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Plans (6) a � � B -U- P2012 - 00150 CAUTION : IF THIS SHEET IS NOT 30" x4z IT IS A REDUCED PRINT Y (i_ M � w D r .V) ��E Q w N0� 212412 Z ��'�pFTIG IARC N w y Ld 0 e s t 1931b 0 o UP0 P L1D W I� cn Co Q o `� 1� J ¢ ` i5 W Q� � J ¢ LL_ 0 w U O Z 10031 SW CASCADE BOULEVARD M L O C% w TIGARD OREGON 0 tr .Z m I p UC\1Ld N N p G a\ r C a r Now OWN ORCHARD SUPPLY HARDWARE J, -4 0 U N N ABBREVIATIONS TENANT PROJECT DATA SHEET INDEX (TOTALSHEETS = 65) M C4 Ln �° U Z < Q_ & And F.A. Fire Alarm PRCST. Pre-cast ARCHITECTURAL ( ) W L Angle F.B. Flat Bar PL. Plate 24 - SHEETS Q ` A0.1 TITLE SHEET. w� • © At F.D. Floor Drain P.LAM. Plastic Laminaterchar ® A0.2 GENERAL NOTES. 3 z �11 Centerline FDN. Foundation PLAS. Plaster0 BUILDING DEPARTMENT: CITY of TIGARD 4 <t F.E. Fire Extinguisher PLYWD. Plywood <'pp A _ APPLICABLE CODES: CHAPTER 9 - FIRE PROTECTION SYSTEMS: AO.3a ACCESSIBILITY NOTES & DETAILS. � �� Diameter or Round F.E.C. Fire Extinguisher Cab PR. Pair _ _r ¢ ;2 # Pound or Number F.H.C. Fire Hose Cabinet PT. Point a � BUILDING: 2009 INTERNATIONAL BUILDING CODE � o (E) Existing FIN. Finish P.T.D Paper Towel Dispenser (903.3.1.1) AUTOMATIC SPRINKLER SYSTEM WILL BE PROVIDED. ADA DEMO/EXISTING SITE PLAN. o Q FL. Floor P.T.D/R Combination Paper Towel STRUCTURE: 2009 INTERNATIONAL BUILDING CODE AD.2 DEMOLITION FLOOR PLAN. a ACOUS Acoustical FLASH. Flashing P� Partition (903.4) AUTOMATIC SPRINKLER SYSTEM MONITORING AND ALARMS WILL BE PROVIDED. AD.3 DEMOLITION EXTERIOR ELEVATIONS. w i MECHANICAL: 2009 INTERNATIONAL MECHANICAL CODES 4 FLUOR. Fluorescent P.T.R. Paper Towel Receptacle i cc A.D. Area Drain p P ORCHARD SUPPLY HARDWARE AM SITE P ADJ. Adjustable F.O.C. Face of Concrete p.J. Panel Joint ELECTRICAL: 2005 NATIONAL ELECTRIC CODE E.S.F.R. (EARLY SUPPRESSION FAST-RESPONSE) AUTOMATIC FIRE PREVENTION SPRINKLER SYSTEM 01 5 �� AGGR. Aggregate F.O.F. Face of Finish PROVIDED THROUGHOUT. o q PLUMBING: 2009 INTERNATIONAL PLUMBING CODE AL. Aluminum F.O.M. Face of Mullion Q.T. Quarry Tile 6450 VIA DEL ORO, SPRINKLER DESIGN AND CALCULATIONS TO BE SUBMITTED UNDER SEPARATE PERMIT. A2.0 FIXTURE PLAN (FOR REFERENCE ONLY). F.O.S. Face of Stud APPROX. Approximate R. Riser SAN JOSE, CA 95119 FIRE/LIFE SAFETY: 2009 INTERNATIONAL FIRE CODE 2.oa E IPMEN MATRI (FOR EFERE ONLY . FPRF. Fireproof 408-281-3500 (910.1) EXCEPTION 2: SMOKE AND HEAT VENTS NOT REQUIRED WHERE E.S.F.R. SPRINKLER SYSTEM IS A 0 A INI LAN. 3 > ARCH. Architectural RAD. Radius FUEL/GAS: 2009 INTERNATIONAL FUEL GAS CODE PROVIDED F.S. Full Size A2.2 REFLECTED CEILING PLAN. mASB. Asbestos Asbestos R.D. Roof Drain FT. Foot or Feet ASPH. Asphalt REF. Reference ENERGY: 2009 INTERNATIONAL ENERGY CONSERVATION CODE J FTG. Footing g (910.3.5) EXCEPTION: DRAFT CURTAINS NOT REQUIRED WHERE E.S.F.R. SPRINKLER SYSTEM IS PROVIDED. A3.1 ROOF PLAN. Q REFR. Refrigerator BD. Board FURR. Furring RGTR. Register ACCESSIBILITY: 2003 ICC/ANSI A117.1-2003 AMERICAN NATIONAL STANDARD N BITUM. Bituminous FU T. Future REINF. Reinforced BLDG. Building REQ. Required ARCHITECT A4.1 EXTERIOR ELEVATIONS. M BLK. Block GA. Gauge RESIL. Resilient CHAPTER 3 - USE & OCCUPANCY CLASSIFICATION: CHAPTER 10 - MEANS OF EGRESS: A5.1 BUILDING SECTIONS. ¢ BLKG. Blocking GALV. Galvanized RM. Room OCCUPANT LOADS & MINIMUM EXIT WIDTHS REQUIRED: (FULLY SPRINKLERED THROUGHOUT) Z BM. Beam G.B. Grab Bar o GL. Glass R.O. Rough Opening A6.1 ENLARGED ELEVATION & FLOOR PLAN. co B.O.C. Bottom of Concrete RWD. Redwood A6.2 ENLARGED ELEVATIONS & FLOOR PLANS. z B.O.M. Bottom of Mullion GND. Ground GROUP SECTION DESCRIPTION OF OCCUPANCY PROPOSED AREA (SF) w GR. Grade R.W.L. Rain Water Leader z A6.3 WALL SECTIONS. o B.O.P. Bottom of Panel WARE M -7 A6.4 WALL SECTIONS. B.O.R. Bottom of Reveal GYP. Gypsum S. South B / BUSINESS (304) OFFICE SEE ALLOWABLE AREA BELOW o o UJ NS. BOT. Bottom H.B. Hose Bibb SAF Self Adhered Flashing JIM TERRY m A6.6 ENLARGED RR PLAN, RR ELEVATIONS & MILLWORK ELEVATIONS. -' S.C. Solid Core M / MERCANTILE (309) MERCANTILE SEE ALLOWABLE AREA BELOW p � W ¢ H.C. Hollow Core 2400 CAMINO RAMON, SUITE 390 PH: (925) 244-9620 z O J o 0 CAB. Cabinet HDWD. Hardwood S.C.D. Seat Cover Dispenser FAX: 925 244-9621 S-1 STORAGE 311 STORAGE SEE ALLOWABLE AREA BELOW o o o m SAN RAMON, CA 94583 ( ) / ( ) w ¢ A7.1 DOOR SCHEDULE & DETAILS . 4 � / HDWE. Hardware w of 4 o w T �„ C.B. Catch Basin SCHED. Schedule ¢ W H.M. Hollow Metal p P MOST RESTRICTIVE (�) M < r ``' a_ O w w r ~ w [if A8.2 SITE TADETAILS. O CEM. em en S.D. Soa Dis enser U ¢ w J Ln = w o CER. Ceramic HORIZ. Horizontal SECT. Section a_ Z a ¢ z z O o CD W w M C.I. Cast Iron SH. Shelf � < W m < m '- zW HR. Hour m Of u 0- w o o z C.G. Corner Guard SHR. Shower o z Ln ¢ o m o J w = W W z HGT. Height ACCESSORY OCCUPANCIES: (508.2) YES - B o - ^ ^ o A8.4 DETAILS. 4 o y CLG. Ceiling SHT. SheetJ U < JC) � Ld o F- < 't- - CLKG. Caulking SIM. Similar ARCHITECT'S CONSULTANTS v� v� Z I.D. Inside Diameter (Dim.) o_01� 0 O CLO. Closet S.N.D. Sanitary Napkin Disp. M ..,5 rn CLR. Clear INSUL. Insulation S.N.R. Sanitary Napkin Rece t. OFFICE B 1,024 100 24 1 N A 1 - SHEETS W t.! p g INT. Interior p y p p CHAPTER 5- GENERAL BUILDING HEIGHTS & AREAS: / 3.6" LANDSCAPE c ) ® ° w C.O. Cased Opening SPEC. Specification COL. Column SQ. Square CIVIL ENGINEER ALLOWABLE BUILDING HEIGHT: Jan. Janitor q Let•.+5 J + C.O.M. Center of Mullion S.ST. Stainless Steel MERCANTILE M 37,518 30 1251 3 N A �/1 O JT. Joint / 187.7• L1.0 PLANTING PLAN = V J CONC. Concrete S.SK. Service Sink CARDNO WRG KEVIN RUSSELL KIT. . Kitchen cn CONN. Connection K.O. Knock Out STA. Station 5415 SW WESTGATE DRIVE, SUITE 100 PH: (503) 419-2500 w Cn Q CONSTR. Construction STD. Standard PORTLAND, OR. 97221 FAX: (503) 419-2600 Z = w Z o STORAGE S 3,177 300 11 1 N/A „ •,s zo CONT. Continuous STL. Steel o o' J 1.65 U C.O.R. Center of Reveal LAB. Laboratory � `'J Z D CIVIL Z Q STOR. Storage = z CORR. Corridor LAM. Laminate STRL. Structural LANDSCAPE ARCHITECT MOST RESTRICTIVE m w m m � r rn LAV. Lavatory o J W o (8 - SHEETS) p f L1 CTSK. Countersunk y SUSP. Suspended OCCUPANCY GROUP Ln = m J o w CNTR. Counter LKR. Locker SYS. S metrical CARDNO WRG PAT GAYNOR W < < • _J w U) EXIT WIDTHS PROVIDED: S-1 J J � N Z = O = Z CTR. Center LT. Light PH: 503 419-2500 Co z o 4 - o o a_ CD C0.0 EXISTING CONDITIONS TRD. Tread 5415 SW WESTGATE DRIVE, SUITE 100 ( ) T.B. Towel Bar PORTLAND, OR. 97221 FAX: (503) 419-2600 �� ¢ �� ¢= 0- = �- = C1.0 SITE PLAN ~ Z o a C2.0 GRADING AND EROSION CONTROL r DBL. Double w cn DEPT. Department MAX. Maximum T.C. Top of Curb z of o 0 C3.0 STORM PLAN � (1f7 P M.C. Medicine TEL. Telephone M\E\P ENGINEERS BUILDING HEIGHT 55'-0" +20'-0" 75'-0" 33�-5" o co oo � w � w D.F. Drinking Fountain MECH. Mechanical TER. Terrazzo a- co � U) m o J > C4.0 EROSION CONTROL DETAILS O O DET. Detail NUMBER OF STORIES 3 STORY + 1 STORY 4 STORY 1 STORY x o ¢ o- o � � o o C4.1 EROSION CONTROL AND SITE DETAILS � MEMB. Membrane T. & G. Tongue and Groove w U O o � x o- o m ¢ DIA. Diameter FDG CONSULTING ROB FOSTER cn o o z w m i- o_ C4.2 SITE DETAILS : 0 MET. Metal THK. Thick DIM. Dimension MFR. Manufacturer T.O.C. Top of Concrete 17701 COWAN, SUITE 230 PH: (949) 253-9630 C4.3 STORM DETAILS ALLOWABLE BUILDING AREA: W DISP. Dispenser MH. Manhole T.O.P. Top of Panel IRVINE CA. 92614 FAX: (949) 253-9628 OFFICE N/A N/A 32" 2 64" Of DN. Down MIN. Minimum T.O.R. Top of Reveal D.O. Door Opening MIR. Mirror T.O.RC. Top of Deep Recess STRUCTURAL ENGINEER UNLIMITED AREA ALLOWED PER 507.xxXX)= DR. Door MISC. Miscellaneous T.O.M. Top of Mullion W/ AUTOMATIC SPRINKLER AND OPEN YARDS GREATER THAN 60 FEET ON ALL SIDES MERCANTILE N/A N/A 2"/64 4 192 DWR. Drawer M.O. Masonry Opening T.O.W. Top of Wall BRAD YOUNG & ASSOCIATES BRAD YOUNG F- DS. Downspout MTD. Mounted T.P. To of Pavement PH: 559 222-9600 PROPOSED OFFICE (B) AREA: 1,206 SF UJ D.S.P. Dr Stand i e P 1320 W HEND93711 AVENUE SUITE 101 ( ) MECHANICAL (5 - SHEETS) w Y P P MUL. Mullion T.P.D. Toilet Paper Dispenser FRESNO, CA. 93711 FAX: (559) 222-9633 DWG Drawing T.V. Television PROPOSED MERCANTILE (M) AREA: 37,518 SF MAXIMUM TRAVEL DISTANCE TO EXITS: (1016.1 SPRINKLERED BUILDING) CD E. East N. North T.W. Top of Wall MOA LEGEND, SCHEDULES, & NOTES < EA. Each N.I.C. Not In Contract TYP. Typical PROPOSED STORAGE (S) AREA: 3,177 SF g 300 FEET MAX. Mo.2 MECHANICAL SPECIFICATIONS m E.J. Expansion Joint NO. Number UNF. Unfinished PROPOSED TOTAL BUILDING AREA: 41,901 SF S-1 250 FEET MAX. M2.1 MECHANICAL DEMOLITION FLOOR PLAN EL. Elevation NOM. Nominal U.O.N. Unless Otherwise Noted ELEC. Electrical N.T.S. Not To Scale UR. Urinal M 250 FEET MAX. M2.2 MECHANICAL FLOOR PLAN X ELEV. Elevator VERT. Vertical M3.1 MECHANICAL ROOF PLAN w z EMER. Emergency O.A. Overall CHAPTER 6 -TYPES OF CONSTRUCTION: Y o 9 Y VEST. Vestibule FIRE RESISTANCE RATING REQUIREMENTS FOR: oc U, ENCL. Enclosure OBS. Obscure W. West TYPE OF CONSTRUCTION: (602) TYPE V-B E.P. Electrical Ponelboard O.C. On Center W/ With (FULLY SPRINKLERED THROUGHOUT) 708.14.1 � Y � EQ. Equal O.D. Outside Diameter (Dim.) ELEVATOR LOBBY ( ) NA HR. W.C. Water Closet ``' 0 w EQPT. Equipment OFF. Office o 2 o E.W.C. Electric Water Cooler OPNG. Opening WD. Wood FIRE RESISTANCE RATING REQUIREMENTS FOR: SHAFT ENCLOSURES (708.1) NA HR. z W/O Without TABLE 601 1022 PLUMBING (5 - SHEETS) >_ Lu EXST. Existing OP.P. Opposite BUILDING ELEMENTS ( ) EXIT ENCLOSURES ( ) NA HR. z EXPO. Exposed WPM Waterproofing Membrane < iz EXP. Expansion WRB Wheather/Water STRUCTURAL FRAME 0 HR. CORRIDORS (TABLE 1018.1) NA HR. PO.1 LEGEND, SCHEDULES, & NOTES bi Resistive Barrier PO.2 PLUMBING SPECIFICATIONS o EXT. Exterior EXTERIOR BEARING WALLS 0 HR. WSCT. Wainscot P1.0 PLUMBING SITE PLAN o U WT. Weight INTERIOR BEARING WALLS 0 HR. CHAPTER 29 - PLUMBING SYSTEMS: P2.1 PLUMBING DEMOLITION FLOOR PLAN U o P2.2 PLUMBING FLOOR PLAN EXTERIOR NON-BEARING WALLS 0 HR SANITARY LINES AND WATER SERVICE TO BE STUBBED INTO BUILDING. m INTERIOR NON-BEARING WALLS 0 HR. TENANT PLUMBING FIXTURES TO BE COMPLETED UNDER SEPARATE PERMIT. o w FLOORS 0 HR. J W o f SYMBOLS VICINITY MAP ROOF 0HR. PLANNING DEPARTMENT = W ELECTRICAL (10 - SHEETS) C _ EXTERIOR WALLS BASED ON FIRE SEPARATION (TABLE 602) EO.1 SYMBOLS LIST < a EO.2 ELECTRICAL SPECIFICATIONS � Q ALIGN A INTERIOR ELEVATION VIEW NORTH EXTERIOR WALL (X < 5') 0 HR. LEGAL DESCRIPTION: Eo.3 FIXTURE SCHEDULE AND DETAILS O ~ INTERIOR ELEVATION REFERENCE EAST EXTERIOR WALL (10' > X > 5') 0HR. E0.4 ENERGY COMPLIANCE CERTIFICATES REVISION < F- � m a E1.1 ELECTRICAL SITE PLAN CO D B PORTION OF SE 1/4 OF SECTION 27 AND SW 1/4 OF SECTION 26, TOWNSHIP 1 SOUTH, RANGE 1 WEST, w Es OFFICE XX SOUTH EXTERIOR WALL (30 > X > 10 ) 0 HR. E1.2 PHOTOMETRIC PLAN w SHEET NUMBER WILLAMETTE MERIDIAN, CITY OF TIGARD, WASHINGTON COUNTY, OREGON. J ¢I OFFICE C WEST EXTERIOR WALL (X > 30 ) 0 HR. �__ E2.1 LIGHTING PLAN Q w w f ROOM NAME __ U) E3.1 POWER PLAN �� Y � z z 0000 ROOM NUMBER Oo MAP &TAX LOT NUMBER: SPECIAL INSPECTION ION REQUIRED Q J � M � E3.2 ELECTRICAL NOTES o � < m �- � � � w Sod State®f Oregon Structural Specialty Code E4.1 SINGLE LINE DIAGRAM JENCLUDVE UN ATTACT(Eft w J J �- m oc Z o_ Z o WALL _ < Q � w < Fn o < Cn o U P < o� CHAPTER 7 - FIRE-RESISTANCE RATED CONSTRUCTION: 1S127DD01200 SP CAT10NBOOK 0 � 1- m o- w - w - -� TYPE NUMBER w `��' S� AREA OF OPENINGS (TABLE 705.8) (FULLY SPRINKLERED THROUGHOUT) rete and Reinforcing Steel iJCTURALCALCS O 1IC COPY � m m U o 0 CC � � ti� ALLOWABLE j DOOR NUMBER < q 9� ZONING: Bolts Installed in Concrete GEOTECH REPORT o U) N z z ~ z ~ 101 C FLOOR MATERIAL TYPE Q �O �,,,.MiSCD©CUMENTS U Z Z Z C Z � � W ¢ J W J W U (705.8.1) ALLOWABLE UNPROTECTED OPENINGS = ALLOWABLE PROTECTED OPENINGS ❑ Special Moment-Resisting Concrete Frame o - � J n � Z =, U) MUC- MIXED USE COMMERCIAL. STRUCTURAL (12 - SHEETS) Z10101Q10- m c) m C) 1 TYPE NUMBER � ¢ J ¢ ¢ ❑ Reinforcing Steel&Prestressing Steel Tendons `` < o z ^ < z Q z " CONCURRENT PLANNING APPLICATION: Structural Weldin o' w N N - N N N N N w z < w w S1.1 STANDARD NOTES AND DETAILS t- z " g S1.2 STANDARD NOTES AND DETAILS w t` cD N O co N � EXISTING DOOR PL � MISC. MATERIAL TYPE � o w � '-'-' w o NOTES AND DETAILS 6 EXTERIOR WALLS < U P- o o � w o w M S1.3 STANDARD E O 1 -"- TYPE NUMBER / z w o_ O ❑ Hi trenght Bolting CITY OF TIGARD o _t � 6 (6 r` od o; o < X 0 o_ MINOR MODIFICATION MMD2012-00008 5/16/2012 S1.4 STANDARD NOTES AND DETAILS o_ o o O o 0 0 0 .- w am X�'J ., w X O o X o Approved.......�.................. o m o- ¢,l¢ o ,� < W J < w o- Structural Masonry S1.5 STANDARD NOTES AND DETAILS [ w �? � n o M o �: w ¢ � o ¢ � o o_ S2.1 FOUNDATION PLAN Conditionally Approved,,........,,,. CD ��-�� X DETAIL REFERENCE XXX KEYNOTE INDICATOR NORTH City of Tigard Erosion Control ❑ Reinforced Gypsum Concrete S3.1 ROOF FRAMING PLAN See Letter to:Follow...... .. To Schedule Inspections: .... .-- < SHEET NUMBER ,I RO c3 EAST p ❑ Insulating concrete Fill S4.1 SECTIONS Attached.............,.. ] ¢ R Call 503 639-4175 S5.1 FRAMING DETAILS PermitNumber: 11��( o ER >-30 UNLIMITED UNPROTECTED OPENINGS ARE PERMITTED O XXX FINISH INDICATOR LS F NOL SOUTH Initial inspection: ❑ Spray Applied Fire-ResistiveMaterials S5.2 FRAMING DETAILS Address: Cl o PAI �: A. CATALDO 1 w SG Prior to foottng,nspecgon ® pilings, Drilled Pi@rs and Caissons S7.1 TRUSS DETAILS Date•_ Z Imo. DETAIL SECTION REFERENCE 5 217 �• �' < DRF 1Y: F.T.M. / M.H. X WEST Final inspection: S7.2 TRUSS DETAILS U V) XX SHEET NUMBER REVISION Prior toflnalbuttdtnglnapectlon ❑ Shotcr@te `-- ui REVIEWED FOR ❑ Special Grading,Excavation and Filling � t`F�,�V.�iD � JOB i_ SNR12-0011-00 0 DETAIL SECTION REFERENCE U CODE COMPLIANCE `� ® Smoke-Control Systems L3 �ms1� � 0 Q X HireAlaim ,,,yam. / < SHEET C) f XX SHEET NUMBER �c FIRE EXTINGUISHER CABINET � N Other Inspections A�}9t'©VeC] �Ir3rl,.� ry r= FI FIRE EXTINGUISHER �' shall be on J01, site. 161n� ' c� $lectr ed .�, < p� w XX EXTERIOR ELEVATION REFERENCE FE EXTINGUISHER WALL-MOUNTED FIRE PROJECT SITE N j SHEET NUMBER NO SCALE ,yww. W --- _ CAUTION : IF THIS SHEET IS NOT 30" x42" IT IS A REDUCED PRINT DEMOLITION NOTES CEILING NOTES PARTITION PLAN NOTES I �FIRE AUTHORITY NOTES GENERAL PROJECT NOTES � I 0 = p >_ z � W a LL_ 0 o � GENERAL NOTES: DRAWING NOTES: � 1. DRAWINGS OF EXISTING CONDITIONS HAVE BEEN COMPILED FROM EXISTING DATA 1. SEE ELECTRICAL ENGINEERING DRAWINGS FOR SPECIFICATIONS OF NEW BUILDING 1. CONTRACTOR AND ARCHITECT TO REVIEW & APPROVE CHALK LINES OF PARTITION 1. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION OR DEMOLITION SHALL BE IN w SUPPLIED BY THE OWNER TO THE ARCHITECT. THE ARCHITECT MAKES NO STANDARD LIGHT FIXTURES, SWITCHES, EXIT SIGNS, ETC. LAYOUT PRIOR TO COMMENCEMENT OF PARTITION CONSTRUCTION. ACCORDANCE WITH CFC CHAPTER 14. CFC 1401.1 ,Z WARRANTY, EITHER EXPRESS OR IMPLIED, FOR THE ACCURACY OF THE 1. THIS PROJECT AND ALL WORK ASSOCIATED WITH PROJECT SHALL CONFORM TO 1. UNLESS OTHERWISE NOTED OR INDICATED, ALL DIMENSIONS ON THESE DOCUMENTS wcz COMPLETENESS OF THE EXISTING INFORMATION RECORDED. THE CONTRACTOR 2. ALL REPLACEMENT FLUORESCENT LAMPS TO MATCH BUILDING STANDARD - SAME 2. EXTEND ALL STUDS AND WALL MATERIALS TO CONSTRUCTION ABOVE, UNLESS 2. FINAL INSPECTION BY FIRE DEPARTMENT IS REQUIRED - SCHEDULE 72 HOURS IN STATE AND LOCAL JURISDICTION CODE REQUIREMENTS. SHALL BE TO FACE OF CURB, FACE OF CONCRETE OR MASONRY, FACE OF FINISH = - SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT COLOR AND MANUFACTURER. OTHERWISE INDICATED. ADVANCE. OR CENTERLINE OF GRIDS. `'-' IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS THAT MIGHT ARISE IN THE 2. THE TERM "ARCHITECT" OR "DESIGNER" AS USED IN THESE DOCUMENTS REFERS � COURSE OF THE DEMOLITION WORK. 3. FIELD VERIFY EXISTING CEILING GRID LOCATION AND NOTIFY ARCHITECT OF ANY 3. ALL CONDUIT PIPING IN ELECTRICAL ROOM TO BE CONCEALED WITHIN THE WALL 3. THE PROJECT ADDRESS SHALL BE PROVIDED FOR ALL NEW AND EXISTINGTO WARE MALCOMB. 2. ALL VERTICAL DIMENSIONS SHOWN ARE FROM FLOOR SLAB, UNLESS OTHERWISE o0 ,< E DISCREPANCIES ON PLANS. CONSTRUCTION. BUILDINGS IN A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE NOTED. w U 2. VERIFY LOCATIONS OF EXISTING MECHANICAL, PLUMBING AND ELECTRICAL STREET OR ROAD FRONTING THE PROPERTY PER LOCAL FIRE DEPARTMENT 3. THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE LOCATE AND PROTECT UTILITIES TO REMAIN. DISCONNECT, REMOVE 4. WHERE DISCREPANCIES IN LOCATION OF LIGHT FIXTURES, AIR DIFFUSERS, GRILLES, 4. DOOR OPENINGS IN PARTITIONS NOT DIMENSIONED ARE TO BE LOCATED WITHIN 4" STANDARDS, CFC 505.1 RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCE ON 3. DIMENSIONS SHOWN IN FIGURES TAKE PRECEDENCE OVER DIMENSIONS SCALED O 3- UTILITIES. BACK TO NEAREST JUNCTION BOX OR PANEL, AS REQUIRED, AND CAP ETC. OCCUR ON THE ELECTRICAL ENGINEERING PLANS, THE ARCHITECTURAL OF ADJACENT PERPENDICULAR PARTITION. PROCEDURE, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH FROM DRAWINGS. LARGE SCALE DRAWINGS AND DETAILS TAKE PRECEDENCE OVER �- � 4- DESIGNATED UTILITIES WITHIN THE DEMOLITION AREA. REFER TO THE PLANS SHALL GOVERN. NOTIFY ARCHITECT OF ANY DISCREPANCIES FOR 4. AN UNOBSTRUCTED ALL-WEATHER FIRE APPARATUS ACCESS ROAD SHALL BE IN THE WORK, ALL OF WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE SMALLER SCALE DRAWINGS. Oo r MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFO. CLARIFICATIONS. 5. CONTRACTOR SHALL USE 3-5/8" METAL STUDS MINIMUM AT ALL PLUMBING PLACE PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING MATERIALS TO THE SITE. CONTRACTOR. � I+� 'r WALLS. CONTRACTOR TO VERIFY ACTUAL DEPTH REQUIRED, ANY DISCREPANCIES 4. THE TERM "ALIGN", AS USED IN THESE DOCUMENTS, SHALL MEAN TO w 3. ALL EXISTING BUILDING UTILITIES SHALL REMAIN IN OPERATION DURING 5. FIELD VERIFY ALL CLEARANCES OF DUCTS, PIPES, SPRINKLERS, ETC., AND NOTIFY SHALL BE REPORTED TO THE ARCHITECT. 5. FIRE PREVENTION WATER SERVICE SHALL BE IN SERVICE PRIOR TO DELIVERY OF 4. THE DESIGN ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, ACCURATELY LOCATE FINISHES IN THE SAME PLANE. 0 P4 0 CONSTRUCTION. PROVIDE REROUTING OF UTILITIES SERVING ADJACENT AREAS ARCHITECT OF ANY CONFLICTS PRIOR TO INSTALLATION OF LIGHTS, ETC. COMBUSTIBLE BUILDING MATERIALS TO THE SITE. cn THAT ARE TO MAINTAIN UNINTERRUPTED SERVICE. ANY TEMPORARY SUSPENSION TEMPORARY SUPPORTS, ETC. DURING DEMOLITION AND/OR CONSTRUCTION IS THE U !< r_ 6. USE WATER RESISTANT GYPSUM BOARD AT ALL AREAS SUBJECT TO MOISTURE OR SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY 5. "TYPICAL" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS a OF SERVICE SHALL BE COORDINATED AND APPROVED BY THE FACILITY MANAGER, 6. PLACEMENT OF LIGHT FIXTURES IN AREAS WHERE MAIN DUCTS MAY CAUSE WHERE TILE IS USED. 6. ACCESS GATES SHALL BE APPROVED PRIOR TO INSTALLATION AND SHALL BE IN THE STRUCTURAL ENGINEER OR ARCHITECT. THE SAME OR REPRESENTATIVE FOR ALL SIMILAR CONDITIONS THROUGHOUT, � cz NOT LESS THAN 24 HOURS IN ADVANCE. INTERFERENCE MUST BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. COMPLIANCE WITH LOCAL FIRE AUTHORITY. UNLESS NOTED OTHERWISE. m J 7. ALL PLUMBING WORK SHALL BE IN ACCORDANCE WITH LOCAL AND NATIONAL 5. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OF PLANS � 4. THE DEMOLITION PLAN KEYNOTES ARE DIAGRAMMATIC AND GENERAL IN NATURE. 7. CONDUIT ABOVE CEILING MUST BE A MINIMUM OF 12 ABOVE THE CEILING GRID. CODES. 7. FIRE EXTINGUISHING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH CFC FOR BID PURPOSES PRIOR TO THE ISSUANCE OF THE BUILDING PERMIT. 6. DETAILS ARE USUALLY KEYED AND NOTED "TYPICAL" ONLY ONCE, WHEN THEY b- THE INTENT IS TO ILLUSTRATE THE COMPLETE DEMOLITION OF THE SPACES 903 AND COMPLY WITH STANDARDS OF 903.3 FIRST OCCUR AND ARE REPRESENTATIVE OF ALL SIMILAR CONDITIONS O INDICATED UNLESS NOTED OTHERWISE. FIELD VERIFICATION OF EXISTING 8. NO COMBUSTIBLE MATERIALS SHALL BE USED IN THE PLENUM SPACE, INCLUDING 8. ALL HOT WATER LINES SHALL BE PROPERLY INSULATED. SEE PLUMBING6ALL WORK NOTED "N.I.C." OR "NOT IN CONTRACT" IS TO BE ACCOMPLISHED BY A THROUGHOUT, UNLESS NOTED OTHERWISE ``' CONDITIONS AND SPECIFIC QUANTITIES IS THE RESPONSIBILITY OF THE ALUMINUM FLEX, ALUMINUM CONDUIT, AND POT METAL CONNECTORS. DRAWINGS. 8. FIRE SPRINKLER SYSTEM . .S) SHALL MEET STATE & LOCAL FIRE CODES AND BE CONTRACTOR OTHER THAN THE GENERAL U CONTRACTOR AND IS NOT TO BE PART CONTRACTOR. PROVIDED TO PROTECT ENTIRE BUILDING INCLUDING PROJECTIONS OVER 4 FEET 0 9. ALL JUNCTION BOXES AND MECHANICAL EQUIPMENT REQUIRING ACCESS FOR 9. ALL PLUMBING CLEAN-OUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE. AND SPRAY BOOTH. OF THE CONSTRUCTION AGREEMENT. THE GENERAL CONTRACTOR SHALL 7. COLUMN CENTERLINES (GRID LINES) ARE SHOWN FOR DIMENSIONING PURPOSES. z 5. REMOVAL AND DISPOSAL OF DEMOLITION DEBRIS IS THE RESPONSIBILITY OF THE SERVICE SHALL BE LOCATED OVER ACOUSTICAL CEILINGS. NO ACCESS HATCHES CONTRACTOR SHALL COORDINATE ALL CLEAN-OUT LOCATIONS WITH EQUIPMENT, COORDINATE WITH "OTHER" CONTRACTORS PER REQUIREMENTS ESTABLISHED BY = M co CONTRACTOR. VERIFY THE HAULING ROUTE THROUGH THE BUILDING, THE SHALL BE INSTALLED IN GYPSUM BOARD CEILINGS WITHOUT PRIOR APPROVAL BY AND CABINETS. SUBMIT A PLAN OF ALL PROPOSED LOCATIONS TO ARCHITECT 9. FIRE SPRINKLER SYSTEMS) AND ALL CONTROL VALVES, INCLUDING EXTERIOR OWNER AND TENANT. o � It rn DEMOLITION STAGING AREA, AND THE LOCATION OF THE DUMPSTERS WITH THE ARCHITECT. (NO EXCEPTION) FOR APPROVAL PRIOR TO INSTALLATION. SHALL BE SUPERVISED BY A U.L. LISTED CENTRAL ALARM STATION OR PER INTERIOR / EXTERIOR NOTES: P OWNER PRIOR TO THE START OF DEMOLITION. DISPOSAL OF RUBBISH SHALL BE STALE & LOCAL FIRE CODES. 7. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE RESPONSIBLE FOR tt tt DONE IN A LEGAL MANNER. EXAMINING CONTRACT DOCUMENTS, FIELD CONDITIONS, AND CONFIRMING THAT 1. WHERE ELECTRICAL MECHANICAL AND/OR PLUMBING ITEMS, SUCH AS LIGHTS, = o " 10. ALL SPRINKLER HEADS AT HARD-LID CEILINGS ARE TO BE FULLY RECESSED AND 10. ALL MILLWORK SHALL CONFORM TO STATE & LOCAL WOODWORKING STANDARDS. , / o WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. IF � to � I NDOWNSPOUTS, ETC. ARE TO PENETRATE ANY BUILDING FOOTINGS ,� CONCEALED. HEADS ARE TO BE CENTERED BETWEEN LIGHTS IN A UNIFORM 10. ALL VALVES CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER DUCTS, PIPING, o � � 6. THE OWNER RESERVES THE RIGHT TO SALVAGE ANY DEMOLISHED ITEM. VERIFY THERE ARE ANY QUESTIONS REGARDING THESE OR OTHER COORDINATION ITEMS, •E, � a ARCHITECTURAL PATTERN. G.C. TO PROVIDE A SUBMITTAL WITH SPRINKLER HEAD 11. FIELD MEASURE AS REQUIRED FOR ALL MILLWORK CONDITIONS PRIOR TO SYSTEMS AND WATER-FLOW SWITCHES ON ALL SPRINKLER SYSTEMS SHALL BE SLABS, FLOORS, STRUCTURAL FRAMING, WALL PARTITIONS, CEILINGS, ETC., IT IS N ITEMS TO BE SALVAGED WITH THE OWNER PRIOR TO THE START OF DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE °' � °' ° \ N LOCATIONS FOR ARCHITECT'S APPROVAL PRIOR TO INSTALLATION. FABRICATION. ELECTRICALLY MONITORED WHERE THE NUMBER OF SPRINKLERS IS 20 OR MORE. REQUIRED THAT AN APPROPRIATELY SIZED OPENING OR CLEARANCE BE w c ,5 rn m REMOVE, PROTECT, CLEAN, REPAIR FOR REUSE AND TURN OVER SUCH ITEMS AS CFC 903.4 ARCHITECT BEFORE PROCEEDING WITH WORK IN QUESTION OR RELATED WORK. FURNISHED. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL ITEMS m 'oo ° a d' DIRECTED BY THE OWNER. 11. ALL HARD-LID CEILINGS ARE TO BE INSTALLED WITH LINEAR DIFFUSERS. G.C. TO 12. PROVIDE AND INSTALL ALL NECESSARY WALL BACKING, STIFFENERS, BRACING, WITH THE CONSTRUCTION DOCUMENTS PRIOR TO THE INSTALLATION OF -i �' 'r o � v v `� N 8. CONTRACTOR SHALL MAINTAIN RECORD DOCUMENTS OF CONSTRUCTION CHANGES STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WORK. ANY CONFLICT OR ¢ m �'' o � In N N PROVIDE A SUBMITTAL WITH ALL LINEAR DIFFUSER LOCATIONS PRIOR TO BACK-UP PLATES AND/ OR SUPPORTING BRACKETS AS REQUIRED FOR THE 11. ELECTRICAL SUBCONTRACTORS TO INSTALL WIRING FOR FIRE SPRINKLER, ALARM " = tt 5 s~ o, 7. IN ORDER TO INSTALL SOME OF THE NEW WORK (INCLUDING, BUT NOT LIMITED INSTALLATION. INSTALLATION OF WALL-MOUNTED OR SUSPENDED EQUIPMENT OR BUILT-IN ITEMS. BELL AND TELEPHONE WARNING AS REQUIRED BY FIRE DEPARTMENT. ("AS-BUILT DRAWINGS ) AND SHALL PROVIDE SAID DOCUMENTATION TO THE DISCREPANCY WITHIN CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE N m K .5a M u � in P, � TO MECHANICAL, PLUMBING OR ELECTRICAL) IT WILL BE NECESSARY FOR THE VERIFY REQUIREMENTS WITH MANUFACTURERS PRIOR TO INSTALLATION. SUPPLY ARCHITECT UPON COMPLETION OF CONSTRUCTION - NO EXCEPTION ALLOWED. ARCHITECT'S ATTENTION FOR CLARIFICATION. CONTRACTOR AND HIS SUBCONTRACTORS TO REMOVE AND REPLACE (OR 12. LOCATE RECESSED DOWN LIGHTS, WALL WASHERS, SMOKE DETECTORS, EXIT SIGNS, CATALOG CUT SHEETS FOR ARCHITECT'S APPROVAL. 12. INSTALLATION OF FIRE ALARM SYSTEMS SHALL BE IN ACCORDANCE WITH CFC g THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE TO COORDINATE WITH ALL V � REFINISH) EXISTING WALLS, FLOORS, OR CEILING IN THE AREAS OF THE BUILDING SPEAKERS, FIRE SPRINKLERS, ETC. IN CENTER OF 24"x24" CEILING TILES OR IN 907• 2. CONTRACTOR, ALONG WITH MECHANICAL CONTRACTOR, SHALL PROVIDE AND w SUBCONTRACTORS PER REQUIREMENTS ESTABLISHED BY OWNER, TENANT, OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL INCLUDE ALL RELATED CENTER OF 24"x24" PORTION OF 24"x48" CEILING TILES UNLESS OTHERWISE 13. PROVIDE AND INSTALL ALL NECESSARY ELECTRICAL CONNECTIONS AND PLUMBING LOCATE ACCESS DOORS/PANELS IN WALL & CEILING CONSTRUCTION AS REQUIRED v ; ;,,r ,,.. .. __.�_�,.,p,. . ,.;,, , COSTS IN HIS BASE BID, WHETHER SHOWN ON THESE PLANS OR NOT. NOTED. SUPPLY, FITTINGS & CONNECTORS TO COMPLETE INSTALLATION OF APPLIANCES & 13. COMPLETE PLANS AND SPECIFICATIONS FOR ALL FIRE EXTINGUISHING SYSTEMS, BOTH, WHICH ARE UNDER SEPARATE CONTRACT WITH THE OWNER, OR TENANT, TO PROVIDE ACCESS TO MECHANICAL, FIRE SPRINKLER, PLUMBING & ELECTRICAL c2 EQUIPMENT INDICATED ON PLAN. VERIFY REQUIREMENTS WITH MANUFACTURERS INCLUDING AUTOMATIC SPRINKLERS AND WET AND DRY STANDPIPES, HALON OR BOTH. WORK. CONTRACTOR SHALL SUBMIT A PLAN OF ALL PROPOSED ACCESS PANEL III 8. PROTECT ADJACENT SPACES NOT SCHEDULED FOR DEMOLITION. PATCH AND 13. PROVIDE SWITCHES AND LIGHT SENSORS FOR OPEN AREAS AND PRIVATE OFFICES. PRIOR TO INSTALLATION. SUPPLY CATALOG CUT SHEETS FOR ARCHITECT'S SYSTEMS, AND OTHER SPECIAL TYPES OF AUTOMATIC FIRE-EXTINGUISING• LOCATIONS TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. � CT ' �IBASEMENT PIPE INLETS; AND OTHER FIRE PROTECTION SYSTEMS AND 10. THE STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, OTHER DRAWINGS, AND Q 'REPAIR DAMAGED FINISHES, ITEMS AND FIXTURES TO REMAIN AND/OR REPLACE ACTUAL LOCATION OF ALL SWITCHES TO BE DETERMINED BY ELECTRICAL APPROVAL. JOB SPECIFICATIONS ARE SUPPLEMENTARY TO ARCHITECTURAL CONSTRUCTION &-�, o IN KIND TO MATCH EXISTING FROM DAMAGE DURING THE PROGRESS OF THE ENGINEER. APPURTENANCES HERETO SHALL BE SUBMITTED TO FIRE AND LIFE SAFETY FOR 3. ALL PENETRATIONS AT RATED CONSTRUCTION SHALL BE PROTECTED TO MAINTAIN w DRAWINGS. ANY DISCREPANCY BETWEEN THESE DOCUMENTS SHALL BE t z �� WORK. PROVIDE TEMPORARY SAFETY BARRIERS REQUIRED BY CODE AND AS 14. EXACT LOCATION OF FIRE EXTINGUISHER CABINETS TO BE CONFIRMED WITH REVIEW AND APPROVAL PRIOR TO INSTALLATION. CFC 901.2 RATING. N oc IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION. o INDICATED TO INSURE PUBLIC SAFETY AND TO ALLOW BUILDING OCCUPANCY. 14. WHERE EXIT SIGNS ARE REQUIRED PER STATE & LOCAL CODES, THEY SHALL BE ARCHITECT BEFORE INSTALLATION. PROVIDE ADDITIONAL FIRE EXTINGUISHERS & coo CONTRACTOR TO SUBMIT FOR APPROVAL, BARRIER LOCATIONS, AND METHOD OF ILLUMINATED PER SAID CODES AND THE NEC. LOCATIONS SHALL BE CABINETS AS REQUIRED BY THE FIRE DEPARTMENT FIELD INSPECTORS. 14. LOCATIONS AND CLASSIFICATIONS OF FIRE EXTINGUISHERS SHALL BE IN 11. THE INTENT OF DRAWINGS AND SPECIFICATIONS IS TO INCLUDE ALL LABOR, 4. WHERE OCCURS, CONTRACTOR SHALL PATCH ANY EXISTING WALLS AND/OR A a CONSTRUCTION TO THE ARCHITECT PRIOR TO INSTALLATION. COORDINATED WITH THE ARCHITECT. ACCORDANCE WITH STATE & LOCAL FIRE CODES AND PLACEMENT IS SUBJECT TO MATERIALS AND SERVICES NECESSARY FOR THE COMPLETION OF ALL WORK CEILINGS AS NEEDED TO REFURBISH THE LEASE SPACE AND REPAIR ALL = a 15. CONTRACTOR TO VERIFY LOCATION OF ALL THERMOSTATS WITH ARCHITECT PRIOR THE APPROVAL OF THE FIRE INSPECTOR. VERIFY QUANTITY & EXACT LOCATION SHOWN DESCRIBED OR REASONABLY IMPLIED BUT NOT LIMITED TO THAT DAMAGES CAUSED BY CONTRACTOR. � 9. NO STRUCTURAL ELEMENTS ARE INCLUDED IN THIS SCOPE OF WORK. 15. PROVIDE BACK-UP POWER FOR EXIT SIGNS PER STATE & LOCAL CODES. TO INSTALLATION. FROM FIRE DEPARTMENT PRIOR TO ORDERING. EXPLICITLY INDICATED IN THE CONTRACT DOCUMENTS. o VA. "Is 5. INTERIOR WALLS AND CEILINGS SHALL BE INSTALLED IN ACCORDANCE TO STATE & n 11 10. PROVIDE DUST BARRIERS AROUND OPENINGS, TO AND FROM THE CONSTRUCTION 16. THE MEANS OF EGRESS TRAVEL SHALL BE ILLUMINATED AT ANY TIME THE 16. ALL EXITS SHALL HAVE EXIT SIGNS AND ALL BLIND CORRIDOR TURNS SHALL 15. AT LEAST ONE (1) FIRE EXTINGUISHER WITH A MINIMUM RATING OF 2-A-10B:C LOCAL CODES, INCLUDING REQUIREMENTS FOR FLAME SPREAD AND SMOKE o ��J . S 12. INSTALL ALL MANUFACTURED ITEMS MATERIALS AND EQUIPMENT IN STRICT AREA. PROVIDE ALL MEANS NECESSARY TO INHIBIT DUST FROM ENTERING BUILDING IS OCCUPIED WITH A LIGHT INTENSITY OF NOT LESS THAN 1 HAVE DIRECTIONAL EXIT SIGNS. SHALL BE PROVIDED WITHIN 75 FEET MAXIMUM TRAVEL DISTANCE FOR EACH ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS, UNLESS NOTED DENSITY RATINGS FOR FINISH MATERIALS. U- , OTHER PORTIONS OF THE FACILITY. SUBMIT BARRIER LOCATIONS TO THE FOOT-CANDLE AT THE FLOOR LEVEL. 6,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR. CFC 906.1 OTHERWISE. > ARCHITECT FOR APPROVAL, PRIOR TO INSTALLATION. 17. PREPARE ALL FLOOR SURFACES AS REQUIRED TO RECEIVE FINISHES AS NOTED 6. WHEN USED, ALL NOISE BARRIER BATTS (SOUND INSULATION) AND INSULATION -%"'---•'�""'-� -_ ,4 ~" 17. EMERGENCY LIGHTING SHALL BE 2 SEPARATE SOURCES OF POWER AND SHALL ON FINISH PLAN, ENLARGED FINISH PLANS & FINISH LEGEND. 16. STORAGE, DISPENSING OR USE OF ANY FLAMMABLE AND COMBUSTIBLE LIQUIDS, BATTS SHALL BE NON-COMBUSTIBLE AND SHALL NOT CONTAIN OR UTILIZE m ( ) 13. ANY WORK INSTALLED IN CONFLICT WITH THE CONSTRUCTION DRAWINGS WITHOUT 11. PROVIDE ADEQUATE SHORING, BRACING, BARRICADES AND PROTECTIVE MEASURES COMPLY WITH THE NEC. FLAMMABLE AND COMPRESSED GASES, AND OTHER HAZARDOUS MATERIALS SHALL OZONE DEPLETING COMPOUNDS. J AS REQUIRED TO SAFELY EXECUTE THE WORK IN THE CONSTRUCTION AREA AND 18. UNLESS OTHERWISE NOTED, ALL GYPSUM BOARD SURFACES, WALLS, AND CEILINGS COMPLY WITH STATE & LOCAL FIRE CODES. THE STORAGE AND USE OF THE PRIOR APPROVAL OF THE OWNER AND THE ARCHITECT SHALL BE CORRECTED J THE AREAS ADJACENT TO THE CONSTRUCTION AREA. CEASE OPERATIONS AND SHALL BE TAPED, SANDED SMOOTH TOA "LEVEL 4" FINISH, SO AS TO RECEIVE HAZARDOUS MATERIALS SHALL BE APPROVED BY THE FIRE AUTHORITY PRIOR TO AT THE CONTRACTOR'S EXPENSE. 7. ALL NEW CONSTRUCTION MATERIALS SHALL BE 100 ASBESTOS-FREE. V)NOTIFY THE ARCHITECT IMMEDIATELY IF THE STRUCTURE APPEARS TO BE PAINT OR WALL COVERING MATERIAL. ANY MATERIALS BEING STORED OR USED ON SITE. A SEPARATE PLAN SUBMITTAL 14. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY ENDANGERED. DO NOT RESUME OPERATIONS UNTIL CORRECTIVE MEASURES HAVE IS REQUIRED PRIOR TO THE STORAGE AND USE OF HAZARDOUS MATERIALS. SPECIFIED MATERIALS OR EQUIPMENT WHICH ARE EITHER UNAVAILABLE OR THAT z BEEN TAKEN. 19. PROVIDE SOUND INSULATION AT PERIMETER WALLS OF RESTROOMS, LOBBY, WILL CAUSE A DELAY IN THE CONSTRUCTION COMPLETION SCHEDULETHE JOB SITE NOTES: Z STAIRS, AND ACROSS CEILING OF RESTROOMS TO CREATE AN ACOUSTIC 17. BUILDING(S) NOT APPROVED FOR HIGH-PILED STOCK (MATERIALS IN CLOSELY . 12. CONTRACTOR SHALL MAINTAIN REQUIRED MEANS OF EGRESS AND ENSURE THAT ENVELOPE, UNLESS NOTED OTHERWISE. CONTRACTOR SHALL SUBMIT CONFIRMATIONS OF DELIVERY DATES FOR ORDERS OF PACKED PILES OR ON PALLETS, OR IN RACKS WHERE THE TOP OF STORAGE Ln 0 EXIT ROUTES ARE SIGNED, LIGHTED AND PROTECTED IN ACCORDANCE WITH CODE EXCEEDS 12 FEET IN HEIGHT, AND 6 FEET FOR GROUP "A" PLASTICS AND MATERIALS AND EQUIPMENT HAVING LONG LEAD TIMES. 1. WHERE EXISTING TENANTS/BUSINESSES ARE ADJACENT TO THE JOB SITE/TENANT, w THE CONTRACTOR SHALL MINIMIZE CONSTRUCTION NOISE - EXTREME NOISE REQUIREMENTS. RELOCATE EXISTING AND/OR PROVIDE SMOKE PROTECTORS AND CERTAIN OTHER HIGH-HAZARD COMMODITIES). HIGH-PILED STOCK SHALL BE 15. ALL REQUESTS FOR SUBSTITUTIONS OF ITEMS SPECIFIED SHALL BE SUBMITTED IN CONSTRUCTION SHALL OCCUR AT NON-TYPICAL BUSINESS HOURS. CONTRACTOR o LIFE SAFETY EQUIPMENT FOR ADEQUATE COVERAGE. APPROVED BY THE FIRE AUTHORITY PRIOR TO MATERIALS BEING STORED ON SITE. WRITING AND WILL BE CONSIDERED ONLY IF BETTER SERVICE FACILITIES, A MORE SHOULD NOTIFY BUILDING REPRESENTATIVE OF SPECIAL CIRCUMSTANCES IN o A SEPARATE PLAN SUBMITTAL IS REQUIRED FOR HIGH-PILED STORAGE IN ADVANTAGEOUS DELIVERY DATE, OR A LOWER PRICE WITH CREDIT TO THE OWNER ADVANCE PRIOR TO WORK. -i . 13. PROVIDE TEMPORARY NON-COMBUSTIBLE CONSTRUCTION BARRIERS WHERE ACCORDANCE WITH STATE & LOCAL FIRE CODES. / TENANT WILL BE PROVIDED WITHOUT SACRIFICING QUALITYFUNCTION. UNDER NO CIRCUMSTANCES WILL THE ARCHITECT BE REQUIRED TO, APPEARANCE, AND < Q REQUIRED BY CODE AND THE GOVERNING FIRE AUTHORITY. MINIMUM 2. THE CONTRACTOR AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT AND U) REQUIREMENTS: 18. A LETTER OF INTENDED USE MAY BE REQUIRED BY THE FIRE INSPECTOR. SURROUNDING AREA FREE FROM DUST AND DEBRIS. THE WORK SHALL BE IN Of PROVE THAT A PRODUCT PROPOSED FOR SUBSTITUTION IS OR IS NOT OF EQUAL w QUALITY TO THE PRODUCT SPECIFIED. CONFORMANCE WITH THE AIR AND WATER POLLUTION CONTROL STANDARDS AND o J A. FULL HEIGHT WALL FROM FLOOR TO CEILING. 19. DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDENT REGULATIONS OF THE STATE DEPARTMENT OF HEALTH. ujM B. STUDS AT 24" O.C., WITH 5/8" TYPE 'X' GYPSUM BOARD. CONDITION. CFC 804 W 16. PROJECT SPECIFICATIONS ARE AN INTEGRAL PART OF THESE PLANS - z C. NON-COMBUSTIBLE ACCESS DOOR WITH 3 HINGES AND SPRING CLOSER. SUBSTITUTIONS FOR SPECIFIED MATERIALS REQUIRE THE WRITTEN APPROVAL FROM 3. CONSTRUCTION DEBRIS AND WASTES SHALL BE DEPOSITED AT AN APPROPRIATE o 20. AN APPROVED AUDIBLE SPRINKLER FLOW ALARM SHALL BE PROVIDED ON THE THE ARCHITECT. SITE. THE CONTRACTOR SHALL INFORM THE BUILDING REPRESENTATIVE OF THE � - W Z 14. SURVEY EXISTING FLOORS AND CLEARLY MARK ON FLOOR SURFACE THE EXTERIOR OF THE BUILDING IN AN APPROVED LOCATION. CFC 903.4.2 LOCATION OF DISPOSAL SITES. w Q O LOCATIONS OF ALL BEAMS AND JOISTS. MARK ALL CORE DRILL PENETRATIONS 17. UNLESS OTHERWISE NOTED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR wOf to AND RECEIVE STRUCTURAL ENGINEER'S APPROVAL PRIOR TO DRILLING CONCRETE. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE GENERAL CLEANING OF THE JOB w V SHALL SUBMIT ONE (1) SET OF SHOP DRAWINGS. SHOP DRAWINGS SHOULD AFTER ITS COMPLETION. WHERE APPLICABLE CLEANING SHALL INCLUDE BUT Q ■ Lu INCLUDE DETAILED FABRICATION AND ERECTION DRAWINGS SETTING DRAWINGS � ` ` 15. CUT RIGID MATERIALS USING MASONRY SAW OR CORE DRILL. PNEUMATIC TOOLS NOT BE LIMITED TO, THE EXTERIOR AND THE INTERIOR OF THE BUILDING, THE v DIAGRAMMATIC DRAWINGS, AND MATERIAL SCHEDULES. LOCATION AND J � ARE NOT ALLOWED WITHOUT PRIOR APPROVAL. PATH OF TRAVEL TO THE JOB SITE, PARKING LOTS, ELEVATORS, LOBBIES, AND J ORIENTATION OF ALL ITEMS SHOULD BE CLEARLY INDICATED. BEGIN FABRICATION Q , . coV J CORRIDOR CARPETS. _ 16. ALL CORE DRILLING OR OTHER NOISY WORK SHALL BE SCHEDULED 48 HOURS IN OF SHOP ITEMS AFTER RECEIVING ARCHITECT'S OR DESIGNER'S APPROVAL OF cn ADVANCE WITH THE OWNER. SHOP DRAWINGS. 5. THE CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION, WHERE REQUIRED z Q 11 18. THE ARCHITECT'S REVIEW OF SHOP DRAWINGS SHALL NOT RELIEVE THE GENERAL PER STATE AND LOCAL CODES. o U 17. APPLY CEMENT BASE FLOOR PATCH AS REQUIRED TO FILL DINGS, NAIL HOLES, Z CHIPS AND CRACKS. CONTRACTOR OR SUBCONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS FROM 6. IF TRENCHES OR EXCAVATIONS 5'-O" OR MORE IN DEPTH ARE REQUIRED, OBTAIN � an� THE DRAWINGS OR SPECIFICATIONS UNLESS HE HAS, IN WRITING, AND BROUGHT ISSUANCE OF A BUILDING OR GRADING PERMIT. o ' 3: (D 18. AT FLOOR AREAS SCHEDULED TO RECEIVE NEW FLOOR COVERING, REMOVE FINISH NOTES POWER & SIGNAL NOTES GLAZING NOTES TO THE ATTENTION OF THE ARCHITECT SUCH DEVIATIONS AT THE TIME OF THE z w EXISTING FLOOR COVERING AND PREPARE SUBSTRATE FOR NEW FLOOR COVERING SUBMISSION, NOR SHALL IT RELIEVE HIM (GENERAL CONTRACTOR) FROM 7. NO HAZARDOUS MATERIALS SHALL BE USED OR STORED WITHIN THE BUILDING � r (oPER SPECIFICATIONS AND MANUFACTURER'S REQUIREMENTS. RESPONSIBILITY FOR ERRORS OF ANY SORT IN THE SHOP DRAWINGS. WHICH DOES NOT COMPLY WITH THE LOCAL FIRE AUTHORITY AND STATE & 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL COUNTY REQUIREMENTS. r 19. AT ABANDONED PENETRATIONS OF FIRE RATED WALLS, CEILING OR FLOOR 1. NO FINISH SUBSTITUTIONS MAY BE MADE UNLESS APPROVED BY ARCHITECTCOORDINATE TELEPHONE DATA INSTALLATION WITH APPROPRIATE 1. EACH LIGHT SHALL BEAR THE MANUFACTURER'S LABEL DESIGNATING THE TYPE REQUIRED BUILDING PERMITS PRIOR TO STARTING CONSTRUCTION. 0° co . 1. TELEPHONE/ DATA COMPLETELY SEAL VOIDS WITH FIRE RATED MATERIAL TO FULL 8. CONTRACTOR SHALL BE RESPONSIBLE FOR BLOCKING OFF SUPPLY AND RETURN o O THICKNESS OF THE PENETRATED ELEMENT. ALL PATCHING OF EXISTING WORK TO SUB-CONTRACTOR. AND THICKNESS OF THE GLASS. AIR GRILLES, DIFFUSERS & DUCTS TO KEEP DUST FROM ENTERING INTO BUILDING 9 2. APPLICATION OF CONTROLLED INTERIOR FINISHES SHALL BE IN CONFORMANCE 20. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, THE APPLICANT SHALL HAVE Q Q REMAIN SHALL MATCH FINISH PER SCHEDULE OR WHERE UNSCHEDULED TO WITH STATE & LOCAL CODES. 2. ALL EXISTING ELECTRICAL DEVICES ARE TO REMAIN, UNLESS NOTED OTHERWISE. 2. GLASS SHALL BE FIRMLY SUPPORTED ON ALL FOUR EDGES. EVIDENCE OF CURRENT WORKMAN'S COMPENSATION INSURANCE COVERAGE ON AIR DISTRIBUTION SYSTEMS. :2MATCH EXISTING FINISHES TO REMAIN, AND SHALL MEET OR EXCEED FIRE RATING w r FILE WITH THE STATE LABOR DEPARTMENT IN COMPLIANCE WITH CURRENT LABORg, BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION OR DEMOLITION SHALL BE o✓ INDICATED ON FLOOR PLAN AND AS REQUIRED BY THE FIRE/LIFE SAFETY 3. DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT 3. ALL OUTLETS TO BE INSTALLED AT LOCATIONS SHOWN BY DIMENSIONS ON THE 3. FIELD MEASURE ALL OPENINGS PRIOR TO FABRICATION. CODES. DONE SO IN ACCORDANCE WITH STATE & LOCAL CODES. 3- INSPECTOR. CONDITION. POWER & SIGNAL PLAN. DIMENSION ALL OUTLETS FROM THE CENTERLINE OF THE Fz 20. COORDINATE EXISTING SPRINKLER LINE AND HEAD LOCATION WITH NEW PLAN. OUTLET BOX. NON-DIMENSIONED OUTLETS ARE TO LOCATED AT THE NEAREST 4. ALL GLAZING WITHIN A 24" ARC OF EITHER EDGE OF A DOOR AND WITHIN 60" OF 21. PROVIDE CONTINUOUS INSPECTIONS AS SET FORTH IN STATE AND LOCAL CODES SUBMIT SPRINKLER SHOP DRAWINGS TO ARCHITECT FOR REVIEW WITH THE CITY 4. SUBMIT THE FOLLOWING SAMPLES FOR ARCHITECT'S APPROVAL: WALL STUD. THE FLOOR SHALL BE TEMPERED. AND PER CONTRACT DOCUMENTS AS NEEDED. A. THREE (3) 12" X 12" SAMPLES FOR ALL PAINT, VINYL AND FABRIC FINISHES z FIRE DEPARTMENT. w AND COLORS APPLIED TO A SUBSTRATE WHICH IS REPRESENTATIVE OF THE 4. WHEN OUTLETS ARE GROUPED TOGETHER (2 OR MORE), THEY ARE TO BE SPACED 5. ALL GLASS SHALL COMPLY WITH THE REQUIREMENTS OF STATE AND LOCAL 22. PRIOR TO THE ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY FOR THIS :� 21. CONTRACTOR IS RESPONSIBLE FOR BUILDING SECURITY DURING DEMOLITION SURFACE TO BE FINISHED. SUBMIT PAINT SAMPLES FROM THE PAINT LOT OR NO MORE THAN 2" APART. CODES. PROJECT, THE GENERAL CONTRACTOR SHALL SUBMIT A SIGNED CERTIFICATE TO w PHASE. PROTECT ALL OPENINGS FROM WEATHER CONDITIONS AND SECURE THEM LOTS INTENDED FOR APPLICATION. THE DEPARTMENT OF BUILDING AND SAFETY STATING THAT ALL WORK HAS BEEN CD TO PREVENT VANDALISM. 5. ALL NEW WALL MOUNTED 15, 20, AND 30 AMP RECEPTACLES OUTLETS TO BE PERFORMED AND MATERIALS INSTALLED ACCORDING TO THE PLANS AND Q B. ONE (1) 24" X 24" MOCK-UP WITH SAMPLE SEAM (CENTERED) OF ALL CENTERED AT +18" A.F.F., U.N.O. SPECIFICATIONS AFFECTING NON-RESIDENTIAL ENERGY. m 22. DO NOT PERFORM ANY WORK THAT WILL VOID WARRANTIES OF EXISTING FABRIC AND VINYL FINISHES AND COLOR. WEATHER EXPOSED OR MOISTURE RESISTANT ELEMENTS WITHOUT PRIOR 6. ALL TELEPHONE AND DATA CABLE TO BE TEFLON COATED PLENUM RATED CABLE, w APPROVAL FROM THE OWNER. C. THREE (3) 12" X 12" SAMPLES OF ALL FLOOR COVERING. SUPPORTED INDEPENDENTLY FROM SUSPENDED CEILING SYSTEM. CABLING TO BE w U, SUPPLIED BY TENANT; ALL PULLS AND TERMINATIONS BY GENERAL CONTRACTOR. z 23. ARCHITECT ASSUMES NO RESPONSIBILITY RELATING TO ANY TOXIC MATERIALS, D. SUBMIT ACTUAL CUTTINGS OF EACH PRODUCT FOR COLOR/QUALITY CONTROL. INCLUDING ASBESTOS, AND ASSUMES NO RESPONSIBILITY TO ITS EXISTENCE OR 7. LOCATIONS OF FURNITURE POWER FEEDS SHALL ACCOMMODATE CIRCUITS AND w REMOVAL. THE OWNER WILL TAKE ACTION FOR DIRECTLY CONTRACTING WITH A 5. WHERE MATERIALS ARE NOT RETURNABLE, SUBMIT SAMPLES TO ARCHITECT WIRE PER ELECTRICAL DRAWINGS. TENANT SHALL BE RESPONSIBLE FORctf Y o - CONSULTANT OR SPECIALIST, LICENSED BY THE STATE, FOR SUCH SERVICES BEFORE PLACING FULL ORDERS. PROVIDING FURNITURE POWER FEED, GENERAL CONTRACTOR SHALL INSTALL THE bi0� w SHOULD THOSE SERVICES BE REQUIRED ON THE PROJECT. POWER FEED. o 2E Z 6. SUBMIT SEAMING PLAN FOR CARPET TO ARCHITECT FOR APPROVAL PRIOR TOui� CARPET ORDER. 8. WHERE DEDICATED ELECTRICAL OUTLETS ARE NOTED WITHIN THE FURNITURE = w PANEL SYSTEM, THE PANEL SYSTEM SHALL ACCOMMODATE THIS REQUIREMENT. DOORN 7. NOTIFY ARCHITECT IMMEDIATELY OF ITEMS WITH LONG LEAD TIMES. o -169. FLOOR OUTLETS ARE ACCEPTABLE NEXT TO SLIDING PANELS/WALLS AND OTHER o w 8. ALL PAINT FINISH OF METAL PARTS OF DOORS, HANDRAILS, PERIMETER SPECIAL CONVENIENT LOCATIONS. v� ENCLOSURES, ETC., SHALL BE SEMI-GLOSS, UNLESS OTHERWISE NOTED. 10. WHERE ELECTRICAL WORK IS SPECIFIED IN CONJUNCTION WITH CABINET WORK, m 1. VERIFY THAT ALL DOORS AND DOOR HARDWARE MEET THE REQUIREMENTS OF ALL 9• WHERE PAINT COLORS CHANGE, CORNERS ARE TO BE CUT-IN FREE OF LAMPS AND FIXTURES ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR. �_ W N GOVERNING CODES & STANDARDS. NOTIFY THE ARCHITECT IMMEDIATELY IN CASE OVERLAPPING. oz W w OF DISCREPANCY. 11. CUT-OUTS FOR SWITCHES, OUTLETS, ETC. AS REQUIRED BY THE CABINET J �- o T 10. PRIOR TO THE INSTALLATION OF WALL COVERINGS, SURFACES SHALL BE CONTRACTOR ARE TO BE COORDINATED WITH THE ELECTRICAL CONTRACTOR, Q O M 2. FIELD MEASURE, AS REQUIRED, ALL DOORS PRIOR TO FABRICATION. PROPERLY PREPARED WITH SEALER PER MANUFACTURER'S RECOMMENDATIONS. U.N.O. ALL RECEPTACLES WHERE MILLWORK OCCURS SHALL BE LOCATED PER = Z ELEVATIONS OF THE MILLWORK ITEM IN QUESTION. 3. PROVIDE A SIGN ON OR NEAR THE MAIN EXIT DOOR READING, 'THIS DOOR TO 11. CONTRACTOR TO VERIFY CONDITION AND LEVEL OF FLOOR SO AS TO RECEIVE = REMAIN UNLOCKED DURING BUSINESS HOURS". NEW FINISHES WITHOUT BOWING AT FLOOR OR WALL BASE. CONTRACTOR IS 12. ALL WALL COVER PLATES SHALL BE WHITE, UNLESS BUILDING STANDARD IS m Q RESPONSIBLE FOR ALL FLOOR PREPARATION. DIFFERENT, MATCH BUILDING STANDARD. o < � 3. 4. LATCHING AND LOCKING DOORS THAT ARE HAND OPERATED SHALL BE OPERABLE J W ~ m -012. ALL CARPETING SHALL BE INSTALLED WITH GLUE DOWN METHOD, UNLESS NOTED 13. ALL SEPARATE CIRCUIT RECEPTACLES TO BE ORANGE COLOR WITH BUILDING Q � � WITH A SINGLE EFFORT WITHOUT REQUIRING THE ABILITY TO GRASP THE Z m V)OTHERWISE. STANDARD COLOR COVER PLATE. :2 = w Q HARDWARE (LEVER OR PUSH TYPE). VERIFY CONDITION AT EXISTING DOORS. m uJ J C/) Of 5. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED THE FOLLOWING PER 13. WHERE FLOOR-MOUNTED OUTLETS ARE REQUIRED ON CARPETED AREA, CUT � � � w w o THE REQUIREMENTS OF THE ADA: CARPET IN AN "X" OVER FLOOR HOLE AND INSTALL CARPET OVER TOP. DO NOT ,L Q J : cn : - INTERIOR DOORS - 5 POUNDS Ln j TRIM CARPET. CI ,- XQa �- c„ aoQo U W J J � � w z Z u - EXTERIOR DOORS - 5 POUNDS = F_ '- - w °- in w Fn i 14. ALL V.C.T. TO BE INSTALLED WITH FULL TILE FROM VINYL THRESHOLD STRIP AND 2 �_ �= m = o > o > a - FIRE DOORS - 15 POUNDS � � = w w a FULL TILE FROM WALL ADJACENT TO DOOR SWING, U.N.O. � m m cn z c° W c') Of ___ 6. RATED DOORS SHALL COMPLY WITH REQUIREMENTS OF ALL GOVERNING CODES & O "' "' z Z o z o z � 15. PROVIDE AND INSTALL SPECIFIED BASE FOR ALL AREAS TO RECEIVE FLOORING. v r r w Q J w J w a STANDARDS. o t= t= = J z U U Ua- 07 U m V ~ 7. ALL HARDWARE TO BE LEVER-TYPE PER STATE OF ALL GOVERNING CODES & 16. CONTRACTOR SHALL PROVIDE PRE-FORMED RUBBER BASE CORNERS. DO NOT Q I CUT OR BEND STRAIGHT BASE TO MAKE CORNERS. STANDARDS AND THE ADA. � N N N N N N N N o- W Q N O N N 6 " 17. MILLWORK LOWER CABINETS ARE NOT TO RECEIVE WALL BASE UNLESS INDICATED = 8. OPENING HARDWARE IS TO BE CENTERED BETWEEN 30 AND 44 ABOVE FINISH o o o o FLOOR. CONTRACTOR TO VERIFY EXISTING CONDITIONS AND MATCH NEW. ON FINISH PLANS. a_ o 0 0 0 0 0 0 Li 9. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. 18. FLOOR FINISHES TO CONTINUE UNDERNEATH "OPEN FLOOR" AREAS OF MILLWORK, 0o INCLUDING SINK AREA AND AT ALL UNDER-COUNTER EQUIPMENT AREAS WHICH I 10. PROVIDE WEATHER SEALS ON ALL EXTERIOR DOORS PER ANSI STANDARDS. ARE OPEN TO THE FLOOR. Q 0 11. CONTRACTOR IS RESPONSIBLE TO COORDINATE & VERIFY ALL DOOR FRAME o PA/PM: A. CATALDO N THROAT THICKNESS' FOR EACH LOCATION. a DRAWN BY: F.T.M. / M.H. U 0 12. ALL DOOR FRAMES TO BE FACTORY FINISHED. w JOB NO.: SNR12-0011-00 6 13. ALL DOOR STOPS TO HAVE 2x6 BACKING IN THE WALL BEHIND. 0 0 14. MAXIMUM UNDERCUT OF ALL DOORS NOT IN A RATED CORRIDOR SHALL NOT z SHEET _ EXCEED 1/2" ABOVE FINISH FLOOR SURFACEC-D . cn z 115. CONTRACTOR SHALL REFINISH ANY BLEMISHED DOOR OR REPLACE SAID DOOR IF Q `V NOT ABLE TO REFINISH TO "AS NEWCONDITION. 0-1 co o A002 -0 Li o cn w 11 I _ - --------------- -- -------- __ ----___ ----_____ ---------___ .------- ----- ___ CAUTION : IF THIS SHEET {S ---NOT 30x42_lT_lS A REDUCED PRINT - N Y .. 3: ACCESSIBLE ROUTES ACCESSIBLE MEANS OF EGRESS SIGNS & NOTIFICATION FOR THE HEARING IMPAIRED SIGNS & NOTIFICATION FOR THE HEARING IMPAIRED (cont.) - cr_ PULL SIDE 0 + 1 r---" � I I >_ I I I 1. ACCESSIBLE ROUTES WITHIN THE SITE SHALL BE PROVIDED FROM PUBLIC TRANSPORTATION STOPS, 1. ACCESSIBLE MEANS OF EGRESS SHALL COMPLY WITH STATE AND LOCAL CODES. ACCESSIBLE GENERA NOTIFICATION FOR THE HEARING IMPAIRED �_l I I L < ui I �� ACCESSIBLE PARKING AND ACCESSIBLE PASSENGER LOADING ZONES AND PUBLIC STREETS OR SPACES SHALL BE PROVIDED WITH NOT LESS THAN ONE ACCESSIBLE MEANS OF EGRESS. WERE I I ��DIRECTION OF APPROACH, U- I SIDEWALKS TO THE ACCESSIBLE BUILDING ENTRANCE SERVED. OF EGRESS IS REQUIRED BY PER STATE AND LOCAL CODES FROM ANY 1. REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF 1. ACCESSIBLE AUDIBLE AND VISUAL ALARMS AND NOTIFICATION APPLIANCES SHALL BE INSTALLED IN 0 it . : TYP. EXCEPTION' AN ACCESSIBLE ROUTE SHALL NOT BE REQUIRED BETWEEN SITE ARRIVAL POINTS AND ACCESSIBLE SPACE, EACH ACCESSIBLE PORTION OF THE SPACE SHALL BE SERVED BY NOT LESS ACCESSIBILITY AT THE FOLLOWING LOCATIONS: ACCORDANCE WITH NATIONAL FIRE CODES, BE POWERED BY A COMMERCIAL LIGHT AND POWER �_ 0 Li L 24" MIN. 1L. 0� 2� 0 I, . = C :z 0 THE BUILDING OR FACILITY ENTRANCE IF THE ONLY MEANS OF ACCESS BETWEEN THEM ISA MEANS OF EGRESS. *_ ACCESSIBLE PARKING SPACES REQUIRED BY STATE AND LOCAL CODES EXCEPT WHERE THE SOURCE, BE PERMANENTLY CONNECTED TO THE WRING OF THE PREMISES ELECTRIC SYSTEM, AND ui - m It '-"�AT EXTERIOR DOORS VEHICULAR WAY NOT PROVIDING FOR PEDESTRIAN ACCESS. TOTAL NUMBER OF PARKING SPACES PROVIDED IS FOUR OR LESS. BE PERMANENTLY INSTALLED. 1.1 , ci cz � < ___'_ CLR. 2 < i I EXCEPTIONS: 0 u 0 ui 18" MIN. I 0 ACCESSIBLE PASSENGER LOADING ZONES. z co - -i ? 2. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, ACCESSIBLE FACILITIES, uj (u I 0 -7 CLR. I ACCESSIBLE ELEMENTS AND ACCESSIBLE SPACES THAT ARE ON THE SAME SITE. 0 ACCESSIBLE MEANS OF EGRESS ARE NOT REQUIRED IN ALTERATIONS TO EXISTING BUILDINGS. 0 ACCESSIBLE AREAS OF REFUGE REQUIRED BY STATE AND LOCAL CODES. � 2. THE INTERNATIONAL SYMBOL OF TTY SHALL COMPLY WITH THE FIGURE WITHIN THE NATIONAL 0 ACCESSIBLE ROOMS WHERE MULTIPLE SINGLE-USER TOILET OR BATHING ROOMS ARE ACCESSIBILITY CODE. m E 73:f" MIN.N. �&�-� AT INTERIOR DOORS EXCEPTION: AN ACCESSIBLE ROUTE IS NOT REQUIRED BETWEEN ACCESSIBLE BUILDINGS, - 0 .<� E ., , i CLUSTERED AT A SINGLE LOCATION. c) 0 ACCESSIBLE FACILITIES, ACCESSIBLE ELEMENTS AND ACCESSIBLE SPACES THAT HAVE, AS THE * ONE ACCESSIBLE MEANS OF EGRESS IS REQUIRED FROM AN ACCESSIBLE MEZZANINE LEVEL IN a ES MERE NOT ALL ENTRANCES ARE ACCESSIBLE. 3. ASSISTIVE LISTENING SYSTEMS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESS U-1 CLR. loo H m u A " ONLY MEANS OF SS BETWEEN THEM, A VEHICULAR WAY NOT PROVIDING FOR PEDESTRIAN WITH TE AND LOCAL CODES. * UNISEX TOILET AND BATHING ROOMS. FOR HEARING LOSS COMPLYING WITH THE FIGURE WITHIN THE NATIONAL ACCESSIBILITY CODE. �_ 3- 1 � � I ACCESS. i x I * ACCESSIBLE DRESSING, FITTING AND LOCKER ROOMS WHERE NOT ALL SUCH ROOMS ARE 0 % ---I---- __j 0 IN ASSEMBLY SPACES WITH SLOPED FLOORS, ONE ACCESSIBLE MEANS OF EGRESS IS REQUIRED IDENTIFIED BY A PICTOGRAM OF A TELEPHONE p 4 4- % ACCESSIBLE. 