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5th and Bluff Street Public Restroom Project_Approval of PlansMasterpiece on the Mississippi TO: The Honorable Mayor and City Council Members FROM: Michael C. Van Milligen, City Manager SUBJECT: 5th and Bluff Public Restroom Project DATE: April 26, 2013 Dubuque kital All- America City II 111! 2012 Building Services Manager Rich Russell requests City Council approval of plans, specifications, form of contract and estimate of costs of $227,000 for the 5til and Bluff Public Restroom Project. I concur with the recommendation and respectfully request Mayor and City Council approval. htit44 Prvs, it(6 Michael C. Van Milligen MCVM:sv Attachment cc: Barry Lindahl, City Attorney Cindy Steinhauser, Assistant City Manager Teri Goodmann, Assistant City Manager Rich Russell, Building Services Manager Masterpiece on the Mississippi April 24, 2013 TO: Michael C. Van Milligen, City Manager FROM: Rich Russell, Building Services Manager SUBJECT: 5th and Bluff Public Restroom Project INTRODUCTION Dubuque All-America City 1 2007 The enclosed resolution approves the plans, specifications, form of contract and estimate of costs for the 5th and Bluff Public Restroom Project. BACKGROUND The City Council scheduled a public hearing for approval of the plans, specifications, form of contract and estimate of costs at the April 15, 2013 City Council meeting. The architect's estimate of costs is $227,000. The funding sources for this project will be from the 5th and Bluff Public Restroom CIP. RECOMMENDATION I recommend that the City Council approve the plans, specifications, form of contract and estimate of costs for the 5th and Bluff Public Restroom Project. ACTION TO BE TAKEN The City Council is requested to plans, specifications, form of contract and estimate of costs for the 5t" and Bluff Public Restroom Project. cc: Jenny Larson, Budget Director Tim Horsfield, Parking Systems Manager Marie Ware, Leisure Services Manager RESOLUTION NO. 141 -13 RESOLUTION ADOPTING PLANS AND SPECIFICATIONS (5th and Bluff Public Restroom Project) Whereas, on April 15, 2013, plans, specifications, form of contract and estimated cost were filed with the City Clerk of Dubuque, Iowa for the 5th and Bluff Public Restroom Project. Whereas, notice of hearing on plans, specifications, form of contract, and estimated cost was published as required by law. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF DUBUQUE, IOWA: That the said plans, specifications, form of contract and estimated cost are hereby approved as the plans, specifications, form of contract and estimated cost for said improvements for said project. Attest: Passed, approved and adopted this 6th day of May, 2013. Kevi FirnstahI, City Clerk Roy D. Buol, Mayor CITYOF ODal UQLIE, OI FFICIAL NOTICE PUBLIC NOTICE is hereby given that the City Council of the City of Dubuque, Iowa will hold a public hearing on the proposed spece fications, form of con- tract and estimated cost for the 5th and Bluff Streets Public Restroom Project at 6:30 p.m., on the 6th day of May, 2013, in the Historic Federal Build- ing Council Chambers (Second StreetFloor),, Dub350u West 6th - que, Iowa. The scope of the project is as fol- lows: Construction of a new at the NWrestroomlic facility of 5th and Bluff Streets to in- clude men's, women's and family restrooms. At the meeting, the City Council will re- ceive oral and written comments from any resident or property owner of said City to the above action. Writ- ten comments regard- ing the above public hearing may be sub- Iowa. witted a to the City Clerk's Office on or be- fore said time of public hearing. Copies of supporting - documents for th.e pu b lic hearings are on file in the City Clerk's Of- fice, 50 W. 13th Street, and may be viewed during normal working hours. Any visual or hearing impaired persons neetlmg special' assis- tance or persons with special accessibility needs should contact the City Clerk's Office at (563) 589-4120 or TTY (563) 690-6678 at least 48 hours prior to the meeting. Published by order of the City Council given on the 15th day of April, 2013. Kevin Firnstahl, CMC, City Clerk t 4/19 NOTICE TO BIDDERS CITY NALL ENVELOPE RESTORATION PROJECT ime and Place for ling Sealed Propos- de. Sealed bids for the work comprising each improvement as stated below must be filed be- fore 2:00 p.m. on May 9, 2013, in the Office of the City Clerk, City Hall - First Floor, 50 West 13th street, Dubuque, Time and Place Sealed Proposals Will be Opened and Considered. Sealed proposals will be opened and bids tabu- lated at 2:00 p.m. on May 9, 2013, at City Hall - Conference Room A, 50 West 13th Street, Dubuque, Iowa, for consideration by the City Council (Council) at its meeting on May 20, 2013. The City of Dubuque, Iowa, re- serves the right to re- ject any and all bids. Time for Com- mencement and Completion of Work. Work on each improve- ment shall be com- menced within 5 days after the Notice to Pro- ceed has been issued and shall be fully com- pleted by September 1, 2013. Bid Security. Each bidder shall accompa- ny its bid with a bid se- curity as security that the successful bidder will enter into a con- tract for the work bid upon and will furnish after the award of con- tract a corporate sure- ty bond, acceptable to the governmental enti- ty, for the faithful per- formance of the con- tract, in an amount equal to one hundred percent of the amount of the contract. The bid security shall be in the amount of ten percent (10%) of the amount of the contract and shall be in the form of a cashier's check or cer- tified check drawn on state -chartered or fed- erally chartered bank, or a certified share draft drawn on a state - chartered or federally chartered credit union, or the governmental entity may provide for, a bidder's bond with corporate surety satis- factory to the govern- mental entity. The bid bond shall contain no conditions excepted as provided in this sec- tion. Contract Docu- ments. Paper copies of the construction documents may be ob- tained at Tri State Blueprint, 969 Central Avenue, Dubuque, Iowa 52001 beginning April 19, 2013. No plan de- posit is required. Preference for Iowa Products and Labor. By virtue of statutory authority, preference will be given to prod- ucts and provisions grown and coal pro- duced within the State of Iowa, and to Iowa domestic labor, to the extent lawfully re- quired under Iowa stat- utes. Sales Tax. The bidder should not include sales tax in its bid. A. sales tax 1 exemption certificate will be avail- able for all material purchased for incorpo- ration in the project. General Nature of Public Improvement.' The project consists of construction of a new restroom facility at the NW corner of 5th and Bluff Streets. Men's, Women's and Family restrooms are provid- ed. The new connec- tions to water and sew- er beneath 5th Street require concrete panel replacement. A mason- ry veneer will be pro- vided on all sides STATE OF IOWA {SS: DUBUQUE COUNTY CERTIFICATION OF PUBLICATION I, Suzanne Pike, a Billing Clerk for Woodward Communications, Inc., an Iowa corporation, publisher of the Telegraph Herald,a newspaper of general circulation published in the City of Dubuque, County of Dubuque and State of Iowa; hereby certify that the attached notice was published in said newspaper on the following dates: April 19, 2013, and for which the charge is $61.13. Subscribed to before me, a Notary Public in and for Dubuque County, Iowa, this 1/9 day of , 20 if . Pre -Bid Conference,' Each prospective bid- der is encouraged to attend the Pre -Bid Con- struction Conference to be held at 2 PM on April 25, 2013, at the site at 5th and Bluff Streets, Dubuque, Io- wa. Published in the Tele- graph Herald, April 19, 2013. 1t 4/19 Notary Public in and for Dubuque County, Iowa. 'GARY K. WES T EF mmisaiotl Nuri f m: AMENT PROJECT NO. G09613.10 CITY OF DUBUQUE 5TH STREET AND BLUFF STREET PUBLIC RESTROOMS BID SET CODE INFORMATION - 2009 IBC USE AND OCCUPANCY CLASSIFICATION (CHAPTER 3): M (ACCESSORY BUILDING) CONSTRUCTION TYPE (CHAPTER 6): VB ALLOWABLE HEIGHT AND BUILDING AREAS (SEE TABLE 503 & SECTION 506 ): ALLOWABLE HEIGHT = 1 STORY, PROVIDED = 1 STORY, ALLOWABLE HEIGHT AND BUILDING AREAS (SEE TABLE 503 & SECTION 506): ALLOWABLE AREA = 15,750 SF, PROVIDED = 560 SF FIRE - RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (IBC TABLE 601): STRUCTURAL FRAME: 0 HR BEARING WALLS (EXTERIOR): 0 HR BEARING WALLS (INTERIOR): 0 HR NONBEARING WALLS AND PARTITIONS (EXTERIOR): 0 HR , UNLESS REQUIRED BY TABLE 602 NONBEARING WALLS AND PARTITIONS (INTERIOR): 0 HR FLOOR CONSTRUCTION: 0 HR ROOF CONSTRUCTION: 0 HR FIRE - RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE (TABLE 602): FIRE SEPARATION DISTANCE: 0 TYPE OF CONSTRUCTION: VB, OCCUPANCY GROUP: M FIRE WALL RESISTANCE RATINGS (TABLE 706 4): OCCUPANCY GROUP: M, FIRE - RESISTANCE RATING: 3 HR SMOKE BARRIER RATING (IBC 2009 SECTION 710): OCCUPANCY GROUP: 1 -2, FIRE - RESISTANCE RATING: 1 HR FIRE - RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES BETWEEN FIRE AREAS (TABLE 707.3.91: OCCUPANCY GROUP: M, FIRE RESISTANCE RATING: 2 HR PORTABLE FIRE EXTINGUISHERS (SECTION 906): PROVIDED PER INTERNATIONAL FIRE CODE (5 LB: SPRINKLERED BUILDING, 75' MAXIMUM TRAVEL DISTANCE IN LOW HAZARD OCCUPANCIES) NON - SPRINKLERED : OCCUPANCY GROUP: M MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT (IBC 2009 TABLE 1004.1.1 & LSC 2000 TABLE 7.3.1.2): MERCANTILE 580 SF AREA / 30 SF PER OCCUPANT = 18 OCCUPANTS TOTAL OCCUPANCY AT PUBLIC RESTROOMS = 18 OCCUPANTS EGRESS WIDTH PER OCCUPANT SERVED (SECTION 1005):.2" x X NURSING CARE FACILITY OCCUPANTS = 3.8" REQUIRED, 108" PROVIDED (3 EXITS) ( -1 EXIT PER TOILET ROOM) EXIT ACCESS TRAVEL DISTANCE (TABLE 1016.1): OCCUPANCY CLASSIFICATION: M, WITHOUT SPRINKLERS, 200 FEET (MAX FEET TRAVEL < 200 FEET) PROJECT DESCRIPTION: THE PROJECT CONSISTS PRIMARILY OF DESIGN OF NEW PUBLIC RESTROOMS LOCATED IN A HISTORIC DISTRICT TO SERVE LOCAL SHOPS AND BUSINESSES THAT CANNOT PROVIDE ACCESSIBLE RESTROOMS PER CURRENT REQUIREMENTS. CODE IMPACT: THE PROJECT WILL IMPACT USE AND OCCUPANCY CLASSIFICATION, CONSTRUCTION TYPE, ALLOWABLE HEIGHT AND BUILDING AREAS, REQUIRED SEPARATION OF OCCUPANCIES, AND MAXIMUM AREAS OF EXTERIOR WALL OPENINGS. THE PROJECT WILL PROVIDE INCREASED ACCESSIBILITY IN THE HISTORIC DISTRICT. IOWA ONE CALL 800292 -8989 CALL - BEFFORE - IW - DIB 5TH AND BLUFF STREET DUBUQUE, IA PROJECT LOCATION ENBi NOT TO SCALE /T /R IC tICT G tit 4 %e' St -Doom Clack. PL..-. E 21tpSt lt • .h. crane OG.•a r•"_, ant-neat run rS R/,.i aN„ %a..ng' s,,. W et.St a 9Pn " +N CO St \ it 3 Fen •14 ;Fast n 6 Nauuchelll St 0 CIL Ps Dtabout,. Mn.eum GI Al T c� Yl 6th St r.1. E w la e CATHEDRAL HISTORIC DISTRIC I Nalday Won gUBUOUFJC.AILNA VJ Attt St OLD MAIN HISTORIC DISH RICT Coon C9AII<R s 206" W \st St R se Ny Bridge N..bu•o.1 K Laura. .1 E 5th St PM9.nm, Ib.pAa14V aen.n.vl .G r1c, nG '. 151 '. t /se sr Eat, SG. . • P•n.nwla C,m.nq LTC e wily Y1eaI.1 Shane CI., %Mow y r r' Co v _ 1' HEATHER L. MI KAKERT : Y � les .'..'1l, (IOWA,`;lC" I HEREBY CERTIFY THAT THE PLANS, SPECIFICATIONS OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF ILLINOIS. SIGNED, DATE: HEATHER L. ICAKERT MY LICENSE RENEWAL DATE IS JUNE 30, 2014 IOWA LICENSE NO. 06360 ENTIRE SUBMISSION IS COVERED BY THIS SEAL UNLESS SPECIFIED BELOW. ARCHITECTURAL SHEETS Ament D E S I G N 1 ARCHITECT/ CIVIL ENGINEER AMENT, INC. 4715 15TH STREET A MOLINE, IL 81285 PHONE (309) 762 -3617 FAX (309) 378 -9882 `ate. a t t t \O E 7 E (S S! 10 A// i r/ • Qom. • • .... ,'bq� '. /; : • MICHAEL G. • • "Z.- Q : Z� 1 • !+f u • ` .a, • -0 yam'. !HEREBY CERTIFY THAT THIS PLAN SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF IOWA. SIGNED, DATE: MICHAEL O. DRYDEN. P.E. IOWA LICENSE NO. 11440 MY LICENSE RENEWAL DATE IS DECEMBER 31, 2014 ENTIRE SUBMISSION IS COVERED BY THIS SEAL UNLESS SPECIFIED BELOW. K w J w ENGINEERING CONSULTANTS Experience you can build on.m STRUCTURAL ENGINEER/ MECHANICAL ENGINEER / ELECTRICAL ENGINEER KJWW ENGINEERING CONSULTANTS 623 26TH AVENUE ROCK ISLAND, IL 81201 PHONE (309) 788 -0673 FAX (309) 788 -5967 INDEX OF SHEETS NO. DESCRIPTION COVER COVER C1.1 OVERALL SITE PLAN C1.2 SITE PLAN S0.0 GENERAL NOTES S1.1 STRUCTURAL PLANS S3.0 CONCRETE DETAILS S4.0 MASONRY DETAILS G1.1 GENERAL INFORMATION A1.0 ARCHITECTURAL SITE PLAN A1.1 FLOOR PLAN & DOOR SCHEDULE A1.2 UPPER FLOOR PLAN & REFLECTED CEILING PLAN A1.3 ROOF PLAN A2.1 EXTERIOR ELEVATIONS A3.1 WALL SECTIONS A5.1 DETAILS A6.1 INTERIOR ELEVATIONS & FINISH SCHEDULE M1.1 FLOOR PLANS - MECHANICAL M3.0 MECHANICAL DETAILS AND CONTROLS M5.0 MECHANICAL SCHEDULES AND MATERIAL LIST E0.0 ELECTRICAL COVERSHEET E1.0 ELECTRICAL SITE PLAN E1.1 FLOOR PLANS - ELECTRICAL E5.0 ELECTRICAL DETAILS AND SCHEDULES E5.1 GENERAL ELECTRICAL EQUIPMENT SCHEDULE GENERAL NOTES: 1. CONTRACTOR SHALL COORDINATE WORK SCHEDULES WITH THE OWNER. 2. ALL CONTRACTORS SHALL COORDINATE THEIR WORK WITH THAT OF ALL OTHER TRADES TO INSURE PROPER SEQUENCING AND INSTALLATION. 3. ALL ELEMENTS AND SURFACES DAMAGED BY DEMOLITION, BUT NOT SCHEDULED FOR DEMOLITION, SHALL BE REPAIRED RE- ANCHORED, AND FINISHED TO MATCH ADJACENT SURFACES AT NO ADDITIONAL COST TO OWNER. 4. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, INCLUDING DIMENSIONS, WHICH AFFECT THE CONTRACTORS WORK. IF EXISTING CONDITIONS ARE CONTRARY TO THE PLANS, CONTRACTOR IS TO NOTIFY THE ARCHITECT, OWNER, OR THE OWNERS REPRESENTATIVE IMMEDIATELY. 5. IF ASBESTOS OR ANY OTHER HAZARDOUS MATERIAL IS ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT, OWNER OR THE OWNERS REPRESENTATIVE IMMEDIATELY. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND PROPER DISPOSAL OF CONSTRUCTION DEBRIS. THE CONTRACTOR SHALL COORDINATE FINAL SALVAGE REQUIREMENTS WITH THE OWNER. 7. TEMPORARY BARRICADES SHALL BE INSTALLED IN ACCORDANCE WITH OSHA STANDARDS TO PREVENT POSSIBLE INJURY. 8. EXISTING CONSTRUCTION IS SHOWN IN LIGHT LINES AND NEW CONSTRUCTION WITH BOLD LINES, UNLESS OTHERWISE NOTED. 9. PROVIDE APPROVED BLOCKING OR STRAPPING IN WALL, CEILING, AND OTHER FRAMING AS REQUIRED TO SUPPORT FIXTURES INCLUDING, BUT NOT LIMITED TO, MIRRORS, GRAB BARS, SHELVING, SINKS, AND CASEWORK. (THIS INCLUDES ITEMS NOTED AS NIC AND OFCI, COORDINATE WITH OWNERS REPRESENTATIVE). 10. PATCH AND FINISH EXISTING SURFACES AFFECTED BY DEMOLITION. RESTORE BY REMOVING DAMAGED PORTION AND REPLACING WITH NEW. MAKE SPLICES AND SEAMS AS INCONSPICUOUS AS POSSIBLE. 11. FILL CELLS OF BLOCK WITH GROUT WHERE ANCHORS AND FASTENERS ARE USED TO SECURE ITEMS TO WALLS. 12. WHERE VAPOR BARRIERS ARE INSTALLED PROVIDE CONTINUOUS SEAL BETWEEN WALL AND CEILING PLANES USING MANUFACTURER'S INSTALLATION INSTRUCTIONS. 13. SEE WALL SECTIONS FOR EXTERIOR WALL ASSEMBLIES. 14. SEE STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS, TYP. ISSUED FOR: BID 4/05/2013 5TH STREET AND BLUFF STREET PUBLIC RESTROOMS N 0 5 10 20 THE LOCATION OF ALL UTILITIES INDICATED ON THE PLANS IS TAKEN FROM EXISTING PUBLIC RECORDS. THE EXACT LOCATION AND ELEVATION OF ALL PUBLIC UTILITIES MUST BE DETERMINED BY THE CONTRACTOR. IT SHALL BE THE DUTY OF THE CONTRACTOR TO ASCERTAIN WHETHER ANY ADDITIONAL FACILITIES OTHER THAN THOSE SHOWN ON THE PLAN MAY BE PRESENT. BENCHMARK: BM #1: 643.32 FIRST ORDER CLASS ONE NGS BENCHMARK "DUBUQUE" DISC ON WINDOW WELL NORTH SIDE POST OFFICE 6TH & BLUFF STREET BM #2: 644.42 EAST BOLT FIRE HYDRANT NE CORNER WEST 6TH ST & BLUFF STREET LEGAL DESCRIPTION: CITY LOTS 615, 616, 616A, THE SOUTH 8' OF 617, THE SOUTH 62'6" OF THE NORTH 64' OF CITY LOT 617, LOT 1 OF CITY LOT 690, SOUTH 9/10' OF THE NORTH 64' OF CITY LOT 617. \ \ \ \\ „croc \ rn ER /P\NNR t" G Ci NG / 5 c c c \ 4 \\ iCk \ 43 e-4:- \ \ \ \ \ \ \ \ \ \ \ \ c0 SS SS j V I 1% J / V� b; ��pEi N \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ LEGEND CCD 0 CONIFEROUS TREE 0 DECIDUOUS TREE O BUSH • FOUND PIN CONTROL POINT ® FLAG POLE X UGHT 0 POWER POLE GUY WIRE TELEPHONE PEDESTAL © CAN PEDESTAL • WATER VALVE • FIRE HYDRANT NI GAS VALVE OS SANITARY SEWER MANHOLE OD STORM SEWER MANHOLE O PROPANE TANK 0 BUSINESS / STREET SIGN 15" ST— STORM SEWER W /SIZE 10" SS— SANITARY SEWER W /SIZE —TELE— UNDERGROUND TELEPHONE G GAS SERVICE —CAW— CABLE TELEVISION —12" W— WATER MAIN W /SIZE X FENCE — F WOODEN FENCE — FOP— FIBER OPTICS — OHE— OVERHEAD ELECTRIC — RIGHT —OF —WAY UNE A.C.C. ASPHALTIC CEMENTED CONC. P.C.C. PORTLAND CEMENTED CONC. ( ) RECORDED AS NOTES: 1) PROPOSED SIDEWALK IS 4" THIOK P.C. CONCRETE SIDEWALK SHALL HAVE A BRUSHED FINISH. 2) PROPOSED CURB & GUTTER IS 6" THICK P.C. CONCRETE W/ 6" INTEGRAL CURB. 3) A PERMIT FOR EXCAVATION IN THE PUBLIC RIGHT —OF —WAY IS REQUIRED. THE PERMIT MAY BE OBTAINED FROM THE ENGINEERING DEPARTMENT. 4) CONTACT CITY ENGINEER'S OFFICE (563- 589 -4270) 48 HOURS BEFORE CONNECTION TO THE SANITARY SEWER TO ARRANGE FOR INSPECTION. ASK FOR DENISE IHRIG. 5) DOMESTIC WATER /FIRE PROTECTION SYSTEM ARE REQUIRED TO HAVE AN APPROVED CROSS CONNECTION CONTROL DEVICE INSTALL PER 603.2.7. TYPE OF DEVICE WILL BE DETERMINED BY DEGREE OF HAZARD. UPON INSTALLATION A TEST REPORT BY A CERTIFIED BACKFLOW ASSEMBLY TESTER SHALL BE SUBMITTED TO THE CITY OF DUBUQUE WATER DEPARTMENT LOCATED AT 925 KERPER COURT, DUBUQUE, IOWA 52001 PRIOR TO THE OCCUPANCY OF THIS BUILDING. THE PRIMARY CONTACT PERSON FOR THE CITY OF DUBUQUE WATER DEPARTMENT IS MICHAEL BREKKE, (563) 589 -4303. w Z 0 W cc Z 0: J DRAWN BY: APPROVED BY: 04 -05 -2013 ISSUE DATE: z Co 0- E N Q OVERALL SITE PLAN 0 0 cc cc 00 m w 0 0 Lei m D 1- SHEET NO. C1.1 OF FILE NAME G09613.10 0 5 10 20 THE LOCATION OF ALL UTILITIES INDICATED ON THE PLANS IS TAKEN FROM EXISTING PUBLIC RECORDS. THE EXACT LOCATION AND ELEVATION OF ALL PUBLIC UTILITIES MUST BE DETERMINED BY THE CONTRACTOR. IT SHALL BE THE DUTY OF THE CONTRACTOR TO ASCERTAIN WHETHER ANY ADDITIONAL FACILITIES OTHER THAN THOSE SHOWN ON THE PLAN MAY BE PRESENT. RAIN GARDEN NOTES: 1) SOIL AMENDMENTS — OVEREXCAVATE RAIN GARDEN BY 6 ". BACKFILL WITH 3" OF WASHED CONCRETE SAND AND 3" OF COMPOST. ROTOTILL TO A DEPTH OF 6" TO CREATE A UNIFORM BLEND OF SAND AND COMPOST. 2) PLANTINGS— BORDER OF RAIN GARDEN SHALL BE PLANTED WITH BLUE GRAMA. INTERIOR PLANTS SHALL BE SELECTED FROM BOTTLE GENTIAN, COLUMBIBE, GOLDEN ALEXANDER, LITTLE BLUESTEM, MOUNT IN MINT, PRAIRIE BLAZING STAR AND SILKY ASTER. PLANTS MAY BE UBSTITUTED AT THE APPROVAL OF THE ARCHITECT. 3) RAIN GARDEN CONSTRUCTION SHALL BE IN ACCORDANCE ITH "RAIN GARDENS, IOWA GARDEN DESIGN AND INSTALLATION MANUAL ". 4) ALTERNATIVE PLANTINGS LISTS MAY BE FOUND AT HTTP:// PRRCD .ORG /INL /RECOMMENDED_PLANTS.HTM OR HTTP: / /WWW.DNR. STATE. WI .US /RUNOFF /RG /PLANTLISTING.HTML. PeSN �N 041450\S\ GvCS u_ G v S \\J 0 2 ,?