BY MANUFACTURER. 12.05.2019 PERCENT LIGHT OUTPUT AND STEP TO 0 PERCENT WHERE INDICATED.DRIVER TO RESPOND SIMILARLY WHEN RAISING 5. CLEAN FINISHES AND TOUCH UP DAMAGED FINISHES PER BY MANUFACTURER'S INSTRUCTIONS. REVISION : FROM 0 PERCENT TO 100 PERCENT. a. DRIVER MUST BE CAPABLE OF 20 BIT DIMMING RESOLUTION FOR WHITE LIGHT LED DRIVERS OR 15 BIT RESOLUTION X. DEMONSTRATE LUMINAIRE OPERATION FOR MINIMUM OF TWO HOURS. FOR RGBW LED DRIVERS. 3.02 LUMINAIRES 2. DRIVER MUST BE CAPABLE OF CONFIGURING A LINEAR OR LOGARITHMIC DIMMING CURVE,ALLOWING FINE GRAINED A. INSTALL PER MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS AND REQUIREMENTS. RESOLUTION AT LOW LIGHT LEVELS. B. ALIGN,MOUNT AND LEVEL LUMINAIRES UNIFORMLY.USE BALL HANGERS FOR SUSPENDED STEM MOUNTED LUMINAIRES. 3. DRIVERS TO TRACK EVENLY ACROSS MULTIPLE LUMINAIRES AT ALL LIGHT LEVELS,AND MUST HAVE AN INPUT SIGNAL C. AVOID INTERFERENCE WITH AND PROVIDE CLEARANCE FROM EQUIPMENT.WHERE INDICATED LOCATIONS FOR TO OUTPUT LIGHT LEVEL THAT ALLOWS SMOOTH ADJUSTMENT OVER THE ENTIRE DIMMING RANGE. LUMINAIRES CONFLICT WITH LOCATIONS FOR EQUIPMENT,CHANGE LOCATIONS FOR LUMINAIRE BY MINIMUM DISTANCE 4. DRIVER AND LUMINAIRE ELECTRONICS TO DELIVER ILLUMINATION THAT IS FREE FROM OBJECTIONABLE FLICKER AS NECESSARY AS DIRECTED BY ARCHITECT. MEASURED BY FLICKER INDEX(ANSI/IES RP-16-10).AT ALL POINTS WITHIN THE DIMMING RANGE FROM 100 PERCENT TO D. SUSPENDED LUMINAIRES:MOUNTING HEIGHTS INDICATE CLEARANCES BETWEEN BOTTOM OF LUMINAIRE AND FINISHED 0.1 PERCENT LUMINAIRE WILL HAVE: FLOORS. a. LED DIMMING DRIVER TO PROVIDE CONTINUOUS STEP-FREE,FLICKER FREE DIMMING SIMILAR TO INCANDESCENT E. EMERGENCY EGRESS LUMINAIRES:PROVIDE UNSWTCHED CIRCUIT FOR BATTERY CHARGING AND AUTOTRANSFER SOURCE. CIRCUITING FOR EXIT SIGNS AND LUMINAIRES WITH INTEGRAL BATTERIES.WHERE TEST SWITCH CANNOT BE INTEGRAL b. BASE SPECIFICATION:BASED ON IEEE PAR1789,MINIMUM OUTPUT FREQUENCY SHOULD BE GREATER THAN 1250 TO LUMINAIRE,MOUNT REMOTE TEST SWITCH FLUSH-TO-CEILING AND ADJACENT TO EGRESS LUMINAIRE. HZ. F. INTERIOR LUMINAIRE SUPPORTS: c. PREFERRED SPECIFICATION:FLICKER INDEX TO BE EQUAL TO INCANDESCENT,LESS THAN 1 PERCENT AT ALL 1. SUPPORT LUMINAIRES:ANCHOR SUPPORTS TO STRUCTURAL SLAB OR TO STRUCTURAL MEMBERS WITHIN A FREQUENCIES BELOW 1000 HZ. PARTITION,OR ABOVE A SUSPENDED CEILING. C. CONTROL INPUT: 2. MAINTAIN LUMINAIRE POSITIONS AFTER CLEANING AND RELAMPING. 1. PROVIDE CONTROL PROTOCOL TO MATCH LIGHTING CONTROL SYSTEM SPECIFIED FOR USE WITH LUMINAIRE. 3. SUPPORT LUMINAIRES WITHOUT CAUSING CEILING OR PARTITION TO DEFLECT. 2. 4-WIRE(0-10V DC VOLTAGE CONTROLLED)DIMMING DRIVERS: 4. PROVIDE MOUNTING SUPPORTS FOR RECESSED AND PENDANT MOUNTED LUMINAIRES AS REQUIRED BY OSSC. a. MEET IEC 60929 ANNEX E FOR GENERAL WHITE LIGHTING LED DRIVERS. G. ADJUSTING: b. CONNECT TO DEVICES COMPATIBLE WITH 0 TO 10V ANALOG CONTROL PROTOCOL,CLASS 2,CAPABLE OF SINKING 1. AIM AND ADJUST LUMINAIRES AS INDICATED. 0.6 MA PER DRIVER AT A LOW END OF 0.3V.LIMIT THE NUMBER OF DRIVERS ON EACH 0-10V CONTROL OUTPUT 2. FOCUS AND ADJUST FLOODLIGHTS,SPOTLIGHTS AND OTHER ADJUSTABLE LUMINAIRES,WITH ARCHITECT,AT SUCH BASED ON VOLTAGE DROP AND CONTROL CAPACITY. TIME OF DAY OR NIGHT AS REQUIRED. c. MEET ESTA E1.3 FOR RGBW LED DRIVERS. 3. ALIGN LUMINAIRES THAT ARE NOT STRAIGHT AND PARALLEUPERPENDICULAR TO STRUCTURE. 2.04 LAMPS 4. POSITION EXIT SIGN DIRECTIONAL ARROWS AS INDICATED. A. PROVIDE LAMPS FOR LUMINAIRES. 3.03 LED DRIVERS B. PROVIDE LAMP CATALOGUED FOR SPECIFIED LUMINAIRE TYPE. A. INSTALL LAMPS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS AND REQUIREMENTS. C. INCANDESCENT LAMPS:NOT ALLOWED UNLESS NOTED IN LUMINAIRE SCHEDULE. B. WHERE DRIVER IS REMOTE MOUNTED,SIZE WIRING BASED ON TYPE OF DRIVER,DRIVER DISTANCE FROM LUMINAIRE, D. LED(LIGHT EMITTING DIODE): AND VOLTAGE/POWER LEVEL,AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. 1. LED MANUFACTURER WILL INCLUDE,BUT NOT BE LIMITED TO,LIGHT SOURCE,LUMINAIRE,POWER SUPPLY AND C. PROTECT 0-10V INPUT FROM LINE VOLTAGE MIS-CONNECTION,AND SO IT WILL BE IMMUNE AND THE OUTPUT CONTROL INTERFACE WITH ADDED COMPONENTS AS NEEDED FOR COMPLETE AND FUNCTIONING SYSTEM. UNRESPONSIVE TO INDUCED AC VOLTAGE ON THE CONTROL LEADS. a. COMPLY WITH ANSI CHROMATICITY STANDARD FOR CLASSIFICATIONS OF COLOR TEMPERATURE.SEE LUMINAIRE END OF SECTION SCHEDULE FOR SPECIFIED LED LAMP COLOR AND COLOR TEMPERATURE.UL OR ETL LISTED AND LABELED. b. LUMINAIRE TESTING PER IESNA LM-79 AND LM-80 PROCEDURES. c. LAMP LIFE FOR WHITE LEDS:50,000 PLUS HOURS WITH LAMP FAILURE OCCURRING WHEN LED PRODUCES 70 PERCENT OF INITIAL RATED LUMENS. d. LAMP LIFE FOR COLOR LEDS:30,000 PLUS HOURS WITH LAMP FAILURE OCCURRING WHEN LED PRODUCES 50 . PERCENT OF ITS INITIAL RATED LUMENS. e. LED DRIVERS:REVERSE POLARITY PROTECTION,OPEN CIRCUIT PROTECTION,REQUIRE NO MINIMUM LOAD. MINIMUM 80 PERCENT EFFICIENCY.CLASS A NOISE RATING. f. DIMMING:LED SYSTEM CAPABLE OF FULL AND CONTINUOUS DIMMING. g. CORRELATED COLOR TEMPERATURE(CCT):SEE LUMINAIRE SCHEDULE FOR SELECTION OF COLOR TEMPERATURE FOR EACH LUMINAIRE.RANGES GIVEN BELOW REFLECT MAXIMUM ALLOWABLE TOLERANCES FOR COLOR TEMPERATURE RANGE FOR EACH NOMINAL CCT. 1) NOMINAL CCT: (a)2700 K(2725±145) (b)3000 K(3045±175) (c}3500 K(3465±245) (d)4000 K(3985±275) SPECIFICATIONS h. COLOR RENDERING INDEX(CRI)TO BE GREATER THAN OR EQUAL TO 80. - ELECTRICAL 2. SPECIAL TYPES AS INDICATED IN LUMINAIRE SCHEDULE. 2.05 EMERGENCY LED LUMINAIRE POWER SUPPLY �r ,. 10‘dor A. INTERNAL TYPE:SELF-CONTAINED,MODULAR,BATTERY UNIT,FACTORY MOUNTED WITHIN LUMINAIRE BODY AND " ;�t'` COMPATIBLE WITH DRIVER.COMPLY WITH UL 924. { t C`t this permit t 1. EMERGENCY CONNECTION:OPERATE ONE LED MODULE CONTINUOUSLY AT A MINIMUM OUTPUT OF 1400 LUMENS :4 ot p a EACH.CONNECT UNSWITCHED CIRCUIT TO BATTERY UNIT AND SWITCHED CIRCUIT TO LUMINAIRE DRIVER. 2. TEST PUSH BUTTON AND INDICATOR LIGHT:VISIBLE AND ACCESSIBLE WITHOUT OPENING LUMINAIRE OR ENTERING CEILING SPACE. a. PUSH BUTTON:PUSH-TO-TEST TYPE,IN UNIT HOUSING,SIMULATES LOSS OF NORMAL POWER AND DEMONSTRATES UNIT OPERABILITY. b. LED INDICATOR LIGHT:INDICATES NORMAL POWER ON.NORMAL GLOW INDICATES TRICKLE CHARGE;BRIGHT GLOW INTERFACE INDICATES CHARGING AT END OF DISCHARGE CYCLE. Irr3. BATTERY:SEALED,MAINTENANCE-FREE,NICKEL-CADMIUM TYPE.SIZED FOR A MINIMUM OUTPUT OF 90 MINUTES. a ENGINEERING 4. CHARGER:FULLY AUTOMATIC,SOLID-STATE,CONSTANT-CURRENT TYPE WITH SEALED POWER TRANSFER RELAY. PROJECT 2019-0641 B. EXTERNAL TYPE:SELF-CONTAINED,MODULAR,BATTERY UNIT,SUITABLE FOR POWERING ONE OR MORE LED MODULES, CONTACT Ben Evans E REMOTE MOUNTED FROM LUMINAIRE.COMPLY WITH UL 924. . 1. EMERGENCY CONNECTION:OPERATE ONE LED MODULE CONTINUOUSLY.CONNECT UNSWITCHED CIRCUIT TO 0 • 5 100 SW Main Street,Suite 1600 BATTERY UNIT AND SWITCHED CIRCUIT TO LUMINAIRE DRIVER. Portland,OR 97204 TEL 503.382.2266 www.interfaceengineering.com 1201912019-06411cad\phase 1 electrics 0641e02-e0.05.pw 11/25/2019)o:17-08 AM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER TANGE ASSOCIATES ARCHITECTS,INC. FILE: 0641E0.2 - E0. 5.DW - E0.5 I t[5IT: 125/2019 6:42 PM BY GENE I PLOT: 12/5/2019 6:47 PM BY BEN EVANS � 72777 � OREGO ::?\„.1,57:04,671:0'N2R,0;:::l'k K. O'\-°P I EXPIRES: 12/31/20 I INTERIOR ADJACENT , . SPACE N.I.C. EXCEPT AS REQUIRED FOR (�� . STRUCTURAL, MEPF (1.) CI) 0 DISCIPLINES / © it \ / / ...� V ! E2.0 / 0 0 4� L 70 r— I / a) 0 \.., J I.......... .....J I.... \ \..! ,....77' © /I//T�, i—� r; iii�ii, „„„„‹,,x4„„,,,„„4,„„,,,„„„,„2„ VJ E 0 ,G, 'G' ,GE, (EM) 'G' ,G, ,G, 'G' ,G, ,r. limmo :€' (FM) f I 1-70. 1 70. P1 70. 2 M1-70. 2 -70.lie _ _ = � rr� I I I I I I i Ia 2MP1-70. 2MP1-70. 2MP1-70. 2MP1-70. 2MP1-70. 1111 LIIlI k IIIII , II 0 IIII 1 NEW CANOPY /WCANOPY F— L,ITI 11 1111 II 11 I II ! ! I I II 111111F T II I :ILP (1)0 0 d 1„. c2") 0_ .... Q� o L I WL[i[ JTIIll Da0c I� 1 1 11 1 i 7 E 0 0 g%-i V) D E ..... (..,) ... +_ 0 ..... „, 0 c 0 3 0 0PARTIAL REFLECTED PLAN ) _ c SCALE: 3/32"= 1' 0" 0 8' 16' 24' 0 _C: ‘1111) rCD0 —0) SCALE: 3/32"=1'-0" UC ne r p • ..... —1.._0 7 0I._, „.....10 8 *- • G 1 0 INTERIOR ADJACENT I FE 0 �'� co SPACE N.I.C. EXCEPT N�` AS REQUIRED FOR , w` ` " STRUCTURAL, MEPF a (E) COND JIT TO LIGHTING RELAY CONTROL PANEL AT BACK OF STORE, G04\ t\ PROJECT NO. DISCIPLINES APPROXI/ ,TELY 70' IN HORIZONTAL LENGTH. PANEL(E)2MP1 IS ADJACENT 0P ,'� 19-0641 RELOCATE ANYTIME FITNESS FIRES PRINKLER TO (E) LI STING RELAY CONTROL PANEL. �� BELL AS DIRECTED BY ARCHITECT ACE HARDWARE DRAWN BY PRIMARY SIGNAGE. (E MP1-66,68,70. BE -_..._ O f 0 , — _ �La '1 I( CC� RDINATE WITH SIGN INSTALLER znn�'I bb. �� CHECKED BY FC)R C ONNFC TIC)N I {]C ATIflNS ANI) RFhllk:�:�� ►TS �� RE-FEED FROM EXISTING SIGNAGE TEF, JB FOR NEW SIGNAGt INS I ALLA I ION. \ DATE : COORDINATE WITH SIGN INSTALLER FOR CONNECTION LOCATIONS AND REQUIREMENTS. \ -- , _ 12.05.2019 FNEINC.ANOPYABOVE - ` LNOPYABOVE �E REVISION 1///, ACE HARDWARE SEC DARY SIGNAGE. '/f//// 2MP1 68. , in 0 E H FOR CONNECTION LOCATIONS AND REQUIREMENTS. 0 PARTIAL FLOOR PLAN SCALE: 3/32"= 1' 0" 0 W 8' 16' 24' SCALE: 3/32"=1'-0" G� FE OAP ►' • ' INTERIOR ADJACENT SPACE N.I.C. EXCEPT OA AS REQUIRED FOR �` " STRUCTURAL, MEPF Ge •N DISCIPLINES , =R , • �f\ KO / DISCONNECT ANYTIME FITNESS FIRE SRINKLER BELL F,DR REUSE. / / Ycr..} -'i!i ,.. j/7,74. - � ,lY,� /////////Z/Z////!!iii/,///////,////J/7/i/,////1"iii',ii • W (X) # : 9 DEMOLISH EXISTING t t REMOVE AND PROTECT CAMERA. PULL BACK CABLING------' ANYTIME FITNESS SIGNAGE FOR REUSE. COORDINATE WITH ANYTIME FITNESS VERIFY WHERE CIRCUIT IS FED FROM STORE MANAGER FOR RE-INSTALLATION LOCATION. AND EXTEND AS NECESSARY FOR NEW ANYTIME FITNESS SIGNAGE. — FE PARTIAL DEMOLISH EXISTING CANOPY LIGHTING. Am m DEMO, VERIFY CIRCUIT AND REEFED FOR NEW LIGHTING; �-« FLOOR, COORDINATE LOCATION AND ACCESS WITH LANDLORD. '/ eterfcAND CEILING Not part city PLANS - FA ELECTRICAL A I r0 INTERFACE ENGINEERING PROJECT 2019-0641 PARTIAL DEMO FLOOR PLAN CONTACT �4hil� Se E 2 100 SW Main Street,Suite 1600 • SCALE: 3/32"= 1' 0" 0 8 0 ' 16' 24' Portland,OR 97204 W TEL 503.382.2266 _.11 www.interfaceengineering.com SCALE: 3/32"=1'-0" \2019 2019-0641\cad\phase ii electncaNO641e2 e3 lans elevatlons.dw 1 11/25/2019 10 45:04 AM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER JTANGE ASSOCIATES ARCHITECTS,INC. FILE: 0�641E2 E3 PLANS ELEVATIONS.DWG --• A�2 PLANS I EDIT: 1/8/2020 4:54 PM BY BENE I PLOT: 1/8/2020 4:54 PM BY BEN EVANS �,c, PRop-6,s '�c- 4 . .GIN �-p p4, - 723,77P .), 2019-0641J --- (E) Panel '2MP1' 120/208V,3 Ph.,4 W.; 400A Bus with 400A Main Circuit Breaker Flush Mounted Panelboard (E) Lighting Control Panel In NEMA 1 enclosure and ve/OR 0 ON Ckt. Load C.B. C.B. Load Ckt. Flush Mounted 9 4 No. Description/Location (VA)IType A/Pole Note Ph. Note A/Pole (VA)IType Description/Location No. Relay# Circuit Description Control Notes Rk K' O,��P 1 2MP1-2. Sales Area 102a Lighting TC PROVIDE 4-SCENE CONTROL SWITCH AS INDICATED ON LIGHTING I EXPIRES: 12/31/20 I 2 2MP1-4. Sales Area 102b Lighting TC FLAN TO OVERRIDE TIME CLOCK SETTING UNTIL NEXT TIME 1 Fire Alarm Control Panel(FACP) 300 G 20/1 A 15/1 977 L LF-102a LightsLower Sales 102 2SEQUENCE. BUTTON 1)ALL ON,2)NORMAL TIME CLOCK MODE, 3 2MP1-6. Sales Area 103a Lighting TC 3)HOUSEKEEPING,4)ALL OFF. LABEL SWITCHES. 3 SPARE 20/1 B 15/1 785 L LF-102b Lights Lower Sales 102 4 4 2MP1-8. Sales Area 103b Lighting TC N 5 AC-1 Main Entry 864 M 15/1 C 15/1 1,487 L LF-103a Lights Upper Sales 103 6 5 2MP1-10. X01 Covered Exterior Sales Lighting ALWAYS ON, LOCAL DIMMING ROUTE THROUGH LCP IN CASE CHANGE IS DESIRED IN FUTURE. C 0 7 AC-2 Garden Entry 528 M 15/1 A 15/1 1,446 L LF-103b Lights Upper Sales 103 8 6 2MP1-14. Rear Exterior Canopy Sales Area ALWAYS ON, LOCAL DIMMING ROUTE THROUGH LCP IN CASE CHANGE IS DESIRED IN FUTURE. 0 „� .ram 9 AC-3 Service Area Entry 864 M 15/1 B 15/1 202 L LF-X01 Lights Covered Exterior Sales X01 10 7 2MP1-14. Rear Exterior Sconces PCc V) 11 AHU-la Lower/Upper Sales 4,032 M 60/3 C 15/1 221 L LF-EMP Lights Employee Areas/RRs 12 8 2MP1-20. Sales Area 102 Receptacles TC C L 13 -- 4,032 M - A 15/1 169 L LF-EMP 24/7 Lights Rear Service Area 14 9 2MP1-32. Sales Area 102 Receptacles TC 0 0 0) 15 - 4,032 M - B 15/1 1,440 R R-102a Lower Sales 102 16 10 2MP1-56. Show Window 102 Receptacles TC Q) 0 17 AHU-1 b Lower/Upper Sales 288 M 15/3 C 20/1 720 R Restrooms 18 11 2MP t-26. Sales Area 103 Receptacles TC r E0 19 --- 288 M - A 20/1 1,080 R R-102c Lower Sales 102 20 12 2MP1-28, Sales Area 103 Receptacles TC 21 -- 288 M - B 20/1 1,440 R R-102d Lower Sales 102 22am 13 2MP1-30. Sales Area 103 Receptacles TC 23 AHU-2a Lower/Upper Sales 6,8161M 80/3 C 20/1 360 R R-102e Lower Sales 102 24 14 2MP1-34. Sales Area 103 Receptacles TC n 0 25 -- 6,816 M - A 20/1 1,080 R R-103a Upper Sales 103 26 15 2MP1-36. Sales Area 103 Receptacles TC n 1 W L 27 - 6,816 M - B 2011 1,080 R R-1036 Upper Sales 103 28 16 2MP1-66. (N)Primary Shop Signage PC VERIFY CONTROL SETTING WITH TENANT PROJECT MANAGER W •� 29 AHU-2b Lower/Upper Sales 1,092 M 15/3 C 20/1 1,080 R R-103c Upper Sales 103 30 17 2MP1-68. (N)Secondary ShopSignage ~ 31 -- 1,092 M - A 20/1 1,080 R Rear Sales 102 32 9 9 PC VERIFY CONTROL SETTING WITH TENANT PROJECT MANAGER OOU18 2MP1-70. (N)Front Shop Canopy Lighting PC VERIFY CONTROL SETTING WITH TENANT PROJECT MANAGER 19 Spare 33 -- 1,0921M - B 20/1 1,260 R R-103d Upper Sales 103 34 "~ 35 EF-1 Restrooms 8641 M 15/1 C 20/1 360 R R-103e Upper Sales 103 36 __XX 37 EWH-1 Unisex Restroom 108 1,000 H 20/1 A 20/1 900 R R-104/105 Storage 105&Office 104 38 20 Spare 3 a W C 39 EWH-2 Unisex Restroom 109 1,000 H 20/1 B 20/1 360 R R-106 Service Area 106 40 21 Space Q 41 EWH-3 Riser Room 1,000 H 25/1 C 20/1 7201 K R-107 Employee Room 107 42 22 Space CT EQ) 0 43 SPARE A 20/1 9001 R R-X01 a Exterior Sales X01 44 23 Space A 45 Ceiling Equipment Outlets 720 15/1 B 20/1 720 R R-X01b Exterior Sales X01 46 24 Space 0 5 47 PANEL IG1 720 S 100/3 1 C 20/1 360 R Service Area Power Tools 48 25 Space /� ......i. C/) 49 -- 720 S - A 20/1 360 R R-103f Power Tools 50 26 Space t t # 4. -I- 51 -- 540 S - B 20/1 360 R R-103g Tools 52 27 Space fit/ (/) 53 WH-1 Service Area 1,690 WH 25/2 C 20/1 360 R R-103h Tools 54 28 SpaceC ? n, 55 _- 1,690 WH - A 20/1 900 R R-102f Above Shop Windows Receptacles 56 29 Space ..1.. �> VJ 57 Helpful Hub 1 360 R 20/1 B 20/1 360 R Helpful Hub 2 58 59 Helpful Hub 3 360 R 20/1 C 20/1 720 R Kitchen 1 60 30 Space 31 Space 61 Kitchen 2 360 R 20/1 A 20/1 360 R Kitchen 3 620 /'1 63 102a Registers(Not`Clean'Power) 360 R 20/1 B 20/1 360 R 102b Registers(Not'Clean'Power) 64 32 Space V J Inputs: PC {.) 