4. TELEPHONES WITH VOLUME CONTROLS SHALL BE IDEN x a . FIN. FACE OF WALL OR OTHER 3. WHEN A BUILDING, OR PORTION OF A BUILDING, IS REQUIRED TO BE ACCESSIBLE, AN ACCESSIBLE E COMMON PATH OF TRAVEL OF THE ACCESSIBLE ROUTE FOR HANDSET WITH RADIATING SOUND WAVES ON A SQUARE FIELD COMPLYING WITH THE FIGURE WITHIN 0 CD . - ----- OBSTRUCTION. ROUTE SHALL BE PROVIDED TO EACH PORTION OF THE BUILDING TO ACCESSIBLE BUILDING ACCESS TO THE WHEELCHAIR SPACES MEETS THE REQUIREMENTS PER STATE AND LOCAL 2. DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST LIKE ACCESSIBLE ELEMENT SHALL THE NATIONAL ACCESSIBILITY CODE. 0�: �4 V) i - ENTRANCES CONNECTING PEDESTRIAN WALKWAYS AND THE PUBLIC WAY. WHERE ONLY CODES. BE PROVIDED AT THE FOLLOWING LOCATIONS. THESE DIRECTIONAL SIGNS SHALL INCLUDE THE a- w - I 12 ONE ACCESSIBLE ROUTE IS PROVIDED, THE ACCESSIBLE ROUTE SHALL NOT PASS THROUGH m 0 - I " INTERNATIONAL SYMBOL OF ACCESSIBILITY: m 1:4 KITCHENS, STORAGE ROOMS, RESTROOMS, CLOSETS OR SIMILAR SPACES. 2. EACH REQUIRED ACCESSIBLE MEANS OF EGRESS SHALL BE CONTINUOUS TO A PUBLIC WAY AND 0 INACCESSIBLE BUILDING ENTRANCES. 0 Im I c� r_ ui I CLR. i SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING COMPONENTS THAT COMPLY WITH STATE 0 INACCESSIBLE PUBLIC TOILETS AND BATHING FACILITIES. WALKING SURFACES, FLOOR SURFACES & LEVELS 2� L) I < :5 - - ;z EXCEPTIONS: AND LOCAL CODES: ACCESSIBLE ROUTES, STAIRWAYS WITHIN EXIT ENCLOSURES, ELEVATORS, 0 ELEVATORS NOT SERVING AN ACCESSIBLE ROUTE. 7 co m < i i w I I PLATFORM LIFTS, HORIZONTAL EXITS AND SMOKE BARRIERS. 0 1. FLOOR SURFACES SHALL BE STABLE, FIRM AND SLIP-RESISTANT AS REQUIRED PER NATIONAL u.j cu - < *THIS ADDITIONAL SPACE IS AT EACH SEPARATE-SEX TOILET AND BATHING ROOM INDICATING THE LOCATION OF THE x _j 00 Li 0 IN ASSEMBLY AREAS WITH FIXED SEATING REQUIRED TO BE ACCESSIBLE, AN ACCESSIBLE ACCESSIBILITY CODE. _9( t -i i i REQUIRED IF BOTH CLOSER & NEAREST UNISEX TOILET OR BATHING ROOM WHERE PROVIDED IN ACCORDANCE WITH STATE 3: - 0 i i LATCH ARE PROVIDED AT � ROUTE SHALL NOT BE REQUIRED TO SERVE FIXED SEATING MERE WHEELCHAIR SPACES OR EXCEPTIONS: AND LOCAL CODE. 2. CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM CUSHION, PAD U- I I I DESIGNATED AISLE SEATS REQUIRED TO BE ON AN ACCESSIBLE ROUTE ARE NOT PROVIDED. s AT EXITS AND ELEVATORS SERVING A REQUIRED ACCESSIBLE SPACE, BUT NOT PROVIDING AN 0 i I DOOR I 0 WHERE THE EXIT DISCHARGE IS NOT ACCESSIBLE, AN EXTERIOR AREA FOR ASSISTED RESCUE LE MEANS OF EGRESS, SIGNAGE SHALL BE INSTALLED INDICATING THE OR BACKING OR NO CUSHION OR PAD; AND HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT w 11 PUSH SIDE + 11 a ACCESSIBLE ROUTES SHALL NOT BE REQUIRED TO MEZZANINES PROVIDED THAT THE BUILDING MUST BE PROVIDED IN ACCORDANCE WITH STATE AND LOCAL CODES. PILE, OR LEVEL CUT/UNCUT PILE TEXTURE. THE MAXIMUM PILE HEIGHT SHALL BE 1/2-. EXPOSED 0 1 • LOCATION OF ACCESSIBLE MEANS OF EGRESS. I- OR FACILITY HAS NO MORE THAN ONE STORY, OR WHERE MULTIPLE STORIES ARE,NOT , EDGES OF CARPET ALL BE FASTENED TO FLOOR SURFACES AND HAVE TRIM ALONG THE ENTIRE 0 N� ACCESSIBLE ROUTE. 0 WHERE THE EXIT STAIRWAY IS OPEN TO THE EXTERIOR, THE ACCESSIBLE MEANS OF EGRESS 3. SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALL BE PROVIDED AS SHOWN: ED EDGE. CARPET EDGE TRIM SHALL COMPLY WITH NATIONAL z 0 , w . - D RESCUE ACCESSIBILITY CODE. :r m CLEARANCE AT DOOR (FRONT APPROACH) SHALL INCLUDE EITHER AN AREA OF REFUGE OR AN EXTERIOR AREA FOR ASSISTED 0 A REQUIRED TO COMPLY WITH STATE AND LOCAL CODE SHALL PROVIDE A A co -I-- w in 0 A SINGLE ACCESSIBLE ROUTE IS PERMITTED TO PASS THROUGH A KITCHEN OR STORAGE ROOM IN ACCORDANCE WITH STATE AND LOCAL CODES. SIGN NOTIFYING PATRONS OF THE AVAILABILITY OF ASSISTIVE LISTENING SYSTEMS. -1� SCALE: 1/2"=l'-O" 1 .� 9 ___�D IDRMI-Clearance-door-Ol IN AN ACCESSIBLE DWELLING UNIT. • 3. OPENINGS IN FLOOR SURFACES SHALL BE OF A SIZE THAT DOES NOT PERMIT THE PASSAGE OF A R 0 3. IN ADDITION TO THE ACCESSIBLE ENTRANCES REQUIRED BY STATE AND LOCAL CODE, AT LEAST 0 A TACTILE SIGN STATING "EXIT" AND COMPLYING WITH NATIONAL ACCESSIBILITY CODES SHALL m lz ' BE PROVIDED ADJACE XIT PASSAGEWAY AND 1/2- DIAMETER SPHERE, EXCEPT AS ALLOWED IN THE NATIONAL ACCESSIBILITY CODE. ELONGATED =: c! E 4. COMMON USE CIRCULATION PATHS WITHIN EMPLOYEE WORK AREAS SHALL BE ACCESSIBLE ROUTES. ACCESSIBLE. OPENINGS SHALL BE PLACED SO THAT THE LONG DIMENSION IS PERPENDICULAR TO THE DOMINANT 0 0 - - AN EXIT DISCHARGE. D bo � 14 SEE ENLARGED DETAILS THIS 0 AT AREAS OF REFUGE, SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH STATE AND LOCAL DIRECTION OF TRAVEL. - 0 .5 'm I., a I EXCEP11ONS: EXCEPTIONS: x w u r-4 �___",,o� SHEET FOR SPECIFIC SIGNAGE CODES. m (u w 0 �o C'4 /.1 \ 0 AT AREAS FOR ASSISTED RESCUE, SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH STATE 4. THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20. THE CROSS L4j k cu .5 4 oi '0'0\ / \ DETAILS. 0 m zi bO . \ COMMON USE CIRCULATION PATHS, LOCATED WITHIN EMPLOYEE WORK AREAS THAT ARE LESS 0 AN ACCESSIBLE ENTRANCE IS NOT REQUIRED TO AREAS NOT REQUIRED TO BE ACCESSIBLE. Gn E � 0 cis ANDLOCALCODE. SLOPE OF A WALKING SURFACE SHALL NOT BE STEEPER THAN 1:48. u r. 1.4 . cd , :s \ T IN SIZE AND DEFINED BY PERMANENTLY INSTALLED PARTITIONS, _j -� .� .0 § - N \ I _j w Q w :q . !,V_ COUNTERS, CASEWORK OR FURNISHINGS, SHALL NOT BE REQUIRED TO BE ACCESSIBLE ROUTES. 0 LOADING AND SERVICE ENTRANCES THAT ARE NOT THE ONLY ENTRANCE TO A TENANT SPACE. < 1.4 , P , 1 5. CHANGES IN LEVEL OF 1/4' MAXIMUM IN HEIGHT SHALL BE PERMITTED TO BE VERTICAL. = � i w m T lz I I xxxx . if .� - I t,zo �91, -� 't"o -a & 9 , - - I V) g t. / "_ I'll \ .1-1. /I Ic x a COMMON USE CIRCULA11ON PATHS, LOCATED WITHIN EMPLOYEE WORK AREAS, THAT ARE AN 4. WHERE PROVIDED, DIRECT ACCESS FOR PEDESTRIANS FROM PARKING STRUCTURES TO BUILDINGS VISUAL AND TACTILE CHARACTERS. PICTOGRAMS & SYMBOLS >- I . N (A P�, / I x •>� �- w 6. CHANCES IN LEVEL GREATER THAN 1/4- IN HEIGHT AND NOT MORE THAN 1/2- MAXIMUM IN 0 1 / Li = -.0 / = �-_ �_ < U) = INTEGRAL COMPONENT OF EQUIPMENT, SHALL NOT BE REQUIRED TO BE ACCESSIBLE ROUTES. OR FACILITY ENTRANCES SHALL BE ACCESSIBLE. 1. VISUAL CHARACTERS SHALL COMPLY WITH NATIONAL ACCESSIBILITY CODES, UNLESS THEY COMPLY HEIGHT SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:20. < .� � U) U m Li U ,_� < - X: < WITH THE REQUIREMENTS FOR TACTILE CHARACTERS. a_ \ �g CD W W I a x C> < 0 COMMON USE CIRCULATION PATHS, LOCATED WITHIN EXTERIOR EMPLOYEE WORK AREAS THAT 5. WHERE DIRECT ACCESS IS PROVIDED FOR PEDESTRIANS FROM A PEDESTRIAN TUNNEL OR ELEVATED w - .'-�'" .V--_- 00 Q< to = 7. CHANGES IN LEVEL GREATER THAN 1/2- IN HEIGHT SHALL BE RAMPED AND SHALL COMPLY WITH 0 , .;,_� -.'"- 'w!Unk,','qf , lql -i = O THE WEATHER, SHALL NOT BE REQUIRED TO BE ACCESSIBLE ROUTES. WALKWAY TO A BUILDING OR FACILITY, AT LEAST ONE ENTRANCE TO THE BUILDING OR FACILITY 2. VISUAL CHARACTERS SHALL BE UPPERCASE, LOWERCASE, OR A COMBINATION OF BOTH. . - = Q D 1�1 11 - - . I 0 FROM EACH TUNNEL OR WALKWAY SHALL BE ACCESSIBLE. NATIONAL ACCESSIBILITY CODE. ol I , I . . 11 $ ir 5. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT EACH ACCESSIBLE LEVEL, INCLUDING 3. VISUAL CHARACTERS SHALL BE CONVENTIONAL IN FORM. CHARACTERS SHALL NOT BE ITALIC, >_ 0 MEZZANINES, IN MULTILEVEL BUILDINGS AND FACILITIES. 6. WHERE RESTRICTED ENTRANCES ARE PROVIDED TO A BUILDING OR FACILITY, AT LEAST ONE 8. CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL BE 36" MINIMUM AT WALL SEGMENTS GREATER zi * k . <t • � I OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS. I - THAN 24" IN LENGTH AND 32" MINIMUM AT WALL SEGMENTS LESS THAN OR EQUAL TO 24* IN ,-,m < 0. HEIGHT OF TACTILE CHARAC7ERS ABOVE FINISH FLOOR OR GROUND RESTRICTED ENTRANCE TO THE BUILDING OR FACILITY SHALL BE ACCESSIBLE- - uj C3 I LENGTH. CONSECUTIVE SEGMENTS OF 32" IN WIDTH MUST BE SEPARATED BY A ROUTE SEGMENT != Z_ EXCEPTIONS: 4. THE UPPERCASE LETTER Y SHALL BE USED TO DETERMINE THE ALLOWABLE HEIGHT OF ALL cc 1 7. IF A SERVICE ENTRANCE IS THE ONLY ENTRANCE TO A BUILDING OR A TENANT SPACE INA 48* MINIMUM IN LENGTH AND 36" MINIMUM IN WIDTH. f2 VISUAL CHARACTERS OF A FONT. THE UPPERCASE LETTER "I" OF THE FONT SHALL HAVE A m 0 1 0 AN ACCESSIBLE ROUTE IS NOT REQUIRED TO STORIES AND MEZZANINES ABOVE AND BELOW FACILITY, THAT ENTRANCE SHALL BE ACCESSIBLE. 0 1 1 MINIMUM HEIGHT COMPLYING WITH TABLE OF NATIONAL ACCESSIBILITY CODE. VIEWING DISTANCE .) 4=1 : r - NOTE: SEE ACCESSIBILITY NOTES ACCESSIBLE LEVELS THAT HAVE AN AGGREGATE AREA OF NOT MORE THAN 3,000 SQUARE SHALL BE MEASURED AS THE HORIZONTAL DISTANCE BETWEEN THE CHARACTER AND AN 1 9. WHERE AN ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN OBJECT THAT IS LESS ui . i SHEET FOR ADDITIONAL INFO. FEET. THIS EXCEPTION SHALL NOT APPLY TO: THAN 48- IN WIDTH, CLEAR WIDTHS SHALL BE 42- MINIMUM APPROACHING THE TURN, 48" MINIMUM m: I I OBSTRUCTION PREVENTING FURTHER S THE SIGN. �_ . I T ; 1�t. = A I I I - MULTIPLE TENANT FACILITIES OF GROUP "M" OCCUPANCIES CONTAINING FIVE OR MORE DURING THE TURN, AND 42- MINIMUM LEAVING THE TURN. 3: I - J ENTRANCES, EXITS & DOORS - z ��, TENANT SPACES 1 5. THE UPPERCASE LETTER "O" SHALL BE USED TO DETERMINE THE ALLOWABLE WIDTH OF ALL EXCEPTION: DOES NOT APPLY MERE THE CLEAR WIDTH AT THE TURN IS 60" MINIMUM. 0 VX .15 11 - LEVELS CONTAINING OFFICES OF HEALTH CARE PROVIDERS (GROUP -B- OR 7) 19 0 ,,�4�\ ' 1 , _'� I T -! -10 , 9 - � \ N" 1. 0 � � , I , " I I I I , *11 vi. � " _11 . 1. MANUAL DOORS AND DOORWAYS, AND MANUAL GATES, INCLUDING TICKET GATES, SHALL COMPLY VISUAL & TACTILE CHARACTERS OF A FONT. THE WIDTH OF THE UPPERCASE LETTER O" OF THE U-) 0 i � 10. AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60" SHALL PROVIDE PASSING SPACES AT . I 34 J � 10 , - WITH THE REQUIREMENTS OF NATIONAL ACCESSIBILITY CODE. FONT SHALL BE 55% MINIMUM AND 110% MAXIMUM OF THE HEIGHT OF THE UPPERCASE "I" OF THE Lj= t - w mi el8" e_ CHARACTERS a IN GROUP -A-, 7, "R- AND -S- OCCUPANCIES, LEVELS THAT DO NOT CONTAIN ACCESSIBLE EXCEPTION: DOORS, DOORWAYS, AND GATES DESIGNED Y BY SECURITY FONT. INTERVALS OF 200 FEET MAXIMUM. PASSING SPACES SHALL BE EITHER A 60" MINIMUM BY 60" 1! >! .1 -7 MIN. ELEMENTS ARE NOT REQUIRED TO BE SERVED BY AN ACCESSIBLE ROUTE FROM AN PERSONNEL SHALL NOT BE REQUIRED TO COMPLY. MINIMUM SPACE, OR AN INTERSECTION OF TWO WALKING SURFACES THAT PROVIDE A T-SHAPED w - - " ACCESSIBLE LEVEL. 6. THE UPPERCASE LETTER "I" SHALL BE USED TO DETERMINE THE ALLOWABLE STROKE WIDTH OF TURNING SPACE COMPLYING WITH NATIONAL ACCESSIBILITY CODE, PROVIDED THE BASE AND ARMS Ml= I LOCATION OF TACTILE SIGNS AT DOORS 2. AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WITH TWO LEAVES SHALL COMPLY WITH ALL VISUAL CHARACTERS OF A FONT. THE STROKE WIDTH SHALL BE 10% MINIMUM AND 30% E EXTEND 48" MINIMUM BEYOND THE INTERSECTION. -i _j 0 WHERE A TWO-STORY BUILDING OR FACILITY HAS ONE STORY WITH AN OCCUPANT LOAD OF < NATIONAL ACCESSIBILITY CODE. MAXIMUM OF THE HEIGHT OF THE UPPERCASE "I" OF THE FONT. X FIVE OR FEWER PERSONS THAT DOES NOT AIN PUBLIC USE SPACE, THAT STORY SHALL (n NOT BE REQUIRED TO BE CONNECTED BY AN ACCESSIBLE ROUTE TO THE STORY ABOVE OR m BELOW. 3. DOORWAYS SHALL HAVE A CLEAR OPENING WIDTH OF 32* MINIMUM. CLEAR OPENING WIDTH OF 7. SPACING SHAH BE MEASURED BETWEEN THE TWO CLOSEST POINTS OF ADJACENT VISUAL HAZARDS & PROTRUDING OBJECTS z _ _ TYP. TACTILE SIGN INSTALLAT'ONn_02(: ) DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF DOOR AND STOP, CHARACTERS WITH A MESSAGE, EXCLUDING WORD SPACES. SPACING BETWEEN INDIVIDUAL < SCALE: 1/4"=l'-O" IHCSI-Tactile-sig 6. ACCESSIBLE ROUTES SHALL COINCIDE WITH OR BE LOCATED IN THE SAME AREA AS A GENERAL EGREES. OPENINGS, DOORS AND DOORWAYS WITHOUT DOORS MORE CHARACTERS SHALL BE 10% MINIMUM AND 35% MAXIMUM OF THE CHARACTER HEIGHT. 0 1. PROTRUDING OBJECTS ARE PERMITTED TO EXTEND BELOW THE MINIMUM CEILING HEIGHT REQUIRED z: I CIRCULATION PATH. WHERE THE CIRCULATION PATH IS INTERIOR, THE ACCESSIBLE ROUTE SHALL THAN 24" IN DEPTH SHALL PROVIDE A CLEAR OPENING WIDTH OF 36" MINIMUM. THERE SHALL BE 0 1 8. SPACING BETWEEN THE BASELINES OF SEPARATE LINES OF VISUAL & TACTILE CHARACTERS WITHIN ' BY STATE AND LOCAL CODES PROVIDED A MINIMUM HEADROOM OF 80" SHALL BE PROVIDED FOR U) ALSO BE INTERIOR. NO PROJECTIONS INTO THE CLEAR OPENING WIDTH LOWER THAN 34" ABOVE THE FLOOR. z A MESSAGE SHALL BE 135% MINIMUM TO 170% MAXIMUM OF THE CHARACTER HEIGHT. CE, INCLUDING WALKS, CORRIDORS, AISLES AND PASSAGEWAYS. NOT MORE ui PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34" AND 80" ABOVE THE FLOOR SHALL THAN 50% OF THE CEILING AREA OF A MEANS OF EGRESS SHALL BE REDUCED IN HEIGHT BY m CH , 7. SECURITY BARRIERS INCLUDING, BUT NOT LIMITED TO, SECURITY BOLLARDS AND SECURITY CHECK NOT EXCEED 4". 1 - MINIMUM PROTRUDING OBJECTS. 0 OF SIGNS TO BE NON-GLARE POINTS SHALL NOT OBSTRUCT A REQUIRED ACCESSIBLE ROUTE OR ACCESSIBLE MEAN OF EGRESS. 9. VISUAL CHARACTERS, EXCEPT THOSE AT ELEVATOR CAR CONTROLS, SHALL BE 40 0 - ABOVE THE FLOOR OF THE VIEWING POSITION, MEASURED TO THE BASELINE OF THE CHARACTER. EXCEPTION: DOOR CLOSERS AND STOPS SHALL NOT REDUCE HEADROOM TO LESS THAN 78". w _j a FINISH AND TO CONTRAST EXCEPTION: WERE SECURITY BARRIERS INCORPORATE ELEMENTS THAT CANNOT COMPLY WITH EXCEPTIONS: < WITH EACH OTHER. THESE REQUIREMENTS, SUCH AS CERTAIN METAL DETECTORS, FLUOROSCOPES OR OTHER SIMILAR HEIGHTS SHALL COMPLY WITH TABLE OF NATIONAL ACCESSIBILITY CODE, BASED ON THE SIZE OF 0 0 HE SIGN. 2. A GUARDRAIL OR OTHER BARRIER SHALL BE PROVIDED WHERE THE VERTICAL CLEARANCE IS LESS V) I (STANDARD COLOR: WHITE ON DEVICES, THE ACCESSIBLE ROUTE SHALL BE PERMITTED TO BE PROVIDED ADJACENT TO SECURITY * DOOR CLOSERS ' LL BE PERMITTED TO BE 78" MINIMUM ABOVE THE THAN 80" HIGH. THE LEADING EDGE OF SUCH A BARRIER SHALL BE LOCATED 27� MAXIMUM x I BLUE BACKGROUND, UNLESS . SCREENING DEVICES. THE ACCESSIBLE ROUTE SHALL PERMIT PERSONS WITH DISABILITIES PASSING FLOOR. !� > AROUND SECURITY BARRIERS TO MAINTAIN VISUAL CONTACT WITH THEIR PERSONAL ITEMS TO THE 10. CHARACTERS, PICTOGRAMS & SYMBOLS OF ACCESSIBILITY AND THEIR BACKGROUNDS SHALL HAVE ABOVE THE FLOOR. 0 - - APPROVED OTHERWISE). A NON-GLARE FINISH. GAMS/SYMBOLS SHALL CONTRAST WITH THEIR w - - COLOR & CONTRAST OF SIGN SAME EXTENT PROVIDED OTHERS PASSING THROUGH THE SECURITY BARRIER. 9 IN ALTERATIONS, A PROJECTION OF 5/8- MAXIMUM INTO THE REQUIRED CLEAR OPENING WIDTH 3. A FREE-STANDING OBJECT MOUNTED ON A POST OR PYLON SHALL NOT OVERHANG THAT POST OR 0 BACKGROUNDS, EITHER LIGHT CHARACTERS/PICTOGRAMS/SYMBOLS ON A DARK BACKGROUND OR = -_ fn TO BE DISTINCTLY DIFFERENT SHALL BE PERMITTED FOR THE LATCH SIDE STOP. PYLON MORE LOWEST POINT OF THE LEADING EDGE IS MORE THAN 27" AND w -- - 8. ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING COMPONENTS: WALKING DARK CHARACTERS/PICTOGRAMS/SYMBOLS ON A LIGHT BACKGROUND. 0 -_ - 5/8- MIN. THAN COLOR & CONTRAST OF SURFACES WITH A SLOPE NOT STEEPER THAN 1:20, DOORS AND DOORWAYS, RAMPS, CURB RAMPS LESS THAN 80" ABOVE THE WALKING SURFACE. uj w z WALL. 11. MINIMUM MANEUVERING CLEARANCES AT DOORS SHALL COMPLY NTH NATIONAL ACCESSIBILITY EXCEPTION: WHERE SEPARATE TACTILE CHARACTERS AND VISUAL CHARACTERS WITH THE SAME 0 I uj TO 2" MAX. EXCLUDING THE FLARED SIDES, ELEVATORS, AND PLATFORM LIFTS. ALL COMPONENTS OF AN INFORMATION ARE PROVIDED, TACTILE CHARACTERS ARE NOT REQUIRED TO HAVE NONGLARE FINISH x . � ,.wT ACCESSIBLE ROUTE SHALL COMPLY WITH THE APPLICABLE PORTIONS OF THIS STANDARD. CODE AND SHALL INCLUDE THE FULL CLEAR OPENING WIDTH OF THE DOORWAY. OR TO CONTRAST WITH THEIR BACKGROUND. 4. WHERE A SIGN OR OTHER OBSTRUCTION IS BETWEEN POSTS OR PYLONS AND THE CLEAR DISTANCE a- C) 0 BETWEEN THE POSTS OR PYLONS IS GREATER THAN 12% THE LOWEST EDGE OF SUCH SIGN OR w A < (9 :�c 3/8- �� SANS-SERIF UPPERCASE 12. SWINGING DOORS SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH NATIONAL < a Lli MIN.-I . .. . . CHARACTERS, RAISED 1/32- 9. REVOLVING DOORS, REVOLVING GATES, AND TURNSTILES SHALL NOT BE PART OF AN ACCESSIBLE ACCESSIBILITY CODE. 11. TACTILE CHARACTERS SHALL BE RAISED 1/32- MINIMUM ABOVE THEIR BACKGROUND AND SHALL OBSTRUCTION SHALL BE 27" MAXIMUM OR 80" MINIMUM ABOVE THE FINISH FLOOR OR GROUND. �_ . •... .•.. PER ANSI ROUTE. BE SANS-SERIF UPPERCASE CHARACTERS. CHARACTERS SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, EXCEPTION: THIS REQUIREMENT SHALL NOT APPLY TO SLOPING PORTIONS OF HANDRAILS SERVING _j I 0 w I .. _j � 1 • 13. SLIDING DOORS AND FOLDING DOORS SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS. I STAIRS AND RAMPS. < 09 I r _� (/) 0 3/8" * *,_� NATIONAL ACCESSIBILITY CODE. V) - MIN. _ � CORRESPONDING GRADE 11 EGRESS &AREAS FOR EVACUATION ASSISTANCE 12. THE UPPERCASE LETTER "I" SHALL BE USED TO DETERMINE THE ALLOWABLE HEIGHT OF ALL 1 5. STRUCTURAL ELEMENTS, FIXTURES OR FURNISHINGS SHALL NOT PROJECT HORIZONTALLY FROM (n - < - ;Zl 0 BRAILLE PER ANSI STANDARDS 14. DOORWAYS WITHOUT DOORS THAT ARE LESS THAN 36* IN WIDTH SHALL HAVE MANEUVERING TACTILE CHARACTERS OF A FONT. THE HEIGHT OF THE UPPERCASE 7 OF THE FONT, MEASURED EITHER SIDE MORE THAN 4" OVER ANY WALKING SURFACE BETWEEN THE HEIGHTS OF 27" AND 80" 0 - - - ABOVE THE WALKING SURFACE. (n - 0 w CLEARANCES COMPLYING WITH NATIONAL ACCESSIBILITY CODE. VERTICALLY FROM THE BASELINE OF THE CHARACTER, SHALL BE 5/8- MINIMUM, AND 2- MAXIMUM. z 1. EVERY REQUIRED AREA OF REFUGE SHALL BE ACCESSIBLE FROM THE SPACE IT SERVES BY AN ui" FROM - < ACCESSIBLE MEANS OF EGRESS. EXCEPTION: WHERE SEPARATE TACTILE AND VISUAL CHARACTERS WITH THE SAME INFORMATION EXCEPTION: HANDRAILS SERVING STAIRS AND RAMPS ARE PERMITTED TO PROTRUDE 4.5 m NOTE: SEE *SIGNS & 15. WHERE ANY OBSTRUCTION WITHIN 18" OF THE LATCH SIDE OF A DOORWAY PROJECTS MORE THAN ARE PROVIDED, THE HEIGHT OF THE TACTILE UPPERCASE LETTER "I" SHALL BE PERMITTED TO BE THE WALL. a 3: (9 = I IDENTIFICATION" NOTES ON . 2. THE MAXIMUM TRAVEL DISTANCE FROM ANY ACCESSIBLE SPACE TO AN AREA OF REFUGE SHALL 8" BEYOND THE FACE OF THE DOOR, MEASURED PERPENDICULAR TO THE FACE OF THE DOOR, 1/2" MINIMUM. 6. PROTRUDING OBJECTS SHALL NOT REDUCE THE MINIMUM CLEAR WIDTH OF ACCESSIBLE ROUTES AS �2 W ADA-NOTES SHEET FOR NOT EXCEED THE TRAVEL DISTANCE PERMITTED FOR THE OCCUPANCY IN ACCORDANCE WITH STATE MANEUVERING CLEARANCES FOR A FORWARD APPROACH SHALL BE PROVIDED. REQUIRED PER STATE AND LOCAL CODES. �_ . ADDITIONAL INFO. . AND LOCAL CODE. . 13. THE UPPERCASE LETTER "I" SHALL BE USED TO DETERMINE THE ALLOWABLE STROKE WIDTH OF 9i qr� I 16. FLOOR SURFACE WITHIN THE MANEUVERING CLEARANCES SHALL HAVE A SLOPE NOT STEEPER ALL TACTILE CHARACTERS OF A FONT. 3. EVERY REQUIRED AREA OF REFUGE SHALL HAVE DIRECT ACCESS TO AN ENCLOSED STAIRWAY THAN 1:48 AND SHALL COMPLY WITH NATIONAL ACCESSIBILITY CODE. 7. DETECTABLE WARNING SURFACES SHALL BE STANDARD WITHIN A BUILDING, FACILITY, SITE OR 06 I COMPLEX OF BUILDINGS. m co COMPLYING WITH STATE AND LOCAL CODES OR AN ELEVATOR COMPLYING WITH STATE AND LOCAL 14. THE STROKE WIDTH SHALL BE 15% MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER EXCEPTION: IN FACILITIES THAT HAVE BOTH INTERIOR AND EXTERIOR LOCATIONS, DETECTABLE U 0 _j - CODES. 17. IF PROVIDED, THRESHOLDS AT DOORWAYS SHALL BE 1/2- 7 0 MAXIMUM IN HEIGHT. RAISED CHARACTER, AND 30% MAXIMUM OF THE HEIGHT OF THE WARNINGS IN EXTERIOR LOCATIONS SHALL NOT BE REQUIRED TO COMPLY WITH NATIONAL < TACTILE "EXIT" SIGN CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH NATIONAL ACCESSIBILITY UPPERCASE LETTER "I" MEASURED AT THE BASE OF THE CHARACTER. . ACCESSIBILITY CODE. m . 0 4. WHERE AN ELEVATOR LOBBY IS USED AS AREA OF REFUGE, THE SHAFT AND LOBBY SHALL CODE. U-1 T� - w SCALE: 3"= l'-O" - 3 COMPLY WITH STATE AND LOCAL CODES FOR SMOKEPROOF ENCLOSURES EXCEPT WHERE THE < IHCSI-Tactile exit-01 EXCEPTION: DOES NOT APPLY TO EXISTING THRESHOLDS OR ALTERED THRESHOLDS 3/4" 15. WHEN CHARACTERS ARE BOTH VISUAL AND TACTILE, THE STROKE WIDTH SHALL BE 10% MINIMUM 8. DETECTABLE WARNING SURFACES IN INTERIOR LOCATIONS SHALL DIFFER FROM ADJOINING WALKING �: ELEVATORS ARE IN AN AREA OF REFUGE FORMED BY A HORIZONTAL EXIT OR SMOKE BARRIER. MAXIMUM IN HEIGHT THAT HAVE A BEVELED EDGE ON EACH SIDE WITH A MAXIMUM SLOPE OF 1:2 OF THE HEIGHT OF THE UPPERCASE LETTER "I'. SURFACES IN RESILIENCY OR SOUND-ON-CANE CONTACT. FOR THE HEIGHT EXCEEDING 1/4-. 1 F_ 5. EACH AREA OF REFUGE SHALL BE SIZED TO ACCOMMODATE ONE WHEELCHAIR SPACE OF 300 BY 16. CHARACTER SPACING SHALL BE MEASURED BETWEEN THE TWO CLOSEST POINTS OF ADJACENT � - THEREOF, BASED ON THE OCCUPANT LOAD OF THE " EN �_ 18. DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES SHALL BE 48 MINIMUM PLUS THE WITHIN A MESSAGE, EXCLUDING WORD SPACES. SPACING BETWEEN z . CONTROLS AND OPERATING MECHANISMS uj AREA OF REFUGE. SUCH WHEELCHAIR SPACES WIDTH OF ANY DOOR SWINGING INTO THE SPACE. THE SPACE BETWEEN THE DOORS SHALL INDIVIDUAL TACTILE CHARACTERS SHALL BE 1/8- MINIMUM MEASURED AT THE TOP SURFACE OF m NOTE: SHALL NOT REDUCE THE REQUIRED MEANS OF EGRESS WIDTH. ACCESS TO ANY OF THE REQUIRED PROVIDE A TURNING SPACE COMPLYING WITH NATIONAL ACCESSIBILITY CODE. THE CHARACTERS, 1/16- MINIMUM MEASURED AT THE BASE OF THE CHARACTERS, AND FOUR u.j ui WHEELCHAIR SPACES IN AN AREA OF REFUGE SHALL NOT BE OBSTRUCTED BY MORE THAN ONE .1CONTROLS, OPERATING MECHANISMS AND HARDWARE INTENDED FOR OPERATION BY THE x TIMES THE TACTILE CHARACTER STROKE WIDTH MAXIMUM. CHARACTERS SHALL BE SEPARATED 0 INTERNATIONAL SYMBOL OF ADJOINING WHEELCHAIR SPACE. 1 19. HANDLES, PULLS, LATCHES AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A FROM RAISED BORDERS AND DECORATIVE ELEMENTS 318- MINIMUM. OCCUPANT, INCLUDING SWITCHES THAT CONTROL LIGHTING AND VENTILATION, AND ELECTRICAL < - . ACCESSIBILITY SHALL BE SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, CONVENIENCE OUTLETS, IN ACCESSIBLE SPACES, ALONG ACCESSIBLE ROUTES OR AS PARTS OF POSTED AT ENTRANCES6. EACH AREA OF REFUGE SHALL BE SEPARATED FROM THE REMAINDER OF THE STORY BY A SMOKE PINCHING, OR TWISTING OF THE WRIST TO OPERATE. OPERABLE PARTS OF SUCH HARDWARE BARRIER COMPLYING WITH STATE AND LOCAL CODE. EACH AREA OF REFUGE SHALL BE DESIGNED SHALL BE 34" ACCESSIBLE ELEMENTS SHALL BE ACCESSIBLE. m FACILITIES ACCESSIBLE AND MINIMUM AND 48" MAXIMUM ABOVE THE FLOOR. WHERE SLIDING DOORS ARE IN a 17. TACTILE CHARACTERS, EXCEPT AT ELEVATOR CAR CONTROLS, SHALL BE 48- MINIMUM ABOVE THE � �_ - ui USABLE BY INDIVIDUALS WITH TO MINIMIZE THE INTRUSION OF SMOKE. I THE FULLY OPEN POSITIONOPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH FLOOR, MEASURED TO THE BASELINE OF THE LOWEST TACTILE CHARACTER AND 60- MAXIMUM EXCEPTIONS: 0 .. DISABILITIES. SIGNAGE TO BE , ABOVE THE FLOOR, MEASURED TO THE BASELINE OF THE HIGHEST TACTILE CHARACTER. x En SIDES. a U-1 z POSTED ON LATCH SIDE OF EXCEPTIONS: EXCEPTION: LOCKS USED ONLY FOR SECURITY PURPOSED AND NOT USED FOR NORMAL OPERABLE PARTS THAT ARE INTENDED FOR USE ONLY BY SERVICE OR MAINTENANCE YLD DOOR MOUNTED 60" ABOVE OPERATION ARE PERMITTED IN ANY LOCATION. 18. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE ALONGSIDE THE DOOR AT PERSONNEL SHALL NOT BE REQUIRED TO BE ACCESSIBLE. x . Ln THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE I 0 1 5; FINISH FLOOR WITH 0 AREAS OF REFUGE LOCATED WITHIN A STAIRWAY ENCLOSURE. 3: ui co x LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDED 0 ELECTRICAL OR COMMUNICATION RECEPTACLES SERVING A DEDICATED USE SHALL NOT BE x �e * U-1 of uj ,q- a 20. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE AT DOUBLE DOORS WITH TWO ACTIVE LEAVES, THE SIGN SHALL BE PLACED TO THE RIGHT OF THE REQUIRED TO BE ACCESSIBLE. < () n MINIMUM 3" IN HEIGHT. SHALL # AREAS OF REFUGE WHERE THE AREA OF REFUGE AND AREAS SERVED BY THE AREA OF TIME REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION OF 12 DEGREES SHALL BE 5 SECONDS RIGHT-HAND DOOR. MERE THERE IS NO WALL SPACE ON THE LATCH SIDE OF A SINGLE DOOR, ;E 2 2: CONSIST OF A WHITE FIGURE REFUGE ARE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN MINIMUM. 0 < uj w ON A ND. ACCORDANCE WITH STATE AND LOCAL CODES. OR TO THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE ON THE NEAREST ADJACENT WALL. . 0 WHERE TWO OR MORE OUTLETS ARE PROVIDED IN A KITCHEN ABOVE A LENGTH OF COUNTER >_ cr �_ . I SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR AREA 18 TOP THAT IS UNINTERRUPTED BY A SINK OR APPLIANCE, ON OUTLET SHALL BE NOT REQUIRED = co �_l 21. DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70 DEGREES, < ui 4 7. AREAS OF REFUGE SHALL BE PROVIDED WITH A TWO-WAY COMMUNICATION SYSTEM BETWEEN THE THE DOOR SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MINIMUM. MINIMUM BY 18" MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS. ROVIDED BEYOND THE TO BE ACCESSIBLE. = _j -ld p CENTRAL CONTROL POINT. IF THE CENTRAL CONTROL POINT IS NOT ARC OF ANY DOOR SUNG BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. 0 Ld . CONSTANTLY ATTENDED, THE AREA OF REFUGE SHALL ALSO HAVE CONTROLLED ACCESS TOA EXCEPTION: SIGNS WITH TACTILE CHARACTERS SHALL BE PERMITTED ON THE PUSH SIDE OF 0 FLOOR ELECTRICAL RECEPTACLES SHALL NOT BE REQUIRED TO BE ACCESSIBLE. m < 0 Is 22. FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE W 0 0 L� . PUBLIC TELEPHONE SYSTEM. LOCATION OF THE CENTRAL CONTROL POINT SHALL BE APPROVED ADMINISTRATIVE AUTHORITY. THE FORCE FOR PUSHING OR PULLING OPEN DOORS OTHER THAN DOORS WITH CLOSERS AND WITHOUT HOLD-OPEN DEVICES. D 0 w Li- BY THE FIRE DEPARTMENT. THE TWO-WAY COMMUNICATION SYSTEM SHALL INCLUDE BOTH FIRE DOORS SHALL BE AS FOLLOWS: HVAC DIFFUSERS SHALL NOT BE REQUIRED TO BE ACCESSIBLE. W cl I I I I I I I AUDIBLE AND VISIBLE SIGNALS. 0 INTERIOR HINGED DOOR: 5.0 LB. MAXIMUM 19. PICTOGRAMS SHALL HAVE A FIELD 6" MINIMUM IN HEIGHT. CHARACTERS OR BRAILLE SHALL NOT m I C . 0 SLIDING OR FOLDING DOOR: 5.0 LB. MAXIMUM BE LOCATED IN THE PICTOGRAM FIELD. 0 EXCEPT FOR LIGHT SWITCHES, WHERE REDUNDANT CONTROLS ARE PROVIDED FOR A SINGLE I.- . 06 ,� 4 8. IN AREAS OF REFUGE THAT HAVE A TWO-WAY EMERGENCY COMMUNICATIONS SYSTEM, 0 UJ T APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR ' ELEMENT, ONE CONTROL IN EACH SPACE SHALL NOT BE REQUIRED TO BE ACCESSIBLE. = � 7� 7� INSTRUCTIONS ON THE USE OF THE AREA UNDER EMERGENCY CONDITIONS SHALL BE POSTED 20. WHERE TEXT DESCRIPTORS FOR PICTOGRAMS ARE REQUIRED, THEY SHALL BE LOCATED DIRECTLY . _j W 0 " DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION. __j � - ADJOINING THE COMMUNICATIONS SYSTEM. THE INSTRUCTIONS SHALL INCLUDE ALL OF THE I BELOW THE PICTOGRAM FIELD. TEXT DESCRIPTORS SHALL COMPLY WITH NATIONAL ACCESSIBILITY 2. OPERABLE PARTS ARE REQUIRED TO BE ACCESSIBLE BY A PERSON USING A WHEELCHAIR AND < w m cp FOLLOWING: CODE. SHALL HAVE A CLEAR FLOOR SPACE THAT ALLOWS A FORWARD OR PARALLEL APPROACH THAT (n 3: 23. DOOR SURFACES WITHIN 10" OF THE FLOOR, MEASURED VERTICALLY, SHALL BE A SMOOTH �_ I I I I I I 1 -9 : DIRECTIONS TO FIND OTHER MEANS OF EGRESS. COMPLIES WITH THE NATIONAL ACCESSIBILITY CODE. 0 n SIDE EXTENDING THE FULL WIDTH OF THE DOOR. PARTS CREATING z 0 CD E THE EXIT STAIRWAY DO SO AS SOON AS POSSIBLE, UNLESS THEY ARE HORIZONTAL OR VERTICAL JOINTS IN SUCH SURFACE PLANE SHALL BE WITHIN 1/16- OF THE SAME 21. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL COMPLY WITH THE FIGURE WITHIN THE . < z < ASSISTING OTHERS. NATIONAL ACCESSIBILITY CODE. 3. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT m < I ACCESSIBLE SIGNAGE @ ENTRY r,--� PLANE AS THE OTHER. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. _j �_ - * INFORMATION ON PLANNED AVAILABILITY OF ASSISTANCE IN THE USE OF STAIRS OR GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE 2 < �_ ;z EXCEPTIONS: 0 >_ F1_ - C) SCALE: 6"=l'-O" ESIHC-Sign-cccess-entry-01 SUPERVISED OPERATION OF ELEVATORS AND HOW TO SUMMON SUCH ASSISTANCE. PARTS SHALL BE NO GREATER THAN 5 POUNDS MAXIMUM. 0 �_ C� 0 SLIDING DOORS. BRAILLE i �_ m �� * DIRECTIONS FOR USE OF THE EMERGENCY COMMUNICATIONS SYSTEM. < m z3 . 0 RS WITHOUT STILES AND HAVING A BOTTOM RAIL OR SHOE WITH THE 7 m V) to _j D ui 0 TOP LEADING EDGE TAPERED AT NO LESS THAN 60 DEGREES FROM THE HORIZONTAL SHALL W V) w < 9. EACH DOOR PROVIDING ACCESS TO AN AREA OF REFUGE FROM AN ADJACENT FLOOR AREA SHALL 1. BRAILLE SHALL BE CONTRACTED (GRADE 2) BRAILLE. x Es cl) -i � < �_ �_ - I NOT BE REQUIRED TO MEET THE 10" BOTTOM RAIL HEIGHT REQUIREMENT. �e �- Z z :7 BE IDENTIFIED BY A SIGN COMPLYING NATIONAL ACCESSIBILITY CODES, STATING "AREA OF a DOORS THAT DO NOT EXTEND TO WITHIN 10" OF THE FLOOR. . 9 �5 Of I- UJ uj C) 2. TACTILE CHARACTERS SHALL BE DUPLICATED IN BRAILLE COMPLYING WITH NATIONAL ACCESSIBILITY < 0 REFUGE", AND INCLUDING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. WHERE EXIT SIGN U- _j 5 2 a cn (1) 2 < m �- cf) .1� ILLUMINATION IS REQUIRED BY STATE AND LOCAL CODES, THE AREA OF REFUGE SIGN SHALL BE CODE. 0 1 - m 24. DOOR AND SIDELITES ADJACENT TO DOORS CONTAINING ONE OR MORE GLAZING PANELS THAT . �_ 0 . ILLUMINATED. ADDITIONALLY, -TACTILE SIGNAGE COMPLYING WITH NATIONAL ACCESSIBILITY CODES = �_ ~_ __11 . SHALL BE LOCATED AT EACH DOOR TO AN AREA OF REFUGE. PERMIT VIEWING THROUGH THE PANELS SHALL HAVE THE BOTTOM OF AT LEAST ONE PANEL ON 3. THE BRAILLE INDICATION OF AN UPPERCASE LETTER OR LETTERS SHALL ONLY BE USED BEFORE 0 M W LJ 5: Inj 5: 0 C) m :2 :0 0 w ui 0 EITHER THE DOOR OR AN ADJACENT SIDELITE 43" MAXIMUM ABOVE THE FLOOR. SENTENCES, PROPER NOUNS AND NAMES, INDIVIDUAL LETTERS OR THE 0 9:-� c) M M 0 Z 0 ck� 0 W 0 a- =) =y 1�1 EXCEPTION VISION LITES WITH THE LOWEST PART MORE THAN 66" ABOVE THE FLOOR. ALPHABET, INITIALS, OR ACRONYMS. 0 V) (n F- 2 z �_ z r_ a - L) < 2: 2! 23 ;_� 5 z E >_ >_ U-1 0 25. AUTOMATIC DOORS AND AUTOMATIC GATES SHALL COMPLY WITH NATIONAL ACCESSIBILITY CODE. 4. BRAILLE DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE AND SHALL COMPLY WITH THE 0 �_ �_ .T z . . . . . . �_ EXCEPTION: DOORS, DOORWAYS, AND GATES DESIGNED TO BE OPERATED ONLY BY SECURITY CORRESPONDING TABLE WITHIN THE NATIONAL ACCESSIBILITY CODE. < ca m c0 I - PERSONNEL SHALL NOT BE REQUIRED TO COMPLY. >_ -0 5. BRAILLE SHALL BE BELOW THE CORRESPONDING TEXT. IF TEXT IS MULTI-LINED, BRAILLE SHALL x L_ � u.j , ` �� 0 26. DOORWAYS OF AUTOMATIC DOORS SHALL HAVE A CLEAR OPENING WIDTH OF 32" IN POWER-ON BE PLACED BELOW ENTIRE TEXT. BRAILLE SHALL BE SEPARATED 3/8- MINIMUM FROM ANY OTHER � a- 0 u AND POWER-OFF MODE. THE MINIMUM CLEAR OPENING WIDTH FOR AUTOMATIC DOOR SYSTEMS AND 3/8- MINIMUM FROM RAISED BORDERS AND DECORATIVE ELEMENTS. L_ x P_ 0 W 0 SHALL BE BASED ON THE CLEAR OPENING WIDTH PROVIDED WITH ALL LEAFS IN THE OPEN BRAILLE PROVIDED ON ELEVATOR CARD CONTROLS SHALL BE SEPARATED 3/16- MINIMUM EITHER ui I I POSITION. DIRECTLY BELOW OR ADJACENT TO THE CORRESPONDING RAISED CHARACTERS OR SYMBOLS. ;E 0 0 . W m I 1 6. BRAILLE, EXCEPT AT ELEVATOR CAR CONTROLS, SHALL BE 48- MINIMUM AND 60- MAXIMUM ABOVE x < , THE FLOOR, MEASURED TO THE BASELINE OF THE BRAILLE CELLS. 3 I cn 0 z PA!PM: A. CATALDO I 0 . �_ �N_ < DRAWN BY: F.T.M.. / M.H. CD . 0 0 V) 0 I-, ui JOB NO.: SNR12-0011-00 c a_ 0 V) _0 0 a- n CL z SHEET .< I-, (n 10 -- 0 ry I . � = �.; I- . < I 1 C14 x ...... co - 0 A003 -0 0 wV) _�- 5 w I-, - *1 I I I CAUTION: IF THIS SHEET IS NOT 30"x-42" IT ISA REDUCEDPRINT SANITARY FACILITIES SANITARY FACILITIES (cont.) 49 GENERAL MULTIPLE ACCOMMODATION SANITARY FACILITIES z LLIV) NOTE: SANITARY FACILITIES THAT SERVE BUILDINGS, FACILITIES OR PORTIONS OF BUILDINGS OR * 0ctS NOTE: A MULTIPLE ACCOMMODATION SANITARY FACILITY IS DEFINED AS A ROOM THAT HAS MORE w FACILITIES THAT ARE REQUIRED TO BE ACCESSIBLE TO PERSONS WITH DISABILITIES ARE REQUIRED TOTHAN ONE SANITARY FIXTURE, IS INTENDED FOR THE USE OF MORE THAN ONE PERSON AT A TIME, w BE ACCESSIBLE. Li AND WHICH USUALLY IS PROVIDED WITH PRIVACY COMPARTMENTS OR SCREENS SHIELDING SOME m FIXTURES FROM MEW." F Li 1. WHERE SEPARATE FACILITIES ARE PROVIDED FOR NON-DISABLED PERSONS OF EACH SEX, u z SEPARATE FACILITIES SHALL BE PROVIDED FOR PERSONS WITH DISABILITIES OF EACH SEX ALSO. 1. THERE SHALL BE A CLEAR SPACE MEASURED FROM THE FLOOR TO A HEIGHT OF 27" ABOVE THE WHERE UNISEX FACILITIES ARE PROVIDED FOR PERSONS WITHOUT DISABILITIES, AT LEAST ONE 12" E UNISEX FACILITY SHALL BE PROVIDED FOR PERSONS WITH DISABILITIES WITHIN CLOSE PROXIMITY TO FLOOR, WITHIN THE SANITARY FACILITY ROOM, OF SUFFICIENT SIZE TO INSCRIBE A CIRCLE WITH A 12" C) -ACCESSIBLE FACILITY. DIAMETER NOT LESS THAN 60 , OR CLEAR SPACE .56" "BY 63IN SIZE. OTHER THAN THE DOOR 0 E THE NON - uj 0 TO THE ACCESSIBLE TOILET COMPARTMENT, A DOOR, IN ANY POSITION, MAY ENCROACH INTO THIS 0 • % WALL-MOUNTED SIGNAGE TO 2. DOORWAYS LEADING TO MEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY AN EQUILATERAL SPACE BY NOT MORE THAN 12". BE LOCATED ON LATCH SIDE 0 TRIANGLE 1/4- THICK WITH EDGES 12- LONG AND A VERTEX POINTING UPWARD. DOORWAYS i f r OF DOOR, CLEAR OF 2. DOORS SHALL NOT SWING INTO THE FLOOR SPACE REQUIRED FOR ANY FIXTURE. fw DOOR-SWING. MOUNT AT 60" 0 LEADING TO WOMEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4- THICK AND 12- 1 IN DIAMETER. C14 AFF TO CENTERLINE OF SIGN. 3. A WATER CLOSET FIXTURE LOCATED IN A COMPARTMENT SHALL PROVIDE A MINIMUM 28" WIDE 6" 01 0:00 9 "o, - (SEE ELEVATION BELOW.) m CLEAR SPACE FROM A FIXTURE OR A MINIMUM 32" WIDE CLEAR SPACE FROM A WALL AT ONE j 3. DOORWAYS LEADING TO UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4 MAX. 0 SIDE OF THE WATER CLOSET. THE OTHER SIDE OF THE WATER CLOSET SHALL PROVIDE 18" FROM IN DIAMETER, WITH A 1/4- THICK TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN 0 THICK, 12 ;�l > THE CENTERLINE OF THE WATER CLOSET TO THE WALL. GRAB BARS SHALL NOT PROJECT MORE ;j ��, -i THE 12" DIAMETER. < YiOME MEN' THAN 3" INTO THE'CLEAR SPACES AS SPECIFIED ABOVE. THE STALL SHALL BE A MINIMUM OF why .a .. 11 1 /I. X. 05 Li 4. THE ABOVE GEOMETRIC (CIRCLE & TRIANGLE) SYMBOLS ON SANITARY FACILITY DOORS SHALL BE 60" WIDE. _j CENTERED ON THE DOOR AT A HEIGHT OF 60" AND THEIR COLOR AND CONTRAST SHALL BE SANS-SERIF UPPERCASE 4. A MINIMUM 48" LONG CLEAR SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET IF THE ILI- DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOOR. CHARACTERS, RAISED 1/32- 0 COMPARTMENT HAS AN END-OPENING DOOR. A MINIMUM 60" LONG CLEAR SPACE SHALL BE Ld PROVIDED IN FRONT OF THE WATER CLOSET IF THE COMPARTMENT HAS A DOOR LOCATED AT THE U SANITARY FACILITY FIXTURES & ACCESSORIES SIDE. GRAB BARS SHALL NOT PROJECT MORE THAN 3" INTO THESE CLEAR SPACES. F=CORRESPONDING GRADE 11 0 < z 1. THE HEIGHT OF ACCESSIBLE WATER CLOSETS SHALL BE A MINIMUM OF 17 INCHES AND A MAXIMUM NOTE: BRAILLE CENTERED Li cn 5. WATER CLOSET COMPARTMENTS SHALL BE EQUIPPED WITH A DOOR THAT HAS AN 00 OF 19 INCHES MEASURED TO THE TOP OF A MAXIMUM 2-INCH HIGH TOILET SEAT, WITH THE AUTOMATIC-CLOSING DEVICE, AND SHALL HAVE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32- 1. THE BUBBLER OUTLET ORIFACE SHALL BE WITHIN 6" OF THE 04 �p EXCEPTION THAT A 3-INCH HIGH SEAT SHALL BE PERMITTED ONLY IN ALTERATIONS WHERE THE WHEN LOCATED AT THE END AND 34" WHEN LOCATED AT THE SIDE WITH THE DOOR POSITIONED FRONT EDGE OF THE DRINKING FOUNTAIN. ko NOTE: CHARACTERS & 0 Lo I EXISTING FIXTURE IS LESS THAN 15 INCHES HIGH. AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. 2. THE WATER STREAM SHALL BE SUBSTANTIALLY PARALLEL • • BACKGROUND OF SIGNS TO BE TO THE FRONT EDGE AND PROVIDE A STREAM 4" HIGH MIN. • NON-GLARE FINISH. COLOR g CD 2. URINALS SHALL BE FLOOR-MOUNTED OR WALL-HUNG. WHERE ONE OR MORE WALL-HUNG 3. AN ACCESSIBLE DRINKING FOUNTAIN WITH A ROUND OR & CONTRAST OF SIGN TO BE URINALS ARE PROVIDED, AT LEAST ONE WITH A RIM PROJECTING A MINIMUM OF 14 INCHES FROM 6. WHEN STANDARD COMPARTMENT DOORS ARE USED, WITH A MINIMUM 9" CLEARANCE FOR 0 OVAL BOWL SHALL HAVE A SPOUT POSITIONED SO THAT DISTINCTLY DIFFERENT THAN U Cj THE WALL AND A MAXIMUM OF 17 INCHES ABOVE THE FLOOR SHALL BE PROVIDED. FOOTRESTS UNDERNEATH AND A SELF-CLOSING DEVICE, CLEARANCE AT THE STRIKE EDGE ASm cu 0 SPECIFIED IN PER STATE AND LOCAL CODES IS NOT REQUIRED. THE STREAM IS WITHIN 3" OF THE FRONT EDGE COLOR & CONTRAST OF WALL. Li J" 'o 4. SIDE APPROACH DRINKING FOUNTAINS ARE NOT (STANDARD COLOR: WHITE ON bo 50 E 0 "1 3. LAVATORIES, WHEN LOCATED ADJACENT TO A SIDE WALL OR PARTITION, SHALL BE A MINIMUM OF z , § 't - 0 7. THE INSIDE AND OUTSIDE OF THE COMPARTMENT DOOR SHALL BE EQUIPPED WITH A LOOP OR ACCEPTABLE. BLUE BACKGROUND, UNLESS cu A C'l 18 INCHES TO THE CENTERLINE OF THE FIXTURE. CORRESPONDING WALL SIGNAGE j U-SHAPED HANDLE IMMEDIATELY BELOW THE LATCH. THE LATCH SHALL BE FLIP-OVER STYLE, APPROVED OTHERWISE) < In ui GRADE 11 -5- & 'g 0', C,4 4. ALL LAVATORIES THAT ARE DESIGNATED TO BE ACCESSIBLE SHALL BE MOUNTED WITH THE RIM OR SLIDING, OR OTHER HARDWARE NOT REQUIRING THE USER TO GRASP OR TWIST. BRAILLE CENTERED V) i� 1:14 4 C-4 fn P. COUNTER EDGE NO HIGHER THAN 34 INCHES ABOVE THE FINISHED FLOOR AND WITH A VERTICAL z CLEARANCE MEASURED FROM THE BOTTOM OF THE APRON OR THE OUTSIDE BOTTOM EDGE OF THE 8. EXCEPT FOR DOOR-OPENING WIDTHS AND DOOR SWINGS, A CLEAR, UNOBSTRUCTED ACCESS NOT < LAVATORY OF 29 INCHES, REDUCING TO 27 INCHES AT A POINT LOCATED 8 INCHES BACK FROM LESS THAN 44 INCHES SHALL BE PROVIDED TO WATER CLOSET COMPARTMENTS DESIGNED FOR USE a- Li THE FRONT EDGE. KNEE CLEARANCE BELOW THE LAVATORY SHALL EXTEND A MINIMUM OF 30 BY PERSONS WITH DISABILITIES AND THE SPACE IMMEDIATELY IN FRONT OF A WATER CLOSET 8" MIN. COMPARTMENT SHALL BE NOT LESS THAN 48 INCHES AS MEASURED AT RIGHT ANGLES TO DRINKING FOUNTAIN ALCOVE' V) INCHES IN WIDTH BY 17 INCHES IN DEPTH. TOE CLEARANCE SHALL BE THE SAME WIDTH AS KNEE COMPARTMENT DOOR IN ITS CLOSED POSITION. -70 48" MIN. c�l CLEARANCE AND SHALL BE A MINIMUM OF 9 INCHES ABOVE THE FINISHED FLOOR AND A MINIMUM >A OF 17 INCHES DEEP FROM THE FRONT OF THE LAVATORY. z 0 BATHING FACILITIES & LOCKERS < N co oc 49 M 5. WATER CLOSET AND URINAL FLUSH VALVE CONTROLS SHALL BE OPERABLE WITH ONE HAND, SHALL 0 NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND SHALL BE MOUNTED NOTE: WHERE FACILITIES FOR BATHING ARE PROVIDED FOR THE PUBLIC, CLIENTS OR EMPLOYEES, < _j NO MORE THAN 44 INCHES ABOVE THE FLOOR. 2E m INCLUDING SHOWERS OR LOCKERS, AT LEAST ONE SUCH FACILITY, AND NOT LESS THAN I PERCENT OF cn 0 :3 ALL FACILITIES, SHALL CONFORM TO STATE AND LOCAL CODES. m LAJ 6. LAVATORY FAUCET CONTROLS AND OPERATING MECHANISMS, SHALL BE OPERABLE WITH ONE HAND to m C) WALL SIGNAGE 0 to < C,4 IN ACCORDANCE WITH CHAPTER 11B OF THE CBC AND SHALL NOT REQUIRE TIGHT GRASPING, 1. COMPARTMENT SHOWERS SHALL BE 60 INCHES MINIMUM IN WIDTH BETWEEN WALL SURFACES AND ! I PINCHING, OR TWISTING OF THE WRIST. 30 INCHES MINIMUM IN DEPTH WITH A FULL OPENING WIDTH ON THE LONG SIDE, OR 42 INCHES IN __j 00" WIDTH BETWEEN WALL SURFACES AND 48 INCHES MINIMUM IN DEPTH WITH AN ENTRANCE OPENING 8-MIN.-----,, Lo 7. CONTROLS FOR WATER CLOSET FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF TOILET 6 M AX. OF 42 INCHES. AS AN ALTERNATIVE, SHOWERS 60 INCHES MINIMUM IN WIDTH MAY BE 36 INCHES KNEE /%9 TOE AREAS. MINIMUM IN DEPTH AS LONG AS THE ENTRANCE OPENING WIDTH IS A MINIMUM 36 INCHES. CLEARANCE 17" CLEARANCE 8. THE FORCE REQUIRED TO ACTIVATE WATER CLOSET AND URINAL FLUSH VALVE CONTROLS SHALL v m 2. THRESHOLDS OR RECESSED DROPS AT COMPARTMENT SHOWERS SHALL BE A MAXIMUM OF 1/2- IN ALCOVES WITH A DEPTH VMEN HIM ui BE NO GREATER THAN 5-POUND-FORCE. ELECTRONIC OR AUTOMATIC FLUSHING CONTROLS ARE HEIGHT AND SHALL BE BEVELED OR SLOPED AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM GREATER THAN OR EQUAL TO 24" ACCEPTABLE AND PREFERABLE. THE HORIZONTAL. SHALL BE A MINIMUM 36" WIDE. < 9. THE FORCE REQUIRED TO ACTIVATE LAVATORY FAUCET CONTROLS AND OPERATING MECHANISMS, 3. MERE, WITHIN THE SAME FUNCTIONAL AREA, TWO OR MORE ACCESSIBLE SHOWERS ARE PROVIDED, SHALL BE NO GREATER THAN 5-POUND-FORCE. LEVER-OPERATED, PUSH-TYPE AND THERE SHALL BE AT LEAST ONE SHOWER CONSTRUCTED OPPOSITE HAND FROM THE OTHER OR z ELECTRONICALLY CONTROLLED MECHANISMS (PREFERABLE) ARE EXAMPLES OF ACCEPTABLE OTHERS (I.E., ONE LEFT HAND CONTROL VS. RIGHT HAND CONTROLS). ACCESSIBLE DRINKING FOUNTAIN ACCESSIBLE RESTROOM SIGNAGE < DESIGNS. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 L V) SCALE: N.T.S. ITOHC-HC-drinking-fntn-01 An7 SCALE: N.T.S. ITOHC-HC_restroom_sign_-01 z SECONDS. 4. THE MAXIMUM SLOPE OF THE FLOOR SHALL BE 2 PERCENT PER FOOT IN ANY DIRECTION. WHERE DRAINS ARE PROVIDED, GRATE OPENINGS SHALL BE A MINIMUM OF 1/4- AND LOCATED FLUSH z 10. HOT WATER AND DRAIN PIPES ACCESSIBLE UNDER LAVATORIES SHALL BE INSULATED OR ui WITH THE FLOOR SURFACE. m OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. in FLUSH CONTROLS SHALL BE 5. SHOWERS IN ALL OCCUPANCIES SHALL BE FINISHED WITH A SMOOTH, HARD, NON-ABSORBENT 59" IN. @ FLOOR-MOUNTED C. 11. A CLEAR FLOOR SPACE 30 INCHES BY 48 INCHES SHALL BE PROVIDED IN FRONT OF A LAVATORY 10 ACCESSIBLE FROM THE WIDE SIDE TO ALLOW A FORWARD APPROACH. SUCH CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN SURFACE SUCH AS PORTLAND CEMENT, CONCRETE, CERAMIC TILE OR OTHER APPROVED MATERIAL NOTE WHEN DOOR SWINGS IN OF THE TOILET. < TO HEIGHT OF NOT LESS THAN 70 INCHES ABOVE THE DRAIN INLET. MATERIALS OTHER THAN U ACCESSIBLE ROUTE AND SHALL EXTEND INTO KNEE AND TOE SPACE UNDERNEATH THE LAVATORY. STRUCTURAL ELEMENTS USED IN SUCH WALLS SHALL BE OF A TYPE WHICH IS NOT ADVERSELY PROVIDE LEVER HANDLE 56'01 MIN. WALL-MOUNTED I.C. V) r) AFFECTED BY MOISTURE. FAUCET NOT REQUIRING A WHEN DOOR SWINGS IN F > 12. LAVATORY MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE NO HIGHER THAN 40 INCHES 17" e_ FROM. THE FLOOR. 6. DOORS AND PANELS OF SHOWER ENCLOSURES SHALL BE SUBSTANTIALLY CONSTRUCTED FROM MIN. GRASP TO OPERATE. GRAB BARS TO BE 1-1/4- TO 0 OPERATING FORCE SHALL 60" MIN. 1100 1-1/2- DIAMETER WITH 1-1/2- Li APPROVED, SHATTER-RESISTANT MATERIALS. NOTE: 10 0 co HINGED SHOWER DOORS SHALL OPEN OUTWARD. NOT EXCEED 5 POUNDS. CLEARANCE TO FINISH WALL z 13. WERE TOWEL, SANITARY NAPKINS, WASTE RECEPTACLES, AND OTHER SIMILAR DISPENSING AND .-PROVIDE INSULATION OR OTHER LIJ 24* SURFACE. m DISPOSAL FIXTURES ARE PROVIDED, AT LEAST ONE OF EACH TYPE SHALL BE LOCATED WITH ALL 11 . V_ 7. GLAZING USED IN DOORS AND PANELS OF SHOWER ENCLOSURES SHALL BE FULLY TEMPERED, PROTECTION AT HOT WATER ui z OPERABLE PARTS, INCLUDING COIN SLOTS, WITHIN 40 INCHES FROM THE FINISHED FLOOR. MIN b GRAB BARS SHALL HAVE BACKING Li LAMINATED SAFETY GLASS OR APPROVED PLASTIC. WHEN GLASS IS USED, IT SHALL HAVE A SUPPLY AND DRAIN PIPES. m co 0� . C) 0 MINIMUM THICKNESS OF NOT LESS THAN 1/8- WHEN FULLY TEMPERED, OR 1/4- WHEN LAMINATED, 34 MIN.\ 2 AND BE DESIGNED TO SUPPORT A o- 14. TOILET TISSUE DISPENSERS SHALL BE LOCATED ON THE WALL WITHIN 12 INCHES OF THE FRONT AND SHALL PASS THE TEST REQUIREMENTS OF STATE CODES. %to CN 250 POUND POINT LOAD. ui '"`i. 0 CLEAR < EDGE OF THE TOILET SEAT AND NO LOWER THAN 19 INCHES FROM THE FLOOR. DISPENSERS THAT 48" MINw CONTROL DELIVERY OR THAT DO NOT PERMIT CONTINUOUS PAPER FLOW SHALL NOT BE USED. S. PLASTICS USED IN DOORS AND PANELS OF SHOWER ENCLOSURES SHALL BE OF A x 0 54" MIN. 36" MIN. , < U-1 e. 19- j I 0� 15. WHERE URINALS ARE PROVIDED, AT LEAST ONE SHALL HAVE A CLEAR FLOOR SPACE 30 INCHES SHATTER-RESISTANT TYPE. < m m -1 . �? ' GRAB BAR' < W 0 :2 a 0 MAX 18" 42" MIN. 12" 24* m: THIS CLEAR SPACE C) W , A— 12" V) BY 48 INCHES IN FRONT OF THE URINAL TO ALLOW FORWARD APPROACH. UNDER GRAB BAR 9. ENCLOSURES, WHEN PROVIDED FOR SHOWER STALLS, SHALL NOT OBSTRUCT TRANSFER FROM -t X 1 . MAX. M cn SHALL COMPLY WITH STATE AND LOCAL CODES. C,4 MIN < WHEELCHAIRS ONTO SHOWER SEATS. SINK W/ BACKING GRAB BAR IN GRAB BAR a' g0 c- r--------- ----I W/ BACKING U) -4- TOILET PAPER -ABSORBENT SURFACE SUCH AS r r 'CLEAR 16. TOILET ROOM FLOORS SHALL HAVE A SMOOTH, HARD, NON 10. WATER CONTROLS OF A SINGLE-LEVER DESIGN SHALL BE LOCATED ON THE SIDE WALL OF THE I Li PORTLAND CEMENT, CONCRETE, CERAMIC TILE OR OTHER APPROVED MATERIAL WHICH EXTENDS COMPARTMENT ADJACENT TO THE THE SEAT AND OPERABLE WITH A MAXIMUM FORCE OF 5 LB 8* MIN. ,-6" MAX. TOE z FLOOR DISPENSER AdOft. < UPWARD ONTO THE WALLS AT LEAST 5 INCHES. WALLS WITHIN WATER CLOSET COMPARTMENTS KNEE m Allll�_ e- CLEARANCE tSPACE Ir C-)j MOUNTED AT 40 INCHES (PLUS OR MINUS 1 INCH TOLERANCE) ABOVE THE SHOWER FLOOR, AND CLEARANCE- ro T AND WALLS WITHIN 24 INCHES OF THE FRONT AND SIDES OF URINALS SHALL BE SIMILARLY ro, 2� THE CENTERLINE OF THE CONTROLS SHALL BE WITHIN A REACH RANGE OF NO LESS THAN 18 Z FINISHED TO A HEIGHT OF 48 INCHES AND, EXCEPT FOR STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH WALLS SHALL BE A TYPE WHICH IS NOT ADVERSELY AFFECTED BY MOISTURE. INCHES AND NO MORE THAN 24 INCHES FROM THE REAR EDGE OF THE SEAT. 19' MAX. q- 12",-,-\ --------- ------ UNDER SINK MAX' GRAB BARS 11. A FLEXIBLE HAND-HELD SPRAYER UNIT WITH A HOSE AT LEAST 60 INCHES LONG SHALL BE 48" MIN 17" L REAR GRAB BAR ALLOWED AT 36" MAX. C6 m PROVIDED WITHIN REACH RANGE OF THE SEAT AT A DISTANCE NOT TO EXCEED 27 INCHES SECTION PLAN 36" A.F.F. AT TANK TYPE TOILET 0 HORIZONTALLY MEASURED FROM THE REAR SEAT EDGE TO THE CENTERLINE OF THE MOUNTING CLEAR U C) _j 1. GRAB BARS SHALL BE LOCATED ON EACH SIDE, OR ON ONE SIDE AND THE BACK OF THE BRACKET. THIS UNIT SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 48 INCHES (PLUS OR MINUS < C) ACCESSIBLE TOILET STALL OR COMPARTMENT. m 1 INCH TOLERANCE) ABOVE THE SHOWER FLOOR. ACCESSIBLE LAVATORY ACCESSIBLE TOILET Lai Of 2. GRAB BARS SHALL BE SECURELY ATTACHED 33 INCHES ABOVE AND PARALLEL TO THE FLOOR, SCALE: 3/8"=1'-0" ITOHC-HC_restr om-03 8 SCALE: 1/4"=V-0" ITOHC-HC-restroom-01 < EXCEPT THAT WHERE A TANK-TYPE TOILET IS USED WHICH OBSTRUCTS PLACEMENT AT 33 INCHES, 12. WERE ACCESSIBLE SHOWER FACILITIES ARE PROVIDED IN AREAS SUBJECT TO EXCESSIVE THE GRAB BAR MAY BE AS HIGH AS 36 INCHES. VANDALISM, IN LIEU OF PROVIDING THE FIXED FLEXIBLE HOSE AND HAND-HELD SHOWER HEAD, TWO WALL-MOUNTED SHOWER HEADS SHALL BE INSTALLED. EACH SHOWER HEAD SHALL BE 3. GRAB BARS AT THE SIDE SHALL BE AT LEAST 42 INCHES LONG WITH THE FRONT END POSITIONED INSTALLED SO THAT IT CAN BE OPERATED INDEPENDENTLY OF THE OTHER AND SHALL HAVE SWIVEL ANGLE ADJUSTMENTS, BOTH VERTICALLY AND HORIZONTALLY. ONE SHOWER HEAD SHALL z 24 INCHES IN FRONT OF THE WATER CLOSET STOOL AND WITH THE BACK END POSITIONED NO FLUSH CONTROLS SHALL BE Li BE LOCATED AT A HEIGHT OF 48 INCHES (PLUS OR MINUS 1 INCH TOLERANCE) ABOVE THE ACCESSIBLE FROM THE WIDE SIDE m MORE THAN 12 INCHES FROM THE REAR WALL. GRAB BARS AT THE BACK SHALL BE NOT LESS ui SHOWER FLOOR. OF THE TOILET. Li THAN 36 INCHES LONG. of V_ C) 13. THE FOLLOWING COMPARTMENT SHOWER ACCESSORIES SHALL BE PROVIDED: < 4. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL BE 1-1/4- TO m roo >_ 1-1/2- OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. IF GRAB BARS ARE • A FOLDING SEAT LOCATED WITHIN 27 INCHES OF THE CONTROLS MOUNTED 18 INCHES ABOVE co -1 2� GRAB BARS TO BE 1-1/4- TO m MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BARS SHALL BE 24" - 1-1/2- DIAMETER WITH 1-1/2- e- :m a- THE FLOOR, AND WITH A MINIMUM SPACE OF 1 INCH AND MAXIMUM SPACE OF 1-1/2 INCHES CLEARANCE TO FINISH WALL w 2 L) 1-1/2". ALLOWED BETWEEN THE EDGE OF THE SEAT AND ANY WALL. WHEN FOLDED, THE SEAT SHALL m < MIN CII x w m SURFACE. NOT EXCEED MORE THAN 6 INCHES FROM THE MOUNTING WALL. _j CD w 0 5. THE STRUCTURAL STRENGTH OF GRAB BARS, TUB AND SHOWER SEATS FASTENERS, AND MOUNTING C-4 < GRAB BARS SHALL HAVE BACKING Of U) DEVICES SHALL MEET THE FOLLOWING SPECIFICATIONS: • GRAB BARS LOCATED ON WALLS ADJACENT TO AND OPPOSITE THE SEAT. GRAB BARS TO m C) 5 AND BE DESIGNED TO SUPPORTA ui ALSO COMPLY WITH THE DIAMETER, LOADING AND PROJECTION REQUIREMENTS OF STATE AND CD w • BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE MAXIMUM BENDING MOMENT LOCAL CODES. GRAB BARS SHALL BE MOUNTED BETWEEN A MINIMUM OF 33 INCHES AND A 48" MIN. 250 POUND POINT LOAD. Of �e ui 7 e- w 0 FROM THE APPLICATION OF A 250-LB POINT LOAD SHALL BE LESS THAN THE ALLOWABLE MAXIMUM OF 36 INCHES ABOVE THE SHOWER FLOOR WITH AN L-SHAPED GRAB BAR MOUNTED CLEAR < z 54" MIN. 36" MIN. 0 2 < STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT. ON WALLS OPPOSITE AND ADJACENT TO THE FRONT EDGE OF THE SEAT, BUT NOT EXTENDED UJI ' GRAB >_ ry • SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY THE APPLICATION OFA 250-LB TO INCLUDE THAT PORTION OF WALL OVER THE SEAT. 42" MIN. 12" 24' :E W z GRAB BAR 16o /� 12" < GRAB BAR o MAX. :z POINT LOAD SHALL BE LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF 14. WHEN A SOAP DISH IS PROVIDED, IT SHALL BE LOCATED ON THE CONTROL WALL AT A MAXIMUM W/ BACKING GRAB BAR 0 THE GRAB BAR OR SEAT, AND ITS MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED HEIGHT OF 40 INCHES ABOVE THE SHOWER FLOOR, AND WITHIN REACH LIMITS FROM THE SEAT. < TO BE FULLY RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL NOT TOILET PAPER W/ BACKING 0 V) w LL_ EXCEED THE ALLOWABLE SHEAR STRESS. 15. WHERE LOCKERS ARE PROVIDED FOR THE PUBLIC, CLIENTS, EMPLOYEES, MEMBERS OR DISPENSER 01 1 1 1 1 1 1 PARTICIPANTS, AT LEAST ONE LOCKER AND NOT LESS THAN 1 PERCENT OF ALL LOCKERS SHALL w • SHEAR FORCE INDUCED IN FASTENER OR MOUNTING DEVICES FROM THE APPLICATION OFA m in INCHES IN CLEAR WIDTH SHALL BE PROVIDED TO THESE LOCKERS. 