-\c(-\\0\e' \ \ \ %c(' \\ o cN \ v • v�= 0 c \NI ckCSAj\cC\ ClacCjn 3 ,, 000 0GO° GC v i cb c ss ss W Q 0 M DRAWN BY: APPROVED BY: 0 ISSUE DATE: z 0- EN QW a J 0 w 5TH AND BLUFF PUBLIC RESTROOMS DUBUQUE, IOWA SHEET NO. C1.2 OF FILE NAME G09613.10 DESIGN CRITERIA 1. CODES: INTERNATIONAL BUILDING CODE (IBC) 2009 AMERICAN CONCRETE INSTITUTE BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318 -08) AMERICAN CONCRETE INSTITUTE BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-08) AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS ALLOWABLE STRENGTH DESIGN (ASD)(AISC 360 -05) THIRTEENTH EDITION, 2005 AMERICAN WELDING SOCIETY D1.1 AMERICAN FOREST & PAPER ASSOCIATION (AF &PA) NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION 2005 2. DESIGN LOADS: OCCUPANCY CATEGORY BACKFILL EQUIVALENT FLUID PRESSURE SEISMIC (IBC) SOIL CLASSIFICATION SPECTRAL RESPONSE ACCELERATION, Ss SPECTRAL RESPONSE ACCELERATION, S1 SHORT PERIOD DESIGN ACCELERATION, Sds LONG PERIOD DESIGN ACCELERATION, Sd1 IMPORTANCE FACTOR SEISMIC DESIGN CATEGORY SEISMIC FORCE RESISTING SYSTEM ANALYSIS PROCEDURE SEISMIC RESPONSE COEFFICIENT, Cs WIND - PARAMETERS BASIC WIND SPEED 90 MPH IMPORTANCE FACTOR 1.0 EXPOSURE CLASS B WIND- MAIN WIND FORCE RESISTING SYSTEM PRESSURES DESIGN PRESSURE 20 PSF WIND - ELEMENTS AND COMPONENTS PER APPLICABLE BUILDING CODE LIVE LOADS TYPICAL SNOW LOADS GROUND SNOW LOAD SNOW EXPOSURE FACTOR THERMAL FACTOR IMPORTANCE FACTOR SLOPED ROOF SNOW LOAD DESIGN LOAD RAIN -ON -SNOW SURCHARGE UNBALANCED SNOW LOAD II 70 PCF D 0.094 g 0.046 g 0.075 g 0.052 g 1.0 A ORDINARY REIN FORCED MASONRY SHEAR WALLS SIMPLIFIED ANALYSIS 0.01 100 PSF UNREDUCIBLE 30 PSF 1.0 1.1 1.0 21 PSF 25 PSF 0 PSF 7 PSF WINDWARD; 45 PSF FOR 5' -0" AND 5 PSF FOR 3' -6 ". 3. NET ALLOWABLE SOIL BEARING PRESSURES ASSUMED FOR ALL FOUNDATIONS 1500 PSF (IBC 1806.2) 4. MINIMUM FROST PROTECTION DEPTH FROM ADJACENT GRADE: EXTERIOR FOOTINGS IN UNHEATED AREA -4' -0" 5. SPECIFIED 28- DAYCONCRETE COMPRESSIVE STRENGTHS (fc) FOOTINGS 3000 PSI FOUNDATION WALLS 4000 PSI SLABS ON GRADE 4000 PSI TYPICAL - UN LESS NOTED OTHERWISE 4000 PSI 6. CONCRETE REINFORCING STEEL SHALL BE HIGH STRENGTH NEW BILLET STEEL CONFORMING TO THE FOLLOWING STANDARDS: DEFORMED BARS ASTM A615, GRADE 60 Fy = 60 KSI WELDED WIRE REINFORCING ASTM A185 Fy = 65 KSI 7. MATERIALS FOR CONCRETE UNIT MASONRY SHALL CONFORM TO TH E FOLLOWING STANDARDS: CONCRETE MASONRY UNITS ASTM C90 MORTAR MATERIALS ASTM C270, TYPE S GROUT FOR MASONRY ASTM C476 REINFORCING STEEL FOR MASONRY ASTM A615, GRADE 60 (UNO) PLATE AND BENT BAR ANCHORS ASTM A36 SHEET METAL ANCHORS AND TIES ASTM A1008 WIRE MESH TIES ASTM A185 WIRE TIES AND ANCHORS ASTM A951 ANCHOR BOLTS FOR MASONRY ASTM A307, GRADE A 8. MINIMUM 28 DAY COMPRESSIVE STRENGTHS FOR MASONRY(fm): DESIGN ASSEMBLY STRENGTH, fm 2000 PSI INDIVIDUAL CONCRETE MASONRY UNITS 2800 PSI MORTAR FOR MASONRY (TYPE S REQUIRED) 1800 PSI GROUT FOR MASONRY 2000 PSI 9. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: WIDE FLANGE SECTIONS SQUARE AND RECTANGULAR HSS CAP AND BASE PLATES CONNECTION MATERIAL ANCHOR RODS HIGH STRENGTH BOLTS HEAVY HEX NUTS WASH ERS ELECTRODES FOR ARC WELDING ASTM A992 ASTM A500, GR B ASTM A36 ASTM A36 ASTM F1554, GR 36 A325 (3/4" DIAMETER UNO) ASTM A563 ASTM F436 AWS 5.1, E70XX 10. SHEATHING: DOC PS -1, DOC PS -2 ROOF SHEATHING - SLOPED: 5/8 "; 32/16 APA; EXP 1; C -D 11. HEADERS /RAFTERS /JOIST: DOUGLAS FIR - LARCH; HEM FIR; SOUTHERN PINE; Fb =850 PSI NO. 2 NO. 2 NO. 2 Fy = 50 KS Fy = 46 KS Fy = 36 KS Fy = 36 KS Fy = 36 KS Fv = 21 KS Fc II= 1400 PSI GENERAL NOTES 1. NEITHER THE PROFESSIONAL ACTIVITIES OF THE ENGINEER, NOR THE PRESENCE OF THE ENGINEER OR HIS OR HER EMPLOYEES AND SUBCONSULTANTS AT THE CONSTRUCTION SITE, SHALL RELIEVE THE CONTRACTOR AND ANY OTHER ENTITY OF THEIR OBLIGATIONS, DUTIES, AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES, OR PROCEDURES NECESSARY FOR PERFORMING, SUPERINTENDING, OR COORDINATING ALL PORTIONS OF THE WORK OF CONSTRUCTION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES. THE ENGINEER AND HIS OR HER PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR OTHER ENTITY OR THEIR EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PRECAUTIONS. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE JOBSITE SAFETY. THE ENGINEER AND THE ENGINEER'S CONSULTANTS SHALL BE MADE ADDITIONAL INSUREDS UNDER THE CONTRACTOR'S GENERAL LIABILITY INSURANCE POLICY. 2. STRUCTURAL DRAWINGS INCLUDE DESIGN REQUIREMENTS AND DIMENSIONS FOR STRUCTURAL INTEGRITY BUT DO NOT SHOW ALL DETAIL DIMENSIONS TO FIT INTRICATE ARCHITECTURAL AND MECHANICAL DETAILS. CONTRACTOR SHALL SO CONSTRUCT THE WORK SO THAT IT WILL CONFORM TO THE CLEARANCES REQUIRED BY ARCHITECTURAL, MECHANICAL AND ELECTRICAL DESIGN. 3. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS NOTED OTHERWISE, THEY DO NOT INDICATE THE MEANS OR METHODS OF CONSTRUCTION. 4. DETAILS AND NOTES ON THE STRUCTURAL DRAWINGS ARE INTENDED TO BE TYPICAL FOR SIMILAR SITUATIONS ELSEWHERE. 5. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR MECHANICAL, ELECTRICAL, AND PLUMBING WITH APPROPRIATE TRADE CONTRACTORS. OPENING SIZES AND LOCATIONS SHOWN FOR DUCTS, PIPES, INSERTS AND OTHER PENETRATIONS WHEN SHOWN ARE FOR GENERAL INFORMATION ONLY AND SHALL BE VERIFIED PRIOR TO FORMING. 6. DIMENSIONS, NOTES, AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 7. REFER TO ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: A. SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS, UNLESS NOTED OTHERWISE. B. SIZE AND LOCATIONS OF ALL INTERIOR AND EXTERIOR MASONRY WALLS. C. SIZE AND LOCATION OF ALL CONCRETE CURBS, FLOOR DRAINS, SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETC. D. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS UNLESS NOTED OTHERWISE. E. FLOOR, WALL AND ROOF FINISHES. F. STAIR FRAMING AND DETAILS. ALSO REFER TO STAIR MANUFACTURER'S APPROVED SHOP DRAWINGS G. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS. H. FIRE PROTECTION REQUIREMENTS. 8. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE FOLLOWING: A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, ETC., EXCEPT AS SHOWN. B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS. C. CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL OR PLUMBING FIXTURES. D. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES OR CURBS AND ANCHOR BOLTS FOR MOTOR MOUNTS. 9. BEFORE SUBMITTINGA PROPOSAL FOR THIS WORK, EACH BIDDER SHALL VISIT THE PREMISES AND BECOME FULLYACQUAINTED WITH THE EXISTING CONDITIONS, TEMPORARY CONSTRUCTION REQUIRED, QUANTITIES AND TYPES OF EQUIPMENT, ETC. THE BID SHALL INCLUDE ALL SUMS REQUIRED TO DO THE WORK WITHIN THE EXISTING CONDITIONS. DISRUPTION OF NORMAL ACTIVITIES IN THE WORK AREA SHALL BE KEPT TO A MINIMUM. 10. SHOP DRAWINGS PREPARED BY SUPPLIERS, SUBCONTRACTORS, AND OTHERS SHALL BE REVIEWED AND COORDINATED PRIOR TO SUBMITTING TO THE ARCHITECT. EACH SHOP DRAWING SUBMITTED SHALL BE STAMPED, INITIALED AND DATED INDICATING REVIEW BY THE CONSTRUCTION MANAGER /GENERAL CONTRACTOR. 11. SHOP DRAWINGS PREPARED BY THE SUBCONTRACTORS, SUPPLIERS, AND OTHERS SHALL BE REVIEWED BY THE ARCHITECT ONLY FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY. REVIEW BYTHE ARCHITECT SHALL NOT BEGIN WITHOUT THE PRIOR COORDINATION AND REVIEW BY THE GENERAL CONTRACTOR. WORK SHALL NOT BEGIN WITHOUT REVIEW BY THE ARCHITECT. NOTATIONS MADE BY THE ARCHITECT ON THE SHOP DRAWINGS DO NOT RELIEVE THE CONTRACTOR FROM COMPLYING WITH THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. 12. OPTIONS ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES RESULTING FROM CHOOSING AN OPTION AND SHALL COORDINATE ALL DETAILS. THE COST OF ADDITIONAL DESIGN WORK NECESSITATED BY SELECTION OF AN OPTION SHALL BE BORN E BY TH E CONTRACTOR. 13. THE COST OF ADDITIONAL DESIGN WORK DUE TO ERRORS OR OMISSIONS BY THE CONTRACTOR IN CONSTRUCTION SHALL BE BORNE BY THE CONTRACTOR. 14. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW OR RECORD SHALL BEAR THE STAMP AND SIGNATURE OF A PROFESSIONAL STRUCTURAL ENGINEER REGISTERED IN THE STATE OF IOWA. 15. ELEVATIONS ARE BASED ON THE FIRST FLOOR ELEVATION OF (+ 0' - 0 ") WHICH IS EQUAL TO CIVIL ELEVATION OF (646.00'). CONCRETE 1. ALL CONCRETE WORK SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN CONCRETE INSTITUTE PUBLICATIONS: ACI 117, ACI 301, ACI 305.1, ACI 306.1, ACI 308.1, ACI 315 AND ACI 318 UNLESS NOTED OTHERWISE ON THE DRAWINGS OR IN THE SPECIFICATIONS. 2. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL PENETRATIONS THROUGH CONCRETE BEFORE PLACING. SECURE SUCH SLEEVES TO PREVENT MOVEMENT DURING PLACING OPERATIONS. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR LOCATIONS OF PENETRATIONS. 3. CUTTING OF REINFORCING WH ICH CONFLICTS WITH EMBEDDED OBJECTS IS NOT ACCEPTABLE. 4. CORE DRILLING CONCRETE IS NOT PERMITTED UNLESS NOTED OTHERWISE OR APPROVED IN WRITING BY THE ARCHITECT. NOTIFYTHE ARCHITECT IN ADVANCE OF CONDITIONS NOT SHOWN ON THE DRAWINGS. 5. CONFIRM WITH ARCHITECT THAT MATERIALS TO BE EMBEDDED ARE SUITABLE FOR EMBEDMENT IN CONCRETE. 6. THE OUTSIDE DIAMETER OF EMBEDDED CONDUIT OR PIPE SHALL NOT EXCEED 1/3 OF THE SLAB THICKNESS IN STRUCTURAL SLABS, INCLUDING AT CROSS-OVERS, AND SHALL BE PLACED BETWEEN THE TOP AND BOTTOM REINFORCING WITH A MINIMUM 3" CLEAR COVER. CONDUIT OR PIPE RUNNING PARALLEL TO EACH OTHER SHALL BE SPACED AT LEAST 8" APART AND NO MORE THAN (2) RUNS STACKED VERTICALLY IN THE SLAB. CONDUIT OR PIPE SHALL NOT BE EMBEDDED IN ANY SUPPORTED SLAB LESS THAN 6" THICK. NO EMBEDDED CONDUIT OR PIPE IS ALLOWED IN ANYCONCRETE SLAB ON METAL DECK. 7. SLOPE SLABS TO DRAINS OR FOR POSITIVE DRAINAGE IF NO DRAINS ARE PRESENT, AND PROVIDE DEPRESSIONS WHERE SHOWN ON THE STRUCTURAL AND /OR ARCHITECTURAL DRAWINGS, WITHOUT REDUCING THE THICKNESS OF SLAB INDICATED. FOR SLAB -ON -GRADE DEPRESSIONS GREATER THAN 1 ", REFER TO DETAIL FOR ADDITIONAL REINFORCING. 8. NO ALUMINUM SHALL BE ALLOWED IN THE CONCRETE WORK UNLESS COATED TO PREVENT ALUMINUM- CON CRETE REACTION. 9. INTERNALLY VIBRATE ALL CAST -IN -PLACE CONCRETE EXCEPT SLABS -ON -GRADE WHICH NEED ONLY BE VIBRATED AROUND UNDER FLOOR DUCTS AN D OTHER EMBEDDED ITEMS. VIBRATE TOPS OF COLUMNS. 10. CONCRETE SHALL NOT BE PERMITTED TO DROP MORE THAN 5 FEET. 11. THE DESIGN AND ENGINEERING OF FORM WORK, AS WELL AS ITS CONSTRUCTION, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. FORMS SHALL BE DESIGNED TO HAVE SUFFICIENT STRENGTH TO SAFELY WITHSTAND THE LOADS RESULTING FROM PLACEMENT AND VIBRATION OF THE CONCRETE, AND SHALL ALSO BE DESIGNED FOR SUFFICIENT RIGIDITY TO MAINTAIN SPECIFIED TOLERANCES. CONTRACTOR SHALL SUBMIT DETAILED FORM WORK SHOP DRAWINGS TO THE ARCHITECT TO BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN CONCEPT ONLY. 12. MIX - TYPICAL: COARSE AGGREGATE FINE AGGREGATE SLUMP MAXIMUM W/C RATIO AIR CONTENT 13. MIX - INTERIOR SLAB ON GRADE: COARSE AGGREGATE FINE AGGREGATE SLUMP MAXIMUM W/C RATIO AIR CONTENT OTHER REQUIREMENTS 2. 3. 100% PASSING 1 1/2" SIEVE 100% PASSING 3/8" SIEVE 1" TO 4" 0.45 5% TO 8% 100% PASSING 1 1 /2" SIEVE 100° PASSING 3/8" SIEVE 4" TO 6" 0.50 NOT APPLICABLE USE WATER REDUCING ADMIXTURE TO ACHIEVE SLUMP SPECIFIED FOUNDATIONS /SLAB -ON -GRADE CROSS REFERENCE ARCHITECTURAL AND STRUCTURAL DRAWINGS TO ASSURE PROPER DIMENSIONS AND PLACEMENT OF ALL ANCHOR BOLTS, INSERTS, NOTCHES, EDGES IN GRADE BEAMS, FOUNDATION WALLS AND PIERS. ALL EXCAVATIONS SHALL BE PROPERLYAND SAFELY BACKFILLED. DO NOT PLACE BACKFILL BEHIND RETAINING WALLS BEFORE CONCRETE HAS ATTAINED SPECIFIED COMPRESSIVE STRENGTH. CONTRACTOR SHALL BRACE OR PROTECT ALL WALLS BELOW GRADE FROM LATERAL LOADS UNTIL SUPPORTING FLOOR IS COMPLETELY IN PLACE AND HAS ATTAINED FULL STRENGTH. CONTRACTOR SHALL PROVIDE FOR DESIGN, PERMITS, AND INSTALLATION OF SHORING AND /OR SHEETING. BACKFILLING IS NOT PERMITTED FOR FOUNDATION WALLS UNTIL SUPPORTED SLAB ABOVE IS IN PLACE OR THE WALL IS ADEQUATELY BRACED TO RESIST LATERAL LOADS. UNLESS NOTED OTHERWISE, ALL FOOTINGS SHALL BE CENTERED UNDER WALLS, PIERS OR COLUMNS. 4. PROVIDE SAW CUT CONTROL JOINTS IN ALL SLABS -ON- GRADE. LOCATE JOINTS ALONG COLUMN LINES WITH INTERMEDIATE JOINTS SPACED AT A MAXIMUM OF 36 TIMES THE SLAB THICKNESS, UNLESS NOTED OTHERWISE. CONTROL JOINTS SHALL BE CONTINUOUS, NOT STAGGERED OR OFFSET. SLAB PANELS SHALL HAVE A MAXIMUM LENGTH TO WIDTH RATIO OF 1.5 TO 1. PROVIDE ADDITIONAL CONTROL JOINTS AT ALL RE- ENTRANT CORNERS FORMED IN SLAB ON GRADE. REINFORCING STEEL 1. FOR CAST -IN -PLACE CONCRETE THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT UNLESS NOTED OTHERWISE: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3 INCHES CONCRETE EXPOSED TO EARTH OR WEATHER NO. 6 BARS OR LARGER 2 INCHES NO. 5 BARS OR SMALLER 1 1/2 INCHES SLABS, WALLS, JOISTS NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH NO. 11 BARS OR SMALLER 3/4 INCHES BEAMS AND COLUMNS NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH 1 1/2 INCHES 2. DIMENSIONS OF CONCRETE COVER FOR REINFORCEMENT INDICATED ON DRAWINGS ARE TO OUTERMOST REINFORCING BARS. FOR BEAMS OR COLUMNS WITH STIRRUPS OR TIES, CLEAR COVER INDICATED IS TO STIRRUPS OR TIES. 3. BAR SPLICES: SPLICE REINFORCING WHERE INDICATED ON THE DRAWINGS. ALL SPLICES SHALL BE CLASS 'B' AS DEFINED IN ACI 318. IF SPLICE LENGTH IS NOT GIVEN ON THE DRAWINGS, PROVIDE LAP LENGTHS (IN INCHES) AS FOLLOWS: LAP LENGTHS ASSUME CLEAR SPACING BETWEEN BARS OF 2 BAR DIAMETERS, AND A MINIMUM COVER OF 1 BAR DIAMETER. FOR DEVELOPMENT LENGTHS, DIVIDE BY 1.3. TOP BARS ARE DEFINED AS HORIZONTAL BARS WITH MORE THAN 1' -0" OF FRESH CONCRETE BELOW. 4. EPDXY FOR EPDXYDOWELING SHALL BE HILT! RE 500 SD, POWERS PE 1000 +, OR SIMPSON SET XP. EMBEDMENT LENGTH SHALL BE AS INDICATED ON THE DRAWINGS. INSTALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. STEEL DECK 1. DECK SIZE AND GAGE INDICATED IN THE DRAWINGS ARE BASED ON THE FOLLOWING: A. VULCRAFT 2008 CATALOG FOR GRAVITY DESIGN LOADS. B. STEEL DECK INSTITUTE (SDI) DIAPHRAGM DESIGN MANUAL 3RD EDITION FOR DIAPHRAGM LOADS. C. VULCRAFT 2008 CATALOG FOR UNSHORED CONSTRUCTION SPANS. 2. DO NOT EXCEED 25 LBS PER HANGER AND A MINIMUM SPACING OF 2' -0" ON CENTER WHEN ATTACHING TO METAL ROOF DECKING (LIMITATION NOT REQUIRED WITH CONCRETE ON METAL DECK). THIS 25 LBS LOAD AND 2' -0" SPACING INCLUDES ADJACENT MECHANICAL, ELECTRICAL, AND ARCHITECTURAL ITEMS HANGING FROM DECK. IF THE HANGER RESTRICTIONS CANNOT BE ACHIEVED, SUPPLEMENTAL FRAMING SUPPORTED OFF STEEL FRAMING WILL NEED TO BE ADDED. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING LOCATION AND WEIGHT OF ALL THE ELEMENTS BEING HUNG. 3. MATERIAL, DETAILING, DESIGN, MANUFACTURE AND ERECTION OF METAL DECKS SHALL BE IN ACCORDANCE WITH THE STEEL DECK INSTITUTE (SDI) SPECIFICATION. 4. MINIMUM BEARING OF DECKING ON SUPPORTS SHALL BE 2 INCHES. SHEETS SHALL BE ATTACHED TO ALL SUPPORTING STEEL MEMBERS BYWELDING AS INDICATED ON DRAWINGS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. UPON COMPLETION OF ERECTION, ALL WELDS IN EXPOSED DECK AREAS SHALL HAVE TOUCH -UP, DE -SLAG, CLEAN AND PRIME WITH A ZINC RICH PRIMER. 5. THE STEEL DECKING SHALL BE OF TYPE AND GAUGE AS CALLED FOR ON THE DRAWINGS. 6. DECK MANUFACTURER SHALL FURNISH ALL RIDGE AND VALLEY PLATES, SUMP PANS AND DRAIN PLATES, WELDING WASHERS AND OTHER ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION. DECK MANUFACTURER SHALL PROVIDE ALL CLOSURE PLATES AND POUR STOPS NOT PROVIDED BY THE STEEL FABRICATOR. 7. INSTALL DECK WITH A MINIMUM 2 INCH END LAP CENTERED OVER SUPPORTS. 8. SUBMIT SHOP DRAWINGS SHOWING ERECTION PROCEDURES, WELDING PROCEDURES, THE INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS (ICBO) REPORT NUMBER, VERTICAL LOAD AND DIAPHRAGM SHEAR CAPACITY FURNISHED, DECK SHORING REQUIREMENTS, UNDERWRITER'S LABORATORIES (UL) FIRE RATING NUMBER AND COMPOSITE BEAM AND GIRDER STUD PROFILES TO THE ARCHITECT FOR REVIEW. FABRICATION SHALL NOT BEGIN WITHOUT APPROVED SHOP DRAWINGS. STRUCTURAL STEEL 1. ALL STRUCTURAL STEEL SHALL CONFORM TO THE AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) DESIGNATION GIVEN UNDER DESIGN CRITERIA HEREIN. 2. STANDARD BOLT HOLES IN STEEL SHALL BE 1 /16 INCH LARGER DIAMETER THAN NOMINAL SIZE OF BOLT USED UNLESS NOTED OTHERWISE. 3. ALL WELDS SHALL CONFORM TO THE AMERICAN WELDING SOCIETY "STRUCTURAL WELDING CODE - STAINLESS STEEL" (AWS D1.1) AND BE MADE WITH APPROVED ELECTRODES. 4. ALL WELDING OF STRUCTURAL STEEL SHALL BE PERFORMED BY CERTIFIED WELDERS WITH EXPERIENCE AND CERTIFICATION IN THE TYPES OF WELDING CALLED FOR. WELDERS SHALL HAVE BEEN RECENTLY QUALIFIED AS PRESCRIBED IN "QUALIFICATION PROCEDURES" OF THE AMERICAN WELDING SOCIETY(AWS). 5. FIELD CONNECTIONS SHALL BE WELDED OR BOLTED. SHOP CONNECTIONS SHALL BE WELDED UNLESS NOTED OTHERWISE. WELDS INDICATED WITH A SHOP WELD SYMBOL MAY BE MADE IN THE FIELD WITH THE APPROVAL OF THE STRUCTURAL ENGINEER THROUGH THE ARCHITECT. LOCATIONS OF ALL FIELD WELDS SHALL BE CLEARLYSHOWN ON THE SHOP DRAWINGS. WELDS SHALL BE DESIGNED TO BE FULLY EQUIVALENT IN STRENGTH TO BOLTED CONNECTIONS DETAILED TO MINIMIZE BENDING IN THE CONNECTION. 6. ALL BOLTED CONNECTIONS SHALL BE BEARING TYPE UNLESS NOTED OTHERWISE. 7. UNLESS NOTED OTHERWISE ALL WELDS SHALL BE CONTINUOUS 1/4" FILLET WELDS. 8. CUTS, HOLES (OPENINGS), ETC., REQUIRED IN STRUCTURAL STEEL MEMBERS FOR THE WORK OF OTHER TRADES SHALL BE SHOWN ON THE SHOP DRAWINGS. BURNING OF HOLES AND CUTS IN THE FIELD SHALL NOT BE ALLOWED, EXCEPT BY WRITTEN AUTHORIZATION FROM THE STRUCTURAL ENGINEER OF RECORD . NO HOLES SHALL BE CUT IN STRUCTURAL STEEL BY OTHER TRADES UNLESS SHOWN ON STRUCTURAL DRAWINGS OR APPROVED IN WRITING BYTHE STRUCTURAL ENGINEER. 9. BOLTS IN SLOTTED HOLES SHALL BE LOCATED IN THE CENTER OF THE HOLE AFTER FIELD ASSEMBLY IS COMPLETE, UNLESS DETAILED OTHERWISE. 10. REFER TO DRAWINGS FOR DETAIL OF DECK OPENINGS. REFER TO ARCHITECTURAL MECHANICAL, ELECTRICAL DRAWINGS, ETC., FOR EXACT SIZE, LOCATION, AND COUNT OF REQUIRED OPENINGS. 11. HIGH STRENGTH BOLTS SHALL BE INSTALLED IN ACCORDANCE WITH AISC "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS." SEE DESIGN CRITERIA FOR BOLT SIZE AND MATERIAL ASTM DESIGNATION. 12. BOLTS IN SLOTTED HOLES SHALL BE LOCATED IN THE CENTER OF THE HOLE AFTER FIELD ASSEMBLY IS COMPLETE, UNLESS DETAILED OTHERWISE. 13. STRUCTURAL STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) "DETAILING FOR STEEL CONSTRUCTION" AND FABRICATED AND ERECTED IN ACCORDANCE WITH THE "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS." 14. THE STRUCTURAL STEEL FABRICATOR AND STEEL DECKING FABRICATOR SHALL FURNISH SHOP DRAWINGS OF ALL STRUCTURAL STEEL AND STEEL DECKING, RESPECTIVELY, FOR ARCHITECTS REVIEW BEFORE FABRICATION. 15. FURNISH AND INSTALL MISCELLANEOUS STEEL (CURBS, HANGERS, EXPANSION JOINT ANGLES, STRUTS, ETC.) AS CALLED FOR OR AS NECESSARY PER ARCHITECTURAL AND MECHANICAL /ELECTRICAL DRAWINGS. 16. ALL NEW STRUCTURAL STEEL THAT IS TO BE PAINTED SHALL BE CLEANED OF LOOSE RUST AND MILL SCALE AND SPLATTER, SLAG, OR FLUX DEPOSITS PER SSPC SP3, "POWER TOOL CLEANING" 1. APPLY PRIMER IN ACCORDANCE WITH PAINT MANUFACTURER'S RECOMMENDATIONS, AND AT A RATE RECOMMENDED BY SSPC TO PROVIDE A DRY FILM THICKNESS OF NOT LESS THAN 1.5 MILS 2. FINISHED PAINT COATS SHALL BE IN ACCORDANCE WITH PAINT MANUFACTURER'S RECOMMENDATIONS. PAINT SHALL BE FREE OF SAGES, RUNS, DRIPS OR OTHER DEFECTS. f0 n Ao N .. N xx O zQ n w�LL E § Zprg r >=ox 4Eco 0 a Km a W . Zz Li ZN oz Z❑ W LJ w _OOwU ,T,nzr Z J �aJ 0_010,2 Zw ON w2, 0 oao zreawo OZw© ? o w� ' W H r ui u.1 (oEEZ w w }=O wC a�,pw Q Y -owa: LO °w 0(0,11- a<wow aa O w0 l°o wa5F w Hwua W O V, W o - Q 0 a `�UO< wzwao w4ww-, 0 a x a 0Owo.1 CN -<wO C F Q .- 0<wa 3�o mf. 0 LU Q MASONRY (CONCRETE MASONRY UNITS) MORTAR SHALL CONFORM TO AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) DESIGNATION CITED UNDER DESIGN CRITERIA, AND PROJECT SPECIFICATIONS. REFER TO DESIGN CRITERIA FOR MINIMUM COMPRESSIVE STRENGTH OF MORTAR. 2. REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE AND HEIGHT OF UNITS, LAYING PATTERN AND JOINT TYPE. ALL BLOCK SHALL BE RUNNING BOND UNLESS NOTED OTHERWISE. 