65 SPARE 1 20/1 C 20/1 360 L (N)Primary Shop Signage 66 CD 67 SPARE 1 20/1 A 20/1 360 L (N)Secondary Shop Signage 68 �.0 69 SPARE Abbreviations/Definitions:20/1 B 20/1 144 L (N)Front Shop Canopy Lighting 70 71 SPARE I 20/1 C 2011 SPARE 72 fir... g r TC Timeclock On/Off,verify time settings with Ace Hardware Project Manager IDY., 73 SPARE 20/1 A 20/1 SPARE 74 HK House Keeping(Half-Off) • I_ L. 60 o 75 SPARE 20/1 B 20/1 1 SPARE ?6 PC Photocell On/Off 77 SPARE 20/1 C 20/1 SPARE 78 0 � L 79 SPARE 20/1 A 20/1 SPARE $00) ••••••• O 81 SPARE 20/1 B 20/1 SPARE 82 83 SPARE 20/1 C 20/1 SPARE 84 •! joet N T • Total Connected Load: Ph.A 26,438 VA 220 Amps Panel Connected Load: 72.8 KVA 202.1 Amps Total Connected Load: Ph. B 24,582 VA 205 Amps Sub-Fed Connected Load: 2.0 KVA 5,5 Amps PROJECT NO. _ - Total Connected Load: Ph. C 24,474 VA 204 Amps Total Demand Load: 76.6 KVA 212.5 Amps 19-0641 Notes: Accessories: DRAWN BY : 1. (E)Subfeed 2. BE 3. CHECKED BY : 4. IFF,JB 5. DATE : Load Load Description Connected Subfed Total Demand Demand 12.05.2019 Type Loads Loads(S) Loads Factor Load REVISION G General(Non-Continuous) 0.30 0.00 0.30 100% 0.30(KVA Typical) L Lighting 6.15 0.00 6.15 125% 7.69 .. R Receptacles-to 10 KVA 19.44 1.98 10.00 100% 10.00 over 10 KVA 0.00 11.42 50% 5.71 K Kitchen 0.72 0.00 0.72 100% 0.72 H Heating 3.00 0.00 3.00 100% 3.00 M Motors 19.36 0.00 19.36 100% 19.36 LM Largest Motor 20.45 0.00 20.45 125% 25.56 WH Water Heater 3.38 0.00 3.38 125% 4.23 C Continuous General Load 0.00 0.00 0.00 125% 0.00 Total: 76.56 KVA LUMINAIRE SCHEDULE RR )pp UUIP DRIVER/ INPUT TYGPE SURFACDMOUN TLINEAR 4'LED 48-INCH BY3-INCH BYN 0USING 4.375-INCH COLD-ROLLED TRANSMISSIVE IELDING SATIN COORDINATE MOUNTING FINISH ING HEIGHT AND COORDINATE WITH UL,RATING POWER 120V 1232 LIGHT SOURCE WATTS 1232 LU ENS;400 K; CRI >80 NOMINAL ACUITYLI MFG/CATALOG SLOT 2 LED OR NOTES STEEL WITH EXTRUDED ALUMINUM CEILING ACRYLIC CONDITION WITH ARCHITECTURAL DRAWINGS ARCHITECT LISTED 16W APPROVED TRIM GE SAME AS TYPE'G' EXCEPT WITH INTEGRAL PROVIDE WITH INTEGRAL EMERGENCY BATTERY EMERGENCY BATTERY WITH MINIMUM 1100 LUMENS AND EMERGENCY TEST SWITCH NOTES: 1 THIS LUMINAIRE SCHEDULE IS NOT COMPLETE WITHOUT A COPY OF THE PROJECT MANUAL CONTAINING THE ELECTRICAL SPECIFICATIONS. f 2 DIMMING CONTROL PROTOCOL(0-10VDC, LINE VOLTAGE, DAL!, ETC.)COMPATIBLE WITH LIGHTING CONTROL SYSTEM AS SPECIFIED AND SHOWN ON DRAWINGS. t I SCHEDULE - ELECTRICAL 3 COORDINATE ALL CEILING TYPES WITH LUMINAIRE LOCATIONS PRIOR TO ORDERING LUMINAIRES. COORDINATE INSTALLATION WITH REFLECTED CEILING PLAN. o #"� of t 4 SPECIFIED MANUFACTURERS ARE APPROVED TO SUBMIT BID. INCLUSION DOES NOT RELIEVE MANUFACTURER FROM SUPPLYING PRODUCT AS DESCRIBED. 5 PROVIDE SUBMITTALS THAT INCLUDE THE LUMINAIRE, LAMP AND DRIVER/BALLAST INFORMATION OF EACH LUMINAIRE,WITH APPLICABLE OPTIONS CLEARLY CHECKED OR HIGHLIGHTED. SUBMITTALS NOT INCLUDING THIS INFORMATION WILL BE RETURNED AS REJECTED BY THE ENGINEER OF RECORD. 6 REMOTE DRIVERS/BALLASTS: UL LISTED FOR THEIR APPLICATION. DRIVERS/BALLASTS MARKED AS UL RECOGNIZED COMPONENT BUT NOT UL LISTED ARE SUBJECT TO REMOVAL AND REPLACEMENT AT NO COST TO OWNER. INTERFACE .../p ENGINEERING PROJECT 2019-0641 CONTACT 1 tlIEMtt3Se 100 SW Main Street,Suite 1600 3 . 0 Portland,OR 97204 TEL 503.382.2266 www.interfaceengineering.com p:\2019\2019-0641\cad\phase it\electrical\0641e2 e3 plans elevations.dwg 111/25/2019 10:45:04 AM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER.TANGE ASSOCIATES ARCHITECTS,INC. ��REDPROFFss 44., � fNF�,p�o2y 54929 it, ! a€ C ' c� OREGON Q �—' / c(\ NE 5 2 \, G M. MCG\-� INTERIOR ADJACENT FE P�� EXPIRES: 12/31/20 j SPACE N.I.C. EXCEPT AS REQUIRED FOR ``A' ` " 1 ..,.,�� STRUCTURAL, MEPF `�� l DISCIPLINES — 4" DOWNSPOUT r -- 4" DOWNSPOUT NC �R,� CONNECT TO GUTTERS, SEE ^` CONNECT TO GUTTERS, SEE W 4 GENERALNOTES NEW CANOPY ABOVE ARCHITECTURAL PLANS FOR �' ARCHITECTURAL PLANS FOR '— \ MORE DETAIL MORE DETAIL (,!} C -i- 1. REFER TO PHASE 1 PLANS FOR PLUMBING SPECIFICATIONS ° hJt, ....c77' i� �. y___, ,_,, Jto ;) .= io , - ___ • —.. — — 0 ` �} �L`` Lw Ica'. 63r Cl) NEW CANOPY ABOV / __e_., 8 / D. E 0 a E 4" SD NEW CANOPY ABOVE O (I) a 4" DOWNSPOUT 4" (E}SD FE 0L CONNECT TO GUTTERS. SEE EXISTING 4" STORM DRAIN, / �_ ,r7/H-, > *-C2) ARCHITECTURAL PLANS FOR VERIFY LOCATION AND SIZE N _i_ . 4" SD, - PHASE_ I ,' '///, �� F— a_ PRIOR TO WORK —._ 0 0... r MORE DETAIL � V I -7//7 si. 06 C C.,1 ,„ DQ Q - M 7 E 0 0 v) _ D v) E . _I— t; ! 0 . ,.... 0 ._s c a) 0 PARTIAL FLOOR PLAN - (1)-- SCALE: 3/32"= 1'-0" C} ` / �+ J = 0 8' 16' 24' � C o U 0) !-E UC 01:3 �0 MIMEO I - U L._ -0 v) c) . I._— O) .DcD — 00 ° I PROJECT NO. 19-0641 DRAWN BY : JMW CHECKED BY : JM DATE : 12.05.2019 REVISION : • PARTIAL nCeli PLUMBING LUMBING Ab FLOOR 14ct P?� �4 OltS �r�� PLANS EI0 INTERFACE PROJECT N G I N E E R I N G CONTACT Justin Wiese 2019-0641 100 SW Main Street,Suite 1600 Portland,OR 97204 2 • 0 TEL 503.382.2266 www.interfaceengineering.com P \\pdx-proj3\pdxprojects\2019\2019-064t\cad\phase ii\plumbing\0641p2.0.dwg 11/8/20203:48:28 PM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER STANGE ASSOCIATES ARCHITECTS,INC. SECTION 21 00 00-FIRE SUPPRESSION BASIC REQUIREMENTS SECTIONS FOR SPECIFIC ITEM REQUIRED IN PRODUCT DATA SUBMITTAL OUTSIDE OF THESE REQUIREMENTS. 1. MAINTAIN AT SITE AT LEAST ONE SET OF DRAWINGS FOR RECORDING"AS-CONSTRUCTED"CONDITIONS.INDICATE ON FIRE TESTS OF THROUGH-PENETRATION FIRE STOPS. PART 1-GENERAL 3. PROVIDE PUMP CURVES,OPERATION CHARACTERISTICS,CAPACITIES,AMBIENT NOISE CRITERIA,ETC.FOR DRAWINGS CHANGES TO ORIGINAL DOCUMENTS BY REFERENCING REVISION DOCUMENT,AND INCLUDE BURIED E. PIPE INSTALLATION: 1.01DESIGN-BUILD SUMMARY OF WORK EQUIPMENT. ELEMENTS,LOCATION OF CLEANOUTS,AND LOCATION OF CONCEALED MECHANICAL ITEM.INCLUDE ITEMS CHANGED 1. PROVIDE INSTALLATION OF PIPING SYSTEMS COORDINATED TO ACCOUNT FOR EXPANSION AND CONTRACTION OF 4. FOR VIBRATION ISOLATION OF EQUIPMENT,LIST MAKE AND MODEL SELECTED WITH OPERATING LOAD AND BY FIELD ORDERS,SUPPLEMENTAL INSTRUCTIONS,AND CONSTRUCTED CONDITIONS. PIPING MATERIALS AND BUILDING AS WELL AS ANTICIPATED SETTLEMENT OR SHRINKAGE OF BUILDING.INSTALL A. WORK INCLUDED IN 21 00 00 APPLIES TO DIVISION 21,FIRE SUPPRESSION WORK TO PROVIDE MATERIALS,LABOR,TOOLS, DEFLECTION.INDICATE FRAME TYPE WHERE REQUIRED.SUBMIT MANUFACTURER'S PRODUCT DATA. 2. RECORD DRAWINGS ARE TO INCLUDE EQUIPMENT AND FIXTURE/CONNECTION SCHEDULES THAT ACCURATELY WORK TO PREVENT DAMAGE TO PIPING,EQUIPMENT,AND BUILDING AND ITS CONTENTS.PROVIDE PIPING OFFSETS, PERMITS AND INCIDENTALS TO MAKE FIRE SUPPRESSION SYSTEMS READY FOR OWNER'S USE FOR PROPOSED PROJECT. 5. SEE DIVISION 21,FIRE SUPPRESSION SECTIONS FOR ADDITIONAL SUBMITTAL REQUIREMENTS OUTSIDE OF THESE REFLECT"AS CONSTRUCTED OR INSTALLED"FOR PROJECT. LOOPS,EXPANSION JOINTS,SLEEVES,ANCHORS OR OTHER MEANS TO CONTROL PIPE MOVEMENT AND MINIMIZE 1.02DESIGN-BUILD INSTRUCTIONS REQUIREMENTS. 3. AT COMPLETION OF PROJECT,INPUT CHANGES TO ORIGINAL PROJECT ON CAD DRAWINGS AND MAKE ONE SET OF FORCES ON PIPING.VERIFY ANTICIPATED SETTLEMENT AND/OR SHRINKAGE OF BUILDING WITH PROJECT A. THIS DOCUMENT IS ISSUED TO GIVE BIDDERS A BASIS FOR PREPARING A PROPOSAL TO DESIGN AND INSTALL A BLACK-LINE DRAWINGS CREATED FROM CAD FILES IN VERSION/RELEASE EQUAL TO CONTRACT DRAWINGS.SUBMIT STRUCTURAL ENGINEER.VERIFY CONSTRUCTION PHASING,TYPE OF BUILDING CONSTRUCTION PRODUCTS AND COMPLETE FIRE SUPPRESSION SYSTEM FOR THIS PROJECT. H. MAXIMUM/ R TWO REVIEWS ON -PROVIDEDAITEM;COMPLETEBEARCOSTS SUBMITTAL ADDITIONAL PACKAGE.REVIEWS ARRANGET EFNGR INEER'S S ADDITIONAL REVIEWS CAD DISK AND DRAWINGS UPON SUBSTANTIAL COMPLETION. RATING COORDINATING INSTALLATION OF PIPING SYSTEMS. AND/OR EARLY REVIEW OF LONG-LEAD BEAR OF AT ENGINEER'S HOURLY RATES. B. ALTERNATES TO THIS DOCUMENT MAY BE OFFERED AS A SEPARATE PROPOSAL. INCOMPLETE SUBMITTAL PACKAGES/SUBMITTALS WILL BE RETURNED TO CONTRACTOR WITHOUT REVIEW. 4. INVERT ELEVATIONS AND DIMENSIONED LOCATIONS FOR WATER SERVICES AND DRAINAGE PIPING BELOW GRADE 2. INCLUDE PROVISIONS FOR SERVICING AND REMOVAL OF EQUIPMENT WITHOUT DISMANTLING PIPING. 1.03DESIGN-BUILD DESIGN APPROACH I. RESUBMISSION REQUIREMENTS:MAKE CORRECTIONS OR CHANGES IN SUBMITTALS AS REQUIRED,AND IN EXTENDING TO 5-FEET OUTSIDE BUILDING LINE. G. PLENUMS:PROVIDE PLENUM RATED MATERIALS THAT MEET THE REQUIREMENTS TO BE INSTALLED IN PLENUMS. A. USE THIS SPECIFICATION AS A GUIDE FOR DESIGN/ENGINEERING REQUIREMENTS,WORKMANSHIP AND MATERIALS OR CONSIDERATION OF ENGINEER'S COMMENTS.IDENTIFY ENGINEER'S COMMENTS AND PROVIDE AN INDIVIDUAL RESPONSE 5. RECORD DRAWINGS TO INCLUDE SITE INFORMATION OR REFERENCE SITE INFORMATION FOR COMPLETE IMMEDIATELY NOTIFY ARCHITECT/ENGINEER OF DISCREPANCY. CONSTRUCTION.UTILIZE DESIGN-BUILD CONCEPT THROUGHOUT CONSTRUCTION PHASE OF PROJECT. TO EACH OF THE ENGINEERS COMMENTS.CLOUD CHANGES IN THE SUBMITTALS AND FURTHER IDENTIFY CHANGES UNDERSTANDING OF THE FIRE PROTECTION SYSTEM BETWEEN THE BUILDING AND THE POINT OF CONNECTION TO 3.02 SEISMIC CONTROL B. INVESTIGATE AND BE APPRISED OF APPLICABLE CODES,RULES,AND REGULATIONS AS ENFORCED BY AHJ. WHICH ARE IN RESPONSE TO ENGINEER'S COMMENTS. THE WATER SUPPLY AND LOCATION OF FLOW TEST PRESSURE HYDRANTS. A. CONFIRM SEISMIC CONTROL REQUIREMENTS IN DIVISION 01,GENERAL REQUIREMENTS,STRUCTURAL DOCUMENTS,AND "'�"' V) C. VISIT THE SITE OF THE PROPOSED CONSTRUCTION.VERIFY AND INSPECT THE EXISTING SITE TO DETERMINE CONDITIONS J. STRUCTURAUSEISMIC:PROVIDE WEIGHTS,DIMENSIONS,MOUNTING REQUIREMENTS AND LIKE INFORMATION REQUIRED 6. SEE DIVISION 21,FIRE SUPPRESSION INDIVIDUAL SECTIONS FOR ADDITIONAL ITEMS TO INCLUDE IN RECORD INDIVIDUAL DIVISION 21,FIRE SUPPRESSION SECTIONS. j r /i) FOR MOUNTING,SEISMIC BRACING,AND SUPPORT.INDICATE MANUFACTURER'S INSTALLATION AND SUPPORT DRAWINGS. �./j LU THAT AFFECT THIS WORK. B. PROVIDE FIRE SUPPRESSION EQUIPMENT AND PIPING,BOTH HANGING AND BASE MOUNTED,WITH MOUNTING 0 1.04DESIGN-BUILD DESIGN CRITERIA/CALCULATIONS REQUIREMENTS TO MEET ASCE 7-10 REQUIREMENTS FOR NON-STRUCTURAL COMPONENTS.PROVIDE ENGINEERED S. CALCULATIONS:SUBMIT HYDRAULIC AND SWAY BRACE AND THE LIKE CALCULATIONS. CONNECTION POINTS OF SUFFICIENT STRENGTH TO RESIST LATERAL SEISMIC FORCES EQUAL TO LATERAL SEISMIC "I"� •-- SEISMIC DRAWINGS AND EQUIPMENT SEISMIC CERTIFICATION.EQUIPMENT IMPORTANCE FACTOR AS SPECIFIED IN 1. HYDRAULIC CALCULATIONS: FORCES AS DETERMINED BY BUILDING CODE AND NFPA 13 CALCULATIONS,WHICHEVER IS MORE DEMANDING. g -I— A. RELATED WORK SPECIFIED ELSEWHERE: DIVISION 01 AND IN STRUCTURAL DOCUMENTS. V) c a. INCLUDE FRICTION LOSSES BETWEEN THE HYDRAULICALLY MOST REMOTE DESIGN AREA AND THE HYDRANT FLOW C. SEE STRUCTURAL DRAWINGS FOR SEISMIC DESIGN CRITERIA FOR SWAY BRACING AND SEISMIC RESTRAINT. 1. CONTENTS OF SECTION APPLY TO DIVISION 21,FIRE SUPPRESSION SPECIFICATIONS. K. TRADE COORDINATION:INCLUDE PHYSICAL CHARACTERISTICS,ELECTRICAL CHARACTERISTICS,DEVICE LAYOUT PLANS, TEST PRESSURE HYDRANT.I ) 0)ONREQUIREMENTS OF SECTION ARE A MINIMUM FOR DIVISION 21,FIRE SUPPRESSION SECTIONS,UNLESS OTHERWISE WIRING DIAGRAMS,AND CONNECTIONS AS REQUIRED PER DIVISION 21,FIRE SUPPRESSION COORDINATION DOCUMENTS. D. EARTHQUAKEINKLER SYSTEMS,REEFIRE DESIGNS FOR FIRET PROTECTION(DIVISION PUMP EQUIPMENT AND,FIRE TANKS, I.E.FIRE STATED IN EACH SECTION,IN WHICH CASE THAT SECTION'S REQUIREMENTS TAKE PRECEDENCE. FOR EQUIPMENT WITH ELECTRICAL CONNECTIONS,FURNISH COPY OF APPROVED SUBMITTAL FOR INCLUSION IN DIVISION b. HYDRAULIC CALCULATIONS TO BE PERFORMED ON A NATIONALLY RECOGNIZED FIRE SPRINKLER HYDRAULIC SPRINKLER STANDPIPE SYSTEMS,FIRE PUMPS,FIRE CONTROLLERS,FIRE TANKS,CLEAN AGENT 0 CALCULATION COMPUTER PROGRAM,WITH COVER SHEETS IN THE FORMAT REQUIRED BY THE LATEST EDITION OF FIRE SUPPRESSION SYSTEMS,ETC.TO CONFORM TO REGULATIONS OF JURISDICTION HAVING AUTHORITY. a w B. FIRE SUPPRESSION DESIGN CRITERIA:REFER TO INDIVIDUAL DIVISION 21,FIRE SUPPRESSION SECTIONS FOR FIRE 26,ELECTRICAL AND DIVISION 28,ELECTRONIC SAFETY SUBMITTALS. NFPA 13.HYDRAULIC CALCULATIONS PERFORMED"BY HAND"OR NOT ON A NATIONALLY RECOGNIZED FIRE ii E SUPPRESSION SYSTEM DESIGN CRITERIA. L. MAKE PROVISIONS FOR OPENINGS IN BUILDING FOR ADMITTANCE OF EQUIPMENT PRIOR TO START OF CONSTRUCTION SPRINKLER HYDRAULIC CALCULATIONS COMPUTER PROGRAM WILL BE RETURNED WITHOUT REVIEW BY ENGINEER. E. APPLICATI S OF HORIZCH NTLUSED TO CPE BE SUCH TTHAT OF FUNCTION AF IE DT OF EQUIPMENT BECAUSE NF /� C. FIRE SUPPRESSION EQUIPMENT:REFER TO INDIVIDUAL DIVISION 21,FIRE SUPPRESSION SECTIONS FOR FIRE OR ORDERING OF EQUIPMENT. APPLICATION M HORIZONTAL FORCE TO BE WHENN APPARATUSPRT FORCES ARE CARRIED TO FRAME OF STRUCTUREASE AND IN SUCHEA �j, c. PROVIDE ONE OR MORE HYDRAULIC CALCULATIONS FOR EACH HYDRAULICALLY MOST REMOTE AREA. WAY THAT FRAME WILL NOT BE DEFLECTED IS ATTACHED TO A MOUNTING BASE AND EQUIPMENT PAD, SUPPRESSION EQUIPMENT REQUIREMENTS. M. SUBSTITUTIONS AND VARIATION FROM BASIS OF DESIGN: d. WHERE IT IS NOT OBVIOUS WHICH AREA IS MOST HYDRAULICALLY REMOTE,PERFORM AND SUBMIT FOR REVIEW OR TO STRUCTURE IN NORMAL WAY,UTILIZING ATTACHMENTS PROVIDED.SECURE EQUIPMENT AND DISTRIBUTION D Q 1.05SECTION INCLUDES 1. THE BASIS OF DESIGN DESIGNATED PRODUCT ESTABLISHES THE QUALITIES AND CHARACTERISTICS FOR THE ADDITIONAL HYDRAULIC CALCULATIONS PROVING THE HYDRAULICALLY MOST REMOTE AREA. SYSTEMS TO WITHSTAND A FORCE IN DIRECTION EQUAL TO VALUE DEFINED BY JURISDICTION HAVING AUTHORITY. 