0 250-LB POINT LOAD SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE BE MADE ACCESSIBLE TO PERSONS WITH DISABILITIES. A PATH OF TRAVEL NOT LESS THAN 36 06 uj FASTENER OR MOUNTING DEVICE OR THE SUPPORTING STRUCTURE, WHICHEVER HAS THE _j U) cn SMALLER ALLOWABLE LOAD. MAX. _j 3. REAR GRAB BAR ALLOWED AT < w 36" MAX. 7 • TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF A 250-LB POINT DRINKING FOUNTAINS _7ol Ln 0 36" A.F.F. AT TANK TYPE TOILET r1r) LOAD, PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF A 250-LB POINT LOAD, cn 0 z 0 < SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND NOTE: WHERE WATER FOUNTAINS ARE PROVIDED, THEY SHALL COMPLY WITH STATE AND LOCAL CODES. SUPPORTING STRUCTURE. z < ACCESSIBLE TOILET m m FD 1. IN NEW CONSTRUCTION, WHERE ONLY ONE DRINKING FOUNTAIN AREA IS PROVIDED ON A FLOOR, 0 cz) 9 SCALE: 1/4"=l'-O" ITOHC-HC-restroom-01 a 4 U GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. THERE SHALL BE A DRINKING FOUNTAIN THAT IS ACCESSIBLE TO INDIVIDUALS WHO USE _j m m < D 0 WHEELCHAIRS IN ACCORDANCE WITH STATE AND LOCAL CODES AND ONE ACCESSIBLE TO THOSE m U) n m _j ui 0 6. A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO IT SHALL BE FREE OF ANY WHO HAVE DIFFICULTY BENDING OR STOOPING. THIS CAN BE ACCOMMODATED BY THE USE OF Lai U) w < 0:: _j SHARP OR ABRASIVE ELEMENTS. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8". "HI-LO" FOUNTAINS, OR BY SUCH OTHER MEANS AS WOULD ACHIEVE THE REQUIRED ACCESSIBILITY < < zr I- Z z FOR EACH GROUP ON EACH FLOOR. 48" MIN 48" MIN I- w w CD U- -i m :2 7 0 6 0 < m I- I- to I--- uj -i :D w :z clt� z m 2. DRINKING FOUNTAINS SHALL BE A MINIMUM OF 18 INCHES IN DEPTH AND THERE SHALL BEA ,4,-MAX &MAX I-_ w w < < I-- w < 0 < 0 0 CLEAR AND UNOBSTRUCTED KNEE SPACE UNDER THE DRINKING FOUNTAIN NOT LESS THAN 27 :m LLJ (f) LL_ (n m Ll 5; 1 5; _0 INCHES IN HEIGHT AND 8 INCHES IN DEPTH, THE DEPTH MEASUREMENT BEING TAKEN FROM THE C) :3 w uj 0 CLEAR t ICLEAR c) M M V) Z ca FRONT EDGE OF THE FOUNTAIN. z 'FLOOR M =) > = ,.t FLOOR I U-1 0 Ln U) z I- I- m 0 17- " SPACE M ISPACE >:c U < :z Z C) z: cl z 4 Q- 0 0 04 > 0 3. THERE SHALL BE TOE CLEARANCE OF 9 INCHES IN HEIGHT ABOVE THE FLOOR, AND 17 INCHES IN Li NA :2 F- !�-j < Uj W cl C) L>CL A _j _j =i M T DEPTH FROM THE FRONT EDGE OF THE FOUNTAIN. n 2 _j W z 0 Q Q Q_ m C) m 0 F- x <0) < . . . . U- :x >_ 4. THE DRINKING FOUNTAIN BUBBLER SHALL BE ACTIVATED BY A MANUALLY-OPERATED SYSTEM NOT 14" \1-14" N c,4 " 04 04 C4 CN lo X MIN MIN -: - REQUIRING A FORCE GREATER THAN 5-POUND-FORCE THAT IS LOCATED WITHIN 6 INCHES OF THE Lu Ill 0 ------- F a_ r-- u-) Eo cD : -7 -7 C� C� FRONT EDGE OF THE FOUNTAIN; OR AN ELECTRONICALLY CONTROLLED DEVICE O (PREFERABLY). -t Ln ro to 1,- 00 0) C) x fkf PLAN 0 a 0 c> 0 o o 5. THE BUBBLER OUTLET ORIFICE SHALL BE LOCATED WITHIN 6 INCHES OF THE FRONT EDGE OF THE 14" MIN DRINKING FOUNTAIN AND SHALL BE WITHIN 36 INCHES OF THE FLOOR. THE WATER STREAM FROM e- THE BUBBLER SHALL BE SUBSTANTIALLY PARALLEL TO THE FRONT EDGE OF THE DRINKING ui FOUNTAIN. FLUSH FLUSH m VALVE VALVE It T cn PA/PM-. A. CATALDO 6. DRINKING FOUNTAINS SHALL BE LOCATED COMPLETELY WITHIN ALCOVES OR OTHERWISE POSITIONED z SO AS NOT TO ENCROACH INTO PEDESTRIAN WAYS. THE ALCOVE IN WHICH THE WATER FOUNTAIN DRAWN BY: F.T.M. / M.H. o IS LOCATED SHALL BE NO LESS THAN 32 INCHES IN WIDTH AND 18 INCHES IN DEPTH. x 2 x < < V) RIM m RIM U-1 JOB NO.: SNR12-0011-00 0 coria _0 < < Q_ SHEET C) r % < 1-1 - _�'T6- MAX U) 0 48- MIN CD 11 SECTION ELEVATION CLEAR < V) ACCESSIBLE URINAL AO . 3a 42 MIN -fA-L( 4M IN IEE EARANCE ._,, ::24 2� G GRAB BAR )17P. .. .... 0 10 SCALE: 3/8"=1'-O" ITOHC-HC-urinal-01 ------- ------- CAUTION : IF THIS SHEET IS NOT 30" x42" IT IS A REDUCED PRINT 0 rn 3. DEMO SITE NOTES r 1 SEE SHEET AO.2 FOR GENERAL NOTES z 0 EXISTING CURB TO BE REMOVED, TYP. Li EXISTING BOLLARD TO BE REMOVED, TYP. m Li icf u u EXISTING PARKING AREA TO BE RE-STRIPED. z Li cu TING LANDSCAPE AREA TO REMAIN, U.N.O., TYP. ® EXISTING 0 C-) E EXISTING MONUMENT SIGN TO QNOT USED. REMAIN. Li 04 402 0 EXISTING HARDSCAPE, LANDSCAPE AND SITE IMPROVEMENTS TO BE 1 REMOVED. ® EXISTING LIGHT POLE TO REMAIN. a. (u m 0 :m a] EXISTING TRANSFORMER TO REMAIN. 0ps EXISTING LIGHT POLE TO BE REMOVED. PROTECT AND MAINTAIN FOR REUSE. 0 c_ Li EXISTING BIKE RACK TO BE REMOVED.. < O \ EXISTING GUTTER TO BE REMOVED. ILL_ 0 Dj EXISTING LOADING ZONE PAINT STRIPING TO BE REMOVED. EE EXISTING BOLLARD TO REMAIN. z 4 5 Lj EXISTING SIDEWALK TO REMAIN. v 00 Ej EXISTING GAS METER TO REMAIN. 15 EXISTING- TRASH ENCLOSURE TO REMAIN. 0e.�1 \� 18 0 EXISTING CANOPY TO REMAIN, PREPARE FOR NEW FINISH PER ELEVATIONS. m v 0 Lj m bo U _j C�" _j < uj m r. o" 3 tmf 'q N "o U c14 n 0 tq 01 a. Li L) z 0< mt ILL!" s. 8 I(E) (E) V49 Ld m _j _j 3 z < U) Z 0 — -------------- V) ------------------- RAN 11 IN 0 it 11 IN 0 11 c) Li 2 I 2 p N 14 _j L) it If V) 0 ---------- Z/ > If -------- - _- Ld L) ILLJ LLJ L) uj I z ILLJ 4D \k v C) 0 a_ If Y <uII < ui -4 1- j h' IL _J U) 0 U) it 15 z < 0 0 V) < -------- z 'rn 1.1 II Li < 111 II II M ii ti I II r uj 11 0 >If -------- I _j C6 (y) 0 It=- co C) II If I 3 I : - ORCHARD SUPPLY HARDWARE II If If ------- EXISTING BUILDING --if =�j z Ld ILL! 40 000 SF --------yE FF 197.881 -------- cn If • • • I- CL r ILLI X (n --------1t Li z L I ii n U) of Li II 11 II 11z ----- If 0 2 < ------------ -------- W ---------------- if Q z • x JIM Ld II Z :F L11 II O ILLJ 1 ii h it If U- it 11 iI it ii ti 0 il LLI It < it cn it _j II r If it LL, < If _j VE------ g------a _j 0 Q&1A_m_"i ---------- < F_ L t Entn Ll -------------- LEGEND m Lo INGZONE C-) <_c 5� _j m (/) ----------------`— — — cr EXISTING FIRE HYDRANT LLI 0 --------------- " D Lit cf) z Z: z LLJ L-i 1C, ILL_ W < a (n 7- crf 0 0 2 < m W _j _j I- =) w m w z 0 < < V) < 0 < 0 L) Y(E) EXISTING SITE LIGHT TO REMAIN, TYP. I- W U_ (n U_ (n I-_ m w Lj 5; L, 5; M =:> 0 m m a) U) zo amour V) z I-- zlF- = :�r M z 0 z < -J w -J U-i 0 EXISTING PARKING STALL COUNT m tz t:: _j _j :D z:) 101010la- mIQIm 0 N C'4 " C14 C'4 C14 04 " '7 Ld I- 0 a- < CN c%4 0 U -q- Lo (o Co r•, 06 6 C3 La 0 0 I U: 0 z PA/PM: A. CATALDO 1 0 I- < DRAWN BY: F.T.M. M.H. 0 Li JOB NO.: SNR12-0011-00 En _0 CL m CL 0 z SHEET ca DEMO SITE PLAN " Q SCALE: 1'=20'-O" ■ADml Li 0 L CAUTION. IF THIS SHEET IS NOT 30""x42"" IT IS- A REDUCED PRINT Y A0 O (� O , AD-3 ��______________:� E �r=====�1 �- s # t Ji i l I I 11--- ----------- -------------------- II I, i f `�\\ >- =---I +, I( ii II ii i iI II Ii I a L I + 11 I I I t 1 I I I I 1\ Is . \ \ Z i, I I I I I I i I ii II i i ///�r \\\ .\\I w r .ycis 1 (\�M/lj I iI ii ii ii I I It y v V I, 1 It it fl I 11 ii 11 ,�/ `\\ i\� Z L it it /, \_ w a3 III------------------------------ III,! 1I,I+ I { It II 2 --------------------------- ----------------------------------------------------- \ E ---- . rII I I IIf--- -------------- ------------------ ------ it I IIIA dill r'} I -------_-__-----' I+ !t I+ tl 1 11 \\ \\ = V II ,I It It 6 7 11111 } 1 I } li ii I il -------Jttu_-----1-------------- rt _ — 1 t t i I cv \ \ C- a} - o 0 0 0 } I +i # 18 I , \ 14 ` `\ m 11 i 13 2'-6 1/2" 14 I 8 "+n r,10'-0 1/2" a�� ,� 16 m ! TYP. t i . 6 ly CC I I � I `�► �4 � � I i it i I I � /,/ ��` � J 04 19 it I _ _ ,'--- I I i 20 ; } 'I '/�/ I I z u ------------ it /-_-_----_ S 171 If bo 'E a + v N t II m � � O * � ' m �`- ------- = r1` 1 i _ {111 I' m bo m �o E e i tel+ -1 • * O til II l31 , +III Ii Q �'' � •� �. O � { I I f 11 Ri G4. bA N vii w 12 `\� I I I ► I I I I I zc III 1 II I +i w Lo 3 - - ---- it li z I ii 3 ; II vs `. I ,I mo t t 1 1 i i I I O 'f — — —------- - -- I I 4 If = a I I It Z } Li I ( i +I Li o { I t 11 W i i ? f Lj m V) 1 I I I 3 s I I z - •. 1 I iI tl C it I V) I I ! 1 II cn�^ 1 I( Ld I uj It I II j B J ' � C1 ii j I 1 2 AD.3 cn I I II ►t II I D II n I ®n 6uj 0 - 1 I 1I I + w _ 7 0uj — II ti _ ui Z I i 3I ILJ O 'I " ! i { If— of �.1 w rn I I t QJ= • , OuI TYP.IL-------- viI—I .. II i t t t I-I I I I I Lo W _ F uj F- } I I _ - I,--�� I I t TYP. I I m ii 1 II I 0 I !�_J�-------------�� ----------------------------------------- ------------------------------------- -------- ------- ------------------------ it O L_-------- --- --- ------ ----------� �------------- -- - CJ II ' II 2 II II II p TYP. w T' tI ri I tI d 10it JAI II II IL I T it i I+ w i it i I+ II II I 11 I I +I II If (' uj w t+ t ( I it 'f '�---------- -----�I li ?- i l i I1 I�----------------�, Ii - m F— I ff11 I 11 w I1 I, II X In I } } I It ii II lt1 Z it 11 17 II 17 LLJ i i O --------- L__ pffY w __________ -- ------------------ ___�1 — - — , uj I — — — — — — Z Qz '------------- ------------- '� a u 2I };9 1 6 $ < w I1 i :z Ad y 8 1 I I I I ; I O Ld q C TYP. o Z !"► B D AD.3 E F D J o m z ¢ � g or Q DEMOLITION FLOOR PLAN " z LL SCALE: 3/32"=1'-0" m Z a O E J ° Q �_- m Duj ¢1 FLOOR PLAN NOTES WALL LEGEND w o Y < z Z SEE SHEET A0.2 FOR GENERAL NOTES +� ¢ -' w C) 13 EXISTING ROOF ACCESS LADDER TO REMAIN. EXISTING CONSTRUC11ON TO REMAIN O w w _j _j II- m W z W z Q i-- Ir ¢ aI- cr, ¢ Oa0 ' ) REMOVE PARTITIONS AND RELATED ELECTRICAL OUTLETS AS INDICATED. i�- m �'' Li- � w � a TERMINATE ELECTRICAL LINES BACK TO POINT OF ORIGIN. ----------------- � m w w U �2 REMOVE DOOR ASSEMBLY. 14 EXISTING BOLLARD TO REMAIN. ----------------- EXISTING CONSTRUCTION TO BE REMOVED ((n N F- z Z H F— z z a z o z 15 EXISTING EXTERIOR STAIR TO REMAIN, REMOVE STEEL PIPE RAIL. r >- w Q w w �3 REMOVE POWER/SIGNAL OUTLETS AS SHOWN. z REMOVE VESTIBULE AREA WITH INTERIOR GLAZING SYSTEM, z Mu-Q-0- m v m v 16 SUSPENDED CEILING, AND FLOOR FINISHES. >' -o ® PREP ALL EXISTING PAINTED WALLS FOR NEW PAINT FINISH. w r T C14 `�' 1 F— � (0uir; cor c0 to 17 EXISTING DOOR TO REMAIN, PREP FOR WELD SHUT. o ¢ N r O N c l D vi cLi c0 r; a� vi o o F5 REMOVE FLOORING IN THIS ROOM. 000 0 0 0 0 18 EXISTING COLUMN TO BE REMOVED, SEE STRUCTURAL DRAWINGS. _ ® REMOVE EXISTING BUILDING SIGNAGE. `— 019 REMOVE PLUMBING FIXTURES. CAP PLUMBING AS REQUIRED. w �7 REMOVE EXTERIOR GLAZING. 0 20 REMOVE EXISTING CEILING GRID & TILES IN THIS AREA SAVE z PA/ PM: A. CATALDO LIGHT FIXTURES & EXIT SIGNS FOR POSSIBLE RE—USE IN NEW 0I.- EK] ® REMOVE EXISTING BOLLARD, U.N.O. GRID < DRAWN BY: F.T.M./ M.H. a U- REMOVE EXISTING SIDEWALK. w JOB NO.: SNR12-0011-00 i2 o to QFl-0-1 REMOVE EXISTING INTERIOR GLAZING. 0 Q SHEET i CD 0 �I 11 EXISTING CANOPY TO REMAIN. N 12 REMOVE ALL WALL AND FLOOR FINISHES THROUGHOUT n PREP FOR NEW FINISHES PER FINISH PLAN. w j w -- — - - ----- --- --- --- -- -- --- - ------ CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT Y O G F E D C B W 7 ; II � ,2 � ami 1 f 4 w LZ ------ ---T- --------- -------i -- ---------------- --------------- --- - - -- ----- ------ - - 0+29'ADE U z L W � 3 m I , I _ I T.O.P. 0 r--' ----I- ---------I--------- -F--- -i 1 f 5 I r�I r i Lr-rr r� r, r-�r--ir�� k I II I II i r-: ii {i" i i I i� r'� --- -- - - --- - - - - q w U 1 1 tt I I I f I t t 1I I I t t t{ I I I I +24-0 I I I11 II I I 11—I IL AI ' tl ll u it 11 0 ' L I-------22 t- -t-t 7r rt o O I I 1I u �I I - --4--I I- ,,2 L-jLJ L aLJILJ Ls1 LJ LJ L-4J- I I '� C�`U� O^Jv G COMPUTER'S I i I T�S C APPLIANCES:-GAMES G MOVI�S a r-n _ r -----�_--- -- -1 - -- ----J--i _ +/ N I O iLI _ I Q A N 1 N A 1 1 I A A 1 A A 1 I ® 10 Li .J ,in N in Ike I I ♦ I n N n I NiIr N ti\♦ i It It 1 rl I 11- - J1 _ if 1L t 1.' 1 F.F.E w - - Ft - - - -- - -- - - - - - - - - - - - - - - - -- - - -- - - - - - - - - - - - - - - tp'-0" O ILL! 15 15 2 3 15 1 1.5IU-- 0 z La O S M 00 NORTH EXTERIOR DEMO ELEVATION SCALE: 3/32"=1'-0" w1. soy., m a 0 - W 5 r °` os m 5 � IV N N rr- 0 7 Z 1 O � p trLf) vi S �: to etl 0.. CD 'a eq I { I I I i i 4 U i Z ---------T------ ---T-------, - - - - - - € - - - - - - - - '- - - - - - - - - TO.A_RGADEw+28-1, w r --------------- ----IrT.O.Ptl `I �III {LlIJl � - - - - - - - - +24'-0" a II 1t! { ( i � ©�I /II IS !1 j I I t 1 � uIY' In �t �► ;� I '�+ aL-ALJ LJLJLJLTJ LALJ LTJ I I N a C>� CG COMPLITERS mo APPLIANCES-DAMES c MOVIR S I I I OF-- Li JAIIL JAIIL� 11 J11L! 11 1 1A1L; J1A AI 1 1 .1 1 A 11L tII O 0 � O IIIII �p P If ------ `--------- " I% I I Ilt I 1 1 1 A A I I `• '' W � Y I n AI In I l'I I roI I (; I i �:�� i w • : if AI AI I I if 1 10 1 I I - I 1 Ilt ,11 I 11 1 IRI A I I I I �. ` I �i FFE - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - ----- --- - - -- - -- p'-0" m 2 3 16 EAST EXTERIOR DEMO ELEVATION B = SCALE: 3/32"=1'-O" o z z 0 rn z W A B G D E F G 0 Q . I I cr O _- - Ld 3 f _ T.O.P. z _ LLJ 1 1 1 -1 rl I Il I r 1{`I r I 7 U , W z II rl I I I I I I � 1 l 1 1 1 w ® O I 1 1 I I I! n l I a I I' li 11 l i i ii Lj it.1 L r i I 5 a _ I U , 1 I Y < W TVIII a APPLIANCES o GAMES o MOVIES J C O ¢ r CD O 10 cn i N 0 n/ N R V) I ` Z I I 1 = - I I I - - -- - -- IF - TYP. - - - - - ------- - - - - FFE p r3: (DIF - - t0'-0" z SOUTH EXTERIOR DEMO ELEVATION o M SCALE: 3/32"=,'-O" a 0 C W r� I _ T.O.P. m } " o- i ii ii i� �i ii - - - - - - - - +24-0 m II II 1111 II Ilnl1 11 iLd to rI I l l l r 11 �I lr r l r l z Il f i l l u ► r u {r I I I �I I I I Jlv I A fl I I 1 1 L Y LJ 1-1 W LJL� `J O O (n ELEC�t R®BNItCS c APPLIA1NCE3 3 5 rn m w W U - w Q cr_ z ¢ w z _ -i a p 1— W FFE m < LL L` e� - - — ---- - - - - - - - - - - - -- ----- - t0'-0" > Of m W Z W 8 13 � W r � ¢ z O WEST EXTERIOR DEMO ELEVATION z _ SCALE: 3/32"=1'-O" D m JJ r F- 0 < O F- �- W D tn Q Fw ELEVATION NOTES Q a Y < z Z IY w w a L`- g ¢ m � U W a- in CL vi r ! �1 EXISTING GAS METER TO REMAIN. cr a a � V) ¢ o a a 0 Q EXISTING BOLLARD TO BE REMOVED, TYP, c� ~ '= m o -> o U � U WV) W 0 EXISTING EXTERIOR GLAZING TO BE REMOVED. o �- m � �� '' � 7Q (/) F- z Z p z p z 5- } W -I W J W 0, ® I--REMOVE ALL WALL FINISHES, PREPARE FOR NEW ONES. p W t _j J = J = _, 0 EXISTING DOWNSPOUT TO REMAIN. } �-' o a m U m ca ® REMOVE DOOR ASSEMBLY. w �- — N � N N N N N N a aW. r: (6 u'i r- co r- co co Q .— .— N .— O N N o EXISTING BUILDING SIGNAGE TO BE REMOVED. o --dr n co co r- w of 0 a. 0000c� oo --- ® EXISTING GUARD TO REMAIN. m I-- C) ® EXISTING EXTERIOR STAIR TO REMAIN, REMOVE STEEL PIPE RAIL. w 10 EXISTING RAILING TO REMAIN. < pZPA/PM. A. CATALDO N 11 O EXISTING DOOR TO REMAIN PREP FOR WELD SHUT. r- PRAWN BY: F.T.M. / M.H. 0 Fl__2_1 EXISTING REVEALS TO REMOVE IN THE MAIN ENTRY ARCADE, TYP. Ln c 13 EXISTING COMPACTOR DOOR TO REMAIN. a wm JOB NO.: SNR12-0011-00 0 14 EXISTING UL1E STANDARD LIGHT TO REMAIN. z SHEET 15 EXISTING ULTE STANDARD LIGHT TO BE REMOVED. rn ca o DE NEW OPENING AREA (SHOWN DASHED). N -0 C3 ADm3 0 U-1 %' SEE SHEET A0.2 FOR GENERAL NOTES W — ------- - ------ - ----- -------- ----------- ------------ ----- CAUTION : IF THIS SHEET IS NOT 30" x42' IT IS A REDUCED PRINT -_ _ SITE PLAN NOTES 0 rq SITE DATA ---== CAUTION : IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT A B C D E F G H r,r) 11) I I z W I 0 I I I I I I z M Z •i uj 1 I ( COFFEE I o I I —®-- ----- —®—I ® I VESTIBULE SHOP I I--` --------- --� I 0c 100 113 _:::. ® ® I w U 5 I i` �`� �i `O ` IF=--- --- � r 1 I 1521 1 I - I I I I 1 1 1 1 I _-�r��__ -•'�-_�sr#=-syirr__-�s=e= = irr +_ 5 a O I 0 a 0 0 0 0 I I--_I--1- --t=�I---1 —1 ----�TRAVEL DIST. t 9'- O� s�� . . . . m ---'E - s'-5' I = j - c tt t I I i ._- rn I '� •'`\ t ISI t ___--__ 1 . ....:.:.:.:•. . .: - -______ ==s==== - --- ---- ---- --- -- --- --- --- ---- - ----- ----- y _ ---- ---- - /' '� a G cd - w (D I ❑ 1 ---�•--- -------L--- --_ - --- - - - --- /` i, 6'-0' r� �� ' ------ i�� t___� u{+t ! s 1 TYP. 3 r r , ' `-�-- # I -I !' I I I _ _-_-_--I_ _--__ -J 1 ► 1 I to I t N ,q I I I I —il 1 1a__T_� c:1 I 0 - I # I F -------- `-« }i j L-----j ------------ --- --------- - -- I I 11; ¢ ,J/ 1 I t I I # O L---- --- L h __1_J LJ „ ' \ .TRAVEL DIST. t 37'-0' ' t 1 / z ` # t I I .� it W 4mIlI T'trtlImImImImImI lnJli # 1 -. , c\cn th E}- I _#- L 9 # — — — — — — — _ — — - — — — r-Fri-r - �r-P= T=i� rFi=rr I I Irr �i/ xrrrrr 'irr,�-rrr I 1! 1! 1 ! 1! 1! 1! 1 *'-.c..r_ I --•h 1 TTS rr- r2-r 7// I I I lir /rii/ rr rrr rrr rr 1 11 I AM, L��j�,� �gi..i�1..�C11�f.�/�f I� Li.L•� B A D I TRAVEL DIST. X20-2 j f 1 t h I'Nl = _ 1 # 5 o Irlbo 11 � o II I = 1 I I I li in 'CUN sss == .ti sscs6 sss: s=s /� I s-= I I I 1 �(� N 111 11 rY V N I 5 1 ut7 lN/ F 9, Fm==i r F 9r F 9 F 9 A \F - qr� - 111 11 m (u p N I 1 I I 1 I 1 �" ===9`===fi===fi===fi===fi===fi===fi=== ��?1 :ZZJ �� j �c�CJ �Z21 1221 �� i ZlZJ 1'21 t �2) F-----------------------------I P 1 (I cam., v 1 # 1 I 1 # 1 N I t a -�t=� �__, :' -�_,� — --- — �r=—�=-� 1 , >. --, .♦ #i II W s~ o I 1 # # , — q l ___ — - I p N n N N n p s N fl a N N r n n N J N N p - TRAVEL DIST. t 61 -7 I I 11 m bO Do CO 'an I~ c � a I 1 1 ❑ j i 1 I h q l p N II N N n 01 N II N q 11 N Ii N M N II N j I / 11 I J .E p •.. o v N N I I I 1 -H F' r• ___ '___�___�___�___�___�___ __=�_=_ JI N fl N n n N a II 11 II II N II II N D B I l I � I 1 II _� •+ x p LO L 1 J O F ori Ln t=_=#===1 rrv# V_ t p n II N M II N �'� TRAVEL DIST. f 65'-0* N II N g N p l N II N II N N Il n a N n a - �----j---------------------------1 j __'' -� -'� 111 11 CL• Oo'G N ;s w I # t p r q 11 p N N N' N N N 1 ff N II II N G N If p 1 { I in t! 1 4.00 I!I !I!I!1!1!1!1 !1! t!t! 1 !1! 1 !I;! 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I !I!I!I N--N- p N'-i#-�• 1�-N- N -#l -p I 1 I J - • 'N/ ~ N II p M N p q II N I II p II II n .- -f --• q II p - 1 I # I - nF•--r--�n I r+F--ti!---In I I I 1 I ,Z I ,N-; II 111 11 1 I I I N u n N n N q N N N u p N n p t N n f 1 N �I a 1 I T N II I i a 111 I I W a 11 N N 11 a; N II p 11 It N it n It M I # # - - IN N; al I IN !; of 111 11 .,, ELta=a =_:�= $=a=t=ae i N — — e -----�N�— p- p t+ . _. - -.�- N lN/ 1 h q n a ' I I I n — —�I1' `I" IHi-- --�I I TRAVEL DIST. ±20'-2" N u N l N u n tl u a + p u u a » r�`--r, 111 11 I= I= I h NI N n a N N N N u N Il a 5-4 a 5_0 , I t t - - tll ! z rN� I� h r. 1 N it M - 1 1 j ' j I �i p 1 I l q i'I p' r I � � ! t I � � j q ## p q a N fl N N h `- N # I 1' p1 E11 II Q - 1 N--#F--N Z {./I� t il===T==- h N 1 ___ ___ ___ ___ ___ ___ ___ # p N A M N n b N N I n It n - ,�*i; N II b I I I IN 4; pf I IN it of 111 11 v o 5C Vim] ' F N 1 - ~- I p I N II a N II pl N II n II II N II II N 11 N, N II N - I I j a j IN pl Iq II pl 111 11 �`� �P+ 5 �r ' N -a--N I j� ;1 IN NI p1 1n III i NI 111 (1 m - # t ( M _ , I # I 1 1 1 I I N• -*•- # I W- 111 11 m 5 RECEIVING j 1 # N, N II p N N N t q 11 n It II N N 11 a # N II p ih j # Im - - #n N# '11, 1 STOCK ROOM _ I I I; I N` I f 1 1 I ' t �• # j N N N a s Nl N II II Ii N N Il p t - F h II II N o _ m al I la �I pl 1fl it ` _ N/ _ IL�.y r.x�s Ja_.�I IL-111--m IL��I _y .�- tt ILxJt _ t Iq ;II al Ir �; a 102 j l I i N N I -__�s==fi==ofi===fisc:=fins=aF=== sessfi=== I N -H j I I-H �i - t N 1; I1µ1 1 W V I - I I I I Ni I Iq a1 ►a I #11 11 I I ; ;; _�___#___#___�___�_-_'�___�__=�_-- # #►= _ Iq I! t! I! t! I! iltf� N Ia I - ' " Ia p1 ' " N xI # '_ " 11 11 Z 5 I ±20'-2" 3. 5-4 r 5-7• 6 0 Ln TRAVEL DIST. r•F===9;� _� I --- - F===fi===1 / N 11 1 I ; (; 1221 1221 1221 1221122) 12211221 t 1� 1221 1x22121 122112'?/ X22) 122) I 1 I I_I 1 O - �. W 1 1 1 j 1 1 N ( N I I I N NI a 1 LA I 1 I W u °� N - 'L # I # _ _ I N a; N I 1 N 11 MERCANTILE: I I I q q ,�, N r N N Q� I II N N t n 1l N - q fI N , 1i n i1 q It a EL q N M I Q #N 'I; N I { I q N# 11�'i-11 t t 1 1 h j a a q a r N n a I N 11 a N n a ¢ _ ---------------------------------� y S.F. 30 S.F. PER OCC. � f # ,, 2820 f , • '• ---- --- ' � ' t N r #N yI p# #I If N N 11 a #- o --- - N- # p O �• F, t N t. N t 11 a N1 p I i 1 = N--ft--N N- TOTAL OCCUPANTS 94 1 N ===T1 ===T= Qy II N II 11 N I _ 1 2 IN ;I; NI 1N q; NI 111 II t I q M N N N N N N N II a I act I I -.ALJ w =e-7Eaa=baa:�--=+l+aa=�--_ ___ -__fie-_ �, - N II d N I N II N �. N N II p q N a ' a If _ h - 1 TVP. 1 ' Q�� -- N 111 II m I ( 111 11 J -H �------� N II NNa N n a _ # # # f # 1 t N f ___ ___ ___ ___ ___ ___ ___ RSE Y#I#1f- a ___-- , j N n N 1 N . N If �Gd N fl N N 11 N N 11 a q If N q - _ R 4 - _ - I 1 # t - 1 _ ; hi I ' --- =-_ ___ ___�___�___�__:�__= t_•� V7 -1F' #-�1- 4 o h a l I II _ q tl p N I1 N ' P N N fl a N 11 N N N p ' N If b q N a J 1 a 1 111 11 z a It N a N a , �c¢ It a q n N N N N N n p, N n - • 1 # I I I 1 I , - N III NI Q # f I # 1 t I N--N-A N--*--N ` O �#--N N--#t--N N--11 -1 N--II-iI i N -n- N N--n-il - Inu I 1 1 N I I #1 1' of i1 1-------- I ( ( I 1 , r• ___ ___�___�==='IS=== =__�=__�__=�__= - ' Q _ t N 1 I I (1) a 11 p N n p ' N 11 a a 11 b N It p N II p q n b q II p I Ir' =ssfi===fi===fis:=sfi===fi===fi===fi=== T _ N II N n II b 1 I I N - II n l 111 11 vi M II N N II p N II N N N N a II N N II b I; NI # r^ IL IL ILJL_JE IL..JI�JI ILJ�LJI Y...FI..JIT ILJLJI IL-A--b l aa��==�E=s:a�e===�s===tlrav= =e=�=== JI 1 1 1 i i { z A.l CJI n I I 11 11 -JH fIl 11 1•cJ , p, 'r' -=='F===fi===fi===fi===fi===fi===fi==s „ ! ,� I j + � � 1 • 1 1 u III n# 111 i l � N __ -- =�r I I I I I I N I =�___�=__�=== �x= ===�___�_-- ' y .N- Ir-h�v�. =fi ==fi===fi===fi===fi===fi=== ===fi===�` ==fi'===fi===fi===fi=== 1 N/ =s= ___ :s: ss: s •u N I In 1 pl 111 f� j -a...�. N 1i a1 11 tl a fil 11 p q N I IN I II II It Iq 'I' pl U S1r- =♦e--- .1I _ III tl tr) y 'L - Fa• ♦ AFI 11 II II II I h rt f!1 'N\ SALE t N\ j rN\ - - II 11 II 111 11 II-'-fl--H I N II N tl II 11 II 1 t N/ G3 I o AREA - ' I I N II U L I N III p l 111 11 U II n n q• =sscfi_--fi---fi---fi- fi-- fi--_fi fi== J I I Iv) Iq 1; n1 O a ^� tN rr,# I rr�t ( _ -1 h, N I =-- --- --- --- --- --- --- --- --- 1 p I •! / Vit/ - �� _ I � j N N n I 111 11 --- W 101 h � �---�---�---�---�:---�---�--- > 1II# MEN'S N 1 Ar--=----�==W-k- - --- --- ---�-_- t y 'Q �� N I I N q l fi I b I 1 1 I b - -N - I N III N I 1 W RESTROOM --- --- --- --- -- --- --- --- - -- _-- --_ - - -- - --=- W n 11 r ' N q l =_ = I p q l =_ = I N - I I - - I N III II _ _ _ _ _ j __ _ _ b II 11 1 I; pl 111 II Z - 103 #- �---�---#---#- #--- I N q I '�_ -�_--#---#---�---#-_= I N I I '�- -# -�-- �-_-�--_�-_= I N 1 tl I -�-�1•f III II -- _ A 116 I. TRAVEL DIST. t 62'-10' I IL �,� t - rr,f. - rry I I " I # nl Ill 1f LJ - - - (Nl I`I/ I N.I - ,� - II 11 It I #N 1; a 1 U t W Z 4 �111 �11� 11Il1l1l1l1llllltlll1 1mI ImImI ImI Alma � I 1 0--'1 11 11 pl •, IX _ Q. _ L � a I� n Ili " 1 1 I ` W __' = a = y �-- de - - I ni• 122 j t l 1 IL =e=�_== =ease==�= _�_=_�_-_�___ .� �' _ 2 I �..� CL IN/ lgNi/ Ic_u/ tr�' 1�===� J 1 ` STORAGE 1 ¢ a 105 TRAVEL DIST. t 165'-4' I I I I BREAK: B or A-3 WOMEN'S - I h rrnT - - I z - / RESTROOM _-- 1 -It �N I ! I ! I ! I I ! I! I ! I! I! I !1! I ! I ! I ! I ! I ! I ! I! I! I ! I ® I ! 1 ! 1 ! 1 ! 1 ! 1 I! I ! 1!�! I ! I ! I m I! 1111 ! I ! I ! IMimi ! I !I ! I ! I ! I i I ! 1 1�lI ! � I m I I ! I ! I ! I ! Mimi z 228 S.F. 15 S.F. PER OCC. -f k N 1 ___ ___ = TOTAL OCCUPANTS = 15 104 - I 1 - N j a 1 =__�___ ___#___ __ _—_ ___ __= I I j I I -t I # caC BREAK m- i -�r-i� �i=-w= =,r=-f� �r=1s=,� m a s �r'=n= =�r=-r -rr= 4r=ter=- �r-=it-,� -�r-� 1sz1 I z --- LEGEND j - n II a N II pi a N N N II N N H pl q II N N II p N N p M II p+ I q It p _ N q _p ROOM H h, I I N It N N N N? q 11 N N N N �' �' N N N 1 a 11 b N If b ' h N� a tI N N II p s N N N N n p N n a N It a a e b N f# p N II p' N ft p 1221 1221 1 N � I �'+� - _'i 106 F-1 I +r = s== 9GG= s= ss= til . N_ -i; __�`__- fi===fi fi= fi===fi fi== _ N II N N II 11 N II N a 11 N N II ' II n N II II N If N -i N N I I N - q II N N II 11 ' N 11 N N 11 p q N II 5-� II p a II n N II N q II N - oil Nco I !I PATH OF EGRESS TRAVEL m 1 N p l ___ ___ _ __ _ ___ ___ __ 1 8 I N It N N II III N II a N II N N II II p a II N N n p N 11 N I I q 11 N 11 p 1 N N ' t I 1 I II I pp �` �• __ ___�___�___�___�___�___ ___�_ _ N--N--N q -n-�I N-�#--N N--it-� q--n-�1 I N-�f--p a -n-if N--N--n IF , N--n--p IF -0 F -p E I --' '---" -- ' -cu, j N II a a n a N n p N II p N N N N 1I N a II N N N p N n N r I N it N oil N fj jfr Q N tom/ _ N fI N N #f N N n N N II n r. --- r. N i# p N n N N fI N q If N N it N N N N fl 11 N N N N I 14'-1" 9'-0* J QC, II p N n N 1221F---�12Z/ N 11 p 1 N 11 N N II p a II p q II p L I N 11 N N fl p 1 N 5-4 N INDICATES FULLY ACCESSIBLE EXIT 1--1 I N, j M -x- N N--II-�I N-�I- N N--I#-�1 `=- y N -i#-�I 1 N-�F--N N--n-�1 N-�#--N N--N--a 1 a-�#--N ¢ (� q n n N II p N N N q N M N n N I N N p q u N N n p N N p 'm- N 11 b N u a N q N TYP. --- - - — ,-'�-• - I; — — �--- �-- IF-n--N—-N--t#-it+ �-I►-p'--q-N-� yf-Ir-•N q--#t-'��—N-�--N——N--n-p-—-N-�--p——a--a-N�rj.--1r-tt-N a--N-p—�- -p---�- -- _ — - — — — — � w r ___ ___ _ _ ___ __ __ ___ _ _ ___ q n N N n N ' N n N N N N N it a N n N` N If a q N p N N a N 11 a' _ N fl a a I1 N N p ' I t # tr INDICATES EXISTING EXIT ;: It X i r - fi===fi= =fi===fi�==fi= fi===fi-_=fi=== # N N 0 p »11-1 I »0 p »I�N N II-N q _11 p' a _II p M 11-N N_H N N II 11 N »_11 M » II-M q N 1 I 1 Q Ili N n a N N N n II N N II nl N N a N n n N n a GENERAL NOTES - '— - I') ! »tea »- , »-11-a If 1 »11-0 »-1N_ »�1 »-#11 0 »N »- -;=�1 » -� CONFERENCE j F I q N p N N Ili N 11 N a n N q II N N N a N 11 n N 11 p N N N N 11 N N it p q f1 N �V h, - t- _ I N O N N N N N tf N N n N a II N N If b a n N N 1I b q N N A fI p;�' M n p M 11 N N N p I PALLET SOILS I 1 z ROOM - I h =__ _ - ----•+ N--N--N n -il-�t; N-�#--N N--�1-�I N-�#--N a---N-� a--i#--N N -n-~fI IHS#--N q--n-�I 1. ALL FIXTURES ARE 9'-0' OR LESS IN HEIGHT UNLESS INDICATED �___ fi=== =__�__'�___ '_= I j N u p N n N a n 11 a n a N N N p u p; N N 11 a n n q N N N u n i I N n p q N N a u 111 I t w 107 1 I; _ = 1 _ N II II N II n q II p N II p N II N q II p N II M N N b q u N Q _ N OTHERWISE. 1/ 1 N N N a n n N N N N N a N n N N N N I pIsar=�a=a-fie===deo=e�=s= -a=�=a _ N --__-_J j q-�#--N IF--#H-p' a-�F -N N -iF- -x- N N--•i#--IIH-n- N IF-f��I IF-q- N #F--n--N i I N--##- N N -##-� N N- -N � I # II # d' 2. ALL ISLANDS RUNS TO BE 78" UNLESS OTHERWISE NOTED. ROM - I h a. a N p N a n N n a a n N N N a N N N q n p >r I I ca ---- - - - , I a II N N II 11 I N 11 N a II N a II N N 11 p; N lip N II a q II N N It N ' j q II p oil p N N I � < N N II N n 11 n N 11 a N II N N II N N 11 N; a 11 p N II n N u N q II p t _ q II N N 11 N N If N -----� r NN ;1 '� m - IF-##--n q -ft--a N--x--q q--w-�1 N-�1--a a--n-�I N-�I--N N -p-�1! N-�I--N q--n--N -p ' ! # 1 ::... .: ::: ::. ::::: N n a N N It I q N N n 11 n n N p g if N' N 11 p N 11 N q N p q n N j N n p N n N a N N PLAN SPECIFIC NOTES - - f::' - - t N It N N It If; a 11 p N n N N ft p N tl N I q 11 N N It N a N a N It a 1 N n p N 11 N `= #I i I p --- --- --- --- - -- 1 @N 11 11 z r2Za fl 1122 '2ZN It N2Z zz1 It ar` a ft p r`N If N�� 211 If N ` r`N II pr. •.qq If yp . �� It y r II yr\ �. it y Z)q if p ` ' _ = L-----J L J --- --- --- - -- C G x. x 1�1 /1 �. 1_ 1_ .u1_/ W j 1_IILJL.lI1 / 1..lY.�LJ1,-1 1_ltl�it�.111 / 1�1LL..1LJ112c'1 IL"—.Y 12211L�ILJI1 1�211LX.IY\221 122/1L�JIi221 `d21 `ZZ/ Zl 22 2 1 cnZ) x221 Z2 d' CASH �__ =a= === ___� _�_- �__ --- - - _ I I I = U SEE SHEET AO.2 FOR GENERAL NOTES RELATING TO {' OFFICE M = NAVEL DIST. t 27-5 - 1 1 '� x OFFICE 110 i C,4 ! 1! i! f! I! I! I! i! I m IMF I I I I E __� W t': ; Z DOORS 109 3 _ _ :..... A its 5 _ ; TYP. I I j i R----,r— --- - -- o : •: __ - s __ _ -�1= _ _ _ -- r. _ _� ___ ��. :: II 11 If 11 11 11 N I .•.... i- ---r---r---rte --- ---•r--- II N II II II II 11 SEE SHEET A2.Oa FOR INFORMATION ABOUT EQUIPMENT : �:.::::'::::::: :::.:.':::•::.: .;.:.:-;:.:;:.::.:.: — , \ ; T f . 1 1 1 1 1 ; �' 1 1 1 1 ; , t ; ; ; ; 1 r 1 1 W t,w;•4; '.-Y•:+.'i;:�1;�Ftirt' :F:'i+l ' �,'ti:.: MATRIX. - -- - - - -- --- ---- -- - --- ---- - ---- - . -- - -- -- --- ---- - ----- — — 'IL---u ----y' ---" -- — — — � �, n u N -_ I i z z CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND EXISTING i I ? J w CONDITIONS PRIOR TO BEGINNING WORK. z z t ¢ W I ; 2 ISLAND STYLE GONDOLA FIXTURE, SEE MANUFACTURER DETAIL I o 0 W uj r 37 WALL STYLE GONDOLA FIXTURE, SEE MANUFACTURER DETAIL. A B C D E F V H Z a w ® NEW FULLY ACCESSIBLE RESTROOM FACILITY. W N W r- GENERAL CONTRACTOR TO PROVIDE AND INSTALL h _j W ¢ WALL-MOUNTED TACTILE 'EXIST" SIGN AT LOCATIONS FIXTURE PLAN (FOR REFERENCE ONLY) - o r- c LL C INDICATED. SEE DETAILS 1&2 ON SHEET AO.3. SCALE: 3j32'=1'-0' o W C7 d- N Lei.•. Q m J H •^I MATERIAL DESCRIPTION MATERIAL DESCRIPTION 02)1 2,= 52 n MATERIAL DESCRIPTION MATERIAL DESCRIPTION tm— ; 52 '�` ~ ,- Afi--nE--- ---+9f----�AYi , • 52 j s6 ajr O Ir' A ALL S SEA.na OA A Jut S 5Tfft-,�9 cA -t ___ -- �•+ ( _- _ _ ".s REMOVABLE ,A LL ATE S 57EII,•�Ib GA �*�� A ALL S STEEL-,iD OA �y 'T—�—i -4 q +4 i I t4} �. � r-T} 1 "� 17'� � %_/� .G - --' A */tA fAtAK DOM PA11EL f • 00 �• C M/cAM lDu \ - - N B BEADeOAf fl(PATER Ai=IN15 Tea) B t7RRl Gl ED cwLVAwzEO-E I - l r loo iii -- ---- ---- ---- — - ------ --- ------ --- -- — ---- -- ---- ----- - ------- ---- CAUTION : IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT Y 0 � 3 r sn z 1J 4 L LL- d) O d) LLJZ M Z \�MI�/ i w E U O U w C = U o ,o Ckf of o Receiym Offic ack c f House - U Store Front Restrooms _ =v Q Li �, fu .w ..�+ :: �+ ; ,moi .fir �*+ ,�-'..' 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O . .. N 3 gallons of adhesive Matworks Matworks Susan Stu e 3�D1-837-1256 Server IT 1ECK9 Sanitary Na kin Trash Cn Grainer 800-323-Of 20 _ � r.tt V r�'v installation atwforks Matworks Susan Sta e 3301-837-1256Printin ? IT '�l2E+07 Push-Top RR Can Safeco OfficeMax r 2 5'8"x4'reducer strip Matworks Matworks Susan Stague 301-837-1256 Assoc Lockers Digiloc:k LP z 11 3'8" x 75"reducer strip klatworks Matworks ISusan Sta Tue 301.837-1.256 Door Kev&Cores Insta Ked= LP w 1 2'x4'antifatigue mat Matworks Matworks Susan Stague 301-8371256 Store-Safes, Pricsm ger/securiht LP 2 3`x5'antifati e mat -iatvctorks Mat-works Susan StaF..as Svsten Sensonanatic LP e 301-837-1256 1 4anhfaa mat ivlatvarks Matworks Susan Sta e 3U1-837-125fFire Alarm Svstem Stanley L-P 2 32-'2 gat crash receptacles Multi Ross Rer Rebecca Whitten 707-538-3.800 Bur lar Alarm Stanley* LP � rpi 2 steel or pls ash urn Multi Ross Rec Rebecca Whitten 707538-3800 Access Control Svs Stanlev LPM � cc o Parking Lot Carts Corrals McCure Corp McCune Corpops CCTV System Stanley I1' TV/DVD Combo Best Bud, Ops _ Propane Cabinet C&H Distb Ops z _ Fold U Merch Cart Carico Carw in Ops o n . .Plant Merch Cart Cart Mart Ops � 1�9 • Currency,Counter Cummins Allison Ops w .3 > Hand Trucks&Carts Dutro C1 m} l-i - l - Cain Tray Grainger ops Rube Stamps Mercury Rubber Ops Waste/Roel?cle Cans Office'+t•'lax OPS - InterioDesign Z White/Bulletin Beards OfficeNl ix Ops _ �, Store Sales Floor N '° _o Kraft Pa Cutter Oftic '�1ax Ops l= �° 'u 0 „� Office Chairs OfficeMax O _°t, z .«» * w E File Cabinets Office . ax O - n. �' E ; v a 4 Drawer File Cabinet OfficeMaxO s item# Option a Model# Description Manufacturer Supplier -p Remarks IL w � ..» o Li iz Shredder Offiicea�.��lax Ops Sign Package Bernard Group creative ¢ . Item# Option CN Model# Description Manufacturer Supplier ,.,, Remarks w �, .� U Unistrut Supports Conf Table/Chairs Officer ax O s Stenciling Stark Weather creative '`�, Breakroom.Tables OfficeXtax O s Gra hies Decor Desi Fah ereati��e o �'" Si Holders FFP. � --_ � Blade Sign Holders Madix Breakroom Micro-wave Orchard Ops Design Install DesiLn Fab creative w - Cutting Center L-)ck Kit CLK Supplier ops Breakroom Refrig Orchard Ops Header Panels Fixture Express creative Iw CC[damned Gnnding VVIwet Continental Diacnon Ops HP&LexntarkPrinter OfficeMax Ops I Schedule Burd Fixture Express creative U � , W Z CC Grinder&Stand N4WE Ops .31 Pallet Jacks Watts Equip Ops Info holders Rose Displays creative1 CL a 0 CC Sharpening C Steve Bortorff O Curren Ba O ;`Aeon Si ? VPC L.i ht creative Q 0 CCutter/Tlireader United Rentals Ops - Tool Box-Recv Ops LobbyLobbyCard Stands Fixture Express creative `- - ""'„ W< � Eye Wash/Oil Wste - C&H Distb Risk- CC Chain Cutter Baron Mf Baron Alf VisLobby Card Dress Kit Bernard Group ereative = c ' CC Glass CuttingSys Fletcher-Terry Fletcher-Tem, Vis S/8 step ladder Climbing Solutions Risk � cn Other/Mise Various creative Paint Shakers and Stand Red Devil Ops Safet�F Ladder/Holder Cure Distb Risk o Q Paint Equipment N/C Ben Moore Vis Safety Ladders Dorel Risk Hc-1z t°1i`ase hums Ea'ie Risk � ► Q Paint Stools Hume Dec Vis t .� Spill Ki t Grain Risk r Millwork Kosakura Kosakura Vis _ �r z - — Bin�Set/Bin o Ca a Kardel Risk Li - _ Delis�r& Install Kosakura Kosakura Vis r- fDS Florescent Tube Disbr ;.IDS Risk Carts Kosakura Kosakura Vis - r Registers : IT Cut Centex sa fett' Multi Risk m Credit Card Im ring Addressograph s Gasoline Collection Drum. PSC Envir Risk O (� U Receiv ing Desk Cozier Vis Handicap Cart Assembled Prod Ops Q Palle'E RackingIttadix Vis W r Shopping Cart LabeLs __ Innerworks sa Shopping Carts& Totes pews Ops - Cash Drawers Risco Prod Ops 2 Lumber Carts VVin-Holt Equip C-ys r- z Mail Bins 22„ Deep ,Gm Ba Fab Vis � � >1 � w Ld Lighting Cloud Parts Beton Retail Vis Wire Measurer Cutter CW Lint Vis M . 16 m Collapsible Reef w/Stand CtI�Lint Vis Items Option C)I Model# Description Manufacturer Supplier p Remarks '�"., �,: V C Stand for 1#10/1430?? Cts{Lint Vis Shade Cloth HH Tech HH Tech RandyRemintcn W CordjRo Meter CW Lint Vis ShadeSturcture News Nexus : - ,x z _ z Wind Off Reel w/Stand CIV t int Vis Door/All Mobiles CDWN ferch creative Of o til le Rach (lighting) Creative Partners Vis Plant ID Signs Intergracolor creative LO M Set Up Li * t Cloud/Back Cross-roads 4'isNursery/Flatbed Carts RW Rogers Ops = X w Rope Rack/Spools(elec) Crrnvn Bolt V N is , ~ Q urser Tables rubra fox '�is 0 � Hammer Brackets(displ ) Fixture Hdc} Vis Aquamate Waterer American Granby Vis a w Reel Mower Rack(ODP) Gleason Incl Vis z ';d Faucet s/slotwall lee.Hunter Vis; o Mo /BrcKarn Fixture Libman Vis cn U- O - Fixtures Lozier VLs M LLI 22"Shelves Lozier Vis - o N `, Uprights Lozier Vis z ~ Glass Doors Lozier Vis Q Pwr Tool Display Madix Vis `n Display Barrels(sls f1r) Maine Bucket Vis a Seismic Calculator? Deter Hi Vis M ` Q On 0 Facture Install Rhodes Retail Vis W m Displyers Ruszel Wood Vis a "'�`,,. a Ba Holders Sh r Vis CL cn � w � a Pe Hcxs Southern Imperial Vis w w / - - P W "' QQ � =)XM C) Dis lav Brackets StoreFlex LLC Vis o Q m Pushl}ack Raclin Tkk-y ems Vis t- r- :2w a- <n C5. - fn CIL Holders Trion Vis Q- m m w Ujw U (n Z C� z / Q- N N '- z z Z Bracket& Panel Uniweb Vis ~ U >- >- wQ � w � w o, Lozier Sei.snuc Calc VL 4K Vis o E" +- J J 5 J 5 Eng Services Vis a i r Des laF Brackets Westinghouse Vis wUj N N N 17 N N N tO r" co to Save;zall Grinder Holder Vis to� Q ` e- � N O N N d Lo co cd r- CEJ rn O O Pergola VIs tZ 0 0 0 0 0 0 0 Black Tikes Sport Court Vis O OTum ? Kovarus VisLi of Q Too Barrel Chute Chicago Elea lops I PA/PM: A. CATALpO trnventory Ccmtrl Unit( shook) FFR Ivis Io N U DRAWN BY: BW n U) w JOB NO.: SNR12-0011-00 a a N 0Q SHEET N U c� Of z i NEQUIPMENT MATRIX (FOR REFERENCE ONLY < A2 . Oa 0W j SCALE: N.T.S. w CAUTION : IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT 3 A C 1 2 F u A6.3 A4.1 E A6.3 A6.3 r n � �ri•t tLS I - - -- - - ---- - -- - - - -- ---- - --- -- - - -----♦ I — ———— ———— —————-r—— ——— _ — —————— — ——— w o ' r I , �-- - - - - - - - - - - - COFFEE � o ,�- J VESTIBULE SHOP }_ [ F-E--- - ® � � 4'-7" 100 11 12 113 EC © ®-- ---E-- I 2 I = t3 I I I 34'-2" i0 I [ '" i Ec 77I I 2 3, ,r= ,_ 30 ri I I I Afi.1 10a Ci 100c 100 __ °�- •a�'i 0 0 0 0 0 I I LLI I — I t m �I I I - - -- - -- ----- --- - 28 — 10ob - ---- - -- 28 — - -- — F .o -- - -- - --- \ _ 27 A6.6 --- -- - - - -- -- CD :.> n. Li cu 0 , l r w 29 TYP. I i I 113 I I < ► 4Li 33 I I ; 4 39 4 1 1i2b (D 7r34'-11" 13'-5" i z CD Li Ln I I I I I I o t S ` E i4 p cu I I I I o m c � � 6'-4" i 1 -- o I m a oo 'b~0 ° a "+ I J I I 112 ( ¢ Q p N N *+ RS . I , I I ► 28 I 13 N N � " � � ma { -- TYP. I I a. oa cv 102 �i i — = I 3 z �—-I A6.4 W IJ ' I I Ln a I z �' , T • "� ! I 1 I -�� NURSERY I ¢ y �D' ••,, I 1 I 12 I N 112 I 2 �1 I I A6.2 m� � W ;� _ o I b, -t RECEIVING I 10 B I I 5 I B w A STOCK ROOM 102 i 16 A5.1 I 15 I A5.1 z a I I 17 I I I o ;, i o j I I 18 i I 19 j l 0 I 4 20 1 N I m I -21 i I I J J I I I I I = 22 — ' — — -- ' — — — — — N ®- – --- --- – 23 - a I- — I 4 Z z i 24 Z 4 ' 25 I I I a c I w D 36 - B i A4.1 1 I i 18'-6 o i A4.1 0 a a A6.6 26'-4" i i I I `� Li I 28 I cvn 15'-8" 5'-8" - j I ;n SALES AREA TYP. I /' �, - - - - - - - - - - — N i 101 - - I o - J w M 13 ! P RB C A6.4 z - W A8.2 1 .5 3 ;, .n 1 1 1 2 I N ( m = -__-- I - -\1 ---- ( 0 TYP. I w _^ Wim` 00 MEN'S I 3. t° I ( I ( m + } RESTROOM -_ �R N I I < • W STORA E J N I ---------- 105 I I I I 4 ( I � _ ' � _ 10 "' t � WOMEN'S 3 - _ I E � A6.2 � RESTROOM ( I I �� I N _ V i . ! j I__ ' N A w = , i I I I I A5.1 0 �., z 43 106 ( i . Lj J a I - - -- - BREAK - - - - _ I 1 - -- ----- ---- -- I Ln I I I I / ------ 1114 I {o ROOM i ------ 1 C6 6 -+ 2 A6.6 35 2'-4" i i I ( ! I o - C) 7 8 � 1 j � I I 0 Ul f39 . CONFERENCE 107 I ROOM 7'-8" 8'-9" ( I I I +- 14 I ! I PALLET SOILS 1 z 107 ---- 111 u) A8.2 _ COMPU R 10$ _ ( I '' w ROOM N 108 I i I I I I 13 •`� 110 I 3 I ' I I I m :.: .,: Lo ------ 1 I I I I 15 I _ f I x 15 I i CASH ��'` "' OFFICE OFFICE ;:`:: H A8.2 I , I 1 i `#;.: 3 110 3 I i I I x N 109 _f A6.6 - - - -- - - -- - - -- - I ,.. E E E E 14 N .:_�:: :":: 2 F + 101 - -- - - - -- - -- Y — — — — — — — w w L_j19 I 1 I mz I 1 I I I } » �y 4 29 29 ( 36-0 o� uj � 15 ( ; �. - - -- -- - -- - - - - - - - - zz z 32 -- - - -- - - - - - - -- i ; a3 ' I w 1"1 C A5.1 D A4.1 E F G H o w m t- N O uj •- J Z QQ N J � r- •4 � FLOOR PLAN " z J SCALE: 3/32"=1'-0" a F- o J O m FLOOR PLAN NOTES W L J Nuj SEE SHEET AO.2 FOR GENERAL NOTES FINISH LEGEND WALL LEGEND < w z 0uj 1 NEW EXTERIOR CONCRETE WALLS TO BE FURRED WITH 2-1/2" METAL 14 NEW CMU WALL. 26 PROVIDE NEW "GREENHOUSE" STRUCTURE (DEFERRED SUBMITTAL) FLOOR FINISHES �- CD 0 » » 0 P ITEM: PAINT - ACCENT - o ¢ m STUDS, FIBERGLASS INSULATION AND (1) LAYER 5/8 GYP. BOARD TO 6 -3E- INDICATES LINE OF FLOOR TRANSITION _ EXISTING SHELL WALL W/ NEW FURRING Lu J J � z w z 15 PROVIDE NEW FLOOR DRAIN, SEE PLUMBING DWGS. 27 EXISTING ROOF ACCESS LADDER TO REMAIN 6 MFR: SHERWIN-WILLIAMS +- x ¢ < +- N a o ¢ o v ABOVE CEILING AND CONTINUE WITH INSULATION (ONLY) TO DECK ABOVE. PURE WHITE C ITEM: STAINED CONCRETE FLOORING - _ '' w a (n a- 0 X COLOR/N0: / SW 7005 0 +- ►- o > ow a AT OPEN CEILING AREAS, FURRING TO BE PROVIDED TO DECK ABOVE. 16 INSTALL DATA SYSTEMS PER THE ORCHARD SUPPLY HARDWARE PROTOTYPE. 28 NEW STRUCTURAL COLUMN, SEE STRUCTURAL DRAWINGS, INDICATES LOCATION OF NON-TYPICAL FINISH: T.B.D. 1 MFR: RETROPLATE � � � w w FURRING TO CONTINUE ABOVE & BELOW WINDOWS WHICH ARE NOT FULL FINAL LOCATION AND SPECIFICATION TO BE COORDINATED WITH TENANT'S FINISH: POLISHED CONCRETE NEW CONCRETE WALL D D v' z z 0 Of z HEIGHT. GYP. BOARD TO WRAP WINDOW FRAME AT SILL, JAMB AND HEAD. 29 EXISTING DOOR TO REMAIN, PREP FOR WELD SHUT i WALL FINISH P ITEM: PAINT - ACCENTCOLOR/NO: o con V) z z z z VENDOR. HAIR FLIP / 24702 o z z o z o z 0 (SEE MECH. DWGS. FOR R-VALUE OF INSULATION.) 7 MFR: SHERWIN-WILLIAMS >- >- w Q _ w J w a, 17 RECONFIGURE MERCHANDISING OF THE STORE TO INCLUDE CHECK-OUT 30 EXISTING BOLLARD TO REMAIN. COLOR/N0: GECKO / SW 6719 NEW CMU WALL o �' �- _� J = =� FE INFILL WALL WHERE DOOR REMOVED. MATCH ADJACENT CONSTRUCTION. STANDS, CUTTING CENTER AND DISPLAY AREA. FINISHES MISC,ELLANEOtJS FINISHES d ca vm m v m c 731 PROVIDE HI-LO DRINKING FOUNTAIN. SEE PLUMB DRAWINGS. FINISH: T.B.D.i LOW WALL 5'-0" HIGH. i8 POWER AND DATA TO CASH REGISTERS SHALL BE PROVIDED FROM P (TEM: PAINT - ACCENT _ NEW INTERIOR PARTITION TO UNDERSIDE >_ N N N �, � c„ N N OVERHEAD LOCATIONS. 32 THE WALLS OF THIS ROOM TO BE INSULATED WITH R-11, UNFACED P ITEM: PAINT - TYPICAL THROUGHOUT, U.O.N. PL ITEM: PLASTIC LAMINATE - OF CEILING ,�, w 0 4 SENSORMATIC STANCHIONS, SEE ELECTRICAL DWGS, VERIFY FINAL LOCATIONS FIBERGLASS INSULATION. MFR: SHERWIN-WILLIAMS 8 MFR: SHERWIN-WILLIAMS 1 HORIZONTAL SURFACES o ¢ ° N `D o N WITH TENANT'S REPRESENTATIVE. 19 INSTALL LOSS PREVENTION SENSORS AT ALL PUBLIC EXISTS ( INCLUDING COLOR N0: TOURCHLIGHT SW 6374 COLOR/N0: CHERRY TOMATO / SW 6884 p u7 co to r- m p, 0 D PROVIDE TRANSACTION COUNTER WITH INTEGRATED PLASTIC LAMINATE DOOR, / / MFR: T.B.D. - CL 0 00 0 00 0 .- o NURSERY) AND AT HALLWAY TO THE RESTROOMS PER ORCHARD SUPPLY 33 FINISH: T.B.D. FINISH: T.B.D. NEW LOW WALL PARTITION, SEE PLAN �5 NEW CONCRETE SLAB. SEE DOOR SCHEDULE. COLOR/N0: T.B.D. _ i HARDWARE PROTOTYPE. eP ITEM: PAINT - ACCENT SPECIFIC NOTES FOR WALL HEIGHT = PROVIDE LOWER AND UPPER CABINETRY WITH DRAWERS, BACK SPLASH AND 34 PROVIDE WORK COUNTER AT 2'-10" A.F.F. WITH BUILT-IN WALL BRACKETS ITEM: PAINT - ACCENT o ® PROVIDE POWER TO THE FIXTURES IN NEW CONFIGURATION. POWER SHALL BE 2 MFR: SHERWIN-WILLIAMS 9 MFR: SHERWIN-WILLIAMS PL ITEM: PLASTIC LAMINATE - o DOUBLE-BASIN STAINLESS STEEL SINK WITH GARBAGE DISPONSAL AND 20Li INSTA-HOT. DISTRIBUTED FROM THE EXISTING 120/ 208 VOLT 3 PHASE 4 WIRE 2500 35 SAW-CUT EXISTING CONCRETE FLOOR THIS AREA AS REQUIRED FOR NEW COLOR/NO: RED BAY / SW 6321 COLOR/NO: COBBLE BROWN / SW 60$2 2 VERTICAL SURFACES ��0 < NEW WROUGHT IRON FENCE d E3 COFFEE MAKER TO BE PROVIDED AND INSTALLED BY TENANT. PROVIDE NEW AMP MAIN SWITCH GEAR TO REMOTE SUBPANELS TO MINIMIZE THE LENGTH PLUMBING. SEE DETAIL 10 ON SHEET A8.4. FINISH: T.B.D. FINISH: T.B.D. MFR: T.B.D. OF THE HOME RUNS FOR INDIVIDUAL CIRCUITS. COLOR NO: T.B.D. z PA t PM: A. CATALDO I WATER LINE TIED INTO EXISTING LAVATORIES PLUMBING WITHIN WALL. 36 ALL ROOMS TO RECEIVE PAINT (P-1), RUBBER BASE (RB-1) AND CARPET P ITEM: PAINT - ACCENT � ITEM: PAINT - ACCENT / o N PROVIDE SMOKE DETECTORS WITH AUTOMATIC SHUT DOWN AT ALL AIR C-1 U.O.N. 10 MFR: SHERWIN-WILLIAMS 8 REFRIGERATOR TO BE PROVIDED AND INSTALLED BY TENANT. PROVIDE NEW 21 ( )� 3 MFR: SHERWIN-WILLIAMS NOTE: SEE METAL WALL STUD TABLE ON SHEET A8.2 TO SELECT APPROPRIATE ¢ DRAWN BY: F.T.M./ M.H. CONDITIONING UNITS EXCEEDING 2000 CFM. THESE ARE FACTORY PROVIDED COLOR/N0: NOMADIC DESERT / SW 6107 i'L ITEM: PLASTIC LAMINATE - r o WATER LINE FOR ICE MAKER. CONNECT TO EXISTING PLUMBING IN WALL. 37 PAINT IN THIS ROOM TO BE SEMI-GLOSS. COLOR/N0: HOUSE PLANT / SW 6727 3 RESTROOM PARTITIONS WALL STUD SIZE FOR WALL HEIGHT. � ON ALL NEW TRANE (OR EQUAL) UNITS PER OSH NATIONAL ACCOUNT. FINISH: T.B.D. c� 0 NOT USED. FINISH: T.B.D. MFR: T.B.D. w JOB NO.: SNR12-0011-00 a INSTALL FIRE ALARM SYSTEM TO BE PROVIDED BY ORCHARD SUPPLY 38 SEE ENLARGED RESTROOM SHEETS FOR WALL FINISHES. P ITEM: PAINT - ACCENT COLOR NO: T.B.D. � PROVIDE SEMI-RECESSED FIRE EXTINGUISHER CABINET AND FIRE 22 P ITEM: PAINT - ACCENT COLOR/ NO:10 HARDWARE VENDOR. 4 MFR: SHERWIN-WILLIAMS 11 MFR: SHERWIN-WILLIAMS n EXTINGUISHER BY POTTER-ROEMER. CABINET TO BE ALTA SERIES 39 SEE MILLWORK ELEVATIONS FOR FINISHES. COLOR No: ORCHARD SHAMROCK EXISTING z SHEET O #7013-DV STEEL WITH RECOATABLE WHITE FINISH - PAINT INSTALL BURGLAR ALARM SYSTEM TO BE PROVIDED BY ORCHARD SUPPLY COLOR/NO: GOLDEN RULE / SW 6383 COLOR/No: ITEM: SOLID SURFACE MATERIAL 23 4Q PROVIDE PLASTIC LAMINATE PL-_ AT THIS WORK COUNTER. FINISH: T.B.D. 1 MFR: T.B.D. v> 4 CD (SEMI-GLOSS) TO MATCH ADJACENT WALL. EXTINGUISHER TO BE HARDWARE VENDOR. ( ) FINISH: RB ITEM: RUBBER BASE COLOR/N0: T.B.D. 3 z #3005, 2A:108:C. SEE DETAIL 18 ON SHEET A8.2. 24 MODIFY CONDUIT RACEWAYS AND POWER ONLY FOR INTERIOR AND EXTERIOR 41 PROVIDE FIBERGLASS REINFORCED PANELS (FRP-1) BEHIND DRINKING 5 ITEM: PAINT - ACCENT e MFR: N 11 INSTALL "MATWORKS" GRID MATTING SYSTEM PROVIDED BY TENANT. SECURITY CAMERA SYSTEM PER THE ORCHARD SUPPLY HARDWARE FOUNTAIN AS INDICATED. MFR: SHERWIN-WILLIAMS `� COLOR/N0: COLOR NO: NOIRE / SW 6127 a PROTOTYPE. 42 EXISTING FINISHES TO REMAIN IN THIS ROOM. / SIZE: w jA20 ,1 12 LINE OF ROOF ABOVE. 25 CONTRACTOR TO FURNISH AND INSTALL UNISTRUT (2) FOR EACH ISLE FOR FINISH: T.B.D. v, w Ell WROUGHT IRON FENCE, TYP. OSH SIGN VENDOR TO HANG ISLE SIGNAGE. 43 METAL LOCKERS. T.B.D. — — -- - - -- - - CAUTION : IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT Y 3 A C 1 2 u o C A6.3 D A4.1 C A6.3 A6.3 I n �� ctS z LLI i � w I i t Lij .5 z i I i w o U D COFFEE wC-) STIBULE SHOP 3- A4 o o I o _ N Q � i � i � � 0 0 0 0 0 0 m Q rE--—i t=----r C.J L� 1 ' W LTJ a of ! i Q _ 1 N o 27'-11 1/2" 26'-6' \ M` I 83'-7" / 40'-6 1/2" 8'-8" v 4 _i 0 o z E r I } p = ON cri 2 - - - - fl - - - a - —© - -# -- - - - 0 -e —p - - Q - - - - - - o In c g f� O 1 0 bQ w 0 ..t _i 54'_3" 12'x3 1 j2" 17'-0 1 j2" m �, o `' v Fif.i 1---} d .r } r w ..y C. 4; bD vi m 'Isfj I~ O .��+ .y+ Oxy N CC \ i j !].• bD '!vi cV u� S�.yr r j 3 z A6.4 i Li i I cc 3 — — — -- —i�► J 1 3 1 T7 V 3 NURSERY Z; i 0 , - - 1 Lo I _ RECEIVING ! i ' ; j 4 m t _ _- STOCK ROOM 1 I A6.4 J 102 i I < i — p 0 © zz N ! o D I A4 SALES 6 ' B w AREA 101 i 3 ca A6.6 � 1 � i I © 4 ¢ " EQUAL EQUAL O D D C� D D D N I I MEN'S E , g 1 2 - =-- RESTROOMLLJ i A6.4 z 103 Z W 1 i i � J • � V 1..1... LLI Lsi I I H U)i - I STORAGE I -- WOMEN'S C - RESTROOM z a A I w F-27 © © A5.1 a f i 3 Li �Y/ BREAK ' ! m = - ROOM ( ! o 106 1 ¢ 0 Q -- - -----------------r — -- ( I CONFERENCE I z ROOM - -- - i I I ! m 107 2 i PALLET SOILS w COMPUTER I 111 1 -- - - 108--------------- m 1 I a CASH 8 OFFICE I ' I u OFFICE TYP. 110 ? 1 w 109 Y a i o N , 5 ¢ z a w Q } r W Z z Ld w 0 0 A C D A4.i E F Hui LLI _j a m [L H N a (111 w J Z 0 ._ J _ S REFLECTED CEILING PLAN " zw� Q 4/ J SCALE: 3/32"=1'-0" o cl Q m N W <I PLAN SPECIFIC NOTES CEILING LEGEND Q w U) < z 0 SEE SHEET AO.2 FOR GENERAL NOTES J < ~ w w o NEW AREA OF 2'x4' SUSPENDED CEILING GRID & TILES ® SUPPLY AIR GRILL - SEE MECH. DWGS. wo LL g .JQ m N cn SEE PLAN SPECIFIC NOTES FOR SPECIFICATIONS. W w -' -' '- (n <ckf z < z 0 � cram- v, aaQo c� 1 SUSPENDED CEILING SYSTEM THROUGHOUT TO BE ARMSTRONG USG 2x4 2x2 _ ►- i- - w a n m �n / / " " NEW CEILING-MOUNTED EXIT SIGN W/ BATTERY BACKUP, SHADED ►- w - w "XXXXXXXXX" #_ WHITE TILE WITH XXXXXXX EDGE, WITH XXXXXX GRID. �c NEW 5/8" TYPE X GYPSUM BOARD CEILING or SOFFIT ®N QUADRANT INDICATES FACE OF LETTERING, SIGN TO INCLUDE 95 g 7 � a w n w v INSTALL AT 10'-0" A.F.F., U.O.N. SEE DETAILS 2, 3 & 4 ON SHEET A8.4. - USE RATED MATERIAL & CONSTRUCTION WHERE REQUIRED. DIRECTIONAL ARROW AS INDICATED - SEE ELEC. DWGS. CL Z) � ? z z .� a U) V) zoznz v � LIGHT FIXTURE TO BE CENTERED IN THIS ROOM. NEW 2'x4' FLUORESCENT LIGHT FIXTURE W/ PRISMATIC LENS & NEW WALL-MOUNTED EXIT SIGN W/ BATTERY BACKUP, SHADED " >_ w a =' w w ELECTRIC BALLAST - SEE ELEC. DWGS. QUADRANT INDICATES FACE OF LETTERING, SIGN TO INCLUDE z U v v a m 0 m u 3 THIS ROOM/AREA IS OPEN TO ABOVE. E DIRECTIONAL ARROW AS INDICATED - SEE ELEC. DWGS. I 0 �--� EXISTING STANDARD 4 OR 8 STRIP FLUORESCENT FIXTURE TO REMAIN. N N N N N N N N o ® THE CEILING/LIGHTING {N THIS ROOM/AREA !S EXISTING TO REMAIN. r to NEW GOOSENECK LIGHT FIXTURE. w '- r r `- r w I� r 4' HIGH-BAY FLUORESCENT FIXTURE. mo ¢ r: tO `�' r` t° r' `D `° v 04ui66r` aivio 0 WAREHOUSE AREA IS OPEN TO ROOF STRUCTURE ABOVE. SEE ELECTRICAL ROTE EXIT SIGNS SHALL BE SELF-LUMINOUS TYPE OR ELECTRICALLY ILLUMINATED 0 0 0 0 00 o DRAWINGS FOR LIGHTING LAYOUT. © 4' HIGH-BAY FLUORESCENT FIXTURE WITH 90 MINUTE 1400 LUMEN & ENERGIZED FROM SEPARATE CIRCUITS, ONE OF WHICH SHALL BE FROM I EMERGENCY BATTERY BACK-UP_ STORAGE BATTERIES OR AN ON-SITE GENERATOR. Co ® PROVIDE METAL STUDS AND GYP. BOARD HEADER AT A.F.F. NOTE: ADDITIONAL DIRECTIONAL EXIT SIGNS MAY BE REQUIRED PRIOR TO FINAL a O 8' FLUORESCENT STRIP WITH WIREGUARD AND ELECTRONIC BALLAST. INSPECTION AND SUBJECT TO BUILDING INSPECTOR. o � DASHED LINE INDICATES LOCATION OF UPPER CABINETRY. o PA PM: A. CATALDO -a-�-� LOW VOLTAGE TRACK LIGHTING SYSTEM WITH SILVER FINISH. PROVIDE 2 ALL COMPONENTS NECESSARY FOR A COMPLETE AND OPERABLE < DRAWN BY: F.T.M./ M.H. o ® SEE DETAIL 9 ON SHEET A8.4 FOR TYPICAL INSTALLATION OF LIGHT SYSTEM. VERIFY EXACT COLOR AND A.F.F. MOUNTING HEIGHT WITH V) ARCHITECT/TENANT PRIOR TO ORDERING. SWITCHES AND T-STATS THROUGHOUT, U.O.N. w JOB NO.: SNR12-0011-00 c f1 9 TRACK LIGHTING TO BE ALTERNATE 81D ITEM N FLUORESCENT PENDANT ON BLACK CORD WITH FROSTED GLASS AND Q FLEXIBLE TUBING. z SHEET 0 1-11 4 10 THE CEILING OF THIS ROOM 1S TO BE PROVIDED WITH (1) LAYER OF R-19 � UNFACED FIBERGLASS INSULATION. NEW WALL-MOUNTED LIGHT FIXTURE - SEE PLAN SPECIFIC NOTES & z i N ELEC. DWGS. A2m2 -0 o 0 w j w CAUTION : IF THIS SHEET IS NO-1 30" x42" T IS A REDUCED PRINT A 1 2 3 � O A B C D A4.1 E A6.3 A6.3 F A6.3in G H a W T.O.P. I T.0.P. T.O.P. o ami +10'-4" ; ( +34'-3" +10'-4" z O 1 I 2 w 3 I w r •u i I SLOPE SORE I i o � I — T.O.P. th CL „ C 1 - ,,.��// KNI I I l w m O T.O.P. I o +24'-10" — — — — — — . — — — — — - - — — — . — . — J .� I I r -7- J PooI o . . � . — . — . — . — . — . — . — . — . — . — . — . z . — . — . — . — . — . . . — . — ---------- --- -- I I — � o bi _ - o 00 v o ON € L_JL_J € •f = H �- _T____T _ O G (C L----J � }'+1 O U � c-4 I I I m w N N N cO . — . r=, �, . — . — — . — . — . — . — . — . — . — . — . — . — . — Q C, p N cq Jcc �, ... v N m in, { r :j _ T.O.R. ; - w +16'-0" 1 o .. w;r. to A I B B = j — — — — — — l . — . — — — — — — — — — — — A5. - A5.1 ~.? a 0! L ..I T.O.P. w i +10'-4" i — — — — - — — — — — — — — — — — — — — — _ I 4 - m J J Q - z I I I m z — — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — — — — - 4 B o D A4.1 A4.1 0 0 € I I uj ' 0 3 W i LLJ i ( A6.4 z In w o Ww z U . t_.. - -- LLJ - - ----- -------- ---- _ _ --- ---- _ -- — — — -. — — _ _. _. _ — — — ---_ -- — -- --- — - -- - — -- - — - - --- LLJ pO --- I ' I Lu — —?- — — — Jo 00-0 A A Q rrV^� A5.1 i TYP. T.O.P. A5.1 V l O " <I 1111111 ill — �1 o poi WIL oz WL 0z NOL 0z a � mu 9z Nat Im NM 19 � I I � z L_JL_J I I L_JL_J € I L-JL-J I I L-JL-J 11 r--- J L---- - ---J J L----L----J J L----L----J J _ I ` � C//�] .t .T -.T T -.T T---_T T T r// L Ir_1-r i 1 L_---J L____J 'E L----J L----J , I I ILt 12� co MiC) I -- - — - - LLJ I I r—� W w LJ m J— T.O.P.. — . — . . — . — . — . . — . — . — . — . . — — . — — . — — . — . — . — . — . — ~ Y O ' V) W of U Lu Q I I I T.O.P. z z j +24'-10" Q w z 48 O Lij 0 U A B C D A41 E F G H o w m F- 0 0 W zT z oN J Q Cn ROOF PLAN SCALE: 3/32"=1'-0" m LL o O Q � 0 � m Q 5� m m cn cn of � w ROOF PLAN NOTES Y J Of co Q � I-- off--- w w Mi CD SEE SHEET A0.2 FOR GENERAL NOTES o w J J ¢ m cn �Z cn o _ � < Ia- - L�Jaa.. ou- o a NEW METAL DECK - BERRIDGE 24 GAUGE TYPE "R" 1-1/4". mCD w m w m m M z U [ifU of GALVANIZED SHEET METAL DOWNSPOUT @ HIGH GABLE ROOF TO EMPTY ON w z o w w TO LOW METAL ROOF, LOW METAL TO SURFACE DRAIN, REFER TO PLUMB o Q i= DRAWINGS. zQ c� c� Uwmc� mU 03 6" GALVANIZED SHEET METAL GUTTER, REFER TO PLUMBING DWGS. N N N N N N N N m w U-1 17 a w u 4 ST OF MOUNTED MECHANICAL UNITS TO REMAIN. CO Ln r- co r- m co Q N O N N 0 � Ln Cfl O � m O O O a_ 0 0 0 0 0 0 0 w 5E NOT USED o w CD a 0cn 0 I o PA/PM: A. CATALDO N Q DRAWN BY: F.T.M. / M.H. 