3. THE LOAD BEARING CONCRETE MASONRY WALLS FOR THIS PROJECT WERE DESIGNED TO SPAN VERTICALLY AND BE BRACED BYTHE ROOF AND FLOOR FRAMING ELEMENTS OF THE STRUCTURE. DURING CONSTRUCTION THE MASONRY CONTRACTOR SHALL PROVIDE LATERAL BRACING UNTIL THE ROOF STRUCTURE IS INSTALLED AS RECOMMENDED BYACI 530 AND THE LATEST REVISION OF "STANDARD PRACTICE FOR BRACING MASONRY WALLS UNDER CONSTRUCTION ", PREPARED BY THE COUNCIL FOR MASONRYWALL BRACING. THIS BRACING IS TO PREVENT UNNECESSARY STRESS OR DAMAGE TO THE MASONRYWALLS FROM WIND LOADS, WHICH CAN OCCUR WHILE THE WALLS ARE NOT PROPERLY BRACED BY THE ROOF AND FLOOR STRUCTURE. 4. BAR SPLICES (IBC 2006 AND 2009 ASD): SPLICE REINFORCING WH ERE INDICATED ON THE DRAWINGS. IF SPLICE LENGTH IS NOT GIVEN ON THE DRAWINGS PROVIDE LAP LENGTHS (IN INCHES) AS FOLLOWS. BARS LARGER THAN #9 ARE TO BE MECHANICALLY SPLICED. 2. 3. 4. 5. MINIMUM LAP SPLICE LENGTH 3000 PSI CONCRETE 4000 PSI CONCRETE BAR SIZE OTHER TOP OTHER TOP #3 22 28 19 25 #4 29 38 25 33 #5 36 47 31 41 #6 43 56 37 49 #7 63 81 54 71 LAP LENGTHS ASSUME CLEAR SPACING BETWEEN BARS OF 2 BAR DIAMETERS, AND A MINIMUM COVER OF 1 BAR DIAMETER. FOR DEVELOPMENT LENGTHS, DIVIDE BY 1.3. TOP BARS ARE DEFINED AS HORIZONTAL BARS WITH MORE THAN 1' -0" OF FRESH CONCRETE BELOW. 4. EPDXY FOR EPDXYDOWELING SHALL BE HILT! RE 500 SD, POWERS PE 1000 +, OR SIMPSON SET XP. EMBEDMENT LENGTH SHALL BE AS INDICATED ON THE DRAWINGS. INSTALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. STEEL DECK 1. DECK SIZE AND GAGE INDICATED IN THE DRAWINGS ARE BASED ON THE FOLLOWING: A. VULCRAFT 2008 CATALOG FOR GRAVITY DESIGN LOADS. B. STEEL DECK INSTITUTE (SDI) DIAPHRAGM DESIGN MANUAL 3RD EDITION FOR DIAPHRAGM LOADS. C. VULCRAFT 2008 CATALOG FOR UNSHORED CONSTRUCTION SPANS. 2. DO NOT EXCEED 25 LBS PER HANGER AND A MINIMUM SPACING OF 2' -0" ON CENTER WHEN ATTACHING TO METAL ROOF DECKING (LIMITATION NOT REQUIRED WITH CONCRETE ON METAL DECK). THIS 25 LBS LOAD AND 2' -0" SPACING INCLUDES ADJACENT MECHANICAL, ELECTRICAL, AND ARCHITECTURAL ITEMS HANGING FROM DECK. IF THE HANGER RESTRICTIONS CANNOT BE ACHIEVED, SUPPLEMENTAL FRAMING SUPPORTED OFF STEEL FRAMING WILL NEED TO BE ADDED. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING LOCATION AND WEIGHT OF ALL THE ELEMENTS BEING HUNG. 3. MATERIAL, DETAILING, DESIGN, MANUFACTURE AND ERECTION OF METAL DECKS SHALL BE IN ACCORDANCE WITH THE STEEL DECK INSTITUTE (SDI) SPECIFICATION. 4. MINIMUM BEARING OF DECKING ON SUPPORTS SHALL BE 2 INCHES. SHEETS SHALL BE ATTACHED TO ALL SUPPORTING STEEL MEMBERS BYWELDING AS INDICATED ON DRAWINGS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. UPON COMPLETION OF ERECTION, ALL WELDS IN EXPOSED DECK AREAS SHALL HAVE TOUCH -UP, DE -SLAG, CLEAN AND PRIME WITH A ZINC RICH PRIMER. 5. THE STEEL DECKING SHALL BE OF TYPE AND GAUGE AS CALLED FOR ON THE DRAWINGS. 6. DECK MANUFACTURER SHALL FURNISH ALL RIDGE AND VALLEY PLATES, SUMP PANS AND DRAIN PLATES, WELDING WASHERS AND OTHER ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION. DECK MANUFACTURER SHALL PROVIDE ALL CLOSURE PLATES AND POUR STOPS NOT PROVIDED BY THE STEEL FABRICATOR. 7. INSTALL DECK WITH A MINIMUM 2 INCH END LAP CENTERED OVER SUPPORTS. 8. SUBMIT SHOP DRAWINGS SHOWING ERECTION PROCEDURES, WELDING PROCEDURES, THE INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS (ICBO) REPORT NUMBER, VERTICAL LOAD AND DIAPHRAGM SHEAR CAPACITY FURNISHED, DECK SHORING REQUIREMENTS, UNDERWRITER'S LABORATORIES (UL) FIRE RATING NUMBER AND COMPOSITE BEAM AND GIRDER STUD PROFILES TO THE ARCHITECT FOR REVIEW. FABRICATION SHALL NOT BEGIN WITHOUT APPROVED SHOP DRAWINGS. STRUCTURAL STEEL 1. ALL STRUCTURAL STEEL SHALL CONFORM TO THE AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) DESIGNATION GIVEN UNDER DESIGN CRITERIA HEREIN. 2. STANDARD BOLT HOLES IN STEEL SHALL BE 1 /16 INCH LARGER DIAMETER THAN NOMINAL SIZE OF BOLT USED UNLESS NOTED OTHERWISE. 3. ALL WELDS SHALL CONFORM TO THE AMERICAN WELDING SOCIETY "STRUCTURAL WELDING CODE - STAINLESS STEEL" (AWS D1.1) AND BE MADE WITH APPROVED ELECTRODES. 4. ALL WELDING OF STRUCTURAL STEEL SHALL BE PERFORMED BY CERTIFIED WELDERS WITH EXPERIENCE AND CERTIFICATION IN THE TYPES OF WELDING CALLED FOR. WELDERS SHALL HAVE BEEN RECENTLY QUALIFIED AS PRESCRIBED IN "QUALIFICATION PROCEDURES" OF THE AMERICAN WELDING SOCIETY(AWS). 5. FIELD CONNECTIONS SHALL BE WELDED OR BOLTED. SHOP CONNECTIONS SHALL BE WELDED UNLESS NOTED OTHERWISE. WELDS INDICATED WITH A SHOP WELD SYMBOL MAY BE MADE IN THE FIELD WITH THE APPROVAL OF THE STRUCTURAL ENGINEER THROUGH THE ARCHITECT. LOCATIONS OF ALL FIELD WELDS SHALL BE CLEARLYSHOWN ON THE SHOP DRAWINGS. WELDS SHALL BE DESIGNED TO BE FULLY EQUIVALENT IN STRENGTH TO BOLTED CONNECTIONS DETAILED TO MINIMIZE BENDING IN THE CONNECTION. 6. ALL BOLTED CONNECTIONS SHALL BE BEARING TYPE UNLESS NOTED OTHERWISE. 7. UNLESS NOTED OTHERWISE ALL WELDS SHALL BE CONTINUOUS 1/4" FILLET WELDS. 8. CUTS, HOLES (OPENINGS), ETC., REQUIRED IN STRUCTURAL STEEL MEMBERS FOR THE WORK OF OTHER TRADES SHALL BE SHOWN ON THE SHOP DRAWINGS. BURNING OF HOLES AND CUTS IN THE FIELD SHALL NOT BE ALLOWED, EXCEPT BY WRITTEN AUTHORIZATION FROM THE STRUCTURAL ENGINEER OF RECORD . NO HOLES SHALL BE CUT IN STRUCTURAL STEEL BY OTHER TRADES UNLESS SHOWN ON STRUCTURAL DRAWINGS OR APPROVED IN WRITING BYTHE STRUCTURAL ENGINEER. 9. BOLTS IN SLOTTED HOLES SHALL BE LOCATED IN THE CENTER OF THE HOLE AFTER FIELD ASSEMBLY IS COMPLETE, UNLESS DETAILED OTHERWISE. 10. REFER TO DRAWINGS FOR DETAIL OF DECK OPENINGS. REFER TO ARCHITECTURAL MECHANICAL, ELECTRICAL DRAWINGS, ETC., FOR EXACT SIZE, LOCATION, AND COUNT OF REQUIRED OPENINGS. 11. HIGH STRENGTH BOLTS SHALL BE INSTALLED IN ACCORDANCE WITH AISC "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS." SEE DESIGN CRITERIA FOR BOLT SIZE AND MATERIAL ASTM DESIGNATION. 12. BOLTS IN SLOTTED HOLES SHALL BE LOCATED IN THE CENTER OF THE HOLE AFTER FIELD ASSEMBLY IS COMPLETE, UNLESS DETAILED OTHERWISE. 13. STRUCTURAL STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) "DETAILING FOR STEEL CONSTRUCTION" AND FABRICATED AND ERECTED IN ACCORDANCE WITH THE "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS." 14. THE STRUCTURAL STEEL FABRICATOR AND STEEL DECKING FABRICATOR SHALL FURNISH SHOP DRAWINGS OF ALL STRUCTURAL STEEL AND STEEL DECKING, RESPECTIVELY, FOR ARCHITECTS REVIEW BEFORE FABRICATION. 15. FURNISH AND INSTALL MISCELLANEOUS STEEL (CURBS, HANGERS, EXPANSION JOINT ANGLES, STRUTS, ETC.) AS CALLED FOR OR AS NECESSARY PER ARCHITECTURAL AND MECHANICAL /ELECTRICAL DRAWINGS. 16. ALL NEW STRUCTURAL STEEL THAT IS TO BE PAINTED SHALL BE CLEANED OF LOOSE RUST AND MILL SCALE AND SPLATTER, SLAG, OR FLUX DEPOSITS PER SSPC SP3, "POWER TOOL CLEANING" 1. APPLY PRIMER IN ACCORDANCE WITH PAINT MANUFACTURER'S RECOMMENDATIONS, AND AT A RATE RECOMMENDED BY SSPC TO PROVIDE A DRY FILM THICKNESS OF NOT LESS THAN 1.5 MILS 2. FINISHED PAINT COATS SHALL BE IN ACCORDANCE WITH PAINT MANUFACTURER'S RECOMMENDATIONS. PAINT SHALL BE FREE OF SAGES, RUNS, DRIPS OR OTHER DEFECTS. f0 n Ao N .. N xx O zQ n w�LL E § Zprg r >=ox 4Eco 0 a Km a W . Zz Li ZN oz Z❑ W LJ w _OOwU ,T,nzr Z J �aJ 0_010,2 Zw ON w2, 0 oao zreawo OZw© ? o w� ' W H r ui u.1 (oEEZ w w }=O wC a�,pw Q Y -owa: LO °w 0(0,11- a<wow aa O w0 l°o wa5F w Hwua W O V, W o - Q 0 a `�UO< wzwao w4ww-, 0 a x a 0Owo.1 CN -<wO C F Q .- 0<wa 3�o mf. 0 LU Q MASONRY (CONCRETE MASONRY UNITS) MORTAR SHALL CONFORM TO AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) DESIGNATION CITED UNDER DESIGN CRITERIA, AND PROJECT SPECIFICATIONS. REFER TO DESIGN CRITERIA FOR MINIMUM COMPRESSIVE STRENGTH OF MORTAR. 2. REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE AND HEIGHT OF UNITS, LAYING PATTERN AND JOINT TYPE. ALL BLOCK SHALL BE RUNNING BOND UNLESS NOTED OTHERWISE. 3. THE LOAD BEARING CONCRETE MASONRY WALLS FOR THIS PROJECT WERE DESIGNED TO SPAN VERTICALLY AND BE BRACED BYTHE ROOF AND FLOOR FRAMING ELEMENTS OF THE STRUCTURE. DURING CONSTRUCTION THE MASONRY CONTRACTOR SHALL PROVIDE LATERAL BRACING UNTIL THE ROOF STRUCTURE IS INSTALLED AS RECOMMENDED BYACI 530 AND THE LATEST REVISION OF "STANDARD PRACTICE FOR BRACING MASONRY WALLS UNDER CONSTRUCTION ", PREPARED BY THE COUNCIL FOR MASONRYWALL BRACING. THIS BRACING IS TO PREVENT UNNECESSARY STRESS OR DAMAGE TO THE MASONRYWALLS FROM WIND LOADS, WHICH CAN OCCUR WHILE THE WALLS ARE NOT PROPERLY BRACED BY THE ROOF AND FLOOR STRUCTURE. 4. BAR SPLICES (IBC 2006 AND 2009 ASD): SPLICE REINFORCING WH ERE INDICATED ON THE DRAWINGS. IF SPLICE LENGTH IS NOT GIVEN ON THE DRAWINGS PROVIDE LAP LENGTHS (IN INCHES) AS FOLLOWS. BARS LARGER THAN #9 ARE TO BE MECHANICALLY SPLICED. 2. 3. 4. 5. MINIMUM LAP SPLICE LENGTH BAR SIZE LAP LENGTH #3 27 #4 36 #5 45 #6 54 #7 63 #8 72 #9 82 LINTELS PROVIDE LINTELS OVER ALL OPENINGS AND RECESSES IN MASONRY CONSTRUCTION. THE STRUCTURAL DOCUMENTS REFLECT THE BEST ATTEMPT TO IDENTIFYALL WALL PENETRATIONS IN THE EXISTING AND NEW CONSTRUCTION. PENETRATIONS NOT IDENTIFIED ON THE DOCUMENTS ARE TO BE TREATED IN A MANNER SIMILAR TO THE IDENTIFIED LOCATIONS. LINTELS IN NON - BEARING MASONRYWALL OPENINGS CAN BE SIZED IN ACCORDANCE WITH THE NOTE BELOW. LINTELS THAT OCCUR IN EXISTING BEARING WALLS ARE TO BE SIZED ACCORDING TO SIMILAR CONDITIONS AND SPANS IN THE NEW CONSTRUCTION AND LINTEL SCHEDULE. BOTTOM PLATE SIZE SHALL BE A MINIMUM OF 3/8" THICK. THE WIDTH OF THE PLATE SHALL BE 3/4" LESS THAN THE FIELD VERIFIED WALL THICKNESS. THE PLATE SHALL BE THE FULL LENGTH OF THE LINTEL MEMBER. LINTELS ARE NOT REQUIRED OVER OPENINGS THAT ARE 12" WIDE OR LESS AND AT LEAST 1 COURSE BELOW THE TOP OF THE WALL. ALL LINTELS SHALL HAVE A MINIMUM OF 8" END BEARING. ALL LINTELS IN EXTERIOR WALL CONSTRUCTION SHALL BE HOT -DIP GALVANIZED, UNO. FOR ALL OPENINGS NOT OTHERWISE DETAILED OR SCHEDULED, MINIMUM LINTELS SHALL BE FOR EACH 4 INCH OF MASONRYWIDTH: 0 TO 2' -0" SPAN 2' -0" TO 4' -0" SPAN 4' -0" TO 6' -0" SPAN 6' -0" TO 8' -0" SPAN 5/16" PLATE (3/4" LESS THAN WALL WIDTH) L31 /2x31 /2x1 /4 L4 x 3 1/2 x 5/16 (LLV) L5 x 3 1/2 x 5/16 (LLV) ALL ANGLES THAT ARE BACK TO BACK SHALL BE WELDED TOP AND BOTTOM 3" AT 12" MINIMUM. 6. BEARING PLATES NOT REQUIRED FOR LINTELS UNLESS NOTED OTHERWISE. WOOD - SHEATHING ROOF SHEATHING AT SLOPED ROOF AREAS. NAILED WITH (UNO): 10d AT 6" OC AT BUILDING PERIMETER AN D SHEAR WALLS. 10d AT 6" OC AT SUPPORTING ENDS OF EACH SHEATHING PANEL. 10d AT 12" OC AT FIELD FOR EACH SHEATHING PANEL. BLOCKING OF UNSUPPORTED EDGES SHALL NOT BE REQUIRED (UNO) 2. LAY FLOOR AND ROOF SHEATHING WITH FACE GRAIN PERPENDICULAR TO FRAMING UNLESS SHOWN OTHERWISE ON THE PLANS. WHERE SHEATHING IS LAID WITH FACE GRAIN PARALLEL TO FRAMING, 5 PLY MINIMUM SHEATHING SHALL BE USED. INSTALL WITH H -CLIPS FOR SPACERS. WOOD - FRAMING DESIGN VALUES FOR VISUALLY GRADED LUMBERS SHALL BE BASED ON THE PROVISIONS OF THE AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) STANDARD D245. 2. DO NOT NOTCH OR DRILL JOISTS, BEAMS OR LOAD BEARING STUDS WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER THROUGH THE ARCHITECT. 3. STRUCTURAL HEADERS OR OTHER STRUCTURAL COMPONENTS MAY BE SUBSTITUTED UPON APPROVAL OF THE STRUCTURAL ENGINEER THROUGH THE ARCHITECT. SUPPLIER SHALL SUPPLYTHE STRUCTURAL ENGINEER OR OWNER SEALED DESIGN CALCULATIONS FOR THE COMPONENTS. 4. EACH PIECE OF LUMBER SHALL BEAR THE GRADE STAMP OF A GRADING RULES AGENCY APPROVED BY THE AMERICAN LUMBER STANDARDS COMMITTEE. EACH PIECE OF LUMBER SHALL BE OF THE GRADE SPECIFIED OR BETTER. 5. ALL LUMBER SHALL BE INSPECTED BYA GRADING AGENCY APPROVED BYTHE BOARD OF REVIEW OF THE AMERICAN LUMBER STANDARDS COMMITTEE (ALSC) AND SHALL BE CERTIFIED FOR CONFORMANCE WITH UNITED STATES DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD PS 20 (AMERICAN SOFTWOOD LUMBER STANDARD). 6. ALL ROUGH CARPENTRY SHALL PRODUCE JOINTS TRUE AND TIGHT AND WELL NAILED WITH MEMBERS ASSEMBLED IN ACCORDANCE WITH THE DRAWINGS AND WITH ALL PERTINENT BUILDING CODES. THE SHIMMING OF SILLS, JOISTS, TRIMMERS, HEADERS OR OTHER FRAMING MEMBERS SHALL NOT BE PERMITTED. CAREFULLYSELECT ALL STRUCTURAL MEMBERS. INDIVIDUAL PIECES SHALL BE SELECTED SO THAT KNOTS AND OBVIOUS MINOR DEFECTS WILL NOT INTERFERE WITH THE PLACING OF BOLTS, OR PROPER NAILING, OR THE MAKING OF SOUND CONNECTIONS. LUMBER MAY BE REJECTED BY THE ENGINEER OR ARCHITECT FOR EXCESSIVE WARP, TWIST, BOW OR CROOK, MILDEW, FUNGUS OR MOLD AS WELL AS FOR IMPROPER GRADE MARKING DEFECTS WHICH RENDER A PIECE UNABLE TO SERVE ITS INTENDED FUNCTION. 7. ALL LUMBER, EXCEPT WHERE SPECIFICALLYNOTED OTHERWISE, SHALL BE MILL SIZED AND SURFACED ON (4) SIDES. ALL SHALL BE STRAIGHT STOCK, FREE FROM WARP OR CUP, AND SINGLE LENGTH PIECES. 8. MECHANICAL CONNECTORS SPECIFIED ON DRAWINGS SHALL FOLLOW MANUFACTURER'S FASTENING REQUIREMENTS. EQUIVALENT PRODUCTS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO INSTALLATION. 2. WOOD - JOISTS /BEAMS COMPLY WITH AMERICAN FOREST & PAPER ASSOCIATION (AF &PA) NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION. PROVIDE 2 INCH THICK SOLID BLOCKING AT JOIST SUPPORTS. 3. PROVIDE A MINIMUM OF THREE INCHES OF BEARING FOR DIMENSION LUMBER. REFER TO SUPPLIER REQUIREMENTS FOR BEARING OF LAMINATED VENEER LUMBER BEAMS, UNLESS NOTED OTHERWISE. O Z DRAWN BY APPROVED BY 04 -05 -2013 ISSUE DATE: Z nC W - E cn w 0 GENERAL NOTES SHEET NO. S0.0 X22 r 0 in r A 10f 21' -10" 2 S3.0 CF2.0 16' -6" 0 CV LL U T /PIER EL(- 1' -3 ") REF ARCH TYP a 0 W CF2.0 - I 4' -0" III .J :ma W_ ma __a__-nom ew -n- fir if 4, 3' -0" CA) 10' - 8" T /SLAB EL (REF CIVIL) S 10' - 6" CF4.0 L B.. 0 r- 0 U _1F -J CF1.5 - (- 7' -0 ")00 t- i-- -i -� 1 1 1 1 1 1 1 1 J 8" 1 1 1 1 1 1 1 1 T /PIER EL ( -2' - 9" )1-5? 4' -0" iolo r9 Is- 5' - 10" 10' -8" T/PI ER EL(- 3' -9 ") 1 1 1 1 1 1 1 I I 1 1 II LI J - r- -I-- 1 - -T - -T 1 4-JL_I AMITI WIDTH OWSSS52:=SASSV issss SC sr W5 S S S s S ilk SHORT DIRECTION r - - -- 1 1' -6" 1' -0" 1 1 1 A 2' -0" 1' -0" (2) #5 REF 2/S3.0 CF4.0 • frr • �I • r 1 S3.0 % TYP A 0/ • SLOPE FLOOR di TO DRAIN, TYP iHJ i 1 VW wrAA gr sr APA r A - - r szcc --r T /PIER EL(- 1' -3 ") REF ARCH TYP a 0 W CF2.0 - I 4' -0" III .J :ma W_ ma __a__-nom ew -n- fir if 4, 3' -0" CA) 10' - 8" T /SLAB EL (REF CIVIL) S 10' - 6" CF4.0 L B.. 0 r- 0 U _1F -J CF1.5 - (- 7' -0 ")00 t- i-- -i -� 1 1 1 1 1 1 1 1 J 8" 1 1 1 1 1 1 1 1 T /PIER EL ( -2' - 9" )1-5? 4' -0" iolo r9 Is- 5' - 10" 10' -8" T/PI ER EL(- 3' -9 ") 1 1 1 1 1 1 1 I I 1 1 II LI J - r- -I-- 1 - -T - -T 1 4-JL_I 1 in O w 4, irl HSS8x4x1 /4 ( +7' -1 ") 4 EQ SP = 21' - 10" 4 ri HSS8x4x1 /4 ( +7' -1 ") M C 3EQSP= 16' -6" 2" EOD CF1.5 1 LL 0 EXISTING CONCRETE CAR BARRIER 0 iV 0 w CONTINUOUS FOOTING SCHEDULE MARK WIDTH THICKNESS REINFORCING LONG DIRECTION SHORT DIRECTION CF1.5 1' -6" 1' -0" (2) #5 - CF2.0 2' -0" 1' -0" (2) #5 REF 2/S3.0 CF4.0 4' -0" 1' -0" (4) #5 #5 @ 12 1 F r r --- 7 1 S4.0 C6) O N (1 8 5 1 TYP S4.0 11 54.0 1 3) 1 t -- -� - I- TYP 1 in O w 4, irl HSS8x4x1 /4 ( +7' -1 ") 4 EQ SP = 21' - 10" 4 ri HSS8x4x1 /4 ( +7' -1 ") M C 3EQSP= 16' -6" 2" EOD CF1.5 1 LL 0 EXISTING CONCRETE CAR BARRIER 0 iV 0 w CONTINUOUS FOOTING SCHEDULE MARK WIDTH THICKNESS REINFORCING LONG DIRECTION SHORT DIRECTION CF1.5 1' -6" 1' -0" (2) #5 - CF2.0 2' -0" 1' -0" (2) #5 REF 2/S3.0 CF4.0 4' -0" 1' -0" (4) #5 #5 @ 12 FOUNDATION PLAN 1/4" = 1' -0" NOTES: 1. TOP OF FOUNDATION WALL EL (+ 0' - 0 "). REFER TO 2/S3.0 FOR TYPICAL REINFORCING. 2. CF# INDICATES CONTINUOUS FOOTING. REFER TO SCHEDULE ON THIS SHEET FOR REINFORCING. AT CORNERS ADDITIONAL 2'- 0 "x2' -0" BAR SIZE AND SPACING TO MATCH LONGITUDINAL FOOTING REINFORCING. 3. TYPICAL SLAB ON GRADE AT INTERIOR SPACE IS 4" CONCRETE SLAB ON GRADE WITH 6x6 - w1.4xW1.4 WWR. FINISH FLOOR ELEVATION ( +0' -0 "), UNO. REFER TO ARCHITECTURAL DRAWINGS FOR FINISH. REFER TO DETAILS 5, AND 6 /S3.0 FOR TYPICAL CONSTRUCTION. 4. REFER TO 8/S3.0 FOR FOUNDATION DETAILING AT UTILITIES. 5. ACCEPTABLE BACKFILL UNDER BUILDING: MATERIAL SHALL BE NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED STONE, NATURAL OR CRUSHED SAND, OR RECYCLED CONCRETE MEETING THE GRADATION REQUIREMENTS OF CA6.FILL IS TO BE COMPACTED TO 95 PERCENT OF THE MAXIMUM DRY DENSITY IN ACCORDANC E WITH ASTM D1557. a. COMPACT FILL THAT WILL SUPPORT BUILDING FOOTINGS OR FLOOR SLABS TO 98% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D698. PLACE AND MECHANICALLY COMPACT GRANULAR FILL IN CONTINUOUS LAYERS NOT TO EXCEED 8 INCHES COMPACTED DEPTH. 6. INDICATES FOOTING STEP - REFER TO 3/S3.0. KEYNOTES: ( 1 ) RELOCATE EXISTING STONE TO ALLOW FOR NEW COLUMNS AND WALLS - REFER TO CIVIL AND ARCHITECTURAL DRAWINGS FOR MORE INFORMATION. ( 2 HSS4x4x1 /4 ON 12' 518" CONCRETE PIER - REFER TO 4/53.0 AND 10/S4.0. ROOF FRAMING PLAN 1/4" = 1' -0" NOTES: 1. EXTERIOR CMU WALLS TO BE 8" CMU WITH #5 BARS AT 48" OC. INTERIOR CMU WALLS TO BE 6" CMU WITH #4 # 48" OC. AT CORNERS ADDITIONAL (1) VERTICAL #5 END BAR AND 2'- 0 "x2' -0" HORIZONTAL BAR TO MATCH BOND BEAM REINFORCING. 2. PROVIDE MASON RY BOND AND LOOSE LINTEL AT WALK DOOR AND LOUVERS THROUGH EXTERIOR WALL. REFER TO 6/S4.0. 3. PROVIDE 8" DEEP BOND BEAM WITH (1) #5 CONTINUOUS AND 8" END BEARING AT OPENINGS WIDER THAN 1' -0" IN MASONRY PARTITION WALLS. USE FULL BOTTOM FACE BLOCKS TO CREATE BOND BEAM- REFER TO ARCHITECTURAL DRAWINGS FOR MORE INFORMATION. 4. REFER TO 2/S4.0 FOR REBAR DETAILING AT TYPICAL OPENING THROUGH MASON RY WALL. KEYNOTES: 2x6 RAFTERS © 2' -0" OC MAX WITH STRUCTURAL INSULATED PANELS (SIP) - REFER TO 4 AND 7/S4.00 FOR CONNECTION DETAILS. HSS12x4x1/4 WITH 3/8" CONTINUOUS PLATE - REFER TO DETAIL 1 AND 3/54.0 SIM. HSS12x4x1 /4 WITH 3/8" CONTINUOUS PLATE AND HSS8x4x3/8 WITH NO PLATE BELOW WINDOW - REFER TO 3 AND 5/S4.0. EXTEND STRUCTURAL INSULATED PANELS OUT TO CREATE OVERHANG. PROVIDE (2) #5 IN EACH (FULLY GROUTED) CELL, FULL HEIGHT BETWEEN WINDOWS. (4 ) (_ 6) (3) 2x10 TO CREATE CONTINUOUS RIDGE BEAM. LOCATE SPLICE AT MIDDLE OF ADJACENT MEMBER AND FASTEN TOGETHER WITH (2) 20d NAILS (STAGGERED) AND 16" OC ALONG TOP AND BOTTOM EDGES. FASTEN RIDGE BEAM TO EACH CMU WALL WITH SIMPSON LGT2 TIE DOWN (OR EQUIVALENT) USING (7) 1/4'52 1/4" SIMPSON TITAN ANCHORS AND 16d NAILS. LOCATE TIE DOWN ON NON - GLAZED AND /OR INTERIOR FACE OF MASONRY WHERE APPLICABLE. STOP RIDGE BEAM AT EXTERIOR WALLS. 