0 A. WORK INCLUDED IN 21 00 00,FIRE SUPPRESSION BASIC REQUIREMENTS APPLIES TO DIVISION 21,FIRE SUPPRESSION EVALUATION OF ANY COMPARABLE PRODUCTS BY OTHER LISTED ACCEPTABLE MANUFACTURERS IF INCLUDED IN THIS e. FOR GRID SYSTEMS,EITHER PROVIDE"PEAKED"HYDRAULIC CALCULATIONS,OR PROVIDE TWO ADDITIONAL SETS F. PROVIDE STAMPED SHOP DRAWINGS FROM LICENSED ENGINEER OF SEISMIC BRACING AND SEISMIC MOVEMENT 1,... WORKTO PROVIDE MATERIALS,LABOR,TOOLS,PERMITS,INCIDENTALS,AND OTHER SERVICES TO PROVIDE AND MAKE SPECIFICATION OR INCLUDED IN AN APPROVED SUBSTITUTION REQUEST AS JUDGED BY THE DESIGN PROFESSIONAL. OF HYDRAULIC CALCULATIONS FOR EACH HYDRAULICALLY MOST REMOTE AREA. ASSEMBLIES FOR PIPING,EQUIPMENT,TANKS,PUMPS CONTROLLERS AND THE LIKE.SUBMIT SHOP DRAWINGS ALONG READY FOR OWNER'S USE OF FIRE PROTECTION SYSTEMS FOR PROPOSED PROJECT. 2. IF SUBSTITUTIONS AND/OR EQUIVALENT EQUIPMENT/PRODUCTS ARE BEING PROPOSED,IT IS THE RESPONSIBILITY OF t • f. INCLUDE PRESSURE LOSSES BETWEEN THE HIGHEST SPRINKLER AND THE ELEVATION OF THE PRESSURE GAUGE WITH EQUIPMENT SUBMITTALS. D � E— B. CONTRACT DOCUMENTS INCLUDE,BUT ARE NOT LIMITED TO,SPECIFICATIONS INCLUDING DIVISION 00,PROCUREMENT PARTIES CONCERNED,INVOLVED IN,AND FURNISHING THE SUBSTITUTE AND/OR EQUIVALENT EQUIPMENT TO VERIFY MONITOR HYDRANT OF THE FLOW TEST. G. PROVIDE STAMPED SHOP DRAWINGS FROM LICENSED ENGINEER OF SEISMIC FLEXIBLE JOINTS FOR PIPING AND0 .. AND CONTRACTING REQUIREMENTS AND DIVISION 01,GENERAL REQUIREMENTS,DRAWINGS,ADDENDA, AND COMPARE THE CHARACTERISTICS AND REQUIREMENTS OF THAT FURNISHED TO THAT SPECIFIED AND/OR g. INCLUDE FRICTION LOSS FOR FLEXIBLE BRANCH LINE CONNECTORS PER MANUFACTURER'S SCHEDULE OF CROSSING BUILDING EXPANSION OR SEISMIC JOINTS.SUBMIT SHOP DRAWINGS ALONG WITH SEISMIC BRACING DETAILS. t OWNER/ARCHITECT AGREEMENT,AND OWNER/CONTRACTORL AGREEMENT.CONFIRM REQUIREMENTS BEFORE SHOWN.IF GREATER CAPACITY AND/OR MORE MATERIALS AND/OR MORE LABOR IS REQUIRED FOR THE ROUGH-1N, EQUIVALENT FEET FOR DEVICE LENGTH,MAXIMUM NUMBER OF BENDS AND EXPECTED RADIUS OF BENDS. H. PROVIDE DETAILS OF FLEXIBLE DROPS FOR SPRINKLERS IN CONFORMANCE WITH BUILDING CODE AND ASCE 7 .. _ -I- COMMENCEMENT OF WORK. CIRCUITRY OR CONNECTIONS THAN FOR THE ITEM SPECIFIED AND PROVIDED FOR,THEN PROVIDE COMPENSATION h. WHEN FLEXIBLE SPRINKLER HOSE FITTINGS ARE ADDED TO AN EXISTING SYSTEM,PROVIDE HYDRAULIC REQUIREMENTS OF CEILINGS.COORDINATE WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS AND SPECIFICATIONS. D W FOR ADDITIONAL CHARGES REQUIRED FOR THE PROPER ROUGH-IN,CIRCUITRY AND CONNECTIONS FOR THE a C. DEFINITIONS: CALCULATIONS VERIFYING THE DESIGN FLOW RATE WILL BE ACHIEVED." EQUIPMENT BEING FURNISHED.NO ADDITIONAL CHARGES ABOVE THE BASE BID,INCLUDING RESULTING CHARGES I. PIPING:PER NFPA 13,ASCE-7 AND LOCAL REQUIREMENTS. 1. PROVIDE:TO FURNISH AND INSTALL,COMPLETE AND READY FOR INTENDED USE. i. FOR FUTURE TENANT IMPROVEMENT SPACES:INCLUDE IN HYDRAULIC CALCULATIONS FRICTION LOSS FOR WORK PERFORMED UNDER OTHER DIVISIONS,WILL BE ALLOWED FOR SUCH REVISIONS.COORDINATE WITH THE J. EQUIPMENT: On0 2. FURNISH:SUPPLY AND DELIVER TO PROJECT SITE,READY FOR UNPACKING,ASSEMBLY AND INSTALLATION. REQUIREMENTS OF"SUBMITTALS".FOR ANY PRODUCT MARKED"OR APPROVED EQUIVALENT',A SUBSTITUTION ALLOWANCES FOR FUTURE INSTALLATION OF FLEXIBLE SPRINKLER HEAD CONNECTORS SO THAT FLEXIBLE1. PER"SEISMIC RESTRAINTS MANUAL GUIDELINES FOR MECHANIGAL SYSTEMS"LATEST EDITION PUBLISHED BY 3. INSTALL:INCLUDES UNLOADING,UNPACKING,ASSEMBLING,ERECTING,INSTALLATION,APPLYING,FINISHING, REQUEST MUST BE SUBMITTED TO ENGINEER FOR APPROVAL PRIOR TO PURCHASE,DELIVERY OR INSTALLATION. CONNECTORS MAY BE INSTALLED IN THE FUTURE WITHOUT REVISIONS TO THE OVERHEAD SYSTEM. SMACNA,ASCE 7 AND LOCAL REQUIREMENTS. /'� E :9----21 PROTECTING,CLEANING AND SIMILAR OPERATIONS AT PROJECT SITE AS REQUIRED TO COMPLETE ITEM OF WORK N. SHOP DRAWINGS: 2. SWAY BRACE CALCULATIONS: 2. PROVIDE MEANS TO PROHIBIT EXCESSIVE MOTION OF FIRE PROTECTION EQUIPMENT DURING AN EARTHQUAKE. V J FURNISHED. a. SWAY BRACE CALCULATIONS UTILIZING A PROPRIETARY COMPUTER CALCULATION PROGRAM ONLY USED FOR THE • 3.03 REVIEW AND OBSERVATION ••••••• V— E 7 1. PROVIDE COORDINATED SHOP DRAWINGS WHICH INCLUDE PHYSICAL CHARACTERISTICS OF ALL SYSTEMS, 4. APPROVED OR APPROVED EQUIVALENT;TO POSSESS THE SAME PERFORMANCE QUALITIES AND CHARACTERISTICS EQUIPMENT AND PIPING LAYOUT,PIPE LAYOUT,HANGER LAYOUT,SWAY BRACE LAYOUT,SEISMIC RESTRAINTS,SWAY SWAY BRACE COMPONENTS SUPPORTED BY THAT MANUFACTURER.FOR EXAMPLE,ONLY"MANUFACTURER -f— AND FULFILL THE UTILITARIAN FUNCTION WITHOUT ANY DECREASE IN QUALITY,DURABILITY OR LONGEVITY.FOR BRACE CALCULATIONS,DRAINS,LOCATION OF DRAIN DISCHARGE,RISERS,VALVES,DETAILS,WATER TEST X"SWAY BRACE COMPONENTS,AND NOT THOSE OF ANOTHER MANUFACTURER,MAY BE CALCULATED ON A. CONFIRM REVIEW AND OBSERVATION REQUIREMENTS IN DIVISION 00,PROCUREMENT AND CONTRACTING 0 .�.. `" EQUIPMENT/PRODUCTS DEFINED BY THE CONTRACTOR AS"EQUIVALENT,"SUBSTITUTION REQUESTS MUST BE INFORMATION,PHYSICAL DEVICE LAYOUT PLANS,AND CONTROL WIRING DIAGRAMS.REFERENCE INDIVIDUAL DIVISION A"MANUFACTURER X"SWAY BRACE COMPUTER CALCULATION PROGRAM. REQUIREMENTS AND DIVISION 01,GENERAL REQUIREMENTS,SECTION 21 00 00,FIRE SUPPRESSION BASIC � V) SUBMITTED TO ENGINEER FOR CONSIDERATION,IN ACCORDANCE WITH DIVISION 01,GENERAL REQUIREMENTS,AND 21,FIRE SUPPRESSION SECTIONS FOR ADDITIONAL REQUIREMENTS FOR SHOP DRAWINGS OUTSIDE OF THESE b. PROVIDE SEISMIC CALCULATIONS FOR ANY SWAY BRACE TO BE ATTACHED TO ANY I-JOIST,STRUCTURAL REQUIREMENTS AND INDIVIDUAL DIVISION 21,FIRE SUPPRESSION SECTIONS. C 0 ':' APPROVED BY THE ENGINEER PRIOR TO SUBMITTING BIDS FOR SUBSTITUTED ITEM. REQUIREMENTS. INSULATED PANELS(SIPS), CROSS LAMINATED TIMBER,AND SIMILAR ENGINEERED STRUCTURAL PRODUCTS B. NOTIFY ARCHITECT,IN WRITING,AT FOLLOWING STAGES OF CONSTRUCTION SO THAT THEY MAY,AT THEIR OPTION,VISIT W 5. AUTHORITY HAVING JURISDICTION(AHJ):INDICATES REVIEWING AUTHORITIES,INCLUDING LOCAL FIRE MARSHAL, 2. SHOP DRAWINGS AND HYDRAULICS CALCULATIONS,SWAY BRACE CALCULATIONS,TRAPEZE HANGER CALCULATIONS, ACCORDING TO THE SPECIFICATIONS OF THE 1-JOIST MANUFACTURER. SITE FOR REVIEW AND CONSTRUCTION OBSERVATION: OWNER'S INSURANCE UNDERWRITER,OWNER'S AUTHORIZED REPRESENTATIVE,AND OTHER REVIEWING ENTITY AND THE LIKE,TO BE PREPARED UNDER THE DIRECT SUPERVISION AND CONTROL OF A PROFESSIONAL ENGINEER 1.09QUALITY ASSURANCE 1. UNDERGROUND PIPING INSTALLATION PRIOR TO BACKFILLING. 6 WHOSE APPROVAL IS REQUIRED TO OBTAIN SYSTEMS ACCEPTANCE. COMPETENT TO DO SUCH WORK AND LICENSED IN THE STATE OF OREGON.DRAWINGS AND CALCULATIONS TO BEAR A. REGULATORY REQUIREMENTS:WORK AND MATERIALS INSTALLED TO CONFORM WITH ALL LOCAL,STATE AND FEDERAL 2. PRIOR TO COVERING WALLS. .— 1.06RELATED SECTIONS THE SEAL AND WET SIGNATURE OF THE PROFESSIONAL ENGINEER. CODES,AND OTHER APPLICABLE LAWS AND REGULATIONS.WHERE CODE REQUIREMENTS ARE AT VARIANCE WITH 3. PRIOR TO CEILING COVER/INSTALLATION. 0 V) _ C A. CONTENT OF SECTION APPLIES TO DIVISION 21,FIRE SUPPRESSION CONTRACT DOCUMENTS. 3. PROVIDE SHOP DRAWINGS WHICH INDICATE INFORMATION REQUIRED BY NFPA 13.INCLUDE ROOM NAMES AND FIRE CONTRACT DOCUMENTS,MEET CODE REQUIREMENTS ASA MINIMUM REQUIREMENT AND INCLUDE COSTS NECESSARY 4. WHEN MAIN SYSTEMS,OR PORTIONS OF,ARE BEING TESTED AND READY FOR INSPECTION BY AHJ. B. RELATED WORK: SPRINKLER OCCUPANCY HAZARD CLASSIFICATIONS. TO MEET THESE IN CONTRACT.MACHINERY AND EQUIPMENT ARE TO COMPLY WITH OSHA REQUIREMENTS,AS 5. WHEN MAINS OR BRANCHLINES ARE TO BE PERMANENTLY CONCEALED BY CONSTRUCTION OR INSULATION SYSTEMS. �"'�''� 4. PROVIDE SHOP DRAWINGS ILLUSTRATING INFORMATION FOR HYDRAULIC INFORMATION SIGN FOR EACH HYDRAULIC CURRENTLY REVISED AND INTERPRETED FOR EQUIPMENT MANUFACTURER REQUIREMENTS.INSTALL EQUIPMENT Ems" )) .-.,.,, 1. ADDITIONAL CONDITIONS APPLY TO THIS DIVISION INCLUDING,BUT NOT LIMITED TO: 6. WHEN FIRE SUPPRESSION SYSTEMS,OR PORTIONS OF,ARE BEING TESTED AND READY FOR INSPECTION BY AHJ. V/ U REMOTE AREA CALCULATED. PROVIDED PER MANUFACTURER RECOMMENDATIONS. a. SPECIFICATIONS INCLUDING DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION 01, C. BEAR RESPONSIBILITY AND COST TO MAKE PIPING ACCESSIBLE,TO EXPOSE CONCEALED LINES,OR TO DEMONSTRATE GENERAL REQUIREMENTS. 5. UTILIZING THE REFLECTED CEILING BACKGROUNDS,PROVIDE SHOP DRAWINGS ILLUSTRATING LOCATIONS OF FIRE B. WHENEVER THIS SPECIFICATION CALLS FOR MATERIAL,WORKMANSHIP,ARRANGEMENT OR CONSTRUCTION OF HIGHER ACCEPTABILITY OF THE SYSTEM.IF CONTRACTOR FAILS TO NOTIFY ARCHITECT AT TIMES PRESCRIBED ABOVE,COSTS 17) C 0 b. DRAWINGS SPRINKLERS AND PIPING. QUALITY AND/OR CAPACITY THAN THAT REQUIRED BY GOVERNING CODES,HIGHER QUALITY AND/OR CAPACITY TAKE INCURRED BY REMOVAL OF SUCH WORK ARE THE RESPONSIBILITY OF THE CONTRACTOR. a• Q_ 6, UTILIZING THE STRUCTURAL BACKGROUNDS,PROVIDE SHOP DRAWINGS ILLUSTRATING LOCATIONS AND TYPES OF PRECEDENCE. o c. ADDENDA D. FINAL PUNCH:COSTS INCURRED BY ADDITIONAL TRIPS REQUIRED DUE TO INCOMPLETE SYSTEMS WILL BE THE L... -0 d. OWNER/ARCHITECT AGREEMENT HANGERS AND SWAY BRACES. C. DRAWINGS ARE INTENDED TO BE DIAGRAMMATIC AND REFLECT THE BASIS OF DESIGN MANUFACTURER'S EQUIPMENT. RESPONSIBILITY OF THE CONTRACTOR. 7. PROVIDE SHOP DRAWINGS ILLUSTRATING EACH TYPE OF HANGER,INCLUDING FASTENERS TO STRUCTURE. THEY ARE NOT INTENDED TO SHOW EVERY ITEM IN ITS EXACT DIMENSIONS,OR DETAILS OF EQUIPMENT OR PROPOSED V) e. OWNER/CONTRACTOR AGREEMENT SYSTEMS LAYOUT.VERIFY ACTUAL DIMENSIONS OF SYSTEMS(I.E.,PIPING)AND EQUIPMENT PROPOSED TO ASSURE THAT 3.04 CUTTING AND PATCHING C/7 8. PROVIDE SHOP DRAWINGS ILLUSTRATING EACH TYPE OF BRANCHLINE RESTRAINT AND SWAY BRACE,INCLUDING 0 L,,, f. CODES,STANDARDS,PUBLIC ORDINANCES AND PERMITS SYSTEMS AND EQUIPMENT WILL FIT IN AVAILABLE SPACE.CONTRACTOR IS RESPONSIBLE FOR DESIGN AND A. CONFIRM CUTTING AND PATCHING REQUIREMENTS IN DIVISION 01,GENERAL REQUIREMENTS.IN ABSENCE OF SPECIFIC a••••••LENGTH OF SWAY BRACE MEMBER,SWAY BRACE FITTINGS,MINIMUM AND MAXIMUM ANGLES FROM VERTICAL OF I.07REFERENCES AND STANDARDS SWAY BRACE MEMBER,METHOD OF ATTACHMENT TO STRUCTURE,SIZE,LENGTH AND EMBEDMENT OF ATTACHMENT CONSTRUCTION COSTS INCURRED FOR EQUIPMENT OTHER THAN BASIS OF DESIGN,INCLUDING,BUT NOT LIMITED TO, REQUIREMENTS,COMPLY WITH INDIVIDUAL DIVISION 21,FIRE SUPPRESSION SECTIONS AND THE FOLLOWING: O CD jV ]^� ARCHITECTURAL,STRUCTURAL,ELECTRICAL,HVAC,FIRE SPRINKLER,AND PLUMBING SYSTEMS. 1. CUTTING AND PATCHING PERFORMED UNDER DIVISION 21,FIRE SUPPRESSION INCLUDES,BUT IS NOT LIMITED TO: A. REFERENCES AND STANDARDS PER DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION 01, TO STRUCTURE AND SIZE AND TYPE OF STRUCTURAL MEMBER TO WHICH SWAY BRACE WILL BE ATTACHED.NUMBER a N GENERAL REQUIREMENTS,INDIVIDUAL DIVISION 21,FIRE SUPPRESSION SECTIONS AND THOSE LISTED IN THIS SECTION. EACH TYPE OF RESTRAINT AND SWAY BRACE. INDICATE ON DRAWINGS LOCATIONS OF EACH TYPE OF NUMBERED D. MANUFACTURER'S INSTRUCTIONS:FOLLOW MANUFACTURER'S WRITTEN INSTRUCTIONS.IF IN CONFLICT WITH CONTRACT a. CUTTING AND PATCHING OF PLASTER OR PARTITIONS. in sQ B. CODES TO INCLUDE LATEST ADOPTED EDITIONS,INCLUDING CURRENT AMENDMENTS,SUPPLEMENTS AND LOCAL RESTRAINT AND SWAY BRACE. DOCUMENTS,OBTAIN CLARIFICATION.NOTIFY ENGINEER/ARCHITECT,IN WRITING,BEFORE STARTING WORK. b. CUTTING AND PATCHING OF FINISHED CEILINGS. H W 1 JURISDICTION REQUIREMENTS IN EFFECT AS OF THE DATE OF THE CONTRACT DOCUMENTS,OF/FROM: 9. PROVIDE DETAILS FOR ANY HANGER,ATTACHMENT,OR SWAY BRACE TO BE ATTACHED TO ANY I-JOIST,STRUCTURAL E. ITEMS SHOWN ON DRAWINGS ARE NOT NECESSARILY INCLUDED IN SPECIFICATIONS OR VICE VERSA.CONFIRM 2. PERFORM CUTTING AND PATCHING BY SKILLED CRAFTSMEN IN TRADE OF WORK TO BE PERFORMED.FILL HOLES 1. STATE OF OREGON: INSULATED PANELS(SIPS),CROSS LAMINATED TIMBER,AND SIMILAR ENGINEERED STRUCTURAL PRODUCTS REQUIREMENTS IN ALL CONTRACT DOCUMENTS. WHICH ARE CUT OVERSIZED FOR COMPLETED WORK.MATCH REFINISHED AREAS WITH EXISTING ADJACENT FINISH IN a. OAR-OREGON ADMINISTRATIVE RULES ACCORDING TO THE SPECIFICATIONS OF THE ENGINEERED PRODUCT MANUFACTURER. F. PROVIDE PRODUCTS THAT ARE UL LISTED. A MANNER ACCEPTABLE TO ARCHITECT. PROJECT N O. b. OESC-OREGON ELECTRICAL SPECIALTY CODE 10.PROVIDE SHOP DRAWINGS ILLUSTRATING INFORMATION FOR SPRINKLER SYSTEM GENERAL INFORMATION SIGN. G. PIPING INSULATION PRODUCTS TO CONTAIN LESS THAN 0.1 PERCENT BY WEIGHT PBDE IN ALL INSULATING MATERIALS. 