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UJ B a a V) d 0 d 0 i _ u- INSTALL O I_ m m 0 r 0 � 0 3 PROVIDED BY D TENANT.E MATTING SYSTEM 515 m m N O w w CL z ca ca ® NEW SIGNAGE UNDER SEPARATE PERMIT. 0o z z 0 z c) z rncn � zz �- � I- a e� rrwd _ w –. w (� t— t:: J J =3 J :Z) J FUTURE "GREENHOUSE" STRUCTURE. z v v a m v m ca I ® EXISTING COLUMN TO BE PAINTED REFER TO COLOR LEGEND. !�- N N N N N N N N w r '7 . Q r _ N r- 0 N N O O O O o 0 0 0 p s 7 NEW SIDEWALK REFER TO PLANS. o Lu CD w C) . Of 0 0 I � PA/PM: A. CATALDO N < DRAWN BY: F.T.M. / M.H. c� c� o w c w JOB NO.: SNR12-0011-00 o —— — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - d CL i =III- I •' .. 0 �CL � SHEET SE TION oA501 o SCALE: 1/4"=1'-O" E w V) Li s F- CAUTION : IF THIS SHEET IS NOT 30" x42" IT IS A REDUCED PRINT Y rzM s) O w �„� F 2 ' E D 3 Q - � " A6.3 A6.3 A6.3 0 z � (D T. w r , 5 +34'-3 1/4" �' v U A601 w y o E U OE Li O = U 12 o � 5 a .Q)i I I m 6� J T_.O.P. < +24'-10" Li cu Q J o C ao w NURSERYo o z t� Gip o 0 0 � QQ � W m � B.O.S. cn m 0" o 0 T.O.R. 0 bo 5 nor _ — _ _ _ _ m U N N +15 11 ° I I I ( 28'-9 7/16" � ! I I I i I � , I j i I ; � I i ! � ! ) ( ) ( � 12 I it ( i it I it I ' i1 + if ii II i l I I I I i II ' { II i I l ijj ; I m en 54 ° s - � ( ]' 12 8 v � N R. : I i1 11 I I i la i j li ii ( I lid s II l I I ( I I i I I 1 I i I I ( 1 I ! 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U - 1 W - _ W W p0 - // •^, w tl Lu J U � � 0Q r COFFEE SALES RECEIVING N _ SHOP VESTIBULE AREA == STOCK ROOM Z Q I 113 100 I 101 I _ 102 O / 1 z V Qw — I o ® � ♦^ ry- - - _ AA � r I o 0 i >' J O _ I Q i I w Lo Lu TYP. 19 I I ( 14'-9" I I Q ( A8.3 � �- -� 10 3 - - - - - - - - --� Klo A8.3 ( 3 Lu_i I I -- -- -- -- -- -- ---- - - - --- _ u -- -- ---- - - -- ---- - - - — — � � N I I I �-- �- --- w 1 I I I I I af r m I I 5 49-E" 4P-Alt 3'-0" 6'-0" 3'-0" 9'-9" 3'-0" 6'-0" 3'-0" 4'-8" 4'-4" I I I w -- - - I-- -- - - - - -- -- - -- -------- -- - - -- -- --- - -- - ---- --- I -- - - ----- - -- ---- - - -- -- - - - -- - - -- -- ---- I I z I I I I I I Y O � (f) 4'-2" 1'-7" 18'-5" 1'-7" 5'-2" 9'-0" 6'-2" 10'-1" 9'-0" 5'-2" 1'-7" 18'-5" 1'-7" 4'-2" 3 w W w I I I I I = U 20'-0" v 10'-8" I I 10'-4" ( 20'-0" o z w Q r Q Ir I- a J w z F 2 ' E ' p 3 o wLi A6.3 A6.3 - A6.3 Li 0 L- D 0 0 I-- LL w `~ J co o � J f ¢ L 2 ENLARGED FLOOR PLAN z o Q SCALE: 1/4"=1'-0" m a < o > 3 Q W m N � ELEVATION NOTES LEGEND Q w Y F- F- � p 2 I— W W C) SEE SHEET A0.2 FOR GENERAL NOTES w . J < m I-(if Cr) ~ U) LL. W _j � 2 m z � z 0 1� GALVANIZED METAL PAINT COLOR TO MATCH. 14 OPEN FRAMING. / � Q Q U) Q o Q O j VISION GLASS (D I-tz 1- m W w > w 15 NEW STOREFRONT SYSTEM. o < o a 2� NEW STUCCO PAINT COLOR TO MATCH COLOR LEGEND. D m m N Z uj o Q NEW STRAIGHT DECK TYPE "S" 7/8" AND COLUMN, STRUCTURAL BASE AND 16 INSTALL GRADE ENTRANCE MATTING SYSTEM J } r w z w z MATWORKS PROVIDED BY TENANT. o Z J J _j � —1 61 FRAMING, SEE STRUCTURAL DWGS. ( ) 17 NEW SIGNAGE UNDER SEPARATE- PERMIT. zQ v v U a m v m U � �- - Q LLJ I ® DOWN–SPOUT AND GUTTER. } DECORATIVE FENCING WITH SECURITY MESH ON INTERIOR FACE. 18 PROVIDE NEW "GREENHOUSE" STRUCTURE. o w 7 N N 7 N o COLOR LEGEND ~ � `� CD ^ � ^ � 6 19 EXISTING COLUMN TO BE PAINTED REFER TO COLOR LEGEND. � o 0 C> CD 0 0 ao 0 o o © NEW GOOSENECK LIGHT FIXTURE - B.O. FIXTURE AT 9'-02" A.F.F. CENTER � o 0 0 0 0 0 0 I FIXTURE ON PIER (TYP.). 20 NEW SIDEWALK REFER TO PLANS. PROVIDE 6'-0" WIDE PAINT COLOR MOCK-UP FULL HEIGHT OF BUILDING FOR w OWNER/ARCHITECT REVIEW. CD � BUILDING ADDRESS SIGNAGE: NUMBERS SHALL BE OF A CONTRASTING COLOR, A ui MINIMUM OF 4" HIGH WITH A MINIMUM STROKE OF 4" AND SHALL BE PLAINLY SHERWIN WILLIAMS Q o VISIBLE AND LEGIBLE FROM THE STREE. FINAL SIZE AND LOCATION TO BE COBBLE BROWN SW6082 Z PA/PM: A. CATALDO DETERMINED IN THE FIELD WITH FIRE INSPECTOR AND TENANT. ALL SIGNAGE TO BE o_ N SUBMITTED TO LANDLORD FOR REVIEW AND APPROVAL PRIOR TO PERMITTING. BENJAMIN MOORE ~ © DRAWN BY: F.T.M. / M.H. C) ® PAINT THE ENTIRE EXTERIOR WALLS, REFER TO COLOR LEGEND. SAN ANTONIA GREY AC-29 GABLE TRUSS/FRONT PORCH COLUMNS U) SHERWIN WILLIAMS w JOB NO.: SNR12-0011-00 a � SIGNAGE UNDER SEPARATE PERMIT SHOWN FOR REFERENCE ONLY. © NOMADIC DESSERT SW6107 ,2 -2 - ca. 0 o - 10 NEW CMU WALL PAINT COLOR TO MATCH COLOR LEGEND. SHERWIN 'WILLIAMS m SHEET <D ORCHARD SHAMROCK GREEN N 0I 11 ROLL UP DOORS WITH WINDOW PANELS. CUSTOM COLOR z N 12 NEW WOOD POST & CONCRETE BASE BELOW, SEE STRUCTURAL DWGS. Q i F13-1 NEW WOOD TRIM. o CAUTION : IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT Y 1 ¢ W A6.4 2 0 A6.4 a� z � 4 3 W W W cry c� A o rn °- cu T.O.P. � .. ..� a +24'-10" o J � _ T.O.R. Ri w J LA_ 0 w c.> -1-102 S0�� CD ..t. sayLrl o I pill Li ~ m DD ao EU 0 N e}' J Q + U N io U B.O.S. 0 � T � T T N Q jy` O , A 8 / Li / _F.F.E. ±00-011 Ld l 6'-0" S-11" 3'-0" 6'-O" 3'-0" C D m ENLARGED EXTERIOR ELEVATION SCALE: 1/4"=1'-O" d cn z 0 z w e� 0 w 23'-8" '\/ SALES m r) AREA c� 4'-11" 13'-10" 4'-11" 101 0 = J w i w mow: - � s` wLl LF ffj t I 1 1 t 1 w /r'f �.0 � ( 3'-6" 6'-11" 3'-6' ( - 3'-0" 6'-0" 3'-0" i � _ - Q i 3 � CQ I t ~ -— ( °r° NURSERY cd( ( I ca 0 i Ii co o i ( u ! I I TV. 19 ll0 A8.3 I ! I I z ( � -- - -- - --- -- --- -- --- - ---- --- -- "7".0 --- - --- - ---- ---- -- -- -- ---- -- -- --- -- - - - -- ------ UP - ------ ---- ---- --- - -- - - -- - - - w 1 m 1t-7$*.- 18'-5" 1 7 18'-5" 1 -7 18'-5" 1 -7 18'-5" 1 -7 —�� qr 7r w U ( I 9'-11' 20'-0" 20'-0" 20'-0" ; 20'-0" ( w z 3 Y o i € w ( `i' I i w of w l N I _ � QC3 H O z �... o L.. ( z u Z - - �— ——— — — —— — ———— — - -j — - -� -- ...J w i z i 1 w 3'-O" 3'-8" 13'-10" 3'-8" L) w � 17'-6" 2'-9" ; - j I O o Li O j a w � z co a N z ENLARGED FLOOR PLAN z o SCALE: 1/4"=1'-0" m ¢ a F- o > F- m a, ca F- 3 a W m c.i .S � w ELEVATION NOTES LEGEND W Ylo� < z Luz w J J F— � < z Q' z o SEE SHEET A0.2 FOR GENERAL NOTES ll.l Q J T GALVANIZED METAL PAINT CALOR TO MATCH. 14 OPEN FRAMING. VISION GLASS = w w o w cn a NEW STUCCO PAINT COLOR TO MATCH COLOR LEGEND. 15 NEW STOREFRONT SYSTEM. m m m z � c t� c�nc�nE— z ? t— ? � v � NEW STRAIGHT DECK TYPE "S" 7/8' AND COLUMN, STRUCTURAL BASE AND 16 INSTALL GRADE ENTRANCE MATTING SYSTEM —) z z o z a z FRAMING, SEE STRUCTURAL DWGS, ) z t c. _j a m c.a m _j Li i= 17 NEW 6NAGE UNDER DSDPARATENPERMIT. Q z r J J m J m J >- r- - a - ® DOWN-SPOUT AND GUTTER. W DECORATIVE FENCING WITH SECURITY MESH ON INTERIOR FACE. 18 PROVIDE NEW "GREENHOUSE" STRUCTURE. w w T CL cti � r- w r co cri " 19 EXISTING COLUMN TO BE PAINTED REFER TO COLOR LEGEND. COLOR LEGEND -it 0 0 0 0 o O — o ® NEW GOOSENECK LIGHT FIXTURE - B.O. FIXTURE AT 9'-02- A.F.F. CENTER °- i FIXTURE ON PIER (EYP.}. 20 NEW SIDEWALK REFER TO PLANS. PROVIDE 6'-0" WIDE PAINT COLOR MOCK-UP FULL HEIGHT OF BUILDING FOR w OWNER/ARCHITECT REVIEW. C) � BUILDING ADDRESS SIGNAGE: NUMBERS SHALL BE OF A CONTRASTING COLOR, A W MINIMUM OF 4" HIGH WITH A MINIMUM STROKE OF 4" AND SHALL BE PLAINLY SHERWIN WILLIAMS '`_ a VISIBLE AND LEGIBLE FROM THE STREE. FINAL SIZE AND LOCATION TO BE ® COBBLE BROWN SW6082 z PAI PM: A. CATALDO DETERMINED IN THE FIELD WITH FIRE INSPECTOR AND TENANT. ALL SIGNAGE TO BE 0 c� SUBMITTED TO LANDLORD FOR REVIEW AND APPROVAL PRIOR TO PERMITTING. ® BENJAMIN MOORE ¢ DRAWN BY: F.T.M. / M.H. � ® PAINT THE ENTIRE EXTERIOR WALLS, REFER TO COLOR LEGEND. SAN ANTONIA GREY AC-29 GABLE TRUSS/FRONT PORCH COLUMNS c C SHERWIN WILLIAMS `n JOB NO.: SNR12-0011-40 CL 0 T SIGNAGE UNDER SEPARATE PERMIT SHOWN FOR REFERENCE ONLY. NOMADIC DESSERT SW6107 CL r� 0 10 NEW CMU WALL PAINT COLOR TO MATCH COLOR LEGEND. �-� SHERWIN WILLIAMS z HEET 4 i <=i ORCHARD SHAMROCK GREEN cn 11 ROLL UP DOORS WITH WINDOW PANELS. CUSTOM COLOR z N 12 NEW WOOD POST & CONCRETE BASE BELOW, SEE STRUCTURAL DWGS. 6m2 0 � f 1-31 NEW WOOD TRIM. Li w CAUTION : IF THIS SHEET IS NOT 30" x42" IT IS A REDUCED PRINT Y 0 M O w � N < Z W Q w O O � N z w w 11 6 2 0 1 � A8.3 T 1 00 `O0 o 6'-2" 7'-6" 5'-7" m cu I ! c� 44 I I I I I I I I O aN W M � Ln o � CC,., o m 01 0 N m u en 'Sn 0 I I I J *a' '�� N V c! N 2 cf) � 7L .5 N � s1.� T.O.P. — — — — ' _ E i if I T.O.P. — — — — — — — — — — +24'-10" � � l € ` ' II +24'-10" I I Z II a _i II I a_ 11111111 Im 111 1111111111111111 HII fill I 5 W I 1 14 1 4 0 _ - I U 10 cn I _ ``' co CD o I I 2 0 I i I i i 4 I 0' i uj ? A8.3 B.0. - - - - B.O.CANOPY FRAMING - - �`'�� LLJ N r------------r_ m I ♦ I I J o I ( 'j _ I I N Q N I 0 + � I cn A8.3 I Q I I 0 i "' ► w I 0 �MM 15 10 i i 13 z W i� o z wuj N o O 9 -� I 0 �r1 A8.3 `i' I I Y l< v I i L.IJ 8 M V of J Cn O i _ - o I 8 I I 7 �' it I z 0 Ico 1100 9 O I Z Li I � I I o ® (2 I I Z I � { I w +17 � I 4 4 I I 4 Ah r ilk F.F.E r -- F.F.E oo �� i� F.F.E .. .. .., .: a r n — — — — , �,d a — — 700 1 r n a. -. . m . U ♦... ll O .. a --r •. •.a ^' •.gi —• �. • .,,_ Q O -I I- I - - - -III-I I' ... �.. El = II I-III-III-III-III ' . . . - III-III-III-III-IIIlll�TllI�I-III � III II III III III =---- ' ` I II1— z w WALL SECTION WALL SECTION WALL SECTION Lu W -_(: W SCALE: 3/8"=1'-0" SCALE: 3/8"=1'-0" SCALE: 3/8"=1'-0" 11-1Q r m m w U X N W Z Y O W c/) w W W Q U O W Q r � H Z Z Q W Z -d O p W W U c/) W w O w m 0 U) N O W Z z ~Q N J 0 0 � J Z UW Q J m //1 Q 0 �/J Q H c o J h~- m PLAN SPECIFIC NOTES LEGEND W Q N Lu co QI SEE SHEET A0.2 FOR GENERAL NOTES < �_ w w ALL EXISTING SHADE TO REMAIN CD ,r ,> rr (ROOF FRAME, WALL AND FOUNDATION) 1i � J m � cn � cn r 1� NEW METAL DECK - BERRIDGE 24 GAUGE TYPE R 1-1/4 . O w J J � � z � z Q a� Q a cn 0 0 0 0 U = w a in w in E2 EXISTING ROOF STRUCTURE TO REMAIN. 0 m af Z o w w U E3 8"X8" WOOD POST, REFER TO STRUCTURAL DWGS. IL > > N 0 z z Z 0 cn U) z o z o z ® NEW SIDEWALK REFER TO CIVIL DRAWINGS. o w J J j J Z U U U W m U m U CONCRETE CURB, REFER TO PLANS. a © ROLL UP DOOR WITH WINDOW PANELS. � N c,4 N - N - ' N Q N O N cel v NEW STRAIGHT DECK TYPE "S" 7/8" AND COLUMN, STRUCTURAL BASE AND Of 0 0 0 0 0 0 0 0 O 0 FRAMING, SEE STRUCTURAL DWGS. m ® NEW COLUMN SEE STRUCTURAL DWGS. w O w CONSTRUCTION BASE BELOW CHAMFERED ON TOP. a 0 10 WOOD TRUSS, SEE STRUCTURAL DWGS. z PA/PM: A. CATALDO i _0 N 11 NEW SIGNAGE UNDER SEPARATE PERMIT. < DRAWN BY: F.T.M. / M.H. 12 CORRUGATED METAL PANEL PIER BEYOND. ABBREVIATIONS w JOB NO.: SNR12-0011-00 Q- 13 NEW STOREFRONT SYSTEM. T.O.M. = TOP OF MULLION F.O.C. = FACE OF CONCRETE N 0 0 F.O.M. = FACE OF MULLION B.O.C. = BOTTOM OF CONCRETE a SHEET 14 BRACKET. C.O.M. = CENTER OF MULLION T.O.P. = TOP OF PARAPET 0 15 NEW GOOSENECK LIGHT FIXTURE - B.O. FIXTURE AT 9'-02" A.F.F. CENTER B.O.M. = BOTTOM OF MULLION F.O.FR. = FACE OF FRAMING z Nco m A6m3 FIXTURE ON PIER (TYP.). T.O.C. = TOP OF CONCRETE B.0.FR = BOTTOM OF FRAMING C.O.R. = CENTER OF REVEAL w U w MEM _ CAUTION : IF THIS SHEET IS NOT 30" x42" IT IS A REDUCED PRINT Y 0 M O Lu Z Q o � o (D z w w i N O U w � = U 0 �O m � � m p o G H G w N � J ¢ LL O w I I I U F- 0 z w rn M = M 00 v O I I I (=j 0 m v v o N w N s~ � m m 'Sn a eo o d+ J 40 U m . N Q v P.5 O Lf) N 2 T.O.R 2 cz 0. s eo 'G CA � s� z Q w A8.3 1 (` TT.O.R - - - - — — — �,LT f® +21'-5 5/8„ 14 ``? v� o a I I � o � o 10 , �tJ j^ • �JJ�I Q I m T.O.ROIL I J B.O.S. +15'-6" I cn 12 I a 8 N 0 T.O.M. 9 Z w A8.3 M m w `I 4 N n w I 0 J g.S. MM +8 -10" w W C.O.M. o W Z o w Ld B.O.M. O N � � w Q 0 < 0 U � (n O N QZ: 8 N - o U � I � N I z w o ® , � (D w 9 4 4 ~ r F.F.E F.F.E _ M -I ISI-I I I-'I I -I I I-I I I-I I I-I I I-III-1 I I-III III=1 I I-I I I-I I I-I I I-I I I-I I I-III-III-I I I-III-III-III-III-III-III-III-I I _ _ _ _ _ _ Q _ _ III-III-III-III-III-II I-III-III-III-III-III-III-I -� I I�I I I=1 I -III=III=1 11=� � �-� � �- � � .� � �-� � �-I I �=1 I �=1 I I=III,;�I I I=III=III .: �.•. � III=1 I I=III=III-III-III-III-III- =1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I 11=1 11=III-I 11=III=III .: III=III=III=III-III-I III= L-----J -1 I I-III-I I I I=1 I I=1 I= I i i i i I I I 1=1 I-I I I I=- 11=1 1I- z w WALL SECTION WALL SECTION w Lu SCALE: 3/8"=1'-0" SCALE: 3/8"=1'-0" a r m a Li v x N w z Y O N W � Y w Ld O W Q r L z z Q w z � O w w U LL. 0 O w m 0 U) N O W T z Z Q 0 Q N _ N U � Z Q W J J Q O H m PLAN SPECIFIC NOTES LEGEND w Q D w Of Qi It SEE SHEET A0.2 FOR GENERAL NOTES ALL EXISTING SHADE TO REMAIN < � w w O (ROOF FRAME, WALL AND FOUNDATION) 1i 2i J m :2U) � cn CD 1� NEW METAL DECK - BERRIDGE 24 GAUGE TYPE "R" 1-1/4". w -i -i � m Of z m z o �- � Q ¢ F--- u, QO_ ¢ O_ j E2 EXISTING ROOF STRUCTURE TO REMAIN. m � w LL- N �3 8"X8" WOOD POST, REFER TO STRUCTURAL DWGS. N z z => W w z0 M � of a ® NEW SIDEWALK REFER TO CIVIL DRAWINGS. o w ¢ J J ¢ V U U d m U m V CONCRETE CURB, REFER TO PLANS. a © ROLL UP DOOR WITH WINDOW PANELS. � N N c'4 N N Qo - - - N O N N NEW STRAIGHT DECK TYPE "S" 7/8" AND COLUMN, STRUCTURAL BASE AND flf 0 0 6 0 0 0 0 O O FRAMING, SEE STRUCTURAL DWGS. w Li ® NEW COLUMN SEE STRUCTURAL DWGS. O CONSTRUCTION BASE BELOW CHAMFERED ON TOP. 0 10 WOOD TRUSS, SEE STRUCTURAL DWGS. z PA/PM: A. CATALDO I LD N 11 NEW SIGNAGE UNDER SEPARATE PERMIT. < DRAWN BY: F.T.M. / M.H. CD Ln 12 CORRUGATED METAL PANEL PIER BEYOND. ABBREVIATIONS m w JOB NO.: SNR12-0011-00 13 NEW STOREFRONT SYSTEM. Q T.O.M. = TOP OF MULLION F.O.C. = FACE OF CONCRETE o o BRACKET. F.O.M. = FACE OF MULLION B.O.C. = BOTTOM OF CONCRETE Q SHEET 14 1-11 C.O.M. = CENTER OF MULLION T.O.P. = TOP OF PARAPET N c� I NEW GOOSENECK LIGHT FIXTURE - B.O. FIXTURE AT 9'-02" A.F.F. CENTER B.O.M. = BOTTOM OF MULLION F.O.FR. = FACE OF FRAMING z 15 � N FIXTURE ON PIER (TYP.). T.O.C. = TOP OF CONCRETE B.O.FR = BOTTOM OF FRAMING ¢ A64 Q C.O.R. = CENTER OF REVEAL • Ln w CAUTION : IF THIS SHEET IS NOT 30" x42" IT IS A REDUCED PRINT Y cy— PLAN SPECIFIC NOTES SEE SHEET AO.2 FOR GENERAL NOTES Q w B C D E F G o 1 w O � EXISTING STOREFRONT WINDOWS AND DOORS TO REMAIN. w Ejj NEW STOREFRONT WINDOWS AND DOORS. Li z .i �3 TYPICAL WALL STYLE GONDOLA FIXTURE. 0 ,—� E 4P ® PENDANT LIGHT, SEE ELECTRICAL DRAWINGS. = U TYP. o �O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \\ - / / IGHTIN - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - P - - B L G o J OPEN w� J --o uj `'� i i i i i i i ENIHANCEo LL- N O a w T Lll�l� T z F.F.E. W o 00 3 2 3 °' o � rn TYP. SALES COFFEE TYP. !s AREA SHOP = E CD 101 113 w cr- 2z Q o m v v p N m CO m 'gip O d' INTERIOR ELEVATION __(: J E . _v cd E N N SCALE: 1/8"=1'-0" A N °' 5 rn U Z Q Cq W E 1 2 3 4 5 6 �� CT • *0 m� J o, Ld p =t W 4 P o�- W;3 �� • i TYP. - P > .nckrtOMtta.+Nw. ,:...............A,�.,., `:diL<.•'�„tr,'H.3.s�ex B/LIGHTING m P P - - - - - 16'-0" a V) o ==CD= i i i i Q V) ui O o 0 W % ED E// % N M W 0 T T T T F.F.E. 3 2 3 2 3 ui ui > TYP. TYP. SALES TYP. o J AREA u,, M 101 z in w W z w INTERIOR ELEVATION 0 w SCALE: 1/8"=1'-O" Q a w J � V J (n O Q / N N Z U � LLJ Q G F E D OB LEGENDS • c LLJ 0 cd U � VISION GLASS M m o O TO TEMPERED GLASS J O 4 P w � TYP. - FINISH LEGEND _ B/LIGHTING WALL FINISHES - (I I Z:L :L P 16'-0 P ITEM: PAINT TYPICAL THROUGHOUT, U.O.N. w 1 MFR: SHERWIN-WILLIAMS w - COLOR/N0: TOURCHLIGHT / SW 6374of 0 FINISH: XXX Q _ P ITEM: PAINT - ACCENT >- �0 w i - o K MFR: SHERWIN-WILLIAMS °� CD COLOR NO: RED BAY / SW 6321 FINISH: XXX X P ITEM: PAINT - ACCENT z MFR: SHERWIN-WILLIAMS o 5 FL -.1 NJ .F.E. COLOR/N0: HOUSE PLANT / SW 6727 w 0-0 FINISH: XXX m W � w 3 3 P ITEM: PAINT - ACCENT Q z TYP. SALES Tom' MFR: SHERWIN-WILLIAMS w AREA COLOR/N0: GOLDEN RULE / SW 6383 z ~ FINISH: XXX Q z PP ITEM: PAINT - ACCENT O 5 MFR: SHERWIN-WILLIAMS W INTERIOR ELEVATION COLOR/NO:0: IVOIRE / SW 6127 U o C FINISH: XXX ,�, z SCALE: 1/8"=V-0 m \_6 ITEM: PAINT - ACCENT O N 6 MFR: SHERWIN-WILLIAMS O w COLOR/N0: PURE WHITE / SW 7005 J I- Q N FINISH: XXX a > o r P ITEM: PAINT - ACCENT V) W 7 MFR: SHERWIN-WILLIAMS COLOR/N0: GECKO / SW 6719 Q W J 6 5 4 3 2 1 FINISH: XXX F\ ITEM: PAINT _ Q 8 ACCENT MFR: SH RWIN WILLIAMS a Q r; COLOR/N0: / m MA W 6884 Q FINISH: XXX � � � J � m Q P ITEM: PAINT - ACCENT w w C) �9 MFR: SHERWIN-WILLIAMS w Q J i m m o — � Qa ►- �,, ao ¢ o COLOR/N0: COBBLE BROWN / SW 6082 o w J J H C) QmF- cn � cn i zfTyp. P FINISH: XXX � � M wf win Ldm- P ITEM: PAINT - ACCENT m m N w w 10 MFR: SHERWIN-WILLIAMS o z z z Eo 0 40 P COLOR/N0: NOMADIC DESERT / SW 6107 U r r w z w En w - FINISH: XXX o = - 5 = = B/LIGHTING z c� c� oamomo - - - • ITEM: PAINT - ACCENT Q P 16'-0 11 MFR: SHERWIN-WILLIAMS N N N N N N N N COLOR/N0: ORCHARD SHAMROCK w � FINISH: XXX o o o CD o aoo M o 0 o w i = FOR ADDITIONAL INFORMATION AND REQUIREMENTS REGARDING � i w - PAINT SEE www.waremalcomb.com/wa/09900-001.pdf W o 0 o RB ITEM: RUBBER BASE N MFR: N COLOR/N0: z PA/PM: A. CATALDO of SIZE: o F.F.E. < DRAWN BY: F.T.M. / M.H. 0 i 3 3 3 w JOB NO.: SNR12-0011-00 a TYP. SALES TYP. N a AREA o 0 101 Q SHEETcn 4 CD c� z N INTERIOR ELEVATIONckfA605 D o SCALE: 1/8"=l N w F- CAUTION : IF THIS SHEET IS NOT 30" x42" T IS A REDUCED PRINT Y SEE SHEET A0.2 FOR GENERAL NOTES 0::0 a� NOTE: ALL DIMENSIONS & CALLOUTS +' TYPICAL FOR EACH ROOM, U.O.N. SEE SHEET A0.3 FOR ADA RESTROOM NOTES & DETAILS Z a � W PLAN SPECIFIC NOTES O �� F1 WATER CLOSET - FULLY ACCESSIBLE, FLOOR-MOUNTED WITH FLUSH IZ .i VALVE. (SEE PLUMBING DRAWINGS FOR SPECIFICATIONS.) I I II ' 1a WATER CLOSET - REGULAR HEIGHT, FLOOR-MOUNTED WITH FLUSHE U D I B VALVE. (SEE PLUMBING DRAWINGS FOR SPECIFICATIONS.) w O I I I F2 URINAL - WALL-MOUNTED URINAL WITH FLUSH VALVE. INSTALL AT o O ' BOTH REGULAR & ACCESSIBLE HEIGHTS. (SEE PLUMBING DRAWINGS FOR ~ `}' 6'-0" 8'-0" SPECIFICATIONS.) CK o �3 LAVATORY - FULLY ACCESSIBLE, WALL-HUNG, SELF-RIMMING, PORCELAIN °- .tn SINK WITH WRIST BLADE FAUCET CONTROLS. (SEE PLUMBING DRAWINGS I••1•� FOR SPECIFICATIONS.) U I � � WOMEN'S RESTROOM ELEVATION WOMEN'S RESTROOM ELEVATION ' TOILET PARTITIONS.............. I 4 w N I Q J SCALE: 1/4"=l'-O" B SCALE: 1/4"=V-0" A _ _ _ _ - - - I - 7. I LL_ O 42" GRAB BAR - TOILET COMPARTMENT SIDE GRAB BAR, BOBRICK Li B-6806x42, 421 X 1-1/2" DIAMETER GRAB-BAR WITH BOBRICK r --------------r-- B-2583 CONCEALED ANCHOR PLATES Z Lu 0 18" G T VERTICAL SIDE GRAB B rn m I 6 GRAB BAR - TOILET COMPARTMENT AR, `'' °Lr,° r i i BOBRICK B-6806x18, 18L" X 1-1/2" DIAMETER GRAB-BAR WITH BOBRICK oall 6 •� . . . � i B-2583 CONCEALED ANCHOR PLATES. U _ _ :._ .. _.:._ I _ __. �7 36 GRAB BAR - TOILET COMPARTMENT REAR GRAB BAR, BOBRICK bo i I I / I I oc 15 15 v - B-6806x36 36L" X 1-1/2" DIAMETER GRAB-BAR WITH BOBRICK � � � �+ = I N I w B-2583 CONCEALED ANCHOR PLATES. °w° cu 011 by O • 5-9 v: I �► I I 8 SOAP DISPENSER - WALL-MOUNTED, BOBRICK B-2111. m .� N I I I I o 0 Q � o N cNw 5 a, — — I— — --------------I --------- ---------- I C/) bD N u�i PAPER TOWEL DISPENSER & WASTE RECEPTACLE, RECESSED - > -------------- -------- -------------� . . . i BOBRICK B-3944 0 % I I Z d I :N i ' i I 10 TOILET SEAT COVER DISPENSER, SANITARY NAPKIN DISPOSAL & LLj I I TOILET TISSUE DISPENSER, RECESSED - BOBRICK B-3574. Ln WOMEN'S RESTROOM ELEVATION . WOMEN'S RESTROOM ELEVATION ------ T TION MOUNTED BOBRICK B-357. (SERVES ' i I 11 TOILET SEAT COVER DISPENSER, SANITARY NAPKIN DISPOSAL & TOILET Z ' Gr- SCALE: 1/4"=1'-0" D SCALE: 1/4"=1'-0" I I I TISSUE DISPENSER, PARTI - Q � TWO TOILET COMPARTMENTS.) I 12 TOILET SEAT COVER DISPENSER & TOILET TISSUE DISPENSER, RECESSED m; k- s BOBRICK B-3474.EE uj. Lu O: J ----------- -- -- - PARTITION 7, 11 TOILET SEAT COVER DISPENSER & TOILET TISSUE DISPENSER PA F-, � MOUNTED, BOBRICK B-3479. (SERVES ONE TOILET COMPARTMENT) z o, L LJ I i I I 14 NAPKIN/TAMPON VENDOR - RECESSED, BOBRICK B-3706 SERIES. o �J j^ J�- - I I OWNER/TENANT TO APPROVE COIN CHARGE. I w. � 15 MIRROR AT SINK - FULL HEIGHT x FULL WIDTH FIRST QUALITY MIRROR > 16 I i I WITH BEVELED EDGES. —I .J \ I I I 16 24" x 72" FIRST QUALITY FRAMELESS MIRROR WITH BEVELED EDGES (FULL HEIGHT MIRROR REQUIREMENT). N 17 ADA WALL-MOUNTED SIGNAGE. SEE DETAIL _ ON SHEET A0.3_. z a) MEN Q b) WOMEN o z cn z 6,-D„ I I 8'-0„ a MEN'S RESTROOM ELEVATION Q . SCALE: 1/4"=V-0" E Q w > O U W 20 w A8.2 J ui U . 1 W ENLARGED RESTROOM REFLECTED CEILING PLAN W 00 SCALE: 1/4"=1'-0 < y w _— a J V � O Q (0 0 = (,; 27' _= pry U) ' 0 0 0 0 0 0 0 0 0 0 0 0 0 I 23J N o w CEILING LEGEND U e A8.2 I cn N oo cn Q i NEW AREA OF 2x4 SUSPENDED CEILING GRID & TILES o 1 �n � li � A d A e g ( - - - - - _ - SEE PLAN SPECIFIC NOTES FOR SPECIFICAl10NS. Z . V I 1/2" o V� 0 0 0 0 0 0 0 0 0 0 0 0 0 I r m = _ _ _ _ i ,, ,, ® I C-4 NEW 5/8 TYPE X GYPSUM BOARD CEILING or SOFFIT _ USE RATED MATERIAL & CONSTRUCTION WHERE REQUIRED. 3 EQ. 3'-0, 3 EQ. O 8' FLUORESCENT STRIP WITH WIREGUARD AND ELECTRONIC BALLAST. M METAL LOCKERS: T.B.D. REFRIGERATORJ o O SPACES SPACES 9'_1„ S-7 1/2" B ® SUPPLY AIR GRILL - SEE MECH. DWGS. < 0 w r� -A2- -A1 - 26'-4" 15'-8" 5'-8" 5'-0" MILLWORK ELEVATIONS BREAK ROOM #106 z F— ___OG Z SCALE: 3/8"=1'-0" w — — — - — — — — — — — — — — — — — — — — — I — — - -i 1. ' ROOM . .8.-7 .1/2: : 3 ` n. . / . I - m I. 9 p B 1 3 I in 15 EQUAL SPACES 2" 8 EQUAL SPACES " „ / LLJ 1 -3 1 -3 2 2' 1 -3 1 -3 2' 7 -5 1/2" 1 1 2 i• I IM. 17a� x I w Vi iv L J. -----\---- -y I > o 5,_6„ ., 3' 3'-1" 3'-1". I L.L.i 5 I w z r of � CLEAR . . . i w W � � I I O - a m ELtj HEIGHT REQUIREMENT LEGEND 12 .Ac, / ; L0 z w N N 24 \ 13 I I .J H C) I $i z 0 N CV A8.2 I . i . I 2 O w TYP. 2Ld v r . . � OPEN OPEN , OPEN OPEN OPEN o OPEN N • _ o o T T _ t. . N - --- --------------------- ------ -- - � lam N N _I I I I I CC N I I c0 O LJ F- • ,�maxx Q N W 5'-0" 5'-0" 5'-0" 5'-2" 2'-4" 2'-4" 9'-1" 2'-4" I I o I I ,I rn J STORAGE' I I a N ¢ W I d c=n 22'-6" f13'-9" 9'-0" I 105 i I r o J 11 V 1 1 a iI Q W J -B3- -B2- -Bl - I i ACCESSIBLE STANDARD ACCESSIBLE STANDARD w I- i HEIGHT HEIGHT HEIGHT HEIGHT O WORK COUNTER ELEVATIONS OFFICE #110 �_ 5 11 i i :I Q Q I '. 10: / 4. I I Q w cn of LO SCALE: 3/8"=1'-0" o ` I I I 0 w z z T L--------------L-- I 4 J ¢ w w o I 42" MIN 36" MIN 0 Q � j I A 3 uj _j_j z � z � < < nQOQo D RESTROOM 17b `j' ' IOf g I I 7 I � � owow 1 8 . ILn I m > > I I J 14 I _ 0 N Z O U . L•. � II I p (ii cn � Z ? II X U I..I..I >- > wZ � w � w o r— r- J — — — — ' J � J � J — — — Z v� V C� V O✓ 0] U m V -- c V M Q I I I O> >- a OPEN --- I N W w N N N N N N N N co I I z o � Lnocor` mcy; a I Q N co O N N W 0 0 0 0 0 0 0 ---� I w 9 0 13 C) r� 1co 01 14 16 No 12 15 � PA/PM: A. CATALDO Q DRAWN BY: F.T.M. / M.H. v o li Ln 3'-6" 9'-6" — — - — o � o C� � o C� o= a_ -e-o ¢ wj JOB NO.: SNR12-0011-00 c o o x w o_ o o Q z Q z J a SHEET 4 CD o Q o' z¢ � Q � �r Ow z N MILLWORK ELEVATION COFFEE SHOP #117 ENLARGED RESTROOM PLAN " ~ � „ A6m6 LO 1 -0 0 SCALE: 3/8"=V-0"-0 SCALE: 1/4"=V-0 N w CAUTION : IF THIS SHEET IS NOT 30" x42 " IT IS A REDUCED PRINT SEE STRUCTURALIlk DOOR S o SEE SHEET A0.2 FOR DOOR GENERAL NOTES o r +N 0 z L1J �° DOOR DOOR ROOM N0. FRAME FIRE HDWARE REMARKS 0 0 o ALL DOOR THICKNESS ARE 1-3/4" U.N.O. � (uALUMINUM ° CONCRETE WALL STOREFRONT FRAME NO. & NAME TYPE WIDTH HEIGHT THICK MATERIAL FINISH MATERIAL FINISH RATING N0. O Q c� 100NARROW STILE CLEAR ALUMINUM CLEAR _ _ - z .i a a CE) VESTIBULE A PR.3'-O" 8'-0" - ALUMINUM STOREFRONT ANODIZED STOREFRONT ANODIZED _ L au 100 " NARROW STILE CLEAR ALUMINUM CLEAR _ _ E 100a VESTIBULE A PR.3-0 8 -0 - ALUMINUM STOREFRONT ANODIZED STOREFRONT ANODIZED O E BACKER ROD AND ° SHIM AS REQUIRED 100NARROW STILE CLEAR ALUMINUM CLEAR _ _ - _ 0 SEALANT 100b VESTIBULE J PR.3'-0" 8'-0" - ALUMINUM STOREFRONT ANODIZED STOREFRONT ANODIZED 100 1-p" NARROW STILE CLEAR ALUMINUM CLEAR _ _ i a 3/4" 100c VESTIBULE A PR.3 -0' 8 - ALUMINUM STOREFRONT ANODIZED STOREFRONT ANODIZED `~ 101 „ HOLLOW METAL. PAINTED. HOLLOW METAL. PAINTED. 0 r—, .r_ INTERIOR INTERIOR EXTERIOR a 101 INTERIOR SALES AREA D 3 -0 8'-0' - N 102 >, " A.B.S. PAINTED ALUMINUM. GALVANIZED _ cu 102 RECEIVING STOCK ROOM B PR.3 -0 8'-0 PER MANUF. STEEL * �,•L� 0 CE) 103 >, HOLLOW METAL. PAINTED. HOLLOW METAL. PAINTED. - O m :7� .- 103 MEN'S RESTROOM D 3 -0” 8'-0" - - - Q C BLDG. LINE 3/4" CHAMFER TYP. 104 104 p 3'-O" 8'-0" - HOLLOW METAL. PAINTED. HOLLOW METAL. PAINTED. _ _ - cz BEYOND ° ° WOMEN'S RESTROOM au GLASS ALUMINUM STOREFRONT O 105 " HOLLOW METAL. PAINTED. HOLLOW METAL. PAINTED. - Q J INSULATED SYSTEM 105 STORAGE D 3-0 8'-0' - - - 3- DOOR STOP AT JAMB GLASS 106 106 D 3,-0" 8'-0" _ HOLLOW METAL. PAINTED. HOLLOW METAL. PAINTED. _ _ - o BEYOND BREAK ROOM w 107 107 p 3'-0" g'-p" - HOLLOW METAL. PAINTED. HOLLOW METAL. PAINTED. _ _ - o BOTTOM RAIL TO MATCH CONFERENCE ROOM z DOOR FRAME WINDOW HEAD (JAMB SIM . 108 108 D 3,-0" 8'-0" - HOLLOW METAL. PAINTED. HOLLOW METAL. PAINTED. _ _ - w m COMPUTER ROOM m o EXTERIOR RAIN DRIP DOOR „ 7 O 110 _ HOLLOW METAL. PAINTED. HOLLOW METAL. PAINTED. SCALE: 3 = 1 -0 EWISF-Conc_hd_ins_ff=01 D 3 -0 8'-0" o � rn BOTTOM SWEEPS (VINYL) WITH OFFICE STAINLESS STEEL FASTENERS. 111 111 A 3'-0" g'-p" _ NARROW STILE CLEAR ALUMINUM CLEAR - o E COLOR TO MATCH DOOR. PALLET SOILS ALUMINUM STOREFRONT ANODIZED STOREFRONT ANODIZED o 111 " WROUGHT IRON GATE. PAINTED. WROUGHT IRON. PAINTED. EXIT DOOR FROM PARKING, PROVIDE PANIC HARDWARE. O a 111a F 3 -0 8 -0 2 - - o- PALLET SOILS m a, Q N N THRESHOLD SET IN SEALANT w 0 111 „ WROUGHT IRON GATE. PAINTED. WROUGHT IRON. PAINTED. ROLLING GATE AT NURSERY (BY-PASSING). AND SEAL EDGES OF ENDS 111b G 4'-9" 10'-O" 2 - - ( ) m bo �, �, '" o "t PALLET SOILS 112 NARROW STILE CLEAR ALUMINUM CLEAR - � °�' .� v ) w Ln ry PEMKO 170 _ OR 171 _ 112 A 3'-0" 8'-0" - - - Q _ v N NURSERY ALUMINUM STOREFRONT ANODIZED STOREFRONT ANODIZED = 2 � 5 � INSULATED GLASS 112 ,> WROUGHT IRON GATE. PAINTED. WROUGHT IRON. PAINTED. EXIT DOOR FROM PARKING, PROVIDE PANIC HARDWARE. 1z � °0 `q 112a NURSERY F 3 -0 8 -0 2 - - 112 WROUGHT IRON GATE. PAINTED. WROUGHT IRON. PAINTED. ROLLING GATE AT NURSERY (BY-PASSING). Q 112b NURSERY G 4'-9" 10'-O" 2" - - w COFFEESHOP PLASTIC LAMINATE. - - - MPROVORK IDE BY MRLLWORKER �; ` � a FILL CONSTRUCTION CONTROL o' a JOINTS THAT CONTINUE UNDER ALUMINUM STOREFRONT 113 H 3'-0" 3'-6" 1-3/4" - v, a a THRESHOLD WITH SEALANT. SYSTEM d o ° CT a v 1/2" EXP. JOINT MATERIAL, WHERE OCCURS o o �% V� Q �� ; V COORDINATE WITH SLAB AND T TEMPERED GLAZING m EXTERIOR WALLS EXTERIOR INTERIOR DOOR HARDWARE DOOR TYPES O � O ALTERNATE THRESHOLD A THRESHOLD SET IN SEALANT SEE SHEET A0.2 FOR GENERAL DOOR NOTES C) AND SEAL EDGES OF ENDS, z 3 FINISH TO MATCH DOOR FRAME. 1. REFER TO THE PARTITION PLAN AND SPECIFICATIONS (IF PROVIDED) 3 C ��/ S ' a PEMKO 2005 _T FOR ADDITIONAL DOOR INFORMATION. W N Q • 4 a 0 14" X 14" CLEAR VISION PANEL, w' ..Am ate,;n,,.•nR«p.. ,• ° ., 4 ALUMINUM SLIDING GLASS DOOR NOTES VIEWER PANEL, TEMPERED 1 m WHERE CLEAR mmmmmIF_ 4 TEMPERED 6 4 x 1/8" THICK - a a 2. EXIT DOOR: OCCURS _ GLASS ABS WEAR PANEL. T T T T STOREFRONT DOOR TYP. VERT. / HORIZ. MULLION A. DOOR SHALL HAVE ONE INCH HIENEVE ERS READING: "THIS [Ir EQ. EQ. DOUBLE o DOOR TO REMAIN UNLOCKED WHENEVER THE BUILDING IS ACTING -�— BREAK AWAY a 13 R OCCUPIED". STAINLESS PANELS FOR cn SCALE: 3"= 1'-O" EDRSF-Sf_sec_c-01 SCALE: 3" = 1'-O" EWISF-Sf_min_ins_f-01 v B. DOOR SHALL BE OPENABLE FROM INSIDE WITHOUT THE USE OF STEEL z A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. C.B.C. SEC. KICK-PLATE STAINLESS STEEL JAMB EMERGENCY ( ___ STEEL GUARD z Ln o 1008.1.9.3) r-" OWHERECCURS I I KICK-PLATE o T T T T EGRESS ui C. EXIT SIGNS TO HAVE A MINIMUM OF 6" HIGH LETTERS. -----� I ---- 0 uj 3• AUTOMATIC SLIDING DOOR PACKAGE WITH "BREAK-A-WAY PANELS" D B A INSULATED GLASS AS SHOWN ING WITH DOOR SUPPLIERER. DOOR VSHALL FY RCOMPLY WIEQUIRED DTH C.B.C.UGH I1008.1.4.2 FLUSH HM DOOR FLUSH HM DOOR TRAFFIC SLIDING GLASS 2 `� 0 o ALUMINUM STOREFRONT AND 1133B.2.3.2. BREAK ROOM o > ALUMINUM SYSTEM 4. PROVIDE WEATHER STRIPPING OR FIRE SEALS. REFER TO uj JM INTERIOR STOREFRONT SYSTEM CO SCHEDULED FIRE RATING AND HARDWARE SCHEDULE. Z W O o o w DOOR STOP L 5. THIS DOOR REQUIRES ELECTRICAL CONNECTION. 13 — — w • 1 W z EXTERIOR __j INTERIOR - g. DISABLED ACCESS/EXIT SIGNAGE REQUIRED. 3/4" x 3/4" 0 o_ ' / / „ PICKETS lui e w 7. PROVIDE CONTINUOUS SURFACE MTD. ALUM. THRESHOLD ACROSS ;, y PICKETS3/4" 4 3-1/2" O.C. W w - w THE ENTIRE DOOR PACKAGE. FINISH TO MATCH STOREFRONT. C� 3-1/2" O.C. J WELDED WIRE a ,, BLDG. LINE �' n MESH, INT. SIDE. cn BEYOND �_ z O WEEP HOLES, COORDINATE i 14 � a� WALKWAY, WHERE TRAFFIC DOOR NOTES Apr : PANIC BAR. o WITH SEALANT OCCURS i `a� u k, PROVIDE MTL GLASS ° o BACKER ROD AND SEALANT 8. HARDWARE BY DOOR SUPPLIER. a �. . - PLATE FOR Li Q FINISH FLOOR 11 „ ' n PANIC BAR. 9. "RUBAIR" DOOR, BEIGE FINISH. OSH TO FURNISH AND G.C. TO INSTALL ` ' 3' LATCH GUARD w • EXTERIOR T ; OT - � P � WELDED WIRE (EA. SIDE IN r VJ . ,. : MESH. ° a .4 ° � SHIM AS REQUIRED PAIR). DOOR DIM. ° ° COORDINATE JOINT WITH J H G F E co o O STOREFRONT POSITION a O STOREFRONT JAMB WINDOW SILL ALUM. STOREFRONT MILLWORK WROUGHT IRON WROUGHT IRON ROLL-UP Lj SCALE: 3" = 1'-O" EDRSF-Sf_jb_c-01 14 SCALE: 3" = 1'-0" EWISF-Slab_sl_ins_ff-01 9 DOOR SLIDING GATE GATE Q T.O. FENCE 4 1/2" " PER STRUCTURAL ALUM STOREFRONT 7-------IJ � z 5/8" TYPE 'X' GYP. BD. EACH ALUM BREAK — w SIDE OVER METAL STUD. SEE SHAPE OVER �. w LL] 2" X 2" X 11 GA. STEEL 1 1/2" X 1 1/2" X STUD TABLE FOR SIZE AND (HSS BEAM, SEE c� POST AT 8'-0" O.C. MAX. SPACING STRUCT. DWGS. CONCRETE WALL Q 14 GA. TUBE STEEL EXISTING WALL. r — m SPACING RAILS 1/2 a INSULATION WHERE OCCURS F- SLIDING DOOR HEAD METAL TRACK I I C) "T" ANCHORS WELDED TO cn OVERHEAD RAIN FRAME, Y o x 4 SQ. STEEL TUBE JAMBS T.O. DOOR m IL 3-5/8" METAL STUD NESTED IQ I Q 3 AT EACH JAMB AND w z AT GATE +7'-0-0" " IN METAL TRACK -1 j I ! j _ DRIP (PEMKO 2 AT HEAD. o N I I I w jI �`' CONTINUOUS CAULK J ! s � 346 OR EQUAL) 1 co Ir 6 x 18 x 3/16 STEEL BOTH SIDES. I I 4 = ¢ v I. AND BACKER ROD O I a Y T.O. STEEL PLATE 16 GA. HOLLOW METAL FRAME ''' w PLATES TO RECEIVE GATE - -1 I'll �' DOOR FRAME PER SCHEDULE r CAST IN PANEL AND PAINTED '- z Lu HARDWARE AND FUTURE ELECT. ( ,z, LINE OF WALL -_ EXTERIOR I a' I a STRIKE/ INTERCOM/ o 0 o I 'i3 N INTERIOR w CARD READER = L CD o _��' "�___) BEYOND v 0 D o w DOOR PER SCHEDULE ? Q o 1.1 � Q v FIN GRADE o' w z w ao SEE OTHER DETAILS FOR , _ _ w a_ AUTOMATIC DOOR o z o TYP. FENCE CONSTRUCTION +D -0 0 0 PACKAGE `c' w W SEE DOOR SCHEDULE o 61 DOOR PER SCHEDULE m Q °J PUSH PULL o w Q o 14 z Lu 0 18" 0 x 2'-0" DEEP / CONCRETE JAMB POST 3,_0„ HARDWARE WITH GATE JAMB POST SELF-CLOSER PER �^—�� 0 5 3/44L ck: w " Q z o T FOOTINGS IN. CLR. DOOR SCHEDULE �U1-1 o c=n Q CONCRETE WALK Z W al WROUGHT IRON GATE DOOR HEAD (JAMB SIM . HEAD DETAIL DOOR HEAD JAMB HOLLOW METAL DOOR HEAD (JAMB SIM.) m J5 „ � p 5 „ 3 „ , oo F-- CD SCALE: 1/4"=l'—O" ESIFE—Wrought -01 SCALE: 3 = 1 —0 IDRAL—Head-07 SCALE: 3 = 1 —0 IDRAL—Jamb-03 SCALE: 3 = 1 —0 IDRAL—Jamb-03_integral SCALE: 3 =1 —0 EDRHM—Conc_hd_T-01 Q W m m uj _I Q U U) Q Q w J U7 � 0 4" MIN. Q u) [if w w C:) f- o' Q a t- cn a o ¢ o PER PLAN 5/8 GYP. BD. w F- DOOR PER SCHEDULE o ¢ m f- cn i- cn o' z a' z PAINT (TYP.) = O w in in N � Lw 0 MTL. STUDS SEE JAMB BEYOND O m m m z 0Of > o s PROVIDE REACH ( 0 z z z z AROUND PLAN) INTERIOR 0 z Z o z o z a LATCH AT INSIDE o i _j � J i= OF GATE " zz vU0a_ m0m0 Z ANCHORS 2X WOOD BLOCKING DOOR SWEEP/SHOE - � EXTERIOR SEE HARDWARE SCHEDULELu N N N N f Lu 1/2- LINE OF JAMB BEYOND METAL THRESHOLD o Q N O N N o TYP. � 0000000 � LINE OF WALL BEYOND WALL BEYOND. x = CD N HM FRAME PAINT FINISH FLOOR w E3 = DOUBLE ACTING Z PA/PM: A. CATALDO i o TRAFFIC DOOR, SEE cV w SCHEDULE Q DRAWN BY: F.T.M. / M.H. 0 _ C) �' o• 1 4" TOOLED CONC. EDGE cn sL / cn T/0 (N) CONCRETE w JOB NO.: SNR12-0011-00 a_ VARIES a a SEALANT OVER 1/2" EXP. o- Q (SEE WALL TYPES) a JOINT MATERIAL o o RECESSED TRACK z SHEET Ln 4 o- z N Q LOW WALL WITH GATE JAMB DETAIL HEAD SIM . DOOR SILL HOLLOW METAL DOOR SILL "f . 1 Li 16 j SCALE: 1"=1'-0" IMWCB-Low equipment SCALE: 3"= 1'-0" SCALE: 3"= 1'-0" IDRAL-Jamb-03-integral SCALE: 3" = 1'-0" EDRHM-Slab_sl-01 w CAUTION : IF THIS SHEET IS NOT 30• x42 " T IS A REDUCED PRINT Y SEE SITE PLAN SEE SITE PLAN01 13 LIGHT FIXTURE, SEE r - ELECTRICAL DRAWINGS 3 5 NOTE: a W 14 4'_0°° PAINT DIRECTIONAL ARROWS AT LANDSCAPE AND PAVEMENT, - - w LIGHT POLE STAND, ELECTRICAL „ MIN. DRIVEWAY AND ENTRY PARKING AS o INTERNAL EMBEDMENT 5/8" TYP. i 1 1/2" WHERE OCCURS FLANGE, 15 PER TILE / �\ A-A CONDUIT PER ELECTRICAL / i REQUIRED PER CITY STANDARDS. w O � DRAWINGS. � THE WORDS NO PARKING � 000000000 0000000000000 SHALL BE PAINTED IN THE SLOPE-.DN. w OOOOI0000000000 0000000000000 �- 0" CONCRETE CURB Z .i Q E LOADING AND UNLOADING - 8.33% MAX w ° @@@@@@@@ ° ° ° @@@@@ ° @@@@@ ° ° oo@c�000@o@@oo@ 0000000000000 CkfAREA IN WHITE LETTERS NO oo >o oo@o@00000000@ 0000000000000 0 0 � - E ANCHOR BOLT COVER, LESS THAN 305 MM (12 INCH) o ° 0000000000000 0000000000000 Q I I 1 U - 00000000000000 0000000000000 PAINT TO MATCH POLE I o HIGH ON CONTRASTING C °O U COLOR. CAULK ALL EDGES BACKGROUND AND LOCATED CONCRETE CURB U 00000000000000 0000000000000 � 0o Q @@@@@@@@@@@@@@ OOO ° 000000@ f- - SO THAT IT IS VISIBLE TO CONCRETE WHEEL STOP o o 00000000000000 0000000000000 v � 00 J 00000000000000 0000000000000 J TRAFFIC ENFORCEMENT 12 0 00000000000000 0000000000000 w 3/4" CHAMFER E OFFICIALS. _ 00 �_ @0000000000000 000000000000@ w of z o 000000000@0000 00000000@000@ I o o 4" WIDE STRIPE PAINTED F+y 'in 5 8" DIA. HOLES THROUGH `s w � J,o M P4 p w 00000000000000 0000000000000 n a_ 1 �' BLUE / w 14 14 I CONCRETE BASE WITH SMOOTH EMBEDMENT FLANGES B-B 00000000000000 0000000000000 FINISH TO MATCH BLDG. U) o 00 00 °p 00@@@000000000 0000000000000 PAINT TO MATCH BUILDING COLOR. J 4" WIDE STRIPING °° 00000000000000 0000000000000 REFER TO STRUCTURAL DRAWINGS - � PAINTED WHITE, TYP. °° -16 004 000@0@000000@0° 00000@@@0000° 0 / w 3/8" DIA. x 1/16" HIGH @@@@@@@@@@@@@O @@@@0@@@@0000 - ° ° 0 WITHIN THE LOADING AND a J MICRO-TEXTURE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 n `" a ' PARKIN UNLOADING ACCESS AISLE PAINT UNDERSIDE OF TILE ° °° °° °° °° ° @@@@@@@@00 @@@00 @@00 @@9@@@@@@@@@ w ANCHOR BOLTS AND ANCHORAGE THE WORD "NO PARKING" IN 12" w a ° a OF STEEL 4 - HIGH LETTERS MIN. o ° POLE PER MANUFACTURER'S SEE PLAN - 9'-0" 5'-0" TYP. 6 5/8" TYP. 5/8" TYP. 14 v a I SPEC'S 0. A-A Z:) Q REGULAR STALL ACCESSIBLE STALL 8'-0" @ VAN - TRUNCATED DOMES PLAN °° ° FINISHED GRADE OR "NO PARKING" PAVEMENT MARKING TYPICAL PARKING STALLS M U) 1 � _ a PAVING, WHERE OCCURS G � v � SCALE: 1"=1'-0" ESICU-Truncated_domes-plan-overallMD ° 4 SCALE: 3/4"=1'-0" ESIHC-No_Parking-01 V SCALE: 1/8" = V-0" ESIHC-Parking_stalls-01 1 1/8" ±1 11/16" ° I _° CURB RAMP PERPENDICULAR TO VEHICULAR WAY ©-DIAGONAL CURB RAMP AT VEHICULAR WAYS bA I~CD 0 w a 1'-0" 1'-0" O > m 2 `' oN N TYP. FIELD LEVEL �, a DIAMOND 1 A T 11 MICRO-TEXTURE a Q 14 0 rn 41 POINTS PER ° °I .d 4 m � bo ''!a 0 N MATERIAL 00000 000000000 00 — a ¢ O w a o V 00000 000000000 000 SQUARE INCH % 00000 000000000 000 " � ✓' / �' 8 -' 6 v v �! �t 4° / .; �a /r U S + 5 ai� /� / �.; 2 Z Q ¢, . bA N to w Needle-punched 10fl �, polypropylene. ° /9 . ; , �.; ;/ w 0000 0000000 c� d ° e .; e ��r. �/, O > O O O 000 O O O sy a � � pp • , ' `r� ,� oo ,�+:': ,.a � g °°°,°°°°°°°° � ° PROPERTIES [- +� �^ 0 0 0 0 0 Q — °'o°o°°e°ooe°e°caao � oopOo°ppOe° O PROPER 7 IES 000 �00 00 0 _ ? �e'F'ys / �'' �� i;' o°°o$°o$°oo'og 7 o ae ° °o°°°000 4 w °oo°°vo°'o°°e°oeo oep0° �, 1:10 0 1:10 ° °°° ° 7 v> 000 00 000 0 d 4 CVS N i °°°° °o°°°o°000°° U Exceptionally rugged materials and construction combined 0 0 0 0 0 '� ° — _ ,,, °a000 with a unique ttem of raised diamonds. 000 00000 0 P A _ R Y ? — I MAIC e Iry AX. 3 8 °va000s -�� 2O o - 0000 0000000 O I; o "� "' + ✓, �lq 3 Z d I IN VEHICULAR WAY 5 S Q `IR 00000 000000000 000 ° ° ° iv OR 1 1 VEHICULAR WAY 4J X� �00 0000000000000000000 HEIGHT 3/8" - ; � 114 A CURB RAMPS AT ACCESSIBLE PARKING AREAS N 00000 000000000 000 - o � WNa a 8 0000 0000000 00 a _ N 4 mo i SIZE AVAILABILITY O 00000 O w ° _ NOTE: - �Q a - N IINNUl�'u R99 CA g 6 w LL 0000 000 O O O 000 ° a a POLE BASE SET IN NATURAL ( ) 2 A J $x 18" file 000 0 000 a UNDISTURBED SOIL, OR ,�_ ��g ___ _ _= 7 6' 6" wide roil, up to 5{3' in length 00 °O 0 0 O 000 Q a a = APPROVED COMPACTED SOIL `�' FINE �2 N ��- �o��-�- =_ - = =_ _= 3 0 50 °13 2" wide mill, u to 50 in length 00000 - _ - _ _ __ - _==__ _= - - Y ° �p0 �°O D° �_ ° °° p0 O —III— II I I ° ° ° ° ° ° pO w °°° °°° °°° °°° °o° °°°°°° 119, FACE WEIGHT 1/8 1/8" — - � N FINE ;250 VEHICULAR WA > 37 oz/I square yard 1/811-7r-1 8" REFER TO 2'-6" (WHERE OCCURS) COLOR: N 4 mr. / BORDER & LEGEND - WHITE (RETROREFLECTIVE) R99B (CA) 59 oz /square yard STUCTURAL DRAWINGS SEE SITE PLAN AT TRUCK AREAS 1 5 Q BACKGROUND - BLUE (RETROREFLECTIVE) N DIAMOND MAT II TRUNCATED DOMES PLAN LIGHT POLE BASE AND FOOTING ACCESSIBLE SIGNS - STREET PAVEMENTCn SCALE: NTS SCALE: FULL ESICU-Truncated_domes- IanMD 7 SCALE: 1" = V-0" ESIMI-Light pole-01 g 7 ��h C° O ACCESSIBLE ROUTE OF PEDESTRIAN TRAVEL 48" MIN. (UNLESS o p SCALE: 11-1/2"=V-001ESIHC-Si n_access-00 O O OTHERWISE NOTED ON PLANS) V) 1 1/8" ±1 11/16" t1 11/16" 1 1/ - O3 TOP FACE OF CURB.41 L, w co 1 -0 DIAMOND ^- TYP. TYP. ��, APPROX. 3/4", EXCEPT APPROX. 4'-O" MIN. TOP ROUNDED C O O4 WALL, FENCE, LANDSCAPING OR OTHER OBSTRUCTION o 1-1/2 ON SLOPING PORTION RAISED TRUNCATED w SAGE AREAS of RAMP. I - - - - - - - NOTE: DOME PATTERN O O" CURB FACE N Q ARROW TO POINT IN N O6 THE RAMP SHALL HAVE A 12 BORDER WITH 1 4 GROOVES Recessed or ElcxJr Mounted Entrance Systems in high-traffic env- Co \ 2%_ 6.67q MIN. - G1% DIRECTION OF ACCESSIBLE o APPROXIMATELY 3/4" ON CENTER. GROOVES MUST BE ronments - including retail, commercial and institutional entrances. ° --� 8.33% MAX. CO ENTRANCE BASED ON 0.45 � f- POSITIONED ON THE LEVEL SURFACE AT THE TOP OF THE CURB 0 + a + - ACC SIBLE ACCESSIBLE LOCATION OF SIGN. o M ° SECTION A ENT NCE ENTRANCE RAMP (SEE GROOVING DETAIL w 00 0.1875 DIA. VENT HOLE � )• 0.625" HOLE THROUGH ° /4 PROVIDE CONIC. CURB 4-- 4 O z 7 SCORE MARK, BACK TOP OF CURB. o z 43/16" EMBEDMENT FLANGES AS SHOWN (ONE PER CELL EA. SIDE) G ° a ° a AT PLANTER AREA O g„ U ` MAINTENANCE IN REFLECTED PLAN CENTERED, TYP. 352 353 2" X 3" X 3/16" GALV. g TRUNCATED DOMES SHALL BE PROVIDED ACROSS THE FULL WIDTH w Vacuum daily, wet-vacuum as needed.Tile�_can be rotated for max- 0I � STEEL TUBE AND PAINTED, RAISED TRUNCATED O & DEPTH OF THE CURB RAMP, EXCLUDING THE FLARED SIDES. 0- � O SECTION A-A 0.1875" DIA. VENT 90' POINTS GROOVING DETAIL " I v CAP TUBE END. DOME w �n imum wear by utilizing the TacFast non-permanent 0.045 HIGH (SEE DETAIL). SLOPE SHALL NOT EXCEED 1:12 OR 8.33% MAX. Y �1 HOLE (ONE PER a Q Uj fasteningsystem. � „ „ _ c'c� _ _ _ _ _ � \ ~ U I..L y 1 1/8 t1 11/16 CELL EA. SIDE) f1 11/16 1 1/8 zz — — — — — — 3/4' 90 A MINIMUM 36-INCH WIDE SECTION OF TRUNCATED DOMES SHALL TYP. TYP. M 1/2" LIP BEVELED AT 45' z J� N A c° III—III III=III=III =III=III=I — �_ BE PROVIDED WHEN FLAT TRAVEL SURFACE ADJOINS A a r �^ U w VEHICULAR WAY (0 CURB FACE) = V J O WARRANTY ° o ac I I=III I I I I=I I I=I I I I I FINSH GRADE / PAVEMENT I » N i _ > �,, — — —11 I—I I I I-� 1/4 NOTES: z < 0 Limited S year warranty ° o a Q _ CONCRETE FOOTING, USE TYPE 0 ♦ 1 a wU 8.33% MAX. _1 i—III—III ° III V CEMENT, A MAXIMUM GROOVING DETAIL A. DETECTABLE WARNING SURFACES, AT THE OPTION OF THE CONTRACTOR, N v ° o_ �' —i I I I I—I I I ;a =III= WATER/CEMENT RATIO OF SHALL BE CONSTRUCTED BY CAST-IN-PLACE OR STAMPED METHOD, OR , Q T END OF CURB 00 2% MAX. 2% MAX. - , i I I=III= 0.45, AND A MINIMUM CONSIST OF A PREFABRICATED SURFACE. THE PREFABRICATED SURFACE ff nn „ 0.625" 1 HOLE INTERNAL EMBEDMENT OPTIONAL SOUND d = 1 STRENGTH OF 4500 PSI PER NO RUBBER MATS ALLOWED SHALL BE EITHER TACTILE TILES, BY V ° a � ( ) z NKGMT at-xi ChAkWA: er;(X0i e,i Or.t V LI� �,, 3 TYP. I. EMBEDMENT FLANGES FLANGE 0 3" O.C. SEE AMPLIFYING PLATE —I I I I I I SOILS ENGINEER CARSONITE INTERNATIONAL CORPORATION OR DETECTABLE WARNING AS SHOWN IN PLAN FOR ORIENTATION ADDED BY BEVEL DETAIL RECOMMENDATIONS. MATS, BY DETECTABLE WARNING SYSTEMS, OR APPROVED EQUAL. ~ REFLECTED PAN MANUFACTURED r No a" ' FRONT EDGE B. MINIMUM RAMP THICKNESS SHALL BE 4" P.C.C. OVER 4" CLASS II A.B. � M SECTION B-B 4-o OF SIDEWALK OVER 6" OF SUBGRADE. ALL AB AND/OR SUBGRADE SHALL BE ..t.;"i.r4i...%y:.fz .,4t..n.lxL,"tt•2-"t Gktl;i4 t4a,,.dtf4.[ 1.,.4. MIN. LANDING PROCESSED TO 95% RELATIVE COMPACTION. DIAMOND MAT II TRUNCATED DOMES SECTION CURB RAMP ACCESSIBLE DIRECTION SIGN ACCESSIBLE CURB RAMP o Rw SCALE: NTS SCALE: 6"=1'-0" ESICU-Truncated_domes-secMD SCALE: N.T.S. ESICU-Curb_ramp-01 3 SCALE: 3/4" = 1'-0" ESIHC-Sign-access direction-01 v SCALE: N.T.S. ESICU-Romp_accessible-CBC07 FZ 01 OSHA SAFETY RED PAINT EQ. CLR. AREA EQ. WHITE PAINT w PRO - SCRAPER W � W W �� 5/8" DIA. DRILLED HOLES, � W W FILL TOP WITH SEALANT. 3-INCH HIGH WHITE LETTERING _ _ _ _ _ _ _ ,, N Q �� @ 30' O.C. OR PORTION o (- T T T CONCRETE FOOTING AND PAD, ,,0 ; , / I PAINT BLUE EQUAL TO Co < W W W W THEREOF. I I I I I I I 90 IN SEE SITE AND CIVIL DWGS. FEDERALSTANDARDSTANODARD 599b Q N I / MATERIAL �0 ROAD WAY - SEE CIVIL V) Q II A 1 _ / �� 18" MIN. #4 REBAR FLUSH z ioo/o Virgin MIC Matting and corrosion resistant -9,Q W W o I I ( I I I - F30 �- WITH TOP OF WHEEL STOP o Aluminum Allay. ti U _I I I I I I I I v 2 -0" x 6'-0" PARKING h / ROS I 0 5 II SPACE 2' 12 F III 00 co � U PROPERTIES PLAN � / NOTE: � LU Of Alternating stern of wide PVC rids, with flow-through y t11'-5" PRE-MANUF. BIKE RACK -2" Q w CENTER SYMBOL IN EACH 9 g /\ :I DISABLED ACCESS STALL openings,and ribs of aluminum: \\/ O.D. STD. STEEL GALVANIZED L .I. INSTALL SYMBOL FLUSH o /\�\\ % PIPE 1 W/PAVING ACCESSIBLE o 0 PARKING STALLV) w HEIGHT . SURFACE MOUNTING PER ASPHALT CONCRETE N o 1 �:"or i _ e _ MANUF. w t� 4 .., - m \\\\\ E FOOTING & PAD 2° 2" o w CONCRETE _ . . , z __ U) SECTION rn J o z QI PRO-SCRAPER FIRE LANE CURB n19 BIKE RACK - 7 SPACES PRECAST CONCRETE WHEELSTOP ACCESSIBLE STALL SYMBOL Mw QoSCALE: NTS 24 SCALE: N.T.S. ESICU-Fire_lane_curb-01 SCALE: 1/4"=1'-0" ESIPK-BIKE -03A 14 SCALE: N.T.S. ESICU-Wheelstop-01 SCALE: 1" = 1'-0" ESIHC-Access_stall_symbol-02 Q m � m cn � w QI 10'-0" 12" X 24 REFLECTORIZED Q M � SIGN. WHEEL CHAIR SHALL o EQ. CLR. AREA EQ, - cn 9 BE WHITE ON BLUE � Q J M : w SIZE AVAILAABILlre 3 x10 Roll ��•. 1/8" ASPHALT IMPREG. SLOPE 1/8" PER FT. z "' - o 2 a m X z X z m c.� 1 BACKGROUND WITH MINIMUM w � � i- � SHEATHING - CUT TO FIT o - » � Baa ►- Uao ¢ 0 v 4x 2o' Roll CONCRETE FOOTING AND PAD, I �� FINE $250 = � � w w cn w Ln = - r- - —7- - -� - T - T - AND SURROUND PIPE. TYP. WALK, WHERE OCCURS. � - - - m o > o > SEE SITE AND CIVIL DWGS. » N - M Z w w 0 6 x 20 Roll _.. = 0 I I I I AT ALL PIPE PENETRATIONS THICKEN TO 9 AT PIPES � � � VAN ACCESSIBLE SIGN WITH � m m V) a N I I I �' WHITE BEADED TEXT OR o "' `�' '- z o z o z a 5H1PPit�i' INEIHi 3 x 2C3' (tG+II X41 IbS. "' w BERM, AND PROVIDE 2 MIN. J = EQUAL ON BLUE U > r w z J w w_ w C> Q I COVER OVER DRAIN PIPE DRAIN PIPE TRANSITION Q BACKGROUND. WHERE o ~ ~ J a � J 2 4x 2o' Rol;: 789 lbs, � _1 I I I I I I I � � � RECTANGULAR ROUND � OCCURS. a_j CD o U U � m U m v I I I „ 3" X 9" 5" o va►, o b x 2r0' Rall; 2$ 1b5. I 2 -0 x 6 -0 PARKING X 2 X 3 X 3/16 GALV. w 3 0 I I I ( SPACE 3" X 12" 6" � � � 0 � ori c0 co r- ao of o (2) 3" X 12 8 1 0 STEEL TUBE AND PAINTED, p Q N o N N CAP TUBE END. 0 0 0 0 0 0 0 cwt — — — - -1- - -J Q_ USAGE AREAS `` r : P I " •, PLAN FINSH GRADE / PAVEMENT w' o Entrances, Lobbies, Vestibules. . t7'-4" PRE-MANUF.EBIKE RACK 2" x' O.D. STD. STEEL GALVANIZED PIPE -III=1 i =1 I_I=III=III I I=I II=I I I=I _ _ _ z PA/PM: A. CATALDO C) M ��: -C-4 I—III I I=III=I I CONCRETE FOOTING 0 N MAIt�f 1 EIY1"1iV4.0 _ SURFACE MOUNTING PER —— a — - Q DRAWN BY: F.T.M. / M.H. MANUF. — a —III=III a =III Wet or drys vacuum the top. surface or lift up the walking � 1 ao _ � surface and vacuum car rnop underneath. CONCRETE FOOTING & PAD -I I I N _I �I I=I I a I =III= U a — w JOB NO.: SNR12-0011-00 a a —I _I I I I ° I —I I COLOR: _ -. • 9j 'j 'jL1— ° a BORDER & LEGEND - WHITE (RETROREFLECTIVE) 0 WAR RAt! : ?! a a SHEET 0 SECTION 4'-0" MIN. FROM CURB / WALK ° BACKGROUND - BLUE (RETROREFLECTIVE) N o-1 Limited 2-year warranty Z N 1 -0 a PRO-SCRAPER PRO-SCRAPER DIAMOND MAT II BIKE RACK - 5 SPACES ROOF DRAIN EXITING TO CURB VAN ACCE SIBLE SIGNAGE A801 j SCALE: NTS 25 �O SCALE: 1/4"=1'-0" ESIPK-BIKE_RACK-03A 15 SCALE: 1-1/2" = 1'-0" ESICO-Roof_drain_curb-01 10 SCALE: 3/4"=1'-0" ESIHC-Sign_access_van-01 5 w CAUTION : IF THIS SHEET IS NOT 30•• x42• IT IS A REDUCED PRINT MEMBER DEPIH: FLANGE WIDTH: Y NAILER CORNER "L" BEAD, TAPE & (EXAMPLE: 6" =600 X 1/100 INCHES) (EXAMPLE: 1 5/8" = 1.625" -162 X 0 ,a; GIRDER, SEE 20 GA. 1-1/2" X 1/2" FINISH SMOOTH FOR PAINT ALL MEMEBER DEPTHS ARE TAKEN IN 1/100 1/100 INCHES) ALL FLANGE WIDTHS INTERIOR GYP. BD. WALLS SHALL CONFORM TO ICC REPORT ESR-1338: NOTES FOR ALL WALLS: 3 ,19 STRUCTURAL DRAWINGS ATTACH W/ STEEL PINS ® 18" FINISH INCHES. FOR ALL "T" SECTIONS MEMBER ARE TAKEN IN MAX.1/100 INCHES. SEE METAL STUD CHART FOR GAUGE. O.C. -TYP. TOP & BOTTOM DEPTH IS THE INSIDE DIMENSION. - METAL STUD SPACING SHALL BE 24" O.C. • MIN. FASTENER SIZE SHALL BE No. 6, 1-1/4 SCREWS / /OR GENERAL 600 S 162 - 54 • SEE FLOOR PARTITION PLAN AND STYLE: MATERIAL THICKNESS: - MAX. FASTENER SPACING SHALL BE 12" FIELD & 8" AT EDGES. NOTES SHEET FOR ANY REQUIRED NSULATION. o O o STEEL COLUMN (EXAMPLE: STUD OR JOIST SEC110N =s (EXAMPLE: 0.054 IN. = 54 MILS; 1 MIL =1/1000 ALL WALL STUDS TO BE 3-5/8", U.O.N. Z -----------T ------ 7 ----------` T- THE FOUR ALPHA CHARACTERS UTILIZED BY IN.) MATERIAL THICKNESS IS THE MINIMUM BASE w ---------- THE DESIGNATOR SYSTEM ARE: METAL THICKNESS IN MILS. MINIMUM BASE METAL w •— /� 5/8 GYP. BD. OVER 2-1/2 THICKNESS REPRESENTS 95% OF THE DESIGN TYP. 3 4 21 22 z i METAL STUDS w O S= STUD OR JOIST, T= TRACK, U= CHANNEL, THICKNESS. L F = FURRING - - - - 7/8 FURRING .� o CHANNEL 24" O.C. \`�� INTERIOR NON-STRUCTURAL COMPOSITE: �� `� / / , (S)STUD SPACING 5 PSF (S)STUD SPACING 5 PSF - TYP. w o ATTACH WITH #8 �I SCREWS TOP AND �� \`�� i z MEMBER (IN.)O.C. L/240 MEMBER (IN.)O.C. U240 \�� r \�� UNDERSIDE OF ROOF OR DECK ABOVE i �� NOTE: DIMENSIONS OF = 0 0 BOTTOM 5/8" �\\ �� , COLUMN FURRING IN A 250S125-18 12" 11'-11" 40OS125-43 12" 21'-2" ` �� - \ ~ `- ` GYP. BD. �� ; / COMMON AREA ARE TO BE J - %' 0 250S125-18 16" 11'-3" 40OS125-43 16" 19'-5" o EQUAL DIMENSIONS EDGES ■ - a' ALIGNED, U.N.O. w _ m n , " , , " 250S125-18 24 10-7 400S125-43 24' 17-2 d . ■ / 250S125-33 12" 13'-11" 40OS125-54 (50 KSI) 12" 22'-11" - >� USE 1/2" DIA. A307 WITH :; ..; :: ..:............ ... ... , - ° 250S125-33 _16 12'-10 OOS125-54 0 K 16" 21 -1 a - Q - 4 (5 SI) ■ I 'a 3 DEEP CONTINUOUS METAL `�e`.� ��'��` WASHER AS REQUIRED AT 24 0 ■ O.C. 250S125-33 24 11'-7" 40OS125-54 50 KSI 24" 18'-10 ■ ■ ■ ■ ■ - w J cz TRACK WITH SLOTTED HOLES �a INTERSECTING WALL PER ( ) ■ PARTITION PLAN " " " ' " d r z ■ .- Q N I NOTE: 250S125-43 12 15-9 40OS125-68 (50 KSI) 12 25-0 ■ o PROVIDE FIRE CAULKING AT 1-HOUR „ , „ „ n -I ■ I �- WALL AT BOTH SIDES OF WALL. 5/8 GYP. BD. TO BE o 250S125-43 16 14'-9" 40OS125-68 (50 KSI) 16 23'-l" CEILING LINE ■ _ I CEILING LINE o I APPLIED DIRECTLY TO COLUMN w n n ■ I I w ONE HOUR FIRE RATED ASSEMBLY, cn 250S125-43 24 13'-6" 40OS125-68 (50 KSI) 24 20'-9" "' ■ `'= \ o METAL STUD, SEE WALL TYPE I AT THIS EDGE - ■ �_ SCHEDULE UL U423. 60OS125-18 12" 22'-1" n »■II ■ II II _ 8 i o WALL AT GIRDER NON-RATED COLUMN FURRING 362S125-18 12° 15'-4" 600S125-18 9'-9" ■ ■ - _ M 00 00 21 " ' " 16 362S125-18 16" 14'-4" 60OS125-18 24" 16'-9 ,•i a I o rn SCALE: 1"=l'-O" IWAMT-Fht_hd_grdr-01 SCALE: 3 = 1 -0 ICLOH-Column_furring_non_rated-01 ■ I 0 � 362S125-18 24 13'-5" 60OS125-33 12" 26'-9" ° v"" ■p ■ - II i i 3625125-33 12" 17'-10" 60OS125-33 16" 24'-6" � ■ f i aA 20 GA. 1-1/2" X 1/2" ATTACH W/ STEEL II ■ i o Z o n , n n , n JOIST, SEE STRUCTURAL PINS ® 18 P.C.-TYP. TOP AND BOTTOM �Y { �� 362S125-33 16 16 -5 600S125-33 24 21'-7" , ■ z,- m C) o v DRAWINGS ,: :{ :.t : ��■II ��1 w s~ s~ rn a\ 2" X 2 X 14 GA. STEEL TUBE " ,x „ n 362S125-33 24 14'-9" 6005125-43 12' 30'-7" ■ = ,---,� i m u o WELDED TO 3x5 x3/16 STEEL t I J PLATE 3625125-43 12 19'-7" 600S125-43 16' 28-3 EXTERIO`: r,�rt4 ■I� ''1-HR RATED FULL HEIGHT ,� -_� ` ULL HEIGHT i i LOW WALL NON-RATED I NON-RATED Q v sa, ;-, o � N �n „ , n VvHLL "m PARTITION AT ■ 1-HR RATED NON-RATED i I PARTITION PARTITION I PARTITION 362S125-43 16 18-0 60OS125-43 24 25-7)' _ STEEL PLATE BOLTED TO FURRING TUNNEL ■ PARTITION PARTITION I I SLAB PROVIDE DRILLED " " " ' " . . ■ I 1 i I " 0 PURLIN, SEE i 362S125-43 24 16-3 60OS125-54 (50 KSI) 12 32 -6 ■ CONSTRUCTION ■ _ i i SLAB TO HEIGHT SLAB TO I SLAB TO 6 z i EXPANSION ANCHORS. (4) 3/8" ,..:<, .:_.. .... ...;�,. ...,,.�..f. - - - :I eR Tn - ■ ( i ABOVE CEILING, STRUCTURAL i i �.::.�.�;;:.•,•...r,>� •�u_..�=u=-�=��.,�.< , „ 6 SLAB TO � SLAB TO i i NOTED SEE UNDERSIDE OF '``��` DIA. RED HEADS 362S125 54 (50 KSI) 12" 21 -2" 600S125 54 (50 KSI) 16" 30 0 ' DRAWINGS / ; ABOVE UNDERSIDE OF UNDERSIDE OF PLAN SPECIFIC CEILING i U.O.N. w PLAN VIEW - ( ) ( ) �.. :. 1511 ■ _. II I i ) i o' - 362S125-54 50 KSI 16" 19'-7" 600S125-54 50 KSI 24" 27'-O" 1"EI ING ROOF OR FLOOR I ROOF OR FLOOR NOTES i V) 7/8" FURRING CORNER BEAD x DECK ABOVE `" EDECK ABOVE o ,, ,;�, ,.,,„„_�.,r� s ,, .