1 1/2" (20 GA) GALV ROOF DECK FASTENED TO SUPPORT WITH 5/8"0 PUDDLE WELDS @ 6 "OC AND (2) # 10 TEK SCREW SIDE LAP FASTENERS ( 8 ) HSS6x4x3/16 (SLOPES) - REFER TO 5, 9, AND 12/S4.0. p- a) w m n o xx O z Q m w9 E o I - 0 � I? u`� Z �gc7ix 0 ' L wrcm N Le; g ZZ; E4 2 l W R J wO _CO OZ ZO W [] w cd Et 1-00w6 rt H Q J 0.0103 OZLOwm U U o ZE Wo o0°w© U0w~ H CO ofew -w y= wO ~mow Q Y Oo °w °wow aaQ w ay0 w0 °'0.o >wa(r w Hi; w O ro w O OZ H0< UO zZXOa zgsir¢ zowo¢ wwa°wo 2E-om¢ 0 W 0 PROJECT N CD Z 0 W D" Z DRAWN BY APPROVED BY 04 -05 -2013 ISSUE DATE: 4Z Co E4 w 0 STRUCTURAL PLANS 5TH AND BLUFF PUBLIC RESTROOMS DUBUQUE, IOWA SHEET NO. S1.1 MASONRY WALL - REF PLAN DOWELS TO MATCH SIZE AND SPACING OF VERTICAL CMU REINFORCING. CENTER DOWEL IN CMU SLAB ON GRADE - REF PLAN (3) #5 BARS, MID DEPTH z J a LL w 4• 3 1' -6" 1' -6" NON- BEARING WALL DETAIL 3/4" = 1' -0" REINFORCING- REF PLAN 10 MIL VAPOR RETARDER MEETING ASTM E1745 CLASS B "SLAB ON GRADE - REFER TO PLAN a TYPICAL SLAB ON GRADE SECTION T /SLAB EL(REFPLAN) 1 1/2" = 1' -0" NOTES: 1. ENGINEERED FILL SHALL BE NATURALLY OR ARTIFICIALLYGRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED STONE, NATURAL OR CRUSHED SAND, OR RECYCLED CONCRETE MEETING THE GRADATION REQUIREMENTS OF CA6.FILL IS TO BE COMPACTED TO 95 PERCENT OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D1557. BACKER ROD AND SEALANT - (NOTE 1) SAWCUT JOINT WITHIN 24 HOURS OF CONCRETE PLAC EMENT SLAB ON GRADE - REF PLAN TYPICAL SLAB ON GRADE CONTROL JOINT 1. = 1' -0. NOTES: 1. CONTROL JOINT FILLER: FLEXIBLE, SINGLE - COMPONENT POLYURETHANE SEALANT WITH BACKER ROD COMPLIANT WITH ASTM C 920, TYPE S, GRADE P, CLASS 25. APPLY SEALANT PER MANUFACTURERS WRITTEN RECOMMEN DATIONS. ACCEPTABLE MANUFACTURERS AND PRODUCTS: 1. DAYTON SUPERIOR - PERMA 230 SL. 2. EUCLID CHEMICAL COMPANY- EUCOLASTIC I. 3. SONNEBORN - SONOLASTIC SL 1. z 0 DOWELS x 4' -0" LONG - SIZE AND SPACING TO MATCH VERTICAL CMU WALL REINFORCING. CENTER DOWEL IN CMU DEPRESS TOP OF WALL 0' -8" NOMINAL AT DOORS. HORIZONTAL REINFORCING TO BEND DOWN ACROSS DOOR WIDTH APPROXIMATE GRADE 1 THICKNESS - REF PLAN 1/2" EXPANSION JOINT MATERIAL b SLAB ON GRADE - REF PLAN T /SLAB 41- 0" MINIMUM #5 © 18" OC, VERT EACH FACE #5 © 12" OC, HORIZ EACH FACE CONTINUOUS FOOTING - REF PLAN FOOTING REINFORCING - REF FOOTING SCHEDULE III p9 4 ;1 1/2" CL 1 /2" EXPANSION JOINT MATERIAL SITE PAVING - REF CIVIL T /PAVING EL (REF CIVIL) #4 @12 "OC EACH WAY 3 "CL / REF SCHEDULE U M w J w x 0 EL (REF PLAN) N 2' -0" #4 DOWELS x 2' -0 "fl @12 "OC ALONG NORTH AND EAST WALLS T /FOOTING EL (REF PLAN) TYPICAL FOUNDATION WALL 3/4" = 1' -0" NOTES: 1. PROVIDE 2'- 6 "x2' -6" CORNER DOWELS TO MATCH SIZE AND SPACING OF HORIZONTAL WALL REINFORCING. REF ARCH THICKNESS - REF PLAN #6 DOWELS @12 "OC (1) #4 BAR EACH NOSING 1/2" EXPANSION JOINT MATERIAL #4 BARS @ 12" OC #6 BARS @ 12" OC CONTINUOUS FOOTING - REF PLAN w ' J 0) o ww zx 0 (Un 2 L Lu J U m \\_ 4" EXTRUDED POLY - STYRENE IN SU LATION (ASTM C578) ALL SIDES AND ABOVE #4 DOWELS © 12" OC FOOTING REINFORCING - REF FOOTING SCHEDULE J TYPICAL STAIR SECTION 1 /2" =11-0" FOUNDATION WALL - REF PLAN TALL EL (REF PLAN) T /FOOTING WIF EL (REF PLAN) T /FOOTING • EL (REF PLAN) TYPICAL SPLICE LENGTH C FOUNDATION WALL MATCH FOOTING REINFORCING FOOTING REINFORCING CL (TYP) / SAME AS FOOTING THICKNESS TYPICAL FOOTING STEP 1/2" = 1' -0" FOUNDATION WALL PROVIDE SLEEVE - REF MECHANICAL /ELECTRICAL DRAWINGS SITE UTILITY- REF MECHANICAL /ELECTRICAL DRAWINGS ---- 8" CONCRETE WALL ON EACH SIDE OF STAIRS. REINFORCE WITH #4 @12 "OC EACH WAY CONDITION A FOOTING T /FOOTING STEEL COLUMN - REF PLAN (2) #3 HOOP IN INFILL CONCRETE INFILL SECTION A -A GUARD RAILING - REF ARCH #4 DOWELS x 1' -6" (NOTE 3) @12 "OC, (TYPICAL) 5' 6" CONCRETE SLAB WITH #4 © 12" OC, EACH WAY, CENTERED IN THE SLAB THICKNESS. SLOPE AT 1/8" PER FOOT OR AS INDICATED ON SITE PLAN a° -I/PIER EL (REF PLAN) 4 PIER - REF PLAN #3 STIRRUPS (3) @ 2" THEN 12" OC (4) #6 VERTICAL IN PIER, DOWEL INTO FOOTING EL (REF PLAN) 0 -sai wawa wai mar airararart 4-; ostaisaisiss - - - - - - •mac CONDITION B 4" EXTRUDED POLY- STYRENE INSULATION (ASTM C578) ALL SIDES AND ABOVE 6" FREE DRAINING MATERIAL - REF SPECIFICATIONS #5 © 12" OC, EACH WAY FOUNDATION WALL FOOTING - REF FOOTING SCHEDULE PIPE SLEEVE AT FLOWABLE FILL SITE UTILITY- REF MECHANICAL /ELECTRICAL DRAWINGS FLOWABLE FILL TYPICAL FOUNDATION DETAILS AT SITE UTILITIES 3/4" =1' -0" NOTES: 1. REFERENCE MECHANICAL AND ELECTRICAL DRAWINGS FOR ALL LOCATIONS, ELEVATIONS, ETC., OF SITE UTILITIES. 2. DETAIL REQUIRED AT ALL UTILITIES HAVING A PLAN WIDTH UP TO 3'- 0". FOR WIDTHS GREATER THAN 3' -0 ", REFERENCE PLAN FOR REQUIRED DETAIL. co • 1- O O w U • i6z_a to N OZJ Q J �. OZCO NY w 0- wO y G zEzoo z QR oOOw© 7LL 8 .... zD ig�xN �ozSiw 61,5 "r W W? W o 0 o W v z 1R°R'm a ¢FIpz w W w W a o� o � �a!LL ow o 'a aF W: 5. =o0 Z w F a C7Z wo „°_ (2 <HE' ZO a coo WU w wzwao z I h- - zowo¢ ww<wwo E- om¢ CO 0 LU 0 1/2" EXPANSION JOINT MATERIAL SMOOTH TROWEL FINISH SLAB ON GRADE - REF PLAN T /SLAB EL (REF PLAN) FOUNDATION WALL - REF PLAN FOR DIMENSIONS AND REINFORCING TYPICAL STOOP SECTION 3/4" = 1' -0" NOTES: REFER TO ARCHITECTURAL DRAWINGS FOR EXACT STOOP LAYOUT AND LOCATIONS. 2. REFER TO TYPICAL FOUNDATION WALL DETAIL FOR INFORMATION NOT SHOWN. 3. CONTINUE DOWELS INTO FOUNDATION WALL WERE SLAB IS INTO SIDE OF WALL z 0 W D" Z DRAWN BY APPROVED BY 04 -05 -2013 ISSUE DATE: Z Co 0- w CONCRETE DETAILS 0 0 H (1) LLJ < 0 0_ J • LLJ 0 0 J D LJ_ 111 J Q H LC) SHEET NO. S3.0 BRICK VENEER - REF ARCH DRAWINGS REF ARCH DWGS HSS STEEL LINTEL - REF PLAN CONTINUOUS PLATE - REF PLAN MASON RYWALL - REF PLAN BOND BEAM WITH (2) #5 CONT MASONRY SOAPS AS REQUIRED, TYP 3/8" 3 @12 3@12 T/OPENI NG A31,_EL (REF ARCH) 3/8" GLASS BLOCK - REF ARCH LINTEL DETAIL 1 1/2" = NOTES: 1. REFERENCE ARCHITECTURAL DRAWINGS FOR INSULATION, THROUGH -WALL FLASH ING, AN D WEEP HOLES. 2. REFER TO 3 /S4.0 SIM FOR CONNECTION TO EMBED PLATES AT END. BLOCKING 2x10 WITH 1/2"0 STAINLESS STEEL EXPANSION ANCHORS @ 24 "OC (4" EMBED) INTO CMU /7 c A NOTE 2 REF PLAN FOR SPACING OF SCHEDULED REINFORCING AND GROUTING WALL REINFORCING - REF PLAN STRUCTURAL INSULATED PANEL - REF ARCH ROOF RAFTER - REF PLAN PROVIDE SIMPSON 'H5' TIE (OR EQUIVALENT) AT EACH RAFTER — TREATED 2x10 BRICK VENEER - REF ARCH 8" BOND BEAM WITH (2) #5 CONT I! NOTE 2 TRUSS BEARING AT EXTERIOR WALL 3/4" =11-0" L3x2x1 /4 (LLH) x CONT 1 /4" END PLATE WITH SEAL WELD ALL AROUND RI) EOD- STEEL ROOF DECK - REF PLAN STEEL BEAM - _ REF PLAN, TYP 3 /16 3/16, 2 BENT PL1 /4 "x4" CONNECTION DETAIL ® HSS COLUMN - REF PLAN <TYP 3/4" BASE PLATE WITH (4) 3/4 "0 ANCHOR RODS WITH 9" EMBEDMENT A - A CONSTRUCTION JOINT LINTEL- REF PLAN — CONTINUOUS JOINT REINFORCING @ 16" OC — (2) #5 IN GROUTED CAVITIES EACH SIDE OF OPENING — (1) #5 IN GROUTED CAVITIES EACH SIDE OF OPENING — TYPICAL MASONRYOPENING (2) #5 TO TOP OF CMU (1) #5 TO UNDERSIDE OF LINTEL (2 AT BOTTOM OF TUBE LINTELS) TYPICAL MASONRY WALL DETAIL 3/4" = 1' -0" NOTES: 1. REFERENCE ARCHITECTURAL ELEVATIONS FOR MASONRY CONTROL JOINT LOCATIONS. 2. TWO COURSES OF JOINT REINFORCING ARE REQUIRED ABOVE THE LINTEL AND BELOW THE SILL AND SHALL EXTEND A MINIMUM OF 24 INCHES PAST THE OPENING. EXTERIOR WALL - REF ARCH DRAWINGS REF ARCH DWGS HSS STEEL LINTEL WITH 112110 x 0' -6" HEADED WELDED STUDS @ 24" OC - REF PLAN (NOTE 2) CONTINUOUS PLATE - REF PLAN L3x3x1 /4 x 0' -8 ", EACH SIDE WITH 1/20 EXPANSION ANCHOR (4" EMBED). COPE LEG TO ALLOW STONE SILL TO BE CONTINUOUS T /STEEL EL ( +8' -4") HSS COLUMN BASE PLATE DETAIL 1 1 /2" =11-0" NOTES: 1. REFER TO TYPICAL ANCHOR ROD DETAIL FOR ADDITIONAL INFORMATION. 2. NO WELDS REQUIRED AT RADIUSES. MASON RYWALL - REF PLAN BOND BEAM WITH (2) #5 CONT MASONRY SOAPS AS REQUIRED, TYP 3/8" 3/8" 3/16 3 @l2 3 @12 T /OPENING EL (REF ARCH) GLASS BLOCK - REF ARCH 8" BOND BEAM WITH (2) #5 CONT — HSS STEEL LINTEL WITH 1/2 "0 x O' -6" HEADED WELDED STUDS @ 24" OC - REF PLAN (NOTE 2) LINTEL DETAIL 1 1/2" =1' -0" NOTES: 1. REFERENCE ARCHITECTURAL DRAWINGS FOR INSULATION, THROUGH -WALL FLASHING, AND WEEP HOLES. 2. REFER TO 3/S4.0 FOR CONNECTION TO EMBED PLATES AT ENDS WALL CORNER OR END WALL END BAR - REF SCHEDULE OR #4 BAR MINIMUM RE EER- REF ARCH REF L3 1 /2x3 1/2x1/4 (GALV) WITH 8" OF BEARING REF ARCH DWGS EMBED PLATE WITH (2) H EADED WELDED STUDS, TYP B /LINTEL EL (REF PLAN) B /LINTEL EL (REF PLAN)AW LINTEL - REF PLAN, TYP (2) #5 EACH CELL, GROUT SOLID FULL HEIGHT PL3 /8'k41/2'x 1' -1 " WITH (2)1/2 "0x 0' -6" HEADED WELDED STUDS SECTION A -A 3/16 CMU WALL JAMB BETWEEN BLOCK WIN DOUVS GROUTED SOLID WITH (2) #5 IN EACH CELL LINTEL CONNECTION AT JAMB 3/4" = 1' -0" NOTES: 1. NO LOWER LINTEL AT SIM. MASONRYWALL - REF PLAN 8" BOND BEAM WITH (2) #5 T /OPENING EL(REFARCH) NOTE 3 LINTEL DETAIL 1 1/2" = 1' -0" NOTES: 0 SHORE MASONRY UNTIL GROUT FOR LINTEL HAS REACHED ITS SPECIFIED STRENGTH. 2. GROUT LINTEL BEAM FULL DEPTH IN ONE CONTINUOUS POUR. 3, REFER TO ARCHITECTURAL DRAWINGS FOR BULLNOSE REQUIREMENTS AT BOND BEAM AND JAMBS. HEAVY DUTY NUT HEAVY DUTY LEVELING NUT NON-SHRINK GROUT TACK DIAMETER, d 12 STRUCTURAL INSULATED PANEL - REF ARCH RAFTERS - REF PLAN RIDGE BEAM - REF PLAN la V "Ina EMBEDMENT CONTRACTORS OPTION TYPICAL ANCHOR ROD PROVIDE SIMPSON LSSU210 HANGER (OR EQUIVALENT) AT EACH RAFTER RIDGE BEAM DETAIL 3/4" = 1' -0" HEAVY DUTY NUT HEAVY DUTY LEVELING NUT NON-SHRINK GROUT 1 1 /2" = 1' -0" NOTES: 1. REFERENCE BASE PLATE DETAILS FOR DIAMETER AND EMBEDMENT. 2. REFERENCE GENERAL NOTES FOR MATERIAL REQUIREMENTS. 3. ANCHOR RODS SHALL BE SET PRIOR TO PLACEMENT OF CONCRETE. 4. PROTECT ANCHOR RODS FROM DAMAGE. 5. ANCHOR SHALL BE SET SO AS NOT TO VARY FROM THE DIMENSIONS SHOWN ON THE ERECTION DRAWINGS BY MORE THAN THE FOLLOWING: A. B. C. D. E. F. 1/8" CENTER TO CENTER OF ANYTWO RODS WITHIN AN ANCHOR ROD GROUP. 1/4" CENTER TO CENTER OF ADJACENT ANCHOR ROD GROUPS. ELEVATION OF THE TOP OF ANCHOR RODS ± 1/2 ". MAXIMUM ACCUMULATION OF 1/4" PER HUNDRED FEET ALONG THE ESTABLISHED COLU MN LINE. 1/4" FROM THE CENTER OF ANY ANCHOR ROD GROUP TO THE ESTABLISHED COLUMN LINE THROUGH THAT GROUP. REFERENCE AISC CODE OF STANDARD PRACTICE FOR ADDITIONAL INFORMATION. 6. SET ANCHOR RODS PERPENDICULAR TO BEARING SURFACE, UNLESS NOTED OTHERWISE. 7. PROVIDE 1 1 /2" NON - SHRINK GROUT AT ALL BASE PLATES. STEEL BEAM - REF PLAN 3/16 STRUCTURAL INSU LATED PANEL - REF ARCH 3/16 GRID 8" BOND BEAM WITH (1) #5 CONT @ 6" CMU. (2) #5@ 8" CMU 0) m n o N .. N 0 Z Q NQ w�LL E § Zpr Y v w Z O -egWs0 a K e) N Le; g Z Z Q WJ ZN - oz z0 W LJ w GoOOwU i�zFa � Z J � Q a 0 .0 -' OzwNY w m U O EL zaawo E OZw© U Z w � z 7 i O EL9 o uJ w }=wC9 a ~ i3Ow Q Y -owa: E00E W w 0- O < N a 0uJ 0W ~ < U w O QOUOw O o r P wzwao w4ww-, D- A.' wo w-<wO -r F .- wa 3�m� 0 LU Q STRUCTURAL INSULATED PANEL - REF ARCH MASONRY PARTITION WALL - REF ARCH FOR MORE INFORMATION N— CAP PL1 /4" WITH SEAL WELD ALL AROUND STEEL COLUMN - REF PLAN CONNECTION DETAIL 1" =1' -0" BLOCKING 2x10 WITH 1170 STAINLESS STEEL EXPANSION ANCHORS @ 24 "OC (4" EMBED) INTO CMU BRICKVENEER - REF ARCH 1. I 11 1.1 RAFTER - REF PLAN z z 2x14 ALONG PARTITION WALL WITH 1 /2" EXPANSION ANCHOR AT 24" OC (4" EMBEDMENT) MASONRY WALL DETAIL 3/4" =11-0" NOTES: 1. LOCATE CONNECTION ON NON - GLAZED SIDE OF WALL (VVHERE APPLICABLE). 2. BOND BEAM IS TO STEP OR SLOPE TO HAVE EXPANSION ANCHOR INSTALLED IN BOND BEAM. EOD - REF PLAN L3x2x1 /4 (LLH) x CONT TREATED 2x4 x CONT WITH 1/2 "0 EXPANSION ANCHORS @ 24" OC 2x4 AT RAFTERS WITH (2) 16d NAILS INTO RAFTER AND LEDGER ON MASONRY ROOF RAFTER - REF PLAN PROVIDE SIMPSON 'H5' TIE (OR EQUIVALENT) AT EACH RAFTER TREATED 2x10 8" BOND BEAM WITH (2) #5 CONT STEELDECK- / REF PLAN STEEL BEAM - REF PLAN EDGE OF DECK 1" = 1' -0" 16" DEEP BOND BEAM WITH (2) #5 CONT MASONRY WALL - REF PLAN TRUSS BEARING AT EXTERIOR WALL 3/4" = 1' -0" Z DRAWN BY APPROVED BY 04 -05 -2013 ISSUE DATE: (1) 0 0 H W Q -J CC w 02 LL1 CL 0 U— 02 O 0 • Z 2 Ls) SHEET NO. S4.0 STANDARD SYMBOL DEFINITIONS N TRUE NORTH N NORTH ARROW- REFERENCE PERTAINS TO TRUE NORTH PLAN NORTH ARROW- REFERENCE PERTAINS TO A DETERMINED PLAN NORTH IF TRUE NORTH IS A NON STANDARD DIRECTION DEMOLITION KEY NOTE- REFERENCE PERTAINS TO ENTIRE ROOM OR AREA DEMOLITION KEY NOTE- REFERENCE PERTAINS TO SPECIFIC OBJECT ONLY FLOOR PLAN AND REFLECTED CEILING PLAN KEY NOTE - REFERENCE PERTAINS TO ENTIRE ROOM OR AREA FLOOR PLAN AND REFLECTED CEILING PLAN KEY NOTE - REFERENCE PERTAINS TO SPECIFIC OBJECT FIRST FLOOR CLEANING AND REFLECTED CEILING CLEANING PLAN KEY NOTE: REFERENCE PERTAINS TO ENTIRE ROOM OR AREA FIRST FLOOR CLEANING AND REFLECTED CEILING CLEANING PLAN KEY NOTE: REFERENCE PERTAINS TO SPECIFIC OBJECT ONLY PHOTO REFERENCE TAG: REFERENCE PERTAINS TO VIEW DIRECTION PHOTO WAS TAKEN STANDARD ABBREVIATIONS ROOM NAME AREA NAME ROOM OR AREA TAG- REFERENCE PERTAINS TO ROOM OR (X ) ',XXXO" WINDOW TAG- REFERENCE PERTAINS TO SPECIFIC WINDOW FRAME TYPE DOOR TAGS- REFERENCE PERTAINS TO ROOM OR AREA WITH SAME NUMBERING. HANDING DETERMINED FROM OUTSIDE OF ROOM FACING DOOR. WALL TYPE TAG- REFERENCE PERTAINS TO SPECIFIC WALL TYPE, SEE DESCRIPTION OF WALL TYPES FOR SPECIFIC INFORMATION ELEVATION TAG- REFERENCE PERTAINS TO EXTERIOR ELEVATION BASED ON 100' -0" DIMENSION LINE- REFERENCE PERTAINS TO FINISHED FACE TO #'-#" FINISHED FACE r I I ELEVATION TAG- REFERENCE PERTAINS TO DIRECTION, NUMBER, AND PAGE LOCATION OF ELEVATION SECTION TAG- REFERENCE PERTAINS TO DIRECTION, NUMBER, AND PAGE LOCATION OF SECTION DETAIL TAG- REFERENCE PERTAINS TO PORTION OF SECTION TO BE ENLARGED AND PROVIDES DETAILED INFORMATION. NUMBER AND PAGE LOCATION OF DETAIL. ACP AFF ALUM ANOD ARGB B/ BBT BCMU BE BFF BM BMU BRG C CFCI CFE CFOI CJ CL CLG CLL CMU CONC CONT CPT CT CTCB CW DB DEMO D.E.F.S. DIA DS EC E.I.F.S. EJ ELEC ELEV EPT EQ EWC EX FD FE FEC FF FIN FRO FRP G NUMBER ACOUSTICAL CEILING PANELS AFTER FINISHED FLOOR ALUMINUM ANODIZED ABUSE - RESISTANT GYPSUM BOARD BOTTOM OF BIOBASED TILE BURNISHED CONCRETE MASONRY UNIT BAKED ENAMEL BELOW FINISHED FLOOR BENCH MARK BRICK BEARING CHANNEL CONTRACTOR FURNISHED CONTRACTOR INSTALLED CITY FINANCED ENHANCEMENT CONTRACTOR FURNISHED OWNER INSTALLED CONTROL JOINT CENTER LINE CEILING CONSTRUCTION LIMITS LINE CONCRETE MASONRY UNIT CONCRETE CONTINUOUS CARPET CERAMIC TILE CERAMIC TILE COVE BASE CURTAIN WALL DRY -ERASE BOARD DEMOLISH/ DEMOLITION DIRECT APPLIED EXTERIOR FINISH SYSTEM DIAMETER DOWNSPOUT ELECTRICAL CONTRACTOR EXTERIOR INSULATION & FINISH SYSTEM EXPANSION JOINT ELECTRICAL ELEVATION EPDXY PAINT EQUAL ELECTRIC WATER COOLER EXISTING FLOOR DRAIN FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISHED FLOOR FINISHED FOR REFERENCE ONLY FIBERGLASS REINFORCED PANELS GROUT STANDARD MATERIALS GA GALV GC GHM GB HM HORZ HPC HPOF HT HVAC ICP ID IG IGHM IHM ISG L LB /LBS MAH MAX MC MFR MH mil MO MTD NIC NTS OA OC OFCI OFOI OD OH OPP ORD OSB OTS (P) PORT PJ PL PLAM PLY GAUGE GALVANIZED GENERAL CONTRACTOR GALVANIZED HOLLOW METAL GYPSUM BOARD HOLLOW METAL HORIZONTAL HIGH PERFORMANCE COATING HIGH PERFORMANCE ORGANIC FINISH HEIGHT HEATING/VENTILATION /AIR CONDITIONING INSULATED ALUMINUM COMPOSITE PANEL INSIDE DIAMETER INSULATED GLASS INSULATED GALVANIZED HOLLOW METAL INSULATED HOLLOW METAL INSULATED SPANDREL GLASS ANGLE POUND /POUNDS MAXIMUM ATTAINABLE HEIGHT MAXIMUM MECHANICAL CONTRACTOR MANUFACTURER'S MANHOLE MIL THICKNESS MASONRY OPENING MOUNTED NOT IN CONTRACT NOT TO SCALE OVERALL ON CENTER PT PVC QT RAD RB RD RES REV RF RJ RO ROW SC SF SH SIM SN SRFEC SS ST.STL. STN SUSP T &G TB TERR TF TG TIG T/ TYP UL OWNER FURNISHED CONTRACTOR INSTALLED UNO OWNER FURNISHED OWNER INSTALLED VB OUTSIDE DIAMETER OVERHEAD OPPOSITE OVERFLOW ROOF DRAIN ORIENTED STRAND BOARD OPEN TO STRUCTURE PATENTED PORCELAIN TILE PANEL JOINT PLATE PLASTIC LAMINATE PLYWOOD BATT INSULATION BRICK a Ja C/a is I �e�, i _Iaa , CMU GRANULAR FILL GYPSUM BOARD GLASS ELEVATIONS) CONCRETE PLYWOOD II III CONTINUOUS COMPACTED FILL/ WOOD STEEL UNDISTURBED EARTH RIGID INSULATION VCT VERT VIF VWC W/ W/O WD WFE WG WM WT WWF PAINT POLYVINYL CHLORIDE QUARRY TILE RADIUS RUBBER BASE ROOF DRAIN RESINOUS FLOORING REVISION RUBBER FLOORING REVEAL JOINT ROUGH OPENING RIGHT -OF -WAY SEALED CONCRETE SQUARE FOOT SINGLE HUNG SIMILAR STAIR NOSING SEMI - RECESSED FIRE EXTINGUISHER CABINET SOLID SURFACE STAINLESS STEEL STAIN SUSPENDED TONGUE AND GROOVE TACK BOARD TERRAZZO TACKABLE FABRIC TEMPERED GLASS TEMPERED INSULATED GLASS TOP OF TYPICAL UNDERWRITERS LABORATORIES, INC. UNLESS NOTED OTHERWISE VINYL BASE VINYL COMPOSITION TILE VERTICAL VERIFY IN FIELD VINYL WALL COVERING WITH WITHOUT WOOD WALL- MOUNTED FIRE EXTINGUISHER WIRE GLASS WALK -OFF MAT WINDOW TREATMENT WELDED WIRE FABRIC REVISION TAG- REFERENCE PERTAINS TO REVISED PORTION OF DRAWING AND REVISION NUMBER ADA INFORMATION 1' -6" \?IX XCI X�. 7(1-5' -0 "4 RESTROOMS 18" MINIMUM CLEARANCE ON PUSH SIDE OF ALL DOORS AND 12" MINIMUM CLEARANCE ON PULL SIDE OF ALL DOORS 5' MINIMUM TURNING RADIUS IN ALL DESIGNATED JOBSITE SIGNAGE PROJECT INFORMATION: 3 1/4" SANS SERIF FONT COLOR: SW 6258 TRICORN BLACK SIGN BACKGROUND: COLOR: SW 7006 EXTRA WHITE DUBUQUE LOGO: 18" ACCESS DOOR PF ON OPPOSITE SIDE OPTIONAL 10" STAINLESS STEEL CARRIER FILTERED WATER • PLAQUE QUICK CLOSE VALVE 1/8" FLOW REDUCER ACCESS DOOR ON OPPOSITE SIDE 10" SS PIPE FILTER • BY MDF WATER SUPPLY BY OTHERS 1� WATER FOUNTAIN DETAIL FRONT VIEW J ACCESS DOOR ON OPPOSITE SIDE PET FOUNTAIN BOTTOM FILLER WE RECOMMEND A 2 ", 3" OR 4" OPEN HUB DRAIN TOP VIEW CIL 2 ",3" OR 4" OPEN HUB DRAIN SCALE: NTS CONTACT INFORMATION: 1 1/8" SANS SERIF FONT COLOR: SW 6258 TRICORN BLACK D ARCHITECT / CIVIL ENGINEER: AMENT, INC. 4715 15TH STREET A MOLINE, ILLINOIS 61265 PHONE (309) 762 -3617 FAX (309) 762 -9682 W W W.AMENT.COM BUQUE 5TH AND BLUFF PUBLIC RESTROOMS CONTRACTOR LOGO MECHANICAL ENGINEER / ELECTRICAL ENGINEER STRUCTURAL ENGINEER: KJWW ENGINEERING CONSULTANTS 623 26TH AVE. ROCK ISLAND, IL PHONE (309) 788 -0673 71-1O)4 "_/ 71 2' -8Y2" A 71 A 1-10)/4" W 0 Z C W > CC J DRAWN } Z Co 0- EN 0 0 0 cc H W cc < 0 D W CL LI Q 3 CO D M 0 Z 2 1- LLB SHEET NO. G1.1 OF - FILE NAME G09613.10 ,Asecic'es 1� SITE PLAN LOCATION SCALE: 1/16" = 1' -0" GENERAL NOTES: 1. CONTRACTOR SHALL COORDINATE WORK SCHEDULES WITH THE OWNER TO ESTABLISH CONSTRUCTION SEQUENCING OF OCCUPIED AREAS. CONTRACTORS SHALL NOT PROCEED WITH WORK IN OCCUPIED AREAS UNTIL AUTHORIZED BY OWNER. 2. ALL CONTRACTORS SHALL COORDINATE THEIR WORK WITH THAT OF ALL OTHER TRADES TO INSURE PROPER SEQUENCING AND INSTALLATION. 3. ALL ELEMENTS AND SURFACES DAMAGED BY DEMOLITION, BUT NOT SCHEDULED FOR DEMOLITION, SHALL BE REPAIRED, RE- ANCHORED, AND FINISHED TO MATCH ADJACENT SURFACES AT NO ADDITIONAL COST TO OWNER. 4. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, INCLUDING DIMENSIONS, WHICH AFFECT THE CONTRACTORS WORK. IF EXISTING CONDITIONS ARE CONTRARY TO THE PLANS, CONTRACTOR IS TO NOTIFY THE ARCHITECT, OWNER, OR THE OWNERS REPRESENTATIVE IMMEDIATELY. 5. SEE CIVIL DRAWINGS FOR LOCATION OF BUILDING. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND PROPER DISPOSAL OF CONSTRUCTION DEBRIS. THE CONTRACTOR SHALL COORDINATE FINAL SALVAGE REQUIREMENTS WITH THE OWNER. 7. TEMPORARY BARRICADES SHALL BE INSTALLED IN ACCORDANCE WITH OSHA STANDARDS TO PREVENT POSSIBLE INJURY. 8. ALIGN NEW SURFACES TO CREATE ACCESSIBLE ROUTE WHERE INDICATED ON DRAWINGS., PATCH AND REPAIR ANY DAMAGE TO EXISTING SURFACES OR MATERIALS, MAKE SPLICES AND SEAMS AS INCONSPICUOUS AS POSSIBLE. FINISH AS SCHEDULED. 9. SEE SHEET A1.0 FOR ARCHITECTURAL SITE PLAN INFORMATION. BASE COLOR -COLOR 1 TO BE SELECTED BY ARCHITECT c I L c / c PROVIDE PITCH W/ SMOOTH CONC. FINISH STRIPE -COLOR 2 TO BE SELECTED BY ARCHITECT KEYED NOTES: OBOLLARDS, SEE DETAIL 2/A1.0 OWATER FOUNTAIN, WITH BOTTLE FILLER AND PET FOUNTAIN, SEE MECHANICAL DWGS AND SPECS. SEE DETAIL 1/G1.1 3 CURB AND GUTTER, SEE CIVIL DWGS. BIKE RACK, SEE SPECS. BENCH, SEE SPECS. 6 TRASH AND RECYCLE CONTAINTER, SEE SPECS. 0 1 -1/2" 0 PAINTED STEEL HANDRAIL -SEE EXTERIOR ELEVATONS O 10 11 12 13 14 15 16 EXISTING RETAINING WALL - SALVAGE WALL ALONG NEW RETAINING WALL, SEE STRUCTURAL DWGS. SALVAGED WALL WILL BE RE -USED AT THE RAIN GARDEN. - COORD. WITH OWNER. CONCRETE SIDEWALK, SEE CIVIL DWGS. TIE INTO EXISTING SIDEWALK, SEE CIVIL DWGS. RAIN GARDEN, SEE CIVIL DWGS. DOWNSPOUTS - CORRUGATED ROUND CODE BLUE SYSTEM, SEE ELEC. DWGS. MATCH EXISTING PAVEMENT, CUT AND PATCH AS REQ'D. MAINTAIN 1:20 SLOPE TO BUILDING SIDEWALK, SEE CIVIL DWGS. CONCRETE STAIRS, VERIFY RISER AND TREAD DIMENSIONS PRIOR TO CONSTRUCTION. -SEE CIVIL DWGS. PLACE SALVAGED STONE RETAINING WALL BREAK PIECES INTO APPEALING SECTIONS OF STONE TO BE ARRANGED AROUND EDGE OF RAIN GARDEN. -PER ARCHITECTS APPROVAL. 