3. WHEN MASONRY TO CONCRETE CONSTRUCTION MUST BE PENETRATED,PROVIDE A STEEL PIPE SLEEVE IN OPENING 19-0641 11.SHOP DRAWINGS TO INCLUDE A CROSS-SECTIONAL VIEW THAT SHOWS THE SPRINKLER HEADS AND PIPING IN 1.10WARRANTY AND GROUT IN PLACE IN A NEAT MANNER.LEAVE GROUT SURFACE TO MATCH EXISTING FINISH.PROVIDE c. OFC-OREGON FIRE CODE RELATION TO THE BUILDING'S ARCHITECTURAL AND STRUCTURAL INFORMATION.VIEW TO BE CHOSEN BASED ON A ESCUTCHEONS.IF SLEEVES ARE NOT PROVIDED,CORE DRILL PENETRATIONS. DRAWN BY : d. GMSC-OREGON MECHANICAL SPECIALTY CODE A. PROVIDE WRITTEN WARRANTY COVERING THE WORK FOR A PERIOD OF ONE YEAR FROM DATE OF SUBSTANTIAL LOCATION THAT WILL DISPLAY THE MOST INFORMATION. COMPLETION IN ACCORDANCE WITH DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION 01, 4. LOCATE CONCEALED UTILITIES TO ELIMINATE POSSIBLE SERVICE INTERRUPTION OR DAMAGE. e. OPSC-OREGON PLUMBING SPECIALTY CODE 12.WHEN REQUIRED,PROVIDE COORDINATION DRAWINGS. GENERAL REQUIREMENTS,SECTION 21 00 00,FIRE SUPPRESSION BASIC REQUIREMENTS AND INDIVIDUAL DIVISION 21, 5. ADDITIONAL WORK REQUIRED BY LACK OF PROPER COORDINATION WILL BE PROVIDED AT NO ADDITIONAL COST TO BE f. OSSC-OREGON STRUCTURAL SPECIALTY CODE 13.PROVIDE SHOP DRAWINGS INDICATING ACCESS PANEL LOCATIONS,SIZE AND ELEVATION FOR APPROVAL PRIOR TO FIRE SUPPRESSION SECTIONS. THE OWNER. CHECKED BY g. OZERCC-OREGON ZERO ENERGY READY COMMERCIAL CODE INSTALLATION. B. SECTIONS UNDER THIS DIVISION CAN REQUIRE ADDITIONAL AND/OR EXTENDED WARRANTIES THAT APPLY BEYOND BASIC 6. PROPOSED FLOOR CUTTING/CORE DRILLING/SLEEVE LOCATIONS TO BE APPROVED BY PROJECT STRUCTURAL C. REFERENCE STANDARDS AND GUIDELINES INCLUDE BUT ARE NOT LIMITED TO THE LATEST ADOPTED EDITIONS FROM: 14.PROVIDE DETAILS OF HANGER,SWAY BRACING AND BRANCH LINE RESTRAINT ATTACHMENTS TO STRUCTURE AND TO WARRANTY UNDER DIVISION 01,GENERAL REQUIREMENTS AND THE GENERAL CONDITIONS.CONFIRM REQUIREMENTS IN ENGINEER.SUBMIT PROPOSED LOCATIONS TO ARCHITECT/PROJECT STRUCTURAL ENGINEER.WHERE SLABS ARE OF EFF,JB 1. ABA-ARCHITECTURAL BARRIERS ACT PIPING.INCLUDE DETAILS ON THE SIZE AND LOAD CAPACITIES OF FASTENERS.PROVIDE VERIFICATION OF THE ALL CONTRACT DOCUMENTS. POST TENSION CONSTRUCTION,PERFORM X-RAY SCAN OF PROPOSED PENETRATION LOCATIONS AND SUBMIT SCAN 2. ADA-AMERICANS WITH DISABILITIES ACT STRUCTURAL CAPACITY TO WITHSTAND SEISMIC LOAD. 1.11000RDINATION DOCUMENTS RESULTS INCLUDING PROPOSED PENETRATION LOCATIONS TO PROJECT STRUCTURAL ENGINEER/ARCHITECT FOR DATE : 15.PROVIDE SWAY BRACING CALCULATIONS ON DRAWINGS SHOWING HORIZONTAL SEISMIC DESIGN LOAD AND APPROVAL.WHERE SLABS ARE OF WAFFLE TYPE CONSTRUCTION,SHOW COLUMN CAP EXTENT AND CELL LOCATIONS 3. AHRI-AIR-CONDITIONING HEATING&REFRIGERATION INSTITUTE A. PRIOR TO CONSTRUCTION,PREPARE AND SUBMIT COORDINATED LAYOUT DRAWINGS(COMPOSITE DRAWINGS),TO RELATIVE TO PROPOSED PENETRATION(S). 12.05.2019 REQUIREMENTS,WITH INDICATION OF ZONE OF INFLUENCE FOR EACH BRACING LOCATION. 4. ANSI-AMERICAN NATIONAL STANDARDS INSTITUTE COORDINATE INSTALLATION AND LOCATION OF DUCTWORK,GRILLES,DIFFUSERS,PIPING,FIRE SPRINKLERS,FIRE ALARM 7, CUTTING,PATCHING AND REPAIRING FOR WORK SPECIFIED IN THIS DIVISION INCLUDING PLASTERING,MASONRY 5. ASCE-AMERICAN SOCIETY OF CIVIL ENGINEERS 16.PROVIDE A SCHEDULE OF SWAY BRACING TYPE,SIZE,AND DESIGN CRITERIA,INCLUDING LENGTH,ANGLE FROM AND FIRE SUPPRESSION CONTROLLERS,PLUMBING,CABLE TRAYS,LIGHTS,AND ELECTRICAL SERVICES.COMPOSITE WORK,CONCRETE WORK,CARPENTRY WORK,AND PAINTING INCLUDED UNDER THIS SECTION WILL BE PERFORMED REVISION VERTICAL,AND LOAD CAPACITIES. DRAWINGS SHOW SERVICES ON SINGLE SHEET.KEY DRAWINGS TO STRUCTURAL COLUMN IDENTIFICATION SYSTEM. 6. ASCE-7 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES BY SKILLED CRAFTSMEN OF EACH RESPECTIVE TRADE IN CONFORMANCE WITH APPROPRIATE DIVISION OF WORK. 7. ASHRAE-AMERICAN SOCIETY OF HEATING,REFRIGERATING AND AIR-CONDITIONING ENGINEERS 17.CLEARLY INDICATE THE ELEVATION OF THE HIGHEST SPRINKLER IN RELATION TO THE ELEVATION OF THE FLOW TEST PRIOR TO COMPLETION OF DRAWINGS,COORDINATE PROPOSED INSTALLATION WITH ARCHITECTURAL AND STRUCTURAL 8. ADDITIONAL OPENINGS REQUIRED IN BUILDING CONSTRUCTION TO BE MADE BY DRILLING OR CUTTING.USE OF JACK 8. ASHRAE GUIDELINE 0,THE COMMISSIONING PROCESS PRESSURE GAUGE MONITOR HYDRANT. REQUIREMENTS,AND OTHER TRADES(INCLUDING PLUMBING,HVAC,ELECTRICAL,FIRE ALARM CEILING SUSPENSION ANDHAMMER IS SPECIFICALLY PROHIBITED.PATCH OPENINGS IN AND THROUGH CONCRETE AND MASONRY WITH GROUT. 18.PROVIDE DETAILS OF FLEXIBLE SPRINKLER HOSE FITTING PER MANUFACTURER'S SCHEDULE OF EQUIVALENT FEET TILE SYSTEMS,ETC.),AND PROVIDE MAINTENANCE ACCESS REQUIREMENTS.COORDINATE WITH SUBMITTED 9, ASME-AMERICAN SOCIETY OF MECHANICAL ENGINEERS USED IN HYDRAULIC CALCULATIONS,SHOWING DEVICE LENGTH,MAXIMUM NUMBER OF 90-DEGREE BENDS AND ARCHITECTURAL SYSTEMS(I.E.ROOFING,CEILING AND FINISHES)AND STRUCTURAL SYSTEMS AS SUBMITTED,INCLUDING 9. RESTORE NEW OR EXISTING WORK THAT IS CUT AND/OR DAMAGED TO ORIGINAL CONDITION.PATCH AND REPAIR 10.ASPE-AMERICAN SOCIETY OF PLUMBING ENGINEERS EXPECTED RADIUS OF BENDS. FOOTINGS AND FOUNDATION.IDENTIFY ZONE OF INFLUENCE FROM FOOTINGS AND ENSURE SYSTEMS ARE NOT ROUTED SPECIFICALLY WHERE EXISTING ITEMS HAVE BEEN REMOVED.THIS INCLUDES REPAIRING AND PAINTING WALLS, 11.ASSE-AMERICAN SOCIETY OF SANITARY ENGINEERING 19.PROVIDE A SCHEDULE OF SIGNAGE TO BE INSTALLED AT EACH FLEXIBLE SPRINKLER HOSE FITTING. WITHIN THE ZONE OF INFLUENCE.UNLESS OTHERWISE REQUIRED BY DIVISION 00,PROCUREMENT AND CONTRACTING CEILINGS,ETC.WHERE EXISTING CONDUIT AND DEVICES ARE REMOVED AS PART OF THIS PROJECT.WHERE REQUIREMENTS AND/OR DIVISION 01,GENERAL REQUIREMENTS,DIVISION 23,HVAC TO COMBINE INFORMATION ALTERATIONS DISTURB LAWNS,LANDSCAPING,PAVING,AND WALKS,SURFACES TO BE REPAIRED,REFINISHED AND 12.ASTM-ASTM INTERNATIONAL 20.ON THE DRAWINGS,PROVIDE A LIST OF NUMBER,MODEL,TEMPERATURE,SPRINKLER IDENTIFICATION NUMBER, LEFT IN CONDITION MATCHING EXISTING PRIOR TO COMMENCEMENT OF WORK. 13.AWWA-AMERICAN WATER WORKS ASSOCIATION MANUFACTURER,ORIFICE,DEFLECTOR TYPE,THERMAL SENSITIVITY AND PRESSURE RATING,QUANTITY OF EACH FURNISHED BY OTHER TRADES ONTO MASTER COORDINATION DOCUMENTS. 14.CFR-CODE OF FEDERAL REGULATIONS TYPE TO BE CONTAINED IN THE SPARE SPRINKLER CABINET AND THE ISSUE DATE OR REVISION DATE OF THE LIST." B. PREPARE DRAWINGS AS FOLLOWS: 10.REPAIR MUTILATION OF BUILDING AROUND PIPES,EQUIPMENT,HANGERS,AND BRACES. 21.SPARE SPRINKLER HEAD CABINET SIZE INDICATING THE NUMBER OF SPARE SPRINKLER HEAD TO BE CONTAINED 1. PROVIDE DRAWINGS IN CAD FORMAT.CAD FORMAT RELEASE EQUAL TO DESIGN DOCUMENTS.DRAWINGS TO BE SAME 3.05 EQUIPMENT SELECTION AND SERVICEABILITY 15.EPA-ENVIRONMENTAL PROTECTION AGENCY SHEET SIZE AND SCALE AS CONTRACT DRAWINGS AND INDICATE LOCATION,SIZE AND ELEVATION ABOVE FINISHED A. REPLACE OR REPOSITION EQUIPMENT WHICH IS TOO LARGE OR LOCATED INCORRECTLY TO PERMIT SERVICING AT NO 16.ETL-ELECTRICAL TESTING LABORATORIES THEREIN. FLOOR OF EQUIPMENT AND DISTRIBUTION SYSTEMS. ADDITIONAL COST TO OWNER. 0. SAMPLES:PROVIDE SAMPLES WHEN REQUESTED BY INDIVIDUAL SECTIONS. 17.FCC-FEDERAL COMMUNICATIONS COMMISSION 2. REVIEW AND REVISE,AS NECESSARY,SECTION CUTS IN CONTRACT DRAWINGS AFTER VERIFICATION OF FIELD 3.06 DELIVERY,STORAGE AND HANDLING 18.FM-FM GLOBAL P. RESUBMISSION REQUIREMENTS: CONDITIONS. 1. MAKE ANY CORRECTIONS OR CHANGE IN SUBMITTALS WHEN REQUIRED.PROVIDE SUBMITTALS AS SPECIFIED.THE A. CONFIRM REQUIREMENTS IN DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION 01,GENERAL 19.FM GLOBAL-FM GLOBAL APPROVAL GUIDE3. INDICATE FIRE PROTECTION SYSTEM PIPING INCLUDING FITTINGS,HANGERS,ACCESS PANELS,VALVES,AND BOTTOM REQUIREMENTS.IN ABSENCE OF SPECIFIC REQUIREMENTS,COMPLY WITH INDIVIDUAL DIVISION 21,FIRE SUPPRESSION 20.IAPMO-INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIAL ENGINEER WILL NOT BE REQUIRED TO EDIT AND/OR INTERPRET THE CONTRACTOR'S SUBMITTALS.INDICATE CHANGES OF PIPE ELEVATIONS ABOVE FINISHED FLOOR. SECTIONS AND THE FOLLOWING: FOR THE RESUBMITTAL IN A COVER LETTER WITH REFERENCE TO PAGE(S)CHANGED AND REFERENCE RESPONSE TO 21.ICC-INTERNATIONAL CODE COUNCIL COMMENT.CLEARLY INDICATE CHANGES ON DRAWINGS AND CLOUD CHANGES IN THE SUBMITTALS. 4. INDICATE INVERTS AND PROVISION FOR PIPING THAT MUST BE GRADED TO HAVE RIGHT-OF-WAY OVER MORE 1. HANDLE MATERIALS DELIVERED TO PROJECT SITE WITH CARE TO AVOID DAMAGE AND DETERIORATION.STORE 22.IEC-INTERNATIONAL ELECTROTECHNICAL COMMISSION 2. RESUBMIT FOR REVIEW UNTIL REVIEW INDICATES NO EXCEPTIONS TAKEN OR MAKE"CORRECTIONS AS NOTED". FLEXIBLE ITEM.DRAWINGS ALSO TO INDICATE PROPOSED CEILING GRID AND LIGHTING LAYOUT AS SHOWN ON MATERIALS IN ORIGINAL CONTAINERS WHICH IDENTIFY MANUFACTURER,NAME,BRAND AND MODEL NUMBERS ON SITE 23.ICC-ESR-INTERNATIONAL CODE COUNCIL EVALUATION SERVICE REPORTS ELECTRICAL DRAWINGS,ARCHITECTURAL REFLECTED CEILING DRAWINGS AND HVAC EQUIPMENT,DUCTWORK AND INSIDE BUILDING OR PROTECTED FROM WEATHER,SUN,DIRT AND CONSTRUCTION DUST.INSULATION AND LINING W Q. OPERATION AND MAINTENANCE MANUALS/OWNER'S INSTRUCTIONS: PIPING.DRAWINGS TO INDICATE PROPOSED AND IDENTIFIED STRUCTURAL MEMBERS TO WHICH HANGERS AND SWAY THAT BECOMES WET FROM IMPROPER STORAGE AND HANDLING TO BE REPLACED BEFORE INSTALLATION.PRODUCTS 24.HI-HYDRAULIC INSTITUTE STANDARDS 1. SUBMIT,AT ONE TIME,ELECTRONIC FILES(PDF FORMAT)OF MANUFACTURER'S OPERATION AND MAINTENANCE BRACES WILL BE ATTACHED AS SHOWN ON STRUCTURAL DRAWINGS. AND/OR MATERIALS THAT BECOME DAMAGED DUE TO WATER,DIRT AND/OR DUST AS A RESULT OF IMPROPER 25.150-INTERNATIONAL ORGANIZATION FOR STANDARDIZATION INSTRUCTION MANUALS AND PARTS LISTS FOR EQUIPMENT OR ITEM REQUIRING SERVICING.INCLUDE VALVE CHARTS. 5. INCORPORATE ADDENDA ITEM AND CHANGE ORDERS. STORAGE TO BE REPLACED BEFORE INSTALLATION. 26.MSS-MANUFACTURERS STANDARDIZATION SOCIETY SUBMIT DATA WHEN WORK IS SUBSTANTIALLY COMPLETE AND IN SAME ORDER FORMAT AS SUBMITTALS.INCLUDE 6. PROVIDE ADDITIONAL COORDINATION AS REQUESTED BY OTHER TRADES. 2. PROTECT EQUIPMENT AND PIPE TO AVOID DAMAGE.CLOSE PIPE OPENINGS WITH CAPS OR PLUGS.KEEP MOTORS AND 27.NEC-NATIONAL ELECTRIC CODE NAME AND LOCATION OF SOURCE PARTS AND SERVICE FOR EACH PIECE OF EQUIPMENT. BEARINGS IN WATERTIGHT AND DUSTPROOF COVERS DURING ENTIRE COURSE OF INSTALLATION. 28.NEMA-NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION a. INCLUDE COPIES OF CERTIFICATES OF CODE AUTHORITY ACCEPTANCE,CODE-REQUIRED ACCEPTANCE TESTS; C. ADVISE ARCHITECT IN EVENT CONFLICT OCCURS IN LOCATION OR CONNECTION OF EQUIPMENT.BEAR COSTS RESULTING TEST REPORTS AND CERTIFICATES. FROM FAILURE TO PROPERLY COORDINATE INSTALLATION OR FAILURE TO ADVISE ARCHITECT OF CONFLICT. 3. PROTECT BRIGHT FINISHED SHAFTS,BEARING HOUSINGS AND SIMILAR ITEM UNTIL IN SERVICE. 29.NFPA-NATIONAL FIRE PROTECTION ASSOCIATION: D. VERIFY IN FIELD EXACT SIZE,LOCATION,INVERT,AND CLEARANCES REGARDING EXISTING MATERIAL,EQUIPMENT AND 3.07 DEMONSTRATION a. NFPA 13-STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS b. INCLUDE WARRANTY PER DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION 01, APPARATUS,AND ADVISE ARCHITECT OF DISCREPANCIES BETWEEN THAT INDICATED ON DRAWINGS AND THAT EXISTING A. CONFIRM DEMONSTRATION REQUIREMENTS IN DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS AND b. NFPA 25-STANDARD FOR INSPECTION,TESTING,AND MAINTENANCE OF WATER-BASED FIRE PROTECTION GENERAL REQUIREMENTS,SECTION 21 00 00,FIRE SUPPRESSION BASIC REQUIREMENTS AND INDIVIDUAL IN FIELD PRIOR TO INSTALLATION RELATED THERETO. DIVISION 01,GENERAL REQUIREMENTS,SECTION 21 00 00,FIRE SUPPRESSION BASIC REQUIREMENTS AND INDIVIDUAL SECTIONS. SYSTEMS c. CATALOG DESCRIPTION OF EACH ITEM OF EQUIPMENT ACTUALLY INSTALLED ON JOB. E. SUBMIT FINAL COORDINATION DRAWINGS WITH CHANGES AS RECORD DRAWINGS AT COMPLETION OF PROJECT. DIVISION 21,FIRE SUPPRESSION SECTIONS. c. NFPA 70-NATIONAL ELECTRICAL CODE PART 2-PRODUCTS B. UPON COMPLETION OF WORK AND ADJUSTMENT OF EQUIPMENT AND TEST SYSTEMS,DEMONSTRATE TO OWNER'S d. NFPA 72-NATIONAL FIRE ALARM AND SIGNALING CODE d. INSTRUCTIONS FOR OPERATION AND MAINTENANCE OF FIRE SUPPRESSION SYSTEMS COMPOSED OF OPERATING INSTRUCTIONS,MAINTENANCE INSTRUCTIONS AND MANUFACTURER'S LITERATURE AS FOLLOWS: 2.01 MANUFACTURERS AUTHORIZED REPRESENTATIVE,ARCHITECT AND ENGINEER THAT EQUIPMENT FURNISHED AND INSTALLED OR 30.NRCA-NATIONAL ROOFING CONTRACTORS ASSOCIATION CONNECTED UNDER PROVISIONS OF THESE SPECIFICATIONS FUNCTIONS IN MANNER REQUIRED.PROVIDE FIELD 1) TESTING AND MAINTENANCE SCHEDULE CHART:PROVIDE AN 8-1/2-BY 11-INCH TYPEWRITTEN LIST OF EACH A. ARTICLES,FIXTURES,AND EQUIPMENT OF A KIND TO BE STANDARD PRODUCT OF ONE MANUFACTURER,INCLUDING BUT 31.NSF-NATIONAL SANITATION FOUNDATION ITEM OF INSTALLED EQUIPMENT REQUIRING TESTING INSPECTION,LUBRICATION OR SERVICE,DESCRIBING AND NOT LIMITED TO SPRINKLER HEADS,PIPE,FITTINGS,HANGERS AND BRACING MATERIALS. INSTRUCTION TOE OWNER'S BASICMREQUIREMENTS STAFF ANDAINDIVIDUAL ED IN DIVISION 01,IGENERAL REQUIREMENTS,IONTIONSECTION 21 00 32.OSHA-OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION SCHEDULING PERFORMANCE OF MAINTENANCE. 00,FIRE SUPPRESSION REQUIREMENTS DIVISION 21,FIRE SUPPRESSION SECTIONS. 2.02 STANDARDS OF MATERIALS AND WORKMANSHIP C. MANUFACTURER'S FIELD SERVICES:FURNISH SERVICES OF A QUALIFIED PERSON AT TIME APPROVED BY OWNER TO 33.SMACNA-SHEET METAL AND AIR CONDITIONING CONTRACTORS'NATIONAL ASSOCIATION,INC. 2) MANUFACTURER'S LITERATURE:PROVIDE COPIES OF MANUFACTURER'S INSTRUCTIONS FOR OPERATION AND A. BASE CONTRACT UPON FURNISHING MATERIALS AS SPECIFIED.MATERIALS,EQUIPMENT,AND FIXTURES USED FOR INSTRUCT MAINTENANCE PERSONNEL,CORRECT DEFECTS OR DEFICIENCIES,AND DEMONSTRATE TO SATISFACTION OF 34.TIMA-THERMAL INSULATION MANUFACTURERS ASSOCIATION MAINTENANCE OF FIRE SUPPRESSION EQUIPMENT,INCLUDING REPLACEMENT PARTS LIST WITH NAME AND CONSTRUCTION ARE TO BE NEW,LATEST PRODUCTS AS LISTED IN MANUFACTURER'S PRINTED CATALOG DATA AND ARE OWNER THAT ENTIRE SYSTEM IS OPERATING IN SATISFACTORY MANNER AND COMPLIES WITH REQUIREMENTS OF OTHER 35.UL-UNDERWRITERS LABORATORIES INC. ADDRESS OF NEAREST DISTRIBUTOR.MARK EACH COPY WITH EQUIPMENT IDENTIFICATION LABEL AS LISTED IN TO BE UL,ETL,FM,AND ICC-ES APPROVED FOR THEIR INTENDED FIRE PROTECTION FUNCTION OR HAVE ADEQUATE TRADES THAT MAY BE REQUIRED TO COMPLETE WORK.COMPLETE INSTRUCTION AND DEMONSTRATION PRIOR TO FINAL D. SEE DIVISION 21,FIRE SUPPRESSION INDIVIDUAL SECTIONS FOR ADDITIONAL REFERENCES. EQUIPMENT SCHEDULE,I.E.F-5 ETC, APPROVAL OR BE ACCEPTABLE BY STATE,COUNTY,AND CITY AUTHORITIES. JOB SITE OBSERVATIONS. 