•« � .m 362S125-54 (50 KSI) 24” 17'-8" 60OS125-68 (50 KSI) 12" 34'-8" _ ■ CHANNEL ® 24" O.C. .::.. -:. �.. .. _ - - TU `•. .. I■II ■ _II I I I i i �L. , ATTACH WITH 8 / 3-5 8 X 25 GA. METAL _ ° i� TA ■ ._ 1 _ # / 362S125 68 (50 KSI) 12 21' 10" 60OS125 '68 (50 KSI) 16" 32' 0" � ��T SCREWS TOP AND ; - (" STUDS AT 16" O.C. 1111 ■ p 1_II I i ��fl BOTTOM ; C° z 362S125-68 (50 KSI) 16 20'-0" 600S125-68 '(50 KSI) 24 28 -9 :- �,. ■ r -�, i i i ~i `" ¢ O� / / �i z rT - T1 362S125-68 (50 KSI) 24 17'-8'* 80OS125-43 12 37 -6 f ��■II ■ II II I I - I m v o z �,j- 5 8 GYP. BD. 1r 5/8" GYP. BD. EACH SIDE 11 1140DS125-18 12 16 -5 8005125-43 16 34-4 v . ■ _ I i i �I i FINISH FLOOR LINEoil w OVER METAL STUDS, SEE 400S125-18 16" 15'-4" 800S125-43 24" 30'-6" � A O METAL STUD TABLE FOR SIZE -- _ w 40OS125-18 24" 14'-2" 8005125-54 50 KSI 12" 40'-0" N i , 6"x 18 GA. BRACE @ 8'-0" w I I I I & SPACING ( ) 17 - 5 r ' O.C. STAGGER EACH SIDE w II II 40OS125-33 12" 19'-11" 80OS125-54 (50 KSI) 16 36'-8" METAL STUD, T / i N I I I I BASE, SEE FINISH PLANS 11 11 11 1! 1! 11 I 1 11 11 11 1! I I 11 11 / 400S125-33 16" 18'-4" 80OS125-54 50 KSI 24" 32'-6" Q R SEE WALL TYPE i II II ( � �-+ D E F TYP. G SCHEDULE ` I NOTE: �� ' PROVIDE FIRE CAULKING AT 1-HOUR II II FINISH FLOOR 40OS125-33 24" 16'-5" 80OS125-68 (50 KSI) 12" 43'-4" w m ere, •;k«+4+YM7W.'J!!V 'rr I . WALL AT BOTH SIDES OF WALL. IL J 14 GA. CLIP ANGLE NOTE: ALL STUD INFORMATION IS BASED ON STEEL STUD 800S125-68 (50 KSI) 16" 39'-9" J ONE HOUR FIRE RATED ASSEMBLY, ;•a„ - _ : . ULA U423. MANUFACTURERS ASSOCIATION (SSMA) ICC#ER-4943P 80OS125-68 (50 KSI) 24" 35'-5" _ WALL AT ROOF JOIST LOW WALL LIMITING WALL HEIGHT TABLE-L/240 WALL TYPE SCHEDULE z a SCALE: 1"=1'-0" IWAMT-Fht_hd_jst-01 SCALE: 3" - 1'-0" IWAMT-Lw_gp_cap-01 SCALE: NONE IWAMT-Height_table-L_240 2 SCALE: 1/2"=1'-0" IWAMT-Wall_type_schedule-02 2 z 0 z w 3/4" PLASTIC LAMINATE ,�, INSULATION WHERE OCCURS, o COUNTERTOP �;' �� SEE RCP ROOF/FLOOR, SEE w 2'-0" a �' STRUCTURAL DRAWINGS U 3/4" PLASTIC LAMINATE a EXISTING CONCRETE WALL. ''� BRACE TO STRUCTURE, Q 00 a� 1/2 - BACKSPLASH WITH 1/4" '� ALTERNATE SIDES. USE STEEL DECK, SEE STRUCTURAL RADIUSED COVEF41 a :. .... D i METAL STUDS AT 8'-0" O.C. DRAWINGS w ----------- n a 4 D G , MAX. MATCH WALL STUD SIZE o a %� & GAUGE (3 5/8" 20 GA. 3/4 x 3 STRETCHER, TYP. o SEALANT � ---------- MM a MIN. PROVIDE BENT LEG & z W ADA-COMPLIANT STAINLESS FIRE EXTINGUISHER CABINET (F.E.C.) 4 ) z w - — STEEL SINK W OFFSET DRAIN FASTEN TO TOP TRACK, MAX. : W / a 4 METAL J-MOLD LENGTH OF BRACE 25'-0". r W Z ibi VERIFY ROUGH OPENING W/ a a 2"x 16 GA STEEL STRAPS ® 0 O T i 3/4" PLASTIC LAMINATE o SUSPENDED ACOUSTICAL �n FALSE FRONT TO ALIGN WITH MFG. IN FIELD. a CEILING, SEE RCP 16" O.C. MIN. WHERE TRACK w V INSULATION WHERE OCCURS. IS BETWEEN DECK FLUTES Ya U ADJACENT DRAWERS . W SCRIBE WALL BOARD TO SLIP TRACK W/ 2 - #8 SMS U o J i z ' INTO STRUCTURE 1 1 2 MIN. z DISPOSAL AT LOCATIONS CEILING GRID & TRIM NEAT & , / _ , O N w �) INDICATED PER PARTITION +� (2) LAYERS 5/8' TYPE X GYP. BD. 5 8" TYPE "X" GYP. BD. ON >, TRUE + cn m 0 PENETRATION. t J , „ „ U c,l U '� PLAN / TOP TRACK SECURED TO B ICC ESR-1042 N w BEHIND F.E.C. W/ FURRING CHANNELS METAL FURRING STUDS w 5/8 GYP. BD. # cn -----, w ' -- 1/4" MELAMINE BACK, TYP. TO MAINTAIN 1-HR RATING. N EACH SIDE OVER LARR 25344 0 :. .. ..;.` Sm S. BRACES W/ (2) #8 00 Y I METAL STUDS, N DRAIN & HOT WATER PIPING 5/8" TYPE "X" GYP. BD. TYP. SEE METAL STUD w 5/8" GYP. BD. EACH SIDE Q i TO BE WRAPPED WITH TABLE FOR SIZE INSULATION WHERE OCCURS OVER METAL STUDS, SEE o c INSULATION AS REQUIRED VARIES PER MANUFACTURER. (4"MAX) ;: FOR PARTITION FRAMING, SEE & SPACING SEE WALL TYPE SCHEDULE SLIPTRACK ISOMETRIC METAL STUD TABLE FOR SIZE z WALL STUD TABLE & N 3.= FRAMELESS CONCEALED HINGE, LARR 25529 METAL STUDS WHERE OCCUR. REFERENCED DETAILS. # & SPACING , TYP. LARR # 25529 1 -7 ADA-COMPLIANT INTEGRAL NOTE MOUNT FEC SO HIGHEST OPERABLE r KNEE/TOE CLEARANCE TOE-KICK ONE-HOUR WALL PART OF CABINET OR EXTINGUISHER NON-RATED INSULATION WHERE OCCURS, 0° co INSTALLATION DOES NOT EXCEED 54" AFF. INSTALLATION SEE WALL TYPE SCHEDULE 0 C) LOWER CABINET AT SINK FIRE EXTINGUISHER CABINET WALL JT. FURRING AT PERIMETER PARTITION TO UNDERSIDE OF CLG . FULL HEIGHT NON-RATED WALL � T' Q W t_ SCALE: 1"=1'-0" IMWCB-Low -01 SCALE: 3"= 1'-0" IFPMI-FEC-01 SCALE: 3"=1'-0" IWACO-Joint_perirneter-01 SCALE: 3"=1'-0" IWAMT-Uc_hd_dia_brc_ct-01 v SCALE: 3"= 1'-0" IWAMT-Fht_hd_md_pll-01 tz ROOF/FLOOR, SEE ROOF/FLOOR, SEE WALL, SEE PARTITION PLAN 4 EXISTING CONCRETE WALL. STRUCTURAL DRAWINGS STRUCTURAL DRAWINGS Iw SEE CEILING PLANLu FOR CEILING HEIGHT STEEL DECK, SEE STRUCTURAL Q GROMMET WITH PLASTIC 3 4" MELAMINE TOP W EDGE � DRAWINGS SEE STRUCTURAL SLEEVE - SPACE AS NEEDED cn / W/EDGE DRAWINGS r OPEN BAND o m ABOVE P.LAM. WORK SURFACE WITH > FRAMELESS CONCEALED HINGE, 4 a a a A EASED EDGE TYP. ii z x D w z 3 4" FRENCH CLEAT Y o FASTENED TO STUDS, TYP. a a INSULATION WHERE OCCURS. / SLIP TRACK W/ 2 - #8 SMS 0 5 a / � INTO STRUCTURE, 1 1/2 MIN. w ° ° ° ° ° ° ° a POWDER-DRIVEN FASTENER cn Of / PENETRATION. 1 4" MELAMINE BACK, TYP. / AT 32" ON CENTER Lu w U) 2'-0" / ICC ESR-1042 = Q U z / 0.140 SHANK DIAMETER LARR # 25344 O w 2-1/2"x2-1/2"x1/4" STEEL RAMSET/REDHEAD > ANGLE SUPPORT ® 24" O.C.. 3/4" PLASTIC LAMINATE // CATALOG NUMBER 1500 SERIES O z¢ w LLJ ° AND AT EACH COUNTER END. CABINET DOOR, TYP. - FINISH 5/8' TYPE "X" GYP. BD. ON / MIN. 1-1/8" EMBED PER 0 w METAL FURRING STUDS. 8 z BOTH SIDES & PROVIDE EDGE o / ICC ESR-1663 U of 1'-3" BAND AT ALL 4 EDGES 5 8 GYP. BD. EACH SIDE cn m ° w o Ld Lj ° uj P.LAM. OVER SUBSTRATE, TYP. CLEAR LARR # 2582 uj OVER METAL STUDS SEE o 0 Li ? FOR PARTITION FRAMING, SEE METAL STUD TABLE FOR SIZE ``' z WALL STUD TABLE & SLIPTRACK ISOMETRIC °D Ld w � o FLOOR RUNNER 4" BRUSHED STAINLESS WIRE METAL STUD BRACE & SPACING �' PULLS MOUNTED REFERENCED DETAILS. LARR # 25529 z (/) Lu HORIZONTALLY, WITH J J o T COUNTER-SUNK SCREWS & a Q o CAPS, TYP. - PROVIDE INSULATION WHERE OCCURS, cn SILENCERS AT DOORS SEE WALL TYPE SCHEDULE o W z ¢I COUNTERTOP SUPPORT 1'-5" G.C. TO PROVIDE ALKO WALL JT. FURRING PERIMETER WALL SWAY BRACE FULL HEIGHT NON-RATED WALL m J 2/I "LITTLE INCH LIGHT FIXTURES � `t Y=1'-O" , n I �} n , n n , n y o J CD SCALE: 1"=l'-O" IMWMI_Counter-01 WHERE INDICATED PER R.C.P. SCALE: 3 =1 —0 IWACO—Joint perimeter-02 SCALE: 3 =1 —0 IWAMT—Dia_brc_hd_md-01 SCALE: 3 = 1 —0 IWAMT—Fht—hd_md_per-01 J J )— m z N z Q m cn � O r W Q I INSULATION WHERE OCCURS, ¢ Y a I o N COUNTERTOP C LAMINATE HORIZONTAL BRACE. SEE WALL TYPE SCHEDULE ¢ J uj Li CD 2'-0" a 5/8" GYP. BD. EACH SIDE O w J J I¢— I Z F Z cilU 3/4" PLASTIC LAMINATE STRADDLE STUD BELOW AND FASTEN OVER METAL STUDS, SEE F_ Q Q cn Q o Q o 1/2 BACKSPLASH WITH 1/4" TO TOP TRACK WITH (4) #8 SHEET METAL STUD TABLE FOR SIZE CD m o'00 o o v �< > RADIUSED COVE 4 & SPACING m moo w w METAL SCREWS (2 EA. SIDE OF STUD) z c� c� d EXISTING CONCRETE WALL. (TYPE-X AT FIRE RATED mo N cn � z z � z � 6 c� 1/2' MELAMINE DRAWER BACK a ) WALLS U rrwQ � w � w "' c� - — --------------- & SIDES a a x x # a `�' LARR 25529 c� c� ii m U m U I _ _ 3/4" MELAMINE DRAWER a BOTTOM TRACK WITH .145 DIA. ,- 6 BOTTOM a a 4 SEALANT I II II I x 1 1/4" POWDER DRIVEN Q ca N CO o N co N 3 4 PLASTIC LAMINATE a I FASTENER AT 24 O.C. PER o / 3' II 0 � LTi co co r 00 of p L_ _ DRAWER FACE a I I `0. I I ICC-ESR 1799 a 0 0 0 0 0 0 0 70, M/ x 4" RESILIENT BASE LARR # 2582 uj 3/16" DIA. HOLES FOR SHELF I I 'l0-. 4! II I 0o N SUPPORTS, TYP. =. ;: '�ql- I U�.O NP. BD. WALLS METAL J-MOLD III I I I III #10 SCREWS (TYP.) Uj 3/4" MELAMINE SHELF (1" IF II o n I FINISH FLOOR U) o OVER 3 -0 WIDE), TYP. - INSULATION WHERE OCCURS. I z PAI PM: A. CATALDO PROVIDE EDGE BANDS AT III _o N - FRONT & BACK I ~ 0 5/8" TYPE "X" GYP. BD. ON � NOTES: � DRAWN BY: F.T.M. / M.H. 3 4" x 3" STRETCHER, TYP. METAL FURRING STUDS. II I 1. PROVIDE ACOUSTICAL SEALANT / II it I (OR FIRE CAULKING AT FIRE w JOB NO.: SNR12-0011-00 FOR PARTITION FRAMING, SEE ° 4 ii. 4. e' RATED WALLS) AT BOTH SIDES OF cmn 2 x 4 WOOD STRETCHERS AT a . a C 3 REFERENCED TABTAI &. Q 2 -0' O.C. WALL d � WALL BOTTOM. �z SHEET ED DE LS METAL STUD WALL, SEE WALL TYPE 2. REFERENCE UL# U419 FOR FIRE CD PLASTIC LAMINATE BASE SCHEDULE RATED WALL ASSEMBLIES. ry z I Of UPPER/LOWER CABINETS WALL AT PERIMETER HORIZONTAL WALL BRACE WALL BASE A802 -D 25 SCALE: 1"=1'-0" IMWCB—U low_drws_s lash-01 20 SCALE: 3"=1'-0" IWACO—Wall_ erimeter-01 15 SCALE: NONE IWAMT—Ac_iso_hor_brc-01 O SCALE: 3"=1'-0" IWAMT—Base_t 5 c`) i P— P P yp-01 = CAUTION : IF THIS SHEET IS NOT 30" x42 " IT IS A REDUCED PRINT 1/2' NEW METAL DECK CORRUGATED ROOF Y - BERRIDGE 24 PANEL, SEE 0 GAUGE TYPE "R" -------------------------------------- --- STRUCTURAL PANEL FASTENER -- - 1 ". DRAWINGS -14 - PANEL FASTENER WITH METAL Q - BACKED /4". BACKED NEOPRENE WASHER AT W (N) CORRUGATED NEOPRENE WEATHER 5 1/2" O.C. wo MTL. ROOF WASHER AT 5 WEATHER-RESISTANT Z Q 1/2" O.C. MEMBRANE MEMBRANE GABLE FLASHING 4" END LAPS w � i WITH CONTINOUS CAULK AT 3 i i GABLE FLASHING PLYWOOD PLYWOOD LAPS U •� II I II� I' I 4"END LAPS SHEATHING SHEATHING y I I ROOFING OVER PLYWOOD o E ! I W/CONT. CAULK ;! ! , I„ ,; }• SHEATHING, RUN UP AND U E " AT LAPS T&G WOOD C NEW METAL DECK UNDER CANOPY ROOFING MIN 8 U -:: y • , , , • , , , , 2X12 P.T. BACKER ROD BERRIDGE 24 GAUGE o o • . WOOD FASCIA AND SEALANTTYPE 1-1/4". �- 4- 8X12 WD. BE 2X6 T&G WOOD ROOF JOIST WEATHER RESISTANT o CLEAR STAINED 8x8 WD. BRACING. 2X10 WD. MEMBRANE ROOFING OVER PLYWOOD .� SEE STRUCTURAL RAFTERS, REF TO PLYWOOD SHEATHING °� 0 STRUCT. DRAWINGS DOUBLE TOP PLATE SHEATHING o a� ALL STRUCT. EIFS J CONNECTIONS (N) 8x8 WD. POST. WOOD RAFTERS. a CONTINOUS SHEET METAL DRIP < "a >- AT HEAD AND SILL TO BE KNIFE SEE STRUCTURAL 3'-0" 5 1/8"X13 1/2 GL SEE STRUCTURAL c>s CUT TOP CHORD REF. DRAWINGS. � TO STRUCT, - a J REF. TO DETAIL 1 ON DRAWINGS L � SHEET S3.0 FOR Q �' o CONC. BASE OF -I CANOPY COLUMNS PAINTED WD. PLYWOOD - o ( PROVIDE SHIM AS REQUIRED o SHEATHING w z TRUSS & BRACING, I I' f= REF. TO STRUCT. o w SHEET METAL ATTIC LOUVERED Z WD. STRUCT. CONNECTION RAKE DETAIL AT CANOPY DRAWINGS RAKE DETAIL AT CANOPY 0:: VENT WITH INTERNAL INSECT w cf) 00 rn = SCREEN, PAINT TO MATCH ADJ. _ 21 SCALE: 1/4"=l'-O" . 16 SCALE: 1-1/2"=1'-0" SCALE: 1-1/2"=V-0" 6 V o PLASTER, SEE ROOF PLAN & o _w Of I I SPECIFICATIONS > i ° o CONTINOUS VINYL BACKER ROD o PLYWOOD SHEATHING _ AND SEALANT AT SILL AND m v W o N METAL DECK-BERRIDGE 24 N JAMBS w r '~ °` 1.0 c\ BOTTOM CHORD OF WOOD TRUSS. / �, ,s~ o r � I~ N GAUGE TYPE "R" 1-1 4 ;... m bo o REF. STRUCT. DWG WEATHER-RESISTANT MEMBRANE -s `V Q 'i+ a °' ou N iNr, U' to 'G cv v, A., w T-6" 1'-6 1/8" } p, . INSIDE FOAM CLOSURE U z PANEL FASTENER WITH MTL. BACKED WOOD FRAMING WHERE w NEOPRENE s OCCURS, SEE U WASHER AT 5 �s STRUCTURAL 5 1/2" O.C. DRAWINGS Z .1CT • BRACKET f PLYWOOOD SHEATHING — ROOFING SYSTEM FLUSHING 00 r W A 1 2x6 T&G WOODLhLLL 24 GA. G.S.M. STEEL COPING, CLEAR STAINED 2x o PROVIDE EXPANSION JOINTS, ALL GUTTER WD. RAFTERS REF CORNERS TO BE MITERED, SEAMED TO STRUCT. DWGS PAINTED WOOD TRIM, & SOLDERED 2x14 P.T. WOOD wz] SEE STRUCT. DWGS FASCIA SUB. PURLIN PER �' RUN WEATHER-RESISTANT PLAN. SEE m MEMBRANE OVER P.T. PLYWD. & 7'-4 1/2" TO GRIDLINE Y.1 / Y.2 STRUCTURAL DRAWINGS COPING BOOT AT INTERSECTION OF UNDER CONT. CLEAT a PILASTER AND COLUMN c=n — — — CONT. SEALANT SECURE COPING WITH SCREW & EAVE / GUTTER DETAIL AT CANOPY ROOF VENT AND RAKE DETAIL Q NEOPRENE WASHER SLOTTED HOLE 22 FLASHING 2'-0" O.C. SCALE: 1-1/2"=1'-0" SCALE: 1-1/2"=1'-0" --- o 1/2" PER FT. SLOPE z 12'-5" A.F.F. —— — T.O. PILASTER C) RIDGE CAP: 4" END LAPS WITH m w CONTINUOUS CAULK AT LAPS Q FASTENERS; WITH METAL BACKED POP RIVET AT LAPS N PT 2X WOOD NAILER — — NEOPRENE WASHER. 20" O.C. FASTENERS WITH METAL > BACKED NEOPRENE WASHER o CONT. CLEAT - Li 6" MTL STUD RAFTER STANDING SEAM METAL ROOF CONT. WEATHERPROOF MEMBRANE UNDER = z CAP FLASHING WRAP DOWN FACE OF WALL m Z ® 16" O.C. 1/2" P.T. PLYWOOD SHEATHING WEATHER RESISTANT MEMBRANE z w ui 10 3/4"x12" GL COLUMN MIN. 3" EA.SIDE I Of w Q O REF. TO STRUCT. DWG. PLYWOOD SHEATHING 1 1 2 � �n 0.145 DIA.X 1 1/2" POWER ACTUATED r w 0 VERTICAL CORRUGATED METAL FASTENERS ® 32" O.C. WITH NEOPRENE N - a w WALL PANEL. SEE DETAIL 2 ON GASKETS AND WASHERS Lf) o0 2 1/2 � c U SHEET A1.1 ? a r n O �- _ V) Cn OUTSIDE FOAM CLOSURE WITH z 0 TAPE SEALER TOP AND RIGID FOAM CORNICE SHAPE WITH STUCCO U v COUNTER FLASHING BOTTOM FINISH TO MATCH EXISTING c ��< CONT. SEALANT c V NEW CURB. SEE SLAB PLAN FOR 2X6 T&G WOOD w z I DETAILS ~ V, 2X8 ROOF JOIST ®16" O.C. � r M I , 0 O PILASTER / COLUMN DETAIL AT ENTRY CANOPY RIDGE DETAIL AT CANOPY COPING DETAIL AT PARAPET 23 SCALE: 1-1/2" = 1'-0" 13 SCALE: 1"=1'-0" ECA_RIDGE_DETAIL SCALE: 1-1/2"=1'-0" EWA_COPING_DETAIL 3 r STANDING SEAM METAL ROOF PLYWOOD SHEATHING WOOD STUD FRAMING, WHERE � WEATHER-RESISTANT OCCURS, SEE STRUCTURAL �? MEMBRANE DRAWINGS w Lu LOCATION OF NEW WOOD POST INSIDE FOAM CLOSURE EIFS FAUX FLUTED SPLIT-FACE CD FOR WALKWAY CANOPY. REFER PANEL FASTENER WITH Q TO STRUCTURAL. MTL. BACKED NEOPRENE EXTEND WEATHERPROOF 1'-6" WASHER AT 5 1/2" O.C. s MEMBRANE m g" g" BRACKET FLASHING AND SEALANT-SEE w d ��- PLYWOOD SHEATHING MFR'S STANDARD DETAILS w z Y � WOOD LEDGER. SEE STRUCTURAL o LD $' DRAWINGS w Cr PLYWOOD SHEATHING PLAN GUTTER METAL DECK-BERRIDGE 24 0 z ° 2x10 ROOF JOIST ® 24" Lu a z O.C. GAUGE TYPE "R" 1-1 4". Z pf 10'-O" A.F.F. - / z w F T.O. W0. BEAM WEATHER RESISTANT ¢ w 2x6 T&G WOOD MEMBRANE-WRAP UP FACE zo OF WALL (OVER FLASHING) w � U 2x12 P.T. WOOD 12" vwi U- FASCIA 8x12 BEAM REF. TO STRUCT. T&G WOOD °D N o uJ •- z v) ELEVATION 2XWOOD. RAFTERS. SEE STRUCT. J ---� < N ° DRAWINGS = Q U m W z ¢1 CANOPY SUPPORT POST FLASHING DETAIL FLASHING DE AIL m o Q tz 0 24 `� SCALE: 3/4"=1'-0" . 14 SCALE: 1-1/2"=1'-0" ERFDT_FLASHING_DETAIL v SCALE: 1-1/2"=1'-0" J m Qm cmn � w Q WOOD STUD FRAMING WHERE OCCURS, SEE STRUCTURAL w �' STRAIGHT DECK TYPE "S" DRAWINGS. a Y z z 0 7/8" GLASS-MAT GYPSUM SHEATHING BOARD w < N o 6" SELF-ADHERED FLASHING r- Q a N Q o ¢ o WEATHER PROOF BARRIER ¢ m � Z W z i (2LAYERS) t . EXTERIOR PLASTER OVER METAL LATH AND WRB c' m w - w - m > m > j GLU-LAM COLUMN. REFER ; .. 2 PCS 24 GA. G.I. STUCCO COUNTERFLASHING WITH WIND o N z z z in a d TO STRUCTURAL. CLIPS (MIN. 3 PER 10 FT. SECTION, INTERLOCKING SEAMS AND U r r w z w w SUB—FLASHING AT CORNERS CLOSED CORNER TRANSITIONS) O O 6 a- m m 0 6" WIDE X 16 GA. BACKING a a . o WITH 4 END LAPS WITH CONT. r -o Z BASE FLASHING FASTENER AT 6"-8" O.C. LEJw CAULK AT LAPS N N N N N N N N Q N O N cV OUTSIDE CORNER FLASHING CONTINUOUS THREE-COURSE APPLICATION (MODIFIED FLASHING o o r 00 c3i o GRADE ROOF CEMENT & FIBERGLASS WEBBING) 0 0 0 0 0 0 0 i' 1/2"P.T. PLYWD. SHEATHING FIBERGLASS CAP SHEET - SET INTO HOT ASPHALT N OVER LT. GAUGE METAL = CD FRAMING 4' FIBER CANT STRIP ,,, i NEW COLUMN HSS 6x6x5/8, BUILT-UP ROOFING Q o SEE STRUCTURAL DWGS. ROOF DECK, SEE STRUCTURAL DRAWINGS z PA/PM: A. CATALDO 0 a OUTSIDE FOAM CLOSURE WITH 2" DRAWN BY: F.T.M. / M.H. N CD TAPE SEALER TOP AND U) c BOTTOM, TYP. w JOB NO.: SNR12-0011-00 o PANEL FASTENERS WITH METAL N CL 6" 8'-0„ 6 BACKED NEOPRENE WASHERS NOTE: o Q_ X20" O.C. ANY PENETRATIONS IN z SHEET j g'_p" WATERPROOF MEMBRANES/WRB LINE OF CONC. BASE BELOW, SHALL BE FULLY SEALED. z N CHAMFERED TOP Q CORRUGATED METAL PIER ROOF FLASHINGOf m A803 bi j 2 2 O SCALE: 1"=1'-0" ICL_PLAN_DETAIL O SCALE: 3"= 1'-0" w F- CAUTION : IF THIS SHEET IS NOT 30" x42" IT IS A REDUCED PRINT MEMBER DEPIH: FLANGE WIDTH: EXISTING SLAB TO REMAIN. (EXAMPLE: 6" =600 X 1/100 INCHES) (EXAMPLE: 1 5/8" = 1.625" -162 XCD y #4 REBAR © 12" O.C. ALL MEMEBER DEPTHS ARE TAKEN IN 1/100 1/100 INCHES) ALL FLANGE WIDTHS F+y INCHES. FOR ALL "T" SECTIONS MEMBER ARE TAKEN IN 1/100 INCHES. >- ALTERNATE SIDES. DEPTH IS THE INSIDE DIMENSION. / NEW CONCRETE TO MATCH NOTE: 600 S 162 - 54 EXISTING CONCRETE O PROVIDE 2 INCHES OVER SIZED TRIM STYLE: MATERIAL THICKNESS: O SAW-CUT AND REMOVE RINGS FOR SPRINKLERS (AND OTHER (EXAMPLE: STUD OR JOIST SECTION =S) (EXAMPLE: 0.054 IN. = 54 MILS; 1 MIL =1/1000 z _ PENETRATIONS TO ALLOW FOR AT THE FOUR ALPHA CHARACTERS UTILIZED BY IN. MATERIAL THICKNESS IS THE MINIMUM BASE � EXISTING SLAB AS REQUIRED. r , .c� ) THE DESIGNATOR SYSTEM ARE: METAL THICKNESS IN MILS. MINIMUM BASE METAL ui LEAST 1" OF MOVEMENT IN ALL v V THICKNESS REPRESENTS 95% OF THE DESIGN REPLACE BASE TO MATCH DIRECTIONS. w i S = STUD OR JOIST, T = TRACK, U = CHANNEL, THICKNESS. : E EXISTING MATERIAL AND SUSPENDED CEILING F = FURRING :2 6 COMPACTION. REPLACE ALL CEILING SPAN TABLE NOTES: O 4" VAPOR BARRIERS. 1. VALUES ARE FOR SINGLE SPANS. _ C-) n 2. ALLOWABLE CEILING SPAN CALCULATIONS BASED ON 33KSI YIELD STRENGTH STEEL. ~ 3- -------- ------- --- ____ CAU I ION : 1 HIS SHEE I IS NO I JOU x42 I IS A REDUCED PHIN Y 0 i EXHAUST FANS (n SYMBOL ABBR. DESCRIPTION Q w ELECTRICAL OPERATING ® POC POINT OF CONNECTION UNIT MANUFACTURER QTYAIR QUANTITY ESP FAN Z TAG NO. & MODEL N0. . SERVICE (CFM) (IN.) RPM o WEIGHT REMARKS TYPE FAN VOLTAGE SYMBOL ABBR. DESCRIPTION ®� REMOVE EXIST. EQUIP. OR PIPES WITH HATCHING (LBS) ( ' w _ GREENHECK + HP VPH HZ DUCT RISER (R) OR DUCT DROP (D) w EF PROVIDE FACTORY ROOF CURB AND BACKDRAFT w N 1 GB-91-4 1 SERVER ROOM 400 0.3 915 CENTRIFUGAL 1/4 115/1/60 60 DAMPER. FAN TO BE CONTROLLED VIA THERMOSTAT. ® � NEW CEILING SUPPLY DIFFUSER OR RETURN AIR GRILLE DUCT WITH SOUND INSULATION o E EF GREENHECK PROVIDE FACTORY ROOF CURB AND BACKDRAFT 4 ® RELOCATED EXISTING SUPPLY DIFFUSER OR RETURN AIR GRILLE ® SUPPLY AIR DUCT SECTION w O 2 GB-121-4 1 RESTROOMS 800 0.75 1212 CENTRIFUGAL 1/4 115/1/60 60 U DAMPER. FAN TO BE CONTROLLED VIA TIMECLOCK. = IC 71 1-71 EXISTING SUPPLY DIFFUSER OR RETURN AIR GRILLE TO REMAIN RETURN AIR DUCT SECTION ~ i IC� IL J OR TO BE RELOCATED ® 42 EXHAUST AIR DUCT SECTION EXISTING SUPPLY DIFFUSER OR RETURN AIR GRILLE TO D.L./U.0-�- D.L./U.C. DOOR LOUVER OR UNDERCUT DOOR 2010 OREGON MECHANICAL SPECIALTY CODE - CHAPTER 4 - VENTILATION � ctf BE REMOVED � � ■�-N' a� Single Zone Multiple Zone Recirculating Systems NEW THERMOSTAT LOCATION O1 ROOM THERMOSTAT WITH ZONE NUMBER m W Systems g Zone Zone Floor Outdoor Air Rate Outdoor Air Occupant Related Area Related Breathing Zone Zone Air Zone Outdoor Primary Outdoor 31 TEMPERATURE SENSOR WITH ZONE NUMBER 0 U Zone Population req'd per person Rate req'd per Ventilation Ventilation Outdoor Airflow Distribution Air Flow(Voz System System Occupant Uncorrected OutdoorAir Air Flow (p �1 J >✓ RELOCATED EXISTING THERMOSTAT (Pz or Ps Area(Az) Zone Primary Outdoor Air T T } (Rp) unit area(Ra) (Vp=Rp'Pz) (Va=Ra'Az) (Vbz=Vp+Va) Effectiveness(Ez) =Vbz/Ez) Outdoor Air Airflow(Vpz) Fraction Ventilation Diversity(D= Outdoor Air Intake(Vot= Provided 0 TIMER SWITCH (Vot=Voz) _ Efficiency(Ev) Ps/SUM(Pz)) Intake(Vou) Vou/Ev) ru (..p-Voz/Vpz) - CDWS - CDWS CONDENSER WATER SUPPLY ' ' J REL RELOCATED a (people) (st} (ctin/person) (clnfsf (ctm) (ctm) (cfm) (ratio) (ctm) (clm) mm) (ctm) (cfrn) (c!m) - CDWR - CDWR CONDENSER WATER RETURN < Retail 80.73 5382 - _ d....7.5 0.12 _ 605.475 845.84 1251.32 0.8 1564.14 1564 _ REB REBALANCED - CHWS - CH WS CHILLED WATER SUPPLY RTU-1 80.73 5382 1650 w Retail 101.265 6751 7.5 0.12 759.4875 810.12 15169.61 0.8 1962.01 1962 (E) EXISTING - CHWR - CHWR CHILLED WATER RETURN RTU-2 E101.265 6751 2050 -HHWS- HHWS HEATING HOT WATER SUPPLY ® POINT OF CONNECTION w oo� m Retail 6751 7.5 0.12 759.4875 810.12 1569.61 0.8 196'2.01 1962 ( -HHWR- HHWR HEATING HOT WATER RETURNRTU-3 6751 l2050 - RL - RL REFRIGERANT LIQUID- - - EXISTING MECHANICAL DUCTWORK 98.505 6567 7.5 0.12 738.7875 788.04 1526.83 0.8 1908.53 1909 - R S - RS REFRIGERANT SUCTION = -RTU 4 98.505 6567 _.. w _... _ ._ _.. 20� _ 0 0 �2. EXISTING DUCTWORK TO BE REMOVED & CAPPED - RD - RD REFRIGERANT 00 to Retail 95.145 6343 7.5 0.12 713.5875 761.16 1474.75 0.8 1843.43 1843 o � 5 21 RTU-5 101.7 6343 1900- -- D AUTOMATIC MOTORIZED DAMPER °' °� 1 �--- VD VOLUME DAMPER (MANUAL) m v o Storage 0 3991 0' 0.12 0 478.92 478.92 0.8 598.65 b99 ; 2525 0.24 0.90 0,00 0:00 599 J o v U N ry Restrooms 2.39 478 5 0.06 11.95- 28.68 40.63 0.8 50.79 1 51 300 0.17 0.90 0.54 27.19 30 111110-- (N) FD FUSIBLE LINK FIRE DAMPER Q ,P v o cLn�1 L6 Hallway 2.075 415 5 0.06 10.375 24.9 35.28 0.8 44.09 44 175 0.25 0.90 0.46 20.49 23 � � p, 'v ►---- N SFD COMBINATION SMOKE & FIRE DAMPER RTUL6 4.465 4864 _ 1 3000 652 700 ( ) Office 4:125 825 5 0.06 20.625 49.5 70.13 0.8 87.66 88 1560 0.06 1.00 0.22 19.57 20 -- (E) FD EXISTING FUSIBLE LINK FIRE DAMPER Q Conference 14.35 287 5 0.06 71.75 17.22 88.97 0.8 111.21 111 1420 0.26 0,80 078 86.38 108 --- (E) SFD EXISTING COMBINATION SMOKE & FIRE DAMPER w RTU-7 18.475 1112 2000 128 400 Of ---DQ- GV GATE VALVE Retail 16.425 1095 7:5 0.12 123.1875 131.4 254.59 0.8 318.23 318 DEMOLITION LEGEND U RTU-8 16.425 1095 350 2 -tea- GLV GLOBE VALVE z O - - -- ----- -- -- - � Cf) CHV CHECK VALVE Q GENERAL NOTES: -�- U, z M d 000 Fa- BV BALL VALVE O "i BFV HEATING HOT WATER SUPPLY m CD4 ^ 0 (D 1. ALL TYPES OF DUCTWORK SHALL BE CONSTRUCTED ,ERECTED & TESTED IN ACCORDANCE STRICT o z Z co 0) 0) LOCAL REGULATIONS & PROCEDURES DETAILED IN THE A.S.H.R.A.E. HANDBOOK OF FUNDAMENTALS OR 777M7= BC HEATING HOT WATER RETURN Uj C� Til d 0)m Oj i THE APPLICABLE STANDARDS ADOPTED BY S.M.A.C.N.A. ALL DUCTWORK SHALL BE EITHER = N t11 O O RED REDUCER ~ t'1 z Q N N 0 RECTANGULAR DUCTS OF GALVANIZED STEEL OR PREFABRICATED SPIRAL LOCK-SEAM DUCTS & z p U V N x FITTINGS OF GALVANIZED STEEL. STR STRAINER oC � 0' I �. w 0) Iw- cr) O ZOO > 2. DUCT DIMENSIONS ARE NET CLEAR (AIRWAY SIZE), WHERE SOUND INSULATION IS INDICATED ON U UNION DRAWINGS, THAT IS, AFTER INSULATION HAS BEEN INSTALLED. PG PRESSURE GAUGE > T� U n 1 ILL (L off, 3. ALL DRAWINGS SHALL BE CONSIDERED TO BE PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR TH THERMOMETER m SHALL BE RESPONSIBLE FOR THE REVIEW & OVERALL COORDINATION OF ALL DRAWINGS PRIOR TO ANY AV AIR VENT VALVE CONSTRUCTION, INCLUDING ARCHITECTURAL, STRUCTURAL, AIR CONDITIONING, PLUMBING AND a ELECTRICAL. ANY AND ALL DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF - CV CONTROL VALVE V) ENGINEER PRIOR TO THE START OF CONSTRUCTION SO AS TO RECTIFY THE ISSUE. ANY AND ALL � _ PRV PRESSURE REDUCING VALVE WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS AND/OR ANY CODE REQUIREMENT SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND NO EXPENSE INCURRED BY � P&T RV PRESSURE & TEMPERATURE RELIEF VALVE v, THE OWNER. -�� PIPE ANCHOR o 4. DO NOT SCALE DRAWINGS - ALL DIMENSIONS & EXISTING JOB SITE CONDITIONS SHALL BE CONFIRMEDsD SD SMOKE DETECTOR w BY THE CONTRACTOR AT THE JOB SITE PRIOR TO BID SUBMITTAL, START OF CONSTRUCTION AND/OR FABRICATION OF MATERIALS. IF DISCREPANCIES ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY AD ACCESS DOOR Cn MECHANICAL SCHEDULES THE ENGINEER FOR CLARIFICATION. AFF ABOVE FINISHED FLOOR Q ■ 5. ALL WORK SHALL COMPLY WITH 2010 OREGON MECHANICAL CODE, CITY CODES, STATE OF OREGON AP ACCESS PANEL ENERGY EFFICIENCY SPECIALTY CODE AND ANY AND ALL OTHER APPLICABLE CODES. BDD BACK DRAFT DAMPER > > INSTALL AIR TIGHT 6. ALL SUPPLY & RETURN DUCTWORK SHALL BE INSULATED WITH OWENS/CORNING TYPE 75 FIBERGLASS CD CEILING DIFFUSER 'J WALL/SOFFIT RUBBER SEAL EXHAUST FAN INSULATION WITH VAPOR BARRIER, & WITH THICKNESS AND MIN. 'R' VALUE AS SPECIFIED ON THE SPIRAL DUCT 12" MINPLANS OR SPECIFICATIONS. CFM CUBIC FEET PER MINUTE (AIR QUANTITY) w SUPPLY AIR CA COMBUSTION AIR '�' wz 7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL DUCT, PIPE AND EQUIPMENT w VOLUME DAMPER PROVIDE 1/4" RUBBER LOCATIONS W/ELECTRICAL, STRUCTURAL, PLUMBING AND ALL OTHER TRADES. DTR DOWN THRU ROOF � 0 O GASKET SEAL (TYP.) EA EXHAUST AIR Li 8. ALL CEILING MOUNTED SUPPLY AIR DIFFUSERS ARE 4-WAY THROW UNLESS SHOWN OTHERWISE. a w EAG EXHAUST AIR GRILLE ~ • U �/ COUNTER Y4" WIRE MESH SCREEN 9. MINIMUM OUTDOOR AIR REQUIREMENTS SHALL COMPLY WITH 2010 OREGON MECHANICAL SPECIALTY J ,^ SUPPLY/RETURN AIR EAR EXHAUST AIR REGISTER Q V) 0 REGISTER. REFER TO FLOOR FLASHING CODE CHAPTER 4. Cn _ _ _ EP ELECTRIC PNEUMATIC < Q PLANS FOR SIZE (TYP) 10. ALL PIPING AND DUCTWORK INSULATION SHALL COMPLY WITH 2010 OREGON ENERGY EFFICIENCY z PRE FABRICATED ROOF - - MOUNT FAN ON CURB WITH HOA HAND - OFF - AUTOMATIC 0 CURB LAG SCREWS (MIN. 2 PER SPECIALTY CODE CHAPTER 5. U SIDE) NC NORMALLY CLOSED w Q CANT STRIP 11. ALL H.V.A.C. CONTROL SYSTEMS SHALL COMPLY WITH 2010 OREGON ENERGY EFFICIENCY SPECIALTY ROOF CODE CHAPTER 5. NO NORMALLY OPEN o NIC NOT IN CONTRACT w • rn �-- 7-!7 FLASHING BY G. C. 12. ALL H.V.A.C. EQUIPMENT AND APPLIANCES SHALL COMPLY WITH 2010 OREGON ENERGY EFFICIENCY ,~- v, SPECIALTY CODE CHAPTER 5. MA MAKE-UP AIR OPPOSED BLADE 13. INSULATION MATERIAL SHALL COMPLY WITH 2010 OREGON ENERGY EFFICIENCY SPECIALTY CODE OSA OUTSIDE AIR m DAMPER FOR CHAPTER 5. PE PNEUMATIC - ELECTRIC o 0 SUPPLY REGISTER REA RELIEF AIR a O ONLY FLEXIBLE DUCT CONNECTION TO 14. THE CONTRACTOR SHALL SUPPLY ALL MATERIALS, LABOR, EQUIPMENT, TRANSPORTATION & SERVICES :2 NECESSARY FOR COMPLETION OF THE WORK. ALL MATERIALS & WORK SHALL BE IN COMPLIANCE WITH w EXHAUST FAN REAG RELIEF AIR GRILLE Of ALL APPLICABLE CODES & GOVERNING REGULATIONS AND SHALL MEET OR EXCEED WITH THE PROVIDE BACKDRAFT APPROVAL OF THE CITY & STATE FIRE MARSHAL. RA RETURN AIR PROVIDE RECTANGULAR TOJ DAMPER IN DUCT NOTE: _ ROUND DUCT TRANSITION 1. PROVIDE MINIMUM LENGTH EQUAL TO 3X 15. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PROTECTION & PROVIDE REPAIR OF ADJACENT RAG RETURN AIR GRILLE FAN DIAMETER OF STRAIGHT DUCT AT EXISTING SURFACES, AREAS & PROPERTY THAT MAY BE DAMAGED AS A RESULT OF ANY DEMOLITION RAR RETURN AIR REGISTER FAN INLET OR STRAIGHT LENGTH AS AND/OR NEW WORK. w RECOMMENDED BY FAN MANUFACTURER SA SUPPLY AIR ME MOUNTING BRACKET WHICHEVER IS MORE STRINGENT. w 16. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF CEILING DIFFUSERS AND SAG SUPPLY AIR GRILLE GRILLES. Q SAR SUPPLY 'AIR REGISTER } SCALE SCALE 17. REFER TO ARCHITECTURAL DRAWINGS FOR ROOF ACCESS & ADDITIONAL ENERGY CONSERVATION NOTES. m TA TRANSFER AIR SI DEWALL REGISTER 8 DOWN BLAST EXHAUST FAN J NONE NONE 18. REFER TO PLUMBING DRAWINGS FOR PRIMARY & SECONDARY CONDENSATE DRAINS. SI SOUND INSULATION x N w MAX. 7'-0" LENGTH WIRE TO BE SECURED TO 19. ALL SA & RA OUTLETS FOR FUTURE CONNECTIONS SHALL BE INSTALLED SO AS TO PERMIT EASY T THROAT Y z0 ACOUSTICAL FLEXIBLE DUCT STRUCTURE ABOVE 120V/1 PH/60HZ 120V/1 PH/60HZ 120V/1 PH/60HZ CONNECTION. COORDINATE DUCTWORK, STRUCTURAL CONDITIONS AND ARCHITECTURAL LAYOUT. TA TRANSFER AIR w E SUPPLY AIR VOLUME DAMPER DISCONNECT '774 20. ALL A/C UNIT CONDENSATE DRAIN PIPE SHALL BE INSTALLED PER THE PLUMBING PLANS. ALL UNO UNLESS NOTED OTHERWISE Y � INTERIOR CONDENSATE DRAIN PIPING SHALL BE INSULATED. UTR UP THRU ROOF Q LU 0 SPIRAL DUCT O E 0 w Q 45' O 7-DAY T I 21. CONTRACTOR SHALL VERIFY ALL EXISTING RE-USED EQUIPMENT OR CONTROLS AND PROVIDE VAV VARIABLE AIR VOLUME � 2-1 PROGRAMMABLE REPLACEMENT PARTS INCLUDING BUT NOT LIMITED TO, BELTS, PULLEYS, SHEAVES, FILTERS, WORN VTR VENT THRU ROOF Q (n w OO TIME CLOCK �` � DISCONNECT E DISCONNECT - PARTS, VAV/VVT DAMPERS AND ALL CONTROL COMPONENTS, AS NEEDED TO BRING A/C UNITS, A/C o w O E SYSTEMS AND A/C CONTROLS UP TO FULL OPERATIONAL STATUS. M MECHANICAL TO o � 4" WIDE SHEET METAL ME O O FURNISH & INSTALL w Cn � FLEXIBLE DUCT SUPPORT Y 22. ACCESS TO ROOF MOUNTED EQUIPMENT SHALL COMPLY WITH 2010 OREGON MECHANICAL SPECIALTY 0 � STRAP LINE VOLTAGE CODE.. MECHANICAL TO FURNISH wm z THERMOSTAT ME ELECTRICAL TO INSTALL SQUARE TO ROUND I SET-POINT 23. ALL APPLIANCES DESIGNED TO BE FIXED IN POSITION SHALL BE SECURELY FASTENED AND ~o W `� TRANSITION AT 807 I SEISMICALLY BRACED AS PER BUILDING CODE REQUIREMENTS. O z N EM ELECTRICAL TO FURNISH J � o MECHANICAL TO INSTALL FLEXIBLE DUCT CLAMPING PROVIDE TWO SUPPORT WIRES. 24. ALL APPLIANCE, PLUMBING VENTS AND THE DISCHARGE OUTLET OF EXHAUST FANS SHALL BEA J DEVICE (TYP.) 12„ SIN LOCATE WIRES DIAGONAL FROM MINIMUM OF 10 FEET IN A HORIZONTAL DIRECTION, OR A MINIMUM OF 3 FEET ABOVE THE OUTSIDE AIR ELECTRICAL TO Cn o EACH OTHER ON DIFFUSER (TYP.) INTAKE OF HVAC UNITS. E FURNISH & INSTALL Q Q J 25. THERMOSTATS SHALL HAVE THE CAPABILITY OF BEING SET TO MAINTAIN ROOM SPACE TEMPERATURE m Q EF EXHAUST FAN EF EXHAUST FAN CEILING DIFFUSER � w Q MOTOR SET POINTS FROM 55'F. TO 85°F. AND SHALL OPERATE THE HEATING AND COOLING IN SEQUENCE. o = 2 MOTOR 1 PROVIDE THERMOSTATS THAT CAN BE ADJUSTED FOR A TEMPERATURE RANGE OF UP TO 5'F. BETWEEN SQUARE NECK SIZE (IN.) J ~ M FULL HEATING & FULL COOLING BEING SUPPLIED. THERMOSTAT CONTROLS SHALL HAVE THE ¢ U m UU CEILING CFM � � w CAPABILITY OF TERMINATING ALL HEATING AT A TEMPERATURE NOT MORE THAN 707. AND COOLING ,�, U) v, W AT A TEMPERATURE NOT LESS THAN 78'F. RETURN AIR REGISTER < 0 y � w w SQUARE NECK CEILING Q DIFFUSER, U.N.O. CD 26. ALL THERMOSTATS SHALL BE MOUNTED 48" AFF SO AS TO BE IN COMPLIANCE WITH A.D.A. SQUARE NECK SIZE (IN.) `o z a m � N � Cn CEILING DIFFUSER SCALE g EXHAUST FAN WIRING DIAGRAMS SCALE REQUIREMENTS. CFM w Q Q W Q o Q T NONE NONE 2 U� '- '= m o > o > g w N (n 0 SUPPLY & EXHAUST REGISTER � CD w w ACOUSTICAL FLEXIBLE 27. ALL EQUIPMENT TO COMPLY W/ 2010 OREGON MECHANICAL SPECIALTY CODE, WHICH STATES, UNITS IN aa_ W m m cn z z z MAIN SUPPLY DUCT PROVIDE DOUBLE-DEFLECTION NECK SIZE (IN. x IN.) o J Cn N TRANSFER DUCT. SEE FLR EXCESS OF 2000 CFM SHALL BE EQUIPPED WITH AUTOMATIC SHUT-OFF UPON DETECTION OF SMOKE U z z o z o z PLAN FOR SIZES RIGID DUCT SUPPLY AIR REGISTERSIN THE RETURN DUCT. CFM o = J w Q w w = J - Z U U U a- M U m U CLAMPING DEVICE LINEAR SUPPLY Q 29. BALANCING VOLUME DAMPERS SHALL BE INSTALLED IN EACH BRANCH DUCT AND IN EACH MAIN DUCT 0 LINED TRANSFER NO. OF SLOTS - WIDTH o, (TYPICAL) TO ENSURE FOR COMPLETE AIR BALANCING. FURNISH EACH MANUAL VOLUME DAMPER WITH BEARINGS N N N N N N N - i= PLENUM (TYP.) AND AN ADJUSTING DEVICE HAVING A LOCKING MECHANISM. PROVIDE ACCESS PANELS TO VOLUME CFM/FT w W - T � � � r - cD ori r` co CD co (CQ T DAMPERS IF CONCEALED OR INACCESSIBLE THROUGH CEILING OR WALL. WHERE ACCESS PANELS ARE TOTAL LENGTH 0 0 a; o a _ _ _ _ _ _ NOT DESIRED, PROVIDE REMOTE CABLE CONTROL DAMPER ASSEMBLIES. ALL VOLUME DAMPERS a_ 0 0 0 0 0 0 0 LOCATED ABOVE INACCESSIBLE CEILINGS SHALL BE PROVIDED WITH EITHER CEILING ACCESS PANELS OR _ I I REMOTE CABLE CONTROL DAMPER ASSEMBLY WHETHER OR NOT SHOWN ON THE DRAWINGS. _ 1- .---,..� I I I I - ' Uj I I I I FRONT VIEW RECTANGULAR LOW LOSS �C� e., �C � o` STUB-OUT FROM DUCT ;a C;;ti.,� N N 0 SUPPLY AIR 1�, ;, z PA/PM: A. CATALDO .j 0 in Q DRAWN BY: - I REGISTER REFERENCE ONLY �-- i NOT APPROVED WITH THIS PERMIT . 1°� w JOB NO.: SNR12-0011-00 co PROVIDE REGISTER WHERE CcC�`-H 14. Q� n INDICATED ON PLANS '�H S G 0 N RELIEF AIR GRILLE CEILING (TYP.) ¢ SHEET SEE FLOOR PLANS Renews: June 30 N FOR SIZE (TYP.) Cn MAIN SUPPLY DUCT O.B.D. z o TYPICAL WALL SIDE VIEW c� mom RELIEF AIR GRILLE SCALE 10 DUCT MOUNTED SI DEWALL REGISTER SCALE 7 GENERAL NOTES 3 LEGEND W LL NONE NONE I I _ CAU I UN : II- I HIS SHEE I IS NOI JOU x42 •• 11 IS A NEDUCEU PHIN PART 1 - GENERAL PART 2 - PRODUCTS 2.06 INSULATION: 3.09 EXPANSION AND CONTRACTION: 3.16 CONNECTIONS: � ♦y1 O 1.01 DESCRIPTION: 2.01 BUILDING EXHAUST FAN: ALL INSULATION SHALL COMPLY WITH THE STATE OF OREGON ENERGY EFFICIENCY A. INSTALL PIPING SUBJECT TO EXPANSION AND CONTRACTION WITH EXPANSION LOOPS A. PHYSICAL CONNECTIONS BETWEEN TWO DISSIMILAR METAL PIPES SHALL BE MADE WITH � ISI GREENHECK MODEL GB OF SIZE AND CAPACITY INDICATED. SPECIALTY CODE. INSTALL PIPE INSULATION AFTER PIPING IS INSTALLED, TESTED AND CONSISTING OF BENDS OR FITTINGS, EXPANSION JOINTS, SWING JOINTS, OR OTHER DIELECTRIC UNIONS. >_ fgN DIVISION I APPLIES TO THIS SECTION. PROVIDE HEATING, VENTILATING AND AIR CONDITIONING A. FAN WHEEL SHALL BE CENTRIFUGAL BACKWARD INCLINED, CONSTRUCTED OF ALUMINUM, APPROVED, AND IS IN CLEAN DRY CONDITION. FIRMLY BUTT INSULATION JOINTS. APPROVED METHODS OR DEVICES. BRANCH LINES FROM MAIN SUBJECT TO EXPANSION AND B. NEW PIPING CONNECTIONS TO EXISTING PIPING SYSTEMS WITHOUT VALVED CONNECTION QW INSULATE A SUPPLY AND RETURN AIR DUCTS CONTRACTION SHALL HAVE INSTALLED A SWING JOINT AT POINT OF CONNECTION WITH THE LOCATIONS SHALL DON WITH HOT TAPS WHEREVER EXISTING :>:� - AS INDICATED, SPECIFIED AND REQUIRED FOR OPTIMAL SYSTEM OPERATION. AND WHEEL SHALL BE STATICALLY AND DYNAMICALLY BALANCED. THE FAN HOUSING A. THERMAL DUCT INSULATION. LATE LL CONCEALED L E BE E W E E ING SYSTEMS CANNOT wo � SHALL BE CONSTRUCTED OF HEAVY GAUGE ALUMINUM WITH A RIGID INTERNAL SUPPORT AND PLENUMS UNLESS OTHERWISE SPECIFIED, WITH J-M MICROLITE FIBERGLASS DUCT MAIN. RISERS WHICH PASS THROUGH ONE OR MORE FLOORS SHALL HAVE SWING JOINTS FEASIBLY BE FULLY DRAINED. HOT TAPS SHALL BE DONE AT NO ADDITIONAL COST TO cu A. WORK IN THIS SECTION SHALL INCLUDE: STRUCTURE AND A BIRDSCREEN. FANS SHALL BEAR THE AMCA RATINGS SEAL FOR AIR INSULATION, FOIL-FACED, 3/4 LB. DENSITY, 1-1/2" THICK. INSULATION SHALL BE INSTALLED AT THEIR BASE. ANCHOR LINES SUBJECT TO EXPANSION SHALL RESIST OWNER. z 0 0� A.1. AIR CONDITIONING FOR ALL AREAS IN SCOPE OF WORK SHOWN ON PLANS AND SOUND PERFORMANCE. WRAPPED ENTIRELY AROUND DUCT WITH JOINTS LAPPED AT LEAST 2" AND SECURED WITH MOVEMENT BY ACCEPTABLE AND APPROVED MEANS. � it COMPLETE WITH ALL AIR CONDITIONING EQUIPMENT, AIR DISTRIBUTION DUCTWORK, B. MOTOR SHALL BE HEAVY DUTY BALL BEARING TYPE. DRIVE FRAME ASSEMBLY SHALL 16 GAUGE GALVANIZED WIRE ON 12" CENTERS.INSULATION SHALL COVER ALL SURFACES 3.17 OPERATION: m U .v PIPING AND CONTROLS. CONSTRUCTED OF HEAVY GAUGE STEEL. MOTORS AND DRIVES SHALL BE MOUNTED ON z l- INCLUDING STANDING SEAMS. 3.10 SYSTEM BALANCING: A. MECHANICAL SYSTEM SHALL OPERATE QUIETLY AND WITHOUT VIBRATION OR NOISE AND w W A.2. EXHAUST VENTILATION FOR COMPUTER ROOM AND ALL OTHER AREAS WHERE VIBRATION ISOLATORS, OUT OF THE AIR STREAM AND READILY ACCESSIBLE FOR B. EXPOSED COLD AND HOT SUPPLY AND RETURN AIR DUCTS IN UNCONDITIONED SPACES: A. SUBMITTED BALANCING DATA SHALL SHOW AIR FLOW AT EACH OUTLET, OUTSIDE AIR, 04 INDICATED ON THE DRAWINGS. MAINTENANCE. MOTOR SHEAVES SHALL BE ADJUSTABLE AND V-BELT DRIVES SIZED TOA SHALL BE REGULATED OR ADJUSTED TO ARCHITECT'S SATISFACTION. 0 B. RELATED WORK IN THIS SECTION SHALL INCLUDE: MINIMUM OF 150% OF DRIVEN HORSEPOWER. SHALL BE LINED WITH J-M LINACOUSTIC, THERMAL RESISTNACE OF R-8, 1-1/2 LB. RETURN AIR, TOTAL SUPPLY AIR, FAN RPM, FAN PRESSURES, WATER QUANTITIES AND o E B.1. FURNISHING ELECTRICAL DEVICES NECESSARY FOR MECHANICAL WORK WITH THE C. FAN SHAFTS SHALL BE MOUNTED IN PERMANENTLY SEALED, LUBRICATED PILLOW BLOCK DENSITY COATED FIBERGLASS DUCT LINER IN ACCORDANCE WITH NFPA 90-A TEMPERATURES AND ANY OTHER DATA DEEMED NECESSARY TO SHOW THAT PROPER w O 3.18 TESTING AND ADJUSTING: w U HAVE BEEN MADE IF THE OPINION OF ARCHITECT TH AI BALANCE TEST = REQUIREMENTS. THE CUT LINER SHALL NOT HAVE AN AIR FRICTION CORRECTION FACTOR ADJUSTMENTSNE RB. PERFORM TESTING AND ADJUSTING PROCEDURES IN ACCORDANCE WITH INDUSTRY BEST � EXCEPTION OF DISCONNECTS UNLESS OTHERWISE INDICATED ON THE DRAWINGS. BALL BEARINGS, WITH A MINIMUM LIFE IN EXCESS OF 100,000 HOURS AT MAXIMUM OF 150 RESULTS ARE DEEMED UNACCEPTABLE AND THE CONTRACTOR DOES NOT SATISFY SYSTEM i B.2. LINE AND LOW VOLTAGE WIRING AND CONDUIT FOR LINE AND LOW VOLTAGE % OF DRIVEN HORSEPOWER. GREATER THAN 1.1 AT A VELOCITY OF 3000 FPM. INSULATION SHALL BE APPLIED TO THE PRACTICES AND APPLICABLE STANDARDS ON EACH SYSTEM AS DETERMINED BY THE o O WIRING FOR MECHANICAL CONTROLS INCLUDING FINAL CONNECTIONS AS D. PROVIDE FAN INLET OUTLET STRAIGHT LENGTH OF DUCTWORK EQUAL TO 3 TO 4 TIMES % INSIDE OF DUCTS WITH AN APPROVED FIRE RETARDANT ADHESIVE TO PROVIDE 100 BALANCING REQUIREMENTS, AN INDEPENDENT BALANCING COMPANY WILL BE RETAINED TO r �c BUILDING OFFICIAL. INLET/OUTLET AND A SMOOTH SURFACE. IN DUCTS WITH ONE SIDE GREATER THAN 12", BALANCE ALL SYSTEMS. ALL ADDITIONAL COSTS FOR THIS SERVICE SHALL BE THE 0 I INDICATED ON WIRING DIAGRAMS. THE FAN DIAMETER OR AS RECOMMENDED BY MANUFACTURER WHICHEVER IS MORE RESPONSIBILITY OF THE CONTRACTOR. C. AFTER COMPLETION VI TESTING, ADJUSTING AND BALANCING, PROVIDE I FINAL TESTING o w .� B.3. RESPONSIBILITY FOR OBTAINING CLARIFICATION FROM ARCHITECT OWNER'S STRINGENT. SECURE INSULATION WITH MECHANICAL FASTENERS IN ADDITION TO ADHESIVE, SPACED AT o' SIGNED BY THE INDIVIDUAL RESPONSIBLE FOR PERFORMING THESE SERVICES. u� / B. TESTS SHALL BE WITNESSED BY OWNER'S REPRESENTATIVE AND SUBMITTAL DATA SIGNED m 14 CENTERS IN BOTH DIRECTIONS. D. PROVIDE THE BUILDING OWNER OR REPRESENTATIVE WITH DETAILED OPERATING AND REPRESENTATIVE OF ANY DISCREPANCIES THAT EXIST BETWEEN MECHANICAL m p MECHANICAL FASTENERS SHALL BE FLUSH WITH THE LINER SURFACE AND SHALL BEGIN BY OWNER'S REPRESENTATIVE PRIOR TO FINAL INSPECTION. MAINTENANCE INSTRUCTIONS AND COPIES OF GUARANTEES WARRANTIES FOR EACH AND ELECTRICAL WORK PRIOR TO PROCEEDING WITH THE WORK. C. AIR BALANCE SUBCONTRACTOR SHALL VERIFY THAT VOLUME DAMPERS HAVE BEEN / O vm B.4. RESPONSIBILITY FOR CORRECT AND PROPER OPERATION OF AUTOMATIC 4 2.02 DIFFUSERS. REGISTERS AND GRILLES: WITHIN 2' OF THE LEADING EDGE OF EACH SECTION AND WITHIN 3" OF THE LEADING EDGE SYSTEM. 0 & M INSTRUCTIONS. J r_ PROVIDE AIR DISTRIBUTION EQUIPMENT OF THE INDICATED SIZES AND CAPACITIES. OF ALL CROSS JOINTS WITHIN THE DUCT SECTION. ALL EXPOSED EDGES AND THE LEADING INSTALLED FOR ADEQUATE AIR BALANCING AND THAT AIR LOSS IN DUCTWORK IS NON E. INCLUDE A COPY OF ALL INSPECTION VERIFICATIONS AND REPORTS REQUIRED BY THE a !< PNEUMATIC/ELECTRIC CONTROLS AND ASSOCIATED MECHANICAL EQUIPMENT AND A. COLORS: PROVIDE AND INSTALL AIR DISTRIBUTION EQUIPMENT WITH FACTORY FINISHED EDGE OF ALL CROSS JOINTS OF THE LINER SHALL BE HEAVILY COATED WITH AN EXISTENT.ALL LEAKS IN DUCT JOINTS SHALL BE REPAIRED BY CONTRACTOR. ENFORCING AGENCY. � co ALL ELECTRIC POWER DRIVEN EQUIPMENT FURNISHED UNDER THIS SECTION. STANDARD WHITE UNLESS NOTED OTHERWISE OR DIRECTED BY ARCHITECT. COLOR TO APPROVED FIRE RESISTANT ADHESIVE. THE DUCT LINER SHALL BE CUT TO ASSURE SNUG D. BALANCING WORK INCLUDED: w O C. RELATED WORK IN OTHER SECTIONS: < J MATCH TILE AS SELECTED. SUBMIT PAINT SAMPLES FOR APPROVAL BY ARCHITECT. CLOSING CORNER JOINTS, THE BLACK SURFACE OF THE LINER SHALL FACE THE AIR D. CONDUCT COMPLETE AND COMPREHENSIVE TESTING AND BALANCING OF ALL Q �E C.1. ALL EXPOSED PIPING, DUCTWORK AND UNFINISHED PORTIONS OF FIXTURES AND SYSTEMS, DISTRIBUTION PIPING, AIR TESTING AND BALANCING OF ALL EXHAUST � EQUIPMENT SHALL BE PAINTED AS OUTLINED AND SPECIFIED IN SECTION 09900. B. SQUARE CEILING DIFFUSERS: PROVIDE TITUS MODEL PMC PERFORATED FACE WITH STREAM, TRANSVERSE JOINTS SHALL BE NEATLY BUTTED AND ALL DAMAGED AREAS SHALL C.2. CONCRETE WORK ASSOCIATED AND INCLUSIVE OF MISCELLANEOUS METAL IN MODULAR BLADE CORES ALLOWING ONE, TWO, THREE AND FOUR WAY THROW PATTERNS, BE HEAVILY COATED WITH AN APPROVED FIRE RESISTANT ADHESIVE. SYSTEMS, AIR HANDLING UNITS, AND AIR DISTRIBUTION EQUIPMENT COMPLETE AS o OF SIZE AND CAPACITY INDICATED. DIFFUSER INSTALLATION SHALL BE ADAPTED TO C. CONTRACTOR'S OPTION: CONCEALED MAIN SUPPLY AIR DUCTS AND PLENUMS MAY BE HEREIN SPECIFIED. bi 0 CONNECTION WITH PITS, TRENCHES AND CATCH BASINS WITH FOUNDATIONS OR CEILING SUSPENSION SYSTEM AND PERFORATED FACE SHALL BE HINGED AND REMOVABLE. LINED IN LIEU OF EXTERNAL WRAPPING WHERE SPECIFIED. D.2. ALL SYSTEM BALANCING SHALL BE CONDUCTED BY INDEPENDENT AGENCY CERTIFIED CONCRETE PADS LOCATED UNDER BOILERS, PUMPS, CHILLERS AND ALL OTHER USE MODULAR FACE SIZE 12"x12" OR 24"x24". D. SOUND DUCT INSULATION: WHERE SHOWN, SOUND INSULATE AIR DUCTS AS SPECIFIED FOR BY AABC. PROOF OF QUALIFICATIONS SHALL BE SUBMITTED TO ARCHITECT FROM oz MECHANICAL EQUIPMENT, FURNISHING TEMPLATES FOR SPACING AND SIZES OF EACH SPECIALTY CONTRACTOR CERTIFIED TO PERFORM SUCH SERVICES. CONCRETE PADS AND ANCHOR BOLTS UNDER THIS SECTION. B.1. SUPPLY AIR SHALL ENTER INTO CONDITIONED SPACE IN SUCH A MANNER THAT EXPOSED COLD SUPPLY AIR DUCTS AND RETURN AIR DUCTS. D.3. ALL BALANCING SHALL BE w � M COMPLETED TO THE SATISFACTION OTHE CFF _ CONDITIONED AIR AND ROOM AIR IS IMMEDIATELY AND EVENLY MIXED, RESULTING IN E. ALL DUCT INSULATION SHALL HAVE A MINIMUM THERMAL RESISTANCE OF 4.2 EXCLUSIVE � C.3. MISCELLANEOUS EQUIPMENT PROVIDED BY OWNER OR UNDER OTHER SECTIONS ARCHITECT. SHOULD THE CONTRACTOR REFUSE OR NEGLECT TO BALANCE THE a) `r' WITH THE EXCEPTION OF EXHAUST AND VENTILATION CONNECTIONS FOR THE EQUALIZATION OF TEMPERATURE WITHOUT CAUSING ANY AIR DISTRIBUTION DRAFTS OF FILM RESISTANCE AND FULLY COMPLY WITH 2010 OREGON MECHANICAL SPECIALTY rn EQUIPMENT SHALL BE MADE UNDER THIS SECTION. THROUGHOUT ZONES OF OCCUPANCY WITH TEMPERATURE DIFFERENTIALS UP TO 25 CODE. SYSTEM TO THE ARCHITECT'S SATISFACTION, SUCH BALANCING SHALL BE PERFORMED (A cz DEGREE F FOR BOTH COOLING AND HEATING. AIR QUANTITIES AND THROWS SHALL F. ALL DUCT INSULATION INSTALLED OUTDOORS OR IN UNCONDITIONED SPACES SHALL BE BY AN INDEPENDENT AGENCY AT THE CONTRACTORS EXPENSE. = d *> C.4. ELECTRICAL WORK AS SPECIFIED WILL BE PROVIDED UNDER DIVISION 16: D.4. THE CONTRACTOR SHALL MAKE DRIVE CHANGES, INSTALL ADDITIONAL DAMPERS, o ° o C.4.A. CONDUIT FOR LINE WIRING FOR EQUIPMENT AND DEVICES AS INDICATED BE AS SPECIFIED ON DRAWINGS. INSULATED TO A MINIMUM THERMAL RESISTANCE OF 8.0. = to � ,2 OR SPECIFIED EXCEPT CONDUIT FOR LINE AND LOW VOLTAGE WIRING B.2. MOVING AIR VELOCITY BELOW 5' LEVEL, DURING COOLING CYCLE, SHALL NOT G. ALL OUTDOOR PIPE INSULATION SHALL HAVE A CORRUGATED ALUMINUM PROTECTIVE VANES, GRILLE BAFFLES, OR OTHER ITEMS, AS MAY BE REQUIRED ON THE JOB, TO 0 r ° o FOR MECHANICAL EQUIPMENT CONTROLS AS SPECIFIED UNDER DIVISION EXCEED LIMITS OF EITHER 50 FPM AT 1.5 DEGREE F BELOW MEAN ROOM WEATHER COVERING. ACHIEVE THE OBJECTIVE OF BALANCING BALANCING THE SYSTEM TO THE m °a' a) 0 ri rn rn 15. TEMPERATURE OR 70 FPM AT 1 DEGREE F BELOW MEAN ROOM TEMPERATURE. H. CLEAN ROOM AND OTHER SENSITIVE AREAS THAT HAVE INTERNALLY LINED DUCTWORK ARCHITECT'S SATISFACTION. m � •v o ' C.4.B. LINE WIRING FOR EQUIPMENT AND DEVICES AS INDICATED OR SPECIFIED DURING HEATING CYCLE, MOVING AIR VELOCITY BELOW 5' LEVEL SHALL NOT BE SHALL BE LINED WITH AEROCEL AC EPDM ELASTOMERIC SHEET INSULATION, IN E. VERIFICATION OF CONDITIONS: PRIOR TO CONDUCTING ANY TESTING AND BALANCING, J ° Z o � �`! N HEREIN EXCEPT LINE AND LOW VOLTAGE WIRING FOR MECHANICAL LESS THAN 10 FPM. TEMPERATURE DIFFERENCE AT OR BELOW THE 5' LEVEL SHALL UNCONDITIONED PLENUM SPACE PROVIDE 1 THICK WITH R-VALUE OF R4.6 OR FOR INSPECT CORRECTION ALL DEENT DFECTSENIALS AND WORKMANSHRPNGE ANDWITH OR MAOTERRALTTOHATOCOUADTISFACTORY = Ui ° rn EQUIPMENT CONTROLS AS SPECIFIED UNDER DIVISION 15. NOT EXCEED THE FOLLOWING: 2 DEGREE F BELOW MEAN ROOM TEMPERATURE AT OUTDOOR INSTALLATIONS PROVIDE 2 THICK WITH MINIMUM R-VALUE OF R8.0. / cn � ¢, • � 1 N m a. w all C.4.C. PROVIDING DISCONNECT SWITCHES. 50 FPM, 1 DEGREE F BELOW MEAN ROOM TEMPERATURE AT 70 FPM. SOUND I. EXPOSED SUPPLY AND RETURN DUCTWORK IN CONDITIONED SPACES IS NOT REQUIRED TO DISAFFECT THE WORK SPECIFIED HEREIN. C.4.D. FURNISHING AND INSTALLING ELECTRICAL DEVICES SUCH AS STARTERS PRESSURE LEVEL IN ALL OCTAVE BANDS FOR EACH DIFFUSER SHALL NOT EXCEED BE THERMALLY INSULATED. PROVIDE ACOUSTICAL LINER ONLY WHERE NOTED ON PLANS. F. PROTECTION: AS SPECIFIED HEREINBEFORE. z AND DISCONNECTS, WHERE INDICATED. NC 30 NOISE CRITERIA CURVE AT TASK LEVEL WHEN DIFFUSERS OPERATE AT J. PROVIDE DOUBLE WALL INSULATED DUCTWORK OR EXTERNALLY INSULATED & IF OUTDOORS, G. AGENCY: BALANCING OF ALL SYSTEMS SHALL BE SUPERVISED BY AN INDEPENDENT Q C.5. VIBRATION ISOLATION EQUIPMENT AND SEISMIC RESTRAINTS SHALL BE PROVIDED SPECIFIED CAPACITIES. WEATHERPROOFED, DUCTWORK DOWNSTREAM OF HIGH EFFICIENCY FINAL FILTER BANKS. NO AGENCY WHICH SPECIALIZES IN BALANCING AND TESTING OF MECHANICAL SYSTEMS, w FOR ALL MECHANICAL EQUIPMENT AND PIPING. ALL FLOOR AND ROOF MOUNTED C. RETURN AND RELIEF AIR GRILLES: TITUS MODEL PAR WITH A HINGED AND REMOVABLE INTERNAL LINING DOWNSTREAM OF FINAL FILTERS WILL BE ALLOWED. HEREINAFTER REFERRED TO AS THE AGENCY. cn0 EQUIPMENT AND SUSPENDED EQUIPMENT SHALL HAVE SEISMIC RESTRAINTS PERFORATED FACE TO MATCH CEILING DIFFUSERS. H. SYSTEM OPERATION: CONTRACTOR SHALL PUT ALL COMPONENTS OF SYSTEMS IN FULL o U CAPABLE OF WITHSTANDING A HORIZONTAL FORCE AND VERTICAL FORCE BASED D. SUPPLY AND EXHAUST WALL REGISTERS: TITUS MODEL 30OR AND 35OR WITH TWO OPERATION AND SHALL CONTINUE THE OPERATION OF SAME DURING EACH WORKING DAY >_ z O ON THE 2010 OREGON MECHANICAL SPECIALTY CODE. ALL DUCTWORK AND ROWS OF DEFLECTION BLADES AND OPPOSED BLADE VOLUME DAMPERS ADJUSTABLE THRU OF TESTING AND BALANCING. Q PIPING SHALL HAVE SEISMIC RESTRAINTS WHICH COMPLY WITH SMACNA AND THE FACE OF THE REGISTER. 2.07 TEMPERATURE CONTROL' I. SUBMITTALS: WITHIN 90 DAYS AFTER THE START OF CONSTRUCTION CONTRACTOR SHALL n- [r w SUBMIT A COMPLETE TESTING AND BALANCING PROCEDURE DETAILING ALL TEST EQUIPMENT I. ZD w 1.02 QUALITY ASSURANCE 2010 OEGON MECHANICAL SPECIALTY CODE.. A. FURNISH EQUIPMENT AND SERVICES NECESSARY FOR PROPER INSTALLATION OF A , C) z pap ��. THAT WILL BE USED, TESTING PROCEDURES, TEST DATA SHEETS, SYSTEMS SCHEMATICS, _ A. CODES AND STANDARDS: IN ADDITION TO THE REQUIREMENTS OF ALL GOVERNING CODES, COMPLETE AUTOMATIC TEMPERATURE CONTROL SYSTEM AS SPECIFIED. SUBMIT CONTROL N N AND POINT OF TESTING. m DIAGRAM, SHOP DRAWINGS OF PROPOSED EQUIPMENT AND A SEQUENCE OF OPERATION o z cp LOCAL ORDINANCES AND AGENCIES, COMPLIANCE TO THE REQUIREMENTS OF THE 2.03 DUCTS AND SHEET METAL WORK: 1.1.TEST DATA:SUBMIT 8 COPIES OF TEST DATA TO ARCHITECT UPON COMPLETION OF D - 2, Z N � � N -z WITHIN 35 DAYS AFTER AWARD OF CONTRACT. CONTRACTOR SHALL PROVIDE ANY SERVICE (D FOLLOWING CODES AND STANDARDS: A. PROVIDE AND INSTALL DUCTS, PLENUMS, ACCESS DOORS, FRESH AIR INTAKES, AND WORK UNDER THIS SECTION. w d 0) M Cq Lo IA p O A.1. OREGON BUILDING CODE 2010 EDITION. EXHAUST AIR OUTLETS AS INDICATED AND REQUIRED. ALL DUCTWORK SHALL BE REQUIRED FOR PROPER OPERATION FOR ONE YEAR AFTER COMPLETION AND ACCEPTANCE 1.2. CERTIFICATE: AGENCY SHALL PROVIDE CERTIFICATION IN WRITING THAT SYSTEM HAS � w Z 0 Q A.2. OREGON MECHANICAL SPECIALTY CODE 2010 EDITION CONSTRUCTED, ERECTED AND TESTED TO COMPLY WITH THE MOST RESTRICTIVE OF LOCAL OF ENTIRE WORK. 2. BEEN ADJUSTED AND BALANCED AND DESIGN CONDITIONS HAVE BEEN ACHIEVED z 0 i - 0 U N N N � B. SUBCONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS OF ALL AUTOMATIC ELECTRIC o [r U rn rn r . A.3. OREGON ENERGY EFFICIENCY SPECIALTY CODE 2010 EDITION. CODES AND REGULATIONS, IN ADDITION DUCTWORK SHALL COMPLY WITH PROCEDURES CONTROL EQUIPMENT INSTALLED. IN ALL AREAS OF BUILDING o w ZD .., ,0) 0) - lq , ' A.4. HEALTH AND SAFETY CODE, STATE OF OREGON. DETAILED IN THE ASHRAE HANDBOOK OF FUNDAMENTALS OR THE APPLICABLE J. INSTRUMENTS: INSTRUMENTS USED BY CONTRACTOR SHALL BE ACCURATELY CALIBRATED w I- U') O Z m 0)4� > A.5. NATIONAL BOARD OF FIRE UNDERWRITER'S PUBLICATIONS: STANDARDS ADOPTED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS AND MAINTAINED IN GOOD OPERATIONAL ORDER. INSTRUMENTS SHALL BE CERTIFIED BY � UO p h > = m A.5.A. PAMPHLET 70: NATIONAL ELECTRICAL CODE. NATIONAL ASSOCIATION. DUCTWORK SHALL BE CONSTRUCTED OF GALVANIZED STEEL AND THE MANUFACTURER, OR AN APPROVED TEST LABORATORY WITHIN ONE YEAR OF THE > LL U �- a o. � (L A.5.B. PAMPHLET 90A: AIR CONDITIONING SYSTEMS. PREFABRICATED SPIRAL LOCKSEAM DUCTS AND FITTINGS. 2.24 EQUAL MATERIALS AND SUBSTITUTIONS: TESTING DATE; SUBMIT THIS CERTIFICATE TO ARCHITECT. TEST INSTRUMENTS PROVIDED BY A.6. SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION B. CEILING DIFFUSERS SHALL HAVE FINAL CONNECTION MADE WITH FLEXIBLE GLASS FIBER A. IN ADDITION TO MANUFACTURERS SPECIFIED, THE FOLLOWING SHALL ALSO BE CONSIDERED CONTRACTOR FOR DELIVERY TO OWNER MAY BE USED TO PERFORM PART OF THE SYSTEM m I III (SMACNA) STANDARDS. DUCT, (CASCO SILENT FLEX-11). FLEXIBLE DUCT CONNECTION TO ROUND DUCTS SHALL BE EQUAL, PROVIDING CORRESPONDING MODELS TO MEET SPECIFIED REQUIREMENTS. EQUIVALENT BALANCING. J SUBSTITUTED EQUIPMENT NAMED HEREIN SHALL BE SUBMITTED TO ARCHITECT FOR K. AIR DISTRIBUTION TESTING AND BALANCING: a B. GUARANTEES: IN ADDITION TO EQUIPMENT WARRANTIES, PROVIDE A WRITTEN GUARANTEE MADE WITH 1/2" WIDE POSITIVE LOCKING STEEL STRAPS. FLEX DUCT BENDS SHALL BE APPROVAL. SUBMIT ALTERNATE SELECTION AT TIME OF BID LISTING MAJOR K. MAKE PITOT TUBE TRANSVERSE OF MAIN SUPPLY DUCTS AND OBTAIN DESIGN CFM FORM REQUIRED UNDER DIVISION 1 AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP MADE WITH NOT LESS THAN ONE DUCT DIAMETER CETERLINE RADIUS. FLEX DUCTS SHALL EQUIPMENT.WHERE SUCH SUBSTITUTIONS ALTER THE DESIGN OR SPACE REQUIREMENTS AT FANS AT SIMULATED FULL LOAD CONDITIONS. n FOR ONE YEAR. GUARANTEE SHALL BE INCLUSIVE OF REPAIR OF DAMAGE TO OR NOT BE COMPRESSED. z REPLACEMENT OF ANY PORTION OF EQUIPMENT OR PREMISES CAUSED BY LEAKS OR C. ALL BRANCH DUCT CONNECTIONS TO ALL MAIN DUCTS SHALL BE MADE WITH LOW INDICATED ON THE PLANS, THE CONTRACTOR SHALL INCLUDE ALL ITEMS OF COST FOR K.2. TEST AND ADJUST SYSTEM FOR DESIGN RETURN AND EXHAUST AIR CFM. a BREAKS IN PIPE OR EQUIPMENT PROVIDED UNDER THIS SECTION. LOSS FITTINGS. BUTT TAPS AND STRAIGHT TEES ARE NOT ALLOWED. 