6" DIA. STD. STEEL PIPE CONC. FILLED -PAINT TO BE SELECTED BY ARCHITECT L i2\ BOLLARD SCALE: 1 1/2" = 1' -0" BOLLARD FOUNDATON 3/8 X 1 -6" DIA. WELDED HOOPS AT TOP, BOTTOM AND CENTER SOLID UNDISTURBED SOIL NOT FOR CONSTRUCTION W 0 Z 0 W C_ z J 2 DRAWN BY: APPROVED BY: 04 -05 -2013 ISSUE DATE: Z Co ON E W Q SITE PLAN - LOCATION 5TH AND BLUFF PUBLIC RESTROOMS DUBUQUE, IOWA SHEET NO. A1.0 OF FILE NAME ROOF LINE ABOVE PLUMBING CHASE 16" TO 18 "74 f1' -0 "-1 10' -9" 18" MIN 16" TO 18 "74 71-11-0" 11' 0" PLUMBING CHASE 2' 4 "� 4' -2" 5' 10" 18" MIN 116" TO 18 "f 7,-11-0" 7 1' 6" 1' 5' 0" CLEAR FD Al 5' -0 CLEAR A / / % WOMENS / / I TOILET RM / / Q / / 101 `Ow< / \ // o X \ / \ \ / / L �L__J I// \ /1 I FAMILY / 1 I TOILET RM / / / / \ 102 / \ // •C \ / / \ \ / \ \ / // \/ - -- MAINT. MO1 / MENS \ \ TOILET RM ) \ \ \ \ 103 / \ \ \ / \ / x\ \ \\ / // \� \/ / \ i� \ / H f10" 6' 6" 3' 4" M.O. 7' 4" 3' 4" M.O. 2' 8" M.O. 2' 0" 7 0 3' 4" M.O. 3 A5.1 6' 6" 10 "-.4 4 1 t 1 0 f 21' -10" 0 +/- 38'-4" VERIFY 16' 6" FLOOR PLAN SCALE: 1/2" = V -0" DOOR SCHEDULE DOOR # DOOR FRAME FIRE RATING HARDWARE GROUP REMARKS DETAILS WIDTH HEIGHT MATERIAL FINISH TYPE MATERIAL FINISH TYPE ADMINISTRATION ADDITION 101 3' -0" T -0" HM PT F HM PT 36 010 PROVIDE STEEL STIFFENED DOOR 7 & 8/A5.1 102 3' -0" 7' -0" HM PT F HM PT 36 010 PROVIDE STEEL STIFFENED DOOR 7 & 8/A5.1 M01 3' -0" T -0" HM PT F HM PT 36 010 PROVIDE CARD READER & STIFFENING 7 & 8/A5.1 M02 2' -8" 7' -0" HM PT F HM PT 30 020 4 /A1.1 103 3' -0" 7' -0" HM PT F HM PT 36 010 PROVIDE STEEL STIFFENED DOOR 7 & 8/A5.1 NOTE: --- K1DOOR SCHEDULE )SCALE: 1/4" = 1' -0" 'DOOR 400 SPECIAL HEIGHT 0 F FLUSH DOOR TYPES SCALE: 1/4" = 1' -0" 3' -4" 2" 2" DOOR 30, 36 HM / DOOR FRAME TYPES 3 }SCALE: 1/4" = 1' -0" CONT. BEAD OF SEALANT AND JOINT FILLER ON BOTH SIDES OF DOOR HOLLOW METAL FRAME -GROUT SOLID I — DOOR G) JAMB DETAIL SCALE: 1 1/2" = 1' -0" GROUT SOLID X10" / (6) TREADS AT +/-11" MIN. 0 0 1' 0" KEYED NOTES: 0, HOSE BIB, SEE MECH. DWGS. ONEW MECHANICAL LOUVER (SEE MECHANICAL) AND EXTERIOR ELEVATIONS % HAND DRYER O4 FOLD -DOWN CHANGING TABLE 0, SOAP DISPENSER .0 CANOPY ABOVE, SEE ROOF PLAN AND SECTION GENERAL NOTES: 1. CONTRACTOR SHALL COORDINATE WORK SCHEDULES WITH THE OWNER. 2. ALL CONTRACTORS SHALL COORDINATE THEIR WORK WITH THAT OF ALL OTHER TRADES TO INSURE PROPER SEQUENCING AND INSTALLATION. 3. ALL ELEMENTS AND SURFACES DAMAGED BY DEMOLITION, BUT NOT SCHEDULED FOR DEMOLITION, SHALL BE REPAIRED, RE- ANCHORED, AND FINISHED TO MATCH ADJACENT SURFACES AT NO ADDITIONAL COST TO OWNER. 4. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, INCLUDING DIMENSIONS, WHICH AFFECT THE CONTRACTORS WORK. IF EXISTING CONDITIONS ARE CONTRARY TO THE PLANS, CONTRACTOR IS TO NOTIFY THE ARCHITECT, OWNER, OR THE OWNERS REPRESENTATIVE IMMEDIATELY. 5. IF ASBESTOS OR ANY OTHER HAZARDOUS MATERIAL IS ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT, OWNER OR THE OWNERS REPRESENTATIVE IMMEDIATELY. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND PROPER DISPOSAL OF CONSTRUCTION DEBRIS. THE CONTRACTOR SHALL COORDINATE FINAL SALVAGE REQUIREMENTS WITH THE OWNER. 7. TEMPORARY BARRICADES SHALL BE INSTALLED IN ACCORDANCE WITH OSHA STANDARDS TO PREVENT POSSIBLE INJURY. 8. EXISTING CONSTRUCTION IS SHOWN IN LIGHT LINES AND NEW CONSTRUCTION WITH BOLD LINES, UNLESS OTHERWISE NOTED. 9. PROVIDE APPROVED BLOCKING OR STRAPPING IN WALL, CEILING, AND OTHER FRAMING AS REQUIRED TO SUPPORT FIXTURES INCLUDING, BUT NOT LIMITED TO, MIRRORS, GRAB BARS, SHELVING, SINKS, AND CASEWORK. (THIS INCLUDES ITEMS NOTED AS NIC AND OFCI, COORDINATE WITH OWNERS REPRESENTATIVE). 10. PATCH AND FINISH EXISTING SURFACES AFFECTED BY DEMOLITION. RESTORE BY REMOVING DAMAGED PORTION AND REPLACING WITH NEW. MAKE SPLICES AND SEAMS AS INCONSPICUOUS AS POSSIBLE. 11. FILL CELLS OF BLOCK WITH GROUT WHERE ANCHORS AND FASTENERS ARE USED TO SECURE ITEMS TO WALLS. 12. WHERE VAPOR BARRIERS ARE INSTALLED PROVIDE CONTINUOUS SEAL BETWEEN WALL AND CEILING PLANES USING MANUFACTURER'S INSTALLATION INSTRUCTIONS. 13. SEE WALL SECTIONS FOR EXTERIOR WALL ASSEMBLIES. 14. SEE STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS, TYP. 15. SEE INTERIOR ELEVATIONS FOR TOILET ROOM INFO. 16. COORDINATE DOOR HARDWARE WITH SECURITY AND ELECTRICAL CONTRACTOR. 17. SEE SPECIFICATONS FOR DOOR HARDWARE SCHEDULE All A2 WALL TYPES: SPECIAL WALL NOTE: IN -WALL BACKING IN ALL LOCATIONS WITH WALL MOUNTED EQUIPMENT AND FINISHES. NOMINAL 6" GLAZED MASNORY CMU: (EXTEND TO 12'-8" AFF, SEE INTERIOR ELEVATIONS NON - GLAZED 6" CMU ABOVE 12'-8" TO STRUCTURE) GLAZED ON BOTH FACES OF UNIT NOMINAL 4" GLAZED MASNORY CMU: (PARTIAL HEIGHT 6' -0 "AFF.) GLAZED ON BOTH FACES OF UNIT A3 1 +I PLUMBING /CHASE WALL NOMINAL 6 " GLAZED MASONRY CMU: (EXTEND TO STRUCTURE) GLAZED ON TOILET ROOM SIDE ONLY NOMINAL 6" GLAZED MASONRY CMU: (EXTEND TO 12'-8" AFF, SEE INTERIOR ELEVATIONS NON - GLAZED 6" CMU ABOVE 17-8" TO STRUCTURE) GLAZED ON TOILET ROOM SIDE ONLY PROJECT NORTH NOT FOR CONSTRUCTION w 0 Z 0 47 W CC O Z J 2 DRAWN BY: APPROVED BY: 04 -05 -2013 ISSUE DATE: Z nC W - E t7) W 0 FLOOR PLAN 5TH AND BLUFF PUBLIC RESTROOMS DUBUQUE, IOWA SHEET NO. A1.1 OF FILE NAME G09613.10 7 0 0 (Al ) H 2' 6" 15' 10" 1' 8" 17' 6" /1 4" 1' -2" MAINT. 10" 1' 2" WOMENS TOILET RM 101 84 8'-8" M.O. 2' 0" FAMILY TOILET RM 102 86 MO1 44 MENS TOILET RM 103 84 (c1) 0 UPPER FLOOR PLAN 14' 8" M.O. +/ 40' 0" VERIFY 2' 0" ( B1 ) 8' 8" M.O. 1' 2" SCALE: 1/2" = 1' -0" 0 OPEN TO STRUCTURE OPEN TO STRUCTURE OPEN TO STRUCTURE OPEN TO STRUCTURE 7 0 REFLECTED CEILING PLAN �� SCALE: 1/2" = 1' -0" O O 0 0 0 GENERAL NOTES: 1. CONTRACTOR SHALL COORDINATE WORK SCHEDULES WITH THE OWNER. 2. ALL CONTRACTORS SHALL COORDINATE THEIR WORK WITH THAT OF ALL OTHER TRADES TO INSURE PROPER SEQUENCING AND INSTALLATION. 3. ALL ELEMENTS AND SURFACES DAMAGED BY DEMOLITION, BUT NOT SCHEDULED FOR DEMOLITION, SHALL BE REPAIRED, RE- ANCHORED, AND FINISHED TO MATCH ADJACENT SURFACES AT NO ADDITIONAL COST TO OWNER. 4. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, INCLUDING DIMENSIONS, WHICH AFFECT THE CONTRACTORS WORK. IF EXISTING CONDITIONS ARE CONTRARY TO THE PLANS, CONTRACTOR IS TO NOTIFY THE ARCHITECT, OWNER, OR THE OWNERS REPRESENTATIVE IMMEDIATELY. 5. IF ASBESTOS OR ANY OTHER HAZARDOUS MATERIAL IS ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT, OWNER OR THE OWNERS REPRESENTATIVE IMMEDIATELY. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND PROPER DISPOSAL OF CONSTRUCTION DEBRIS. THE CONTRACTOR SHALL COORDINATE FINAL SALVAGE REQUIREMENTS WITH THE OWNER. 7. TEMPORARY BARRICADES SHALL BE INSTALLED IN ACCORDANCE WITH OSHA STANDARDS TO PREVENT POSSIBLE INJURY. 8. EXISTING CONSTRUCTION IS SHOWN IN LIGHT LINES AND NEW CONSTRUCTION WITH BOLD LINES, UNLESS OTHERWISE NOTED. 9. PROVIDE APPROVED BLOCKING OR STRAPPING IN WALL, CEILING, AND OTHER FRAMING AS REQUIRED TO SUPPORT FIXTURES INCLUDING, BUT NOT LIMITED TO, MIRRORS, GRAB BARS, SHELVING, SINKS, AND CASEWORK. (THIS INCLUDES ITEMS NOTED AS NIC AND OFCI, COORDINATE WITH OWNERS REPRESENTATIVE). 10. PATCH AND FINISH EXISTING SURFACES AFFECTED BY DEMOLITION. RESTORE BY REMOVING DAMAGED PORTION AND REPLACING WITH NEW. MAKE SPLICES AND SEAMS AS INCONSPICUOUS AS POSSIBLE. 11. FILL CELLS OF BLOCK WITH GROUT WHERE ANCHORS AND FASTENERS ARE USED TO SECURE ITEMS TO WALLS. 12. WHERE VAPOR BARRIERS ARE INSTALLED PROVIDE CONTINUOUS SEAL BETWEEN WALL AND CEILING PLANES USING MANUFACTURER'S INSTALLATION INSTRUCTIONS. 13. SEE WALL SECTIONS FOR EXTERIOR WALL ASSEMBLIES. 14. SEE STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS, TYP. 15. SECURITY CAMERA SYSTEM BY OTHERS, COORDINATE WITH OWNER. 16. (-- ) INDICATES WINDOW TYPE, SEE SHEET A6.1. KEYED NOTES: GROWLOCK COURSE +1 INCH FROM FACE OF WALL 2 ROWLOCK COURSE BEYOND, SEE EXTERIOR ELEVATIONS 3 EXTERIOR LOUVER VENT -SEE MECH. DWGS. PROJECT NORTH w 0 Z 0 > W CC d Z DRAWN BY: APPROVED BY: 04 -05 -2013 ISSUE DATE: Z Co �- t� UPPER FLOOR PLAN 5TH AND BLUFF PUBLIC RESTROOMS DUBUQUE, IOWA SHEET NO. A1.2 OF FILE NAME G09613.10 2 4" 1 A3.1 38' 4" / 2 4" v fV BUILDING LINE BELOW i0 rt PER MANUF. RECOMMENDATIONS 3 A3.1 A5.1 VERIFY 21' 10" 1 ,1 ROOF PLAN / SCALE: 1/2" = 1' -0" 0 PIPE OR OTHER PENETRATION FLASHING SHINGLE ROOFING OVER PLYWOOD DECK VENTED ROOF PER INSULATED ROOF PANEL MANUF. 16' 6" FRAMED ROOF OPENING THROUGH STRUCTURE WHEN LARGER THAN 6" DIA. OR PER INSULATED ROOF PANEL MANUF. REQUIREMENTS, WHICH EVER OR MORE STRINGENT SEE STRUCTURAL DETAILS ROOF PIPE FLASHING DETAIL SCALE: 1 1/2" = 1' -0" H 1 � I .A i� i••••••• M•n 1 0" -.L CAP SHINGLES 2" ROOFING NAILS RIDGE VENT ASPHALT SHINGLES VENTED ROOF PER INSULATED ROOF PANEL MANUF. PER MANUF. RECOMM. PLYWOOD ROOF SHEATHING STRUCTURAL FRAMING MEMBER PER MANUF. RECOMM. RIDGE CAP DETAIL ® JSCALE: 1 1/2" = 1' -0" 0 0 0 GENERAL NOTES: 1. CONTRACTOR SHALL COORDINATE WORK SCHEDULES WITH THE OWNER. 2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, INCLUDING DIMENSIONS, WHICH AFFECT THE CONTRACTORS WORK. IF EXISTING CONDITIONS ARE CONTRARY TO THE PLANS, CONTRACTOR IS TO NOTIFY THE ARCHITECT, OWNER, OR THE OWNERS REPRESENTATIVE IMMEDIATELY. 3. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR COORDINATION. 4. VERIFY NET FREE AREA CALCULATIONS W/ SELECTED MANUF. SPECIFICATIONS. KEYED NOTES: O METAL ROOF AT CANOPY, SEE SPECS. .0 ASPHALT SHINGLE ROOF, SEE SPECS. .0 HALF ROUND GUTTER - PAINTED, SEE SPECS. O ROUND CORRUGATED DOWN SPOUT, SEE SPECS. O RIDGE VENT -SEE DETAIL 2/A1.3 O ROOF VENT - S EE DETAIL 3/A1.3 PROJECT NORTH w 0 Z 0 W 0 Z J 2 DRAWN BY: APPROVED BY: 04 -05 -2013 ISSUE DATE: Z Co 0- E t� o ROOF PLAN 5TH AND BLUFF PUBLIC RESTROOMS DUBUQUE, IOWA SHEET NO. A1.3 OF FILE NAME WALL WASH DOWNLIGHT FIXTURE CAST STONE 0 WEST ELEVATION SCALE: 1/4" = 1' -0" CONC PIER T/ WALL 12' -8" T/ WALL 12' -8" BRICK REVEAL ROWLOCK CAST STONE STAIR RAILING STEEL W/ BLACK POWDER COAT IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII METAL SIGNAGE - PAINTED VENT -SEE MECH. DWGS SPOT LIGHT FIXTURE -SEE ELEC. DWGS - L- L- L- L L L- L- L- L- L- L- L- L- L L L- L- L- L- L - L L- L- L- L- L- L- L- L- L L- L- L- L- L- L- L- L L- L- L- L- L- L- L- L- L L- L- L- L- L- L- L- 1 1 1 L- L- L- L- L- L- L- L L- L- L- L- L- L- L- L- L- L LLLLLLLLLLLL LLLLLLLLLLLL GLASS BLOCK LIGHT FIXTURE, SEE ELEC. DWGS TYP. STAIR RAILING STEEL W/ BLACK POWDER COAT CJ ® SOUTH ELEVATION SCALE: 1/4" = 1' -0" CJ CJ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII • • • . • • • • in • • . • In nrnmmrnmnnn THIN STONE VENEER CJ NORTH ELEVATION �`� J SCALE: 1/4" = 1' -0" ■ Li= ..� si _iiiiiJiiiii IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 14 0 0 ,' 4 0 WEST ELEVATION SCALE: 1/4" = 1' -0" CONC PIER T/ WALL 12' -8" T/ WALL 12' -8" BRICK REVEAL ROWLOCK CAST STONE STAIR RAILING STEEL W/ BLACK POWDER COAT IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII METAL SIGNAGE - PAINTED VENT -SEE MECH. DWGS SPOT LIGHT FIXTURE -SEE ELEC. DWGS - L- L- L- L L L- L- L- L- L- L- L- L- L L L- L- L- L- L - L L- L- L- L- L- L- L- L- L L- L- L- L- L- L- L- L L- L- L- L- L- L- L- L- L L- L- L- L- L- L- L- 1 1 1 L- L- L- L- L- L- L- L L- L- L- L- L- L- L- L- L- L LLLLLLLLLLLL LLLLLLLLLLLL GLASS BLOCK LIGHT FIXTURE, SEE ELEC. DWGS TYP. STAIR RAILING STEEL W/ BLACK POWDER COAT CJ ® SOUTH ELEVATION SCALE: 1/4" = 1' -0" CJ CJ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII • • • . • • • • in • • . • In nrnmmrnmnnn THIN STONE VENEER CJ NORTH ELEVATION �`� J SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" CJ SEAM NOPY UMNS AILING 3LACK COAT ULING (LACK COAT THIN STONE VENEER WALL WASH DOWN LIGHT FIXTURE, SEE ELEC. DWGS TYP. 3' 5" SIGNAGE Keiy EAST ELEVATION ANCHOR BOLT AT MASONRY WALL SCALE: 1/4" = 1' -0" STANDING SEAM METAL CANOPY COLOR -DARK GREEN , AS APPROVED BY ARCHITECT ROOF SHINGLES GAF COLONIAL SLATELINE - ENGLISH GREY OR EQ. AS SELECTED BY ARCHITECT GUTTER HALF ROUND - PAINTED, COLOR AS SELECTED BY ARCHITECT SIGNAGE WALL WASH DOWN LIGHT FIXTURE , SEE ELEC. DWGS CAST STONE ROWLOCK COURSE THIN STONE VENEER RAIN GARDEN 12 7 BRICK VENEER REDLAND COLOR - GEORGIAN OR EQUAL GLASS BLOCK PITTSBURGH CORNING DECORA OR EQUAL I I PAINT SIGN ADA BLUE BACKGROUND W/ WHITE FIGURES -PER ARCHITECTS APPROVAL FIGURES SHOULD BE VISABLE FROM STREET METAL SIGN AND FRAMING SCALE: 3/4" = 1' -0" PRECAST STONE COLOR BUFF OR EQUAL DOWNSPOUT CORRUGATED ROUND - PAINTED -COLOR AS SELECTED BY ARCHITECT FOUNDATION WALL W/ THIN STONE VENEER - MOUNTAIN BLUFF COLOR OR EQUAL BOLLARD CONCRETE SIDEWALK AT STAIR Q /" ELEVATION MATERIALS • El • MI • El • MI • El • MI • MI • ■1 • ■1 • SCALE: 1/2" = 1' -0" w 0 Z 0 > W LL z J 2 DRAWN BY: APPROVED BY: 04 -05 -2013 ISSUE DATE: Z nC o W - E t17 W ELEVATION 5TH AND BLUFF PUBLIC RESTROOMS DUBUQUE, IOWA SHEET NO. A2.1 OF FILE NAME G09613.10 ■ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ,' 4 - LLLLLLLLLL - LLLLLLLLLLLLLLLLLLL _LL-L-L-L-L-L-L-L-L 1 1 1 1 1 - 1 1 J 1 I i I I I 1 ,E 1 1 1 1 1 STANDING ROOF AT C/ I 1 c •liii ■a • r 01 •11i TS COL R STEEL W/I POWDER Z] r r 1� lu• i u STAIR R �h1 STEEL W/ I `�I 1 1 ` 1 I I I I I C I El _ r-1 R[ll ITH Fl FVATTCIN AT C'ANCIPY WAI K WAY SCALE: 1/4" = 1' -0" CJ SEAM NOPY UMNS AILING 3LACK COAT ULING (LACK COAT THIN STONE VENEER WALL WASH DOWN LIGHT FIXTURE, SEE ELEC. DWGS TYP. 3' 5" SIGNAGE Keiy EAST ELEVATION ANCHOR BOLT AT MASONRY WALL SCALE: 1/4" = 1' -0" STANDING SEAM METAL CANOPY COLOR -DARK GREEN , AS APPROVED BY ARCHITECT ROOF SHINGLES GAF COLONIAL SLATELINE - ENGLISH GREY OR EQ. AS SELECTED BY ARCHITECT GUTTER HALF ROUND - PAINTED, COLOR AS SELECTED BY ARCHITECT SIGNAGE WALL WASH DOWN LIGHT FIXTURE , SEE ELEC. DWGS CAST STONE ROWLOCK COURSE THIN STONE VENEER RAIN GARDEN 12 7 BRICK VENEER REDLAND COLOR - GEORGIAN OR EQUAL GLASS BLOCK PITTSBURGH CORNING DECORA OR EQUAL I I PAINT SIGN ADA BLUE BACKGROUND W/ WHITE FIGURES -PER ARCHITECTS APPROVAL FIGURES SHOULD BE VISABLE FROM STREET METAL SIGN AND FRAMING SCALE: 3/4" = 1' -0" PRECAST STONE COLOR BUFF OR EQUAL DOWNSPOUT CORRUGATED ROUND - PAINTED -COLOR AS SELECTED BY ARCHITECT FOUNDATION WALL W/ THIN STONE VENEER - MOUNTAIN BLUFF COLOR OR EQUAL BOLLARD CONCRETE SIDEWALK AT STAIR Q /" ELEVATION MATERIALS • El • MI • El • MI • El • MI • MI • ■1 • ■1 • SCALE: 1/2" = 1' -0" w 0 Z 0 > W LL z J 2 DRAWN BY: APPROVED BY: 04 -05 -2013 ISSUE DATE: Z nC o W - E t17 W ELEVATION 5TH AND BLUFF PUBLIC RESTROOMS DUBUQUE, IOWA SHEET NO. A2.1 OF FILE NAME G09613.10 EXTERIOR SHEATHING PREFIN. DRIP EDGE PREFIN. SHEET MTL GUTTER 1/2 ROUND -COLOR TO BE SELECTED BY ARCHITECT 0� PREFIN. MTL FASCIA -COLOR AS SELECTED BY ARCHITECT 0 0 VENTED ALUMINUM SOFFIT SYSTEM 2X WOOD FRAMING SUPPORT AT CAMERA LOCATIONS AS REQ'D - COORDINATE WITH SECURITY CONTRACTOR X5 SOFFIT DETAIL SCALE: 3/4" = 1' -0" 6" 0 PAINTED GALVANIZED STEEL BOLLARD - CONCRETE FILLED -SEE A1.0 FOR DETAIL 11 1 111 111111111( / 1 111 % c �` % 1 111111i> i ��V��V��V��V��N. HEIHE j in 111 =H \c j jj j j \/ j =111111111111111E \ =111 ii /iii; 1 <�ii��i��i��i��ic ! i< -111-111111_111_Hr II 11111III = _ SECTION - BOLLARD (4) SCALE: 3/4" = 1' -0" PAINT ENTIRE UNDERSIDE OF STRU( -SEE SPECS. WOOD RAFTERS - PAINTED -SEE STRUCT. DWGS 1X WD TRIM - PAINTED BOND BEAM -SEE STRUCT. DWGS. HSS STEEL LINTEL -SEE STRUCT. DWGS. MORTAR NET T/ SILL 8' -8" AFF VENT, SEE MECH. DWGS. GLAZED MASONRY STANDARD MODULAR BRICK VENEER THIN STONE VENEER (3D 000 %te •r�rrr $rrrrrr SECTION SCALE: 374" = 1' -0" XI IXI T/ SILL 8' -8" AFF STANDARD MODULAR BRICK VENEER 0000 TYP / GLASS BLOCK GLAZED MASONRY 0) w w 0) Ci) SECTION SCALE: 3/4" = 1' -0" AuBEARING 12' -8" AFF STANDARD MODULAR BRICK VENEER BRICK ROWLOCK -SEE ELEVATION BRICK BEYOND -SEE ELEVATION BRICK ROWLOCK -SEE ELEVATION 0000 SEE EXTERIOR ELEVATIONS FOR EXTENT OF STONE VENEER SEE STRUCTUR 000 C r••.X.:r INSULATED ROOF PANEL - VENTED ROOF PROVIDE BLOCKING AS REQ'D MAINTAIN AIR CAVITY FREE OF MORTAR DROPPINGS, TYP. GLAZED MASONRY SECTION CD SCALE: 3/4" = 1' -0" SECTION /DETAIL KEYED NOTES O COMPACTED GRANULAR FILL O FOUNDATION FOOTING (SEE STRUCTURAL) O FOUNDATION WALL (SEE STRUCTURAL) O PERFORATED DRAINAGE TILE ® GRANULAR FILL ® EXPANSION JOINT MATERIAL O 15 MIL VAPOR BARRIER ® 2" FOUNDATION INSULATION GLAZED 8 INCH MASONRY (CMU), SEE SPECS. 10 VAPOR BARRIER 11 1 1/2" RIGID INSULATION 12 BRICK VENEER - STANDARD SIZE (SEE ELEVATIONS) ® CAST IN PLACE CONCRETE WALL 14 SCRATCH COAT OVER WEATHER RESISTANT BARRIER (PER MANUF. REQ'D) 15 THIN STONE VENEER 16 INSULATED ROOF PANEL (VENTED) 17 ROOF 2 "X4" SLEEPER 18 TREATED 2X BLOCKING 19 PREFINISHED METAL CAP FLASHING 20 PREFINISHED METAL FLASHING WITH HEMMED DRIP O INSULATED EXTERIOR HOLLOW METAL DOOR 0 PLYWOOD SHEATHING 23 FELT PAPER 24 ASPHALT SHINGLES 25 WOOD FRAMING, SEE STRUCTURAL. (;;) CONCRETE SLAB - STAINED (SEE STRUCTURAL & FINISH CV SCHEDULE) 27 STEEL LINTEL (SEE STRUCTURAL) 28 CONTINUOUS SEALANT AND BACKER ROD ALL SIDES (TYP) W 0 Z 0 47 W J 2 DRAWN BY: APPROVED BY: 04 -05 -2013 ISSUE DATE: Z nC 0 — t� 0 0 W 5TH AND BLUFF PUBLIC RESTROOMS DUBUQUE, IOWA SHEET NO. A3.1 OF FILE NAME G09613.10 THRU -WALL FLASHING SS DRIP EDGE LINTEL -SEE STRUCT. DWGS. GLASS BLOCK PROVIDE REINFORCEMENT PER MANUF. REQUIREMENTS BRACKETS PER MANUF. REQUIREMENTS MTL SILL TRIM & SEALANT CAST STONE SILL -COLOR AS SELECTED BY ARCHITECT DRIP EDGE CAST STONE -COLOR AS SELECTED BY ARCHITECT WDW OPENING (5) SCALE: 1 1/2" = 1' -0" EXTERIO CONT. BEAD OF SEALANT AND JOINT FILLER ON BOTH SIDES OF DOOR HOLLOW METAL FRAME -GROUT SOLID DOOR HEAD SCALE: 1 1/2" = 1' -0" BRICK VENEER RIGID INSUL CONT. BEAD OF SEALANT AND JOINT FILLER ON BOTH SIDES OF DOOR HOLLOW METAL FRAME -GROUT SOLID DOOR GROUT SOLID GLAZED MASONRY C8 EXTERIOR DOOR JAMB SCALE: 1 1/2" = 1' -0" STAIR RAILING & GUARD STEEL W/ BLACK POWDER COAT SEE CIVIL & STRUCT. DWGS. FOR CONCRETE STAIR 1' 10" VERIFY VERIFY STANDING SEAM MTL ROOFING OVER MTL DECK -SEE STRUCT. DWGS. -TYP. MTL SILL TRIM & SEALANT CAST STONE SILL -COLOR AS SELECTED BY ARCHITECT SS DRIP EDGE METAL CANOPY "a_IIIIra STRUCTURAL FRAMING -SEE STRUCT. DWGS. TS COLUMN -PAINT -SEE STRUCT. DWGS. TS COLUMN - PAINT, COLOR SELECTED BY ARCHITECT -SEE STRUCT. DWGS. STEEL FRAMING -SEE STRUCT. DWGS. PROVIDE COMPATIBLE SEALANT AT CAST STONE AND METAL FRAMING -COLOR TO MATCH CAST STONE, AS SELECTED BY ARCHITECT 0 CANOPY DETAIL 1Yz" // / T/ RAIL 3' -6" AFF 1)" DECORATIVE RAIL -STEEL W/ BLACK POWDER COAT DECORATIVE HANDRAIL -STEEL W/ BLACK POWDER COAT SLOPE A y 4 a HANDRAIL AT SIDEWALK SCALE: 1 1/2" = 1' -0" Q4 HORIZONTAL MASONRY REINFORCING AT 16 "O.C. 0000 MORTAR NET FLASHING, TYP. WEEPS AT 2' -0" O.C. 1/2" JOINT FILLER SCALE: 1 1/2" = 1' -0" GLAZED MASONRY 0 000000 12 ohBEARING 12-8" AFF SEE STRUCT. DWGS. METAL CANOPY WHERE OCCURS T/ SILL 8' -8" AFF COVED BASE, PER SCHEDULE GO STAIR SECTION SCALE: 3/4" = 1' -0" ® DETAIL SCALE: 1 1/2" = 1' -0" n 5 t 3' 0" MANUF. THRESHOLD PLATE AS SPEC'D, SEAL ALL JOINTS, (MAX. 1/2" RISE) EXPANSION JOINT FILLER, TYP. SLOPE SEE STRUC INSULATED ROOF PANEL - VENTED ROOF PROVIDE BLOCKING AS REQ'D GLASS BLOCK GLAZED MASONRY DOOR COVE BASE 0 0 SECTION 2 SCALE: 3/4" = 1' -0" 2" RIGID PERIMETER INSULATION SHALL EXTEND UNDER SLAB HORIZONTALLY SECTION /DETAIL KEYED NOTES O COMPACTED GRANULAR FILL O FOUNDATION FOOTING (SEE STRUCTURAL) O FOUNDATION WALL (SEE STRUCTURAL) O4 PERFORATED DRAINAGE TILE 0 GRANULAR FILL ® EXPANSION JOINT MATERIAL O 15 MIL VAPOR BARRIER 08 2" FOUNDATION INSULATION O GLAZED 8 INCH MASONRY (CMU), SEE SPECS. 10 VAPOR BARRIER 11 1 1/2" RIGID INSULATION 12 BRICK VENEER - STANDARD SIZE (SEE ELEVATIONS) 13 CAST IN PLACE CONCRETE WALL 14 SCRATCH COAT OVER WEATHER RESISTANT BARRIER (PER MANUF. REQ'D) 15 THIN STONE VENEER 16 INSULATED ROOF PANEL (VENTED) 17 ROOF 2 "X4" SLEEPER 18 TREATED 2X BLOCKING 1 g PREFINISHED METAL CAP FLASHING E0 PREFINISHED METAL FLASHING WITH HEMMED DRIP P1 INSULATED EXTERIOR HOLLOW METAL DOOR 22 PLYWOOD SHEATHING E3 FELT PAPER 24 ASPHALT SHINGLES 25 WOOD FRAMING, SEE STRUCTURAL. 