1.08SUBMITTALS e. INCLUDE PRODUCT CERTIFICATES OF WARRANTIES AND GUARANTEES. B. NAMES AND MANUFACTURER'S NAMES DENOTE CHARACTER AND QUALITY OF EQUIPMENT DESIRED AND ARE NOT TO BE D. PRIOR TO ACCEPTANCE OF WORK AND DURING TIME DESIGNATED BY ARCHITECT,PROVIDE NECESSARY QUALIFIED A. SEE DIVISION 01,GENERAL REQUIREMENTS FOR SUBMITTAL PROCEDURES AS WELL AS SPECIFIC INDIVIDUAL DIVISION 21, f. INCLUDE RECORD DRAWINGS, CONSTRUED AS LIMITING COMPETITION. PERSONNEL TO OPERATE SYSTEM FOR A PERIOD OF TWO HOURS. FIRE SUPPRESSION SECTIONS. g. INCLUDE COPY OF WATER SUPPLY FLOW TEST USED AS BASIS FOR HYDRAULIC CALCULATIONS. C. HAZARDOUS MATERIALS: E. INSTRUCT THE OWNER IN THE OPERATION OF THE SPRINKLER SYSTEM,INCLUDING MAIN VALVE POSITION(OPEN OR B. PROVIDE DRAWINGS IN FORMAT AND SOFTWARE RELEASE EQUAL TO THE DESIGN DOCUMENTS.DRAWINGS TO BE THE h. INCLUDE HYDRAULIC CALCULATIONS AND SWAY BRACE CALCULATIONS. 1. COMPLY WITH LOCAL,STATE OF OREGON,AND FEDERAL REGULATIONS RELATING TO HAZARDOUS MATERIALS. CLOSED)RECOGNITION,SYSTEM DRAINAGE,SYSTEM TESTING,DRY PIPE VALVE RESET AND THE RELATION TO THE FIRE SAME SHEET SIZE AND SCALE AS THE CONTRACT DOCUMENTS. i. INCLUDE CONTRACTOR'S MATERIAL AND TEST CERTIFICATES FOR ABOVEGROUND PIPING/UNDERGROUND PIPING. 2. COMPLY WITH DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION 01,GENERAL ALARM SYSTEM. C. "NO EXCEPTION TAKEN"CONSTITUTES THAT REVIEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT j. INCLUDE A COPY OF NFPA 25. REQUIREMENTS FOR THIS PROJECT RELATING TO HAZARDOUS MATERIALS. F. UPON COMPLETION OF WORK AND ADJUSTMENT OF EQUIPMENT,TEST SYSTEMS TO DEMONSTRATE TO OWNER'S EXPRESSED IN THE CONTRACT DOCUMENTS FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH k. INCLUDE A COPY OF VALVE CHARTS AND WHETHER NORMALLY OPEN OR NORMALLY CLOSED. 3. DO NOT USE ANY MATERIALS CONTAINING A HAZARDOUS SUBSTANCE.IF HAZARDOUS MATERIALS ARE AUTHORIZED REPRESENTATIVE AND ARCHITECT THAT EQUIPMENT IS FURNISHED AND INSTALLED OR CONNECTED UNDER INFORMATION GIVEN.ANY ACTION IS SUBJECT TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.CONTRACTOR IS I. INCLUDE A COPY OF DRAIN,AUXILIARY,AND LOW POINT DRAINS CHARTS. ENCOUNTERED,DO NOT DISTURB;IMMEDIATELY NOTIFY OWNER AND ARCHITECT.HAZARDOUS MATERIALS WILL BE PROVISIONS OF THESE SPECIFICATIONS. SHEET t N D EX RESPONSIBLE FOR THE DIMENSIONS AND QUANTITY AND WILL CONFIRM AND CORRELATE AT THE JOB SITE,FABRICATION m. INCLUDE A COPY OF THE LIST TO BE INCLUDED IN THE SPARE SPRINKLER HEAD BOX. REMOVED BY OWNER UNDER SEPARATE CONTRACT. 3.08 CLEANING PROCESSES AND TECHNIQUES OF CONSTRUCTION,COORDINATION OF THE WORK WITH THAT OF ALL OTHER TRADES, n. INCLUDE COPY OF APPROVED SUBMITTAL DATA ALONG WITH SUBMITTAL REVIEW LETTERS RECEIVED FROM PART 3-EXECUTION A. CONFIRM CLEANING REQUIREMENTS IN DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION FP0.1 SPECIFICATIONS-FIRE PROTECTION AND THE SATISFACTORY PERFORMANCE OF THE WORK. ENGINEER.DATA TO CLEARLY INDICATE INSTALLED EQUIPMENT MODEL NUMBERS.DELETE OR CROSS OUT DATA 3.01 ACCESSIBILITY AND INSTALLATION 01,GENERAL REQUIREMENTS,SECTION 21 00 00,FIRE SUPPRESSION BASIC REQUIREMENTS AND INDIVIDUAL DIVISION 21, - SPECIFICATIONS D. PROVIDE PRODUCT SUBMITTALS AND SHOP DRAWINGS IN ELECTRONIC FORMAT ONLY.ELECTRONIC FORMAT MUST BE PERTAINING TO OTHER EQUIPMENT NOT SPECIFIC TO THIS PROJECT. A. CONFIRM ACCESSIBILITY AND INSTALLATION REQUIREMENTS IN DIVISION 00,PROCUREMENT AND CONTRACTING FIRE SUPPRESSION SECTIONS. FP0.2 SPECIFICATIONSFIRE PROTECTION SUBMITTED VIA ZIP FILE VIA E-MAIL.FOR ELECTRONIC FORMAT,PROVIDE ONE FILE PER DIVISION CONTAINING ONE a. INCLUDE COPY OF MANUFACTURER'S STANDARD OPERATIONS AND MAINTENANCE FOR EQUIPMENT.AT FRONT OF REQUIREMENTS,DIVISION 01,GENERAL REQUIREMENTS,SECTION 21 00 00,FIRE SUPPRESSION BASIC REQUIREMENTS B. UPON COMPLETION OF INSTALLATION,EXCEPT FOR SPRINKLERS,THOROUGHLY CLEAN EXPOSED PORTIONS OF FP0.3 SPECIFICATIONS-FIRE PROTECTION FIRE PROTECTION BOOKMARKED PDF FILE WITH EACH BOOKMARK CORRESPONDING TO EACH SPECIFICATION SECTION.ARRANGE EACH TAB,PROVIDE ROUTINE MAINTENANCE DOCUMENTATION FOR SCHEDULED EQUIPMENT.INCLUDE AND INDIVIDUAL DIVISION 21,FIRE SUPPRESSION SECTIONS. EQUIPMENT,REMOVING TEMPORARY LABELS AND TRACES OF FOREIGN SUBSTANCES.THROUGHOUT WORK,REMOVE BOOKMARKS IN ASCENDING ORDER OF SPECIFICATION SECTION NUMBER.INDIVIDUAL SUBMITTALS SENT PIECEMEAL IN A MANUFACTURER'S RECOMMENDED MAINTENANCE SCHEDULE AND HIGHLIGHT MAINTENANCE REQUIRED TO B. INSTALL EQUIPMENT REQUIRING ACCESS(I.E.DRAINS,CONTROL OPERATORS,VALVES,MOTORS,ENGINES,PUMPS, CONSTRUCTION DEBRIS AND SURPLUS MATERIALS ACCUMULATED DURING WORK. PER SPECIFICATION SECTION METHOD WILL BE RETURNED WITHOUT REVIEW OR COMMENT.COPY ARCHITECT ON ALL MAINTAIN WARRANTY.FURNISH LIST OF ROUTINE MAINTENANCE PARTS,INCLUDING PART NUMBERS,SIZES,AND TRANSMISSIONS/SUBMISSIONS. CONTROLLERS,AIR COMPRESSORS,GAUGES,FILL CUPS,TANKS,CLEANOUTS AND THE LIKE)SO THAT THEY MAY BE C. SPRINKLERS MAY NOT BE CLEANED EXCEPT FOR VACUUMING IN A MANNER IN WHICH NO PART OF THE SPRINKLER IS QUANTITIES RELEVANT TO EACH PIECE OF EQUIPMENT:I.E.BELTS,MOTORS,LUBRICANTS,AND FILTERS. SERVICED,RESET,REPLACED OR RECALIBRATED BY SERVICE PEOPLE WITH NORMAL SERVICE TOOLS AND EQUIPMENT. TOUCHED BY THE VACUUMING EQUIPMENT.REPLACE SPRINKLERS WHICH BEAR TRACES OF FOREIGN SUBSTANCES WITH E. SUBMIT SHOP DRAWINGS,CALCULATIONS AND PRODUCT DATA SHEETS AS ONE COMPLETE STAND-ALONE PACKAGE TO p. INCLUDE COPY OF COMPLETE PARTS LIST FOR EQUIPMENT.INCLUDE AVAILABLE EXPLODED VIEWS OF ASSEMBLIES DO NOT INSTALL EQUIPMENT IN OBVIOUS PASSAGEWAYS,DOORWAYS,SCUTTLES OR CRAWLSPACES WHICH WOULD SPRINKLERS OF SAME MODEL,TEMPERATURE,K-FACTOR,ORIFICE,FINISH,STYLE,ORIENTATION,AND THE LIKE. AHJ,OWNER'S INSURANCE UNDERWRITER AND ENGINEER. AND SUB-ASSEMBLIES. IMPEDE OR BLOCK INTENDED USAGE. F. PRODUCT DATA:PROVIDE MANUFACTURER'S DESCRIPTIVE LITERATURE FOR PRODUCTS SPECIFIED IN DIVISION 21,FIRE q. INCLUDE COPY OF STARTUP AND TEST REPORTS SPECIFIC TO EACH PIECE OF EQUIPMENT. C. INSTALL EQUIPMENT AND PRODUCTS COMPLETE AS DIRECTED BY MANUFACTURER'S INSTALLATION INSTRUCTIONS. SUPPRESSION SECTIONS, r. ENGINEER WILL RETURN INCOMPLETE DOCUMENTATION WITHOUT REVIEW.ENGINEER WILL PROVIDE ONE SET OF OBTAIN INSTALLATION INSTRUCTIONS FROM MANUFACTURER PRIOR TO ROUGH-IN OF EQUIPMENT AND EXAMINE \ G. IDENTIFY/MARK EACH SUBMITTAL IN DETAIL.NOTE WHAT DIFFERENCES,IF ANY,EXIST BETWEEN THE SUBMITTED ITEM REVIEW COMMENTS IN SUBMITTAL REVIEW FORMAT.CONTRACTOR MUST ARRANGE FOR ADDITIONAL REVIEWS; INSTRUCTIONS THOROUGHLY.WHEN REQUIREMENTS OF INSTALLATION INSTRUCTIONS CONFLICT WITH CONTRACT AND THE SPECIFIED ITEM.FAILURE TO IDENTIFY THE DIFFERENCES WILL BE CONSIDERED CAUSE FOR DISAPPROVAL.IF CONTRACTOR TO BEAR COSTS FOR ADDITIONAL REVIEWS AT ENGINEER'S HOURLY RATES. DOCUMENTS,REQUEST CLARIFICATION FROM ARCHITECT PRIOR TO PROCEEDING WITH INSTALLATION.THIS INCLUDES �/"' DIFFERENCES ARE NOT IDENTIFIED AND/OR NOT DISCOVERED DURING THE SUBMITTAL REVIEW PROCESS,CONTRACTOR 2. THOROUGHLY INSTRUCT OWNER IN PROPER OPERATION OF EQUIPMENT AND SYSTEMS.WHERE NOTED IN INDIVIDUAL PROPER INSTALLATION METHODS,SEQUENCING,AND COORDINATION WITH OTHER TRADES AND DISCIPLINES. /�* INTERFACE REMAINS RESPONSIBLE FOR PROVIDING EQUIPMENT AND MATERIALS THAT MEET THE SPECIFICATIONS AND DRAWINGS. 4 - i t !`e rdcoo✓ �'14111:' �� E N G I N E E R f N G SECTIONS,TRAINING WILL INCLUDE CLASSROOM INSTRUCTION WITH APPLICABLE TRAINING AIDS AND SYSTEMS D. FIRESTOPPING; 1. LABEL SUBMITTAL TO MATCH NUMBERING/REFERENCES AS SHOWN IN CONTRACT DOCUMENTS.HIGHLIGHT AND LABEL DEMONSTRATIONS.FIELD INSTRUCTION PER SECTION 21 00 00,FIRE SUPPRESSION BASIC REQUIREMENTS,ARTICLE 1. CONFIRM FIRESTOPPING REQUIREMENTS IN DIVISION 07,THERMAL AND MOISTURE PROTECTION. u h rm.! APPLICABLE INFORMATION TO INDIVIDUAL EQUIPMENT OR CROSS OUT/REMOVE EXTRANEOUS DATA NOT APPLICABLE TITLED"DEMONSTRATION". ,r' - } PROJECT 2019 0641 2. IN ABSENCE OF SPECIFIC REQUIREMENTS,COMPLY WITH INDIVIDUAL DIVISION 21,FIRE SUPPRESSION SECTIONS AND Not .art of TO SUBMITTED MODEL.CLEARLY NOTE OPTIONS AND ACCESSORIES TO BE PROVIDED,INCLUDING FIELD INSTALLED 3. COPIES OF CERTIFICATES OF CODE AUTHORITY INSPECTIONS,ACCEPTANCE,CODE REQUIRED ACCEPTANCE TESTS, COORDINATE LOCATION AND PROTECTION LEVEL OF FIRE AND/OR SMOKE RATED WALLS,CEILINGS,AND FLOORS. r CONTACT Jonathan Velasquez ITEM.HIGHLIGHT CONNECTIONS BY/TO OTHER TRADES. FPO1 LETTER OF CONFORMANCE AND OTHER SPECIAL GUARANTEES,CERTIFICATES OF WARRANTIES,SPECIFIED WHEN THESE ASSEMBLIES ARE PENETRATED,SEAL AROUND PIPING,DUCTWORK AND EQUIPMENT WITH APPROVED 100 SW Main Street,Suite 1600 � 2. INCLUDE TECHNICAL DATA,INSTALLATION INSTRUCTIONS AND DIMENSIONED DRAWINGS FOR PRODUCTS,EQUIPMENT ELSEWHERE OR INDICATED ON DRAWINGS. FIRESTOPPING MATERIAL.INSTALL FIRESTOPPING MATERIAL COMPLETE AS DIRECTED BY MANUFACTURER'S Portland,OR 97204 - AND DEVICES INSTALLED,FURNISHED OR PROVIDED.REFERENCE DIVISION 21,FIRE SUPPRESSION SPECIFICATION R. RECORD DRAWINGS: INSTALLATION INSTRUCTIONS.MEET REQUIREMENTS OF ASTM INTERNATIONAL E814,STANDARD TEST METHOD FOR TEL 503.382.2266 www.interfaceeng ineering.corn FILE 02019-0641 41 FPOC1 d\phasso iM 3 DWGty\O641f g9 'fp 3E�ECIIT//25i 2 )0:42:22 Zai s 5:18 PM BY KAYLAA PLOT: 12/5/2019 5:18 PM BY KAYLA AHNEN ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER ;TANGE ASSOCIATES ARCHITECTS,INC. . b. AFTER INSTALLATION,MAKE PROPER ADJUSTMENTS TO REDUCE NOISE AND VIBRATION TO ACCEPTABLE LEVELS b. FM GLOBAL APPROVED. HORIZONTAL ROUTES IN SOLID PARTITIONS,F,XCEPT WHERE APPROVED. 3.09 INSTALLATION AS DEFINED BY ARCHITECT. 8. GENERAL ELECTRICAL EQUIPMENT CLEARANCES:DO NOT ROUTE PIPING THROUGH ELECTRICAL ROOMS, E. ANTI-MICROBIAL COATING:FACTORY-APPLIED COATING TO INHIBIT CORROSION FROM MICROBIOLOGICAL ORGANISMS. _. - A. CONFIRM INSTALLATION REQUIREMENTS IN DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS AND c. IN ACOUSTICALLY SENSITIVE AREAS,DESIGN SYSTEM IN A MANNER THAT MINIMIZES THE NUMBER OF WALL TRANSFORMER VAULTS,ELEVATOR EQUIPMENT ROOMS AND OTHER ELECTRICAL OR ELECTRONIC EQUIPMENT DIVISION 01,GENERAL REQUIREMENTS,SECTION 21 00 00,FIRE SUPPRESSION BASIC REQUIREMENTS AND INDIVIDUAL PENETRATIONS. 2.04 WALL AND FLOOR PENETRATIONS AND SLEEVES SPACES AND ENCLOSURES.DO NOT ROUTE PIPING ABOVE ELECTRIC POWER OR LIGHTING PANEL,SWITCHGEAR,LOW DIVISION 21,FIRE SUPPRESSION SECTIONS. 1.06WARRANTY A. BELOW GRADE AND HIGH WATER TABLE AREAS:WATERPROOF ELASTOMERIC COMPOUND. VOLTAGE PANEL,OR SIMILAR ELECTRIC DEVICE. B. INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS,PLUMB AND LEVEL AND A. WARRANTY OF MATERIALS AND WORKMANSHIP AS REQUIRED BY SECTION 21 00 00,FIRE SUPPRESSION BASIC 2.05 SWITCHES,VALVE SUPERVISORY 9. ROOMS PROTECTED BY ALTERNATIVE SYSTEMS:ROUTE WATER FILLED AND DRY SYSTEM PIPING AROUND ROOMS FIRMLY ANCHORED TO VIBRATION ISOLATORS.MAINTAIN MANUFACTURER'S RECOMMENDED CLEARANCES. REQUIREMENTS AND DIVISION 01,GENERAL REQUIREMENTS. A. PROVIDE TO MOUNT ON APPLICABLE,COMPATIBLE VALVE(OS&Y GATE,OR Ply),WITH SPDT SWITCHES TO MATCH PROTECTED BY PRE-ACTION SYSTEMS,CLEAN AGENT SYSTEMS,GASEOUS SUPPRESSION SYSTEMS AND OTHER C. START-UP EQUIPMENT,IN ACCORDANCE WITH MANUFACTURER'S START-UP INSTRUCTIONS,IN THE PRESENCE OF REQUIREMENTS OF FIRE ALARM SYSTEM.PROVIDE WITH COVER TAMPER SWITCH WHERE REQUIRED BY AHJ. ALTERNATIVE FIRE SUPPRESSION SYSTEMS. MANUFACTURER'S REPRESENTATIVE.TEST CONTROLS AND DEMONSTRATE COMPLIANCE WITH REQUIREMENTS. 1.07FLOW TEST 10.INSTALL PIPE RUNS TO MINIMIZE OBSTRUCTION N T OTHER WORK. REPLACE DAMAGED OR MALFUNCTIONING CONTROLS AND EQUIPMENT.PROVIDE PUMP IMPELLERS TO OBTAIN BASIS OF A. IF FLOW TEST INFORMATION PROVIDED BELOW HAS BEEN CONDUCTED LESS THAN 12 MONTHS PRIOR TO WORKING PLAN 2.06 SWITCHES,WATER DETECTOR DESIGN DESIGN CAPACITIES. SUBMITTAL,UTILIZE FOR DESIGN OF NFPA 13 FIRE SPRINKLER AND NFPA 14 STANDPIPE SYSTEMS. A. PROVIDE WITH COVER TAMPER SWITCH WHERE REQUIRED BY AHJ. 11.PITCH ALL NESRY AND PRE-ACTION SYSTEMNPIPINGHRO1/H BOH PERM AND FOR MAIES AND 1/2-INCH PER 10-FEET FOR BRANCH LINES,INCLUDING PIPE PASSING THROUGH BOTH WARM AND COLD AREAS. D. PROVIDE MISCELLANEOUS SUPPORTS/METALS REQUIRED FOR INSTALLATION OF EQUIPMENT AND PIPING. B. IF FLOW TEST INFORMATION PROVIDED BELOW HAS BEEN CONDUCTED GREATER THAN 12 MONTHS PRIOR TO WORKING B. WATER FLOW SWITCHES: B. COUPLINGS: _ 3.10 PAINTING PLAN SUBMITTAL,THE INFORMATION PROVIDED IS ADVISORY ONLY AND NOT TO BE USED FOR DESIGN. PROVIDE 1. VANE-TYPE;SPDT SWITCHES;ELECTRONIC RETARD,ADJUSTABLE TIME DELAY(0 TO 75 SECONDS). 1. INSTALL WHERE INDICATED ON DRAWINGS AND ON EACH SIDE OF PIECES OF EQUIPMENT TO PERMIT EASY REMOVAL =N. N MATERIALS AND LABOR FOR A NEW WATER SUPPLY TEST ON THE CLOSEST NEARBY FIRE HYDRANTS PER NFPA 13 AND 2. WET SPRINKLER SYSTEMS,NFPA 13:450 PSI,18-FEET PER SECOND,4-10 GPM. OF EQUIPMENT. A. CONFIRM REQUIREMENTS IN DIVISION 01,GENERAL REQUIREMENTS AND DIVISION 09,FINISHES.IN ABSENCE OF SPECIFIC NFPA 291.UTILIZE NEW FLOW TEST RESULTS FOR DESIGN OF NFPA 13 FIRE SPRINKLER AND NFPA 14 STANDPIPE j /11 REQUIREMENTS,COMPLY WITH INDIVIDUAL DIVISION 21,FIRE SUPPRESSION SECTIONS AND THE FOLLOWING: SYSTEMS. C. PRESSURE OPERATED ALARM SWITCHES:PRESSURE ACTUATED WITH SPDT ELECTRICAL SWITCHES AND ADJUSTABLE 2. DEBURR CUT EDGES. /I` +) r/ V1 1. FERROUS METAL:AFTER COMPLETION OF FIRE PROTECTION WORK,THOROUGHLY CLEAN AND PAINT EXPOSED C. FLOW TEST: TIME DELAY(0 TO 75 SECONDS). C. PIPE PENETRATIONS:WIRE PIPE CUTOUT COUPON AT POINT OF PIPE PENETRATION. "Jul • SUPPORTS CONSTRUCTED OF FERROUS METAL SURFACES,I.E.,HANGERS,HANGER RODS,EQUIPMENT STANDS,WITH 2.07 HANGERS AND SUPPORTS l� ONE COAT OF BLACK ASPHALT VARNISH FOR EXTERIOR OR BLACK ENAMEL FOR INTERIOR,SUITABLE FOR HOT 1. FLOW:1520 GPM AT A RESIDUAL PRESSURE OF 82 PSI. D. PIPE AND PIPE FITTINGS: (/ J c O -}- SURFACES. 2. STATIC PRESSURE:98 PSI. A. GENERAL:SELECT SIZE OF HANGERS AND SUPPORTS TO EXACTLY FIT PIPE SIZE FOR BARE PIPING. 