45 DEGREE ENTRY THE REVISED DESIGN AND CONSTRUCTION INCLUDING COST OF ALL ALLIED TRADES K.3. TEST AND ADJUST SYSTEM FOR OUTSIDE AIR DESIGN CFM. cn BRANCH SHALL ONLY BE USED WHERE AIRFLOW IN BRANCH IS LESS THAN 25% OF TOTAL INVOLVED. K.4. ADJUST ALL MAIN SUPPLY AND RETURN AIR DUCT TO PROPER DESIGN CFM. o 1.03 SUBMITTALS' AIRFLOW IN MAIN DUCT, MORE THAN 25% SHALL USE DIVIDED FLOW BRANCH PER SMACNA ITEM MANUFACTURER K.5. ADJUST ALL ZONES TO PROPER STATIC PRESSURE, DESIGN MINIMUM AND z MAXIMUM CFM AND AIR TEMPERATURE. w REFER TO DIVISION 1 FOR PROCEDURES. FIG. 2-5 TYPE 1 OR 4A. AIR FILTERS CAMBRIDGE, AAF :�E A. SHOP DRAWINGS D. ALL FLAT DUCT SURFACES SHALL BE DIAGONALLY CRIMPED REGARDLESS OF SIZE. INSULATION OWENS CORNING, KNAUF K.6. TEST AND ADJUST EACH DIFFUSER, GRILLE AND REGISTER TO WITHIN +/- 10% OF o A.I. SHOW ALL DETAILS OF ALL DUCTWORK, DUCT SUPPORTS, PIPING SUPPORTS, LONGITUDINAL JOINTS IN ALL DUCT SIZES MAY BE FLAT-LOCK JOINTS. TRANSVERSE JOINTS EXHAUST FANS COOK, CARNES, ACME SPECIFIED DESIGN REQUIREMENT. o MECHANICAL EQUIPMENT PADS AND SUPPORTS AND ANY RELEVANT ELECTRICAL AND INTERMEDIATE BRACING SHALL BE CONSTRUCTED OF GALVANIZED SHEET METAL OR K.7. EACH GRILLE, DIFFUSERS, AND REGISTER SHALL BE IDENTIFIED AS TO LOCATION Q WIRING OR CONTROL WIRING DIAGRAMS. GALVANIZED STRUCTURAL ANGLES IN COMPLIANCE WITH REQUIREMENTS OF THE ASHRAE AND AREA. N Q B. PRODUCT DATA: GUIDE AND LOCAL AUTHORITIES HAVING JURISDICTION. PART 3 - EXECUTION K.8. SIZE, TYPE AND MANUFACTURER OF DIFFUSERS, GRILLES, REGISTERS AND ALL B.1. WITHIN 35 DAYS AFTER AWARD OF CONTRACT AND PRIOR TO DELIVERY TO THE E. TRANSVERSE JOINTS ON SUPPLY DUCTS SHALL BE SEALED WITH MASTIC OR TAPE. 3.01 SURFACE CONDITIONS: TESTING EQUIPMENT SHALL BE IDENTIFIED AND LISTED. MANUFACTURER'S RATINGS ON w JOB SITE OF ANY MATERIALS OF THIS SECTION, CONTRACTOR SHALL SUBMIT SEVEN F. LOW PRESSURE SUPPLY DUCTS WITH INTERNAL STATIC PRESSURE IN EXCESS OF 0.75" OF A. INSPECTION: ALL EQUIPMENT SHALL BE USED TO MAKE REQUIRED CALCULATIONS. o J COMPLETE BROCHURES OF ALL MATERIALS AND EQUIPMENT, IN CONJUNCTION WITH WATER PRESSURE SHALL HAVE LONGITUDINAL JOINTS SEALED WITH MASTIC OR TAPE. A.1. BEFORE COMMENCING WORK REQUIRED BY THIS SECTION, THE WORK OF OTHER K.9. READINGS AND TESTS OF DIFFUSERS, GRILLES AND REGISTERS SHALL INCLUDE THE w M ALL SHOP DRAWING SUBMITTALS PER DIVISION 1 OF THESE SPECIFICATIONS. G. LOCK JOINTS SHALL BE HAMMERED TO ENSURE THEY ARE AIRTIGHT. INSIDE OF DUCT TRADES SHALL BE INSPECTED AND VERIFIED SUCH THAT WORK HAS BEEN PROPERLY REQUIRED FPM VELOCITY AND TEST RESULT VELOCITY AFTER ADJUSTMENT, REQUIRED = W B.2. PRODUCT DATA SHALL INCLUDE ALL AIR CONDITIONING EQUIPMENT, HANGERS, SHALL PRESENT A SMOOTH SURFACE TO FLOW OF AIR. COMPLETED AND INSTALLED TO FACILITATE FOR PROPER INSTALLATION OF ALL CFM, AND TEST RESULT CFM AFTER ADJUSTMENT. o FANS, DUCTWORK CONSTRUCTION ELECTRICAL WIRING AND CONTROL WIRING H. CHANGES IN SIZE OF DUCTS SHALL INCREASE GRADUALLY WITH A SLOPE OF NOT MORE MATERIALS AND METHODS REQUIRED OF THIS SECTION. K.10. IN COOPERATION WITH THE CONTROL MANUFACTURER'S REPRESENTATIVE, SETTINGS C) W Z DIAGRAMS AND OTHER ASSOCIATED STANDARD ITEMS AS REQUIRED TO THAN 1:5 RATIO WHERE POSSIBLE, BUT NO GREATER THAN 1:3 RATIO IN ANY EVENT. A.2. ALL HEATING, VENTILATION AND AIR CONDITIONING SHALL BE INSTALLED TO COMPLY SHALL BE ADJUSTED OF AUTOMATICALLY OPERATED CONTROLS TO OPERATE AS m 4p COMPLEMENT SHOP DRAWINGS. I. ALL TURNS SHALL BE CONSTRUCTED WITH A THROAT RADIUS OF NOT LESS THAN THE WITH THE REQUIREMENTS OF ALL LOCAL GOVERNING AUTHORITIES, THE ORIGINAL SPECIFIED, INDICATED AND/OR NOTED. w 0 0 0 B.3. MANUFACTURERS AND SUPPLIERS OF EQUIPMENT SHALL PROVIDE ALL NECESSARY DUCT WIDTH. RECTANGULAR RADIUS ELBOWS SHALL HAVE MULTIPLE SPLITTER VANES. THE DESIGN, MANUFACTURERS INSTALLATION INSTRUCTIONS AND THE REFERENCED K.11. ALL DIFFUSERS, REGISTERS AND GRILLES AND ALL EQUIPMENT SHALL BE Y DATA TO COMPLY WITH THE STATE OF OREGON BUILDING ENERGY EFFICIENCY ONLY EXCEPTION IS WHERE SPACE CONSTRAINTS REQUIRE A MITERED ELBOW. ALL MITERED STANDARDS. ADJUSTED TO MAINTAIN THE DESIGN CONDITIONS AT DESIGN LOADS. � W STANDARDS. COMPLIANCE CERTIFICATION FOR ALL EQUIPMENT SHALL BE INCLUDED ELBOWS SHALL HAVE VANES WITH MINIMUM 4.5" RADIUS. B. DISCREPANCIES: L. COORDINATE TESTS WITH THE MANUFACTURER OF EACH PIECE OF MECH EQUIPMENT. w U IN EQUIPMENT SUBMITTALS. FAN CURVES SHALL BE AMCA CERTIFIED TO MATCH J. HORIZONTAL DUCTWORK SHALL BE STRONGLY SUPPORTED WITH GALVANIZED HANGERS TO B.1. IN THE EVENT OF DISCREPANCY, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY. M. WITNESS: NOTIFY ARCHITECT IN WRITING TWO WEEKS PRIOR TO TESTING AND BALANCING a THE PROPOSED INSTALLATION. COMPLY WITH THE REQUIREMENTS OF THE ASHRAE, SMACNA GUIDELINES AND LOCAL B.2. DO NOT PROCEED WITH INSTALLATION IN AREAS OF DISCREPANCY UNTIL ALL SUCH OF ALL MAJOR EQUIPMENT IN ORDER TO ARRANGE THAT ARCHITECT'S REPRESENTATIVES c=n O C. RECORD DRAWINGS: PROJECT RECORD DRAWINGS SHALL BE MAINTAIN THRU OUT THE AUTHORITIES HAVING JURISDICTION. FLEXIBLE DUCTWORK SHALL BE SUPPORTED WITH A 4" DISCREPANCIES HAVE BEEN FULLY RESOLVED BY THE ARCHITECT OR ENGINEER. TO WITNESS THE TESTS. cn PROGRESS OF THE WORK AND SUBMITTED TO THE ARCHITECT IN COMPLIANCE WITH THE WIDE SHEET METAL SUPPORT STRAP TO PREVENT PINCHING OF DUCTWORK AND SPACED 3.02 EQUIPMENT IDENTIFICATION: zo ABOVE SECTION. AS PER ASHRAE, SMACNA GUIDELINES AND LOCAL AUTHORITIES HAVING JURISDICTION. A. ALL MAJOR EQUIPMENT SHALL DISPLAY FIRMLY ATTACHED METAL NAMEPLATES WHICH z: v D. OPERATING MANUALS AND MAINTENANCE MANUALS: K. PLENUMS SHALL BE CONSTRUCTED OF 18 GAUGE GALVANIZED SHEET STEEL. PLENUM STATE NAME OF MANUFACTURER, MODEL NUMBER AND ELECTRICAL DATA. AN ADDITIONAL 3.11 AIR DISTRIBUTION EQUIPMENT LOCATIONS: L I Q D.1. SUBMIT THREE COPIES OF ALL OPERATING INSTRUCTIONS AND MAINTENANCE HORIZONTAL REINFORCING SHALL BE MAXIMUM OF 48 INCH CENTERS BY 1-1/2" x 1-1/4" PERMANENT LABEL SHALL BE ATTACHED TO EACH PIECE OF EQUIPMENT WHICH WILL A. AIR DISTRIBUTION EQUIPMENT FINAL LOCATIONS TO BE COORDINATED WITH ARCH DWGS. o I UI MANUALS IN ACCORDANCE WITH DIVISION 1. x 1-1/8" GALVANIZED ANGLES AND REINFORCED VERTICALLY BY 1-1/2" STANDING SEAMS. CLEARLY INDICATE UNIT NUMBER AND AREA OR SPACE SERVED. LABEL SHALL BE METAL B. WHERE DIFFUSERS, REGISTERS AND GRILLES CANNOT BE INSTALLED TO AVOID SEEING . _ D.2. FULLY INSTRUCT OWNER'S OPERATING PERSONNEL AND DEMONSTRATE ALL / / INSIDE THE DUCT, PAINT THE INSIDE OF THE DUCT WITH FLAT BLACK PAINT TO REDUCE w V) (- ASPECTS OF EQUIPMENT PERFORMANCE, OPERATION AND MAINTENANCE. AMOUNT L. PLENUM ACCESS DOORS 24 x 54" MINIMUM SIZE SHALL BE GALVANIZED SHEET STEEL OR LAMINATED PLASTIC WITH DATA ENGRAVED OR STAMPED AND SHALL BE � AND FRAMES SECURELY REINFORCED TO PREVENT BREATHING. DOOR SHALL BE OF SAME PERMANENTLY ATTACHED ON EQUIPMENT. LETTERS SHALL BE MINIMUM 1/4" HIGH. VISIBILITY. OF TIME ALLOCATED FOR SAID INSTRUCTION AND DEMONSTRATIONS OF EQUIPMENT � Ir- AND SYSTEMS SHALL BE INCORPORATED IN THESE OBLIGATIONS. SUBMIT A GAUGE AS THE DUCT OR CASING AND SHALL HAVE 1" INSULATION WITH GALVANIZED LETTER TO ARCHITECT SIGNED BY OWNER'S REPRESENTATIVE WHO WILL OPERATE SHEET STEEL ON EITHER SIDE. ACCESS DOORS SHALL BE HUNG ON 5" TEE HINGES AND 3.03 SAFETY PROVISIONS: 3.12 TURNING VANES: � m SYSTEMS STATING THAT HE HAS BEEN FULLY INSTRUCTED BY CONTRACTOR WITH ONE OR MORE CATCHES WHICH SHALL BE OPERABLE FROM BOTH SIDES AND SIMILAR A. EQUIPMENT AND PIPING WITH TEMPERATURES ABOVE 140 DEGREE F OR BELOW 25 DEGREE F, A. TURNING VANES SHALL BE INSTALLED IN ALL RIGHT ANGLE SHARP TURNS IN DUCTS. 0 O CONCERNING OPERATION AND MAINTENANCE OF EQUIPMENT AND SYSTEM. TO VENTFABRIS, INC. 260 VENTLOCK LATCH. DOORS SHALL BE HUNG TO OPEN AGAINST LOCATED IN A POSITION TO INFLICT DANGER TO PERSONNEL OR CREATE A FIRE HAZARD, 9 D.3. SUBMIT ONE ADDITIONAL SET OF APPROVED INSTRUCTIONS AND ONE ADDITIONAL PRESSURE AND SHALL BE FITTED WITH FELT TO INSURE AIR TIGHTNESS. SHALL BE PROPERLY GUARDED OR COVERED WITH INSULATION OF TYPE SPECIFIED. BOLTS, 3.13 SOUND INSULATION: : SET OF APPROVED CONTROL DIAGRAM SUITABLY FRAMED BEHIND GLASS FOR M. FLEXIBLE CONNECTIONS FOR DUCTWORK TO FANS AND AIR HANDLERS SHALL BE 16 OZ. GEARS, CHAINS, PULLEYS, COUPLINGS, PROJECTING SET SCREWS, KEYS AND OTHER ROTATING A. WHERE INDICATED, SPECIFIED DUCT DIMENSIONS ARE NET CLEAR DIMENSIONS, I.E., CLEAR w T_ MOUNTING AS INSTRUCTED. AIRTIGHT "VENTGLAS" NONCOMBUSTIBLE FABRIC WITH A COATING OF FIRE RETARDANT OR RECIPROCATING PARTS SHALL BE COVERED OR PROPERLY GUARDED.PROVIDE GUARD DIMENSIONS, AFTER SOUND INSULATION HAS BEEN INSTALLED. Q NEOPRENE ON OUTSIDE. FLEXIBLE CONNECTION SHALL BE ATTACHED TO DUCTWORK BY RAILS, ETC., TO ENSURE SAFE OPERATION AND MAINTENANCE OF EQUIPMENT. �3_1 LOCK SEAM AND SHALL BE NO LONGER THAN 6". PROVIDE AT ALL DUCT CONNECTIONS TO 1.04 PRODUCT HANDLING: 3.14 FIRE DAMPERS FIRE/SMOKE DAMPERS AND SMOKE DETECTORS: A. PROTECTION: ALL NECESSARY PRECAUTIONS SHALL BE TAKEN TO PROTECT THE MATERIALS VIBRATING MECHANICAL EQUIPMENT. FOR CONNECTIONS EXPOSED TO SUN AND WEATHER 3.04 INITIAL LUBRICATION: 3:A. FIRE DAMPERS IN SUPPLY AIR DUCTS AND RETURN AIR DUCTS SHALL HAVE FUSIBLE LINKS PROVIDE HYPALON COATING IN LIEU OF NEOPRENE. A. PRIOR TO OPERATING ANY MECHANICAL SYSTEMS EQUIPMENT BEARINGS SHALL BE �- OF THIS SECTION BEFORE, DURING, AND AFTER INSTALLATION. LUBRICATED AND BOLTS, PULLEYS, AND OTHER MOVING PARTS CHECKED FOR ALIGNMENT WITH MELTING TEMPERATURE 50 DEGREES F ABOVE MAXIMUM NORMAL OPERATING Lz B. REPLACEMENTS: ANY OCCURRENCE OF DAMAGE, SHALL TRIGGER IMMEDIATE REPAIR OF ALL N. TAPE TRANSVERSE JOINTS ON MAIN COLD SUPPLY AIR DUCTS WITH 4" WIDE 4 OZ. TEMPERATURE. FIRE DAMPERS SHALL BE PROVIDED WITH ADEQUATE ACCESS PANELS BY DAMAGED AND DEFECTIVE WORK TO THE APPROVAL OF THE ARCHITECT AT NO CANVAS SATURATED WITH ARABOL. ADDITIONAL COATS OF ARABOL SHALL BE APPLIED AND TOLERANCES SO AS TO COMPLY WITH MANUFACTURER'S OPERATING INSTRUCTION. CONTRACTOR. WHERE FIRE DAMPERS ARE INSTALLED DIRECTLY BEHIND WALL REGISTERS OR w ADDITIONAL COST TO OWNER. TO ENSURE DUCTWORK IS COMPLETELY AIRTIGHT. PIPING AND LIQUID SYSTEMS WILL BE REQUIRED TO BE FLUSHED OUT AND FILLED WITH GRILLES, THE REGISTER OR GRILLE SHALL BE OVERSIZED TO ALLOW FOR THE FIRE DAMPER O 0. ALL VISIBLE DUCTWORK ABOVE RETURN AIR GRILLES MOUNTED IN A CEILING RETURN AIR OPERATING FLUIDS. AFTER TESTS, VALVES AND OTHER PARTS OF WORK SHALL BE CURTAIN. ¢ • 1.05 JOB CONDITIONS: PLENUM SHALL BE PAINTED MATTE BLACK. ADJUSTED TO ENSURE QUIET OPERATION. STRAINERS SHALL BE CLEANED OUT BY B. PROVIDE DUCT ACCESS DOORS FOR ALL DUCT MOUNTED FIRE DAMPERS, FIRE/SMOKE m REMOVING AND WASHING BASKET OR SCREEN, PRIOR TO START-UP AND COMPRESSORS DAMPERS AND SMOKE DETECTORS. m A. EXAMINATION OF THE SITE: EXAMINE THE SITE PRIOR TO BID AND INCLUDE ALL SHALL HAVE LUBRICATING OIL CHANGED BEFORE START-UP. VIBRATION AND NOISE SHALL a CONDITIONS IN BID PROPOSAL UNDER WHICH WORK IS TO BE PERFORMED. C. SMOKE DETECTORS SHALL BE COMPATIBLE WITH FIRE ALARM SYSTEM. CONTRACTOR w BE SUPPRESSED. 0 2.04 TURNING VANES: PROVIDING DETECTORS SHALL COORDINATE WITH FIRE ALARM CONTRACTOR ON WIRING AND x c„ A. RECTANGULAR DUCT SMOOTH RADIUS ELBOWS USE - MULTIPLE SPLITTER VANES. RELAY REQUIREMENTS. HVAC UNITS THAT REQUIRE GLOBAL SHUTDOWN SHALL BE WIRED `i z 1.06 MISCELLANEOUS: Y0 3.05 CLEANING OF EQUIPMENT. MATERIALS AND PREMISES: ACCORDINGLY AT NO ADDITONAL COST TO THE OWNER. A. PERMITS AND FEES: CONTRACTOR SHALL ARRANGE, APPLY AND PAY FOR ALL NECESSARY B. SQUARE ELBOWS: SQUARE ELBOWS SHALL BE EQUIPPED WITH EITHER SINGLE OR A. REFER TO SECTION "CLEANUP AND DISPOSAL." ALL EQUIPMENT AND MATERIALS SHALL BE o Uj > D. DAMPERS SHALL BE INSTALLED PER MANUFACTURER INSTALLATION INSTRUCTIONS. > PERMITS, INSPECTIONS, EXAMINATIONS, FEES AND CHARGES REQUIRED BY PUBLIC DOUBLE THICKNESS TURNING VANES WITH A RADIUS OF 4.5", AND A SEPARATION OF � w CLEANED THOROUGHLY. LEAVE SURFACES SUITABLE FOR PAINTING, SMOOTH, CLEAN, AND E. SEAL OPENINGS AROUND DUCT PENETRATIONS OF FLOORS AND FIRE RATED PARTITIONS cn af AUTHORITIES HAVING JURISDICTION. 3.25", PRE-ASSEMBLED ON RUNNERS CONSTRUCTED PER SMACNA ACCEPTED INDUSTRY � Y READY FOR PAINTERS. LEAVE ENTIRE PREMISE CLEAN, REMOVING UNUSED MATERIALS, WITH FIRE STOP MATERIAL AS REQUIRED BY NFPA 90A. w cr w B. LOCATIONS AND ACCESSIBILITY: CONTRACTOR SHALL BE COMPLETELY INFORMED PRACTICE FOR INDUSTRIAL DUCT DESIGN. VANES SHALL BE SECURELY ATTACHED TO = Q c) RUBBISH, DEBRIS, GREASE SPOTS AND DIRT LEFT BY SUBCONTRACTORS. REMOVE, CLEAN REGARDING ANY PECULIARITIES AND LIMITATIONS OF SPACES AVAILABLE FOR INSTALLATION THE RUNNERS. VANES SHALL BE WELDED TO THE RUNNERS IN SYSTEMS WITH O Q AND REPLACE PIPELINE STRAINERS AFTER SYSTEMS HAVE BEEN OPERATIONAL FOR A w OF WORK UNDER THIS SECTION. VALVES, MOTOR CONTROLS AND ALL OTHER DEVICES PRESSURES GREATER THAN 6" W.G. OR VELOCITIES GREATER THAN 3000 FPM. THE PERIOD OF 30 CALENDAR DAYS. = REQUIRING SERVICE, MAINTENANCE AND ADJUSTMENT SHALL BE LOCATED IN POSITIONS OF 3.15 DUCTWORK: Q = FULL ACCESS. ACCESS DOORS SHALL BE PROVIDED WHERE NECESSARY IN DUCTWORK OR MAXIMUM UNSUPPORTED LENGTH OF VANES SHALL BE 36". A. DUCTWORK CONNECTED TO LOUVERED OPENINGS SHALL BE TRANSITIONAL TO SIZE OF LLJ z --d CONSTRUCTION WHETHER SPECIALLY DETAILED OR NOT, AND RENDER ALL SUCH DEVICES 3.06 HANGERS AND SUPPORTS: THESE OPENINGS. o ACCESSIBLE A. INSTALL HORIZONTAL PIPE RUNS FIRMLY IN PLACE USING APPROVED STEEL AND IRON B. OUTDOOR DUCTWORK SHALL BE PITCHED OR PROVIDED WITH RAISED SEAMS TO PROVIDE a Z m Lli C. SCAFFOLDING: PROVIDE ALL SCAFFOLDING, RIGGING AND HOISTING AS REQUIRED FOR THE 2.05 DAMPERS AND LOUVERS: HANGERS, SUPPORTS, AND/OR PIPE RESTS, UNLESS OTHERWISE INDICATED. HANGER RODS ADEQUATE DRAINAGE. PROPER EXECUTION OF THE WORK. A. BALANCING VOLUME DAMPERS SHALL BE INSTALLED IN EACH BRANCH DUCT AND IN EACH SHALL BE SUSPENDED FROM CONCRETE INSERTS OR FROM APPROVED BRACKETS, CLAMPS C. ROOF PENETRATIONS BY DUCTWORK SHALL HAVE CURBS AND FLASHING. E_ o D. DRAWINGS: DRAWINGS SHOW DESIRED LOCATION AND ARRANGEMENT OF DUCTWORK, PIPING, MAIN DUCT TO ENSURE FOR COMPLETE AIR BALANCING. FURNISH EACH MANUAL VOLUME OR CLIPS. HANG PIPES INDIVIDUALLY OR IN GROUPS ONLY IF SUPPORTING STRUCTURE IS D. DUCTWORK SHALL BE CLEAR AND FREE OF DUST AND DEBRIS BEFORE AND AFTER m Q EQUIPMENT AND OTHER ITEMS, AND SHOULD BE ADHERED TO AS CLOSE AS POSSIBLE. DAMPER WITH BEARINGS AND AN ADJUSTING DEVICE HAVING A LOCKING MECHANISM. ADEQUATE TO SUPPORT WEIGHT OF PIPING AND FLUID. EXCEPT FOR BURIED PIPING, HANG INSTALLATION ~o U w N CONTRACTOR SHALL ASSUME THE RESPONSIBILITY FOR COORDINATING THE WORK WITH ALL PROVIDE ACCESS PANELS TO VOLUME DAMPERS IF CONCEALED OR INACCESSIBLE PIPE SUPPORT RUNS SO THEY HAVE THE CAPABILITY TO EXPAND OR CONTRACT FREELY E. DUCT ACCESSORIES EXPOSED TO THE AIR STREAM, SUCH AS DAMPERS OF ALL TYPES z I- C-4 OTHER TRADES. WORK SPECIFIED WHICH IS NOT CLEARLY DEFINED BY THE DRAWINGS THROUGH CEILING OR WALL. WITHOUT STRAIN TO PIPE OR EQUIPMENT. (EXCEPT SMOKE DAMPERS) AND ACCESS OPENINGS, SHALL BE OF THE SAME MATERIAL AS � LL o SHALL BE INSTALLED AND ARRANGED TO THE SATISFACTION OF THE ARCHITECT. IF B. BALANCING DAMPERS WHERE NEITHER DUCT DIMENSION EXCEEDS 17" CAN BE SITE B. HORIZONTAL STEEL PIPING: PROVIDE HANGERS OR SUPPORTS SPACED EVERY 10 FEET. THE DUCT OR PROVIDE AT LEAST THE SAME LEVEL OF CORROSION RESISTANCE. _ CHANGES IN INDICATED LOCATIONS AND ARRANGEMENTS ARE DEEMED NECESSARY BY FABRICATED BUTTERFLY TYPE CONSISTING OF A BLADE CONSTRUCTED OF 18 GAUGE PROVIDE HANGERS OR SUPPORTS SPACED EVERY 8' FOR PIPING UNDER 1" IN DIAMETER, F. DRAWINGS SHOW THE GENERAL LAYOUT OF DUCTWORK AND ACCESSORIES BUT DO NOT cn V ARCHITECT, THEY SHALL BE COMPLETED BY CONTRACTOR WITHOUT ADDITIONAL CHARGES GALVANIZED STEEL SECURELY RIVETED OR WELDED AT ITS CENTER AXIS TO A SQUARE UNLESS OTHERWISE SPECIFIED. SHOW ALL REQUIRED FITTINGS AND OFFSETS THAT MAY BE NECESSARY TO CONNECT o PROVIDED THE CHANGE IS ORDERED BEFORE WORK IS INSTALLED AND NO ADDITIONAL OPERATING ROD OR SHALL HAVE AIR BALANCE AC-111 OR AC-112 BUTTERFLY TYPE C. HORIZONTAL COPPER TUBING: PROVIDE HANGERS OR SUPPORTS SPACED EVERY 10' FOR DUCTS TO EQUIPMENT, BOXES, DIFFUSERS, GRILLES, ETC., AND TO COORDINATE WITH OTHER Q MATERIALS ARE REQUIRED. INSTALLED. 2" DIAMETER AND OVER. PROVIDE HANGERS OR SUPPORTS EVERY 6' FOR 1-1/2" TRADES. FABRICATE DUCTWORK BASED ON FIELD MEASUREMENTS. PROVIDE ALL NECESSARY m 0 J a C. BALANCING DAMPERS WHERE EITHER DUCT DIMENSION EXCEEDS 18" SHALL HAVE AIR DIAMETER AND SMALLER. FITTINGS AND OFFSETS AT NO ADDITIONAL COST. COORDINATE WITH OTHER TRADES FOR o J � � BALANCE AB-2, OPPOSED BLADE TYPE INSTALLED. D. VERTICAL PIPING: SHALL BE SUPPORTED AT EVERY FLOOR WITH WROUGHT IRON PIPE SPACE AVAILABLE AND RELATIVE LOCATION OF HVAC EQUIPMENT AND ACCESSORIES ON J Q � m D. CABLE CONTROL VOLUME DAMPER SYSTEMS: WHERE CEILING ACCESS PANELS ARE NOT CLAMPS. CEILING GRID. DUCT SIZES ON THE DRAWINGS ARE INSIDE DIMENSIONS WHICH SHALL BE m cn DESIRED, AND CEILING IS INACCESSIBLE, PROVIDE BOWDEN REMOTE CABLE CONTROLS AS E. BRANCHES: PROVIDE SEPARATE HANGERS OR SUPPORTS FOR BRANCH LINES 6 FEET OR ALTERED BY CONTRACTOR TO OTHER DIMENSIONS WITH THE SAME AIR HANDLING w U J = m MANUFACTURED BY YOUNG REGULATOR COMPANY. PROVIDE ALL NECESSARY HARDWARE MORE IN LENGTH FROM MAIN PIPE RUN. CHARACTERISTICS WHERE NECESSARY TO AVOID INTERFERENCES AND CLEARANCE Q z Y FOR INSTALLATION INCLUDING THE BOWDEN ALUMINUM ANGLE BRACKET AND THE BOWDEN F. FLEXIBLE DUCTWORK SHALL BE SUPPORTED AT EVERY 5'-0" MINIMUM WITH MAXIMUM DIFFICULTIES. � Q � � w w CD CONTROL HUB TO ACCOMMODATE THE CABLE CONTROL SYSTEM MOUNTED ON THE DAMPER. G. FLEXIBLE DUCT INSTALLATION: REFER TO SMACNA STANDARDS, CHAPTER 3. DUCTS SHALL w 2 Q m � � � CQ PERMISSABLE SAG OF Y" PER FOOT OF SPACING BETWEEN SUPPORTS. HANGERS SHALL BE o = � z � z 37 BE CONTINUOUS, SINGLE PIECES NOT OVER 6 FEET LONG, AS STRAIGHT AND SHORT AS w � _j � o COVER PLATE SHALL BE 7/8" DIAMETER COLD ROLLED STEEL COVER AND ZINC PLATED ADEQUATELY ATTACHED TO THE BUILDING STRUCTURE. TERMINAL DEVICES CONNECTED BY �_ C ) W a Q I- cn Q O_ a o_ N FOR PAINTING. FLEXIBLE DUCT SHALL BE INDEPENDENTLY SUPPORTED TO THE STRUCTURE. FEASIBLE, ADEQUATELY SUPPORTED. CENTERLINE RADIUS OF BENDS SHALL BE NOT LESS w �_ I--- m m w � w . MAKE CONNECTIONS WITH CLAMPS AS RECOMMENDED BY o o � of THAN TWO DUCT DIAMETERS E. FIRE DAMPERS: FUSIBLE LINK OUT OF AIRSTREAM TYPE MANUFACTURED TO COMPLY WITH G. DUCTWORK/PIPNG SUPPORTS ON THE ROOF THAT PENETRATE THE ROOF MEMBRANE SHALL Of w w REQUIREMENTS OF STATE FIRE MARSHALL AND LOCAL AUTHORITIES HAVING JURISDICTION, SMACNA. CLAMP PER SMACNA WITH ONE CLAMP ON THE CORE DUCT AND ONE ON THE > m mm N z 0 � 0 m BE FLASHED, CAULKED AND FULLY WEATHERPROOFED. COORDINATE WITH GENERAL z z s WITH PERMANENT LABELING IDENTIFICATION. PROVIDE ACCESS PANELS TO FIRE DAMPERS INSULATION JACKET. FLEXIBLE DUCTS SHALL NOT PENETRATE FLOORS, OR ANY CHASE OR o U' c" z z o z o z CONTRACTOR REGARDING ROOF WARRANTIES PRIOR TO ANY PENETRATIONS OF ROOF. v a IF CONCEALED OR INACCESSIBLE THROUGH CEILING OR WALL. H. VERTICAL DUCTS SHALL BE HELD IN PLACE BY STRAPS OR ANGLE BRACKETS SECURING PARTITION DESIGNATED AS A FIRE OR SMOKE BARRIER, INCLUDING CORRIDOR PARTITIONS o J J J J F. COMBINATION FIRE SMOKE DAMPERS: COMBINATION FIRE SMOKE DAMPERS MEETING FIRE RATED ONE HOUR OR TWO HOUR. z v v v w m v m v THE DUCT RIGIDLY TO THE STRUCTURE. Q 0 REQUIREMENTS OF UL STANDARD 555 7TH EDITION AND UL STANDARD 555S 4TH EDITION. I. SPACING AND SIZING OF DUCTS SUPPORTS SHALL BE AS RECOMMENDED BY SMACNA H. ALL DUCTWORK SHALL BE LEAK TESTED FIRST BEFORE ENCLOSED IN A SHAFT OR COVERED >- o, DAMPERS SHALL HAVE A UL555S LEAKAGE RATING OF LEAKAGE CLASS 1 OR 2. DAMPER STANDARDS IN OTHER INACCESSIBLE AREAS. TEST PROCEDURE, APPARATUS AND REPORT SHALL N N N N N N N N FRAME SHALL BE 16 GA. GALVANIZED STEEL FORMED INTO A 5" X 1" STTRUCTURAL HAT CONFORM TO SMACNA LEAKAGE TEST MANUAL. THE MAXIMUM LEAKAGE RATE ALLOWED IS ww I Q N O N N CHANNEL. TOP AND BOTTOM FRAME MEMBERS ON DAMPERS LESS THAN 17" HIGH SHALL 3.07 EQUIPMENT AND MATERIALS' 4 PERCENT OF THE DESIGN AIR FLOW RATE. o � d [j cn cD I� ao ai a BE LOW PROFILE DESIGN TO MAXIMIZE THE FREE AREA OF THESE SMALLER DAMPERS. A. INSTALL ALL EQUIPMENT AND MATERIALS AS PER MANUFACTURER'S RECOMMENDATIONS. w o 0 0 0 0 0 0 cn FRAME SHAL BE 4-PIECE CONSTRUCTION WITH 1 Y2" (MINIMUM) INTEGRAL OVERLAPPING B. PROVIDE FLEXIBLE CONNECTORS AT ALL DUCTWORK AND PIPE CONNECTIONS TO UNITS _ -DGUSSET REINFORCEMENTS IN EACH CORNER TO ASSURE SQUARE CORNERS AND PROVIDE WHEREVER VIBRATION ISOLATORS ARE INSTALLED. � I<Hl L_ MAXIMUM RESISTANCE TO RACKING. C. MATERIALS EXPOSED WITHIN DUCTS OR PLENUMS SHALL BE NONCOMBUSTIBLE m L) G. FIRE DAMPERS: AIR BALANCE 119B, 119C, 319B, 319C. OR SHALL HAVE A FLAME SPREAD INDEX NOT GREATER THAN 25 AND A SMOKE Q o H. CEILING FIRE SMOKE DAMPERS: AIR BALANCE 291, 295, 297 DEVELOPED INDEX NOT GREATER THAN 50, WHEN TESTED AS A COMPOSITE ROFEJ, z PA/PM: A. CATALDO N PRODUCT IN ACCORDANCE WITH ONE OF THE FOLLOWING TEST METHODS: NFPA 255, �; - <!' o I. COMBINATION FIRE/SMOKE DAMPERS: AIR BALANCE FS 2. G t Lo J. AUTOMATIC SMOKE DAMPERS: AIR BALANCE S 2. ASTM E 84, OR UL 723. 4� Fy �� Q DRAWN BY: - N K. BACKDRAFT DAMPERS: AIR BALANCE BS 16, BS 20, BS 40, BS42. 3.08 AccESSIBILITY: REFERENCE ONLY I 1 3 9 j L. STATIONARY LOUVERS: AIR BALANCE A435, A635. A. INSTALLATION OF WORK SHALL BE READILY ACCESSIBLE FOR NORMAL OPERATION, READING NOT APPROVED WITH THIS PERMIT w JOB NO.: SNR12-0011-00 -0 OF INSTRUMENTS, ADJUSTMENT, SERVICE, INSPECTION AND REPAIR. PROVIDE ACCESS y OREGON y N PANELS WHERE INDICATED AND REQUIRED. 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O7 REMOVE EXISTING DUCTWORK AND DIFFUSERS. PATCH AND REPAIR AT ROOF OPENING a O 00 O O O O V) AS REQUIRED. -n O2 RELOCATE (E)TEMPERATURE SENSOR FOR (E)RTU-8 TO LOCATION SHOWN ON SHEET a M2.2. m L Q O N O3 REMOVE (E)TIMER SWITCH AND ALL OTHER ASSOCIATED CONTROLS FOR (E)EXHAUST G PROfFs�i o PA/PM: A. CATALDO FAN. �n �% O REFERENCE ONLY ��,653 DRAWN BY: - N 4 EIGHT (8) EXISTING THERMOSTATS MOUNTED ON WALL TO BE RELOCATED TO AREA � SHOWN ON SHEET M2.2. ) NOT APPROVED WITH THIS PERMIT w JOB NO.: SNR12-0011-00 OREGON �<„ v N O5 LOCATION OF (E)TEMPERATURE SENSOR FOR (E)RTU-5 IS UNCONFIRMED. O�,0 coo g9�H 14 �°� �� ❑ N CONTRACTOR TO FIELD VERIFY LOCATION OF (E)SENSOR SUSPENDED BY PENDANT, FAy S GP,6� ¢ SHEET o PER AS-BUILT SET OR PROVIDE A NEW TEMPERATURE SENSOR. LOCATE c„ TEMPERATURE SENSOR TO LOCATION SHOWN ON SHEET M2.2 0 Renews: June 30 Z © CONTRACTOR TO FIELD VERIFY (E)DUCT SMOKE DETECTOR. PROVIDE NEW DUCT Of CD SMOKE DETECTOR IN RETURN AIR DUCT IF THERE IS NONE EXISTING. 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OFFICE 0x1 8x8 �T i Q J i j 0g 330 230 �T I I I I I ~ ~ o � 8"0 8x8 'T 3 < V m � 6x1 16"0 230 1 w 590 z ----i------I------ OFFICE110r------- ----------� r ----------------- Q = Y 1¢- z z w I I 1 1 I I I I I F- w � < < < o < o 3 — — — 'I - wo 2 < m F N F N A, 5 W J J 1— O 0' :E! Elf Z N 'V C� G ~ ~ m � w > W > 04 MECHANICAL FLOOR PLAN M M W Of 0 Of m mmcnzz z s SCALE: 1/8"=1'-0" o �' �' z z o z o z U >_ W Z -� W J W D ~ ~ J J O J � J Z U U U m m U m U PLAN NOTES wN � NNNNNT W ~Q N O N N ch Lo co co I� m m p oT O 0 0 0 O O O O .— O1 (E)S.A. & R.A. DUCTS U.T.R. N w O2 PROVIDE NEW DUCT SMOKE DETECTOR IN RETURN DUCT FOR UNIT SHUTDOWN AS ~ 0 REQUIRED. REFERENCE ONLY L) NOT APPROVED WITH THIS PER cn O3 CONTRACTOR SHALL RELOCATE EXISTING THERMOSTATS TO NEW LOCATION SHOWN. p /� z PA/PM: A. CATALDO N EXTEND LOW VOLTAGE WIRING AS REQUIRED. N C� FS�� o O 17 653 U DRAWN BY: c i 4 PROVIDE THERMAFUSER TF-HC, NECK SIZE 8"0. 4 r- w JOB NO.: SNR12-0011-00 o O5 EXISTING TEMPERATURE SENSOR TO REMAIN. OREGON v°i Cr '1i,9 9�h � N © CONTRACTOR SHALL RELOCATE EXISTING TEMPERATURE SENSOR TO NEW LOCATION �S�.RcH 14•��Q�v Q SHEET N SHOWN. EXTEND LOW VOLTAGE WIRING AS REQUIRED. y S. G < c� z Renews:Juno 30 a 4 o M2m2 LL_ w CAU I ION : 11- I HIS SHEEI IS NUI .5U x42 1 IS A KEUUC;EU PRIN 1 A B C D E F G Hcd p4 _ a w -- — --�- Z - z � .i . . — . — — — . . — E o E U w � --- I o ..-....._.. -- -- _ - _....._....__ ..._.... --- _....._....._ _.-_ _._._...__ __._ __ --. .. ...... - -- ..— .— — — — _.— -- ---- — — — . ._ — . — -- — — — — — o 1 m p -- - - - . .._..__....._ __._... ..-...._ ----..__ -_ -- --- -- - -- -- ... _ --- -- -- ---- --- --- -- --- __ -....__ _.. — — — — — . — — — — — — - Q J z 1 � U 1 i i RE BALANCE O.S.A \ Z RE-BALANCE O.S.A I I I I ( i i I QUANTITY TO 1650 CFM _...__...._. ......_..--- ................... ................- __ _ _...... ......._...._.... _ _.._ ..._...-- ----.._.__ ........ _._.__.. ......._.__.. _.._._.......... ..._.........._.. --- _ .................. QUANTITY TO 510 CFM .. _. __._.. _.. _.._... _.....-. .............. _-. _.._._ — ...---..._ � --- — -- --- ._- — -_ _t---==-----=--r_a.._j _.._._....... _._....._.... _..... -.— ___ ... _ � coI f- v �n O o -.._ ................ ---...... ...... _.... 4 _6 .......... � U N r�-------- m (V p er++ N m bA v N 1 Q Q" Q Lo L6 N cq It >_ aS Q. bA v N m I I I I I U Z Q Z Q c } L.Lj0 0 a m �co 0 co I ItD0 � I I = 11Mvi u�i � F- LLj C) 1P oUNNN m O -r U 0) m = T is 4111 I I I I I w r� Un � a.L ° o. w m ui J J Q 2 N I I I z Q Z O J ■ Q U � \J I I I I o JJ U W 4 z w C) w---- i Ld o z ... ------.. _..--- -I _ _.- � - p0 V `• I I I I I w Q W 1 o' Q ------ U O 0 EF ` 2 I I I I I zo N U � Ld z Q o 5 _ O I I I I I I m Q OU r-, I r-, I I— I I I I ( )�Tb I 1 1 ( )RiJ I I I I 1 I I I RE-BALANCE O.S A 1 I I 1 I I I RT I I RE-BALANCEO.S.A 5 I 1 RE-BALANCE O.S.A 1 RE-BALANCE O.S.A ( ) I I I QUANTITY TO 2250 CFM I I I I �� 1 1 I I i `QUANTITY T 2050 CFM ~ i I QUANTITY TO 2000 CFM 1 `_� I 1 QUANTITY TO 2050 CFM 1 2 I 1 w RE-BALANCE O.S.A I , I I w -QU.ANTay-TO 3II0 CFM -- ------------ r_J ------------� --- - � '------------- -J — — — w 1 I I Q L1 1 m IIII1111111lIlIIlI { 11 { 111 w i-I-II-I-I I w N — — — — — — — — — — — — — — — -I= 7T77TTTT I T= 7777i=1-TI-{TTI Y o IIIIIIIII ( IiIIIIIIIIlIIII o V) TTS-I T I 1 T TTTT iT-Ti I TlI 1 6 � Y wuj IIIIIIIiIIIIIIIIiIIlIIII o Q w oId Tl -i 7 TC -T 7 T- T T T 1- 1- 1- 1- 1- �(-1=1=1-1=1-1 7 o � I I IIIIIIIIII I IIIII ( iIIII I III N Z U- (F)10' l�\ RE-BALANCEO.S.A � � � � �� 1- L � � � � ��I_1-1=I=1�� Q o QUANTITY TC 350 CFM m LLL ;�------ , I o w O a � ` 1F � /i / / IIIIIIIiIIIIIIIII11111111 N � I I I I I I I I I i l I I I I I I I I I I I I I I Q J _ -- --.._ __..._.._ _. _._.._. __._ --..__ — - --....._ _ ---- _...__ —. -- - _..-- -- --------------- _.._._._ . ............__ ......_._.._ .._...._._ \ ,� IIIIIIIIIIIIIIIIIIIIIIIII 0 U ., ,, I I I I I IIIIIIIIIIII I I IIIIII I I I I I Q z � m z z Q a N ¢ o ¢ o O CC Q m � w � w5 MECHANICAL ROOF PLAN M M ZD_D z SCALE: 1/8"=l'-O" o �' N z Z o z o z W Q J W —L W Z U U U d m U m U PLAN NOTESNwN � NNn1NN oQ N O N N 0 4 66 6 r_: C6 0 p a O1 CONTRACTOR SHALL DEMO EXHAUST FAN AND PATCH AND REPAIR ROOF OPENING a_ o o O O O (D o U) AS REQUIRED. w L REFERENCE ONLY o NOT APPROVED WITH THIS PERMIT Q P F z PA/PM: A. CATALDO C14C) N F�`SJ/o � N 9 y < DRAWN BY: - 17,653 w JOB NO.: SNR12-0011-00 CL o � � OREGON �h � 9 A o ROH ia.� Q� Z SHEET O N FpH S Gp'g Q i m z o Renews: June 30 3 -, Q CD o M301 i m W CAU I ION : II- IHIS SHEL I IS NUI .S0 02" 11 IS A KEUUC;LU NKIN Y Of PLUMBING GENERAL NOTES Z N ELECTRIC WATER HEATER PLUMBING LEGEND Q w 1. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ALL PLUMBING FIXTURES, DRAINS, PIPE CHASES AND oW � FURRING. z O ELECTRICALOPERATING 2. COORDINATE ALL LOCATIONS, SIZES AND ELEVATIONS OF ALL SLEEVES THRU WALLS AND SLABS WITH .v TAG MANUFACTURER STORAGE REC ® 60WATER INLET WATER OUTLET NO. & MODEL NO. LOCATION SERVICE CAPACITY (GPM) AT (GPH) TEMP 'F TEMP 'F WEIGHT REMARKS STRUCTURAL AND ARCHITECTURAL DRAWINGS. SYMBOL ABBR. DESCRIPTION z i KW V/P/HZ (LBS) 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING OF WALLS, ROOFS, FOOTINGS AND WH A.O. SMITH JANITOR CLOSET DOMESTIC 30 6.0 480/3/60 41 60 120 350 WITH THERMAL EXPANSION TANK "AMTROL" THERM-X-TROL #ST-5 FLOORS INCLUDING ALL SAW CUTTING AND CORE DRILLING. S OR W SOIL OR WASTE LOCATED ABOVE FLOOR OR GRADE C 1 DEL-30 HOT WATER 4. COORDINATE AND VERIFY EXACT LOCATIONS, SIZES POINTS OF CONNECTION AND INVERT ELEVATIONS OF ALL U S OR W SOIL OR WASTE LOCATED BELOW FLOOR OR GRADE 4 EXISTING PIPING PRIOR TO INSTALLATION. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. O 5. PLUMBING DRAWINGS ARE DIAGRAMMATIC. THE LOCATION AND ELEVATION OF ALL PLUMBING PIPING IS SD SD STORM DRAIN LOCATED ABOVE FLOOR OR GRADE o APPROXIMATE AND SHALL BE VERIFIED AND COORDINATED WITH ALL OTHER TRADES, STRUCTURAL CONDITIONS, ry W 'N PLUMBINGFIXTURE SCHEDULE AND BUILDING CONSTRUCTION PRIOR TO START OF INSTALLATION. - - SD - SD STORM DRAIN LOCATED BELOW FLOOR OR GRADE o 6. ALL VALVES SHALL BE LOCATED SO AS TO BE READILY ACCESSIBLE WHERE VALVES ARE INSTALLED WITHIN OR U _ BEHIND WALLS OR ABOVE A CEILING AN ACCESS PANEL SHALL BE INSTALLED. OD OD OVERFLOW DRAIN LOCATED ABOVE FLOOR OR GRADE Q CONNECTION SIZES UNIT TAG DESCRIPTION REMARKS 7. PROVIDE NON-CONDUCTING DIELECTRIC CONNECTIONS JOINING DISSIMILAR METALS. - - OD - OD OVERFLOW DRAIN LOCATED BELOW FLOOR OR GRADE < J TRAP WASTE VENT CW HW 8. COORDINATE LOCATION OF GAS AND DRAIN CONNECTIONS ON MECH. EQUIPMENT WITH MECHANICAL V SANITARY VENT CONTRACTOR PRIOR TO INSTALLATION. o WC-1 WATER CLOSET INT 4" 2" 1" - KOHLER "WELLWORTH" #K-4406-0 TOP SPUD, VITREOUS CHINA, ELONGATED, FLOOR MOUNTED, 1.28 G.P.F. FLUSH VALVE: SLOAN "ROYAL" #111-1.28 HIGH EFFICIENCY, MANUAL FLUSHOMETER, VACUUM BREAKER. SEAT COVER: OLSONITE #95C, OPEN FRONT LESS COVER, WHITE. 9. ALL WORK SHALL CONFORM TO CODE. IN CASE OF CONFLICTS WITH CODE, DRAWINGS OR SPECIFICATIONS - CW COLD WATER LINE E_ THE MOST STRINGENT SHALL PREVAIL. O z ICW ICW INDUSTRIAL COLD WATER LINE Lij m = m o0 WC-2 WATER CLOSET INT 4" 2" 1" _ KOHLER "HIGHCLIFF" #K-4405-0 TOP SPUD, VITREOUS CHINA, ELONGATED, FLOOR MOUNTED, 1.28 G.P.F. FLUSH VALVE: SLOAN "ROYAL" #111-1.28 HIGH EFFICIENCY, MANUAL 10. WHERE PLUMBING PIPING PENETRATES A SEPARATION WALL SURFACE, THE SECTION PASSING THRU THE WALL FLUSHOMETER, VACUUM BREAKER. SEAT COVER: OLSONITE #95C, OPEN FRONT LESS COVER, WHITE. ADA COMPLIANT. SURFACE THE FIXTURE CONNECTIONS ATTACHED THERETO SHALL BE ONLY OF "METAL". HW HOT WATER LINE �- 11. ALL PIPING PENETRATIONS THRU A FIRE RATED WALL SHALL BE INSTALLED WITH AN APPROVED FIRESTOP „ SYSTEM. - - - HWR HOT WATER RETURN LINE KOHLER DEXTER K-5016-ET-0 WALL HUNG, VITREOUS CHINA, FLUSHING RIM, TOP SPUD, SIPHON JET FLUSH ACTION. FLUSH VALVE: SLOAN ROYAL 186-0.50 G.P.F. HIGH o U-1 URINAL INT 2" 1Y2" 3/4' - # # m o EFFICIENCY. MANUAL FLUSHOMETER, VACUMM BREAKER. A.D.A. COMPLIANT 12. SERVICE WATER HEATING EQUIP. SHALL MEET ALL OF THE REQUIREMENTS OF THE APPLICABLE EFFICIENCY m STANDARDS. CD CD CONDENSATE DRAIN LINE ui m to "" O VW 4 13. ALL ACCESSIBLE FIXTURES SHALL BE FURNISHED AND INSTALLED IN STRICT ACCORDANCE WITH THE O.B.C. PCD PCD PUMPED CONDENSATE DRAIN LINE __j ° N U-2 URINAL INT 2" 1Y2" Y4' - SAME AS U-1 EXCEPT MOUNTED FOR ADA COMPLIANCE HEIGHT. REFER TO ARCHITECTURAL DRAWINGS FOR FURTHER INFORMATION. = v m o rn N 14. ALL HORIZONTAL WASTE LINES SHALL BE RUN AT A MINIMUM SLOPE OF 1/4" PER FOOT (2%) UNLESS SCD SCD SECONDARY CONDENSATE DRAIN LINE M ¢ bn u N ¢ OTHERWISE NOTED ON PLAN. KOHLER "KINGSTON" #K-2005 WALL HUNG, VITREOUS CHINA, OVERFLOW. FAUCET: SYMMONS S-20-2-FR-VP SINGLE LEVER HANDLE, 0.4 GPM FLOW RESTRICTOR, VANDALa G G FUEL GAS LINE o_ L-1 LAVATORY 1Y2" 2" 1Y2' V2' Y2' RESISTANT AERATOR, AND GRID STRAINER. COMPLETE WITH BRASSCRAFT KT SERIES Y4 TURN ANGLE STOPS & SUPPLIES INSULATE TRAP & SUPPLIES. PROVIDE MIXING VALVE 15. ALL HORIZONTAL STORM DRAINS AND OVERFLOW DRAIN LINES SHALL BE RUN AT A MINIMUM SLOPE OF 1/4" Li SET © 105' F LOCATED BELOW COUNTER. ADA COMPLIANT. PER FOOT (2%) UNLESS OTHERWISE NOTED ON PLAN. U TP TP TRAP PRIMER o U z O JUST #DL-ADA-1933-A-GR COUNTER MOUNT 18 GA., SINGLE COMP., 6-1/2" DEEP, UNDERCOATED. FAUCET: SYMMONS S-23 DECK MOUNTED, SINGLE LEVER HANDLE, 1.5 16. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR WALL AND PARTITION CONSTRUCTION AND THICKNESS z -- Z S-1 KITCHEN SINK 1)/2" 2" 1)/2" Y2" Y2' G.P.M. FLOW RESTRICTORS. GARBAGE DISPOSER: IN-SINK-ERATOR 3/4 HP, 120V, 1 0., 60HZ, 17 GA. P-TRAP, BRASSCRAFT KT SERIES QUARTER TURN ANGLE STOPS & WHERE PLUMBING PIPING OR EQUIPMENT IS INDICATED. DIRECTION OF FLOW Q o� w SUPPLIES INSULATE TRAP & SUPPLIES. ADA COMPLIANT. 17. INSTALL ALL NEW PLUMBING AND PIPING WORK TO AVOID INTERFERENCE WITH NEW AND EXISTING MECHANICAL, = w O PG PRESSURE GAUGE W/PETE COCK �„ CD Lu (IO o0 I-- ELECTRICAL AND OTHER EQUIPMENT WHERE REQUIRED, OFFSET NEW PIPING TO CLEAR EXISTING INSTALLATION. N 'd' m N m U CDzt� r� CO „ KOHLER "WHITBY" #K-6710, FLOOR MOUNTED, ENAMELED CAST IRON, VINYL RIM GUARD. FAUCET: CHICAGO #540-LD897SWXFCP, WALL MOUNTED, VACUUM BREAKER, 1.8 GC GAS COCK o z z (D Z SS-1 SERVICE SINK 3 3" 2 3/4 3/4 18. ALL REQUIRED CLEANOUTS SHALL BE INSTALLED AS PER THE PLUMBING CODE. �- L.J Z N • N GPM FLOW RESTRICTOR, MALE GARDEN HOSE OUTLET, METAL LEVER HANDLES. POLISHED CHROME FINISH. _ d 0)m m to 19. NEW OR REPAIRED POTABLE WATER SYSTEMS SHALL BE DISINFECTED PRIOR TO USE ACCORDING TO THE ^P PRV PRESSURE REDUCING VALVE ~ w z 0 Q N NN O METHOD SET IN THE PLUMBING CODE. oZ C] J V U 0) 6i pp °C � , w111 FD-1 FLIJ LOOR DRAIN 2" 2" 2" - - JAY R. SMITH, MODEL 2005Y-B SQUARE TOP DRAIN W/ NO-HUB OUTLET AND TRAP PRIMER CONNECTION. ---�G�- �- SOV SHUT-OFF VALVE wm F (f) O Z_ 0) 0) 20. ACCESSIBLE WATER HAMMER ARRESTERS SHALL BE INSTALLED FOR QUICK-ACTING VALVES. LOCATION AND METHOD OF INSTALLATION SHALL COMPLY WITH THE MANUFACTURER'S RECOMMENDATION. co O N > _ O FCO FLOOR CLEANOUT > if C) (L L. .1 (L 21. SANITARY VENT SHALL TERMINATE NOT LESS THAN TEN (10) FEET FROM OR AT LEAST THREE (3) FEET ABOVE w TP-1 TRAP PRIMER - - - y2. - PPP P-2 SERIES, WITH DISTRIBUTION UNIT AS NEEDED. ANY WINDOW, DOOR, OPENING, AIR INTAKE OR VENT SHAFT PER THE PLUMBING CODE. I WCO WALL CLEANOUT m J J Q DOWN V) WHA-1 WATER HAMMER ARRESTOR - - - - - MIFAB MWH SERIES. PIPING MATERIALS � RISE Q 1. SOIL, WASTE, VENT, AND STORM DRAIN PIPING BELOW GROUND: ACRYLONITRILE-BUTADIENE-STYRENE (ABS) SCHEDULE 40 0 PIPE AND FITTINGS WITH SOLVENT CEMENT JOINTS CONFORMING UNION in R-1 REFRIGERATOR ICEMAKER _ IPS WATERTITE MIB-1, RECESSED 20 GAUGE POWDER COATED METAL ICE MACHINE BOX ASSEMBLY COMPLETE WITH QUARTER TURN BALL VALVE AND METAL SUPPORT TO ASTM F 628 OR ASTM D 2661. w Y2 BRACKETS. % SLOPE IN DIRECTION OF FLOW o 2. SOIL, WASTE, VENT, AND STORM DRAIN PIPING ABOVE GROUND: NO-HUB CAST IRON PIPE AND FITTINGS, CISPI-301 WITH 2-BAND4 -- - A WATER HAMMER ARRESTOR o � WH STAINLESS STEEL COUPLINGS, CISPI-310-85. Q HR-1 RETRACTABLE HOSE REEL - - - 3/4" - REELCRAFT #83050-OLP RETRACTABLE HOSE REEL. cn 0 3. WATER PIPING BELOW GROUND: TYPE 'K' COPPER WITH BRAZED JOINTS. ® POC POINT OF CONNECTION w WATER PIPING BELOW BUILDING: TYPE 'K' COPPER, NO JOINTS ALLOWED. o J RPBP REDUCED PRESSURE BACKFLOW PREVENTER w M AD-1 AREA DRAIN - - - - - ZURN #Z145S DURA-COATED CAST IRON BODY WITH BOTTOM OUTLET AND 'TYPE S' STRAINER. SEE PLANS FOR SIZES. W 4. WATER PIPING ABOVE GROUND: TYPE 'L' HARD DRAWN COPPER TUBE WITH WROUGHT COPPER FITTINGS w AND LEAD FREE SOLDERED JOINTS. PIPING TO BE ABANDONED Q uLI 1 z O • w ❑ REDUCED PRESSURE BACKFLOW 5. INSULATION OF DOMESTIC HOT WATER PIPING TO BE REMOVED ELO RPBP-1 PREVENTOR - - - 1" - EQUIVALENT TO WATTS 009 SERIES 1", DRAIN LINE SHALL DISCHARGE INTO GRADE. AND INTERIOR CONDENSATE PIPING: GLASS FIBER PIPE INSULATION WITH FACTORY APPLIED WHITE JACKET, J-M w MICRO-LOK 750AP, 1 INCH THICK FOR PIPE SIZES 1 INCH AND BELOW, AND ABV. ABOVE W 1-1/2 INCHES THICK FOR PIPE SIZES 1-1/4 INCHES AND LARGER. J U �/ 6. CONDENSATE PIPING: TYPE 'M' COPPER TUBE ASTM B88 AND WROUGHT COPPER FITTINGS A.F.F. ABOVE FINISHED FLOORN *' V) Q AND LEAD FREE SOLDERED JOINTS. 0 A.P. ACCESS PANEL z 7. ALL OF THE ABOVE SHALL COMPLY WITH THE SPECIFICATIONS. o U BEH. BEHIND Q C) • 3 BEL. BELOW z ♦^ Lu VJ CLG. CEILING r CONT. CONTINUATION M o O J (E) (E) EXIST. EXISTING < w � FLR. FLOOR Q FR. FROM GR. GRADE w Lu w HDR. HEADEROf I.E. INVERT ELEVATION m m V.T.R. VENT THROUGH ROOF 0 x N w z OFC&I OWNER FURNISHED CONTRACTOR INSTALLED Y o O w U.T.R. UP THROUGH ROOF Yof w ()f W Q c) D.T.R. DOWN THROUGH ROOF O w Q Of z z U.T.F. UP THROUGH FLOOR ¢ U) o W `�i LLJ D.T.F. DOWN THROUGH FLOOR Cl V) Om w z O m O W N Z - Q cV W cn J c� D Z Q W Q � Q � o = Q m U) U) Z w LL] cf) ft� O. J Q H d of f- W W C� 7 WQ m F- Cn I- O Z Cr) Q' Z � Z O W Q Q C=/) Qw o Qw o m � w > W > fn T � W m m m O W m W cnzC � � D p (7) vii z Z i- Z )- pU Z Z n Z O Z �- >_ W Q J W J W U J J 5 J 5 J O_ Z U U U W m U m U o Q � CO - N `° oNN a 0 (D 0 0 0 0 0 d W DFe(� F- N'k,F9 X02 Ld Of L) 17,653 r Q z PA/PM: A. CATALDO N O CD v �s OREGON c, t= N O q9 10� �Lv U DRAWN BY: - 1 S cH 14. DEFERENCE ONLY ASI $ Gp'Q' w JOB NO.: SNR12-0011-00 o NOT APPROVED WITH THIS PERMIT m N Renews: June 30 z 0 a SHEET CN 0 V) z o Q o' 1 CD o Pom SCHEDULES 3 GENERAL NOTES 2 LEGEND 1cnLli CAU I ION : 1 HIS SHEE I 15 NUI JOU x42 11 IS A REDUCED HNIN 1 Y PART 1 - GENERAL PART 2 - PRODUCTS PART 3 - ECUTION 0 XE 1.01 DESCRIPTION OF WORK: I 2.01 GENERAL 2.04 PIPE HANGERS 3.01 SURFACE CONDITION 3.09 WRAPPING FOR BURIED STEEL AND COPPER PIPING = N THE GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND DIVISION 1, ARE A. PIPE SLEEVES AND WRAPPING: FURNISH POLISHED CHROMIUM PLATE AND A. HANGERS SHALL BE PROVIDED WITH FACTORY INSTALLED ISOLATION AND A. INSPECTION: ALL PLUMBING SHALL BE INSTALLED IN STRICT ACCORDANCE WITH A. ALL BELOW GROUND STEEL PIPE SHALL BE FACTORY COATED WITH PLEXCO 20 :>� W ASSOCIATED WITH THIS SECTION AND THE CONTRACT FOR THIS WORK AND SHALL BRASS SET SCREW FLANGES WHERE PLUMBING PIPES PENETRATE WALLS, DI-CHROMATE FINISH. TRADES DUE TO LACK OF COORDINATION SHALL BE RESOLVED BY ARCHITECT MIL HIGH DENSITY POLYETHYLENE COATING (YELLOW COLOR). FINISHED COATING o ro APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. FLOORS, CEILINGS, AND PARTITIONS IN FINISHED PORTIONS OF BUILDING, 1. 2" DIA. AND UNDER: GRINNELL F69. WHOSE DECISION IS FINAL. RELOCATE OR OFFSET ANY WORK AS NECESSARY SHALL HAVE CONTINUOUS IMPRINTING OF COATING TYPE, APPLICATOR, PIPE TYPE i- o 0� INCLUDING FLANGES ON PIPES AT FIXTURES. ALL SLEEVES IN CONCEALED AND 2. 2-1/2" DIA. AND LARGER: GRINNELL F65. TO ACCOMMODATE WORK OF OTHER TRADES AT NO EXTRA COST TO THE OWNER AND MANUFACTURER. EVERY FITTING AND FIELD JOINT OF BURIED STEEL PIPING w 1.02 SCOPE OF WORK EXTERIOR WALLS SHALL BE 20 GAUGE GALVANIZED IRON 1" O.D. LARGER THAN 3. CONCRETE INSERTS: GRINNELL 281 AND 282. WHEN SO DIRECTED BY THE ARCHITECT. SHALL BE CLEANED, PRIMED THEN FULLY PROTECTED WITH TWO SEPARATE w 5 PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, APPLIANCES AND NECESSARY THE PIPE OD, CAULKED IF BELOW GRADE IN A MOISTURE-PROOF MANNER. ALL 4. RISER CLAMPS FOR COPPER PIPING: GRINNELL 261P, PLASTIC COATED. B. DISCREPANCIES WRAPPINGS (EACH HALF LAPPED) OF 0.010X2" WIDE PRESSURE SENSITIVE z U .i INCIDENTALS FOR THE FULL AND COMPLETE INSTALLATION OF ALL PLUMBING AS PIPES PENETRATING THROUGH FIRE WALLS AND FLOORS SHALL BE PROPERLY 5. RISER CLAMPS FOR OTHER PIPING: GRINNELL 261. 1. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF POLYVINYL TAPE EQUIVALENT TO JOHNS-MANVILLE "TRANTEX." EVERY FITTING � a SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN. FIRE SAFED WITH DOW CORNING 3-6548 SILICONE RTV FOAM AND INSTALLED B. HANGER RODS SHALL CONFORM TO THE FOLLOWING TABLE: THE ARCHITECT. AND JOINT WRAPPING SHALL OVERLAP PIPE WRAPPING A MINIMUM OF 2". o A. WORK IN THIS SECTION SHALL INCLUDE PER MANUFACTURER'S DIRECTIONS. PIPE SIZE 2" DIA. AND UNDER: 3/8" RODS 2. DO NOT PROCEED WITH INSTALLATION IN AREAS WHERE A DISCREPANCY HAS o E 1. ALL PLUMBING FIXTURES, WATER HEATERS, VALVES, HOT WATER CIRCULATING BEEN SITED UNTIL ALL SUCH DISCREPANCIES HAVE BEEN FULLY RESOLVED. B. AFFIDAVIT: DELIVER COATED PIPE TO JOBSITE ACCOMPANIED BY APPLICATORS w o B. PIPE IDENTIFICATION PIPE SIZE 2-1/2 DIA. AND 3": 1/2" RODS AFFIDAVIT CERTIFYING THAT WRAPPED PIPE HAS HAD PERFORMED UPON IT HIGH = U PUMP, AND OTHER MISCELLANEOUS ITEMS OR EQUIPMENT REQUIRED FOR A 1. PIPING IDENTIFICATION TO COMPLY WITH ANSI AND OSHA STANDARDS: EACH 3. INTERFERENCES BETWEEN WORK WHICH HAS BEEN INSTALLED BY VARIOUS. i COMPLETE INSTALLATION. PIPE SIZE 3 DIA. AND LARGER: 5/8" RODS VOLTAGE HOLIDAY DETECTOR TEST AND THAT PIPE WAS FREE OF HOLIDAYS i INDIVIDUAL PIPELINE SHALL BE IDENTIFIED FOR QUICK AND EASY WHEN PIPE WAS SHIPPED FROM APPLICATOR'S YARD. ONE COPY OF EVERY o �+�- 2. CATHODIC PROTECTION FOR UNDERGROUND STEEL OR FERROUS PIPING. IDENTIFICATION AS TO CONTENT AND CHARACTER OF MATERIAL CARRIED IN 2.05 PIPE SLEEVES 3.02 LOCATIONS AND SPACE REQUIREMENTS AFFIDAVIT SHALL BE SUBMITTED TO ARCHITECT PRIOR D. INSTALLATION. � In 3. CONNECTIONS TO SANITARY SEWER, WATER AND GAS MAINS. THE PIPES BY SETON SNA OR STR MARKERS. PROVIDE ADJUST-TO-CRETE, PARAMOUNT, HOLE-OUT OR SPERZEL CRETE SLEEVE A. CONTRACTOR SHALL FULLY INFORM HIMSELF WITH REGARDS TO ANY ANOMALIES 0 i4. DOMESTIC HOT AND COLD WATER SYSTEMS. 2. MARKERS SHALL BE INSTALLED AND LOCATED AT NOT MORE THAN 8' AT CONCRETE WALLS OR FLOORS. PROVIDE FLOOR SLEEVES EXTENDED TO TOP OF AND LIMITATIONS OF SPACES AVAILABLE FOR INSTALLATION OF WORK UNDER C. FIELD JOINTS: SHALL HAVE TEST FIELD APPLICATIONS FOR HOLIDAYS BY A HIGH � w . 5. DOMESTIC WATER HEATERS. INTERVALS AND SO LOCATED THAT MARKERS SHALL BE VISIBLE WHERE PIPING CONCRETE CURBS FOR PIPING RISING THROUGH FLOORS. WALL SLEEVES TO BE THIS DIVISION. DRAWINGS SHOW DESIRED LOCATION AND ARRANGEMENT OF VOLTAGE HOLIDAY TEST METHOD IN ARCHITECTS PRESENCE. m P4 0 6. EXCAVATION AND BACKFILL. SYSTEM IS EXPOSED. FLUSH WITH FINISHED SURFACE. SLEEVES SHALL BE SIZED TO PERMIT HALF (1/2) PIPING, EQUIPMENT AND OTHER ITEMS, AND ARE TO BE FOLLOWED AS CLOSELY D. DAMAGE: ALL WRAPPED PIPING SHALL BE HANDLED WITH EXTREME CARE TO � 7. FLOOR SINKS AND FLOOR DRAINS. AS POSSIBLE. WORK SPECIFIED, NOT EXPLICITLY DEFINED BY DRAWINGS SHALL AVOID DAMAGE. REPAIR AND RETEST MARRED OR DAMAGED PIPE WRAPPING. 0 tm A. ONE MARKER SHALL BE INSTALLED AT EITHER SIDE OF VALVES, SPECIAL INCH CLEARANCE AROUND PIPE INSULATION. INSULATION AND COVERING SHALL BE o c 8. FURNISH AND SET ALL SLEEVES FOR PIPES PASSING THROUGH FITTINGS AND AT BRANCH TAKE-OFF. IN FURRED AREAS INSTALL ONE CONTINUOUS THROUGH WALL AND FLOOR SLEEVES. BE INSTALLED AND ARRANGED TO THE MANNER SATISFACTORY OF THE E. ALL STEEL OR FERROUS PIPING SHALL HAVE INSTALLED CATHODIC PROTECTION -j ,< WALLS AND FLOORS. ARCHITECT. IF CHANGES IN INDICATED LOCATIONS AND ARRANGEMENTS ARE PER CORROSION ENGINEER'S RECOMMENDATIONS AND/OR APPLICATOR � cz 9. PIPE COVERING, INSULATION AND WRAPPING. BAND TWENTY FOUR (24) INCHES ABOVE FLOOR AND NINETEEN (19) 2.06 ACCESS PANELS DEEMED NECESSARY BY ARCHITECT, THEY SHALL BE COMPLETED BY CONTRACTOR FAMILIAR WITH CATHODIC PROTECTION HAVING A MINIMUM OF 5 w W INCHES BELOW CEILING LINE. CONTRACTOR WITHOUT ADDITIONAL CHARGE PROVIDED THE CHANGE IS ORDERED YEARS EXPERIENCE IN THE FABRICATION AND INSTALLATION OF CATHODIC Q -1 10. ROUGH-IN AND FINAL CONNECTIONS TO AIR CONDITIONING EQUIPMENT OF B. PROVIDE TWO IDENTIFICATION CHARTS COMPLETE WITH GLASS AND FRAME A. PROVIDE ACCESS PANELS IN PLASTER WALLS AND CEILINGS: KARP #DSC214PL, � WATER, AND CONDENSATE DRAINS. SHOWING LIST OF MATERIALS CONVEYED IN THE PIPING SYSTEM, CLASSIFIED ELMDOR PW, 24"X24" WITH METAL ACCESS DOOR AND FRAME, PRIME COATED BEFORE WORK IS INSTALLED AND NO ADDITIONAL MATERIALS ARE REQUIRED. PROTECTION. Li- ll. ROUGH-IN AND FINAL CONNECTIONS TO FIXTURES AND EQUIPMENT BY NATURE OF ITS CONTENTS AND RESPECTIVE IDENTIFYING COLORS. STEEL AND PAINTED TO MATCH ADJACENT SURFACES. FOR FIRE RATED AREAS B. CONFIRM ALL SPACES, DIMENSIONS FOR ALL FIXTURES, EQUIPMENT, TENANT OR F. COPPER TUBING, PIPE WRAP SIMILAR TO FIELD WRAP STEEL FITTINGS HOWEVER, o FURNISHED UNDER OTHER SECTIONS OF THE SPECIFICATIONS OR BY THE 3. COLOR SCHEME SHALL BE APPROVED. BASE COLOR FOR MARKERS SHALL BE PROVIDE USE KARP #KRP-150 FR 1-1/2 HOUR "B" LABEL ACCESS PANELS, U.L. OWNER-FURNISHED EQUIPMENT AND EQUIPMENT FURNISHED UNDER OTHER NO HOLIDAY TEST IS REQUIRED. BACKFILL SHALL BE WITH ALKALIZED CLEAN W OWNER. SECTIONS. SAND. AS FOLLOWS: LISTED. o 12. ROOF DRAINAGE SYSTEM. B. PROVIDE ACCESS PANELS IN ACOUSTIC TILE CEILINGS: KARP #DSC-210, C. OBTAIN ALL NECESSARY ROUGH IN DATA AND DIMENSIONS FOR ALL FIXTURES, G. BACKFILL STEEL AND COPPER PIPING WITH CLEAN ALKALIZED SAND (1/2 SACK 13. SANITARY SOIL, WASTE AND VENT SYSTEM. ALL PLUMBING FIXTURES, WATER EQUIPMENT, TENANT OR OWNER-FURNISHED EQUIPMENT AND EQUIPMENT LIME PER CUBIC YARD OF SAND A MINIMUM OF 4" ALL AROUND PIPE AND w o DOMESTIC HOT WATER ---- YELLOW ELMDOR AT, 24'X24" WITH METAL ACCESS DOOR AND FRAME, 24'X24 MINIMUM ) HEATERS, VALVES, HOT WATER CIRCULATING PUMP, AND OTHER FURNISHED UNDER OTHER SECTIONS. FITTINGS. = M 00 DOEMSTIC COLD WATER ---- GREEN SIZE PRIME COATED STEEL RECESSED TO ACCEPT STANDARD TILE IN FULL � v � MISCELLANEOUS ITEMS OR EQUIPMENT REQUIRED FOR A COMPLETE D. MAINTAIN ALL NECESSARY HEADROOM CLEARANCES AND ACCESSIBILITY IN FUEL GAS ---- YELLOW OPENING DOOR. o , rn INSTALLATION. ACCORDANCE WITH LOCAL AND GOVERNING AGENCIES AND MAINTAIN CEILING 3.10 PROTECTION FOR UNDERGROUND DUCTILE AND CAST-IRON PIPE AND FITTINGS SANITARY SEWER ---- GREEN C. PROVIDE ACCESS PANELS IN CERAMIC TILE WALLS: ELMDOR DW-SS SMITH 14. SAFING OF ALL PENETRATIONS THROUGH FIRE WALLS AND FLOORS. SANITARY VENT ---- GREEN 4730, CHROME-PLATED COVER AND FRAME OF SUITABLE SIZE FOR PURPOSE HEIGHTS. ALL PIPE AND FITTINGS SHALL BE WRAPPED WITH 10 MIL PVC PIPE TAPE AND = ' t E 15. WATER FOR CONSTRUCTION AND TEMPORARY CONNECTIONS. �, E. CONSTANTLY COORDINATE WORK OF OTHER TRADES TO PREVENT INTERFERENCE PRIME PER MANUFACTURER'S DIRECTIONS OR INSTALL IN 8 MIL POLYETHYLENE C' ° o INDUSTRIAL COLD WATER ---- GREEN INTENDED, BUT NOT LESS THAN 8X8 SIZE. FOR FIRE RATED AREAS PROVIDE iD � > WITH THIS INSTALLATION. o 5 0, STORM DRAINS ---- GREEN ELMDOR FR 1-1-1 2 HOUR "B" LABEL ACCESS PANELS U.L. LISTED. ENCASEMENT IN ACCORDANCE WITH ANSI/AWWA STANDARD C105/A21.5-82. BED U o B. RELATED WORK IN OTHER SECTIONS / C. MATERIALS: ALL MATERIALS WHEN NOT OTHERWISE SPECIFIED SHALL CONFORM � AND BACKFILL WITH CLEAN ALKALIZED SAND (1/2 SACK LIME PER CUBIC YARD) A m �; v � V 1. TEMPORARY FACILITIES AS SPECIFIED IN SECTION 01500. 2.07 CLEANOUIs 3.03 PIPE INSTALLATION TO THE APPLICABLE ASTM, ASME, AGA, AND ASA STANDARDS. MINIMUM OF 4" COMPETELY COVERING ENTIRE PIPE AND FITTINGS. m a on U) •. o a+ °� 2. CUTTING AND PATCHING AS SPECIFIED IN SECTION 01045. FOR CAST-IRON SOIL PIPE, PROVIDE IRON BODY WITH EXTRA HEAVY BRONZE PLUGS A. INSTALL PIPE RUNS STRAIGHT AND TRUE. SPRINGING OR FORCING PIPING INTO U r (n � a D. EQUAL MATERIALS AND SUBSTITUTIONS: IN ADDITION TO MANUFACTURERS J v .- >~ ry 3. CONCRETE WORK AS SPECIFIED IN DIVISION 3, HOWEVER, PROVIDE TEMPLATES SCREWED INTO CAULKING FERRULES, FOR STEEL PIPE, PROVIDE EXTRA HEAVY DESIRED LOCATION IS NOT PERMITTED. INSTALL IN MANNER TO PREVENT ANY ° U N SPECIFICATIONS, THE FOLLOWING SHALL ALSO BE CONSIDERED EQUAL, PROVIDED 3.11 EXCAVATION AND BACKFILLING Q 4 � - a 0 '" N � FOR SPACING AND SIZE OF CONCRETE PADS AND ANCHOR BOLTS FOR ALL CORRESPONDING MODELS MEET ALL SPECIFIED REQUIREMENTS. EQUIVALENT BRONZE PLUGS; AND FOR VITRIFIED CLAY PIPE, PROVIDE VITRIFIED CLAY PLUGS. UNDUE STRAIN ON EQUIPMENT. PROVIDE SMOOTH JOINTS AND UNOBSTRUCTED REQUIRED EXCAVATION AND BACKFILLING SHALL BE PERFORMED UNDER THIS c=n U ~ � 0 r. rn °N` PLUMBING EQUIPMENT. PROVIDE ACCESS PANELS, PLATES, AND FRAMES FOR FLUSH MOUNTING WHERE INSIDE AND OUT, AND REAM PIPE ENDS THOROUGHLY TO REMOVE BURRS. cz a •5 , - N � 0.w SUBSTITUTED MANUFACTURERS EQUIPMENT NAMED HEREIN SHALL BE SUBMITTED SECTION UNLESS OTHERWISE SPECIFIED. CONFORM TO REQUIREMENTS OF DIVISION >- 4. ELECTRICAL WORK AS FOLLOWS WILL BE PROVIDED UNDER DIVISION 16: CLEANOUTS OCCUR IN FINISHED INTERIOR WALLS. EXPOSED PARTS OF FLOOR CONCEAL PIPING IN FINISHED PORTIONS OF THE BUILDING UNLESS OTHERWISE TO ARCHITECT FOR APPROVAL. SUBMIT ALTERNATE SELECTIONS AT TIME OF BID, 2 AND OF PUBLIC AUTHORITIES HAVING JURISDICTION. z A. CONDUIT AND WIRING AS SHOWN ON THE DRAWINGS AND AS REQUIRED CLEANOUTS SHALL HAVE ADJUSTABLE TOP. PROVIDE ACCESSIBILITY TO ALL DIRECTED OR INDICATED. CAP OR PLUG ENDS & OPENINGS IN PIPE & FITTINGS Q LISTING MAJOR EQUIPMENT. CLEANOUTS AND CLEANOUT PLUGS. CLEANOUT SHALL BE THE FOLLOWING: w FOR PLUMBING EQUIPMENT. IMMEDIATELY AFTER INSTALLATION TO EXCLUDE DIRT UNTIL EQUIPMENT IS ITEM MANUFACTURER 3.12 UNDERGROUND PLASTIC PIPE INSTALLATION A. IN FINISHED FLOORS: PROVIDE CAST-IRON WITH POLISHED NICKEL BRONZE INSTALLED OR FINAL CONNECTIONS ARE MADE. PIPE SIZE REDUCTIONS SHALL BE Of 1.03 QUALITY ASSURANCE ACCESS PANELS: MILCOR TRENCHING, BEDDING, BACKFILL AND COMPACTION SHALL BE PERFORMED IN ROUND TOP, NON-SKID DIAMOND TREAD SET FLUSH WITH THE FLOOR. PROVIDE ANCHORED WITH REDUCING FITTINGS. USE NO BUSHINGS UNLESS SPECIFICALLY � A. CODE AND STANDARDS BACKFLOW PREVENTERS: NEPTUNE, HERSEY ACCORDANCE WITH ASTM STANDARD D 2321 "UNDERGROUND INSTALLATION OF o U FLASHING FLANGE WHEN USED WITH WATERPROOFING MEMBRANE. AUTHORIZED. USE NO CLOSE NIPPLES. PROCEED TO ROUGH IN AS RAPIDLY AS p 1. ALL ITEMS SHOWN ON SITE, ARCHITECTURAL OR MECHANICAL DRAWINGS ARE CLEANOUTS: ZURN THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY-FLOW APPLICATIONS" AND >- z z TO BE PROVIDED COMPLETE FROM POINT OF CONNECTION TO FINISHED DRAINS & FLOOR SINKS: ZURN SMITH - 4023 GENERAL CONSTRUCTION OF BUILDING WILL PERMIT AND COMPLETE AND TEST z U) WADE - W-6000 BEFORE ANY LATHING, PLASTERING, OR DRYWALL, OR OTHER FINISH WORK HAS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. Q 0- � > FIXTURE IN COMPLIANCE WITH ALL GOVERNING AUTHORITY REQUIREMENTS. FLUSH VALVE: ZURN m ZURN - ZN-1420-2 COMMENCED. FIT WORK INTO AVAILABLE SPACE AND ACCURATELY ROUGH IN. w = ►-LI p � THESE DRAWINGS OR SPECIFICATIONS SHALL NOT BE CONSTRUED TO PERMIT INSULATION: MANVILLE, OWENS-CORNING, [_- p W WORK IN VIOLATION OF GOVERNING CODES. FIBERGLAS JOSAM - 56010 (ADD -41 WHEN NEEDED) GRADE AND VALVE WATER PIPING SO AS TO ENSURE FOR COMPLETE DRAINAGE 3.13 SPECIALTY ITEMS N z N d O 00 I- 2. IN ADDITION TO THE REQUIREMENTS OF ALL LOCAL AND GOVERNING CODES, PIPE HANGERS & SUPPORTS: GRINNELL, FEE & MASON, B-LINE AND CONTROL OF THE SYSTEM. FURNISH CLAMPS AND/OR CONCRETE THRUST INSTALL AS SHOWN ON THE DRAWINGS, AS HEREIN SPECIFIED, AND AS PER m .