26 CONCRETE SLAB - STAINED (SEE STRUCTURAL & FINISH SCHEDULE) 27 STEEL LINTEL (SEE STRUCTURAL) 28 CONTINUOUS SEALANT AND BACKER ROD ALL SIDES (TYP) W H 0 Z 0 0_7 W cc J 2 DRAWN BY: APPROVED BY: 04 -05 -2013 ISSUE DATE: Z C- E° N W 0 SECTION & DETAILS 5TH AND BLUFF PUBLIC RESTROOMS DUBUQUE, IOWA SHEET NO. A5.1 OF - FILE NAME G09613.10 LIGHT FIXTURE SEE ELEC. DWGS. GLAZED MASONRY PARTIAL HEIGHT - SEE SHEET A1.1 PARTITION TYPES BULLNOSE CORNE AT EXPOSED END i WALL * SEE FLOOR PLAN FOR DIMENSIONS r` FRAMELESS MIRROR: 2-0" X 3' -8" SOAP HAND DRYER ADA PROTECTIVE APRON AND PANEL COVE BASE C1�WOMENS 101 ELEVATION (MENS -OPP HAND SIM) /SCALE: 1/4" = 1' -0" 10' 0" VERIFY - M.O. FIN FLR (B1 ) GLASS BLOCK - PATTERN AS SELECTED BY ARCHITECT TO MAINTAIN HISTORICAL CHARACTER. 11-11-11 —1 ROOM # ROOM NAME FLOOR NORTH EAST SOUTH WEST CEILING -- MATERIAL FINISH BASE MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH _' ■ ■ ■■ PALL OR RS OF ■ ■ ■_ ■ ■ ■■ ■ ■ ■ ■= CB GM F GM F GM F GM F OPEN ■ ■ ■ ■t1 CS ■ ■■ GM r�-M— GM F ar F . I = OPEN -7a NOTE 1, 2 MO1 mil —■ %■ - - PEzerm - ■ n rr= 3' 0" EA ■ ■ m■ MENS TOILET ■■ 1' -o" ■ ■■ / TOP OF ACCENT v 1!1, ■Ir F MUMPS F GM F NI OPEN kvasi NOTE 1, 2 =mono a G. G.. IaLw > ■■ ■■ N ■ ■ ■ ■■ ■ ■E■r of *1' -6" FINISH SCHEDULE 9 * SEE FLOOR PLAN FOR DIMENSIONS r` FRAMELESS MIRROR: 2-0" X 3' -8" SOAP HAND DRYER ADA PROTECTIVE APRON AND PANEL COVE BASE C1�WOMENS 101 ELEVATION (MENS -OPP HAND SIM) /SCALE: 1/4" = 1' -0" 10' 0" VERIFY - M.O. FIN FLR (B1 ) GLASS BLOCK - PATTERN AS SELECTED BY ARCHITECT TO MAINTAIN HISTORICAL CHARACTER. 11-11-11 —1 14' 8" C 2FAMILY 102 ELEVATION /SCALE: 1/4" = 1' -0" LLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLL CWINDOW TYPES 3 JSCALE: 1/4" = 1' -0" ■ ■ ■■ ■■■■■_ nnn ■■■■■■■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■■ ACCENT BAND ■■■■■■1 -COLOR TO BE SELECTED ■ ■ ■ ■ ■ ■■ BY ARCHITECT nnnI ■■ ■n■■ ■■■II ■ ■■ ■■fl_ _s ■ ■ ■ ■M1_■ �- ==1 =M--a1 U U N ? ■■■ 20 ■■■ ■■■■■ .i O F nv' EXTEND MASONRY WALL TO STRUCTURE -SEE STRUCT. DWGS. SEE FLOOR PLANS FOR WALL TYPES CHANGING TABLE ROOM FINISH SCHEDULE ROOM # ROOM NAME FLOOR NORTH EAST SOUTH WEST CEILING REMARKS MATERIAL FINISH BASE MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH ADMINISTRATION ADDITION 101 WOMENS TOILET CONC CS CB GM F GM F GM F GM F OPEN NOTE 1, 2 102 FAMILY TOILET CONC CS CB GM F GM F GM F GM F OPEN NOTE 1, 2 MO1 MAINTENANCE CONC SC - - - - - OPEN NOTE1,2 103 MENS TOILET CONC CS CB / TOP OF ACCENT v / 5' — 3'0 "m, F GM F GM F OPEN NOTE 1, 2 a G. G.. FINISH SCHEDULE 9 _ CONCRETE INTEGRAL STAIN -COLOR TO BE SELECTED BY ARCHITECT FROM MANUF.. 1. STANDARD COLORS. PROVIDE SAMPLES OF CONCRETE STAIN FOR APPROVAL. CSCALE: 1/4" = 1' -0" 2. CEILING, OPEN TO STRUCTURE. PAINT STRUCTURE WHITE ON INTERIOR SIDE (2 COATS MIN) SEMI - GLOSS. PROTECT ADJACENT MATERIAL PRIOR TO AND DURING PAINTING APPLICAITON. CLEAN ALL SURFACES. CONTRACTOR TO PATCH AND REPAIR SURFACES DAMAGED DURING CONSTRUCTION. NI A *1' -6 "f X 14' 8" C 2FAMILY 102 ELEVATION /SCALE: 1/4" = 1' -0" LLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLL CWINDOW TYPES 3 JSCALE: 1/4" = 1' -0" ■ ■ ■■ ■■■■■_ nnn ■■■■■■■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■■ ACCENT BAND ■■■■■■1 -COLOR TO BE SELECTED ■ ■ ■ ■ ■ ■■ BY ARCHITECT nnnI ■■ ■n■■ ■■■II ■ ■■ ■■fl_ _s ■ ■ ■ ■M1_■ �- ==1 =M--a1 U U N ? ■■■ 20 ■■■ ■■■■■ .i O F nv' EXTEND MASONRY WALL TO STRUCTURE -SEE STRUCT. DWGS. SEE FLOOR PLANS FOR WALL TYPES CHANGING TABLE ROOM FINISH SCHEDULE ROOM # ROOM NAME FLOOR NORTH EAST SOUTH WEST CEILING REMARKS MATERIAL FINISH BASE MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH ADMINISTRATION ADDITION 101 WOMENS TOILET CONC CS CB GM F GM F GM F GM F OPEN NOTE 1, 2 102 FAMILY TOILET CONC CS CB GM F GM F GM F GM F OPEN NOTE 1, 2 MO1 MAINTENANCE CONC SC - - - - - OPEN NOTE1,2 103 MENS TOILET CONC CS CB GM F GM F GM F GM F OPEN NOTE 1, 2 FINISH SCHEDULE NOTES: CONCRETE INTEGRAL STAIN -COLOR TO BE SELECTED BY ARCHITECT FROM MANUF.. 1. STANDARD COLORS. PROVIDE SAMPLES OF CONCRETE STAIN FOR APPROVAL. CSCALE: 1/4" = 1' -0" 2. CEILING, OPEN TO STRUCTURE. PAINT STRUCTURE WHITE ON INTERIOR SIDE (2 COATS MIN) SEMI - GLOSS. PROTECT ADJACENT MATERIAL PRIOR TO AND DURING PAINTING APPLICAITON. CLEAN ALL SURFACES. CONTRACTOR TO PATCH AND REPAIR SURFACES DAMAGED DURING CONSTRUCTION. ABBREVIATIONS ACP ALUM ANOD BBT CB CONC CS CT EPT EX/EXIST F FF GM HM MRGB MT SP PT RB SC SCW SDT ST STRUC TG IG -2 S -2 ACOUSTICAL CEILING PANEL ALUMINUM ANODIZED BIOBASED TILE COVE BASE (GLAZED MASONRY) CONCRETE CONCRETE INTERGRAL STAIN CERAMIC TILE EPDXY PAINT EXISTING FACTORY FINISH FINISHED FLOOR GLAZED MASONRY HOLLOW METAL MOISTURE RESISTANT GYPSUM BOARD MOSAIC TILE SPECIALTY PANEL (SEE RCP) PAINT RUBBER BASE SEALED CONCRETE SOLID CORE WOOD STATIC DISSIPATIVE TILE WOOD STAIN STRUCTURE TEMPERED GLASS (IG -1) SEALED INSULATING GLASS UNIT - ANNEALED FIRE RATED (INTERIOR) w 0 z 0 W O z J 2 DRAWN BY: APPROVED BY: 04/05/2013 ISSUE DATE: Z Co 0- E N W INTERIOR ELEVATIONS & CASEWORK SECTIONS cn 0 0 cc Q cn cc Lu O m W LI- re 3 D m M D 0 z 2 H SHEET NO. A6.1 OF FILE NAME G09613.10 ROOF UNE ABOVE r PLUMBING CWIQE SAN WC CO 0 LAV 4' SAN LA 4' SAN CD FCO 0 0 2'FD TOILE11 AM 1 101 I 2'FD 0 / FAMILY T01 LET 12• TALL 4" STANDPIPE COORDINATE LOCA L 2• tW UP I.E.■ 5' 8' 7 TOIILETAM 1 103 I 4' SAN REFER TO CIVIL PLANS FOR CONTINUATION. (TYP.) i ROUTE 3/4" CW TO OF -1- REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION. J 1- L ROOF UNE ABOVE J UNDERFLOOR PLAN - PLUMBING SCALE: 1/4 " =1' -0" REFER TO 5/143.0 FOR INUNE EXHAUST FAN. r L_ PWMBING CHASE 11 10x10 EA to =_,1 843 EA WOMIDIS TOILET NM 2x12 EA FLEXIBLE CONNECT! 12x12 GA TOILET NM \ 1 8x8/'000 0 1 -EA REFER TO ARCHITECTURAL PLANS FOR EXACT ELEVATION. J 0 F L FLOOR PLAN - MECHANICAL SCALE: 1/4 " =1' -0" 0 0 r ROOF LIPE ABOVE PLUMBING CHASE W1-1 REFER TO 3/143.0 FOR NH DETAIL (TYP.) Y CW-1 m3' V 0 0 0 1' CW PROVIDE 1/ TAP %ITH 1HREADED CONNECTION FOR COMPRESSED AIR WINTERIZATION BLOW DOWN MATH NORMALLY CLOSED SHUTOFF VALVE AND CAP BEFORE CW PIPING PENETRATES FLOOR. 0 OD r VOMENB TOILET LET P 101 I FAMILY / 1102 HM P.RONDE SHUTOFF VALVE AFTER BFP. L r 0 4' STANDPIPE 12' TALL UNDER BFP REFER TO 2/143.0 FOR DOMES11C WA1EI - ENTRACE DETAIL MENB TOILET PAM 0 J 1- L FLOOR PLAN - PLUMBING SCALE: 1/4" =1' -0" MECHANICAL SYMBOLS LIST SYMBOL: DESCRIPTION: NEW NEW DUCT � 11111 FABRIC DUCT CONNECTION MANUAL VOLUME DAMPER 0 — CW — HW — SAN— V �FD 1— AFF DF FCO FD FFE HB I.E LAV MB OA VTR WC YCO MOTOR OPERATED DAMPER THERMOSTAT/SENSOR COLD WATER - POTABLE HOT WATER - POTABLE SANITARY DRAINAGE VENT PIPE DOWN PIPE UP OR UP/DONN PIPE SERVING FIXTURE ON FLOOR ABOVE (EXAMPLE: FD - FLOOR DRAIN) PITCH PIPE IN DIRECTION DIRECTION OF FLOW IN PIPE UNION/FLANGE SHUTOFF VALVE NORMALLY OPEN SHUTOFF VALVE NORMALLY CLOSED 'WYE' — STRAINER REDUCER - REFERENCE CONCENTRIC/ECCENTRIC SPECFlCATION FOR AND FOT/FOB METER PRESSURE GAUGE (FURNISHED WITH BALL VALVE) ABOVE FINISHED FLOOR DRINKING FOUNTAIN FLOOR CLEANOUT FLOOR DRAIN FINISHED FLOOR ELEVATION HOSE BIBB INVERT ELEVATION (FOR REFERENCE ONLY) LAVATORY MOP BASIN OUTSIDE AIR VENT THROUGH ROOF WATER CLOSET WATER HEATER YARD C EANOUT -_J GENERAL SHEET NOTES 1. FFE ■O'-O'. 2. REFER TO M5.0 FOR PWMBING FIXTURE ROUGH -IN SCHEDULE 3. REFER TO M3.O FOR PIPE THROUGH NON -FIRE RATED DETAILS. 4. REFER 10 M3.0 FOR CONTROL DIAGRAMS. 5. PROVIDE SHUTOFF VALVE IN CW UNE 10 EACH PWMBING FIXTURE AT 5' -O' AFF OR LOWER 11I1HIN PLUMBING CHASE AND AS CLOSE TO THE SOU1H WALL AS POSSIBLE TO MAINTAIN WALKWAY IN PLUMBING CHASE 8. ALL RUN OUT DUCTWORK TO GRILLES SHALL BE SAME AS INLET SIZE UNLESS NOTED OTHERWISE KEYNOTES CD 1. 1 1/T V UP. 2. 2'VUP. a 3'vUP. 4. MOUNT UH ON WAIL OR FROM S1RUCTURE AS HIGH AS POSSIBLE DIRECT UH AS SHOWN ON PLANS 5. INSTALL EG AS HIGH AS POSSIBLE IN WALL. 8. INSTALL ALL DUCTWORK AS HIGH AS POSSIBLE COORDINATE EXACT MOUNTING HEIGHT OF LOUVER WITH THE ARCHITECTURAL PLANS. 7. INSTALL ALL PLUMBING PIPING MAINS ABOVE TOUT ROOMS AS HIGH AS POSSIBLE INSTALL ALL ABOVE GROUND SANITARY PIPING WITHIN THE PLUMBING CHASE AS CLOSE TO 1HE SOUTH WALL CF 1HE PLUMBING CHASE AS POSSIBLE TO MAINTAIN WALKWAY IN PLUMBING CHAS:. 8. INSTALL FRENCH DRAIN UNDER DF-1, ROUTE ALL DF -1 DRAINS TO THE FRENCH DRAIN. REFER TO 1/M3.0 FOR FRENCH DRAIN DETAIL TO ARCHITECTURAL PLANS FOR EXACT DF LOCATION. N 10 11.<11i M N. m N M O W to O ZOQwN W Jlai p �Ze U 6 C' Q Z r p' Kowa w N- m y W o °W Z Z Y U' w W , W P)UBj 30 wee NOO 3a yw OU t4KM 3C_ a' YKZ F $ W R W 6 w'S ° °w� $ aL E B O Id O K W w 5 0 ¢oz° °¢az p Waao 1. itw O W : U ¢zEum ° ` X O z Z wee O_ w3 w w0 z C1 =fl U' O W O J 3W3 W Q W ] 0 -, 1 0- Y 12 O 0% N 0H -4 WJ W> zW L7z za WD ©© TIRJ \ORT z 0 LU XL O z DRAWN BY: APPROVED BY: 04 -05 -2013 ISSUE DATE: Z Co o 0- FLOOR PLANS - MECHANICAL 5TH AND BLUFF PUBLIC RESTROOMS DUBUQUE, IOWA SHEET NO M1.1 FILE NAME G09613.10 NEW RESTROOM BUILDING ELECTRODE GROUND SYSTEM. INSTALL (2) 10' RODS VERTICALLY 20' TOTAL IF SOL CONDITIONS -DO NOT PERMIT. FIELD DETERMINE ALTERNATE GROUNDING LOCATION WITH EXIS11NG STE CONDITIONS. REFER TO 4/E5.0 FOR GROUND SYSTEM DETAIL \ \ .) \ \ , 3 \ �� 0 Re RR/ - .® --4\s" I - � 0 % � 0 b-c%st-c't EXISTING UTILITY COMPANY POWER \ POLE KEYNOTES GO GENERAL DRAWING NOTES 1. NEW UTLTY COMPANY SECONDARY SERVICE DROP CONDUCTORS ROUTED DOWN EXISTING UTUTY COMPANY SERVICE POLE IN CONDUIT PER UTLTY COMPANY REQUIREMENTS. NEW SERVICE CONDUCTORS TO BE ROUTED TO METER PEDESTAL BASE ON EAST WALL OF BUILDING. FIELD COORDINATE ROUTING OF CONDUIT(S) WITH EXIS11NG CONCRETE BARRIER WALL AND ANY TRADES WITHIN THE AREA. COORDINATE 1HE EXACT LOCATION OF METER PEDESTAL BASE ON EAST WALL OF BUILDING NTH U11UTY COMPANY PRIOR TO CONSTRUCTION FOR APPROVAL 2. NEW WALL MOUNTED METER BASE PEDESTAL INSTALLED PER UnUTY COMPANY REQUIREMENTS. THE U11UTY COMPANY SHALL TERMINATE SERVICE DROP CONDUCTORS TD METER. THE EC. SHALL ROUTE POWER CONDUCTORS AND GROUNDING ELECTRODE CONDUCTOR IN PVC CONDUIT(S) FROM METER BASE THROUGH 1HE BUILDING FOUNDATION WALL TD BE RUN UNDERGROUND TO BOTTOM FEED PANEL 'P1. REFER TO 3/E1.1 FOR PANEL 'P1' LOCATION. 3. NEW ELECTRICAL SERVICE CONDUCTORS AND GROUND ELECTRODE CONDUCTOR ROUTED IN SCHEDULE 40 PVC CONDUIT (5) UNDERGROUND FROM EXTERIOR METER BASE PEDESTAL TO PANEL 1P1' LOCATION. REFER TO 1/E&0 FOR ADDITIONAL INPDRMATKIN. 4. 1HE EC. SHAD. ROUTE A DEDICATED 120VAC CIRCUIT 1P1 -34' UNDERGROUND IN SCHEDULE 40 PVC CONDUIT FROM PANEL 'P1' LOCATED IN RESTROOM BUILDING MAINTENANCE ROOM (IA01) TO THE CODE BLUE EMERGENCY PHONE LOCATION. THE CONDUIT SHALL BE ROUTED A MINIMUM OF 18' BELOW GRADE. COORDINATE ROUTING CF UNDERGROUND CONDUIT WITH EXISTING SITE CONSTRUCTION AND ANY TRADES IN 1HE GENERAL AREA. ROUTE CONDUIT IN ANY COMMON TRENCHING REQUIRED BY MECHANICAL TRADES TO MINIMIZE DISTURBING EXISTING STE GRADING REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL STE INFORMATION. 5. THE E.C. SHALL ROUTE (1) 3/4" SPARE UNDERGROUND SCHEDULE 40 PVC CONDUIT FROM MAINTENANCE ROOM (M01) TO 1HE CODE BLUE EMERGENCY PHONE LOCATION FOR TELEPHONE/DATA WIRING REQUIREMENTS COORDINATE THE CONDUIT STUB UP LOCATION WITHIN THE MAINTENANCE ROOM WITH 1HE TELEPHONE/DATA SYSTEM PROVIDER. 1HE CONDUIT SHALL BE ROUTED A MINIMUM OF 18' BELOW GRADE. COORDINATE ROUTING OF UNDERGROUND CONDUIT W11H EXISTING 91E CONSTRUCTION AND ANY TRADES IN 1HE GENERAL AREA. ROUTE CONDUIT IN ANY COMMON TRENCHING REQUIRED BY MECHANICAL TRADES TO MINIMIZE DISTURBING EXISTING SITE GRADING. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL STE INFORMATION. 1. REFER TO E0.0 FOR ELECTRICAL COVERSHEET. 2. REFER TO ESA FOR ELECTRICAL DETAILS. 3. REFER TO E5.1 FOR ELECTRICAL SCHEDULES 4. 1HE EC. SHALL COORDINATE ALL STE ELECTRICAL U11UTY SERVICE REQUIREMENTS YNTH UnuTY COMPANY PRIOR TO INSTALLATION. REFER TO U11UTY COMPANY ELECTRIC SERVICE RULES DOCUMENTATION FOR ALL ADDITIONAL INFORMATION. 5. 1HE EC. SHALL COORDINATE WITH 1HE OWNERS PREFERRED SECURITY. TELEPHONE. AND DATA CONTRACTOR(S) ANY AND ALL ADDITIONAL ELECTRICAL INSTALLATION REQUIREMENTS AND MATERIALS NOT INDICATED ON THE ELECTRICAL DRAWINGS PRIOR TO CONSTRUCTION. 1HE EC. SHALL COORDINATE 1HE DI1SON OF THE SCOPE OF WORK BETWEEN THEMSELVES AND 1HE SECURITY. TELEPHONE. AND DATA CONTRACTOR(S) AS REQUIRED FOR THE COMPLETE INSTALLATION OF THE ADDITIONAL SYSTEMS REQUIRED TO BE INSTALLED AS PART THIS BUILDING CONSTRUCTION. M 0I Z_Z WJ W> z [7 Z z0 w ©© W Q TRJ \ORT z 0 (7 Er z WZ Q CC W ❑ J DRAWN BY: APPROVED BY: 04 -05 -2013 ISSUE DATE: SITE PLAN - ELECTRICAL 5TH AND BLUFF PUBLIC RESTROOMS DUBUQUE, IOWA SHEET NO E1.0 FILE NAME G09613.10 SURFACE/WALL MOUNT ADJUSTABLE PHOTTOOCCEEU TO NORTHWEST SIDE OF ROOF SOFFIT ADJUST TO FACE NORTH. FIELD DETERMINED EXACT LOCATION TO HAVE OPTIMAL ACCESS TO DAY UGHTNG WITHOUT INTERFERENCE FROM BUILDING EXTERIOR UGHIING FIXTURES. WALL MOUNT WEST SIDE 'FS FIXTURES AT APPROXIMATELY 12' -0' A.F.G. REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION (TYP. FOR 2) ROOF UNE ABOVE WALL MOUNT 'F4' FIXTURES AS HIGH AS POSSIBLE. JUST BELOW ROOF SOFFIT OR CANOPY STRUCTURE TO CONCEAL FIXTURE AS MUCH AS POSSIBLE (TYP. FOR ALL F4 FIXTURES) 0 F4 WOMENE TOILETM 1 101 I COD FAMILY / TOIIETM F4 F4 MENS TOILETM 1 03 I 7 OC P1 -1 1 F5 F3 F3 0 0 WALL MOUNT EAST SIDE 'F3' FIXTURES AT APPROXIMATELY 14' -0' A.F.G. REFER TO ARCHITECTURAL PLANS FOR ADDI1IONAL INFORMATION (TYP. FOR 2) 0 0 / F4 i F5 1t 0 P 1 2 P 1 4 P 1 6 P1 -7 L THE E.C. SHALL PROVIDE AND INSTALL (3) ELECTRICAL ROUGH —INS FOR FUTURE RECEPTACLES ON THE NORTH SIDE OF THE BUILDING. FOR EARN ROUGH —IN. THE EC. SHALL PROVIDE A RECESSED CAST FS BOX WITH STAINLESS STEEL WEATHERPROOF BLANK COVERPLATE. ROUTE AN EMPTY 3/4' CONDUIT FROM FUTURE DEVICE ROUGH —IN LOCATION BASIC TO PANEL 'P1'. PROVIDE EMPTY CONDUIT NTH NYLON PULL STRING FOR FUTURE WIRING REQUIREMENTS. COORDINATE EXACT LOCATION OF EACH ROUGH —IN NTH OVER PRIOR TO INSTALLATION. ROOF UNE ABOVE PWMBING CHASE FLOOR PLAN - LIGHTING SCALE: 1/4 " =1' -0" 1 i J 0 CAMERA WOOERS PM 1 TOILET 101 1 / 101 FAMILY 1 TOILET 102 1 P1 -11 HAND DRYER P1 -5 7 / 1 0 F L FLOOR PLAN - POWER SCALE: 1/4 " =1' -0" 1 J 0 ROOF UNE ABOVE r PWMBING CHASE 11H -1 NH-21 FAMILY TOILET RN 0z I DS-30 1:18 P1 -17 611-1 0 P1 -23 MAIM" I MO1 I UH -1 P1 -33 MENS TOILET RN 1 031 2 1 0 0 GENERAL DRAWING NOTES REFER TO E0.0 FOR ELECTRICAL COWRSHEET. REFER TO E5.0 FOR ELECTRICAL DETAILS. 3. REFER TO E5.1 FOR ELECTRICAL S HEDULES. 4. THE EC. SHALL COORDINATE NTH THE OWNERS PREFERRED SECURITY. TELEPHONE. AND DATA CONTRACTOR(S) ANY AND ALL ADDITIONAL ELECTRICAL INSTALLATION REQUIREMENTS AND MATERIALS NOT INDICATED ON THE ELECTRICAL DRAWINGS PRIOR TO CONSTRUCTON. THE EC. SHALL COORDINATE THE DIVISION OF THE SCOPE OF WORK BETWEEN THEMSELVES AND THE SECURITY. TELEPHONE. AND DATA CONTRACTOR(S) AS REQUIRED FOR THE CGAPLETE INSTALLATION OF THE ADDITIONAL SYSTEMS REQUIRED TO BE INSTALLED AS PART THIS BUILDING CONSTRUCTION. W J li p K � O 4 Z V� Y o Z _ WO g3 Z °< 0a La e Q Z r p U6G ' K o O �Joo 3r zz L v OZ Z N- N y W o W W I W H)UGj ¢wg'z oN Ntt On O 3a ¢ }; ;, OW Z U N M O y 0 dr O m B EL)E° OF ▪ \<• Q Z NH z wZ a M 5 G o¢oza 7 w0 a c6w o S w � � O U 11+1 CCZEUp cc 3 w wcr n Q w 0 3<a Y 12 O 06 N 0H ZZ WJ W> zW C7 z zo wu KEYNOTES m CONNECT EXHAUST FAN 'EF -1' —'TO INTERIOR UGHTNG CIRCUIT P1 -1 NTH 2/12 & 1,12 GND IN 3/4' C. REFER TO 5/E5.0 0 FOR EXHAUST FAN CONTROL DIAGRAM. L FLOOR PLAN - MECHANICAL POWER SCALE: 1/4 " =1' -0" 1 i J THE EC. SHALL FIELD ROUTE AND INSTALL AN EMPTY 1/2" CONDUIT FROM THE RESTROOM MAINTENANCE ROOM CAMERA EQUIPMENT PROVIDED BY THE SECURITY CONTRACTOR TO A 2 —GANG B ASICBOX AT THIS APPROXIMATE LOCATION. COORDINATE MOUNTING HEIGHT AND EXACT LOCATION WITH SECURITY SYSTEM CONTRACTOR PRIOR TO INSTALLATION. SECURITY SYSTEM CONTRACTOR TO INSTALL CAMERA AND WIRING REQUIRED FOR THE CAMERA EQUIPMENT. 2. SECURITY CAMERA EQUIPMENT PROVIDED AND INSTALLED BY SECURITY SYSTEM CONTRACTOR. 120 VAC POWER WIRING B Y EC. COORDINATE ANY ADDITIONAL INSTALLATION REQUIREMENTS REQUIRED B Y THE ELECTRICAL CONTRACTOR NTH THE OWNER AND SECURITY SYSTEM CONTRACTOR PRIOR TO CONSTRUCTION. 3. THE ELECTRICAL CONTRACTOR SHALL COORDINATE INSTALLATION CF THE MAINTENANCE ROOM (1101) DOOR SECURITY SYSTEM WITH THE SECURITY SYSTEM CONTRACTOR PRIOR TO CONSTRUCTION. COORDINATE THE DIVISION OF SCOPE OF WORK AND MATERIALS REQUIRED TO BE PROVIDED AND INSTALLED BY EITHER THE ELECTRICAL CONTRACTOR OR THE SECURITY SYSTEM CONTRACTOR. 4 WALL MOUNT 75' SPOT FIXTURES TO EXTERIOR OF ROOF SOFFIT STRUCTURE. FIELD AIM SPOT UGHTS ONCE INSTALLED TO ILLUMINATE NORTH AND SOUTH FACES OF RES1ROOM SGN. REFER TO ARR HITECTURAL DRAWINGS FOR ADDITONAL INFORMATION. 5. WALL MOUNT ROOM OCCUPANCY SENSOR AT LEVEL JUST ABOVE GLASS WINDOWS OR APPROXIMATELY +11' -0' A.F.F. FIELD AIM DEVICE PER MANUFACTURERS RECOMMENDATIONS FOR BEST SENSOR COVERAGE TI\J ORT z (7 W WZ • Q CC Q W ❑ J DRAWN BY: APPROVED BY: 04 -05 -2013 ISSUE DATE: Z nC W - E N W 0 FLOOR PLANS - ELECTRICAL 5TH AND BLUFF PUBLIC RESTROOMS DUBUQUE, IOWA SHEET NO. E1.1 FILE NAME G09613.10 MINIMUM #2 AWG GROUNDING ELECTRODE CONDUCTOR IN 3/4' UNDERGROUND SCHEDULE 40 PVC CONDUIT. 3/4'r x 1O' -O' COPPER GROUND ROD. TOP CF ROD SHALL BE 12" BELOW GRADE (TYP,) UTIUTY PRIMARY SERVICE POLE MOUNT U11UTY TRANSFORMER BY UTIUTY COMPANY, PER UTIUTY COMPANY REQUIREMENTS 3113501CCMIL & 114 GND IN 2 1/2" UNDERGROUND SCHEDULE 80 PVC CONDUIT. C.T. COMPARTMENT AND METERING MOUNTED TO EXTERIOR OF RES1ROOM BUILDING PER U11UTT COMPANY REQUIREMENTS COORDINATE EXACT LOCATION W11H UIIUTY COMPANY. 3/350KCMIL & 1/4 GND IN 2 1/2" UNDERGROUND SCHEDULE 80 PVC CONDUIT. ONE -LINE DIAGRAM NO SCALE 120 VOLT QRCUIT PANEL 'P1' 240/120V, 10, 3W 59.0 KVA 51.9 ESTIMATED DEMAND KVA 1. N P1 -30 PROVIDE THREE POSITION - SELECTOR STITCH INTEGRAL TO CONTACTOR • AUTO OFF • • HAND P1 -32 SPARE -1 F L-11-* EXTERIOR LIGHTING CONTROL DIAGRAM MINIMUM /2 AWG GROUNDING ELECTRODE CONDUCTOR CONNECT TO METAWC WATER MAIN, WITHIN 5' -0' OF WATER SERVICE ENTRANCE PROVIDE JUMPER ACROSS WATER METER LG_ PHOTOCELL ON AND OFF SEE PLANS FOR UGHIING LOADS SERVED NO SCALE K E Y ' 'P 'P TYPE: MOUNTING: FED FROM: SCCR: NOTES: BOLT -ON PANEL NAME: P1 MAIN: VOLTS: PHASE: WIRE: CONNECTED 59.0 KVA 400A BUS WITH 300A MCB K E Y ' 'P 'C SURFACE SOLID NEUTRAL 240/120 POLE MOUNT UTILITY XFMR GROUND BUS 1 10,000 3 CKT NO. LOAD DESCRIPTION WIRE SIZE LOAD KVA BREAKER AMP P BREAKER AMP P LOAD KVA WIRE SIZE LOAD DESCRIPTION CKT NO. 1 INTERIOR LIGHTING. EF -1 12 1.1 20 1 20 1 0.2 12 1 RECEPT. (WEST EXTERIOR) 2 3 6 RECEPT. 12 1.2 20 1 20 1 0.2 12 1 RECEPT. (WEST EXTERIOR) 4 5 2 RECEPT. 12 0.4 20 1 20 1 0.2 12 1 RECEPT. (WEST EXTERIOR) 6 7 1 RECEPT. (WEST EXTERIOR) 12 0.2 20 1 20 1 1.5 12 HAND DRYER 6 9 HAND DRYER 12 1.5 20 1 20 2 3.5 12 WH -1 10 11 HAND DRYER 12 1.5 20 1 -- -- -- - -- 12 13 WH -1 12 3.5 20 2 40 2 7.5 8 WH -2 (CONNECTION -1) 14 15 -- -- - -- -- -- -- -- - -- 16 17 WH -1 12 3.5 20 2 40 2 7.5 8 WH -2 (CONNECTION -2) 18 19 -- -- - -- -- -- -- -- - -- 20 21 SPARE 20 1 20 2 3.6 12 UH -1 22 23 UH -1 12 3.6 20 2 -- -- -- - -- 24 25 -- -- - -- -- 30 2 5.0 10 UH -2 26 27 UH -2 10 5.0 30 2 -- -- -- - -- 28 29 -- -- - -- -- 20 1 SPARE 30 31 20 1 1.0 12 EXTERIOR LIGHTING 32 33 UH -2 10 5.0 30 2 20 1 0.8 12 CODE BLUE EMERGENCY PHONE 34 35 -- -- - -- -- 20 1 1.5 12 MAINT. MO1 SECURITY, SECURITY CAMERA EQUIP. 