1. EXPANSION AND FLEXIBILITY:INSTALL WORK WITH DUE REGARD FOR EXPANSION AND CONTRACTION TO PREVENT L. 2. AFTER ACCEPTANCE BY AHJ,IN A MECHANICAL ROOM,ON ROOF OR OTHER EXPOSED AREAS,MACHINERY AND 3. LOCATION:SOUTH SIDE OF OLD ALBERTSONS. B. HANGERS:FERROUS. DAMAGE TO THE PIPING,EQUIPMENT,BUILDING AND ITS CONTENTS.PROVIDE PIPING OFFSETS,LOOPS,APPROVED 0 0 g 0 EQUIPMENT NOT PAINTED WITH ENAMEL TO RECEIVE TWO COATS OF PRIMER AND ONE COAT OF RUSTPROOF C. HANGER RODS:ZINC ELECTROPLATED CARBON STEEL. TYPE EXPANSION JOINTS,SWAY BRACING,WIRE RESTRAINTS,VERTICAL RESTRAINTS,FLEXIBLE COUPLINGS OR ENAMEL,COLORS AS SELECTED BY ARCHITECT. 4. ELEVATION:150 FT. OTHER MEANS TO CONTROL PIPE MOVEMENT AND TO MINIMIZE PIPE FORCES. (L'-'� 3. STRUCTURAL STEEL:REPAIR DAMAGE TO STRUCTURAL STEEL FINISHES OR FINISHES OF OTHER MATERIALS 5. DATE:06/22/2016. D. FINISHES:USE HANGERS AND SUPPORTS WITH GALVANIZED METALLIC COATINGS FOR PIPING AND EQUIPMENT THAT WILL IF2. COORDINATE SUPPORT OF PIPE 4-INCHES AND LARGER WITH STRUCTURAL ENGINEER. L./ 6. INFORMATION PROVIDED BY:WYATT FIRE PROTECTION,INC. NOT HAVE FIELD APPLIED FINISH. DAMAGED BY CUTTING,WELDING OR PATCHING TO MATCH ORIGINAL. 3. PROVIDE CLEARANCES AROUND PIPING PER NFPA 13. E. MATERIALS: 0 4. PIPING:CLEAN,PRIMER COAT AND PAINT EXPOSED PIPING ON ROOF OR AT OTHER EXTERIOR LOCATIONS WITH TWO 1.08SYSTEM IMPAIRMENT 4. INSTALL DRY AND PRE-ACTION WELDED PIPE WITH WELDS FACING VERTICALLY UP,OR WHERE THIS IS NOT POSSIBLE, COATS PAINT SUITABLE FOR METALLIC SURFACES AND EXTERIOR EXPOSURES.COLOR SELECTED BY ARCHITECT. A. WHEN RETURNING A WATER-BASED FIRE PROTECTION SYSTEM TO SERVICE AFTER IMPAIRMENT OR CONTROL VALVE 1• USE CARBON STEEL PIPE HANGERS AND SUPPORTS,METAL TRAPEZE PIPE HANGERS AND ATTACHMENTS FOR AS CLOSE AS POSSIBLE TO VERTICAL BETWEEN 46 DEGREES AND 234 DEGREES.INTENT IS TO MINIMIZE CORROSION 0 0 GENERAL SERVICE APPLICATIONS. S` 5. COVERS:COVERS SUCH AS VAULT COVERS AND THE LIKE WILL BE FURNISHED WITH FINISHES WHICH RESIST CLOSURE,VERIFY THE SYSTEM IS IN WORKING ORDER BY PERFORMING A MAIN DRAIN TEST PER NFPA 25. CAUSED BY MOISTURE IN THE BOTTOM OF PIPES. CORROSION AND RUST. PART 2-PRODUCTS 2. USE STAINLESS STEEL HANGERS,RODS AND ATTACHMENTS FOR CORROSIVE ENVIRONMENT APPLICATIONS. 3.03 WALL AND FLOOR PENETRATIONS AND SLEEVES nf� EXAMPLES OF CORROSIVE ENVIRONMENT APPLICATIONS INCLUDE,BUT ARE NOT LIMITED TO:SWIMMING POOLS AND > 1S-- OL 3.11 ACCEPTANCE 2.01 MANUFACTURERS SPAS,POOL AND SPA EQUIPMENT ROOMS AND ADJACENT AREAS,CHEMICAL ROOMS,KIDNEY DIALYSIS AREAS, A. ESCUTCHEONS:INSTALL ON EXPOSED PIPES PASSING THROUGH WALLS OR FLOORS. 5 A. CONFIRM REQUIREMENTS IN DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION 01,GENERAL A. JOINT RESTRAINTS:STAR PIPE PRODUCTS,TYLER PIPE CO.,EBAA IRON,UNI-FLANGE CORP.,UNION FOUNDRY CO.,UNITED MARINE AND BEACH ENVIRONMENTS,COMMERCIAL LAUNDRIES AND THE LIKE. 1. PIPE SLEEVES:LAY OUT WORK IN ADVANCE OF POURING CONCRETE AND FURNISH AND SET SLEEVES NECESSARY TO 00 REQUIREMENTS.IN ABSENCE OF SPECIFIC REQUIREMENTS,COMPLY WITH INDIVIDUAL SECTIONS IN DIVISION 21,FIRE STATES PIPE AND FOUNDRY CO.,OR APPROVED EQUIVALENT. F. ANTI-SCRATCH PADDING:USE PADDED HANGERS FOR PIPING SUBJECT TO SCRATCHING. COMPLETE WORK. L. -x '� SUPPRESSION AND THE FOLLOWING: B. ABOVEGROUND BLACK STEEL PIPE AND FITTINGS: 2.08 STRUTS AND STRUT CLAMPS 2. FLOOR SLEEVES:PROVIDE SLEEVES ON PIPES PASSING THROUGH CONCRETE OR MASONRY CONSTRUCTION.EXTEND DW c 1. SYSTEM CANNOT BE CONSIDERED FOR ACCEPTANCE UNTIL WORK IS COMPLETED AND DEMONSTRATED TO 1. PIPE:BULL MOOSE TUBE,WHEATLAND TUBE CO.,YOUNGSTOWN TUBE CO.,TEX-TUBE CO.,STATE PIPE AND SUPPLY, A. ELECTRO-GALVANIZED STEEL. SLEEVE 1-INCH ABOVE FINISHED FLOOR.CAULK PIPES PASSING THROUGH FLOOR WITH NONSHRINKING FIRE AND / ARCHITECT THAT INSTALLATION IS IN STRICT COMPLIANCE WITH SPECIFICATIONS,DRAWINGS AND MANUFACTURER'S WATER RESISTANT GROUT OR APPROVED EQUIVALENT CAULKING COMPOUND.CAULK/SEAL PIPING PASSING < ,�` INC.,OR APPROVED EQUIVALENT W INSTALLATION INSTRUCTIONS,PARTICULARLY IN REFERENCE TO FOLLOWING: B. DESIGNED FOR SUPPORTING PIPE RUNS FROM STRUT SUPPORTS. THROUGH FIRE RATED BUILDING ASSEMBLY WITH UL RATED ASSEMBLIES.PROVIDE FIRE-RATED ASSEMBLIES PER 2. FITTINGS,MECHANICAL AND GROOVED COUPLINGS:VICTAULIC,GRUVLOK,SHURJOINT PIPING PRODUCTS INC., LOCAL AHJ REQUIREMENTS. a. TESTING REPORTS INCLUDING CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING, C. STRUT CLAMPS UL LISTED FOR FIRE PROTECTION. ` ^ -t-- SMITH-COOPER INTERNATIONAL,TYCO,VIKING,ARGCO,ANVIL INTERNATIONAL,DIXON VALVE&COUPLING,OR �,/ , .-- CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR ABOVEGROUND PIPING,CONTRACTOR'S MATERIAL AND 3. WALL SLEEVES:PROVIDE SLEEVES ON PIPES PASSING THROUGH CONCRETE OR MASONRY CONSTRUCTION.PROVIDEE APPROVED EQUIVALENT. D. STAINLESS STEEL FOR CORROSIVE ENVIRONMENT APPLICATIONS.EXAMPLES OF CORROSIVE ENVIRONMENT TEST CERTIFICATE FOR PRIVATE FIRE SERVICE MAINS,FIRE PUMP ACCEPTANCE TEST DATA REPORT,AND THE SLEEVE FLUSH WITH FINISHED FACE OF WALL.CAULK PIPES PASSING THROUGH WALLS WITH NON-SHRINKING ...m.•APPLICATIONS INCLUDE,BUT ARE NOT LIMITED TO:SWIMMING POOLS AND SPAS,POOL AND SPA EQUIPMENT ROOMS AND LIKE. 3. FITTINGS,THREADED:WARD MANUFACTURING,ANVIL INTERNATIONAL,SMITH-COOPER INTERNATIONAL,AEGIS CAULKING COMPOUND.CAULK/SEAL PIPING PASSING THROUGH FIRE-RATED BUILDING ASSEMBLIES WITH UL LISTED ADJACENT AREAS,CHEMICAL ROOMS,KIDNEY DIALYSIS AREAS,MARINE AND BEACH ENVIRONMENTS,COMMERCIAL n -}- b. CLEANING TECHNOLOGIES,R APPROVED EQUIVALENT. OR FM APPROVED FIRE-RATED FIRESTOPPING COMPOUND.PROVIDE FIRE-RATED ASSEMBLIES PER LOCAL AHJ W �* LAUNDRIES AND THE LIKE. c. OPERATION AND MAINTENANCE MANUALS 4. FITTINGS,RUBBER GASKETED:VICTAULIC,ANVIL INTERNATIONAL,ANVILSTAR EBAA IRON,INC.,SHURJOINT PIPING �� REQUIREMENTS. V) 2.09 SWAY BRACES AND RESTRAINTS PRODUCTS,INC.,SMITH-COOPER INTERNATIONAL,TYCO FIRE&BUILDING PRODUCTS,VIKING CORP.,WARD 4. BEAM SLEEVES:COORDINATE WITH TRADES FOR LOCATIONS OF PIPE SLEEVES IN REINFORCED CONCRETE AND C 4) ° d. TRAINING OF OPERATING PERSONNEL MANUFACTURING,ARGCO,DIXON VALVE&COUPLING,OR APPROVED EQUIVALENT. A. SWAY BRACING:FROM A SINGLE MANUFACTURER AND COMPATIBLE WITH SWAY BRACE CALCULATION PROGRAM. STEEL BEAMS.PENETRATIONS MUST BE INDICATED ON STRUCTURAL SHOP DRAWINGS.SEE DRAWINGS AND0 e. RECORD DRAWINGS 5. FITTINGS,WELDED:ANVIL INTERNATIONAL,SHURJOINT PIPING PRODUCTS INC.,SMITH-COOPER INTERNATIONAL, B. STAINLESS STEEL FOR CORROSIVE ENVIRONMENT APPLICATIONS.EXAMPLES OF CORROSIVE ENVIRONMENT SPECIFICATIONS FOR SPECIFIC SLEEVE LOCATION LIMITATIONS.PIPE SLEEVE LOCATIONS MUST BE INDICATED ON f. WARRANTY AND GUARANTY CERTIFICATES STATE PIPE&SUPPLY,INC.,OR APPROVED EQUIVALENT. APPLICATIONS INCLUDE,BUT ARE NOT LIMITED TO:SWIMMING POOLS AND SPAS,POOL AND SPA EQUIPMENT ROOMS AND REINFORCED CONCRETE AND STEEL BEAM SHOP DRAWINGS.FIELD CUTTING OF BEAMS NOT ALLOWED WITHOUT r f,,, > START-UP/TEST DOCUMENT AND COMMISSIONING REPORTS 6. FITTINGS,FLANGED:VICTAULIC,UNITED BRAND FITTINGS,U.S.PIPE,ANVIL S.P.F.,IOWA FITTINGS CO.,TYCO,OR ADJACENT AREAS,CHEMICAL ROOMS,KIDNEY DIALYSIS AREAS,MARINE AND BEACH ENVIRONMENTS,COMMERCIAL WRITTEN APPROVAL OF STRUCTURAL ENGINEER.NO EXTRA COSTS ALLOWED FOR FAILURE TO COORDINATE BEAM g. PENETRATIONS PRIOR TO REINFORCED CONCRETE AND STEEL BEAM SHOP DRAWING SUBMITTAL. c APPROVED EQUIVALENT. LAUNDRIES,AND THE LIKE. h. LETTER OF CONFORMANCE 2.10 ANCHORS AND ATTACHMENTS 5. PENETRATIONS IN FIRE-RATED WALUFLOOR ASSEMBLIES: 3.12 FIELD QUALITY CONTROL E. WALL AND FLOOR PENETRATIONS AND SLEEVES:ARGCO,FPPI,OR APPROVED EQUIVALENT. („�0 .� A. CONFIRM FIELD QUALITY CONTROL REQUIREMENTS IN DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS F. SWITCHES,VALVE SUPERVISORY:POTTER,SYSTEM SENSOR,OR APPROVED EQUIVALENT, A. GENERAL:ANCHOR SUPPORTS TO MASONRY,CONCRETE AND BLOCK WALLS PER ANCHORING SYSTEM MANUFACTURER'S a. REFERENCE DIVISION 07,THERMAL AND MOISTURE PROTECTION. 1- 0) RECOMMENDATIONS,OR AS MODIFIED BY PROJECT STRUCTURAL ENGINEER. b. COORDINATE WITH DRAWINGS LOCATION OF FIRE RATED WALLS,CEILINGS AND FLOORS.WHEN THESE AND DIVISION 01,GENERAL REQUIREMENTS,SECTION 21 00 00,FIRE SUPPRESSION BASIC REQUIREMENTS AND G. SWITCHES,WATER DETECTOR: ASSEMBLIES ARE PENETRATED,SEAL AROUND PIPING AND EQUIPMENT WITH APPROVED FIRESTOPPING MATERIAL. INDIVIDUAL DIVISION 21,FIRE SUPPRESSION SECTIONS. 1. WATER FLOW SWITCHES;WET SPRINKLER SYSTEMS:POTTER,SYSTEM SENSOR,OR APPROVED EQUIVALENT. B. MATERIALS:1. FERROUS. 7 ] C r a c. PROVIDE PROPER SIZING WHEN PROVIDING SLEEVES OR CORE-DRILLED HOLES TO ACCOMMODATE THE B. UPON COMPLETION OF INSTALLATION OF EQUIPMENT,SPRINKLERS,HOSE VALVES AND PIPING AND AFTER UNITS ARE 2. PRESSURE OPERATED ALARM SWITCHES;DRY PIPE SPRINKLER SYSTEMS:POTTER ELECTRIC SIGNAL COMPANY, PENETRATION.FIRESTOP VOIDS BETWEEN ' {,j SLEEVE OR CORE-DRILLED HOLE AND PIPE PASSING THROUGH TO MEET • t WATER PRESSURIZED,TEST SYSTEM TO DEMONSTRATE CAPABILITY AND COMPLIANCE WITH REQUIREMENTS.WHEN SYSTEM SENSOR,OR APPROVED EQUIVALENT. 2. STAINLESS STEEL FOR CORROSIVE ENVIRONMENT APPLICATIONS.EXAMPLES OF CORROSIVE ENVIRONMENT THE REQUIREMENTS OF ASTM E814 AND NFPA. V POSSIBLE,CORRECT MALFUNCTIONING ITEM AT SITE,THEN RETEST TO DEMONSTRATE COMPLIANCE;OTHERWISE APPLICATIONS INCLUDE,BUT ARE NOT LIMITED TO:SWIMMING POOLS AND SPAS,POOL AND SPA EQUIPMENT ROOMS _INSTALL FIRESTOPPING MATERIAL COMPLETE AS DIRECTED BY MANUFACTURER'S INSTALLATION INSTRUCTIONS. REMOVE AND REPLACE WITH NEW ITEM AND PROCEED WITH RETESTING. H. HANGERS AND SUPPORTS:COOPER B-LINE TOLCO,ANVIL INTERNATIONAL,11 W BUILDEX SAMMYS,ERICO INTERNATIONAL, AND ADJACENT AREAS,CHEMICAL ROOMS,KIDNEY DIALYSIS AREAS,MARINE AND BEACH ENVIRONMENTS, d. V") V) PHD MANUFACTURING INC.,OR APPROVED EQUIVALENT. COMMERCIAL LAUNDRIES,AND THE LIKE. MEET REQUIREMENTS OF ASTM E814. 0 C. INSPECT EACH INSTALLED ITEM FOR DAMAGE TO FINISH.IF FEASIBLE,RESTORE AND MATCH FINISH TO ORIGINAL,EXCEPT •.... FIRE SPRINKLERS,AT SITE;OTHERWISE,REMOVE ITEM AND REPLACE WITH NEW ITEM.FEASIBILITY AND MATCH TO BE I. STRUTS AND STRUT CLAMPS:COOPER B-LINE TOLCO,OR APPROVED EQUIVALENT. C. CAST IN PLACE ANCHORS FOR HANGERS:VERIFY LISTING IS FOR HANGERS,BRACES,OR BOTH. 3.04 SWITCHES,VALVE SUPERVISORY 0 0 a JUDGED BY ARCHITECT.REMOVE CRACKED OR DENTED ITEM AND REPLACE WITH NEW ITEM. J. SWAY BRACES AND RESTRAINTS:COOPER B-LINE TOLCO,ANVIL INTERNATIONAL,ERICO INTERNATIONAL,PHD D. ATTACHMENTS IN CONCRETE: A. COORDINATE WITH DIVISION 28,ELECTRONIC SAFETY. N D. FIRE SPRINKLERS MAY NOT BE REUSED,OR CLEANED,EXCEPT FOR DUSTING.REPLACE DAMAGED,FIELD PAINTED, MANUFACTURING INC.,OR APPROVED EQUIVALENT. 3.05 SWITCHES,WATER DETECTOR •ammo1. SUITABLE FOR HANGING AND BRACING FIRE PROTECTION SYSTEMS IN CONCRETE WHICH IS SUBJECT TO CRACKING IN `' OVERSPRAYED,OVERCOATED OR FIELD COATED SPRINKLERS WITH NEW SPRINKLERS OF SAME MANUFACTURER,MODEL, K. ANCHORS AND ATTACHMENTS: A SEISMIC EVENT. A. WIRE PIPE CUTOUT COUPON AT POINT OF CONNECTION OF SWITCH TO PIPE. F" CO r"..** i FINISH,K-FACTOR AND PERFORMANCE CHARACTERISTICS.WHERE IDENTICAL REPLACEMENT SPRINKLERS ARE NOT 1. CONCRETE: 2. SEISMIC DESIGN AREAS C,D,E AND F: B. FLOW SWITCHES:CONNECT TO SYSTEM SIDE OF VALVES AND DRAIN CONNECTIONS. AVAILABLE,PROVIDE SPRINKLERS OF SIMILAR FINISH,STYLE,K-FACTOR AND PERFORMANCE CHARACTERISTICS. a. CAST-IN PLACE ANCHORS FOR HANGERS:COOPER B-LINE TOLCO,ERICO INTERNATIONAL,OR APPROVED 3.13 LETTER OF CONFORMANCE a. COMPATIBLE WITH INTERNATIONAL CODE COUNCIL EVALUATION SERVICE ACCEPTANCE CRITERIA AC-193 AND C. COORDINATE WITH DIVISION 28,ELECTRONIC SAFETY. PROJECT N O. EQUIVALENT. AC308 FOR EXPANSION,SCREW AND ADHESIVE ANCHORS.MEET REQUIREMENTS OF ACI 355.2,QUALIFICATION OF A. PROVIDE LETTER OF CONFORMANCE AND COPIES OF MANUFACTURERS'WARRANTIES AND EXTENDED WARRANTIES WITH b. CAST-IN PLACE ANCHORS FOR BRACES:COOPER B-LINE TOLCO,ANVIL INTERNATIONAL,ERICO INTERNATIONAL,OR POST-INSTALLED MECHANICAL ANCHORS IN CONCRETE AND COMMENTARY. 3.06 HANGERS AND SUPPORTS 19-0641 A STATEMENT THAT FIRE SUPPRESSION ITEMS WERE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S APPROVED EQUIVALENT. A. INSTALLATION OF PIPE HANGERS,INSERTS AND SUPPORTS TO CONFORM TO NFPA 13.PROVIDE ADJUSTABLE HANGERS, b. ALL MODELS OF HILT!HDI AND tTW RED HEAD MULTI-SET II ANCHORS ARE NOT APPROVED FOR ATTACHING FIRE RECOMMENDATIONS,UL LISTINGS AND FM GLOBAL APPROVALS.INCLUDE LETTER OF CONFORMANCE,COPIES OF c. ATTACHMENTS AS SPECIFIED OR DESCRIBED BY STRUCTURAL.IF NOT SPECIFIED OR DESCRIBED BY STRUCTURAL, PROTECTION SYSTEMS IN SEISMIC DESIGN AREAS C,D,E AND F.NO EXCEPTIONS. INSERTS,BRACKETS,CLAMPS,SUPPLEMENTARY STEEL AND OTHER ACCESSORY MATERIALS REQUIRED FOR PROPER DRAWN BY : MANUFACTURERS'WARRANTIES AND EXTENDED WARRANTIES IN OPERATION AND MAINTENANCE MANUALS. THEN AS FOLLOWS:HILT],POWERS,SIMPSON,DEWALT,OR APPROVED EQUIVALENT. SUPPORT OF PIPE LINES AND EQUIPMENT.PROVIDE SUPPLEMENTARY MATERIALS FOR PROPER SUPPORT AND 3.14 ELECTRICAL INTERLOCKS E. 11 W BUILDEX SAMMYS WITH FM APPROVAL ONLY ARE NOT ALLOWED IN CERTAIN SEISMIC ZONES.VERIFY WITH FM THAT ATTACHMENT OF HANGERS. BE 2. WOOD:COOPER B-LINE TOLCO,ANVIL INTERNATIONAL,ELCO CONSTRUCTION PRODUCTS,ERICO INTERNATIONAL,ITW FM APPROVAL IS EFFECTIVE IN PROJECTS SEISMIC ZONE. 3.07 STRUTS AND STRUT CLAMPS CHECKED BY A. WHERE EQUIPMENT MOTORS ARE TO BE ELECTRICALLY INTERLOCKED WITH OTHER EQUIPMENT FOR SIMULTANEOUS BUILDEX SAMMYS,OR APPROVED EQUIVALENT. 2.11 PIPE STANDS OPERATION,UTILIZE FIRE PROTECTION EQUIPMENT WIRING DIAGRAMS TO COORDINATE WITH ELECTRICAL SYSTEMS SO 3. STEEL:COOPER B-LINE TOLCO:ANVIL INTERNATIONAL,ELCO CONSTRUCTION PRODUCTS,ERICO INTERNATIONAL,tTW A. INSTALL PER MANUFACTURER'S LISTED ORIENTATION. TFF,JB THAT PROPER WIRING OF EQUIPMENT INVOLVED IS AFFECTED. A. ADJUSTABLE PIPE SADDLE SUPPORT WITH YOKE: BUILDEX SAMMYS,OR APPROVED EQUIVALENT. 