� BLOCKS AT DEAD ENDS, ANGLES OR OTHER POINTS WHERE SEPARATION OF RECOMMENDATIONS BY MANUFACTURER. o Z (D ORDINANCES AND AGENCIES, CONFORM TO THE REQUIREMENTS OF THE B. IN MECHANICAL EQUIPMENT AREAS: PROVIDE CAST-IRON WITH HEAVY z a? z PLUMBING FIXTURES: CRANE U LrJ z N N PRESSURE GAUGES: MARSH, MARSHALLTOWN, TRERICE CAST-IRON ROUND TOP, NON-SKID DIAMOND TREAD SET FLUSH WITH THE JOINTS MAY OCCUR. GRADE VENT PIPING TO FACILITATE PIPING TO FREE ITSELF w 4 O m m U) � FOLLOWING CODES AND STANDARDS: 3.14 STERILIZATION = U) (-D � U)in p o A. OREGON BUILDING CODE, 2010 EDITION. SOIL PIPE: TYLER, UNIVERSAL FLOOR. PROVIDE FLASHING FLANGE WHEN USED WITH WATERPROOFING IN CONDENSATION A WATER. B. UNIFORM PLUMBING CODE, 2006 EDITION. SODLERS: HANDY-HARMAN, LUCAS, MILHAUPT MEMBRANE. B. INSTALL PIPING TO AVOID BEAM PENETRATIONS UNLESS SLEEVING IS SHOWN ON STERILIZE EACH SYSTEMS WATER SUPPLY AND DISTRIBUTION SYSTEM WITH LIQUID �__ � Ems-- O U N N N a DRAWINGS. CONSTANTLY COORDINATE WORK OF OTHER TRADES TO PREVENT CHLORIDE OR HYPOCHLORIDE BEFORE ACCEPTANCE FOR OPERATION IN ACCORDANCE o0 � -� U rn r m C. CITY OF TIGARD REQUIREMENTS. STRAINERS: WALWORTH, BAILEY, MUELLER SMITH - 4223 � W .1 .1 WALWORTH, MILWAUKEE WADE - W-6000 INTERFERENCE WITH THIS INSTALLATION. SEEK AND OBTAIN APPROVAL FROM WITH AWWA C601, "STANDARD FOR DISINFECTING WATER MAINS." WORK SHALL BE w Imo-- vn O z 0) rn� > D. STATE FIRE MARSHAL. ARCHITECT IF CORING OR CUTTING OF CONCRETE WORK IS REQUIRED DUE TO COMPLETED BY CONTRACTOR AND UNLESS OTHERWISE REQUIRED BY PUBLIC � cn z F, ~ m •• E. STATE HEALTH DEPARTMENT REQUIREMENTS. WATER PRESSURE REDUCING ZURN - Z-1420-25 E O CD r, a _ O F. ALL REQUIREMENTS OF FEDERAL/OSHA. VALVES: BAILEY JOSAM - 56070 (ADD -41 WHEN NEEDED) FAILURE TO INSTALL REQUIRED SLEEVES PRIOR TO THE TIME OF CONCRETE AUTHORITIES HAVING JURISDICTION, SHALL CONFORM TO THE FOLLOWING: > i_i_ U - - 0. L. ,' I G. ALL OTHER REGULATORY AGENCIES HAVING JURISDICTION OVER THIS VALVES: WALWORTH, MILWAUKEE POUR. COST OF CORING AND CUTTING WORK SHALL BE PAID BY THE A. MATERIALS C. IN WALLS: PROVIDE CLEANOUT TEE COMPLETE WITH SQUARED POLISHED NICKEL SUBCONTRACTOR. 1. LIQUID CHLORINE: U.S. ARMY SPECIFICATION 4-1. m WORK. BRONZE ACCESS PLATE WITH VANDALPROOF SCREWS AND FRAMES. OPENING C. EXPOSED PLATED OR ENAMELED PIPE: PROVIDE CONNECTIONS TO EQUIPMENT 2. HYPOCHLORIDE: LIQUID SHALL CONFORM TO FED. SPEC. 0-C-11RA (INT. 4). J B. GUARANTEES: PROVIDE A WRITTEN GUARANTEE FORM REQUIRED UNDER DIVISION 2.02 PIPE AND FITTING SCHEDULE WITH SPECIAL CARE. SHOW NO TOOL MARKS OR THREADS. B. METHOD: QUANTITY OF CHLORINE SHALL PROVIDE A DOSAGE OF 50 PPM a 1, AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP FOR ONE YEAR. A. SOIL, WASTE, VENT AND STORM DRAIN PIPING: 8"x8" MINIMUM. D. DIELECTRIC UNIONS: PROVIDE CONNECTIONS BETWEEN TWO DISSIMILAR METAL MINIMUM AND SHALL BE INTRODUCED INTO LINES AND DISTRIBUTION SYSTEM IN c=n GUARANTEE SHALL BE INCLUSIVE OF REPAIR OF DAMAGE T0, OR REPLACEMENT 1. BELOW GROUND TO 5' OUTSIDE BUILDING: SMITH - 4558-U PIPES WITH DIELECTRIC UNIONS. APPROVED MANNER. PROVIDE MINIMUM CONTACT PERIOD OF 24 HOURS DURING o (IF SO REQUIRED) OF ANY PORTION OF PREMISES CAUSED BY WATER, OIL, OR ACRYLONITRILE-BUTADIENE-STYRENE (ABS) SCHEDULE 40 PIPE AND FITTINGS WADE - W-8460-S E. UNIONS: INSTALL A UNION ON ONE SIDE OF EACH SHUTOFF VALVE, AT BOTH WHICH PERIOD CHLORINE RESIDUAL SHALL BE MAINTAINED AT 5 PPM MINIMUM, z GAS LEAKS OR BREAKS IN PIPE, FIXTURES OR EQUIPMENT PROVIDED UNDER ZURN - ZN-1445-3 a WITH SOLVENT CEMENT JOINTS CONFORMING TO ASTM F 628 OR ASTM D JOSAM - 58770-15 SIDES OF AUTOMATIC VALVES, AT EQUIPMENT CONNECTIONS AND ELSEWHERE FLUSH OUT SYSTEMS WITH CLEAN WATER UNTIL RESIDUAL CONTENT IS NOT THIS SECTION. 2661. INDICATED OR REQUIRED, UNLESS FLANGES ARE INDICATED. GREATER THAN 0.2 PPM. ENTIRE SYSTEM SHALL BE FLUSHED WITH OPEN AND z 1.04 SUBMITALLS 2. ABOVE GROUND: NO-HUB CAST-IRON PIPE AND FITTINGS CISPI-301. D. IN EXTERIOR GRADES: PROVIDE CAST-IRON BODY, VANDALPROOF COVER, NON- F. FLOOR, WALL AND CEILING PLATES: FURNISH WHERE PIPES PIERCE FINISHED CLOSED VALVES IN LINES BEING STERILIZED SEVERAL TIMES DURING CONTACT o 27 A. SHOP DRAWINGS: B. DOMESTIC HOT & COLD WATER PIPING LOCATED ABOVE GROUND: TYPE L HARD- SKID DIAMOND TREAD, SET FLUSH WITH GRADE OR FINISHED SURFACE. IN NON- SURFACES. PERIOD. W 1. SHOW ALL DETAILS OF ALL PIPING, PIPING SUPPORTS, MECHANICAL DRAWN COPPER TUBE, ASTM B88, & WROUGHT COPPER FITTINGS, ANSI B16.22. G. NOISE: INSTALL SOIL, WASTE, AND WATER PIPING SO AS TO PREVENT ANY C. TEST REPORTS: PROVIDE ONE COPY OF TEST REPORT OF COMPLETE AND EQUIPMENT PADS AND SUPPORTS. C. DOMESTIC COLD WATER PIPING LOCATED BELOW GROUND AND OUTSIDE THE SURFACED AREA, THEY SHALL BE CAST IN A CONCRETE BLOCK 14'x14'x6" DEEP. UNUSUAL TRANSMISSION OF NOISE FROM FLOW OF WATER UNDER NORMAL ADEQUATE STERILIZATION TO ARCHITECT BEFORE FINAL ACCEPTANCE OF WORK. o B. PRODUCT DATA: BUILDING SMITH - 4020-U o CONDITIONS. CERTIFICATES SHALL HAVE ENDORSED SIGNATURE OF AN OFFICIAL OF �, WASDE - W-830OMF J ■ 1. WITHIN 35 DAYS AFTER AWARD OF CONTRACT AND PRIOR TO DELIVERY TO 1. 3" DIA. AND UNDER: TYPE K HARD-DRAWN COPPER TUBE, ASTM B88, ANDH. SHUTOFF VALVES: FURNISH WHERE INDICATED AND REQUIRED FOR ADEQUATE LABORATORY RESPONSIBLE FOR TEST. TESTING LABORATORY SERVICE COSTS a 0 THE JOB SITE OF ANY MATERIALS OF THIS SECTION, CONTRACTOR SHALL ZURN - ZN-1460-15-W/Z-1450-8 FITTINGS ANSI 816.22, SOLDER JOINT TYPE (REFER TO JOSAM - Q . LL BE INCLUDED IN THIS SUBCONTRACT. WROUGHT COPPER 58680-15 CONTROL OF SYSTEMS AND FOR ISOLATION OF FIXTURE GROUPS AND EQUIPMENT. SHAm�� SUBMIT SEVEN COMPLETE BROCHURES OF ALL MATERIALS AND EQUIPMENT, IN PARAGRAPH "PIPE WRAPPING" HEREIN). I. BURIED PIPING: INSTALL WITH MINIMUM 36 COVERAGE UNLESS OTHERWISE ckf CONJUNCTION WITH ALL SHOP DRAWING SUBMITTALS PER DIVISION 1 OF THESE 2.08 SHOCK ABSORBERS SHOWN ON DRAWINGS. LAY PIPING ACCURATELY TO GRADE WHERE INVERT 3.15 TESTS > 2. 4 DIA. AND LARGER: BELL AND SPIGOT CLASS 50 DUCTILE IRON PIPE o SPECIFICATIONS. PROVIDE SHOCK ABSORBERS MANUFACTURED BY PRECISION PLUMBING PRODUCTS ELEVATIONS ARE INDICATED ON DRAWINGS. PROVIDE THRUST BLOCKS AS A. TESTS SHALL BE PERFORMED TO ARCHITECT'S SATISFACTION. CONDUCT TESTS CENTRIFUGALLY CAST, CEMENT- LINED INSIDE. w IN PRESENCE OF ARCHITECT AND AT A TIME SUITABLE TO HIM IF REQUESTED.2. PRODUCT DATA SHALL INCLUDE ALL PLUMBING EQUIPMENT, FIXTURES, PIPE PPP INSTALLED AS INDICATED OR AS RECOMMENDED BY PDI PAMPHLET WWH-201. REQUIRED PER MANUFACTURER'S RECOMMENDATIONS. Q v D. INDIRECT AND CONDENSATE DRAINS: TYPE M COPPER TUBE, ASTM B88 AND (PPP) PROVIDE NECESSARY LABOR AND EQUIPMENT AND BEAR COSTS FOR TESTING. w fn SUPPORTS AND OTHER ASSOCIATED STANDARD ITEMS AS REQUIRED TO J. EQUIPMENT AND MATERIALS: INSTALL PER MANUFACTURERS RECOMMENDATIONS. COMPLEMENT SHOP DRAWINGS. WROUGHT COPPER FITTINGS, ANSI 816.22, SOLDER JOINT TYPE. FURNISH ACCESS PANEL FOR A SINGLE MULTIPLE FIXTURE INSTALLATION (NOT OF K. ACCESSIBILITY: ENSURE INSTALLED WORK IS READILY ACCESSIBLE FOR NORMAL COST OF REPLACING AND/OR REPAIRING DAMAGE RESULTING THEREFROM SHALL o 3. MANUFACTURERS AND SUPPLIERS OF EQUIPMENT SHALL PROVIDE ALL FLUSH VALVE TYPE). IN NO SITUATION SHALL A FIXTURE BE INSTALLED WITHOUT o W Z 2.03 MATERIALS FOR JOINTS, FITTINGS AND VALVES SHOCK PROTECTION. OPERATION, READING OF INSTRUMENTS, ADJUSTMENT, SERVICE, INSPECTION AND BE THE RESPONSIBILITY OF THIS CONTRACTOR. SHOULD THE CONTRACTOR w 4p NECESSARY DATA TO COMPLY WITH THE STATE OF CALIFORNIA BUILDING A. SOIL, WASTE, VENT AND STORM DRAIN CAST-IRON PIPE: REPAIR. FURNISH ACCESS PANELS WHERE INDICATED AND REQUIRED. REFUSE OR NEGLECT TO MAKE TESTS NECESSARY TO SATISFY THE ARCHITECT O Q O ENERGY EFFICIENCY STANDARDS. COMPLIANCE CERTIFICATION FOR ALL 1. 2" AND SMALLER: TYPE 304 STAINLESS STEEL, "NO-HUB" STANDARD WEIGHT 2.09 INSULATION L. PIPE JOINTS: INSTALL SCREWED JOINTS WITH A MINIMUM AMOUNT OF THAT REQUIREMENT OF SPECIFICATIONS AND DRAWINGS ARE MET, SUCH TESTS w EQUIPMENT SHALL BE INCLUDED IN EQUIPMENT SUBMITTALS. COUPLINGS AS APPROVED BY THE CAST IRON SOIL PIPE COMPOUND APPLIED TO THE MALE THREAD ONLY. ALL JOINTS SHALL BE MADE MAY BE MADE BY AN INDEPENDENT TESTING COMPANY AND THE CONTRACTOR Y C. OTHER SUBMITTALS A. ALL PIPE INSULATION SHALL FULLY COMPLY WITH THE STATE OF CALIFORNIA SHALL PAY FOR ALL EXPENSES. '- • LLJ INSTITUTE,CISPI-310-85 WITH (2) TWO STAINLESS STEEL BANDS. EQUIVALENT ENERGY EFFICIENCY STANDARDS. INSULATION THICKNESSES SPECIFIED ARE PER CODE REQUIREMENTS. J U 0/ 1. STERILIZATION TEST REPORT. - M. PROVIDE PIPE ISOLATION AT ALL HANGERS FOR NON-INSULATED PIPE. B. HYDROSTATIC TESTS: CONDUCT BY FILLING PIPING SYSTEM COMPLETELY WITH � I O TO HUSKY, CLAMP-ALL OR MISSION. BASED ON INSULATION DISPLAYING THERMAL RESISTANCES IN THE RANGE OF Q (J, 2. TEST DATA. N. PIPING ROUGH-IN FOR FIXTURES: SUPPORT OR SECURE TO BUILDING WATER AND ELIMINATING ACCUMULATIONS OF AIR SO THAT LEAKAGE, NO MATTER = I 11 2. 3' AND LARGER: TYPE 304 STAINLESS STEEL, NO HUB" BY THE CAST IRON R-4.0 TO R-4.6 PER INCH OF THICKNESS ON A FLAT SURFACE AT A MEAN � D. OPERATION AND MAINTENANCE INSTRUCTIONS: DELIVER TO ARCHITECT THREE STRUCTURE OR FIRMLY ANCHORED WASTE PIPING SO THAT PIPES CANNOT BE HOW SMALL, WILL BE IDENTIFIED ON TESTING GAUGE IMMEDIATELY. MAINTAIN SOIL PIPE INSTITUTE CISPI-310-85 WITH (4) FOUR STAINLESS STEEL BANDS TEMPERATURE OF 75 DEGREE F. THICKNESSES SPECIFIED ARE MINIMUM AND Q Q COMPLETE SETS IN BOUND BOOKLET FORM OF WRITTEN OPERATING AND DISPLACED. DO NOT SECURE TO WALLS. USE OF MAKESHIFT TEMPORARY PRESSURE UNTIL PIPE UNDER TEST HAS BEEN EXAMINED, FOR NO LESS THAN �' 11 MAINTENANCE INSTRUCTIONS AND BROCHURES FOR EQUIPMENT SPECIFIED IN THIS FOR PIPING UP TO 4" AND (6) SIX STAINLESS STEEL BANDS FOR PIPING UP SHALL BE PROPORTIONALLY INCREASED FOR MATERIALS HAVING R VALUES LESS DEVICES, SUCH AS ROPE, WIRE, TAPE, ETC. IS PROHIBITED. 24 HOURS. TEST SYSTEMS AT FOLLOWING PRESSURE: z TO 15"INCHES. EQUIVALENT TO HUSKY, CLAMP-ALL OR MISSION. THAN 4.0 PER INCH OF THICKNESS OR MAY BE REDUCED FOR MATERIALS U ry SECTION. FULLY INSTRUCT OWNER'S OPERATING PERSONNEL AND DEMONSTRATE SYSTEM TEST PRESSURE z 04 HANGERS AND SUPPORTS PIPE INSULATION 3 6 PER INCH THICKNESS EATER THAN 4 B. SOLDER AND FLUX HAVING R VALUES GR . . . w ALL ASPECTS OF PERFORMANCE, OPERATION AND MAINTENANCE. AMOUNT OF DOMESTIC COLD WATER 150 PSI :�_: Q 1. WATER PIPING: EQUIVALENT TO HARRIS "BRIDGIT" LEAD-FREE BRAZING SHALL BE INSTALLED AFTER PIPING IS INSTALLED, TESTED AND APPROVED AND A. LOCATE HORIZONTAL PIPE RUNS FIRMLY IN PLACE USING APPROVED STEEL AND TIME ALLOCATED FOR SAID INSTRUCTION AND DEMONSTRATIONS OF EQUIPMENT DOMESTIC HOT WATER 150 PSI o 1 3: (D AND SYSTEMS SHALL BE INCORPORATED IN THESE OBLIGATIONS. SUBMIT A ALLOY. 95-5 SOLDERS ARE NOT APPROVED. IS IN CLEAN, DRY CONDITION. FIRMLY BUTT INSULATION JOINTS. IRON HANGERS, SUPPORTS, AND/OR PIPE RESTS UNLESS OTHERWISE INDICATED. C. SANITARY SOIL WASTE VENT SYSTEM TESTS: PRIOR TO INSTALLATION OF z • B. ALL HOT WATER AND INTERIOR CONDENSATE DRAIN PIPING SHALL BE INSULATED FASTEN HANGER RODS FROM CONCRETE INSERTS OR FROM APPROVED F- LETTER TO ARCHITECT SIGNED BY OWNER'S REPRESENTATIVE WHO WILL OPERATE 2. COPPER INDIRECT AND CONDENSATE DRAINAGE PIPING: LEAD-FREE SOLDER FIXTURES ALL ENDS OF THE SYSTEM SHALL BE CAPPED AND LINES FILLED WITH WITH NON-CORROSIVE PASTE FLUX. WITH GLASS FIBER PIPE INSULATION WITH FACTORY APPLIED WHITE JACKET, J-M BRACKETS, CLAMPS OR CLIPS. HANG PIPES INDIVIDUALLY OR IN GROUPS ONLY SYSTEMS STATING THAT HE HAS BEEN FULLY INSTRUCTED BY CONTRACTOR WATER TO 10' ABOVE THE SECTION BEING TESTED (INCLUDING VENTS) AND EE CONCERNING OPERATION AND MAINTENANCE OF EQUIPMENT AND SYSTEM. ONE C. SOLVENT CEMENT PIPE, FITTINGS AND VALVES: CEMENT AND PRIMER SHALL BE MICRO-LOK 650 AP, 1" THICK FOR PIPE SIZES OF 1/2" TO 1", AND 1-1/2 IF SUPPORTING STRUCTURE IS ADEQUATE TO SUPPORT WEIGHT OF PIPING AND ALLOW TO STAND UNTIL A THOROUGH INSPECTION HAS BEEN CONDUCTED. 3�: 7- SUPPLIED AS A SYSTEM BY A SINGLE MANUFACTURER AND SHALL CONFORM TO THICK FOR PIPE SIZES TO 1-1/4 AND ABOVE. ALL FITTINGS AND VALVES FLUID. EXCEPT FOR BURIED PIPING, HANG OR SUPPORT PIPE RUNS TO PROVIDE ADDITIONAL SET OF APPROVED INSTRUCTIONS SHALL BE SUITABLY FRAMED MAKE TESTS IN SECTIONS IF SEEN AS NECESSARY. ENSURE INTERCONNECTIONS m ASTM F493. SHALL BE INSULATED WITH PREFORMED INSULATION WITH PVC PREMOLDED ONE FREE EXPANSION OR CONTRACTION WITHOUT STRAIN TO PIPE OR EQUIPMENT. � BEHIND GLASS AND MOUNTED AS INSTRUCTED. BETWEEN EXISTING SECTIONS PREVIOUSLY TESTED ARE INCLUDED IN NEW o D. WELDED JOINTS: WELDING SHALL BE CONDUCTED PERFORMED ONLY BY PIECE FITTING COVER, J.M. ZESTON COVER. ADHERE LONGITUDINAL LAPS AND 1. HORIZONTAL STEEL PIPING: PROVIDE HANGERS OR SUPPORTS EVERY 10' OR u O E. RECORD DRAWINGS: COMPLY WITH REQUIREMENTS OF DIVISION 1. PROVIDE AN SECTIONS IN THE NEW TEST. - O ACCURATE DIMENSIONED RECORD OF AS-BUILT LOCATIONS AND ELEVATIONS, AS QUALIFIED WELDERS, AND SHALL COMPLY WITH ASME BOILER CONSTRUCTION BUTTS OF STRIPS OF JACKET WITH FACTORY APPLIED PRESSURE SENSITIVE TAPE EVERY 8' FOR PIPING 1-1/4" DIA. AND UNDER. Q CODE, ANSI CODE FOR PRESSURE PIPING, AND STATE REQUIREMENTS. SYSTEM, J-M AP-T. FLANGES AND UNIONS SHALL NOT BE COVERED. 2. HORIZONTAL COPPER TUBING: FOR 2" DIAMETER AND OVER PROVIDE 3.16 ADJUSTING REFERRED TO APPROVED BASE DATUM, OF BURIED CONCEALED LINES, C. ALL PIPING UNDER LAVATORIES ACCESSIBLE TO THE PHYSICALLY HANDICAPPED �-' � MANHOLES, CLEANOUTS, VALVES, PLUGGED TEES, CAPPED ENDS AND OF WORK E. UNIONS AND GASKETS HANGERS EVERY 10' OR EVERY 6' FOR PIPING 1-1/2" DIAMETER AND UNDER. AT COMPLETION OF WORK AND AFTER CLEANING OF SYSTEM, FIXTURES AND Of WHICH HAS NOT BEEN INSTALLED AS PER DESIGN DWGS. 1. 2" DIA. AND SMALLER FOR STEEL PIPE: SCREWED MALLEABLE-IRON SHALL BE INSULATED WITH PLUMBEREX SPECIALTY PRODUCTS PRO EXTREME HOT 3. HORIZONTAL CAST-IRON HUB AND SPIGOT PIPING: PROVIDE HANGERS OR EQUIPMENT AND AUTOMATIC PARTS OF PLUMBING SYSTEM SHALL BE CAREFULLY & < GROUND JOINT CLASS 150 WOG, WITH BRASS-TO-IRON SEAT GALVANIZED AND COLD WATER SUPPLY AND 'P' TRAP PREFABRICATED INSULATION. SUPPORTS LOCATED AT EACH HUB. INCREMENTLY ADJUSTED FOR NORMAL OPERATION. ALL FLUSH VALVES AND = 1.05 PRODUCT HANDLING �- OR BLACK TO MATCH SERVICE. 4. HORIZONTAL CAST-IRON NO-HUB PIPING: PROVIDE HANGERS OR SUPPORTS FIXTURE STOPS SHALL BE CHECKED FOR PROPER OPERATION AND FINAL A. PROTECTION: ALL NECESSARY PRECAUTIONS SHALL BE TAKEN TO PROTECT THE 2.10 PLUMBING FIXTURES MATERIALS OF THIS SECTION BEFORE, DURING, AND AFTER INSTALLATION. 2. 2-1/2 DIA. AND LARGER FOR STEEL PIPE: CAST-IRON FLANGED GASKET AT EACH SIDE OF A NO-HUB FITTING. PROVIDE ANTI-SEPARATION BRACING ADJUSTMENTS MADE WHERE NECESSARY. SYSTEM SHALL OPERATE QUIETLY TYPECONFORMING TO ANSI 8161GALVANIZED OR BLACK TO MATCH A. GENERAL: ALL PLUMBING FIXTURE TRIMS & EXPOSED SUPPLIES AND WASTES TO AT EACH 90 DEGREE CHANGE OF DIRECTIONWITHOUT VIBRATION OR NOISEz , . , . . B. REPLACEMENTS: ANY OCCURRENCE OF DAMAGE, SHALL TRIGGER IMMEDIATE BE MADE OF BRASS WITH POLISHED CHROME-PLATED FINISH. FURNISH ui SERVICE, OR 150 LB. FORGED STEEL SLIP-ON FLANGES. 5. VERTICAL PIPING: SUPPORT AT EACH FLOOR PENETRATION WITH IRON PIPE ME REPAIR OF ALL DAMAGED AND DEFECTIVE WORK TO THE APPROVAL OF THE INDIVIDUAL LOOSE KEY STOPS OR, IF SPECIFIED, SCREW DRIVER STOPS FOR 'L' ARCHITECT AT NO ADDITIONAL COST TO OWNER. 3. UNIONS FOR COPPER TUBING: CAST BRONZE, GROUND JOINT PATTERN, SUPPLIES AND, UNLESS INTEGRAL WITH VALVES OR FAUCETS, MOUNT UNDER CLAMPS. m SOLDERED JOINT CONNECTION, ASTM B62 AND ANSI B16.18. 6. SWAY BRACE IN ACCORDANCE WITH NFPA 13. CD Q 1.06 JOB CONDITIONS: 4. DIELECTRIC UNIONS: EPCO, FURNISHED COMPLETE WITH ISOLATORS AND FIXTURE. SEPARATELY TRAP ALL WASTES. MFURNISH EXPOSED SUPPLIES AND B. BRANCHES: PROVIDE SEPARATE HANGERS OR SUPPORTS FOR BRANCH LINES A. EXAMINATION OF THE SITE: EXAMINE THE SITE PRIOR TO BID AND INCLUDE ALL GASKETS OF SAME SIZE AS PIPE, GALVANIZED OR BLACK TO SUIT SERVICE. WASTES TO WALL WITH POLISHED CHROME-PLATED CAST BRASS WALL 6' OR MORE IN LENGTH. m CONDITIONS IN BID PROPOSAL UNDER WHICH WORK IS TO BE PERFORMED. 5. DIELECTRIC FLANGES: F.H. MALONEY CO., TYPE E FLANGES FOR CATHODIC ESCUTCHEONS. PROVIDE ALL LAVATORIES WITH 1-1/2" 17 GAUGE C. SOUND AND ELECTROLYSIS ISOLATORS: INSTALL AT ALL HANGERS AND I- 1.07 MISCELLANEOUS: INSULATION. CHROME-PLATED CAST BRASS P- TRAPS. ALL PLUMBING FIXTURES SHALL BE SUPPORTS FOR HOT AND COLD DOMESTIC WATER LINES. SECURELY ATTACH PIPE w A. EXAMINATION OF THE SITE: EXERCISE CARE IN EXAMINING THE SITE AND 6. GASKETS: 1/16" GARLOCK #17022. WHITE, UNLESS OTHERWISE NOTED OR SPECIFIED BY ARCHITECT. TO WALLS, STUDS, ETC. ALL SUCH PIPING SHALL BE ISOLATED FROM STRUCTURE x COORDINATE ALL WORK INDICATED ON THE DRAWINGS WITH EXISTING CONDITIONS. E. STRAINERS: Y-TYPE WITH SEMI-STEEL BODY AND STAINLESS STEEL SCREEN B. WALL-HUNG FIXTURES: CONTRACTOR TO ENSURE SPECIFIED FIXTURES WITH BY "TRISOLATORS". W z REPORT TO ARCHITECT IN WRITING CONDITIONS THAT WILL PREVENT PROPER WITH PERFORATIONS SUITABLE FOR SERVICE REQUIREMENTS, OR SAME SIZE AS HANGERS OR SUPPORTING ARMS SHALL BE SECURELY FASTENED ON A 1/4" Y cn o PROVISIONS OF THIS WORK. VERIFY DEPTH AND LOCATION OF SERVICE LINES INSTALLED PIPELINE. PROVIDE GATE VALVE WITH HOSE CONNECTION AT EACH THICK BY 6" WIDE STEEL WALL PLATE WHICH EXTENDS AT LEAST ONE STUD 3.05 EXPANSION AND CONTRACTION � w WITH SERVICING COMPANIES HAVING JURISDICTION BEFORE EXCAVATING. BY STRAINER BLOW-OFF. OVER FIRST AND LAST FIXTURE MOUNTING POINTS, OR A TOTAL OF THREE PIPING SUBJECT TO EXPANSION AND CONTRACTION SHALL BE INSTALLED WITHIt: Y of SUBMISSION OF THE BID, THE CONTRACTOR WARRANTS THAT HE HAS 1. 2-1/2" DIA. AND UNDER: BAILEY 100-A SERIES, 125 LB. OR 250 LB., STUDS MINIMUM. FASTEN WALL PLATE TO EACH STRUCTURAL STUD IT CROSSES EXPANSION LOOPS MADE UP OF BENDS, FITTINGS, OR VICTAULIC COUPLINGS, =< C) FAMILIARIZED HIMSELF WITH THE EXISTING CONDITIONS AND WILL PERFORM ALL SCREWED ENDS WITH SCREWED GASKETED CAP. BY TACK WELDING EACH SIDE OF STUD FLANGE AT TOP AND BOTTOM OF PLATE. EXPANSION JOINTS, SWING JOINTS, OR OTHER APPROVED METHODS OR DEVICES. ~o za WORK AS REQUIRED FOR HOOKUP AND AS REQUIRED BY THE CONTRACT 2. 3" DIA. AND LARGER: BAILEY 100-A SERIES, 125 LB. OR 250 LB., FIXTURE OR SUPPORTING ARMS SHALL BE SECURELY AND FIRMLY ATTACHED TO BRANCH LINES FROM MAINS SUBJECT TO EXPANSION AND CONTRACTION SHALL } � � DOCUMENTS AT NO ADDITIONAL COST TO THE OWNER. FLANGED ENDS AND BOLTED GASKET CAP. STEEL WALL PLATE IN COMPLIANCE WITH MANUFACTURER'S INSTRUCTIONS. IN HAVE A SWING JOINT INSTALLED AT A POINT OF CONNECTION WITH THE MAIN. = cz B. PERMITS AND FEES: CONTRACTOR SHALL ARRANGE, APPLY AND PAY FOR ALL F. VALVES: PROVIDE VALVES OF THE SAME MANUFACTURER, OR FOLLOWING THE SITUATION THAT STRUCTURAL STUDS ARE NOT BEING INSTALLED BEHIND RISERS WHICH PASS THROUGH ONE OR MORE FLOORS SHALL HAVE SWING JOINTS NECESSARY PERMITS, INSPECTIONS, EXAMINATIONS, FEES AND CHARGES NUMBERS OR EQUIVALENT BY COMPARATOR CHART OF APPROVED WALL-HUNG FIXTURES, PLUMBING CONTRACTOR SHALL NOTIFY ARCHITECT AND INSTALLED AT THEIR BASE. ANCHOR LINES SUBJECT TO EXPANSION AND o 1i REQUIRED BY PUBLIC AUTHORITIES HAVING JURISDICTION. MANUFACTURER. PROVIDE ADAPTORS FOR VALVES IN COPPER TUBING WHERE MECHANICAL ENGINEER IMMEDIATELY. CONTRACTION BY APPROVED METHODS TO RESTRICT MOVEMENT. o z m C. SERVICE CONNECTIONS: MAKE ALL NECESSARY ARRANGEMENTS WITH NECESSARY. ALL DOMESTIC WATER VALVES, 2" DIA. AND UNDER, SHALL BE C. DRAINS: WHERE INSTALLED IN CONSTRUCTION WITH WATERPROOF MEMBRANE, cwn o APPLICABLE UTILITY COMPANY FOR CONNECTION TO EXISTING SERVICE LINES. BALL VALVES. INSTALL DRAINS WITH FLASHING CLAMP DEVICE WITH CORROSION-RESISTANT 3.06 CORROSION PREVENTION :mm) O PAY ALL FEES ASSOCIATED WITH WORK INCLUDING METERS AND HOOKUP 1. ECCENTRIC VALVES, 2 DIA. AND UNDER, GAS: DEZURIK #425 VALVE WITH CLAMPING BOLTS. JOINT BETWEEN CUPROUS AND FERROUS MATERIALS SHALL BE MADE WITH m [-- CHARGES. UTILITY ASSESSMENT FEES, IF ANY, WILL BE PAID BY THE OWNER D. FIXTURE SEALER: PROVIDE WALL-HUNG FIXTURES WITH WHITE SILICONE SEALER APPROVED NYLON INSULATING COUPLINGS. SEPARATE ALL CONTACT SURFACES OF o Q w N RS49, PLUG SEALS, IRON BODY, SCREWED OR FLANGED, U.L. LISTED. AND ARE NOT PART OF THIS CONTRACT. BETWEEN FIXTURE AND WALL, APPLIED SMOOTH AND EVEN. DISSIMILAR METALS WITH NON-CONDUCTING COATING OR SHEET. z f-- N D. DRAWINGS: DRAWINGS SHOW DESIRED LOCATION AND ARRANGEMENT OF PIPING, 2. GATE VALVES, 2-1/2" DIA. AND LARGER, DOMESTIC WATER: 200 PSI WOG, E. FIXTURES, TRIM AND ACCESSORIES SHALL BE AS SHOWN IN THE DRAWINGS. J U o SOLID WEDGE DISC, UNION BONNET, RISING STEM, FLANGED. EQUIPMENT AND OTHER ITEMS, AND SHOULD BE ADHERED TO AS CLOSE AS GRINNELL 6020A 3.07 CLEANOUTS Q = POSSIBLE. CONTRACTOR SHALL ASSUME THE RESPONSIBILITY FOR COORDINATING NIBCO F-617-0 2.11 SPECIALTY ITEMS A. FURNISH CLEANOUTS WHERE INDICATED AND REQUIRED. UNLESS OTHERWISE � THE WORK WITH ALL OTHER TRADES. WORK SPECIFIED WHICH IS NOT CLEARLY A. DOMESTIC WATER HEATERS: SEE WATER HEATER SPECIFICATIONS LOCATED ON NOTED OR INDICATED, CLEANOUTS SHALL BE ACCESSIBLE WITH EXTENSIONS TO o U DEFINED BY THE DRAWINGS SHALL BE INSTALLED AND ARRANGED TO THE CRANE 465 Y2 DRAWINGS. GRADE, TO OUTSIDE OF BUILDINGS, OR TO FLOORS ABOVE AS SHOWN OR z W STOCKHAM G-623 Q Q SATISFACTION OF THE ARCHITECT. IF CHANGES IN INDICATED LOCATIONS AND B. FIRE SAFING: SAFE ALL PIPE PENETRATIONS THROUGH FIRE RATED WALLS AND REQUIRED. DO NOT LOCATE CLEANOUTS IN PUBLIC LOBBIES AND PUBLIC ARRANGEMENTS ARE DEEMED NECESSARY BY ARCHITECT, THEY SHALL BE FLOORS WITH U.L. LISTED PROSET OR NELSON FIRE SAFING AND SHALL BE . CORRIDORS UNLESS SPECIFICALLY APPROVED BY ARCHITECT. � a [-- 3. PARTITION STOP VALVES: T&S 8415, LOOSE-KEY TYPE WITH WALL FLANGE. o W COMPLETED BY CONTRACTOR WITHOUT ADDITIONAL CHARGES PROVIDED THEINSTALLED IN STRICK ACCORDANCE WITH MANUFACTURERS DIRECTIONS. THE B. MEMBRANES: WATERPROOFING MEMBRANE LOCATED UNDER FLOOR SHALL HAVE U [- 1 4. BALL VALVES, DOMESTIC WATER: BRONZE, FULLPORT, CLASS 150, � m CHANGE IS ORDERED BEFORE WORK IS INSTALLED AND NO ADDITIONAL REQUIREMENTS OF ALL LOCAL AND GOVERNING AUTHORITIES, THE ORIGINAL MEMBRANE BROUGHT TO CLEANOUT WITHOUT PUNCTURING, AND PERMANENTLY Q (D � =) MATERIALS ARE REQUIRED. THREADED DESIGN, AND THE REFERENCED STANDARDS. ANCHOR TO INTEGRAL ANCHORING FLANGE WITH A HEAVY CAST-IRON CLAMPING z °=° w GRINNELL 3750 OR 171N w cn Of COLLAR AND RUSTPROOFED BOLTS. - J NIBCO T-585 � � ¢ �-- F-- NIBCO URY T- C. COVERS: LOCATE CLEANOUT COVERS WITH ALL FINISHED WALL, FLOOR OR < m � � w w GRADE AND IN ALL CASES SHALL BE SECURELY ANCHOR BY MEANS OF w 2 ¢ J :�E � � i c� INTEGRAL LUGS AND BOLTS. WHERE SURFACING MATERIAL SUCH AS RESILIENT o 2 Q m � cn � � � NOTES: PROVIDE FLANGED IRON BODY VALVES OR EQUIPMENT USED IN � W Q Q � �=„ Q o Q o I COVERING IS SPECIFIED, ASCERTAIN THICKNESS BEING USED AND SET CLEANOUT o COPPER PIPING SYSTEMS WITH MALONEY FLANGE AND BOLTS INSULATING KITS. = J � � � w o-- in n- in C14 TOP TO FINISH AT FLOOR LEVEL FOR SMOOTH FLOOR FINISH. CD F_ F_ m � o o -> G. CHECK VALVES D. USE ACORN 3500 THREAD COMPOUND. > ch m cA z CD m CD m zz 1. HORIZONTAL SWING: 0 �' �' ~ z o z o z C713.08 ACCESS BOXES AND PANELS U >_ >_ w Q � w w -0 A. 2" DIA. AND UNDER (200 PSI WOG), BRONZE SCREWED CAP, SWING. A. FURNISH VALVE BOXES FOR VALVES LOCATED BELOW GRADE. FURNISH METAL o t= t= = J = J � J j THREADED SOLDER ACCESS PANELS OF SIZE AND TYPE HEREINBEFORE SPECIFIED FOR VALVES OR 2-1 �' " �' m m v m v _ GRINNELL 3300, 3300SJ SHOCK ABSORBERS LOCATED IN CONCEALED AREAS. >_ a, NIBCO T-413(BWY), S-413(BWY) B. ACCESS BOXES AND PANELS: SHALL BE SET FLUSH WITH FINISHED WALL, [if N N N N N N ~ CRANE 37, 1342 FLOOR OR CEILING. DOOR OR PLATE LOCATED IN FINISHED WALLS SHALL BE m � � 6 'n � (6 � 0 � � STOCKHAM 320, B-309 REMOVED DURING CONSTRUCTION OR BE OTHERWISE SUITABLY COVERED TO � o rO LD r- 000 CD o a PROTECT FINISH. n 0 0 0 0 0 0 0 cn B. 2-1/2" DIA. AND LARGER (200 PSI WOG), IRON BODY, BRONZE TRIM, C. OUTSIDE GENERAL SERVICE ACCESS BOXES: FURNISH WITH METAL, ASBESTOS _ _0SCREWED CAP, SWING, Y-PATTERN, REGRINDING, FLANGED. CEMENT, OR CLAY PIPE SLEEVE EXTENSIONS WHERE ADDED DEPTH IS �__ N o GRINNELL 6300A NECESSARY. DO NOT LOCATE BOXES IN PUBLIC WALKS, DRIVEWAYS OR Of 0 NIBCO F-918-B COVERED PASSAGES UNLESS INDICATED. L_STOCKHAM G-931 DEFERENCE ONLY PRO N Ln H . PRESSURE REDUCING VALVES - PRV-1 z PA/PM: A. CATALDO NOT APPROVED WITH THIS PERMIT ��G��F�J'f�� o 17,653 z" ¢ DRAWN BY: - N 1. 1 DIA. AND UNDER: CLA-VAL #990. '� 0 2. 1 -1/4" DIA. AND LARGER: CLA-VAL #90-01. U OREGON �, m JOB NO.: SNR12-0011-00 4 v cn .. __D Off, 99C ,A..,0q\� o SHEET 0 N coRenews:June 30 a w CD POm2 0 coI--- w CL I =111- 11 I CAU I ION : 11- IHIS SHEEI IS NUI JO" x42 5 A KEUUOEU PNIN Y a W w o (z Ld O � z t� w � � j� o � V U LL] 0 O w :2 0 p W �..` LL- 0 coLLJ • a 00 LLJ \ F1=, . N v V N O N N ay O (3, w o i z o z Q > IJ wo (D oco o cm C4 x 7 7. . w � ZOZo)o T� U �. O 0. .'. LL. LLJ \ � h . . . . . \ m I - - - - - - - - - - - - - - - - .4 o Ld i ..... . . . . . . . . . . cn--- - \ Q \ \ 0 I �` . . . . . . . . ' L I o7 7 ` w 4 I I/E/=-3. 5' / • W Z Ld Q O w < V I Q U) O m Z / r U O ROPOSE I • Lli z cn ' OPEN AIR , I a NURSERY I J o o I Q w ORCHARD SUPPLY HARDWARE EXISTING BUILDING ® va I <C Ld Q — In I In ROPOSE Ld -- I X GREENLd En- o > r I cn W icif w Y W 1 H 1 H 1 HI I-H ,..�{ Wa• E W I�-1-1-41 _I I-�-�-�•I I-E-4-H o _ p W LL- 1141441414Ld 0111 1111 II1 ' w z _ m Q i ! I _ (n p VJ V J m J � I O Q m m (n —_... Z w - ------ W T < F Z Z J Q � :iE W J � ::E� O Q m Z Z 3 Q Q � Q O Q O O � � ( NN 0 � m � W pp>- M U) U W WPLUMBING SITE PLAN Uo SCALE: 1"=20'-0" >- w z -J w -J w z z o z o z J p J p J cl- Z U U U W m U m U Q PLUMBING NOTES OfN N N N N N N N O a O1 REFER TO CIVIL ENGINEERING PLANS FOR CONTINUATION OF NEW 4-INCH STORM 0 0 0 0 0 0 0 D DRAIN PIPE LINE. w (n N L W S QFF� Q o �G L N FF `rip z PA/PM: A. CATALDO N O — 9 0 REFERENCE ONLY 1653 DRAWN BY: N NOT APPROVED WITH THIS PE T w OREGON ` JOB -0011-00 N . o 4. Q' N �Ah S. Gp,� Q SHEET 0 N N Renews:June 30 o z _n o Q U p p ■ o w W (n w CAU I ION : 11HIS SHEEI IS NUI JOU x42 11 IS A RLDUCED PRN 1 A B c D E F G pq Lu F_ 0 (E) cl 0 0 0 0 0 (E)1:" 4" F :ZU F1 U u u Ld ............................. .................. VaDu m _j 7�_ < Li _j �I ( I < 2" C, LL. 8 2 0 Li 2 0 Li CD to m CC Q) Lo 0 0 „ 4 I I 't I ( II I , 6 10101,J — — — — — — — — — — 0 o 4 o —CZ C m 14 Lu J, m u U _j 0 lu __j < CD cul) u u 0 "t all ia. a_ of 3 0 V) m 0 LLI z < w wo ............ .................. C) w cn M o 00 II 0- cm q m cq m LU Z N 0) m M Lo I L \-4" Lo in 0 0 0 c\1 N c� x i Z: f:D F= UU . . — m 0 0) 0) =D — wl U) o z 00 Ci)�* > m LL] CL LL n (L ............. 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T_ T_ — — — — — — — — ............................ ...................................... 1, 4= __ , 7 Z u� cn < m W _j __j [if Of 0� < < I- cn < 0 < 0 cn LI- cn M Ld 5; LLJ T ck� =) 0 M Ld C) LU C111 PLUMBING DEMOLITION FLOOR PLAN >_ 2 m m (f) Z 0 (�T IL =) =) — i-- 0 D (n V) SCALE: 0 VC) >_ Ld < Lj LLJ U u a- m u m u 0 DEMOLITION NOTES GENERAL NOTES F_ .21 Of c"i N C'A N N C14 N (N LU < N c2 (NO EXISTING FLOOR DRAIN TO BE REMOVED. CAP WASTE PIPING BELOW FLOOR AND (D EXISTING WATER CLOSET TO BE REMOVED. CAP WASTE PIPING BELOW FLOOR AND 1. OWNER SHALL HAVE FIRST RIGHT OF REFUSAL ON ALL ITEMS INDICATED TO BE 4. RELOCATE EXISTING UTILITIES AS NEEDED FOR COMPLETE INSTALL OF NEW 1. CONTRACTOR SHALL CLEAN ALL EXISTING FIXTURES NOT INDICATED TO BE 0 -a Of 0 L6 co C6 r- 00 0) C5 CL ABANDON PIPES, CAP WATER AND VENT PIPING ABOVE CEILING AT BRANCH ABANDON PIPES, CAP WATER AND VENT PIPING ABOVE CEILING AT BRANCH REMOVED. CONTRACTOR SHALL VERIFY ALL SUCH ITEMS WITH OWNER PRIOR TO FIXTURE. REFER TO NEW CONSTRUCTION PLANS FOR EXACT FIXTURE LOCATIONS. a_ CD cD cD cD 0 CD CD REMOVED TOA "LIKE NEW" CONDITION. IF THE EXISTING FIXTURE IS UNABLE TO Cf) SOURCE AND REMOVE. LEAVE NO DEADLEGS. SOURCE AND REMOVE. LEAVE NO DEADLEGS. REMOVAL. ALL ITEMS NOT REFUSED BY OWNER SHALL BE REMOVED INTACT AND RELOCATE EXISTING WASTE AND VENT STACK AND OR WATER RISER FOR BE CLEANED TO THIS CONDITION OR IS CURRENTLY DAMAGED, THE CONTRACTOR Lij I I I _0 REMAIN FULLY FUNCTIONAL BY CONTRACTOR FOR OWNER'S USE. ALL ITEMS REMODEL OF EXISTING RESTROOMS, PATIENT ROOMS AND MISCELLANEOUS ROOMS. SHALL NOTIFY THE OWNER FOR DIRECTION. THIS IS TO HANDLED ON A FIXTURE cv 0 EXISTING WATER HEATER TO BE REMOVED AND ALL ASSOCIATED HOT AND COLD EXISTING URINAL TO BE REMOVED. CAP WASTE PIPING BELOW FLOOR AND REFUSED BY OWNER SHALL BE PROPERLY DISPOSED OF BY CONTRACTOR. BY FIXTURE BASIS. Of U WATER PIPING. ABANDON PIPES, CAP WATER AND VENT PIPING ABOVE CEILING AT BRANCH < on o SOURCE AND REMOVE. LEAVE NO DEADLEGS. 2. REMOVE EXISTING FIXTURES AND EQUIPMENT AS INDICATED. HOT WATER, COLD 2. ALL EXISTING FIXTURES BEING REMOVED AND REINSTALLED SHALL BE STORED IN U) 4 2: PA PM: A. CATALDO CN EXISTING PRESSURE REGULATING VALVE (@75 PSI) AND MAIN SHUT—OFF VALVE WATER, VENT AND/OR GAS PIPING SERVING SUCH ITEMS SHALL BE REMOVED TO SUCH A MANNER THAT THEY WILL NOT BE DAMAGED. IF THE EXISTING FIXTURES 0 CD TO BE REMOVED AND RELOCATED. REFER TO NEW CONSTRUCTION PLANS FOR EXISTING LAVATORY TO BE REMOVED. CAP WASTE PIPING BELOW FLOOR AND BRANCH MAIN AND CAPPED OR PLUGGED UNLESS OTHERWISE NOTED. WASTE ARE DAMAGED BY THE CONTRACTOR, THE FIXTURE SHALL BE REPLACED BY THE 17,6_53 < DRAWN BY: — NEW LOCATION. ABANDON PIPES, CAP WATER AND VENT PIPING ABOVE CEILING AT BRANCH PIPING SERVING SUCH FIXTURES SHALL BE REMOVED TO A SUITABLE POINT CONTRACTOR AT NO COST TO THE OWNER. SOURCE AND REMOVE. LEAVE NO DEADLEGS. BELOW FINISHED FLOOR OR BEHIND WALL AND CAPPED OR PLUGGED UNLESS U) REFERENCE ONL JOB NO.: SNR1 2-0011—00 -0 OTHERWISE NOTED (INCLUDING FLOOR DRAINS, WALL AND FLOOR CLEANOUTS). 3. ALL FLUSH VALVES ARE TO BE REBUILT TO FUNCTION "LIKE NEW". IF THE OREGON 0 EXISTING SERVICE SINK TO BE REMOVED. CAP WASTE PIPING BELOW FLOOR AND 'NOT APPROVED WITH THIS PE BELOW SLAB WASTE PIPING SHALL BE ABANDONED IN PLACE OR REMOVED AS EXISTING FLUSH VALVE IS DAMAGED OR IS UNABLE TO BE REBUILT, THE 0 N% ABANDON PIPES, CAP WATER AND VENT PIPING ABOVE CEILING AT BRANCH CH14.N NECESSARY TO AVOID INTERFERENCE WITH NEW WORK. ALL ELECTRICAL CONTRACTOR SHALL NOTIFY THE OWNER FOR DIRECTION. THIS IS TO HANDLED S'�o SHEET SOURCE AND REMOVE. LEAVE NO DEADLEGS. �L/ S. < C) COMPONENTS SERVING EXISTING TO BE REMOVED EQUIPMENT SHALL BE ON A FIXTURE BY FIXTURE BASIS. G C`4 DEMOLISHED AND REMOVED TO POINT OF ORIGIN. :cf L4� 50 EXISTING DRINKING FOUNTAIN TO BE REMOVED. CAP WASTE PIPING BELOW FLOOR Renews: June 0 AND ABANDON PIPES, CAP WATER AND VENT PIPING ABOVE CEILING AT BRANCH -:) 1 3. LEAVE NO ABANDONED WATER PIPE. < SOURCE AND REMOVE. LEAVE NO DEADLEGS. P201 Ld CAU I ION : 11- 1 HIS SHEE I IS NO I ,50•• x42" I IS A REDUCED NKIN 1 Y A B C D E F G p4 Z Q �\/r i i �\/� i w ._ .� $ � --- ---- --- ---- --- - co _ - -_ — _ � — - - - - - - - - - - -- - z fm) 0 » o 0 0 0 0 0 _._..— --- -- -- — -- ----- -- — „ I LL L L�L�L�L I 1 ---- 1"'� - - 1 RPBP-1 I1FT_ I I z •i 4,. LIJ 1 _ -L __ .._L_ - - .L - -) - jr-7 CW - - --BCW - Il i FOR CONT, _ T _ _� _ � _ _ T _ _ � _ � _ _ T _ F= = = T _ � _ ! 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I I I I I t I I I I I i I i i i i I I I (251 - -t - - r- - -I - - +- - -I- - �� (I I! 11 !I !! iI I) !I [ fA ¢ F-- F- ___- -- ---- — — — -- - - - � 7 Q ~ W W 3 I I I I I I I I I/ I- 1� � QQ1- 0000 p J Qm � (n n W J J m Z Of Z _ cn r W W (n W N m m N O m W m w N PLUMBING FLOOR PLAN " mmmZ0X0X SCALE: 1/8"=l'-O" vo } w z o w �_ w F- J J m _3 :5 J j zQ UUUa. mUmU PLUMBING NOTESOf N '� O7 INSULATE ALL EXPOSED DOMESTIC WATER PIPING IN NURSERY WITH Y2-INCH O NEW PLUMBING FIXTURE (S-1) TO CONNECT TO EXISTING UTILITIES (WASTE, VENT, 0 o 4 L6 (D 6 r: ado cy; o CL THICK MOLDED FIBERGLASS PIPE INSULATION HAVING ASJ JACKET, VAPOR HOT AND COLD WATER) IN WALL. CONTRACTOR TO FIELD VERIFY EXACT SIZE AND 0- o O o 0 0 0 0 .- N AR IE A D HIT P C R P R PE IFI TI NS LOCATION OF EXISTING UTILITIES PRIOR TO INSTALLATION. REARRANGE EXISTING _ -Hi o AS NEEDED. ~ a ® POINT-OF-CONNECTION OF NEW 4-INCH WASTE LINE TO EXISTING WASTE BELOW W Of FLOOR. CONTRACTOR TO FIELD VERIFY EXACT SIZE, DEPTH, AND LOCATION PRIOR O POINT-OF-CONNECTION OF NEW 1-INCH COLD WATER TO EXISTING 1-INCH COLD OF�cN o` TO SAW CUTTING OF FLOOR. WATER LINE AT EXTERIOR OF BUILDING. CONTRACTOR TO FIELD VERIFY EXACT �G 1 EF c1'`o Z PA/PM: A. CATALDO cq 4 SIZE AND DEPTH PRIOR TO INSTALLATION. 17653 9 Lo C) O POINT-OF-CONNECTION OF NEW 2-INCH COLD WATER LINE TO EXISTING WATER �' Q DRAWN BY: - N LINE IN CEILING SPACE. CONTRACTOR TO FIELD VERIFY EXACT SIZE AND O3 1-INCH INDUSTRIAL COLD WATER UP TO HIGH CEILING HEIGHT. LOCATION PRIOR TO CONNECTION. OREGON �y v JOB NO.: SNR12-0011-00 o ® Y4-INCH INDUSTRIAL COLD WATER DOWN AT WALL TO HOSE REEL. O 9 { N N 5 PIPING SHALL NOT BE INSTALLED IN EXTERIOR WALL OR IN ANY LOCATIONS REFERENCE ONLY' `rFAy S.Gz Q O SUBJECT TO FREEZING. NOT APPROVED WITH THIS PERMIT Q SHEET N N Renews: June 30 0 © INSULATE ALL COLD WATER AND CONDENSATE PIPING WITHIN THE BUILDING WITH z Y2-INCH THICK MOLDED FIBERGLASS PIPE INSULATION HAVING ASJ JACKET AND VAPOR BARRIER. o P202 ,,,_, U) I=- CAU I ON : I � I HIS SHEE I IS NO I . U x42 I I IS A REDUCED -'KIN PLUMBING NOTES Y O O 4-INCH WASTE DOWN WITH WALL CLEANOUT. 11 1-INCH COLD WATER DROP IN WALL. O2 3-INCH WASTE DOWN WITH WALL CLEANOUT. 12 1-INCH HOT WATER DROP IN WALL. ¢ LU O c� o Cu O3 2-INCH WASTE DOWN WITH WALL CLEANOUT. 13 TP-1, BEHIND ACCESS PANEL WITH (2)TWO Y2-INCH TRAP PRIMER Z � DOWN, SEE DETAIL #5/P3.1. w ® 4-INCH VENT UP THROUGH ROOF. w .5 O5 RELOCATED PRESSURE REGULATING VALVE (@75 PSI) AND MAIN w SHUT-OFF VALVE. O © 2-INCH COLD WATER DOWN TO PRESSURE REGULATING VALVE AND o O MAIN SHUT-OFF VALVE. = U � L CONCRETE FLOOR CLEANOUT 0 2-INCH COLD WATER UP TO CEILING SPACE. � MANUFACTURERED BY J.R. SLAB SMITH #4028C ® 2-INCH COLD WATER DROP IN WALL TO 2-INCH COLD WATER o rT1 ,tm HEADER. PROVIDE SHUT-OFF VALVE BEHIND ACCESS PANEL. CU m � p O9 3/4-INCH COLD WATER DROP IN WALL. 0 - � C 10 3/4-INCH HOT WATER DROP IN WALL. a c. � 1 14 «. .�. J I I I wo Li U I 3 4 0 CAST-IRON RISER WITH z - COMPACTED SOIL FOR 10 2 9 LU SUPPORT 9 3 4 _ — O rn l.._............ ( . o SEWER PIPE - 22rr m U N N (TYP.) ----- - I 2" 2 4 12 I v rn 3 n I I 2" 11 / 2rr I I m N v cry N y INSTALL 1/8" BEND AT _._. ._: - - _- _�- --I Q W p. v N N / POINT OF TERMINATION OF i 2 I Ln V b. a MEN'S r l 5 :: .- ...r I I . w I LINE (TYP.) RESTROOM` 10 Ii / I 7 I ; 2" a ................ m 2rrFD-1 I w �. 5I SS-1 2°° 6 _ _ Z WC-2 WC-1 i z �� U-1 U-2 I --- w 2' a W j ; ZD L.r_T -.4 r 1 �\ I �_ Lir Ir cq _. Orr \ 4rr . � S w U Lo --2 I` t 2,r L� 2_1 d N N N i 4 i o � �iVV� � .- m SCALE SCALE �.�rf� 1 \ l \ � o tit OU TO GRADE DISHWASHER CONNECTION 6 CLEANOUT 3 � w �. ° ZLd � � NONE NONE WC-2 WC-1 WC-1 WC-1I 1 STORAGE z _ 0 .. I L Li 2rrFD-1 2" i m WOMEN'S S � RESTROOM I I ! a 104 2„ 2rr� i o 2,r Q cn 1 o STRUCTURE ABOVE CABLE CLAMPS I in (2 EACH END)(TYP.) Uj 45' EYEBOLT (TYP.) 45' -- -._._......._................_.........._... ......_.__..._._.. ... .. ._._._._......._...-.._..._._.... ..__........-_............_....... - _-�- -----------------...__..__...__ r 1-- Q CABLE RESTRANT -I 9 I �` --I I � - 10 (GALV. AIRCRAFT CABLE) STRUCTURAL 4 3 I I \' o CHANNEL _ I I \ J w M SPRING HANGER - - i iz LIJ ATTACHED TO o z STRUCTURE ABV. STANDARD U-BOLT - I O (TYP.) PROVIDE SHIELDS I I I »„ Q ON INSULATED PIPES ° CABLE CLAMPS L - � SECTION SECTION (2 EACH END)(TYP.) �' BREAK ' Ljj I 2 rrI lb ROOM CLEVIS HANGER J �^ 45' PROVIDE SHIELDS - 1 j4" I I 2" I 0 cn ON INSULATED PIPES - N Q 4 zo Q ry 90' 90' I z w rrQnn - _j sOV J . t ♦^ V 45' V) TYPE 1 SUPPORT TYPE 2 SUPPORT S=1 _ M I i I o 0 i I R=1 I NOTES: (� a Q 1. CABLE SIZE IS DETERMINED ASSUMING TOTAL LOAD ON ONE CABLE. LLJ 2. ANCHOR BOLTS ARE KWIK-BOLT CONCRETE INSERTS (OR EQUAL) t - - a 10 3. BOLT SIZE IS DETERMINED ASSUMING TOTAL LOAD ON ONE BOLT OR BOLT GROUP. I = 4. SIZES SHOWN ARE MINIMUM. 4 3 5. CABLE TO BE SLACK & ALLOW 1/4" MOVEMENT BEFORE BECOMING TAUT. w 6. TRAPEZE CHANNELS REQUIRE WEB STIFFENERS 1/4" MINIMUM. i w CD a m m w TRAP PRIMER SCALE PIPE SUPPORT DETAIL SCALE 4 ENLARGED RESTROOM AND BREAKROOM PLAN SCALE w z NONE NONE 1/4"=1'-0' Y O � � 0 w w Y � QLq O O W Z Q Z Z Q w z � o o w w v BALL VALVE IN CEILING < o SPACE WHERE ACCESSIBLE CHECK VALVE (TYP.) m W COLD WATER Q N HEADER BALL VALVE (TYP.) �i J 7Q QQ C.W. — z _— Ln Q H.W. 5--�— o 1 z z Y2 r A.S.M.E. RATED TEMP. m Q Q NOTE: & PRESS. RELIEF VALVE J Q PROVIDE ACCESS PANEL o � AS REQUIRED Q Q m cn 1 w *16 GA. x 1" WIDE STEEL STRAP Q Y a r- AROUND WATER HEATER & ANCHOR - w w f- Q Q Q 1_ N Q o Q o TO WALL STUDS. (TYP. 2) o Uj 2 Q m F_ cn cn o UNION (TYP.) � _ -J � � gwww � Li w ACCESS PANEL SHALL BE TRAP PRIMER VALVE � W m m cn z � 0 Of m m m O cn cn E- z z f- z F- READILY ACCESSIBLE I PRECISION PLUMBING v >_ w Q o w o w FL I I PRODUCTS INC. MODEL P2 WH Q E) F cU a_ m m U I I » 1 NK N N N N N N N N DISTRIBUTION UNIT, 4 I THERM X-TRO0 \-"AMTROL" LN#ST-5,SION AMTD. ON WALL. W T WHERE REQUIRED Lijo o N - (D N o FUSED DISCONNECT SWITCH ¢ N o N cv Q o o I & POWER BY ELECTRICAL a- o 0 0 0 0 0 0 �' ROUTE DRAIN LINE — _ _ J - _ 16 GA. DRAIN PAN N a TO FLOOR SINK. W/ DRAIN TO FS �� LU o � a HOUSEKEEPING PAD FINISHED TP TP FLOOR »r 53�� o PA/PM: A. CATALDO 1714 Ln yrr Y2r < DRAWN BY: - cv *ONE STRAP LOCATED AT UPPER Y3 AND ANOTHER OREGON h LOCATED AT LOWER Y3 OF TANK HEIGHT "p�'9 9°' kv w JOB NO.: SNR12-0011-00 n REFERENCE ONLY sFA�" '4 �,¢� N NOT.APPROVED WITH THIS PERMIT CD z SHEET N Renews: June 30 CDco z ir .n o Q 1 CD P3m Cl SCALE SCALE cn — NONE 8 TRAP PRIMER & DISTRIBUTION ASSEMBLY NONE 5 ELECTRIC WATER HEATER W/PUMP NONE 2 CAU I ION : 1- I HIS SHEEI IS NOI JO" x42•• 11 IS A KEUUUEU NKIN 1 Y 0_ N Z W Q W ® � O Z GENERAL NOTES: POWER LIGHTING BRANCH CIRCUIT ABBREVIATIONS zCCU; 1. PROVIDE ALL MATERIALS AND LABOR AS REQUIRED TO ACHIEVE Acu COMPLETE AND OPERATING SYSTEM. SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION ABBR. DESCRIPTION ABBR. DESCRIPTION 0 2. COORDINATE AND OBTAIN APPROVALS FROM ALL RESPECTIVE UTILITY COMPANIES AS REQUIRED FOR A COMPLETE AND w OPERATING INSTALLATION. STANDARD 20A, 120V-10 GROUNDING TYPE DUPLEX RECEPTACLE WALL RECESSED OR SURFACE MOUNTED LIGHTING FIXTURE (REFER TO LIGHTINGCONDUIT CONCEALED WITHIN BUILDING WALLS OR CEILING SPACEhw 4- . A, AMPS AMPERES MIN MINIMUM L 3. INSTALL RACEWAY SYSTEMS FOLLOWS: MOUNTED AT +18" A.F.F. - U.O.N. FIXTURE SCHEDULE FOR MORE INFORMATION). A/C AIR CONDITIONER MLO MAIN LUG ONLY 3.1. USE RIGID GALVANIZED STEEL IN ALL AREAS EXPOSED TO WEATHER OR PHYSICAL DAMAGE. STANDARD 20A, 120V-10 GROUNDING TYPE FOUR-PLEX RECEPTACLE _ CONDUIT ROUTED BELOW FINISHED GRADE AND / OR CONCRETE SLAB. AC ALTERNATE CURRENT OR ABOVE COUNTER MOCP MAX OVERCURRENT PROTECTION 0 3.2. USE FLEXIBLE METALLIC CONDUIT ONLY IN AREAS AS WALL MOUNTED AT +18" A.F.F. - U.O.N. ® - INCLUDE CODE SIZED COPPER BOND CONDUCTOR (NOT SHOWN ON PLAN) � I�■y PERMITTED BY LOCAL CODE AUTHORITY. USE SEAL-TITE IN IN ALL NON-METALLIC CONDUIT RUNS. AF AMPERE FRAME MTD MOUNTED W AREAS EXPOSED TO WEATHER. STANDARD 20A, 120V-10 GROUNDING TYPE GFCI DUPLEX RECEPTACLE RECESSED OR SURFACE MOUNTED EMERGENCY LIGHTING FIXTURE CONNECTED m � C3 3.3. USE COMPRESSION TYPE FITTINGS FOR ELECTRICAL METALLIC WALL MOUNTED AT +18" A.F.F. - U.O.N. TO INTEGRAL BATTERY BACKUP OR EMERGENCY GENERATOR POWER SOURCE _ _ LOW VOLTAGE WIRING FOR OCCUPANCY SENSOR. AFF ABOVE FINISHED FLOOR MSB MAIN SWITCHBOARD 0 TUBING WHERE UTILIZED. (REFER TO LIGHTING FIXTURE SCHEDULE FOR MORE INFORMATION.) AFG ABOVE FINISHED GRADE MSG MAIN SWITCHGEAR 3.4. USE P.V.C. CONDUIT UNDERGROUND WITH CODE SIZED STANDARD 20A, 120V-10 GROUNDING TYPE GFCI FOUR-PLEX ME GROUND. CONDUIT RISERS AND STUBS ABOVE GRADE SHALL BE RECEPTACLE WALL MOUNTED AT +18" A.F.F. - U.O.N. _ TANDEM WIRED CONNECTION. AIC AMPERE INTERRUPTION CURRENT N NEUTRAL w co I.M.C. WITH HALF-LAPPED TAPE COVERING OR P.V.C. COATING. ry Q J STANDARD 20A, 120V-10 GROUNDING TYPE DEDICATED DUPLEX STRIP LIGHTING FIXTURE. AL ALUMINUM NEC NATIONAL ELECTRICAL CODE < 4. ALL NEW WIRING SHALL BE COPPER TYPE 'THHN/THWN - U.O.N.. RECEPTACLE WALL MOUNTED AT +18" A.F.F. - U.O.N. �� HOMERUN TO DESTINATION AS INDICATED. REFER TO CONDUIT SYMBOL ,l 5. CONDUIT FOR ROOF MOUNTED EQUIPMENT SHALL BE ROUTED BELOW - � ABOVE. ARCH ARCHITECT/ARCHITECTURAL NIC NOT IN CONTRACT O THE ROOF WITHIN THE BUILDING. STANDARD 20A, 120V-10 GROUNDING TYPE DEDICATED FOUR-PLEX w 6. ALL FIXTURE, DEVICE, ETC... LOCATIONS SHALL BE VERIFIED WITHSTRIP EMERGENCY LIGHTING FIXTURE. AS AMPERE SWITCH NL NIGHT LIGHT U RECEPTACLE WALL MOUNTED AT +18' A.F.F. - U.O.N. �� CONDUIT STUB OUT. CAP, MARK AND RECORD. ARCH. DRAWINGS AS WELL AS EQUIPMENT SUPPLIER REQUIREMENTS o PRIOR TO ANY ROUGH-IN WORK. AT AMPERE TRIP NTS NOT TO SCALE STANDARD 20A 120V-10 GROUNDING TYPE SIMPLEX RECEPTACLE, WALL TRACK LIGHTING FIXTURE. PROVIDE ALL COMPONENTS NECESSARY FOR A w o 7. ALL LIGHTING FIXTURES SHALL BE MOUNTED AND SUPPORTED IN CONDUIT CONTINUATION. ATS AUTOMATIC TRANSFER SWITCH (N) NEW MOUNTED AT +18" A.F.F. - U.O.N. COMPLETE INSTALLATION. --� �`' 00 ACCORDANCE WITH OSHA STANDARDS AND ALL NATIONAL AND Ln LOCAL ELECTRICAL CODES. AWG AMERICAN WIRE GUAGE P POLE O rn STANDARD 20A, 120V-10 GROUNDING TYPE ONE HALF SWITCHED DUPLEX F 8. ELECTRICAL CONTRACTOR SHALL PROVIDE LIGHTING FIXTURE1p WALL MOUNTED LIGHTING FIXTURE. INDICATES CONDUIT DROP WITHIN BUILDING WALL. REFER TO CONDUIT RECEPTACLE MOUNTED AT +18" A.F.F. - U.O.N. Q -• BC BARE COPPER PDU POWER DISTRIBUTION UNIT MOUNTING KITS AS REQUIRED TO SUIT THE EXACT TYPE OF SYMBOL ABOVE. CDo CEILING TO WHICH THEY ARE MOUNTED. 20A, 120V-10 ISOLATED GROUND DUPLEX RECEPTACLE WALL MOUNTED BKBD BACKBOARD (N) NEW ;~ 9. THESE DRAWINGS ARE DIAGRAMMATIC AND REPRESENT THE INTENT RECESSED OR SURFACE MOUNTED DOWNLIGHT FIXTURE. INDICATES CONDUIT RISER WITHIN BUILDING WALL. REFER TO CONDUIT � ;� t o AT +18 A.F.F. - U.O.N. 0 BKR BREAKER PNL PANEL OR PANELBOARD m v o " N N OF EQUIPMENT, DEVICES, ETC... TO BE CONNECTED AND THE SYMBOL ABOVE. a) v "D CIRCUITS TO WHICH THEY ARE TO BE CONNECTED TO. CONTRACTOR m rn STANDARD 20A. 120V-10 GROUNDING TYPE DUPLEX RECEPTACLE WALL C. CONDUIT PVC POLYVINYL CHLORIDE m en �, �, o �r SHALL INSTALL ALL CONDUIT, J-BOXES, ETC... AS REQUIRED FOR ® RECESSED OR SURFACE MOUNTED DOWNLIGHT FIXTURE CONNECTED TO DENOTES #12 THHN/THWN ISOLATED GROUND WIRE U.O.N. J v o U °�0 � N A COMPLETE AND OPERATING SYSTEM. MOUNTED AT +6' ABOVE COUNTER SPLASH - U.O.N. INTEGERAL BATTERY BACKUP OR EMERGENCY GENERATOR POWER SOURCE. j CB CIRCUIT BREAKER (R) REMOVE Q �, o v J., Lo cz CD 10. ALL EXTERIOR EQUIPMENT SHALL BE WEATHERPROOF. XUL STANDARD 20A. 12OV-10 GROUNDING TYPE FOUR-PLEX RECEPTACLE RECESSED OR SURFACE MOUNTED WALL WASHING DOWNLIGHTING FIXTURE. DENOTES #12 THHN/THWN EQUIPMENT GROUND WIRE U.O.N. CCTV CLOSED CIRCUIT TELEVISION REC RECEPTACLE Q. 'v ci 11. ELECTRICAL CONTRACTOR SHALL PERFORM ALL WORK IN STRICT v s1 WALL MOUNTED AT +6" ABOVE COUNTER SPLASH - U.O.N. ACCORDANCE WITH ALL LOCAL AND NATIONAL GOVERNING CODES. CAT. CATALOG RECEPT RECEPTACLE U 12. ALL EQUIPMENT SHALL BE NEW AND BEAR A "UL" LABEL - U.O.N.. STANDARD 20A. 12OV-10 GROUNDING TYPE GFCI DUPLEX RECEPTACLE RECESSED ADJUSTABLE DOWNLIGHT FIXTURE CD CANDELA RL RELOCATED a- 13. ELECTRICAL CONTRACTOR SHALL SECURE AND PAY FOR ALL 1p WALL MOUNTED AT +6" ABOVE COUNTER SPLASH - U.O.N. a ALL HOMERUNS AND BRANCH CIRCUITS SHALL HAVE GROUND WIRE - ( ) w NECESSARY BUILDING PERMITS. C) 14. COMPLETE ELECTRICAL INSTALLATION SHALL BE GUARANTEED IN U.O.N.. CFSD COMBINATION FIRE SMOKE DAMPER RMS ROOT MEAN SQUARE co STANDARD 20A. 12OV-10 GROUNDING TYPE GFCI FOUR-PLEX CROSS LINE DENOTES QUANTITY OF #12 THHN/THWN CONDUCTORS - U WRITING FOR A PERIOD OF (1) YEAR - U.O.N.. EMERGENCY BATTERY UNIT WITH DUAL LAMPS CKT CIRCUIT SD SMOKE DETECTOR y z RECEPTACLE WALL MOUNTED AT +6 ABOVE COUNTER SPLASH - U.O.N. U.O.N.. 15. ELECTRICAL CONTRACTOR SHALL INCLUDE IN BID - COSTS FOR ALL z ._ HVAC CONTROL COMPONENTS, CONDUITS, DEVICES, ETC... AS NO CROSS LINE DENOTES 2#12 & 1#12G THHN/THWN CONDUCTORS - C.0. CONDUIT ONLY SPECS SPECIFICATIONS a p_ � DEEMED NECESSARY FOR A COMPLETE AND OPERATING HVAC SPECIAL RECEPTACLE MOUNTED AT +18" A.F.F. -U.O.N.. AMPS -VOLTS CEILING MOUNTED EXIT SIGN. SHADED SIDE INDICATES DIRECTION AND NUMBER U.O.N.. CU COPPER SW SWITCH Lij =O �O SYSTEM. REFER TO MECHANICAL DRAWINGS, DIAGRAMS AND & PHASE AS INDICATED ON PLANS. VERIFY NEMA CONFIGURATION WITH ® OF FACES. PROVIDE ARROWS AS SHOWN ON DRAWING. CONDUIT SHALL BE 1/2" MINIMUM UNLESS INSTALLED UNDERGROUND OR N z N�t N N SPECS FOR THOSE ITEMS REQUIRED UNDER THE ELECTRICAL INSTALLED EQUIPMENT SUPPLIER PRIOR TO PLACING ORDER. IN SLAB SHALL BE MINIMUM 3/4". MC CABLE IS ALLOWED CONCEALED DISC DISCONNECT (SWITCH) SWBD SWITCHBOARD m U (D -(p (p F SECTION OF THIS CONTRACT. WALL MOUNTED EXIT SIGN. SHADED SIDE INDICATES DIRECTION AND NUMBER IN WALLS OR CEILING. DIST DISTRIBUTION SYM SYMMETRICAL LrJ z N N a 16. ELECTRICAL CONTRACTOR SHALL VISIT SITE PRIOR TO BID DATE, TO STANDARD 20A, 120V-10 GROUNDING TYPE DUPLEX RECEPTACLE w CD W Q N c' OF FACES. L LOW LEVEL MOUNTING. PROVIDE ARROWS AS SHOWN ON z m O z VERIFY ALL EXISTING CONDITIONS TO BE ENCOUNTERED IN THE MOUNTED WITHIN FLUSH FLOOR OUTLET BOX. DP DISTRIBUTION PANEL T, TELE TELEPHONE Lu Z p Q N N z DRAWING. INSTALLATION OF ALL NEW EQUIPMENT, FIXTURES DEVICES, FEEDERS, DWG DRAWING TBB TELEPHONE BACKBOARD zo C) �V U 0- N a ETC.. EXACT INSTALLATION METHOD AND REQUIREMENTS SHALL BE STANDARD 20A 120V-10 GROUNDING TYPE FOUR-PLEX RECEPTACLE SIGNAL VERIFIED AND DETERMINED PRIOR TO BID DATE. CONTRACTORS MOUNTED WITHIN FLUSH FLOOR OUTLET BOX. l� POLE MOUNTED LIGHTING FIXTURE. o w ZD ,. 'I � SHALL IMMEDIATELY NOTIFY THIS ENGINEER OF ANY REQUIRED EC ELECTRICAL CONTRACTOR TYP TYPICAL W I- O z o) o MODIFICATIONS WHICH ARE NOT SHOWN ON THESE DRAWINGS. STANDARD 20A, 120V-10 GROUNDING TYPE DUPLEX RECEPTACLE 0-1O O N } O SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL MOUNTED WITHIN FLUSH CEILING OUTLET BOX. STANDARD 20A, 120/277V-10 SPST TOGGLE SWITCH MOUNTED AT +48" SYMBOL DESCRIPTION EG EQUIPMENT GROUND (GREEN) UG UNDERGROUND > a JOB SITE CONDITIONS AND WORK TO BE PERFORMED. A.F.F.-U.O.N. EM EMERGENCY UGPS UNDERGROUND PULL SECTION w 17. ALL EQUIPMENT ELECTRICAL CHARACTERISTICS, NEMA STANDARD 20A, 120V-10 GROUNDING TYPE FOUR-PLEX RECEPTACLE 3 a,b -DENOTES TWO SWITCHES AND THEIR m RESPECTIVE CONTROL IDENTIFICATION. v COMBINATION TELEPHONE/DATA OUTLET AT +18" A.F.F., U.O.N. EMS ENERGY MANAGEMENT SYSTEM U.O.N. UNLESS OTHERWISE NOTED J CONFIGURATION LOCATIONS, AND CONNECTION REQUIREMENTS MOUNTED WITHIN FLUSH CEILING OUTLET BOX. 3 - DENOTES 3-WAY SWITCH. SHALL BE VERIFIED PRIOR TO ANY ROUGH-IN WORK. EMT ELECTRICAL METALLIC TUBING V VOLT = 18. ELECTRICAL CONTRACTOR SHALL FURNISH THE FOLLOWING SHOP DISCONNECT SWITCH. AMPS - VOLTS & POLES AND FUSED "F" OR COMBINATION TELEPHONE/DATA OUTLET WALL MOUNTED AT 6" ABOVE c' DRAWINGS FOR PRIOR APPROVAL: COUNTER OR SPLASH. EPO EMERGENCY POWER OFF VA VOLT-AMPERES NON-FUSED AS INDICATED. STANDARD 20A, 120/277V-10 WALL BOX DIMMER SWITCH MOUNTED AT +48 18.1. ALL SUBSTITUTED LIGHT FIXTURES. A.F.F.