36 37 SPARE 20 1 SPACE 38 39 SPACE SPACE 40 41 SPACE SPACE 42 KEY: *G=GROUND FAULT INTERRUPT'H =LOCK ON 'C =THRU CONTACTOR 'P= PADLOCK HASP'D =HID LIGHTING PANEL 'P1' PANEL SCHEDULE NO SCALE GROUNDING ELECTRODE CONDUCTOR FROM SYSTEM GROUND CONNEC1i0N OPTION -2 ADGRONAL ISOLATED INTEGRAL SLAVE RELAY SPECIFIED PITH OCC SENSOR FOR INTEGRATED HVAC CONTROLS (TYP. FOR 3) H 20' MINIMUM OPTION-1 EXOTHERMIC C. (TYP. ALL GROUND WIRE CONNECTIONS). BARE COPPER GROUNDING CONDUCTOR. (TYP.) 3 /4'•10' -0' OGPPER OR COPPERCLAD STEEL GROUND ROD. TOP OF GROUND ROD SHALL BE 12" BELOW GRADE. (TYP.) GROUND GRID DETAIL NO SCALE MASSES 1. OPTION -1; THE ELECTRICAL CONTRACTOR SHALL HAVE THE OPTION FOR INSTAUJNG THE RESTRODM BUILDING GROUND SYSTEM RODS ONE OVER THE OTHER VERTICALLY TO EQUAL THE 20' MINIMUM DISTANCE BETWEEN RODS IF EXISTING SITE SOIL CCNDITIONS PERMIT. 2 CIPTION -9; IF EXISTING STE SOIL CONDITIONS WILL NOT PERMIT THE RESTROOM BUILDING GROUNDING RODS TO BE INSTALLED VERTICALLY ONE OVER THE OTHER. THE ELECTRICAL CONTRACTOR HAS THE OPTION TO FIELD DETERMINE AN ALTERNATE LOCATION FOR THE BUILDING GROUND SYSTEM WHERE (2) 10' GROUND RODS CAN BE INSTALLED IN THE GROUND A MINIMUM OF 20' DISTANCE BETWEEN EACH ROD. 120 VOLT CIRCUIT P1 -1 2F2' FIXTURE LED DRIVER IN WOMENS TOILET ROOM 101 i L'F2' FIXTURE LED DRIVER IN FAMILY TOILET ROOM 102 ' POWER RELAY 30 AMP SPST, 1 / MOUNTED IN N.E.M.A. 1 ENCLOSURE ADJACENT TO PANEL 'P1', SQUARE 1 b' 8501 COB VO4, 9991 TYPE UE1. / 0.L'S I EXHAUST FAN ,EF -1, MS-1 MANUAL MOTOR STARTER WITH OVERLOADS )72' FIXTURE LED DRIVER IN MENS TOILET ROOM 103 • EXHAUST FAN CONTROL DIAGRAM NO SCALE DETAIL -S NOTES 1. CONTROL SEQUENCE EXHAUST FAN TO REMAIN OPERATIONAL UNTIL OCCUPANCY SENSOR DETECTS THAT AIL TOILETS ARE UNOCCUPIED. 2. REFER TO UGH11NG PLAN FOR ACTUAL NUMBER OF WHINNIES AND SENSORS. r R H Z O o O Q Q 3 M N. m zNwY N M O Q z z O W J< 00 ZOQWN W Jnu- p �OEzi U 6 QZrp� ZUlzo Qt0 Vik Zr i F N Z U' U'. N - m. W Fo pW Z Z y N O d. W ti W MUa ¢wgwz • N O O 3 K } O U mttn 3a ¢ ;, rc6 d FZWawT� WOO W 'T U 10.25v5 a ,T) E , B O iu O d- W o¢az 7 Waao S w�y"wa I. w O E u U ¢z��F O ` o O zz wires - w3 w wo z�=f< U' O W O J 3W3 VI <W> O 3<a Y 12 O 0 aci- co L7I- ZZ C wJ w> Z m LaZ ZO wu N w TI\J ORT Z 0 w cc O Z DRAWN BY: Z w w J APPROVED BY: 04 -05 -2013 ISSUE DATE: Z Co 0- E 0 ELECTRICAL DETAILS 5TH AND BLUFF PUBLIC RESTROOMS DUBUQUE, IOWA SHEET NO E5.0 FILE NAME G09613.10 PROJECT MANuAL POR: 5TH AND BLUFF STREET PUBLIC RESTROOM PROJECT CITY OP DUBUQUE DusuquE, IOWA APRIL 15, 2013 Bins DUE MAY 9TM, 2013 Ament D E S I G N ,-e • • Lrg • icodnq • SJI ing 625 32d Avenue, SW Cedar Rapids, IA 52404 319-378-1401 309-762 -3617 NO._BID 4.15.13 DOCUMENT 00005 CERTIFICATIONS PAGE Certification of the Architect of Record I hereby certify that the plans, specifications or report was prepared by me or under my direct supervision and responsible charge. I am a duly Registered Architect under the laws of the State of Iowa. Signature: Name: Heather L. Kakert, AIA Date: Reg. No. 6360 Registration Renewal Date: June 30, 2014 Certification of the Engineer of Record I hereby certify these documents were prepared by me, or under my direct personal supervision, and I am a duly licensed Professional Engineer under the laws of the State of Iowa. Brian Perlberg Iowa License No. 17937 My License Renewal Date is December 31, 2013 Date Certification of the Engineer of Record I hereby certify these documents were prepared by me, or under my direct personal supervision, and I am a duly licensed Professional Engineer under the laws of the State of Iowa. Iowa License No. My License Renewal Date is December 31, 2013 Date Certification of the Engineer of Record I hereby certify these documents were prepared by me, or under my direct personal supervision, and I am a duly licensed Professional Engineer under the laws of the State of Iowa. Iowa License No. My License Renewal Date is December 31, 2013 Date Certification of the Engineer of Record I hereby certify these documents were prepared by me, or under my direct personal supervision, and I am a duly licensed Professional Engineer under the laws of the State of Iowa. Mike Dryden Date Iowa License No. 11440 My License Renewal Date is December 31, 2013 END OF DOCUMENT 00005 G09613.10 00005 -1 SECTION 00010 TABLE OF CONTENTS BID TITLE PAGE BID REGISTRATION FORM ADVERTISEMENT FOR BID 00005 CERTIFICATIONS PAGE 00010 TABLE OF CONTENTS 00015 DRAWING LIST 00030 INVITATION TO BID 00210 SUPPLEMENTARY INSTRUCTION TO BIDDERS 00410 BID FORM 00420 SCHEDULE OF PRICES 00430 BID BOND 00500 AGREEMENT 00611 PERFORMANCE BOND 00612 PAYMENT BOND 00700 GENERAL CONDITIONS 00800 SUPPLEMENTARY CONDITIONS DIV 1 01 310 PROJECT MANAGEMENT AND COORDINATION 01 32 12 — Mobilization 01 330 SUBMITTALS 01 40 00 — Quality requirements 01 450 QUALITY CONTROL 01 45 16 — Testing and Quality Control for Site Improvements 01 520 CONSTRUCTION FACILITIES 01 55 26 — Traffic Control 01 610 01 700 01 710 PRODUCT REQUIREMENTS PROJECT CLOSEOUT CLEANING 01 720 PROJECT RECORD DOCUMENTS 01 732 CUTTING AND PATCHING 01 78 00 — Closeout Submittals 01 78 39 — Project Record Documents DIV 2 02 28 70 SITE FURNISHINGS AND EQUIPMENT BENCH TRASH & RECYCLING RECEPTACLE BICYCLE RACK 02 41 00 — Clearing and Demolition DIV 3 03300 CAST IN PLACE CONCRETE, SEE STRUCTURAL DRAWINGS FOR FURTHER SPECIFICATIONS DIV 4 04 2000 UNIT MASONRY, SEE STRUCTURAL DRAWINGS FOR FURTHER SPECIFICATIONS 04 2300 GLASS UNIT MASONRY 04 4301 STONE MASONRY VENEER 04 7200 CAST STONE MASONRY G09613.10 00010 -1 DIV 5 METALS 05 3100 05 5000 05 7000 STEEL DECKING METAL FABRICATIONS DECORATIVE METAL DIV 6 WOOD & PLASTICS 06 1000 061219 SECTION 00010 TABLE OF CONTENTS ROUGH CARPENTRY STRUCTURAL INSULATED PANELS DIV 7 THERMAL & MOISTURE PROTECTION 07 2100 07 2500 07 3113 07 6200 07 9005 THERMAL INSULATION WEATHER BARRIERS ASPHALT SHINGLES SHEET METAL FLASHING & TRIM JOINT SEALERS DIV 8 DOORS & WINDOWS 08 1113 08 7100 08 8300 08 9100 HOLLOW METAL DOORS DOOR HARDWARE MIRRORS LOUVERS DIV 9 FINISHES 09 9000 PAINTING AND COATING DIV 10 SPECIALTIES 101400 SIGNAGE 10 2113.19 PLASTIC TOILET COMPARTMENTS 10 2800 TOILET BATH AND LAUNDRY ACCESSORIES 10 4400 FIRE PROTECTION SPECIALTIES DIV 11 MISCELLANEOUS EQUIPMENT 11 00 00 BLUE LITE EMERGENCY SYSTEM DIV 15 MECHANICAL 15 15010 15140 15260 15290 15410 15430 15440 15450 15835 15870 15890 15936 15952 15990 SPECIFICATIONS —SEE SECTIONS MECHANICAL Basic Mechanical Requirements Supports and Anchors Piping Insulation Ductwork Insulation Plumbing Piping Plumbing Specialties Plumbing Fixtures Plumbing Equipment Terminal Heat Transfer Units Power Ventilators Ductwork Air Inlets and Outlets Controls Testing, Adjusting and Balancing G09613.10 00010 -2 15010 -17 15140 - 09 15260 - 05 15290 - 03 15410 -18 15430 - 03 15440 - 03 15450 - 02 15835 - 02 15870 - 02 15890 - 08 15936 - 03 15952 - 08 15990 - 05 SECTION 00010 TABLE OF CONTENTS 16 ELECTRICAL 16010 Basic Electrical Requirements 16010 - 20 16111 Conduit and Boxes 16111 - 16 16120 Wire And Cable 16120 - 04 16141 Wiring Devices 16141 - 02 16195 Electrical Identification 16195 - 03 16420 Service Entrance 16420 - 01 16440 Disconnect Switches 16440 - 02 16450 Grounding and Bonding 16450 - 05 16470 Panelboards 16470- 03 16485 Contactors 16485 - 02 16510 Lighting 16510 - 03 16570 Lighting Control Systems 16570 - 06 DIV 31 EARTHWORK 31 22 01 — Grading and Excavation for Site Work 31 23 13 — Subgrade and Subbase Preparation 31 25 00 — Erosion and Dust Control DIV 32 EXTERIOR IMPROVEMENTS 32 13 13 — Portland Cement Concrete Pavement DIV 33 UTILITIES 33 05 00 — Trench Excavation and Backfill 33 11 00 — Water Main 33 31 00 — Sanitary Sewer END OF SECTION 00010 G09613.10 00010 -3 Sheet CS 01.1 01.2 S0.0 S1.1 S3.0 S4.0 SECTION 00015 LIST OF DRAWINGS Drawings are bound separately. They consist of the following: Drawings Cover Sheet Overall Site Plan Site Plan General Notes Structural Plans Concrete Details Masonry Details G1.1 General Information Sheet A1.0 Architectural Site Plan A1.1 Floor Plan & Door Schedule A1.2 Upper Floor Plan & Reflected Ceiling Plan A2.1 Exterior Elevations A3.1 Wall Sections & Details A5.1 Details A6.1 Interior Elevations & Finish Schedule M1.1 Floor Plans— Mechanical M3.0 Mechanical Details and Controls M5.0 Mechanical Schedules and Material list E0.0 Electrical Cover sheet E1.0 Electrical Site Plan E1.1 Floor Plans — Electrical E5.0 Electrical Details and Schedules E5.1 General Electrical Equipment Schedule END OF DOCUMENT 00015 G09613.10 00015 -1 SECTION 00030 INVITATION TO BID INVITATION FOR BIDS FOR 5TH AND BLUFF ST. PUBLIC RESTROOM PROJECT DUBUQUE, IOWA April 05, 2013 BIDS DUE: May 09, 2013 at 2:00 p.m., CST. PROJECT: 5TH and Bluff St. Public Restroom OWNER: City of Dubuque 50 West 13th Street Dubuque, IA 52001 ARCHITECT: Ament, Inc. 625 32nd Avenue SW Cedar Rapids, IA 52404 Sealed bids, subject to the conditions contained herein, will be received at the City of Dubuque, Office of City Clerk , 50 West 13th Street, Dubuque, IA 52001, Ph.(563) 589 -4100 until 2:00 PM on May 9th, 2013 and opened directly following the closing of bid on the 9th of May, 2013. The contract will be acted upon at a City Council Meeting to be determined. Bids received after this date and time will be considered non- responsive and will be returned to the contractor unopened. Faxed or Emailed bids will not be accepted. The City of Dubuque cannot make exceptions for bids delivered late or delivered to an incorrect address. The work under the proposed contract for the said improvements, as required by the Contract Documents, shall be commenced immediately after receipt of written "NOTICE TO PROCEED" and shall be substantially complete by September 1St The Project consists of the construction of new public restrooms located in existing parking lot at 5th and Bluff Streets in the historic Cathedral District. The project design reflects historical elements of the area to create an accessible public restroom to serve the existing businesses in the area that cannot accommodate restrooms with modern accessibility requirements. The existing parking lot will remain in use during construction and the construction site should be properly protected so site remains functional and safe. Plans and specifications for the proposed improvements are available for inspection at: City of Dubuque's website www.cityofdubuque.orq Technigraphics (Tri -State Blueprint) Address: 696 Central Ave. (563) 556 -3030 Dubuque, Iowa 52001 Copies of plans, specifications, form of bid and form of contract may be secured by bona fide bidders at Printer location Technigraphics (Tri -State Blueprint), no plan deposit is required. A pre -bid meeting on these plans and specifications will be held on the 25th day of April, 2013 at 2:00 pm CST at the project site at 5th and Bluff Streets, Dubuque, IA . INQUIRIES: All inquiries must be submitted in writing to the Building Services Department by May 3, 2013 @ Noon (12 p.m.); either by email to: rrussell @cityofdubuque.orq or by fax to: (563)690 -6687. Inquiries should be clearly labeled "Bid for 5th and Bluff Street Public Restroom Project ". The contact name and contact 009613.10 00030 -1 SECTION 00030 INVITATION TO BID information should be included. All inquiries will be answered in the form of an addendum, posted to the City's website: http: / /www.cityofdubuque.org on or before May 7th, 2013 @ 4:00 pm. The addendum will be emailed of faxed to all contractors that return their completed Bid Registration form prior to the answers posted date and time. Acknowledgement of all addenda is required with this bid. Include the signature page from the addendum, signed by an authorized individual from your firm. Failure to acknowledge any addenda will cause your bid to be considered non - responsive. Be advised that any conversation (in reference to this Bid /RFP) between bidders and any City employee, City official or City Project Manager, outside of the Building Services Department, during the entire competitive bidding process is strictly prohibited. Such actions will result in removal of the vendor from the bidder's list and rejection of the vendor's bid. The ONLY official position of the City is that position which is stated in writing and issued by the Building Services Department. No other means of communication, whether written or oral, shall be construed as a formal or official response statement. Bidders wanting to supply materials, products and equipment, other than called for in the Bidding Documents, shall make a request for substitution in strict accordance with the Instructions to Bidders. Bid Security in the amount of ten percent of the Bid must accompany each Bid in accordance with the Instructions to Bidders. The full amount of the Bid Security shall be forfeited to the Owner in liquidation of damages sustained in the event that the bidder fails to execute the contract as provided in the Bidding Documents. No bid may be withdrawn for a period of 15 calendar days after the date of the opening. The City of Dubuque does not require a bid surety or Performance Bond for bids under $100,000. If the bid amount is OVER $100,000 a Bid Surety in the amount of ten percent of the Bid must accompany each Bid in accordance with the Instructions to Bidders. The full amount of the bid Surety shall be forfeited to the Owner, in liquidation of damages sustained in the event that the bidder fails to execute the contract as provided in the Bidding Documents. If the bid is over $100,000, the awarded contractor will be required to submit a Performance Bond for 100% of the bid price and a 2 year Maintenance Bond. It is the intent of the Owner to award a contract to the lowest responsible bidder provided the bid has been submitted in accordance with the requirements of the bidding documents and does not exceed the funds available. The owner will only consider bids that have all lines completed on the Bid Form 00410; failure to fill in costs will constitute a non - responsive bid and will be rejected. The Owner shall have the right to waive informalities or irregularities. The successful bidder will be required to submit a Certification of Non - segregated Facilities and to notify prospective subcontractors of the requirement for such certification where the subcontract exceeds $10,000.00. The City of Dubuque reserves the right to reject any or all bids, in whole or in part, with or without cause; to waive any informalities, and to re- advertise. Dated this 15th day of April, 2013. City of Dubuque By Rich Russell Building Services Dept. End of Document 00030 G09613.10 00030 -2 SECTION 00210 SUPPLEMENTARY INSTRUCTIONS TO BIDDERS AIA -A701 -2007 The following supplements modify, change, delete from or add to the "Instructions to Bidders." AIA Document A701, 2007 Edition. Where any Article, Paragraph, Subparagraph or Clause or portion thereof is modified or deleted by these Supplementary Instructions to Bidders, the unaltered provisions of that Article, Paragraph, Subparagraph or Clause shall remain in effect. SIB -1 Delete Subparagraph 3.1.1 from ARTICLE 3, BIDDING DOCUMENTS and substitute the following: 3.1.1 Bidders may obtain complete sets of the Bidding Documents from Printers Address Technigraphics (Tri -State Blueprint), phone (563) 556 -3030 no plan deposit is required. The City of Dubuque's website will also have electronic versions of the construction documents available. SIB -2 Delete Subparagraph 4.1.5 from ARTICLE 4, BIDDING PROCEDURES and substitute the following: SIB -3 Add Subparagraph 4.1.9 to ARTICLE 4, BIDDING PROCEDURES* The bidder will be required to submit the following with the bid: 1. Bid Bond, if the bid is over $100,000 2. Certificate of Insurance 3. References — Submit a list of at least three references where similar work has been Performed in the last three years. Include name and contact information. The contractor shall have 3 years of experience. The City of Dubuque reserves the right to contact these references. 4. Addenda Acknowledgement (if any were issued) SIB -4 Delete Subparagraph 4.2.1 from ARTICLE 4, BIDDING PROCEDURES and substitute the following: 4.2.1 Each Bidder shall accompany the bid with a bid security, if the bid is over $100,000, in a separate envelope, as security that the successful Bidder will enter into a Contract for the work bid upon and will furnish after the award of the Contract corporate surety bond or bonds, acceptable to the Owner, for the faithful performance of the Contract, in an amount equivalent to 100% of the amount of the Contract. The Bidder's security shall be ten percent (10 %) of the bid amount, and shall be in the form of a cashier's or certified check drawn on a bank in Iowa or a bank chartered under the laws of the United States, or a certified share draft drawn on a credit union in Iowa or chartered under the laws of the United States or a bid bond with corporate surety satisfactory to the Owner. Should the Bidder refuse to enter into such Contract or fail to furnish such bonds, the amount of the bid security shall be forfeited to the Owner as liquidated damages, not as a penalty. The amount of the Bid security shall not be forfeited to the Owner in the event the Owner fails to comply with Subparagraph 6.2. SIB -5 Delete Subparagraph 4.3.1 from ARTICLE 4, BIDDING PROCEDURES and substitute the following: 4.3.1. Pursuant to Iowa Code Sections: 422.42 (16) & (17), and 422.47 (5), the contractor is authorized to purchase construction materials tax free in the State of Iowa for this contract. Do NOT include sales tax in the bid. The City of Dubuque is Sales Tax exempt. Complete information on qualifying materials can be found at www.state.ia.us /tax, the Department of Revenue (IDR) website. It is the contractor's responsibility to have records identifying the G09613.10 00210 -1 SECTION 00210 SUPPLEMENTARY INSTRUCTIONS TO BIDDERS AIA -A701 -2007 materials purchased and verifying they were used on this contract. Any materials purchased and not used in the contract are subject sales and applicable local option taxes. Iowa Construction Sales Tax Exemption Certificates for this project can be obtained through the City of Dubuque. The General Contractor will need to provide company name, address, phone number, and type of contractor (electrical, mechanical, etc.) and EIN number for the general contractor and all sub - contractors. All copies of the Bid and other documents, not including the bid security, as required for submission with the Bid, shall be enclosed in a sealed opaque envelope. The bid security shall be submitted in a separate sealed opaque envelope. Each envelope shall bear the return address of the Bidder and shall be addressed as follows: TO: City of Dubuque Office of City Clerk 50 West 13th Street Dubuque, IA 52001 BID FOR: 5th and Bluff Street Public Restroom Project -or- BID SECURITY FOR: 5th and Bluff Street Public Restroom Project If the Bid, the bid security, and other documents required to be submitted with the Bid is sent by mail, the sealed envelopes shall be enclosed in a separate mail envelope with the notation "SEALED BID ENCLOSED" on the face thereof. SIB -6 Add Subparagraph 6.1.2 to ARTICLE 6, POST -BID INFORMATION as follows: 6.1.2 Out -of -state Bidders shall furnish documentation prior to execution of the Agreement that confirms the Bidder is in compliance with Chapter 91C Construction Contractors and Chapter 490 Business Corporation, Division XV, Foreign Corporations of the Code of Iowa. SIB -7 Add Paragraph 8.2 EXECUTION OF AGREEMENT to ARTICLE 8. FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR as follows: 8.1 EXECUTION OF AGREEMENT The selected Bidder shall, within ten (10) calendar days after receipt of Notice of Award, sign and deliver the required number of counterparts of the Agreement along with any required attached documents. Within ten (10) days thereafter Owner shall deliver one fully executed counterpart to the Contractor. END OF DOCUMENT 00210 G09613.10 00210 -2 PROJECT: BID TO: BID FROM: SECTION 00410 BID FORM 5th and Bluff Street Public Restroom Project 5th and Bluff Street Dubuque, Iowa 52001 City of Dubuque Office of City Clerk 50 West. 13th Street Dubuque, IA 52001 NOTE: Submit three copies of this Bid Form. All blanks shall be completed. Only bids on this form will be accepted. Submit other attachments i.e. (Certificate of Insurance Form) with bid. Submit Bid Security, and other attachments in separate envelope. The undersigned BIDDER proposes and agrees, if this Bid is accepted, to enter into an agreement with OWNER in the form included in the Contract Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the schedule indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. Bidder accepts all of the terms and conditions of the Notice and Instruction to Bidders, including without limitation those dealing with the disposition of Bid security. This Bid will remain subject to acceptance for 60 days after the day of Bid opening. 