3.08 SWAY BRACES AND RESTRAINTS 3.15 CONNECTIONS TO EXISTING 1. DESIGNED TO SUPPORT HORIZONTAL PIPE FROM FLOOR STANCHION. DATE : L. PIPE STANDS:COOPER B-LINE TOLCO,ANVIL INTERNATIONAL,OR APPROVED EQUIVALENT. A. LOCATE PER ORIENTATION AND SPACING AS REQUIRED BY SWAY BRACE CALCULATIONS. A. PRIOR TO CONNECTION OF PIPING TO EXISTING PIPING OR UTILITIES,FIELD VERIFY EXISTING CONDITIONS AND EXACT 2. U-BOLT AND HEX NUTS TO HOLD PIPE SECURELY TO SADDLE OR PIPE CLAMP TYPE. SIZES AND LOCATIONS OF EXISTING PIPING.PROVIDE ADDITIONAL OFFSETS,TRANSITIONS,JOINTS,CUT-INS,AND M. GAUGES:ASHCROFT,US GAUGE,BRECCO,RELIABLE,FPPI,ARGCO,WIKA INSTRUMENT CORPORATION,OR APPROVED 3. ANSI/MSS SP-69;SP-58.TYPE 37. B. ATTACH SWAY BRACING DIRECTLY TO PIPE OR EQUIPMENT BEING BRACED. 12.05.2019 REPLACE PORTIONS OF EXISTING AS REQUIRED TO FACILITATE CONNECTIONS OF NEW. EQUIVALENT. C. DO NOT ATTACH SWAY BRACING TO BOTTOM OF TRUSS MEMBERS. N. BELLS:POTTER,SYSTEM SENSOR,OR APPROVED EQUIVALENT. 4. STEEL PIPE WITH STEEL SADDLE. REVISION END OF SECTIONSECTION 21 05 00-COMMON WORK RESULTS FOR FIRE SUPPRESSION 3.09 ANCHORS AND ATTACHMENTS 0. VALVES: B. BASE STAND: PART 1-GENERAL 1. STEEL PIPE WELDED TO STEEL BASE PLATE. A. IN POST-TENSION CONSTRUCTION,DETERMINE LOCATION OF POST-TENSION CABLES AND INSTALL ANCHORS TO AVOID 1.01SUMMARY 1. OS&Y GATE: CONTACT OR INTERFERENCE WITH POST-TENSION CABLES.COORDINATE WITH STRUCTURAL. a. 175 PSI:NIBCO,MUELLER,OR APPROVED EQUIVALENT. 2. MEET REQUIREMENTS OF 12X ANCHOR DIAMETER HOLE SPACING FOR SEISMIC APPLICATIONS. B. DO NOT USE POWDER-DRIVEN ATTACHMENTS. A. WORK INCLUDED: 2.12 GAUGES 1. JOINT RESTRAINTS b. 250 PSI:VICTAULIC,OR APPROVED EQUIVALENT. C. BUILDING ATTACHMENTS AND INSERTS:INSTALL BUILDING ATTACHMENTS WITHIN CONCRETE SLABS OR ATTACH TO c. 350 PSI:NIBCO,OR APPROVED EQUIVALENT. A. PRESSURE GAUGES:3.5-INCH,DIAL TYPE,BRONZE BOURDON TUBE OR SPRING TYPE,STAINLESS STEEL CASE.010 300 STRUCTURAL STEEL.INSTALL ADDITIONAL ATTACHMENTS AT CONCENTRATED LOADS,INCLUDING VALVES AND FLANGES, 2. ABOVEGROUND BLACK STEEL PIPE AND FITTINGS d. 2-INCHES AND SMALLER:NIBCO,OR APPROVED EQUIVALENT. PSI. FOR SIZES NPS 2-1/2 AND LARGER.INSTALL CONCRETE INSERTS BEFORE CONCRETE IS PLACED;FASTEN INSERTS TO 3. WALL AND FLOOR PENETRATIONS AND SLEEVES 2.13 BELLS FORMS AND INSTALL REINFORCING BARS THROUGH OPENINGS AT TOP OF INSERTS. 4. SWITCHES,VALVE SUPERVISORY 2. SWING CHECK:VICTAULIC,NIBCO,MUELLER,VIKING,TYCO,ANVILSTAR,RELIABLE,OR APPROVED EQUIVALENT. D. HANGER AND SUPPORT ATTACHMENTS: 3. WAFER CHECK:NIBCO,MUELLER,VIKING,TYCO,OR APPROVED EQUIVALENT. A. EXTERIOR ALARM BELLS:MINIMUM WEATHERPROOF BACKBOX,TYPICAL 90 DBA AT 10 FEET. 5. SWITCHES,WATER DETECTOR 2.14 VALVES 1. CONCRETE: 4. BUTTERFLY VALVES:VICTAULIC,NIBCO,TYCO,RELIABLE,OR APPROVED EQUIVALENT. 6. HANGERS AND SUPPORTS A. OS&Y GATE: a. BEFORE POURING:PRIOR TO INSTALLATION,COORDINATE LOCATIONS OF CAST IN PLACE CONCRETE INSERTS 7. STRUTS AND STRUT CLAMPS 5. PRESSURE RELIEF:WATTS,UNITED BRASS WORKS,AGF,OR APPROVED EQUIVALENT. WITH OTHER TRADES.INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 6. AUTOMATIC BALL DRIP DRAIN VALVE:TYCO,RELIABLE,OR APPROVED EQUIVALENT. 1. 2-1/2-INCHES AND LARGER:IRON BODY. 8. SWAY BRACES AND RESTRAINTS b. AFTER POURING: 7. THREE-WAY GAUGE VALVE:FPPI,AGF,NIBCO,OR APPROVED EQUIVALENT. 2. 2-INCHES AND SMALLER:BRONZE BODY. 1) WHERE SUPPORTS IN SLABS ARE REQUIRED AFTER CONCRETE HAS BEEN POURED,PROVIDE DRILLED-IN 9. ANCHORS AND ATTACHMENTS B. SWING CHECK:IRON BODY,RUBBER AND BRONZE FACED CHECKS. THREADED INSERTS(MECHANICAL-EXPANSION 10.PIPE STANDS 8. AUTOMATIC AIR RELEASE VALVE:POTTER, OR APPROVED EQUIVALENT. ANCHORS),INSTALLED IN ACCORDANCE WITH MANUFACTURER'S 9. BALL VALVE:VICTAULIC,APOLLO VALVES,FPPI,NIBCO,OR APPROVED EQUIVALENT C. WAFER CHECK:IRON BODY,RUBBER SEAT,SPRING ACTUATED. RECOMMENDATIONS. 11.GAUGES D. BUTTERFLY VALVES:DUCTILE IRON BODY WITH FACTORY-INSTALLED TAMPER SWITCHES.USE LUG BODY NEXT TO 2) INSTALL MECHANICAL-EXPANSION ANCHORS AFTER CONCRETE IS COMPLETELY CURED AND IN ACCORDANCE 12.BELLS P. PIPE,VALVE,AND FIRE PROTECTION EQUIPMENT IDENTIFICATION:FPPI,ARMCO,OR APPROVED EQUIVALENT. PUMPS. WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. 13. VALVES Q. SIGNS:TYCO,RELIABLE,VIKING,ARGCO,OR APPROVED EQUIVALENT. E. AUTOMATIC BALL DRIP DRAIN VALVE:BRONZE,SPRING-TYPE. 3) WHERE ANCHORS ARE TO BE INSTALLED IN POST-TENSION CONSTRUCTION,DETERMINE AND AVOID LOCATIONS 14.PIPE,VALVE,AND FIRE PROTECTION EQUIPMENT IDENTIFICATION R. DRAINS: OF POST-TENSION CABLES PRIOR TO DRILLING. F. THREE-WAY GAUGE VALVE:BRASS;RATED TO 300 PSI. 1. REFERENCE ABOVEGROUND BLACK STEEL PIPE AND FITTINGS. 2. METAL FLOOR DECK:SUPPORT HANGERS PER UL LISTING OR FM APPROVAL FOR SELECTED CONCRETE INSERT 15.SIGNS G. AUTOMATIC AIR-RELEASE VALVE FOR WET SYSTEMS: BEFORE POURING OF CONCRETE TOPPING,OR FROM BEAM CLAMPS FASTENED TO STRUCTURAL STEEL. 16.DRAINS 2. AGF,VICTAULIC,OR APPROVED EQUIVALENT. 2.02 JOINT RESTRAINTS 1. RATED TO 175 PSI. 3. STEEL JOISTS:SUPPORT HANGERS FROM BEAM CLAMPS FASTENED TO BAR JOISTS OR TO AUXILIARY STEEL BETWEEN 1.02RELATED SECTIONS 2. AUTOMATIC FLOAT-TYPE WITH SHUTOFF MOUNTED IN A WATER RETENTION PAN. BAR JOISTS AS REQUIRED. A. CONTENTS OF DIVISION 21,FIRE SUPPRESSION AND DIVISION 01,GENERAL REQUIREMENTS APPLY TO THIS SECTION. A. MECHANICAL JOINT WEDGE ACTION FOR DUCTILE IRON PIPE. 3. SINGLE SET 24VAC@2A FOR ELECTRONIC SUPERVISION. 4. C-CLAMP HANGERS:DO NOT ATTACH TO ONE SIDE OF DOUBLE-ANGLE BOTTOM MEMBERS. B. IN ADDITION,REFERENCE THE FOLLOWING: B. GLAND:DUCTILE IRON. 4. BALL VALVE SWITCH WITH COVER TAMPER. 5. LOCATE AND INSTALL HANGERS,SUPPORTS AND ATTACHMENTS CONNECTING TO I-JOISTS,STRUCTURAL INSULATED 1. DIVISION 22,PLUMBING C. WEDGES:DUCTILE IRON. H. BALL VALVES:BRASS BODY,BRASS STEM;FORGED BRASS BALL DISC. PANELS(SIPS),CROSS LAMINATED TIMBER AND SIMILAR ENGINEERED STRUCTURAL PRODUCTS ACCORDING TO THE D. FULL RESTRAINT PRESSURE RATING OF PIPE WITH MINIMUM SAFETY FACTOR OF 2:1. STRUCTURAL PRODUCT MANUFACTURER SPECIFICATIONS. 2. DIVISION 23,HEATING,VENTILATING AND AIR CONDITIONING 2.15 PIPE,VALVE,AND FIRE PROTECTION EQUIPMENT IDENTIFICATION 3. DIVISION 26,ELECTRICAL 2.03 ABOVEGROUND BLACK STEEL PIPE AND FITTINGS E. MAKE AVAILABLE TO THE ARCHITECT INFORMATION REQUIRED TO VERIFY THE ANCHORAGE,SWAY BRACING AND A. ENGRAVED PLASTIC LAMINATE OR CORROSION RESISTANT METAL SIGN OR PLASTIC EQUIPMENT MARKER. RESTRAINT OF FIRE PROTECTION SYSTEMS. 4. DIVISION 28,ELECTRONIC SAFETY A. WET PIPE SYSTEMS: B. CORROSION-RESISTANT CHAIN OR PERMANENT ADHESIVE. 5. DIVISION 31,EARTHWORK 1. PIPE SIZE 2-INCH DIAMETER AND SMALLER:ASTM A53,ASTM A135,OR ASTM A795;MINIMUM OF SCHEDULE 40. 2.16 SIGNS 3.10 PIPE STANDS 6. SECTION 21 00 00,FIRE SUPPRESSION BASIC REQUIREMENTS 2. PIPE SIZE 2-1/2-INCH DIAMETER AND LARGER:ASTM A53,ASTM A135,OR ASTM A795;MINIMUM OF SCHEDULE 10. 3. EXPOSED PIPE 8-FEET OR LESS ABOVE FINISHED FLOOR:A MINIMUM OF SCHEDULE 40. A. ENGRAVED PLASTIC LAMINATE OR CORROSION RESISTANT METAL SIGN OR PLASTIC EQUIPMENT MARKER. A. SECURE TO FLOOR. 7. SECTION 21 13 00,FIRE SUPPRESSION SPRINKLER SYSTEMSB. CORROSION-RESISTANT CHAIN OR PERMANENT ADHESIVE. B. INSTALL TO MAINTAIN PIPE LEVEL AND PLUMB. 1.03REFERENCES AND STANDARDS B. DRY PIPE SYSTEMS: A. REFERENCES AND STANDARDS AS REQUIRED BY SECTION 21 00 00,FIRE SUPPRESSION BASIC REQUIREMENTS AND 1. PIPE SIZE 2-INCH DIAMETER AND SMALLER:ASTM A53,ASTM A135,OR ASTM A795;SCHEDULE 40 ONLY,SHOP WELDED, 2.17 DRAINS C. SECURELY ATTACH TO SUPPORTED PIPE BY U-BOLT. DIVISION 01,GENERAL REQUIREMENTS. OR THREADED OR CUT GROOVED. A. REFERENCE ABOVEGROUND BLACK STEEL PIPE AND FITTINGS. 3.11 GAUGES B. MEET REQUIREMENTS OF ASCE 7,MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,BY AMERICAN 2. PIPE SIZE 2-1/2-INCH DIAMETER AND LARGER:ASTM A53,ASTM A135,OR ASTM A795;MINIMUM OF SCHEDULE 10. A. INSTALL GAUGES CONVENIENTLY AND ACCESSIBLY LOCATED WITH REFERENCE TO FINISHED BUILDING FOR REPAIRS, SOCIETY OF CIVIL ENGINEERS,LATEST ADOPTED EDITION. 3. EXPOSED PIPE 8-FEET OR LESS ABOVE FINISHED FLOOR:MINIMUM OF SCHEDULE 40. REMOVAL AND SERVICE. 1.04SUBMITTALS C. JOINTS: PART 3-EXECUTION B. INSTALL WITH DIAL POSITIONED FOR MAXIMUM VISIBILITY. A. SUBMITTALS AS REQUIRED BY SECTION 21 00 00,FIRE SUPPRESSION BASIC REQUIREMENTS AND DIVISION 01,GENERAL 1. THREADED,FLANGED OR BEVEL WELDED. 3.01 GENERAL INSTALLATION REQUIREMENTS 3.12 BELLS REQUIREMENTS. 2. PIPING INSTALLED IN PLENUMS OR SHAFTS TO HAVE WELDED JOINTS. A. INSTALL IN CONFORMANCE WITH UL LISTING,FM APPROVAL OR ICC-ES REQUIREMENTS AND RESTRICTIONS. A. LOCATE EXTERIOR ALARM BELLS AT 8-FEET ABOVE FINISHED GRADE.COORDINATE WITH ARCHITECT. 1.05QUALITY ASSURANCE D. FITTINGS: 3.02 ABOVEGROUND BLACK STEEL PIPE AND FITTINGS B. COORDINATE WITH DIVISIONS 26,ELECTRICAL AND DIVISION 28,ELECTRONIC SAFETY. A. QUALITY ASSURANCE AS REQUIRED BY SECTION 21 00 00,FIRE SUPPRESSION BASIC REQUIREMENTS AND DIVISION 01, 1. THREADED: A. PIPING ROUTING: 3.13 VALVES GENERAL REQUIREMENTS. a. MALLEABLE IRON:CLASS 150 AND CLASS 300,ANSI 616.3. 1. ROUTE PIPING,EXCEPT AS OTHERWISE INDICATED,VERTICALLY AND HORIZONTALLY(SLOPED TO DRAIN).AVOID A. GENERAL: SPECIFICATIONS B. IN ADDITION,MEET THE FOLLOWING: b. CAST IRON:CLASS 125 AND 250,ANSI B16.3. DIAGONAL RUNS WHEREVER POSSIBLE.ORIENT HORIZONTAL ROUTES PARALLEL WITH WALLS AND BEAM LINES. 1. PROVIDE POST INDICATOR ON BURIED CONTROL VALVES. - FIRE PROTECTION 1. MATERIAL AND EQUIPMENT:LISTED FOR ITS INTENDED FIRE PROTECTION USE IN CURRENT UL FIRE PROTECTION 2. FLANGED: 2. INSTALL PIPING AS SHOWN OR DESCRIBED BY DIAGRAMS,DETAILS AND NOTATIONS ON DRAWINGS OR,IF NOT 2. INSPECT VALVES FOR LEAKS.ADJUST OR REPLACE PACKING TO STOP LEAKS.REPLACE VALVE IF LEAK PERSISTS. EQUIPMENT DIRECTORY,OR UL ONLINE CERTIFICATIONS DIRECTORY FOR FIRE PROTECTION,INTERNATIONAL CODEINDICATED,INSTALL PIPING TO PROVIDE THE SHORTEST ROUTE WHICH DOES NOT OBSTRUCT USABLE SPACE OR COUNCIL EVALUATION SERVICE REPORTS,OR FM GLOBAL APPROVAL GUIDE.ALL MATERIAL AND EQUIPMENT TO BE a. CAST IRON;CLASS 125 AND 250,ASME B16.1. BLOCK ACCESS FOR SERVICING THE BUILDING AND ITS EQUIPMENT. B. INSTALLATION: NEW AND FROM A CURRENT MANUFACTURER. b. RAISED GROUND FACE,BOLT HOLES SPOT FACED. 3. INSTALL PIPING IN CONCEALED SPACES ABOVE FINISHED CEILINGS.PRIOR TO DESIGN AND INSTALLATION.OBTAIN 1. INSTALL VALVES WHERE REQUIRED FOR PROPER OPERATION,TESTING AND DRAINAGE.LOCATE VALVES SO AS TO BE 2. PROVIDE PER AHJ REQUIREMENTS. 3. WELDED: PRE-APPROVAL BY ARCHITECT FOR EXPOSED PIPING. ACCESSIBLE AND SO THAT SEPARATE SUPPORT CAN BE PROVIDED WHEN NECESSARY.INSTALL CONVENIENTLY AND 3. REFERENCES TO PRODUCT SPECIFICATIONS FOR MATERIALS ARE LISTED ACCORDING TO ACCEPTED ANSI,ASTM, ACCESSIBLY LOCATED WITH REFERENCE TO FINISHED BUILDING FOR REPAIRS,REMOVAL AND SERVICE. a. CARBON STEEL:LONG RADIUS,STANDARD WEIGHT OR EXTRA STRONG. 4. IN OPEN-TO-STRUCTURE AREAS WHICH ARE OPEN TO PUBLIC VIEW,ROUTE EXPOSED PIPING TO MINIMIZE VISUAL ASME,AWW2. SWING CHECK VALVES:INSTALL IN HORIZONTAL POSITION WITH HINGE PIN HORIZONTALLY PERPENDICULAR TO A AND OTHER BASE STANDARDS.MATERIALS TO MEET LATEST APPROVED VERSIONS OF THESE b• FACTORY WROUGHT STEEL BUTTWELD FITTINGS:ASME B16.9. IMPACT.OBTAIN ARCHITECT'S AND ENGINEER'S APPROVAL OF EXPOSED PIPING INSTALLATION. CENTERLINE OF PIPE.INSTALL FOR PROPER DIRECTION OF FLOW. STANDARDS. 5. COORDINATE INSTALLATION WITH OTHER TRADES.ROUTE PIPING AS REQUIRED TO AVOID BUILDING STRUCTURE, 4. FIRE SUPPRESSION SCREW-THREAD CONNECTIONS:COMPLY WITH LOCAL FIRE DEPARTMENT/FIRE MARSHAL c. BUTTWELDING ENDS FOR PIPE,VALVES,FLANGES AND FITTINGS:ASME B16.25. EQUIPMENT,PLUMBING PIPING,HVAC PIPING,DUCTWORK,LIGHTING FIXTURES,ELECTRICAL CONDUITS AND BUS 3. WAFER CHECK VALVES:INSTALL BETWEEN TWO FLANGES IN HORIZONTAL OR VERTICAL POSITION,POSITION FOR REGULATIONS FOR SIZES,THREADING AND ARRANGEMENT OF CONNECTIONS FOR FIRE DEPARTMENT EQUIPMENT TO d. SPECIFICATION FOR PIPING FITTINGS OF WROUGHT CARBON STEEL AND ALLOY STEEL FOR MODERATE AND DUCTS AND SIMILAR WORK.FINAL LOCATION OF LIGHTING WILL HAVE PRIORITY OVER FINAL SPRINKLER LOCATIONS. PROPER DIRECTION OF FLOW. ,�/� FIRE DEPARTMENT CONNECTIONS. ELEVATED TEMPERATURES:ASTM A234. PROVIDE DRAINS TO TRAPPED SECTIONS OF SYSTEM WHICH RESULT FROM SUCH ROUTING.OTHER TRADES TAKE 4. PRESSURE RELIEF VALVES:PROVIDE PIPING TO PERMANENT DRAIN. �� INTERFACE 5. MANUFACTURERS:UNLESS AN ITEM IS MARKED"NO SUBSTITUTIONS",SUBMIT SUBSTITUTION REQUEST FOR 0. STEEL PIPE FLANGES AND FLANGED FITTINGS:ASME B16.5. PRECEDENCE FOR INSTALLATION SPACE. =# ENGINEERING MATERIALS OF OTHER THAN NAMED MANUFACTURERS. f. FORGED STEEL FITTINGS,SOCKET WELDED AND THREADED:ASME B16.11, 6. SUPPORT PIPING ADJACENT TO WALLS,OVERHEAD CONSTRUCTION,COLUMNS AND OTHER STRUCTURAL AND - 6. NOISE AND VIBRATION: 4. MECHANICAL FITTINGS AND GROOVED COUPLINGS: PERMANENT ENCLOSURE ELEMENTS OF THE BUILDING.LIMIT CLEARANCE TO 2-INCHES WHEREVER FURRING IS I - PROJECT 2019-0641 INDICATED FOR CONCEALMENT OF PIPING.ALLOW FOR INSULATION THICKNESS.LOCATE INSULATED PIPING TO C- 3 1 CI CONTACT Jonathan Velasquez 0 • 2 a. INSTALL VIBRATION ISOLATORS AND MEASURES REQUIRED TO PREVENT NOISE AND VIBRATION FROM BEING a. COUPLINGS:UL 213,AWWA C606,ASTM A536 DUCTILE IRON OR ASTM A47 MALLEABLE IRON,WITH ENAMEL FINISH PROVIDE MINIMUM 1-INCH CLEARANCE OUTSIDE INSULATION. 