2. The undersigned Bidder submits, herewith, bid security in accordance with the terms set forth in the Notice and instruction to Bidders. 3. The Bidder has examined and carefully studied the Bidding Documents and the following Addenda, receipt of all which is hereby acknowledged: Date Number BIDDER has visited the site and become familiar with and is satisfied as to the general, local and site conditions that may affect cost, progress, performance and furnishing of the Work. 5. BIDDER is familiar with and is satisfied as to all federal, state and local Laws and Regulations that may affect cost, progress, performance and furnishing of the Work. BIDDER will complete the Work in accordance with the Contract Documents for the prices indicated on the Document 00420, Schedule of Bid Prices. In the event of discrepancies between unit prices and the unit price extension and /or total price listed on the Schedule of Bid Prices, unit price shall govern. BIDDER agrees that the Work will be completed in accordance with the project schedule in the Notice and Instruction to Bidders. G09613.10 00410 -1 SECTION 00410 BID FORM BIDDER certifies that this proposal is made in good faith, without collusion or in connection with any other person, organization or corporation bidding on the work. 10. Provide the Bid Security in a separate sealed envelope and made a condition of this bid. 11. This Bid is submitted on 2013 12. State Contractors License No. 13. Complete the applicable item(s) listed below. If this Bid is submitted by an agent of BIDDER, attach a current Power -of- Attorney certifying the agent's authority to bind the BIDDER. 14. All lines shall be filled in, failure to fill in lines below will constitute a non - responsive bid and will be rejected. IF BIDDER IS: AN INDIVIDUAL By (signature of individual) (type or print name) Doing Business as: Business Address: Phone Number: A PARTNERSHIP Firm Name: (Signature of general partner) (type or print name) Business Address: Phone Number: A CORPORATION Corporation Name: State of Incorporation: (Signature of person authorized to sign) (type or print name) Attest: Business Address: Phone Number: G09613.10 00410 -2 SECTION 00420 SCHEDULE OF BID PRICES 10% Bid Bond or Surety Included as Requested: Yes No Total Base Bid for 5th and Bluff Street Public Restroom Project: $ City of Dubuque reserves the right to accept bids for each schedule or any combination of bids deemed in the best interest of the district. END OF DOCUMENT 00420 G09613.10 00420 -1 SECTION 00430 BID BOND BID BOND Where it is provided in the Instructions to Bidders that the Bidder may submit a bid bond as the bid security, the Bidder may use AIA Document A310 "Bid Bond." AIA Document A310 is hereby made a part of these Documents to the same extent as if bound herein. This form can be purchased from the American Institute of Architects state office or from the Architect /Engineer at cost. END OF DOCUMENT 00430 G09613.10 00430 -1 SECTION 00500 AGREEMENT AGREEMENT AIA Document A101 "Standard Form of Agreement Between Owner and Contractor" where the basis of payment is a stipulated Sum (2007 Edition) forms the basis of the contract between the Owner and Contractor and is hereby made a part of these Documents to the same extent as if bound herein. All provisions which are not amended or supplemented remain in full force and effect. END OF DOCUMENT 00500 G09613.10 00500 -1 SECTION 00611 PERFORMANCE BOND PERFORMANCE BOND AIA Document A312 "Performance Bond" is hereby made a part of these Documents to the same extent as if bound herein. All provisions which are not amended or supplemented remain in full force and effect. END OF DOCUMENT 00611 G09613.10 00611 -1 SECTION 00612 PAYMENT BOND PAYMENT BOND AIA Document A312 "Payment Bond" is hereby made a part of these Documents to the same extent as if bound herein. All provisions which are not amended or supplemented remain in full and extent. END OF DOCUMENT 00612 G09613.10 00612 -1 SECTION 00700 GENERAL CONDITIONS GENERAL CONDITIONS A. AIA Document A201 "General Conditions of the Contract for Construction" (2007 Edition), is the General Conditions between the Owner and Contractor and is hereby made a part of these Documents to the same extent as if bound herein. The document can be purchased from the American Institute of Architects state office or from the Architect /Engineer at cost. SUPPLEMENTARY CONDITIONS A. Refer to Document 00800, Supplementary Conditions, for amendments to these General Conditions. END OF DOCUMENT 00700 G09613.10 00700 -1 SECTION 00800 SUPPLEMENTARY CONDITIONS The following supplements modify, "General Conditions of the Contract -for Construction ", AIA Document A201 (2007 ed.). Where a portion of the General Conditions is modified or deleted by these Supplementary Conditions, the unaltered portions of the General Conditions shall remain in effect. ARTICLE 1; GENERAL PROVISIONS No supplements. ARTICLE 2; OWNER 2.1 Definition Add the following clause 2.1.1.1 to 2.1.1: 2.1.1.1 The Owner is: City of Dubuque 50 West 13th Street Dubuque, IA 52001 2.2 Information and Services Required of the Owner Delete Subparagraph 2.2.2 and substitute the following: 2.2.2 The Owner may furnish surveys describing physical characteristics, legal limitations, and utility locations for the site of the project, and a legal description of the site. The furnishing of this information does not make the Owner responsible for the accuracy of the information and it shall be the responsibility of the Contractor to satisfy himself relative to the accuracy and completeness of such information. Delete Subparagraph 2.2.5 and substitute the following: 2.2.5 The Contractor will be furnished free of charge a minimum of three (3) copies of Drawings and Project Manuals. Additional sets will be furnished as they become available after the bidding procedure is complete. ARTICLE 3; CONTRACTOR No supplements. ARTICLE 4; ADMINISTRATION OF THE CONTRACT 4.1 Architect /Engineer Delete Subparagraph 4.1.1 and substitute the following: 4.1.1 The "Architect" is to be defined for this Contract as the Engineer or Architect lawfully licensed by the State to practice architecture or engineering or an entity, licensed by the State to lawfully practice architecture or engineering identified as such in the Agreement and is referred to throughout the Contract Documents as if singular in number. The term "Engineer ", "Architect /Engineer ", "Engineer /Architect" or "Authorized Representative" shall mean "Architect" as defined above. Add the following clause 41.1.1 to 41.1: G09613.10 00800 -1 SECTION 00800 SUPPLEMENTARY CONDITIONS 4.1.1.1 The Architect/Engineer is: AMENT, INC. 625 32nd Avenue SW Cedar Rapids, IA 52404 ARTICLE 5; SUBCONTRACTORS No supplements. ARTICLE 6; CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS No supplements. ARTICLE 7; CHANGES IN THE WORK 7.2 Changes Add the following Subparagraph 7.2.3 to Paragraph 7.2: 7.2.3 The forms used to process a change order will include AIA Document G701, Change Order. ARTICLE 8; TIME 8.2 Every effort to complete work by substantial completion date. ARTICLE 9; PAYMENTS AND COMPLETION 9.3 Application for Payment 9.3.1 Add the following sentence to Subparagraph 9.3.1: The form of Application for Payment shall be a notarized AIA Document G702, Application and Certification for Payment, supported by AIA Document G703, Continuation Sheet. Add the following Clause 9.3.1.3 to 9.3.1: 9.3.1.3 Until Substantial Completion, the Owner shall pay 95 percent of the amount due the Contractor on account of progress payments. 9.10 Final Completion and Final Payment 1. Retainage and last payment cannot be on the same invoice. Add the following Subparagraph 9.10.6 to Paragraph 9.10: G09613.10 00800 -2 SECTION 00800 SUPPLEMENTARY CONDITIONS 9.10.6 Final payment will be made not less than thirty (30) days after the date of acceptance of the Work by the Owner subject to the provisions of Subparagraphs 9.10.1 through 9.10.4. Add the following paragraph 9.11 to Article 9: 9.11 Liquidated Damages 9.11.1 The Contractor and the Contractor's surety, if any, shall be liable for and shall pay the Owner for any extra cost for engineering or architectural services and construction services and related expenses necessitated by the delayed prosecution of the Work by the Contractor beyond the date of Substantial Completion as required by the Agreement. Such cost are in no way a penalty, but represent additional expenses to the Owner caused by the Contractor's delay. Substantial Completion is listed as September 1st, 2013. This date assumes on- site & off -site construction work can commence in May for any site prep work or selective demolition and that the contract for construction is signed and a notice —to- proceed is completed by mid- May, allowing for shop drawing phase and materials to be ordered. 9.11.2 For purposes of this project liquidated damages shall be assumed to be $100/working day following the intended completion date designated in the contract. ARTICLE 10; PROTECTION OF PERSONS AND PROPERTY 10.1 Safety Precautions and Programs Add the following Subparagraphs 10.1.2 to Paragraph 10.1. 10.1.2 No product containing asbestos or PCB shall be incorporated into the Work. 10.2 Safety of Persons and Property Add the following Clause to Subparagraph 10.2.4. 10.2.4.1 When use or storage of explosives or other hazardous material or equipment or unusual methods are necessary, the Contractor shall give the Owner reasonable advance notice. ARTICLE 11; INSURANCE AND BONDS Add to the following: 11.1.4. INSURANCE. Insurance Schedule B Class A: Concrete Elevators Paving & Surfacing Sheet Metal Decking Fiber Optics Piles & Caissons Site Utilities Demolition Fire Protection Plumbing Special construction Earthwork Fireproofing Reinforcement Steel Electrical HVAC Roofing Structural Steel G09613.10 00800 -3 SECTION 00800 SUPPLEMENTARY CONDITIONS Class B: Chemical Spraying Deconstruction Doors, Window & Glazing Drywall Systems Fertilizer Application Class C: Acoustical Carpet & Resilient Flooring Caulking & Sealants General Cleaning Finish Carpentry Landscaping Painting & Wall Covering Pest Control Plastering Grass Cutting Janitorial Non Vehicular Snow & Ice Removal Rough Carpentry Stump Grinding Tree Trimming Waterproofing Office Furnishings Power Washing Tile & Terrazzo Flooring Window Washing 1. Contractor shall furnish a signed Certificate of Insurance to the City of Dubuque, Iowa for the coverage required in Exhibit I prior to commencing work and at the end of the project if the term of work is longer than 60 days. Providers presenting annual certificates shall present a Certificate at the end of each project with the final billing. Each Certificate shall be prepared on the most current ACORD form approved by the Iowa Department of Insurance or an equivalent. 2. All policies of insurance required hereunder shall be with a carrier authorized to do business in Iowa and all carriers shall have a rating of A or better in the current A.M. Best's Rating Guide. 3. Each Certificate shall be furnished to the contracting department of the City of Dubuque. 4. Failure to provide minimum coverage shall not be deemed a waiver of these requirements by the City of Dubuque. Failure to obtain or maintain the required insurance shall be considered a material breach of this agreement. 5. Subcontractors and sub subcontractor performing work or service shall provide a Certificate of Insurance in accord with their respective classification to their contractor. 6. All required endorsements to various policies shall be attached to Certificate of insurance. 7. Whenever a specific ISO form is listed, an equivalent form may be substituted subject to the provider identifying and listing in writing all deviations and exclusions that differ from the ISO form. 8. Provider shall be required to carry the minimum coverage /limits, or greater if required by law or other legal agreement, in Exhibit I. Exhibit 1 A) COMMERCIAL GENERAL LIABILITY General Aggregate Limit Products - Completed Operations Aggregate Limit Personal and Advertising Injury Limit Each Occurrence Fire Damage Limit (any one occurrence) Medical Payments G09613.10 00800 -4 $2,000,000 $2,000,000 $1,000,000 $1,000,000 $ 50,000 $ 5,000 SECTION 00800 SUPPLEMENTARY CONDITIONS a) Coverage shall be written on an occurrence, not claims made, form. All deviations from the standard ISO commercial general liability form CG 0001, or Business owners form BP 0002, shall be clearly identified. b) Include ISO endorsement form CG 25 04 "Designated Location(s) General Aggregate Limit" or CG 25 03 "Designated Construction Project (s) General Aggregate Limit" as appropriate. c) Include endorsement indicating that coverage is primary and non - contributory. d) Include endorsement to preserve Governmental Immunity. (Sample attached). e) Include additional insured endorsement for: The City of Dubuque, including all its elected and appointed officials, all its employees and volunteers, all its boards, commissions and /or authorities and their board members, employees and volunteers. using ISO form CG 20 10. Ongoing operations. f) All contractors shall include The City of Dubuque (per the above verbiage) as an additional insured for completed operations under ISO form CG 2037 during the project term and for a period of two years after the completion of the project. B) AUTOMOBILE LIABILITY $1,000,000 (Combined Single Limit) C) WORKERS' COMPENSATION & EMPLOYERS LIABILITY Coverage A Coverage B Statutory — State of Iowa Employers Liability Each Accident Each Employee- Disease Policy Limit - Disease $100,000 $100,000 $500,000 a) Policy shall include an endorsement providing a waiver of subrogation to the City of Dubuque. b) Coverage B limits shall be greater if required by Umbrella Carrier. D) Umbrella Liability Class A $10,000,000 Class A $3,000,000 Class B $1,000,000 Class C -0- E) Railroad Protective Liability (General Contractor) (other Sub - Contractors) Any agreement for construction or demolition work on or within 50 feet of a railroad, for which an easement or license or indemnification of the railroad is required, shall require evidence of the following additional coverages. Railroad Protective Liability: Per limits required by Railroad or Iowa DOT. An endorsement to the Commercial General Liability policy equal to ISO CG 2417 (Contractual Liability - Railroads). A copy of this endorsement shall be attached to the Certificate of Insurance. G09613.10 00800 -5 SECTION 00800 SUPPLEMENTARY CONDITIONS Preservation of Governmental Immunities Endorsement 1. Nonwaiver of Governmental Immunity. The insurance carrier expressly agrees and states that the purchase of this policy and the including of the City of Dubuque, Iowa as an Additional Insured does not waive any of the defenses of governmental immunity available to the City of Dubuque, Iowa under Code of Iowa Section 670.4 as it is now exists and as it may be amended from time to time. 2. Claims Coverage. The insurance carrier further agrees that this policy of insurance shall cover only those claims not subject to the defense of governmental immunity under the Code of Iowa Section 670.4 as it now exists and as it may be amended from time to time. Those claims not subject to Code of Iowa Section 670.4 shall be covered by the terms and conditions of this insurance policy. 3. Assertion of Government Immunity. The City of Dubuque, Iowa shall be responsible for asserting any defense of governmental immunity, and may do so at any time and shall do so upon the timely written request of the insurance carrier. 4. Non - Denial of Coverage. The insurance carrier shall not deny coverage under this policy and the insurance carrier shall not deny any of the rights and benefits accruing to the City of Dubuque, Iowa under this policy for reasons of governmental immunity unless and until a court of competent jurisdiction has ruled in favor of the defense(s) of governmental immunity asserted by the City of Dubuque, Iowa. No Other Change in Policy. The above preservation of governmental immunities shall not otherwise change or alter the coverage available under the policy. SPECIMEN ARTICLE 12; UNCOVERING AND CORRECTION OF WORK No supplements. ARTICLE 13; MISCELLANEOUS PROVISIONS Add the following paragraph. 13.8 Equal Opportunity The contractor shall conform in all respects with the provisions of the Federal Civil Rights Act and applicable similar State statutes. The Contractor shall not discriminate against any employee or applicant because of race, color, religion, sex, national origin, ancestry, G09613.10 00800 -6 SECTION 00800 SUPPLEMENTARY CONDITIONS age, marital status, physical or mental handicap. The Contractor shall require similar clauses in all of its subcontracts for service or materials. 13.8.1.1 Refrain from unlawful discrimination and discrimination based on citizenship statutes in employment and undertake affirmative action to assure equality of employment opportunity and eliminate the effects of past discrimination; 13.8.1.2 Comply with the procedures and requirements of the Department's regulations Concerning equal employment opportunities and affirmative action; 13.8.1.3 Provide such information, with respect to its employees and applicants for employment, and assistance as the Department may reasonably request; 13.8.1.4 Have written sexual harassment policies that shall include, at a minimum, the following information: (i) he illegality of sexual harassment; (ii) the definition of sexual harassment under State law; (iii) a description of sexual harassment, utilizing examples; (iv) the vendor's internal compliant process including penalties; (v) the legal recourse, investigative and complaint process available through the Department and the Commission; (vi) directions on how to contact the Department and Commission; and (vii) protection against retaliation as provided by applicable statutes. A copy of the policies shall be provided to the Department upon request. 13.8.1.5 Require similar clauses in all of its subcontracts for service or materials. END OF DOCUMENT 00800 G09613.10 00800 -7