1 F P TRANSMITTED TO OCCUPIED AREAS.SELECT EQUIPMENT TO OPERATE WITHIN NOISE COEFFICIENT(NC)DESIGN AND GROOVES OR SHOULDERS DESIGNED TO ACCEPT GROOVED COUPLINGS.SYNTHETIC-RUBBER GASKET WITH �! * i - rley«+r t�l1t 100 SW Main Street,Suite 1600 LEVEL FOR PARTICULAR TYPE OF INSTALLATION IN RELATION TO ITS LOCATION. CENTRAL-CAVITY,PRESSURE-RESPONSIVE DESIGN AND ASTM A183 CARBON-STEEL BOLTS AND NUTS. 7. WHEREVER POSSIBLE IN FINISHED AND OCCUPIED SPACES,CONCEAL PIPING FROM VIEW BY LOCATING WITHIN Not cart ® t� - Portland,OR 97204 COLUMN OR BEAM ENCLOSURES,HOLLOW WALL CONSTRUCTION,OR ABOVE SUSPENDED CEILINGS.DO NOT ENCASE TEL 503.382.2266 www.interfaceengineering.cam FILE:2019 641 FPO 1d\phaFPO 3[}Wt;1o641fFPOt.Zo.3.I g 1 11/ 5/129 j�4120�9 5:18 PM BY KAYO AA PLOT: 12/5/2019 5:18 PM BY KAYLA AHNEN ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER ;TANGS ASSOCIATES ARCHITECTS,INC. - 3.14 PIPE,VALVE,AND FIRE PROTECTION EQUIPMENT IDENTIFICATION 1. DRY SPRINKLERS:VICTAULIC,VIKING,TYCO,RELIABLE,OR APPROVED EQUIVALENT. A. INSTALL ENGRAVED PLASTIC LAMINATE OR CORROSION RESISTANT METAL SIGN OR PLASTIC EQUIPMENT MARKER, B. FLEXIBLE SPRINKLER HOSE FITTING ASSEMBLY:VICTAULIC,FLEXHEAD INDUSTRIES,SPRINKFLEX,ARGCO,RELIABLE, - SECURED WITH CORROSION-RESISTANT CHAIN OR PERMANENT ADHESIVE ON OR NEAR EACH ITEM OF FIRE TYCO,VIKING,OR APPROVED EQUIVALENT. SUPPRESSION EQUIPMENT AND EACH OPERATIONAL DEVICE,AS SPECIFIED IN THIS SPECIFICATION IF NOT OTHERWISE SPECIFIED FOR EACH ITEM OR DEVICE. C. OVERSIZED SPRINKLER ESCUTCHEONS:VICTAULIC,VIKING,TYCO,RELIABLE,GLOBE,OR APPROVED EQUIVALENT. B. PROVIDE SIGNS FOR THE FOLLOWING GENERAL CATEGORIES OF EQUIPMENT AND OPERATIONAL DEVICES:VALVES, D. FLOOR CONTROL VALVE AND TEST ASSEMBLY:VICTAULIC,VIKING,TYCO,OR APPROVED EQUIVALENT. DRAINS,PUMPS,STANDPIPES,TANKS AND SIMILAR EQUIPMENT. E. INSPECTOR'S TEST CONNECTION: C. EACH NEW PIECE OF EQUIPMENT TO BEAR A PERMANENTLY ATTACHED IDENTIFICATION PLATE,LISTING 1. COMBINATION TEST AND DRAIN:VICTAULIC,AGF,OR APPROVED EQUIVALENT. MANUFACTURER'S NAME,CAPACITIES,SIZES AND CHARACTERISTICS. 2. DRY SYSTEM INSPECTOR'S TEST CONNECTION:AGF,OR APPROVED EQUIVALENT. D. PIPING TO BEAR THE MANUFACTURER'S NAME,SCHEDULE OF THICKNESS,SIZE AND ASTM IDENTIFICATION NUMBER F. SPARE SPRINKLER CABINET:VICTAULIC,FPPI,TYCO,ALLIED,POTTER ROEMER,OR APPROVED EQUIVALENT. E. PROVIDE VALVE TAG ON EVERY VALVE,CONTROL DEVICE,MAIN DRAIN,AUXILIARY DRAIN,AND DRUM DRIP IN EACH 2.02 SPRINKLERS SYSTEM.EXCLUDE CHECK VALVES AND VALVES WITHIN FACTORY FABRICATED EQUIPMENT UNITS.LIST EACH TAGGED VALVE IN VALVE SCHEDULE FOR EACH PIPING SYSTEM. A. DRY SPRINKLERS: V) F. LIST EACH TAGGED ITEM AND ITS LOCATION IN VALVE SCHEDULE;IDENTIFY ON FIRE SUPPRESSION DRAWINGS. 1. TYPE:GLASS-BULB. /�� G. INSTALL FRAMED,GLASS OR RIGID TRANSPARENT PLASTIC COVERED,MOUNTED VALVE SCHEDULE AND VALVE LOCATION 2. STYLE:CONCEALED,RECESSED. V,J DRAWING IN MAIN RISER OR FIRE PUMP ROOM. 3. RESPONSE:QUICK-RESPONSE. a„/ 4". .- H. PROVIDE IDENTIFICATION SIGN ON CEILING TILE BELOW VALVE LOCATION. 4. FINISH:CHROME,WHITE POLYESTER. v ♦ C g .}-- I. PROVIDE PERMANENT IDENTIFICATION SIGN AT PRESSURE REGULATING VALVES STATING REQUIRED SETTING OF 5. ESCUTCHEON:CHROME,WHITE POLYESTER. PRESSURE REGULATOR. 6. COVERPLATE FOR CONCEALED SPRINKLERS:FLAT PLATE,CHROME,WHITE. 0 Q0re ^` J. ADJUSTING:RELOCATE FIRE SUPPRESSION IDENTIFICATION DEVICE WHICH HAS BECOME VISUALLY BLOCKED. 7. DRY SPRINKLER BOOT:MANUFACTURED FOR USE WITH THE DRY SPRINKLER IT PROTECTS. W K. CLEANING:CLEAN FACE OF IDENTIFICATION DEVICES AND GLASS FRAMES OF VALVE CHARTS. B. PENDENT SPRINKLERS SUPPLIED BY DRY OR PREACTION PIPING:DRY PENDENT TYPE. E O Q. 3.15 SIGNS 2.03 FLEXIBLE SPRINKLER HOSE FITTING ASSEMBLY am A. GENERAL INFORMATION SIGNS:PROVIDE A GENERAL INFORMATION SIGN USED TO DETERMINE SYSTEM DESIGN BASIS A. FULLY WELDED NON-MECHANICAL FITTINGS,STAINLESS STEEL,BRAIDED,LEAK-TESTED WITH MINIMUM 1-INCH D (� AND INFORMATION RELEVANT TO THE INSPECTION,TESTING AND MAINTENANCE REQUIREMENTS REQUIRED BY NFPA 25, TRUE-BORE INTERNAL CORRUGATED HOSE DIAMETER.175 PSI. (1) vSTANDARD FOR THE INSPECTION,TESTING AND MAINTENANCE OF WATER-BASED FIRE PROTECTION SYSTEMS.SUCHB. CEILING BRACKET:GALVANIZED STEEL,DIRECT ATTACHMENT TYPE,WITH INTEGRATED SNAP-ON CLIP ENDS AND o / GENERAL INFORMATION IS TO BE PROVIDED WITH A PERMANENTLY MARKED WEATHERPROOF METAL OR RIGID PLASTIC REMOVABLE FLEXIBLE HOSE ATTACHMENT WITH SET SCREW.FM1637,UL 2443. SIGN,SECURED WITH CORROSION-RESISTANT WIRE,CHAIN,OR OTHER ACCEPTABLE MEANS.SUCH SIGNS ARE TO BE LIN PLACED AT EACH SYSTEM CONTROL RISE LOOP AND AUXILIARY SYSTEM CONTROL VALVE.THE SIGN IS TO INCLUDE THE C. AFFIX PERMANENT SIGN,LABEL OR DECAL AT EACH FLEXIBLE SPRINKLER HOSE FITTING ASSEMBLY ANCHORING FOLLOWING INFORMATION: COMPONENT LIMITING THE RELOCATION OF THE SPRINKLER. (3 I 1. NAME AND LOCATION OF THE FACILITY PROTECTED 2.04 OVERSIZED SPRINKLER ESCUTCHEONS 4- 2. PRESENCE OF HIGH-PILED AND/OR RACK STORAGE A. METAL. D a p,:s r 3. MAXIMUM HEIGHT OF STORAGE PLANNED B. PROVIDE OVERSIZED CEILING PENETRATIONS AND OVERSIZED SPRINKLER ESCUTCHEONS FOR PENDENT SPRINKLERS Q Y• 4. FLOW TEST DATA TO COMPLY WITH BUILDING CODE AND ASCE-7 SEISMIC REQUIREMENTS. ^` 5. LOCATION OF AUXILIARY DRAINS AND LOW POINT DRAINS C. SAME MANUFACTURER AS SPRINKLERS, CT E v (� 6. ORIGINAL RESULTS OF MAIN DRAIN FLOW TEST 2.05 FLOOR CONTROL VALVE AND TEST ASSEMBLYV) D E 7. NAME OF INSTALLING CONTRACTOR OR DESIGNER A. CONTROL VALVE,WATER-FLOW ALARM,INTEGRAL PRESSURE RELIEF VALVE CONNECTED TO DRAIN,SIGHT GLASS, 8. INDICATION OF PRESENCE AND LOCATION OF OTHER AUXILIARY SYSTEMS. SMOOTH BORE ORIFICE UNION OF SAME SIZE AS SMALLEST ORIFICE SPRINKLER INSTALLED. -E-- B. DRY SIGNS:AT SYSTEM RISER SUPPLYING DRY SYSTEMS,PROVIDE THE FOLLOWING INFORMATION:VOLUME IN GALLONS 2.06 INSPECTOR'S TEST CONNECTION (41) ....... 5:-... CONTAINED IN EACH SYSTEM. A. COMBINATION TEST AND DRAIN:BRONZE BODY,BRASS STEM,IMPREGNATED TEFLON SEAT,CHROME COATED BRASSC /� 0 V) 3.16 DRAINS BALL,STEEL HANDLE WITH POSITIVE STOPS,TAMPER RESISTANT TEST ORIFICE,INTEGRAL TAMPER RESISTANT SIGHT (VII/1 ^t GLASSES,TAPPED AND PLUGGED PORT FOR SYSTEM ACCESS,STEEL IDENTIFICATION PLATE.PROVIDE WITH PRESSURE (� A. LOCATE DRAIN CONNECTIONS WITHIN 7-FEET OF FLOOR.PROVIDE PIPING CAPABLE OF BEING FULLY DRAINED. RELIEF VALVE AND DRAINAGE PIPING WITH BRONZE BODY AND STAINLESS STEEL SPRING. r B. PROVIDE A DRAIN VENT AT TOP OF VERTICAL DRAINS.COORDINATE WITH DIVISION 22,PLUMBING. B. DRY SYSTEM INSPECTOR'S TEST CONNECTION:BRONZE,BRASS STEM,STEEL HANDLE,CHROME-PLATED BRONZE BALL, C �2 > C. COORDINATE LOCATION OF AUXILIARY DRAINS WITH ARCHITECT.ARCHITECT TO APPROVE LOCATION BEFORE DRAIN IS TEFLON VALVE SEAT,TAMPER AND CORROSION RESISTANT ORIFICE EQUIVALENT TO SMALLEST SPRINKLER ORIFICE, (001 INSTALLED. SIGHT FLOW CONNECTION. 0 D. PROTECT DRAINS FROM TAMPERING AND ACCIDENTAL OPERATION. PART 3-EXECUTION �0 E. PROTECT DRAIN DISCHARGE AT THE EXTERIOR WITH A TURNED-DOWN 45 DEGREE ELBOW. 3.01 GENERAL INSTALLATION REQUIREMENTS I- (3) --- END OF SECTIONSECTION 21 13 00-FIRE SUPPRESSION SPRINKLER SYSTEMS A. INSTALL PER MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS. (..) t� PART 1 -GENERAL 3.02 SPRINKLERSC p •...... rP y 1.01SUMMARY A. CENTER SPRINKLERS IN CENTER OR QUARTER POINTS OF SUSPENDED CEILING TILE. U A. WORK INCLUDED: B. ALIGN SPRINKLERS WITH ARCHITECTURAL COLUMN LINES,LIGHTING,DIFFUSERS AND OTHER CEILING FEATURES.IN N 1. SPRINKLERS UNFINISHED CEILINGS,ROUTE PIPING TO MINIMIZE VISUAL IMPACT.SPRINKLERS AND PIPING NOT SO ALIGNED ARE TO BE (:)REMOVED AND REPLACED AT NO ADDITIONAL COST TO OWNER. 2. FLEXIBLE SPRINKLER HOSE FITTING ASSEMBLY-FOR FIRE SPRINKLERS IN SUSPENDED CEILINGS WHICH ARE • O SUPPLIED BY A WET PIPE SYSTEM. C. INSTALL DRY SPRINKLERS IN A MANNER WHICH DOES NOT TRAP WATER. 0) D O a 3. OVERSIZED SPRINKLER ESCUTCHEONS-FOR DRY SPRINKLERS IN SUSPENDED CEILINGS WHICH ARE SUPPLIED BY ACNI 3.03 FLEXIBLE SPRINKLER HOSE FITTING ASSEMBLY WET PIPE OR DRY PIPE SYSTEM. A. INSTALL FLEXIBLE SPRINKLER HOSE FITTING ASSEMBLIES WHERE PENDENT SPRINKLER HEADS ARE LOCATED IN • Ca I 4. FLOOR CONTROL VALVE AND TEST ASSEMBLY ACOUSTIC CEILING TILES. H.. IJ..I 5. INSPECTOR'S TEST CONNECTION B. INSTALL WITH NO MORE BENDS THAN ARE INCLUDED IN EQUIVALENT FOOTAGE USED IN HYDRAULIC CALCULATIONS. 6. SPARE SPRINKLER CABINET C. MAINTAIN MANUFACTURER'S RECOMMENDED BENDING RADIUS AS INCLUDED IN EQUIVALENT FOOTAGE USED IN PROJECT N O. B. THIS IS A CONTRACTOR DESIGNED SYSTEM.CONTACT AHJ PRIOR TO BID TO VERIFY FIRE SYSTEM REQUIREMENTS. HYDRAULIC CALCULATIONS. 19-0641 PROVIDE DESIGN COMPLIANT WITH CODES AS INTERPRETED BY AHJ. D. AFFIX PERMANENT SIGN,LABEL OR DECAL AT EACH FLEXIBLE SPRINKLER HOSE FITTING ASSEMBLY ANCHORING C. SCOPE: COMPONENT LIMITING THE RELOCATION OF THE SPRINKLER, DRAWN BY : 1. DRY-PIPE SPRINKLER SYSTEM AND/OR DRY BARREL SPRINKLERS FOR AREAS SUBJECT TO 40 DEGREES F OR LESS. 3.04 OVERSIZED SPRINKLER ESCUTCHEONS BE D. COORDINATE LOCATION AND TYPE OF TAMPER,FLOW AND PRESSURE SWITCHES AND FIRE ALARM SYSTEM. A. COORDINATE OVERSIZED SPRINKLER ESCUTCHEONS WITH CEILING CONSTRUCTION AND SPRINKLER STYLE. E. PROVIDE ELECTRICAL CONNECTIONS AND WIRING AS REQUIRED FOR A COMPLETE AND OPERABLE SYSTEM.INCLUDES B. PROVIDE FOR DRY SPRINKLER PENETRATIONS IN SUSPENDED CEILINGS. CHECKED BY BUT IS NOT LIMITED TO BELLS,AIR COMPRESSORS,SUMP PUMPS,FIRE PUMPS,JOCKEY PUMPS AND PUMP 3.05 FLOOR CONTROL VALVE AND TEST ASSEMBLY TFF,JB CONTROLLERS. A. LOCATE IN AN AREA SO AS TO MINIMIZE VISUAL IMPACT. DATE 1.02RELATED SECTIONS B. PROVIDE CONNECTION TO DRAIN. A. CONTENTS OF DIVISION 21,FIRE SUPPRESSION AND DIVISION 01,GENERAL REQUIREMENTS APPLY TO THIS SECTION. C. PIPE PRESSURE RELIEF VALVE TO DRAIN. 12.05.2019 B. IN ADDITION,REFERENCE THE FOLLOWING: 3.07 INSPECTOR'S TEST CONNECTION REVISION : 1. DIVISION 22,PLUMBING A. LOCATE WHERE FULL FLOW DISCHARGE OR PRESSURE RELIEF VALVE DISCHARGE WILL NOT DO DAMAGE,INCLUDING 2. DIVISION 23,HEATING,VENTILATING AND AIR-CONDITIONING DAMAGE TO LANDSCAPING AND WILL NOT CAUSE DANGEROUS CONDITIONS TO WALKING SURFACES OR DISCOLORATION 3. DIVISION 26,ELECTRICAL TO BUILDING SURFACES. 4. DIVISION 28,ELECTRONIC SAFETY B. LOCATE WITHIN 5-FEET OF FINISHED FLOOR. 5. SECTION 21 00 00,FIRE SUPPRESSION BASIC REQUIREMENTS 3.08 SPARE SPRINKLER CABINET 6. SECTION 21 05 00,COMMON WORK RESULTS FOR FIRE SUPPRESSION A. ATTACH TO WALL AT THE MAIN SPRINKLER SYSTEM RISER. 1.03REFERENCES AND STANDARDS B. LOCATE SO COVER IS EASY TO OPEN AND READILY ACCESSIBLE. A. REFERENCES AND STANDARDS AS REQUIRED BY SECTION 21 00 00,FIRE SUPPRESSION BASIC REQUIREMENTS AND C. LOCATE IN AN AREA WITH A TEMPERATURE BETWEEN 40 AND 100 DEGREES FAHRENHEIT(4 AND 38 DEGREES CELSIUS). DIVISION 01,GENERAL REQUIREMENTS. D. LOCATE SPRINKLER WRENCHES INSIDE CABINET. 1.04SUBMITTALS E. INSIDE THE CABINET,PROVIDE A LIST OF SPRINKLERS INSTALLED IN THE PROPERTY,INCLUDING SPRINKLER A. SUBMITTALS AS REQUIRED BY SECTION 21 00 00,FIRE SUPPRESSION BASIC REQUIREMENTS AND DIVISION 01,GENERAL IDENTIFICATION NUMBER,MANUFACTURER,MODEL,ORIFICE,DEFLECTOR TYPE,THERMAL SENSITIVITY AND PRESSURE REQUIREMENTS. RATING,QUANTITY OF EACH TYPE TO BE CONTAINED IN THE CABINET AND ISSUE OR REVISION DATE OF THE LIST. B. IN ADDITION,PROVIDE: END OF SECTION . 1. HYDRAULIC CALCULATIONS. 2. SWAY BRACE CALCULATIONS. 3. DETAILS OF SWAY BRACING. 4. DETAILS OF INTERVAL AND END OF BRANCH LINE RESTRAINTS. 5. DETAILS OF FLEXIBLE SPRINKLER HOSE FITTING ASSEMBLY,INCLUDING NUMBER AND RADIUS OF BENDS, CORRESPONDING TO EQUIVALENT FEET USED IN HYDRAULIC CALCULATIONS.PROVIDE DETAILS OF SIGN TO BE INSTALLED AT EACH FLEXIBLE SPRINKLER HOSE FITTING ASSEMBLY. 6. DETAILS OF OVERSIZED CEILING PENETRATIONS AND OVERSIZED SPRINKLER ESCUTCHEONS. 7. TRAPEZE HANGER DETAILS AND CALCULATIONS,INCLUDING SIZE,LENGTH AND MATERIAL.ADDITIONALLY,PROVIDE SIZE,WEIGHT AND NUMBER OF PIPES TO BE CARRIED ON THE TRAPEZE. 8. ON SUBMITTAL AND AS-BUILT DRAWINGS,PROVIDE TEXT OF SPRINKLER LIST TO BE INSTALLED IN THE SPARE SPRINKLER CABINET. 1.05QUALITY ASSURANCE A. QUALITY ASSURANCE AS REQUIRED BY SECTION 21 00 00,FIRE SUPPRESSION BASIC REQUIREMENTS AND DIVISION 01, GENERAL REQUIREMENTS. 1.06WARRANTY A. WARRANTY OF MATERIALS AND WORKMANSHIP AS REQUIRED BY SECTION 21 00 00,FIRE SUPPRESSION BASIC REQUIREMENTS AND DIVISION 01,GENERAL REQUIREMENTS. 1.07SYSTEM DESCRIPTION A. PROVIDE COVERAGE FOR BUILDING AREAS AS INDICATED.FIELD VERIFY FIELD CONDITIONS PRIOR TO SUBMITTAL OF BID. ADJUST BID TO PROVIDE PROTECTION FEATURES IN ACCORDANCE WITH APPLICABLE CODES AND INTERPRETATIONS BY AHJ.PROVIDE DESIGN AND INSTALLATION BASED ON MORE STRINGENT REQUIREMENTS IF THIS SPECIFICATION AND AHJ REQUIREMENTS DIFFER FROM CODE. B. DESIGN PARAMETERS: 1. BUILDING AREA:AREAS WHERE THE QUANTITY AND/OR COMBUSTIBILITY OF CONTENTS IS LOW AND FIRE WITH RELATIVELY LOW RATES OF HEAT RELEASE ARE EXPECTED. a. OCCUPANCY CLASSIFICATION:LIGHT. 2. BUILDING AREA:AREAS WHERE COMBUSTIBILITY IS LOW,QUANTITY OF COMBUSTIBLES IS MODERATE,STOCKPILES OF COMBUSTIBLES DO NOT EXCEED 8 FT.,AND FIRES WITH MODERATE RATES OF HEAT RELEASE ARE EXPECTED. SPECIFICATIONS a. OCCUPANCY CLASSIFICATION:ORDINARY GROUP 1. 3. BUILDING AREA:AREAS WHERE THE QUANTITY AND COMBUSTIBILITY OF CONTENTS ARE MODERATE TO HIGH, STOCKPILES OF CONTENTS WITH MODERATE RATES OF HEAT RELEASE DO NOT EXCEED 12 FT.,AND STOCKPILES OF - FIRE PROTECTION CONTENTS WITH HIGH RATES OF HEAT RELEASE DO NOT EXCEED 8 FT. a. OCCUPANCY CLASSIFICATION:ORDINARY GROUP 2. 4. DESIGN PARAMETERS ABOVE ARE NFPA 13 MINIMUMS.PROVIDE INCREASED DESIGN DENSITIES,DESIGN AREAS AND HOSE ALLOWANCES TO MEET REQUIREMENTS OF AHJ. C. SPRINKLER SYSTEM DESIGN TO INCLUDE A 10 PERCENT PRESSURE AND FLOW CUSHION BETWEEN SYSTEM DEMAND POINT AND AVAILABLE WATER SUPPLIES. D. EXTEND HYDRAULIC CALCULATIONS FROM HYDRAULICALLY MOST REMOTE DESIGN AREA BACK TO LOCATION OF PRESSURE HYDRANT OF FLOW TEST OR EFFECTIVE POINT OF WATER SUPPLY WHERE CHARACTERISTICS OF WATER SUPPLY ARE KNOWN. I.OSEXTRA STOCK I N T E R F A C E A. PROVIDE EXTRA SPRINKLERS PER CODE. 17, E� E N G I N E E R I N G B. PROVIDE SUITABLE WRENCHES FOR EACH SPRINKLER TYPE AND METAL STORAGE CABINET IN RISER ROOM. `PART2-PRODUCTS - 2.01 MANUFACTURERS s � PROJECT 2019-0641' � i ✓ CONTACT Jonathan Velasquez FPO • 3 A. SPRINKLERS: 4,�7 Portland,OR 97204 � t r It 100 SW Main Street,Suite 1600 TEL 503.382.2266 www.interfaceengineering.com FILE: 00641FP01 d\phasePfire 3.DWCy\- EPfl.33.I EDIT:51291542019 5:18 PM BY KAYLAA PLOT: 12/5/2019 5:18 PM BY KAYLA AHNEN ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER JTANGE ASSOCIATES ARCHITECTS,INC.