-U.O.N. (E) EXISTING W WATTS Q 18.2. ALL ELECTRICAL SERVICE EQUIPMENT, DISTRIBUTION TELEPHONE OUTLET AT +18' A.F.F., U.ON. V) COMBINATION STARTER DISCONNECT SWITCH. AMPS - VOLTS & POLES v z EQUIPMENT AND PANELBOARDS. LZAS INDICATED. FA FIRE ALARM WH WATER HEATER 0 18.3. OTHER ITEMS AS SPECIFICALLY INDICATED. CEILING MOUNTED OCCUPANCY SENSOR. "a" INDICATES ZONE WHERE SHOWN N Oa ON DRWG. TELEPHONE OUTLET WALL MOUNTED AT +6" ABOVE COUNTER OR FACP FIRE ALARM CONTROL PANEL WP WEATHERPROOF w M MANUAL MOTOR STARTER SWITCH. RATED @ 1H.P. MIN-120V - 10 - SPLASH. THESE ITEMS SHALL BE APPROVED BY THIS OFFICE PRIOR TO U.O.N. PROVIDE COMPLETE WITH THERMAL OVERLOAD PROTECTION. WALL MOUNTED OCCUPANCY SENSOR. "ab" INDICATES DUAL RELAY TYPE. FLA FULL LOAD AMPERES o ANY COMMENCEMENT OF PLACING ORDERS OR PERFORMING ANY ROUGH-IN WORK. n ab 0 DATA OUTLET AT +18" A.F.F., U.ON. FTV FIELD TO VERIFY 19. COMPLETE ELECTRICAL SYSTEM SHALL BE GROUNDED IN JUNCTION BOX. SIZED BY THIS CONTRACTOR PER ACTUAL NUMBER OF < (F) FUTURE Q ACCORDANCE WITH THE PRESENTLY ADOPTED EDITION OF THE JO CONDUITS AND/OR CONDUCTORS PASSING THRU ACCORDING TO NEC FLUSH WALL MOUNTED MULT-SCENE DIMMING CONTROL STATION SEE PLANS DATA OUTLET WALL MOUNTED AT +6" ABOVE COUNTER OR SPLASH. cn N.E.C. ART. 250. TABLE 370-16(a)(b). DS AND DIAGRAMS FOR LOCATION AND TYPE 1�r FSEC/KEC FOOD SERVICE EQUIPMENT CONTRACTOR o- > 20. PENETRATIONS OF ALL FIRE RATED WALLS OR CEILINGS SHALL BE > FIRE RATED IN ACCORDANCE WITH ALL LOCAL AND NATIONAL JUNCTION BOX WALL MOUNTED WITH FLEXIBLE CONDUIT (SIZE PER FLUSH WALL MOUNTED LIGHTING CONTROL OVER-RIDE SWITCH SEE PLANS G, GND GROUND O CODES. PLANS). SIZED BY THIS CONTRACTOR PER ACTUAL NUMBER OF OS AND DIAGRAMS FOR LOCATION AND TYPE r� GC GENERAL CONTRACTOR COMBINATION TELEPHONE/DATA OUTLET MOUNTED WITHIN FLUSH FLOOR W M ® OUTLET BOX. PROVIDE MIN. 1"C.O. UNDERFLOOR UP TO NEAREST WALL z W 21. PROVIDE ENGRAVED PLASTIC NAMEPLATES FOR ALL MAJOR CONDUITS AND/OR CONDUCTORS PASSING THRU ACCORDING TO NECT w ELECTRICAL EQUIPMENT. AND RISE UP INTO ACCESSIBLE CEILING SPACE. GEN GENERATOR o 1 1 z 22. PROVIDE THE OWNER AND THIS ENGINEER WITH ONE SET OF TABLE 370-16(a)(b). ANNOTATIONS U LLI COMBINATION TELEPHONE AND DATA OUTLET BOX, WALL MOUNTED AT GFI GROUND FAULT INTERRUPTER Ld ELECTRICAL "AS BUILTS" AT THE COMPLETION OF JOB. JUNCTION BOX, WALL MOUNTED AT +18' A.F.F. WITH 3/4"C. SEALTITE o O 23. ALL EXPOSED WIRING ABOVE CEILING SPACE SHALL BE PLENUM / +18" A.F.F. FOR FLEXIBLE CONNECTION TO FURNITURE SYSTEM. STUB A HVAC HEATING VENTILATING AND AIR CONDITIONING w ��nn RATED. . FLEXIBLE CONNECTION TO PRE - WIRED FURNITURE SYSTEM. VERIFY LIGHTING FIXTURE CALLOUT 1 1/4" C.O. UP 6" ABOVE THE ACCESSIBLE CEILING AND PROVIDE A Q V CONNECTION REQUIREMENTS WITH MANUFACTURER PRIOR TO ROUGH-IN. A Q , ` 24. THE EXISTING CONDITIONS SHOWN ARE FROM AVAILABLE RECORD BUSHING. VERIFY CONNECTION REQUIREMENTS WITH MANUFACTURER HP HORSEPOWER i- v DRAWINGS AND SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL PRIOR TO ROUGH-IN. J HPS HIGH PRESSURE SODIUM ♦^ 0 VERIFY ACTUAL EXISTING CONDITIONS AT SITE PRIOR TO 0 0 CIRCUIT BREAKER (SEE SINGLE LINE DIAGRAM) FEEDER CALLOUT = �J J SUBMITTING BID. ALL DEMOLITION, ALTERATION, EXTENSION, FDR TV TELEVISION SIGNAL OUTLET HZ HERTZ N RELOCATION, REHABILITATION WORK SHALL BE INCLUDED IN ■ -0 � FUSED SWITCH (SEE SINGLE LINE DIAGRAM) CONTRACT. NO ADDITIONAL ALLOWANCE OR CHANGE ORDERS WILL SHEET NOTE REFERENCE IG ISOLATED GROUND o ♦ 1 BE ACCEPTED. 1 MUSIC AND PAGING SYSTEM SPEAKER - CEILING MOUNTEDO v OS ISC INTERRUPTING SHORT CIRCUIT z 25. CONTRACTOR IS RESPONSIBLE TO RELOCATE OR REMOVE FROM Ir TRANSFORMER (SEE SINGLE LINE DIAGRAM) w rQ WALLS, CEILINGS, FLOOR SPACES, ETC. ANY EXISTING CONDUITS, KITCHEN EQUIPMENT DESIGNATION JB JUNCTION BOX o n WIRES, BOXES, FITTINGS, FIXTURES OR OTHER ELECTRICAL = O 0 Q MUSIC AND PAGING SYSTEM SPEAKER - WALL MOUNTED z . V EQUIPMENT WHICH INTERFERES WITH TENANT IMPROVEMENT WORK. O KCMIL THOUSAND CIRCULAR MILLS w ♦^ PROVIDE CIRCUIT CONTINUATION REQUIRED FOR ALL EXISTING MOTOR OUTLET. H.P. OR F.L.A. - VOLTS & PHASE AS INDICATED. V) OUTLET, FIXTURES, EQUIPMENT, ETC. SCHEDULED TO REMAIN. M VERIFY ELECTRICAL CHARACTERISTICS AND CONNECTION REQUIREMENTS REVISION REFERENCE 26. LOCATION OF OUTLET SHOWN IS APPROXIMATE ONLY AND OUTLET -KV KILOVOLTS WITH INSTALLED EQUIPMENT MANUFACTURER PRIOR TO ANY ROUGH-IN WORK. 1 -T1 - TELEPHONE SYSTEM CONDUIT 3/4"C.O. KVA KILOVOLT-AMPERES MAY BE MOVED TO SUIT EQUIPMENT LAYOUT. COORDINATE WITH c M ARCHITECT AND/OR TENANT REPRESENTATIVES FOR EXACT AC MECHANICAL EQUIPMENT CALLOUT. "AC" INDICATES UNIT TYPE AND "1" KW KILOWATTS O / BRANCH CIRCUIT PANELBOARD FLUSH MOUNTED IN WALL. REFER TO TELEPHONE SYSTEM CONDUIT 1"C.O. U 0 LOCATION. --- PANEL SCHEDULES FOR MORE INFORMATION. 1 INDICATES UNIT NUMBER. REFER TO MECHANICAL DRAWINGS FOR EXACT -T2- KWH KILOWATT-HOURS __j O 27. ALL ELECTRICAL DEVICES SHOWN IN LIGHT ARE EXISTING TO REMAIN LOCATION AND ELECTRICAL REQUIREMENTS. ::E AND DARK ARE NEW. LCL LONG CONTINUOUS LOAD w r �__ BRANCH CIRCUIT PANELBOARD SURFACE MOUNTED ON WALL. REFER TO a- 28. ALL CEILING MOUNTED ELECTRICAL DEVICES AND/OR EQUIPMENT PANEL SCHEDULES FOR MORE INFORMATION. 1 DETAIL NOTE REFERENCE -T3- TELEPHONE SYSTEM CONDUIT 1 1/4"C.O. LF LINEAR FEET Q SHALL BE SUPPORTED FROM THE FROM THE CEILING GRID, NOT FROM CEILING TILE. LCP LIGHT CONTROL PANEL SERVICE ENTRANCE OR DISTRIBUTION EQUIPMENT AS SPECIFIED. 29. ALL DEVICES MOUNTED BACK TO BACK ON THE FIRE RATED WALL 1 DETAIL REFERENCE TELEPHONE/COMMUNICATION BACKBOARD. SIZE AS INDICATED. SHALL BE MOUNTED WITH 24" MINIMUM HORIZONTAL OFFSET. LPS LOW PRESSURE SODIUM 30. PANELBOARDS SHALL BE PROVIDED WITH TYPEWRITTEN PANEL THERMOSTAT FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR. E4.1 LTG LIGHTING LU SCHEDULE MOUNTED INSIDE EACH PANEL AND ENGRAVED T PROVIDE J-BOX AT +48" A.F.F. - U.O.N.. PROVIDE 1/2" C.O. TO w PRIMARY/SECONDARY PANEL LABELS FROM SWITCHBOARD. ASSOCIATED HVAC UNIT OR ACCESSIBLE CEILING SPACE. NOTE: LTS LIGHTS � 31. VERIFY ALL DISCONNECT SWITCHES, FUSE SIZES AND TYPES WITH MAX MAXIMUM Q MECHANICAL EQUIPMENT MANUFACTURER PRIOR TO INSTALLATION. FOR ALL TELEPHONE/DATA OUTLETS, PROVIDE 1"C.O. STUB-UP FROM OUTLET TO MIN. 6" INTO 32. THIS LIGHTING SYSTEM MAY EMPLOY THE USE OF A MODULAR ST SHUNT TRIP BREAKER ACCESSIBLE CEILING SPACE. PROVIDE PULL ROPE CONTINUOUS LENGTH AND NYLON GROMMET AT MCB MAIN CIRCUIT BREAKER 00 WIRING SYSTEM. MANUFACTURER SHALL PROVIDE SHOP DRAWINGS END OF CONDUIT. '- FOR INSTALLATION WITH ALL PART NUMBERS. EQUIPMENT SHALL BE MCC MOTOR CONTROL CENTER w DUCT SMOKE DETECTOR U AMERICA CABLE SYSTEMS (CONTACT LIGHTING AND POWER SYSTEMS DD MH METAL HALIDE w a7 AT PH. 949 388-0662). Y o 33. ALL WORK SHALL COMPLY WITH THE LATEST ADDITION OF THE o NATIONAL ELECTRICAL CODE AND THE CALIFORNIA ELECTRICAL CODE w AS AMENDED AND ADOPTED BY THE LOCAL AUTHORITY HAVING Of Yof JURISDICTION. Ow a FIRE ALARM SYSTEM: Z z Q w INDICATED ON ELECTRICAL DRAWINGS zo o w 1. THE FIRE ALARM SYSTEM SHALL BE A DESIGNED BUILD SYSTEM. Ld 2. THE ELECTRICAL CONTRACTOR SHALL OBTAIN THE SERVICES OF A m `o CERTIFIED FIRE ALARM MANUFACTURER TO DESIGN A COMPLETE w SYSTEM APPLICABLE TO THIS BUILDING OCCUPANCY. m 3. THE SYSTEM SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE o W `" WITH ALL LOCAL CODES AND NFPA STANDARDS. z < - 4. THE CONTRACTOR SHALL SUBMIT A COMPLETE SET OF DOCUMENTS - o TO THE BUILDING DEPARTMENT AND OBTAIN A PERMIT SEPARATE = J FROM THE ELECTRICAL DOCUMENTS. V' z Q O J m M 0 O W < I- U f- m m cn w W t t1 J (n 0_ V J U) � ll� ZZ W W wo 2 Qm � cnF_ cn W .J J F- D' Z ft� Z U F- 1- m � Q 5; Q CD mmcnz0cr_ CDElf p (/) (n F- z Z F Z F Z E5 Z Q) r }• w Q -i W J W W J J M J M J Z U U U O_ m U m U 'p o r Nftf LU _ N N N_ N N CV N Lli 0 _ F- r, cD Ln co r- co T O Q •--- •- N .-- O N N d D' L6 (6 C6 oa c p a a.. 0 0 0 0 0 0 0 W p W L (i' Q o PA/PM: A. CATALDO Lo0 I - PREF DRAWN BY: SNR12-0011-00 JOB NO.:EFERENCE �NL� 0 11771 PE NOT APPROVED WITH THIS PERMIT � o N_ Z CD OREGON C14 � '� � ��l �\ ' cn SHEET V) 7 E, 1 x z o ��%CPV O.\A�� Q o' o Eum 1 j mews: June 30 w Ln F- CAU I ION : 11 I HIS SHL . I IS NU ,50" x42 S A REDUCED PHIN Y Of O -F� 19 } u z w a :>� - 0 go SECTION 16000 - BASIC ELECTRICAL REQUIREMENTS 3.C. FINISH: PARTS EXPOSED TO VIEW TO HAVE ONE COAT ZINC CHROMATE AND ONE COAT HAMMERTONE 19. BALLASTS 7.1. SINGLE GANG HANDY OR UTILITY BOXES MAY BE USED FOR SINGLE DEVICES AT ENDS OF RUNS. ® ) PART 1 - GENERAL GRAY OR MANUFACTURER'S STANDARD GRAY BAKED ENAMEL. 19.A. FLUORESCENT BALLASTS SHALL BE ELECTRONIC PREMIUM TYPE CBM CERTIFIED AND ETL APPROVED, HIGH 7.J. ALL OUTLET BOXES THAT FINISH TO AN EXPOSED MASONRY SURFACE SHALL HAVE 1-1/4 IN. DEEP PLASTER w 1. RELATED DOCUMENTS 3.D. LOCKS AND KEYS: FURNISH FLUSH TYPE LOCK AND TWO KEYS WITH EACH PANELBOARD. ALL LOCKS POWER FACTOR AND OF VOLTAGE REQUIRED. BALLASTS SHALL BE ADVANCE, UNIVERSAL, MAGNETEK OR RINGS AND SHALL BE SET DEEP ENOUGH TO ALLOW A MASONRY FACING OVER THE PLASTER RING TO FRAME � .c� bi 1.A. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS SHALL BE KEYED ALIKE. MOTOROLA. THE OPENING. PLASTER RINGS SHALL NOT BE GROUTED INTO EXPOSED MASONRY WALLS. CENTER OUTLET IN U U u AND DIVISION-1 SPECIFICATION SECTIONS, APPLY TO WORK OF THIS SECTION. 3.E. SIZES: MINIMUM 20 IN. WIDE UNLESS INDICATED. SURFACE MOUNT 5-3/4 IN. DEEP UNLESS INDICATED. 19.B. HID BALLASTS SHALL BE UL LISTED FOR THE SOURCE, WATTAGE AND POSITION OF THE LAMP PROVIDED. A COURSE OF MASONRY. w 2. SCOPE: TOP AND BOTTOM GUTTERS MINIMUM 6 IN. HIGH. PROVIDE 12 IN. HIGH GUTTER WHERE DOUBLE LUGS ARE 19.C. DIMMING BALLASTS SHALL BE ADVANCE. 7.K. TAKE PARTICULAR CARE IN LOCATING OUTLET BOXES IN ACOUSTICAL TILE, MASONRY, PANELING OR OTHER 2.A. PROVIDE ALL ELECTRICAL WORK FOR A COMPLETE AND OPERABLE SYSTEM AS SHOWN ON THE DRAWINGS AND REQUIRED OR WHERE CABLE SIZE EXCEEDS BUS SIZE. 20. LENSES AND DIFFUSERS MODULAR TYPE FINISHES. WHERE ARCHITECT'S DOCUMENTS DO NOT DICTATE LOCATION OR CONTROL, CONSULT 00 AS SPECIFIED IN THIS SECTION, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: 3.F. PROVIDE ADDITIONAL SIDE GUTTER SPACE OR SEPARATE BARRIERED SIDE SECTION WITH COVER WHERE 20.A. 100% VIRGIN ACRYLIC WITH 0.125 INCH MINIMUM THICKNESS. OUTDOOR LENSES SHALL BE VANDAL/WEATHER WITH TRADES CONCERNED SO THAT OUTLETS MAY BE SYMMETRICALLY PLACED IN THE FINISHED MODULE. w U 2.A.1. SITE INVESTIGATIONS PRIOR TO BIDDING TO ESTABLISH EXISTING CONDITIONS. REQUIRED FOR FEEDTHROUGH LUGS. RESISTANT. CENTER OUTLETS HORIZONTALLY IN VERTICAL WALL PANELS AND VERTICALLY IN MASONRY COURSES. (ADJUST �:_,__ 2.A.2. SWITCHBOARDS, PANELBOARDS, DRY TYPE TRANSFORMERS, AND FEEDERS FOR POWER AND LIGHTING AS 3.G. BUSBARS: BUS SHALL BE SILVER PLATED COPPER OR TIN PLATED ALUMINUM. PROVIDE SPLIT BUSBARS 21. OCCUPANCY SENSORS INDICATED HEIGHTS TO SUIT.) o 0 SHOWN ON THE DRAWINGS. WHERE INDICATED. NEUTRAL BUS ELECTRICALLY ISOLATED FROM ENCLOSURE. 21.A. OCCUPANCY SENSORS SHALL BE WALL MOUNTED WITH OVERRIDE SWITCH CAPABILITIES (BI-LEVEL WHERE 7.L. FLUSH COUPLINGS SHALL BE REGULAR COUPLING WITH PLUMBER TYPE BRASS PLUG. INSTALL THIS PLUG 2.A.3. COMPLETE GROUNDING SYSTEM AS REQUIRED. 3.H. LUGS: LUGS FOR ALL EXTERNAL CONNECTIONS SHALL BE SUITABLE FOR COPPER CONDUCTORS. SHOP REQUIRED) OR CEILING MOUNTED 120/277 VOLT BY WATTSTOPPER OR EQUAL BY HUBBELL. PROVIDE SENSORS FLUSH WITH FINISH FLOOR. USE OIL OR GREASE ON TOP OF AND IN THREADS TO PREVENT STICKING. o m 2.A.4. LIGHTING AND POWER BRANCH CIRCUIT WIRING, INCLUDING DISCONNECT SWITCHES, TIME SWITCHES, DRAWINGS MUST INDICATE QUANTITY AND SIZES OF LUGS BASED ON ACTUAL CONDUCTORS TO BE USED AS IN EVERY LOCATION WHERE FLUORESCENT LIGHTING IS UTILIZED AND THE FIXTURES ARE NOT CONTROLLED BY 7.M. ALL OUTLET BOXES SHALL BE ACCURATELY PLACED AND SECURELY FASTENED TO THE STRUCTURE O 'y CONTRACTORS, PHOTOCELL CONTROLS, RELAYS, OUTLETS, DEVICES, PLATES, MATERIALS, ETC., FOR A SHOWN ON THE PLANS. THE LOW VOLTAGE REMOTE CONTROL RELAY SYSTEM. INDEPENDENTLY OF THE CONDUIT. THE PLASTER RING SHALL BE SET FLUSH WITH THE FINISH SURFACE OF THE m W w in COMPLETE INSTALLATION AS SHOWN ON THE DRAWINGS. 3.1. GROUND BUS: WHENEVER GROUND CONNECTORS ARE INSTALLED OR REQUIRED, PROVIDE A SEPARATE 22. SOUND DAMPENING MATERIAL CEILING OR WALL. APPROVED BAR HANGERS SHALL BE USED TO SUPPORT OUTLET BOXES IN ALL FURRED � 94 2.A.5. LIGHTING FIXTURES AND LAMPS. EQUIPMENT GROUND BUS IN PANEL ELECTRICALLY CONNECTED TO THE ENCLOSURE. 22.A. LOWERY CLAY PADS. CEILINGS AND STUD WALLS. HANGERS FOR LIGHT OUTLETS SHALL HAVE ADJUSTABLE STUDS. o0 r_ 2.A.6. A TELECOMMUNICATION SYSTEM INCLUDING CONDUITS, CABLES, BACKBOARDS, TERMINAL CABINETS, AND 3.J. CIRCUIT BREAKERS: 23. PLYWOOD BACKBOARDS 7.N. BEFORE ROUGHING IN BOXES FOR SWITCHES AT DOORS, CONTRACTOR SHALL VERIFY DOOR SWING TO MAKE a �< GROUNDING. 3.J.1. MOLDED CASE, THERMAL MAGNETIC, AUTOMATIC TRIP, BOLTED TYPE. COMMON TRIP FOR MULTIPOLE 23.A. DOUGLAS FIR PLYWOOD, EXTERIOR GRADE, 4' X 4' X 3/4 IN. THICK (MINIMUM) FINISHED ONE SIDE AND PRIMER SURE THAT SWITCH IS ON THE STRIKE SIDE OF DOOR. � it 2.A.7. PROVISIONS FOR CABLE TELEVISION SYSTEM. TYPES. COAT PAINTED ON ALL SURFACES WITH FINISH COAT OF LIGHT GRAY ENAMEL ON FRONT (FINISHED) SIDE. 7.0. CROUSE-HINDS "CONDULETS" SHALL BE USED FOR ALL SWITCHES, RECEPTACLES AND JUNCTION BOXES WHERE Oui f J 2.A.8. CUTTING AND PATCHING AND SEALING OF PENETRATIONS. 3.J.2. VOLTAGE RATING AS REQUIRED FOR THE APPLICATION. SERIES RATED NEMA INTERRUPTING CAPACITY 24. VANDALPROOF FASTENINGS CONDUIT IS EXPOSED. 3-1 2.A.9. FLASHING OF CONDUITS AT ROOF PENETRATIONS. OF MINIMUM 65,000 RMS SYMMETRICAL AMPERES. 24.A. PROVIDE APPROVED VANDALPROOF TYPE SCREWS, BOLTS AND NUTS WHERE EXPOSED TO SIGHT THROUGHOUT 7.P. OUTLETS SHALL NOT BE INSTALLED BACK-TO-BACK, BUT SHALL BE OFFSET 12" MINIMUM. 2.A.10. PROVIDE MATERIALS AND LABOR FOR ELECTRICAL WORK AS SPECIFIED IN OTHER SECTIONS. 3.J.3. ALL CIRCUIT BREAKERS WHICH ARE LOCATED OUTSIDE OF AIR CONDITIONED SPACES SHALL BE AMBIENT THE PROJECT. PROVIDE OWNER WITH SIX (6) SCREWDRIVERS FOR THIS TYPE. 8. SHEET STEEL PULL BOXES O 2.A.11. RECORD DRAWINGS. COMPENSATED. USE "HACR" CIRCUIT BREAKERS FOR AIR CONDITIONING LOADS. USE "SWD" CIRCUITw 2.A.12. TEST OF ALL ELECTRICALLY OPERATED EQUIPMENT. BREAKERS FOR LIGHTING CIRCUITS CONTROLLED FROM PANELS. 25. TERMINAL CABINETS 8.A. WHERE INDICATED OR REQUIRED TO SERVE AS PULL BOXES OR JUNCTION BOXES, PROVIDE SHEET STEEL BOXES 25.A. TERMINAL CABINETS SHALL BE FABRICATED OF CODE GAUGE SHEET STEEL, SIZE AS INDICATED ON THE WITH SCREW-ON COVERS FOR SURFACE OR FLUSH MOUNTING. .J.4. MAIN BREAKER SHALL BE PADLOCKABLE IN THE "OFF" POSITION. ALL BRANCH BREAKERS SHALL BE DRAWING, COMPLETE WITH HINGED DOORS AND THE NUMBER OF 2-WAY SCREW TERMINALS REQUIRED FOR 9. CONDUCTOR o 2.A.13. GUARANTEE. 3z 2.A.14. PAINTING OF EXPOSED CONDUIT OR EQUIPMENT. ABLE TO ACCOMMODATE LOCKOUT CLIPS. PROVIDE CLIP TO LOCK BREAKERS SERVING MOTORS, TERMINATION OF ALL CONDUCTORS. THE DOOR TO TERMINAL CABINETS SHALL BE CONTINUOUSLY HINGED ON 9.A. STORE CONDUCTORS OUT OF THE WEATHER AND WHERE NOT SUBJECT TO DAMAGE OR DELETERIOUS w o 2.A.15. CUTTING AND PATCHING. REFRIGERATORS, CONTROLS FOR MECHANICAL SYSTEMS. CIRCUIT BREAKERS CONTROLLING ONE SIDE AND BE THE SAME SIZE AS THE CABINET SO AS TO ALLOW MAXIMUM TERMINATION SPACE WITHIN CONDITIONS. � m U) 3. QUALITY ASSURANCE FLUORESCENT FIXTURES (WHICH ARE NOT LOCALLY CONTROLLED) SHALL BE CAPABLE OF BEING THE CABINET. TERMINAL CABINETS SHALL HAVE 5/8" PLYWOOD BACKING FINISHED IN BLACK INSULATING 9.B. BEFORE INSTALLING CONDUCTORS, REMOVE DEBRIS AND MOISTURE FROM CONDUIT AND EQUIPMENT ENCLOSURES. O - rn 3.A. IN ADDITION TO THE REQUIREMENTS OF ALL GOVERNING CODES, ORDINANCES AND AGENCIES, CONFORM TO THE LOCKED IN THE "OFF" OR "ON" POSITION. VARNISH. WHERE NECESSARY USE LINSEED SOAP, MINERALLAC OR OTHER SPECIFICALLY APPROVED WIRE PULLING ~ REQUIREMENTS OF THE FOLLOWING CODES AND STANDARDS: 3.J.5. ARRANGE ALL BREAKERS TO CORRESPOND EXACTLY WITH THE SCHEDULES. 25.B. ALL TERMINAL CABINETS SHALL BE FINISHED WITH ONE COAT OF ZINC CHROMATE AND A COST OR PRIMER COMPOUND TO FACILITATE THE INSTALLATION OF CONDUCTORS. DO NOT USE OIL, GREASE OR SIMILAR = J r. 3.A.1. REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, LATEST ADOPTED EDITION. 0 0 0 3.J.6. WHERE INDICATED, PROVIDE MAIN BREAKER, AUTOMATIC TYPE UNLESS NON-AUTOMATIC INDICATED IN SEALER AFTER A THOROUGH CLEANING WHERE EXPOSED TO PUBLIC VIEW (E.G., CORRIDORS, COVERED SUBSTANCES. � w E 4, 3.A.2. REQUIREMENTS OF STATE FIRE MARSHAL, STATE AND MUNICIPAL BUILDING AND ELECTRICAL SAFETY PANELS. 9.C. COLOR CODE BRANCH CIRCUITS AS REQUIRED. O PASSAGES, OFFICES, ETC.). PRIME COATED TERMINAL CABINETS SHALL BE PAINTED TO MATCH SURROUNDINGS Of -: O - ORDINANCES. 3.K. CIRCUIT IDENTIFICATION: 9.D. CONNECT CONTROL WIRING AS INDICATED AND IN ACCORDANCE WITH WIRING DIAGRAMS FURNISHED BY m v AFTER INSTALLATION. v 3.A.3. ALL PRODUCTS IN THIS WORK SHALL BE UL LABELED AND SHALL CONFORM TO ALL REQUIREMENTS OF 3.K.1. CIRCUIT NUMBER ON BLACK-ON-WHITE LAMINATED PLASTIC TABS OR OTHER PERMANENT TYPE NOT EQUIPMENT MANUFACTURERS. COLOR CODE AND TAG ALL CONTROL WIRING. w .rl •- o . rn THE NATIONAL BOARD OF FIRE UNDERWRITERS FOR ELECTRICAL WIRING APPARATUS. 25.C. TERMINAL CABINETS NOT LOCATED IN ELECTRICAL ROOMS OR ELECTRICAL CLOSETS SHALL HAVE CCL SECURITY m READILY CHANGED FROM THE FRONT. PRODUCTS 15767 LOCKS AND KEYS. 9.E. MAKE JOINTS, SPLICES, TAPS AND CONNECTIONS FOR 600 VOLT CONDUCTORS WITH SOLDERLESS CONNECTORS. J v .- 0 >~ ry 3.A.4. REQUIREMENTS OF ALL OTHER AUTHORITIES HAVING JURISDICTION. „ 9.F. RE-TIGHTEN BOLT TYPE CONNECTORS 24 TO 48 HOURS AFTER INSTALLATION AND BEFORE TAPING. w °1 " ;� �n cV 4. JOB CONDITIONS 3.K.2. UNDER THE PANEL DESIGNATION (IN 1/4 IN. HIGH LETTERS), INDICATE IN 1/8 IN. HIGH LETTERS THE 25.D. TERMINALS FOR SIGNAL SYSTEMS CABINETS TO BE CANNON TYPE SS OR EQUAL. Q � a) ¢' •"- O N N VOLTAGE AND PHASE, AS:"277 480 VOLT, 3 PHASE, 4 WIRE, 100A BUS" 9.G. CONNECTORS AND TERMINAL LUGS FOR STRANDED CONDUCTORS #6 AND LARGER SHALL BE T & B OR EQUAL, N � (z > 0 z rn N 4.A. DRAWINGS: / 25.E. PROVIDE ENGRAVED NAMEPLATE ON EACH CABINET INDICATING ITS DESIGNATION AND SYSTEM (I.E., 'LIFESAFETY ' Q, .5 �o 'v N (A a 4. TRANSFORMERS SOLDERLESS CONNECTORS. NO SPLICES OF FEEDER CONDUCTORS SHALL BE MADE IN PANELS OR � 141 4.A.1. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE LOCATIONS OF THE COMPONENTS OF THE WORK, 4.A. TRANSFORMERS SHALL BE DRY TYPE, INDOOR OR OUTDOOR, SELF-COOLED TYPE MINIMUM CLASS 155 SYSTEM - PANEL 2LS"). SWITCHBOARDS. AND FURTHER INDICATE THE REQUIRED SIZE AND POINTS OF TERMINATION OF THE CONDUIT, NUMBER AND 26. DIMMERS 9.H. MAKE ALL CONNECTIONS AND SPLICES NECESSARY TO PROPERLY INSTALL AND COMPLETE THE WORK, AND ALL a SIZE OF WIRES. PROVIDE ALL CONDUIT, WIRE AND NECESSARY CONNECTIONS FOR THE COMPLETE INSULATION SYSTEM RATING. TRANSFORMERS SHALL HAVE FOUR 2-1/2% FULL CAPACITY TAPS. 26.A. FLUORESCENT DIMMER TO BE LEVITON . 2000 WATT MINIMUM. m TRANSFORMERS SHALL BE OF VOLTAGES, PHASE, AND KVA RATINGS AS SHOWN ON THE DRAWINGS. MOUNT SPLICES SHALL BE TAPED. ALL CONNECTIONS AND SPLICES SHALL BE ELECTRICALLY AND MECHANICALLY w ELECTRICAL SERVICE, COORDINATING CONDUIT RUNS WITH BUILDING STRUCTURE, AND ALL WORK OF OTHER 26.8. LOW VOLTAGE DIMMER TO BE LUTRON. 600 VA MINIMUM. PERFECT, AND IN STRICT ACCORDANCE WITH ALL CODE REQUIREMENTS. USE 3M SCOTCH "N0. 33 PLUS" TAPE, ry TRADES. ON SOUND DAMPENING MATERIAL.(PROVIDE PRICING TO RUN TRANSFORMER GROUND BACK TO MAIN 26.C. DO NOT BREAK DIMMER FINS. OR EQUAL. "' 4.A.2. UNLESS OTHERWISE APPROVED BY THE ARCHITECT, THE FOLLOWING CONDITIONS SHALL BE ADHERED TO: ELECTRICAL SERVICE SYSTEM GROUND IF REQUIRED BY LOCAL GOVERNING CODE AUTHORITY) 9.1. CONNECTIONS MADE WITH NON-INSULATED TYPE CONNECTORS SHALL BE TAPED WITH RUBBER-TAPE 1-1/2 Cl Z 4.A.2..A. GROUP OUTLETS AND WIRING DEVICES WITHIN CLOSE PROXIMITY HORIZONTALLY OR VERTICALLY 5. CONDUIT PART 3 - EXECUTION FOR A UNIFORM AND NEAT APPEARANCE. 5.A. ELECTRICAL METALLIC TUBING (EMT) SHALL BE GALVANIZED. ALL COUPLINGS AND CONNECTORS SHALL BE TIMES THE THICKNESS OF THE CONDUCTORS INSULATION. THEN COVERED WITH 3M SCOTCH "N0. 33 PLUS" Q a. � TAPE, OR EQUAL. 4.A.2..B. ALL EQUIPMENT AND MATERIAL LOCATED OUTDOORS OR IN HAZARDOUS OR OTHER SPECIAL WATERTIGHT COMPRESSION TYPE. 1. STORAGE I. ZD Ur p Lu AREAS SHALL BE UL LABELED FOR THE CONDITIONS TO BE ENCOUNTERED. 5.B. METAL-CLAD CABLE: TYPE MC CABLE SHALL BE CORRUGATED TUBE, TYPE CS. MC CABLE SHALL 1.A. ALL MATERIALS AND EQUIPMENT IN STORAGE AND DURING CONSTRUCTION, SHALL BE COVERED IN SUCH A 9.J. NEATLY ARRANGE AND LACE CONDUCTORS IN SWITCHBOARDS, PANELBOARDS, GUTTERS AND TERMINAL U) O N O W N 5. PERMITS, FEES AND INSPECTIONS INCLUDE A FULL SIZE GROUND CONDUCTOR AND ANTI-SHORT BUSHINGS AT EACH TERMINATION POINT. MANNER THAT NO FINISH SURFACE WILL BE DAMAGED OR MARRED, AND ALL MOVING PARTS SHALL BE KEPT CABINETS BY MEANS OF NYLON T & B TY RAP TIES. m � c4 N F 5.A. OBTAIN AND PAY FOR ALL PERMITS AND LICENSES REQUIRED FOR THE ELECTRICAL WORK, AND ARRANGE AND 5.C. FLEXIBLE CONDUIT SHALL BE HOT DIPPED GALVANIZED STEEL. PERFECTLY CLEAN AND DRY. 10. TOGGLE SWITCHES o z z cp w SCHEDULE ALL REQUIRED INSPECTIONS. OBTAIN PERMITS PRIOR TO COMMENCING ANY WORK. 5.D. CONNECTIONS FOR FLEXIBLE STEEL CONDUIT SHALL BE SCREW IN TYPE (JAKE) AS MANUFACTURED BY 2. EXCAVATIONS 10.A. ALL SWITCHES SHALL BE SPECIFICATION GRADE RATED 15, 20 OR 30 AMPERES AT 125/277 VOLT AC, TOTALLY w <Ti( 4 0)m m N x 5.B. PAY ALL FEES OR CHARGES LEVIED BY THE UTILITY COMPANY OR CITY FOR PERMANENT AND TEMPORARY DURO FITTING COMPANY, OR APPROVED EQUAL. 2.A. TRENCHES FOR UNDERGROUND CONDUIT EXTERIOR TO BUILDING SHALL PROVIDE A MINIMUM EARTH COVER OF ENCLOSED QUIET ACTION TYPE, 1 OR 2 POLE, 3 OR 4 WAY, MOMENTARY CONTACT OR LOCK TYPE AS = w z � LoN O Z SERVICES TO THE PROJECT, AND ANY OTHER IMPOSED FEES. 6. OUTLET BOXES 24 INCHES FOR CONDUITS UNLESS NOTED OTHERWISE. CONDUITS FOR LANDSCAPE AND PARKING LOT LIGHTING REQUIRED. THE 15 AMPERE RATED SWITCH MAY BE USED ONLY FOR LIGHTING LOADS OF LESS THAN 10 z C) F-- O U N N N (L 6. COORDINATION 6.A. ONE-PIECE GALVANIZED PRESSED STEEL KNOCKOUT TYPE EQUAL TO STEEL CITY MANUFACTURING MAY BE MINIMUM 18 INCHES BELOW FINISHED GRADE UNLESS NOTED OTHERWISE. AMPERES. SWITCHES AHEAD OF MOTORS SHALL BE HORSEPOWER RATED AND SHALL HAVE NUMBER OF POLES o =) 0)0) - 3. CONCRETE AS REQUIRED. TOGGLE COLORS SHALL BE AS SELECTED BY THE ARCHITECT. o H Z �� 2 6.A. VERIFY AND COORDINATE ALL SIZES OF EQUIPMENT TO BE INSTALLED WITHIN ROOMS WITH THE MANUFACTURER COMPANY, 4" X 2-1/8" SQUARE, MINIMUM (WALL), 4" SQUARE X 1-1/2" DEEP MINIMUM (CEILING). 11. RECEPTACLES w P- Z OF EQUIPMENT, INSURING ADEQUATE CLEARANCES, VENTILATION AND ACCESS. 6.B. CAST BOXES SHALL BE THREADED HUB CAST FERROUS, OR ALUMINUM BOXES WHERE LEGALLY PERMITTED 3.A. PROVIDE CONCRETE PADS (MINIMUM 4 IN. HIGH) FOR ALL FLOOR MOUNTED EQUIPMENT INSTALLED OUTDOORS, IN LL__ �N 5 y m E 6.B. COORDINATE WORK OF MECHANICAL TRADES FOR WORK REQUIRED AS A PART OF THIS SECTION, AND VERIFY AND EQUAL TO CROUSE-HINDS, KILLARK, OR PYLE-NATIONAL. PROVIDE PLUGS FOR SPARE HUBS. MECHANICAL EQUIPMENT ROOMS AND IN AREAS SUSCEPTIBLE TO BEING WET OR HOSED DOWN. 11.A. WHERE SINGLE RECEPTACLES ARE INDICATED, PROVIDE MATCHING UNITS TO THOSE LISTED FOR DUPLEX w O 4. SLEEVES RECEPTACLES. PROVIDE SHORT STRAP UNITS WHERE REQUIRED FOR PANEL MOUNTING. > �- U - �'�'' n' QUANTITY, SIZES AND LOCATION OF ALL WORK. 7. VOICE/DATA OUTLET 411.B. MOUNT ALL WEATHERPROOF RECEPTACLES HORIZONTALLY WITH HINGE ON TOP. m 6.C. COORDINATE THE WORK OF ALL OTHER TRADES, VERIFYING ALL REQUIRED CLEARANCES, PROPER SLEEVES, 7.A. DEVICE SHALL BE A DUPLEX JACK OUTLET BY HUBBELL #DJ00, COORDINATE DEVICE WITH OWNER'S .A. PROVIDE SLEEVES SUPPORTS, DOOR SWINGS AND OTHER ITEMS AFFECTING THIS WORK. DETERMINE IN ADVANCE THE METHODS EQUIPMENT REQUIREMENTS. COLOR, AS SELECTED BY ARCHITECT. THROUGH CONCRETEE WALLS OR SUSPENDED SLABS. SLEEVES IN CONCRETE BEAMS, JOISTS,SUFFICIENT SIZE TO PERMIT READY INSTALLATION OF EACH CONDUIT WHICH PASSES COLUMNS OR 12. COVER PLATES J OF INSTALLING AND CONNECTING ALL EQUIPMENT, OUTLETS AND OTHER ITEMS. 8. SHEET STEEL PULL BOXES FOOTING WALLS MAY BE INSTALLED ONLY WHERE PERMITTED BY THE STRUCTURAL ENGINEER. 12.A. PROVIDE PLATES FOR ALL OUTLET BOXES AND FITTINGS OF ALL SYSTEMS EXCEPT AT OUTLETS WHERE FIXTURE a 4.B. FOR CONDUIT THAT PASSES THROUGH SUSPENDED CONCRETE SLABS, PLACE SLEEVES WITH THE TOP 1 INCH CANOPIES ARE USED. = 6.D. INCLUDE ALLOWANCES FOR SITE CONDITIONS AND CIVIL, ARCHITECTURAL AND OTHER DRAWINGS. 8.A. IN WET LOCATIONS, OUTDOORS OR WHERE INDICATED TO BE WEATHERPROOF, PROVIDE BOXES THAT HAVE 12.13. PROVIDE WEATHERPROOF COVERS ON WEATHERPROOF DEVICES. USE CAST GASKETED COVERS FOR EXTERIOR V' 7. SUBMITTALS BEEN HOT-DIPPED GALVANIZED AFTER CONSTRUCTION AND GIVEN TWO COATS OF GRAY COLOR ABOVE FINISHED SLAB AND THE BOTTOM FLUSH WITH UNDERSIDE OF SLAB. IN ALL OTHER CASES, PLACE 7.A. EQUIPMENT ORDER LIST: RUST-RESISTANT PAINTSLEEVES WITH THE ENDS FLUSH WITH CONCRETE SURFACES. SPACE SLEEVES AT LEAST THREE DIAMETERS PULL OR JUNCTION OUTLET BOXES OR FITTINGS. =z . INSTALL COVERS WITH STAINLESS STEEL SCREWS AND NEOPRENE GASKETS. APART ON CENTER OR MORE IF REQUIRED BY THE ARCHITECT. 13. LIGHTING SYSTEM a 7.A.1. WITHIN TWENTY (20) DAYS AFTER AWARD OF CONTRACT, DELIVER TO THE ARCHITECT SIX (6) COPIES OF SEAL AROUND CONDUIT ENTRIES WITH SILICONE SEALANT, GENERAL ELECTRIC OR EQUAL. 13.A. LIGHTING FIXTURES SHALL HAVE ALL PARTS AND FITTINGS NECESSARY TO COMPLETELY INSTALL THE FIXTURES. z A COMPLETE LIST OF EQUIPMENT AND MATERIALS ORDERED GIVING DESCRIPTION, PLATE NUMBERS, DATE 8.8. IN DRY LOCATIONS, FINISH ALL BOX SURFACES WITH ONE COAT OF METAL PRIMER AND ONE COAT OF 4.C. WHERE CONDUITS PASS THROUGH FIRE RESISTIVE WALLS, CEILINGS OR FLOORS, THEY SHALL BE PACKED WITH OF ORDERS AND REQUESTED DELIVERY DATES. ARRANGE DELIVERY OF PROPER QUANTITIES SO THAT THE PRIMER SEALER. FIRE RESISTANT COMPOUND OR CONCRETE. WIRING RUNNING IN FIXTURES SHALL BE TYPE "THHN" OR "MTW". FIXTURES SHALL BE EQUIPPED WITH LAMPS O PROGRESS OF THE WORK WILL NOT BE DELAYED. 9. CONDUCTORS 4.D. PROVIDE SLEEVES OF GALVANIZED SHEET STEEL AND OF PROPER GAUGE TO RETAIN THEIR SHAPE DURING OF SIZE AND TYPE AS SHOWN IN THE FIXTURE SCHEDULE. ITEMS OF TRIM OR DECORATION SHALL BE w 7.13. MATERIAL LIST: 9.A. PROVIDE NEW CONDUCTORS MANUFACTURED WITHIN ONE YEAR OF DATE OF DELIVERY TO JOB. DELIVER FORMING AND CONCRETE OPERATIONS. WHERE A CONDUIT PASSES THROUGH AN EXTERIOR SURFACE, SEAL THE SUPPLIED AND PROPERLY INSTALLED AFTER OTHER TRADES HAVE FINISHED THEIR WORK AND CLEANED THE :2 7.B.1. SUBMIT COMPLETE MATERIAL LIST FOR ALL PRODUCTS TO BE USED IN THIS WORK. CONDUCTORS TO SITE IN THEIR ORIGINAL UNBROKEN PACKAGES OR ON THEIR ORIGINAL CABLE REELS. ALL SPACE BETWEEN THE CONDUIT AND ITS SLEEVE WITH AN APPROVED WATERTIGHT COMPOUND. AREA. o 7.C. RECORD DRAWINGS: CONDUCTOR PACKAGES AND CABLE REELS SHALL BE MARKED AND TAGGED PLAINLY WITH UL LABEL, SIZE, 5. ROOF STUBS 13.13. ALL LIGHT FIXTURES INSTALLED OUTDOORS IN LOCATIONS PROTECTED FROM THE WEATHER (AS UNDER o 5.A. AT BUILT-UP ROOFING, PROVIDE PITCH POCKETS AT ALL ROOF STUBS. FOR OTHER TYPE ROOFS, PROVIDE A CANOPIES) SHALL BE RATED FOR OUTDOOR USE, GASKETED AND FINISHED WITH AN EPDXY TYPE PAINT OR 7.D. MARK AND DIMENSION ACTUAL ROUTINGS OF ALL UNDERGROUND CONDUITS INSTALLED EXTERIOR TO BUILDINGS VOLTAGE RATING, INSULATION TYPE, TYPE OF STRANDING, MANUFACTURER'S NAME, TRADE NAME AND GALVANIZED IRON ROOF JACK OF THE PROPER SIZE FOR EACH CONDUIT THAT STUBS-UP THROUGH A ROOF. OTHER APPROVED CORROSION RESISTANT FINISH. vii AND ALL FEEDERS UNDER BUILDING SLABS. DIMENSION THE TERMINAL LOCATION AND SHOW ITS DEPTH BELOW MONTH AND YEAR WHEN MANUFACTURED. FLASH AND COUNTER FLASH. COORDINATE THIS WORK WITH AFFECTED TRADES. INSTALL ROOF SEALS IN 13.C. SURFACE MOUNTED FIXTURES AND OUTLETS FOR SURFACE MOUNTED FIXTURES ARE SHOWN DIAGRAMMATICALLY m \ FINISHED GRADE FOR EACH UNDERGROUND STUB OUT. 9.B. CONDUCTORS SHALL BE SOFT DRAWN, MINIMUM 98% CONDUCTIVITY STRANDED COPPER, TYPE THW, XHHW SUCH A MANNER AS NOT TO VOID ROOF GUARANTEES. ON DRAWINGS AND SHALL BE LOCATED SO AS TO CLEAR ALL DOOR SWINGS INCLUDING CABINET DOOR SWINGS. > / 8. GUARANTEE OR THWN/THHN, 600 VOLT, UNLESS OTHERWISE NOTED. POWER CONDUCTORS NO. 10 AWG AND SMALLER O 6. CONDUIT WHERE IT IS NOT POSSIBLE TO CLEAR A DOOR SWING THE CONTRACTOR SHALL VERIFY CLEARANCES ABOVE J 8.A. ALL MATERIALS AND EQUIPMENT FURNISHED AND INSTALLED UNDER THIS SECTION OF THE SPECIFICATIONS SHALL BE SOLID. w 6.A. UNLESS OTHERWISE INDICATED, PROVIDE CONDUITS OF TYPE PERMITTED OR REQUIRED, FOR ALL THE TOP OF THE DOOR WITH ARCHITECTURAL DRAWINGS, DETAILS, SECTIONS, ELEVATIONS AND DOOR U MM SHALL BE GUARANTEED IN WRITING FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE 9.C. ALUMINUM CONDUCTORS ARE NOT ACCEPTABLE. CONDUCTORS OR CABLES OF ALL SYSTEMS AND VOLTAGES. SCHEDULES. TYPICAL THROUGHOUT PROJECT. z W OF THE BUILDING AGAINST DEFECTIVE MATERIAL, DESIGN AND WORKMANSHIP. UPON RECEIPT OF NOTICE FROM 9.D. USE ONLY PLATED COPPER ALLOY CONNECTORS OR LUGS. ALUMINUM CONNECTORS OR LUGS ARE NOT 6.13. CONDUITS SHALL NOT CONTAIN MORE THAN NINE (9) CONDUCTORS UNLESS INDICATED EXCEPT FOR SIGNAL, 14. SIGNAL CONDUIT SYSTEM o THE OWNER OF THE FAILURE OF ANY PART OF THE WORK DURING THE GUARANTEE PERIOD, THE AFFECTED ACCEPTABLE. THE FOLLOWING CONNECTORS ARE PROVIDED FOR COPPER CONDUCTORS: W z WORK SHALL BE REPLACED PROMPTLY WITH NEW WORK BY AND AT THE EXPENSE OF THE CONTRACTOR AND REMOTE CONTROL OR COMMUNICATIONS SYSTEMS. 14.A. SIGNAL OUTLETS IN SOLID WALLS SHALL BE 4-11/16" SQUARE, AT LEAST 2-1/8" DEEP WITH SINGLE GANG w 9.D.1. FOR WIRE NO. 10 AWG AND SMALLER: 3M SCOTCHLOC , IDEAL 'SUPERNUT , BUCHANAN 133 . � � AT NO COST TO THE OWNER. 6.C. ALL CONDUIT SHALL BE CONCEALED UNLESS OTHERWISE INDICATED OR REQUIRED. 1-1/4' DEEP PLASTER RING. RATINGS FOR OUTLETS IN FIRE RATED WALLS SHALL EXCEED THE WALL RATING. a. Q O 9.D.2. FOR WIRE N0. 8 AWG AND LARGER: BURNDY "VERSITAPS" AND HEAVY DUTY CONNECTORS, O.Z. 6.D. UNLESS OTHERWISE INDICATED, USE ELECTRICAL METALLIC TUBING (EMT)AS FOLLOWS: ABOVE GRADE IN DRY 14.8. OUTLETS IN HOLLOW WALLS SHALL BE SINGLE GANG PLASTER RING. STRAP CONDUIT ADJACENT TO OUTLET w (D PART 2 - PRODUCTS SOLDERLESS CONNECTORS OR THE EQUIVALENT BY BUCHANAN, KEARNEY OR PENN-UNION. LOCATIONS IN ACCESSIBLE CEILINGS AND WHERE NOT SUBJECT TO MECHANICAL INJURY OR OTHERWISE AND TERMINATE WITH CABLE BUSHING. Q 1. MATERIALS 10. WIRING DEVICES PROHIBITED. CONCRETE OR MASONRY IN CONTACT WITH EARTH ARE NOT CONSIDERED DRY LOCATIONS. • � w 1.A. EXCEPT WHERE SPECIFICALLY INDICATED OTHERWISE, PROVIDE ONLY NEW MATERIALS HAVING ALL LEGALLY 10.A. WIRING DEVICES SHALL BE DECORA STYLE AS FOLLOWS, OR APPROVED EQUALS: 14.C. SIGNAL CONDUITS SHALL BE 3/4 MINIMUM SIZE UNLESS OTHERWISE INDICATED ON THE DRAWINGS AND SHALL � U 0/ 6.E. METAL-CLAD CABLE MAY BE USED WHERE CONCEALED FOR FIRE ALARM AND BRANCH CIRCUITING OF LIGHTING BE EMT OR RIGID GALVANIZED STEEL. 3/4" AND 1" CONDUIT BENDS SHALL HAVE 12" MINIMUM RADIUS. 1-1/4" -' '^ 0 REQUIRED APPROVALS AND/OR LABELS. AND CONVENIENCE RECEPTACLES (IT IS NOT PERMITTED EXPOSED, AT PROJECTION BOOTHS OR AT CONCESSION AND LARGER CONDUIT SHALL HAVE 30" MINIMUM RADIUS. NO COUPLING SHALL BE PLACED IN BENDS. EACH = U) 1.13. PROVIDE MATERIALS COMPLYING WITH THE STANDARDS OF NATIONALLY RECOGNIZED ORGANIZATIONS (SUCH AS LEVITON PASS & SEYMOUR cn ANSI, NEMA AND UL). STANDS). RUN OF CONDUIT SHALL HAVE A MAXIMUM OF TWO 90 DEGREE BENDS. INSTALL ADDITIONAL PULL BOXES IF Q SINGLE POLE SWITCH 5621-2-W 2621-W 6.F. FLEXIBLE STEEL CONDUIT SHALL BE USED ONLY: `�' Q 2. MAIN SWITCHBOARD TWO POLE SWITCH 5622-2-W 2622-W MORE THAN TWO BENDS ARE REQUIRED PER RUN. WHERE CONDUIT ENTERS BUILDING, KEEP CONDUIT FREE OF zo ' ` 0 2.A. PROVIDE MAIN SWITCHBOARDS CONTAINING SERVICE, METERING, CURRENT TRANSFORMER COMPARTMENT, MAIN THREE WAY SWITCH 5623-2-W 2623-W 6.F.1. WHERE INDICATED, SIX FOOT MAXIMUM LENGTH PLUS GREEN GROUND WIRE. CONTACT WITH REINFORCING STEEL AND OTHER METALLIC STRUCTURES OR PIPE. 6, v 6.F.2. FOR FINAL CONNECTIONS TO MOTORS, VIBRATING EQUIPMENT OR WHERE REQUIRED FOR EQUIPMENT DISCONNECT AND DISTRIBUTION SECTION AS INDICATED AND AS REQUIRED. FOUR WAY SWITCH 5624-2-W 2624-W 14.D. INSTALL 1/2" CONDUIT FROM TELEPHONE BACKBOARD TO NEAREST COLD WATER PIPE IN AN ACCESSIBLE w Q 2.13. ENCLOSURES: DUPLEX RECEPTACLE 16352-W 26352-W SERVICING. LOCATION AND 1"C- 1 #6 TO GROUNDING BOX. � 2.13.1. TOTALLY ENCLOSED SECTIONS BOLTED TOGETHER TO FORM A SINGLE FLOOR-STANDING ASSEMBLY, NEMA 6.F.3. FOR CONNECTIONS TO RECESSED LIGHTING FIXTURES FROM NEARBY ACCESSIBLE JUNCTION BOXES. o � CD GROUND FAULT CIR. INT. 8899-W 2094-W 15. PLYWOOD BACKBOARDS • 6.F.4. FOR CONCEALED RUNS IN STUD WALLS, IN INACCESSIBLE CEILINGS AND IN DRY LOCATIONS WHERE z TYPE 1 GENERAL PURPOSE FOR INDOOR INSTALLATION, FRONT ACCESS ONLY UNLESS INDICATED. PROVIDE 15.A. FOR TELEPHONE OR COMMUNICATIONS SYSTEM TERMINALS OR FOR MOTOR CONTROL OR OTHER EQUIPMENT �- STRUCTURAL CONDITIONS PREVENT THE USE OF OTHER TYPES OF CONDUIT OR WHERE EXCESSIVE CUTTING SERVICE PULL SECTIONS WHERE REQUIRED AND SIZE AS REQUIRED BY THE SERVING UTILITY. SECTIONS 10.B. RECEPTACLES SHALL BE BONDED IN ACCORDANCE WITH ARTICLE E250-74 OF TITLE 24, STATE OF ASSEMBLIES PROVIDE BACKBOARDS OF SIZE INDICATED OR LARGER IF REQUIRED. 90 IN. HIGH AND ALL OF THE SAME DEPTH, CALIFORNIA ADMINISTRATIVE CODE. OR NOTCHING OF WOOD MEMBERS WOULD OTHERWISE BE REQUIRED. 16. NAMEPLATES Of MINIMUM 14 INCHES UNLESS INDICATED. LEGAL GAUGE 6.G. SIZE ALL CONDUIT AS REQUIRED, OR LARGER WHERE INDICATED OR PREFERRED. WHERE PORTIONS OFA r SHEET STEEL FINISHED MANUFACTURER'S STANDARD GRAY BAKED ENAMEL. IT IS THE CONTRACTOR'S 10.C. FINISH OF DEVICES SHALL BE AS SELECTED BY ARCHITECT. 16.A. PROVIDE A NAMEPLATE FOR EACH SWITCHBOARD, PANELBOARD, TERMINAL CABINET, BACKBOARD, INDIVIDUALLY co CONDUIT RUN ARE INCREASED IN SIZE FOR WHATEVER REASON MAKE ALL REMAINING PORTIONS IN THAT RUN m RESPONSIBILITY TO FURNISH A SWITCHBOARD TO FIT THE SPACE INDICATED. 11. TOGGLE SWITCHES MOUNTED CIRCUIT BREAKER OR MOTOR CONTROL, SAFETY SWITCH, PULL BOX, CONTROL PANEL, RELAY AND FOR � THE SAME SIZE AND INCREASE JUNCTION BOX SIZES OR FITTINGS AS REQUIRED. o O 2.C. BUSBARS: 11.A. FOR FLUSH-MOUNTED WEATHERPROOF SWITCHES, PROVIDE GASKETED STAINLESS STEEL LIFT COVER PLATE, ANY OTHER CONTROL DEVICE OR MAJOR ITEM OF ELECTRICAL EQUIPMENT. � PASS & SEYMOUR WP SERIES. WHERE SURFACE MOUNTED, USE CAST BOX WITH GASKETED CAST 6.H. SEAL ENDS OF ALL CONDUIT WITH APPROVED MANUFACTURED CONDUIT SEALS, CAPS OR PLUGS IMMEDIATELY 9 2.C.1. RECTANGULAR CROSS-SECTION, FULL HEIGHT IN-EACH DISTRIBUTION SECTION WITH HORIZONTAL CROSS 16.B. PROVIDE BLACK-ON-WHITE LAMINATED, PLASTIC MICARTA NAMEPLATE ENGRAVED IN MINIMUM 1/4 IN. HIGH Q AFTER INSTALLATION. KEEP ENDS SEALED UNTIL IMMEDIATELY PRIOR TO PULLING CONDUCTORS. � O BUSBARS BETWEEN SECTIONS. SILVER PLATED COPPER OR TIN PLATED ALUMINUM BUSSING, JOINTS AND ALUMINUM LIFT COVER PLATE, HUBBELL N0. 7420, WHERE APPLICABLE. LETTERS TO CORRESPOND WITH THE DESIGNATION ON DRAWINGS. PROVIDE OTHER OR ADDITIONAL INFORMATION 6.1. WHERE CONDUIT IS UNDERGROUND, UNDER SLAB OR GRADE, EXPOSED TO THE WEATHER OR IN WET LOCATIONS, ,�, r- CONNECTIONS, THROUGHOUT. SHORT CIRCUIT CAPABILITIES IN ACCORDANCE WITH MINIMUM REQUIREMENTS 12. COVER PLATES ON NAMEPLATES WHERE INDICATED. z MAKE JOINTS LIQUIDTIGHT AND GASTIGHT. END OF UNDERGROUND FEEDER CONDUITS SHALL BE SEALED AFTER FOR THE CIRCUIT PROTECTORS UNLESS INDICATED GREATER. WHENEVER FUTURE SECTIONS OR SPACE 12.A. PLATES SHALL BE DECORA STYLE WHITE PLASTIC U.O.N. 16.C. ATTACH NAMEPLATES TO EQUIPMENT WITH RIVETS, BOLTS, SHEET METAL SCREWS OR INSTALL IN METAL THE CABLE IS INSTALLED TO PREVENT BREATHING AND CONDENSATION. � FOR FUTURE EXPANSION IS INDICATED ON THE PLANS, PROVIDE BUSSING AND COVERED OPENING IN 13. TIME SWITCHES 6.J. KEEP BENDS AND OFFSETS IN CONDUIT RUNS TO AN ABSOLUTE MINIMUM. FOR THE SERVING UTILITIES, MAKE HOLDERS WELDED TO THE EQUIPMENT. = 13.A. PROVIDE ALL TIME SWITCHES WITH MINIMUM RATINGS AND FEATURES AS FOLLOWS: 17. GROUNDING � SWITCHBOARD AS REQUIRED FOR FUTURE EXPANSION. LARGE-RADIUS BENDS TO MEET THEIR REQUIREMENTS. REPLACE ALL DEFORMED, FLATTENED OR KINKED � 13.A.1. MINIMUM ONE SPARE POLE EXCEPT WHEN CONTROLLING MECHANICALLY HELD CONTRACTORS OR 17.A. GROUND THE NEUTRAL OF EACH ISOLATED ELECTRICAL SYSTEM HAVING A NEUTRAL CONDUCTOR WITH A 2.D. LUGS: CONDUIT. � 2.D.1. LUGS FOR ALL EXTERNAL AND INTERNAL CONNECTIONS, PLATES OR OTHERWISE SHALL BE SUITABLE FOR RELAYS. SYSTEM GROUND CONNECTION SIZED AS REQUIRED. z 6.K. SUPPORT CONDUIT AT LEGAL INTERVALS. PROVIDE ADDITIONAL SUPPORTS AS REQUIRED TO PREVENT SAGGING ui 13.A.2. MINIMUM SETTING OF THREE HOURS. 17.13. FOR THE SYSTEM GROUND CONNECTION, PROVIDE A GREEN COLOR INSULATED COPPER CONDUCTOR IN A RIGID � EITHER COPPER OR ALUMINUM CONDUCTORS. OR AS DIRECTED. PERFORATED STRAP OR PLUMBERS TAPE IS NOT ACCEPTABLE FOR CONDUIT SUPPORT. w 13.A.3. MOTOR AND CONTACT VOLTAGES AS REQUIRED. STEEL CONDUIT TO THE GROUND ELECTRODE. CONNECT THE CONDUIT AND CONDUCTOR TO THE ELECTRODE u, 2.E. CIRCUIT PROTECTORS: HANG SUPPORTS FROM STRUCTURAL MEMBERS OR APPROVED CONCRETE HANGERS. 13.A.4. EIGHT HOUR SPRING DRIVEN AUTOMATIC REWIND RESERVE POWER. WITH A MALLEABLE IRON CONDUIT HUB AND A 2-BOLT GROUND CLAMP. cr 2.E.1. CIRCUIT BREAKERS OR FUSED SWITCHES AS INDICATED. SERIES RATED MINIMUM INTERRUPTING CAPACITY 6.L. WHERE CONDUIT MAY BE AFFECTED BY DISSIMILAR MOVEMENTS OF THE SUPPORTING STRUCTURES OR MEDIUM, 17.C. WHERE.THE COLD WATER PIPING SYSTEM IS UNSUITABLE FOR USE AS A GROUNDING ELECTRODE AND WHERE a 13.A.5. CONTACTS RATED 1 H.P. AT 120 VOLT AND 40 AMPERES AT 277 VOLTS AC EXCEPT CONTACTS MAY OF 65,000 SYMMETRICAL RMS AMPERES. PROVIDE SUITABLE FLEXIBLE OR EXPANSION DEVICES. LOCAL CODE PERMITS PROVIDE COPPER-CLAD MULTIPLE-ROD ELECTRODES COMPLYING WITH ALL LEGAL 2.E.1.A. CIRCUIT BREAKERS: MOLDED CASE, THERMAL MAGNETIC TYPE, PADLOCKABLE IN THE "OFF" POSITION. BE RATED A MINIMUM 10 AMPERES WHEN CONTROLLING RELAYS OR CONTRACTORS. 6.M. ROUTE CONDUIT TO AVOID DRAINS OR OTHER GRAVITY LINES. WHERE CONFLICTS OCCUR, RELOCATE CONDUIT m 13.A.6. SKIP-A DAY FEATURE. REQUIREMENTS INCLUDING ROD SIZE, SPACING ACCESSIBILITY AND RESISTANCE TO GROUND. 2.E.2. FUSED SWITCHES: QUICK-MAKE, QUICK-BREAK, VISIBLE BLADE, HORSEPOWER RATED, SPRING PRESSURE AS REQUIRED. � 13.B. TIME SWITCHES CONTROLLING MECHANICAL SYSTEMS OR EQUIPMENT SHALL HAVE ADDITIONAL FEATURES AS 17.D. USE THE CONDUIT SYSTEM FOR EQUIPMENT AND ENCLOSURE GROUNDING. WHERE NON-METALLIC CONDUITS w FUSE CLIP, AND BLADE JAW CONTACT, PADLOCKABLE IN THE "OFF" POSITION, WITH POSITION-INDICATING 6.N. RUN ALL CONDUIT PARALLEL WITH OR AT RIGHT ANGLES TO STRUCTURAL MEMBERS, WALLS OR LINES OF THE w FOLLOWS: ARE USED, PROVIDE A GREEN COLOR INSULATED GROUND CONDUCTOR OF CODE SIZE WITHIN THE CONDUIT AND U OPERATING HANDLES AND DEFEATABLE COVER INTERLOCK TO PREVENT ACCESS TO THE FUSES UNLESS 13.B.1. SINGLE THROW CONTACTS. BUILDING. ROUTE ALL EXPOSED CONDUIT TO PRESERVE HEADROOM, ACCESS AND WORK SPACE. Lx c„ THE SWITCH IS IN THE "OPEN" POSITION. 13.8.2. 24 HOUR DIAL. 6.0. DO NOT RUN CONDUIT IN CONCRETE MEMBERS OR SUSPENDED SLABS UNLESS APPROVED IN WRITING BY THE TERMINATE PROPERLY TO THE EQUIPMENT ENCLOSURE AT EACH END. (USE SEPARATE GROUND BUSBARS IN z Y O STRUCTURAL ENGINEER. ALL PANELBOARDS AND SWITCHBOARDS.) INCREASE CONDUIT, FITTINGS AND PULLBOX SIZES AS REQUIRED TO 2.E.3. FUSES: CURRENT-LIMITING TYPE, MINIMUM 100,000 SYMMETRICAL RMS AMPERES INTERRUPTING CAPACITY, 13.8.3. OR AS SPECIFIED UNDER SECTION 15000 6.P. ALL RIGID CONDUIT STUBS-UP IN CONCRETE FLOORS SHALL HAVE COUPLINGS FLUSH WITH FINISHED FLOOR ACCOMMODATE THE ADDITIONAL CONDUCTOR. 0 > BUSS TYPE RK5 TD OR EQUAL BY GOULD, UNLESS OTHER CLASS OR TYPE INDICATED. PROVIDE THREE 13.C. TIME SWITCHES CONTROLLING LIGHTING BRANCH CIRCUITS OR LIGHTING CONTRACTORS SHALL HAVE w UNLESS NOTED OTHERWISE. 17.E. PROVIDE BONDING DEVICES, FITTINGS OR JUMPERS AT EXPANSION FITTINGS OR WHEREVER CONTINUITY OF cn af SPARE FUSES FOR EACH SIZE AND TYPE AND MOUNT IN A SUITABLE CABINET BEHIND A HINGED DOOR ADDITIONAL FEATURES AS FOLLOWS: a-, Y 6.Q. PROVIDE A POLYPROPYLENE ROPE RATED 700 POUNDS TENSILE STRENGTH IN EACH CONDUIT (MORE THAN 10 GROUNDING IS NOT CERTAIN OR WHERE REQUIRED BY INSPECTING AUTHORITIES. w � w WITH NAMEPLATE ENGRAVED SPARE FUSES". LOCATE CABINET ON OR NEAR SWITCHBOARD. 13.C.1. 24 HOUR DIAL WITH PHOTOCELL "ON", FOR EXTERIOR OR DAYLIGHT AREAS. 18. SUPPORTS � Q �' 2.E.4. ALL CIRCUIT PROTECTORS SHALL HAVE A SHORT CIRCUIT INTERRUPTING CAPACITY EQUAL TO OR GREATER 13.C.2. 24 HOUR DIAL FOR INTERIOR. FEET IN LENGTH) LEFT EMPTY FOR FUTURE USE. O z 18.A. PROVIDE ALL NECESSARY FOUNDATIONS, SUPPORTS AND BACKING FOR ALL ENCLOSURES, CONDUITS EQUIPMENT, w a THAN THE AVAILABLE FAULT CURRENT AT THAT POINT. IF THE AVAILABLE FAULT CURRENT IS NOT 13.D. UNLESS OTHERWISE INDICATED, ALL TIME SWITCHES SHALL BE INSTALLED IN PANELBOARDS, SWITCHBOARDS 6.R. TERMINATE ABOVE-GRADE STUBS WITH PLUGGED COUPLINGS SET FLUSH WITH BUILDING EXTERIOR. r � � 6.S. AT COMPLETION OF UNDERGROUND CONDUIT INSTALLATION, PULL A FLEXIBLE MANDREL 12 INCHES LONG BY A OUTLETS, DEVICES AND LIGHTING FIXTURES. z z INDICATED, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO OBTAIN THIS INFORMATION FROM THE BEHIND SEPARATE HINGED DOORS OR IN RELAY COMPARTMENTS. PROVIDE A MINIMUM 12" X 12" OPENING ( 18.13. ATTACH ALL BOXES, OUTLET BOXES, STRAPS, CABINETS AND EQUIPMENT TO WOOD WITH WOOD OR LAG Q w ARCHITECT. FAILURE TO DO THIS WILL NOT ENTITLE THE CONTRACTOR TO COMPENSATION FOR ANY BEHIND DOOR FOR THE TIME SWITCH. TIME SWITCH ENCLOSURES MAY BE OMITTED IF BARRIERS AND DIAMETER 1/4 IN. LESS THAN THE INSIDE DIAMETER OF THE CONDUIT) THROUGH EACH CONDUIT, FOLLOWED BY SCREWS, TO METAL WITH MACHINE SCREWS OR BOLTS, AND TO CONCRETE WITH EXPANSION ANCHORS OR o (n � ADDITIONAL COSTS INCURRED IN MEETING THIS REQUIREMENT. MOUNTING BRACKETS ARE PROVIDED. A STIFF-BRISTLE BRUSH. CAP CONDUITS AT BOTH ENDS. SELF-DRILLING METAL ANCHORS, AND WITH MACHINE SCREWS OR BOLTS. USE SIZE AND NUMBER OF o z w 2.E.5. FUSE HOLDERS FOR CURRENT-LIMITING FUSES SHALL BE TYPE "R". 13.E. WHERE INDICATED, PROVIDE TIME SWITCHES IN NEMA 1 ENCLOSURES FOR INDIVIDUAL FLUSH MOUNTING IN 6.T. CONDUITS SHALL NOT BE RUN THROUGH STRUCTURAL MEMBERS EXCEPT AS SPECIFICALLY DIRECTED IN WRITING ATTACHMENTS AS REQUIRED TO SUPPORT EQUIPMENT WEIGHT WITH A MINIMUM SAFETY FACTOR OF 4 TO 1. w 2.F. METERING PROVISIONS: AREAS WITH CONCEALED WIRING, AND IN NEMA 1 ENCLOSURES FOR SURFACE MOUNTING IN AREAS WITH BY THE STRUCTURAL ENGINEER. 18.C. SECURE FLOOR MOUNTED EQUIPMENT TO FLOOR WITH MACHINE BOLTS AND ANCHORS. = O o SURFACE MOUNTED WIRING. 6.U. CONDUITS ABOVE FUTURE SUSPENDED CEILINGS SHALL BE INSTALLED AS HIGH AS POSSIBLE AGAINST THE Ld '- 2.F.1. SEQUENCE OF METER TO MAIN, PULL SECTION LANDING LUGS, BUSBARS AND PROVISIONS FOR CURRENT 18.D. PROVIDE STRUCTURAL CONCRETE BASES FOR LIGHTING POLES PER STRUCTURAL ENGINEERS AND E TRANSFORMER AS REQUIRED BY SERVING UTILITY. 13.F. TIME SWITCHES SHALL BE AS MANUFACTURED BY PARAGON, TORK OR SANGAMO. STRUCTURE ABOVE. m MANUFACTURER'S RECOMMENDATIONS AS SHOWN ON THE DRAWINGS. m Q �, 2.G. DISTRIBUTION SECTIONS SHALL BE CONVERTIBLE TYPE WITH FULL LENGTH RECTANGULAR BUSSING AND CROSS 14. PHOTOELECTRIC CONTROLLERS 6.V. CONDUIT STUBS INTO ACCESSIBLE CEILING SPACES OR OTHER SIMILAR AREAS SHALL TERMINATE WITH A NYLON O U w BUSSING OF CAPACITY AND POLES AS REQUIRED ON THE DRAWINGS AND BRACED TO WITHSTAND 50,000 14.A. AS MANUFACTURED BY AUTOMATIC SWITCH COMPANY, SQUARE D, TORK, PARAGON, OR SANGAMA. BUSHING TO PREVENT DAMAGE FROM PULLING FUTURE CABLES. 18.E. CONTRACTOR SHALL VERIFY ALL MOUNTINGS AND INSTALLATIONS SHALL CONFORM TO CALIFORNIA SEISMIC REQUIREMENTS. z _ Q N 15. CONTACTORS 7. OUTLET BOXES J o .= AMPS SYMMETRICAL SHORT CIRCUIT CURRENT (UNLESS OTHERWISE INDICATED). TESTING 19. 15.A. AS MANUFACTURED BY AUTOMATIC SWITCH COMPANY, SQUARE "D", G.E. OR WESTINGHOUSE. 7.A. OUTLET BOXES SHALL BE OF MINIMUM SIZE PER PART 2 OR LARGER AS REQUIRED BY NEC, EXCLUSIVE OF = U 2.H. ENDS OF SWITCHBOARD SHALL BE LOUVERED. EACH SWITCH OR BREAKER SHALL HAVE AN ENGRAVED 19.A. ALL WIRING AND CONNECTIONS SHALL BE TESTED FOR CONTINUITY, SHORTS AND IMPROPER GROUNDS IN 16. SUPPORTS COVER RINGS. BAKELITE NAMEPLATE INDICATING EQUIPMENT OR PANEL CONTROLLED. PROVIDE GOULD AMP-TRAP FUSES OR ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE. ALL RECEPTACLE OUTLETS SHALL EQUAL BY BUSS OR ECONOMY, OF PROPER SIZE FOR EACH SWITCH. INSTALL WITH REJECTION CLIPS. 16.A. SWING CONNECTORS FOR STEEL RODS SUPPORTING HANGING ELECTRICAL EQUIPMENT TRANSFORMERS, 7.13. USE CAST METALLIC BOXES WHERE LEGALLY REQUIRED. o W � ( BE TESTED FOR PROPER GROUNDING. ANY AND ALL REPAIRS RESULTING FROM THE TESTS OR PRELIMINARY z 2.1. ALL SECTIONS SHALL BE EQUIPPED WITH MICARTA NAMEPLATES INDICATING "CAUTION - INSTALL ONLY JUNCTION BOXES, ETC.) SHALL BE EQUAL TO STEEL CITY E-165, E-170 AND E-232. 7.C. USE SOLID TYPE GANG BOXES WHERE REQUIRED FOR MORE THAN TWO DEVICES OR FOR BARRIERED OUTLETS. OPERATION OF THE EQUIPMENT SHALL BE MADE BY THE CONTRACTOR AT HIS EXPENSE. ¢ �" J USE CONCRETE BOXES FOR OUTLETS IN CONCRETE CONSTRUCTION. FOR BOXES NOT INDICATED, PROVIDE m CURRENT-LIMITING FUSES AS ORIGINALLY INSTALLED". 17. DISCONNECT SWITCHES 19.13. REQUIRED TESTS, IN ADDITION TO THOSE MENTIONED ABOVE, INCLUDE BUT ARE NOT LIMITED TO: � Q � TYPES AND MOUNTINGS AS REQUIRED TO SUIT THE EQUIPMENT OR AS DIRECTED. 2.J. ALL FUSES SHALL BE CURRENT-LIMITING AND SHALL ADEQUATELY PROTECT THE EQUIPMENT SERVED FROM 17.A. FOR ALL MOTORS OR EQUIPMENT OUT OF SIGHT OF THE CONTROLLER OR MORE THAN 50 FEET FROM THE 19.13.1. GROUND RESISTANCE TEST. o0 J �__ � 7.D. SUPPORT RECESSED BOXES IN STUD PARTITIONS WITH GALVANIZED STEEL BOX HANGERS OF TYPES MADE FAULT CURRENTS IN EXCESS OF THEIR RATINGS. CONTROLLER, PROVIDE A DISCONNECT SWITCH AT THE MOTOR OR EQUIPMENT LOCATION. 19.B.2. SERVICE AND FEEDER CONDUCTORS INSULATION RESISTANCE. a Q � m SPECIFICALLY FOR THE PURPOSE. m �„ 2.K. SERVICE SWITCHBOARDS SHALL BE AS MANUFACTURED BY G.E., WESTINGHOUSE, CHALLENGER OR SQUARE D. 17.13. UNLESS OTHERWISE INDICATED OR REQUIRED, USE ONLY NONFUSED TYPE FOR MOTOR OR EQUIPMENT 19.13.3. GROUND FAULT PROTECTION. � m cn 7.E. ALL BOXES SHALL BE OF PROPER CODE SIZE FOR NUMBER AND SIZES OF CONDUCTORS PASSING THROUGH ULi CONNECTIONS. PROVIDE SWITCHES WITH THE NUMBER OF POLES AND THE VOLTAGE, CURRENT AND 19.B.4. SUCH OTHER TESTS AS MAY BE REQUIRED BY THE ARCHITECT. b w � � 2.L. PROVIDE THREE (3) SPARE CURRENT-LIMITING FUSES FOR EACH FUSE RATING SHOWN ON THE SINGLE LINE. ORTERMINATING THEREIN. HORSEPOWER RATINGS AS REQUIRED. 19.C. WHEN THE WORK IS SUBSTANTIALLY COMPLETE, CONDUCT A SERVICE VOLTAGE TEST AS FOLLOWS: a � Y f- z z DIAGRAM. 7.F. PROVIDE COVERS OF THE TYPES MOST SUITABLE FOR THE FIXTURES OR DEVICES USED AT THE OUTLETS. IN of F- w w 2.M. PROVIDE NAMEPLATES. 17.C. NON-FUSIBLE DISCONNECT SWITCHES SHALL BE SAME TYPE AS SPECIFIED FOR FUSIBLE DISCONNECT BRICK, CONCRETE BLOCK, STONE OR TILE WALLS, USE SQUARE CORNERED TILE COVERS OF PROPER DEPTH TO 19.C.1. MEASURE SERVICE VOLTAGE AT NO LOAD AND AT MAXIMUM LOAD AND SUBMIT RESULTS TO ARCHITECT. w F-- < J � : � SWITCHES, EXCEPT FOR SINGLE PHASE MOTORS 2 H.P. OR LESS, MANUAL MOTOR STARTERS MAY BE USED. 19.C.2. IF IN THE OPINION OF THE ARCHITECT THE VOLTAGES AND REGULATIONS ARE NOT WITHIN ACCEPTABLE o () Q m Q' 2.N. USE LEVELING SCREWS TO SET THE SWITCHBOARD PLUMB AND TRUE. PERMIT A FACING OF THE MATERIAL TO FRAME THE COVER. IN OUTLETS SUPPORTING LIGHTING FIXTURES, w J J f- z z � 17.D. FUSIBLE DISCONNECT SWITCHES SHALL HAVE QUICK-MAKE, QUICK-BREAK MECHANISM AND AN LIMITS, NOTIFY THE SERVING UTILITIES FOR PROPER ELECTRICAL SERVICE AND THEN VERIFY THAT SUCH �_ W � Q ¢ s cn Q o ¢ o 7 3. PANELBOARDS , PROVIDE 3/8 IN. ADJUSTABLE FIXTURE STUDS. = � � - v� cV 3.A. PROVIDE PANELBOARDS WITH RATINGS, COMPONENTS AND FEATURES IN ACCORDANCE WITH THE SINGLE-LINE INTERLOCKED COVER WHICH CANNOT BE OPENED WHEN SWITCH IS IN THE "ON ' POSITION AND BE PROVIDED HAS BEEN ACCOMPLISHED. 0 F- m m o o 7.G. USE EXTENSION RINGS WITH BLANK COVERS FOR MAKING EXPOSED CONDUIT CONNECTIONS FROM FLUSH WALL WITH VOIDABLE INTERLOCKS. SWITCHES SHALL BE HORSEPOWER RATED AND TYPE THAT CAN BE USED ON 19.D. AFTER THE SERVICE VOLTAGE TEST, AND AT A TIME SELECTED BY ARCHITECT, CONDUCT AN OPERATING TEST 0 w w o DIAGRAM AND PANEL SCHEDULES ON DRAWINGS. OR CEILING OUTLET BOXES. >' W m m c„ z o � o o' w INDUCTIVE LOADS. OF THE ELECTRICAL SYSTEM IN THE PRESENCE OF THE ARCHITECT. THE SYSTEM SHALL: mo cm„ � z z z i 3.B. ENCLOSURES: 7.H. USE OUTLET BOXES SERVING FIXTURES OR DEVICES AS PULL OR JUNCTION BOXES WHEREVER POSSIBLE. 17.E. PROVIDE A FUSIBLE DISCONNECT WITHIN SIGHT OF AND READILY ACCESSIBLE FROM AIR CONDITIONING 19.D.1. OPERATE IN ACCORDANCE WITH REQUIREMENTS OF THE CONTRACT DOCUMENTS. o z z o z o z 3.8.1. LEGAL GAUGE SHEET STEEL BOX, GALVANIZED FOR FLUSH BOX, DOOR AND TRIM MINIMUM NO. 12 GAUGE WHERE NOT POSSIBLE, LOCATE PULL AND JUNCTION BOXES IN ACCESSIBLE CEILINGS, IN ACCESSIBLE AREAS r >- w Q J w � w w STEEL, FLUSH OR SURFACE TYPE AS INDICATED. HINGED LOCKABLE DOOR WITH CONCEALED HINGES AND EQUIPMENT, PER NEC 440-14. SIZE FUSES PER EQUIPMENT NAMEPLATES. 19.D.2. BE FREE OF ELECTRICAL AND MECHANICAL DEFECTS. o w m NOT SUBJECT TO PUBLIC VIEW OR ELSEWHERE AS DIRECTED. PULL OR JUNCTION BOXES SHALL NOT BE z o v v w m v m c) 17.F. PROVIDE EXTERNALLY OPERABLE, QUICK-MAKE, QUICK-BREAK TYPE WITH COVER INTERLOCK AND 19.E. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL MAKE ADDITIONAL TESTS AS NECESSARY TO Q 0 FASTENERS. WEATHERPROOF WHERE LOCATED OUTDOORS. LOCATED IN FINISHED AREAS UNLESS APPROVED BY THE ARCHITECT. PADLOCKABLE IN EITHER THE OPEN OR CLOSED POSITION. UNLESS INDICATED OTHERWISE, PROVIDE SATISFY THE OWNER AND THE ARCHITECT OR HIS REPRESENTATIVE THAT THE TRUE INTENT AND MEANING OF >_ 0 3.8.2. WITH BARRIERED TOP OR SIDE SECTION HAVING SEPARATE HINGED LOCKABLE DOOR WHERE INDICATED. �_ N N N N N N N N 0) SWITCHES INDOORS IN NEMA TYPE 1 ENCLOSURE. PROVIDE SWITCHES OUTDOORS, OR WHERE INDICATED OR THE DRAWINGS AND SPECIFICATIONS HAVE BEEN CARRIED OUT. CONTRACTOR SHALL PROVIDE ALL Of SPRAY WITH ACOUSTICAL MATERIAL WHERE USED FOR CONTRACTORS. MAINTAIN 2 IN. OF SOLID TRIM REQUIRED TO BE WEATHERPROOF, IN NEMA TYPE 3R RAINTIGHT ENCLOSURE. PROVIDE EACH SWITCH WITH INSTRUMENTS AND LABOR NECESSARY TO MAKE SUCH TESTS. ANY WORK SHOWING FAULTS UNDER TEST, AND � I BETWEEN DOORS. O Q N o N cv A NAMEPLATE INDICATING EQUIPMENT CONTROLLED. ANY WORK NOT IN ACCORDANCE WITH THE SPECIFICATIONS, SHALL BE MADE GOOD BY THE CONTRACTOR AT Of a 18. LIGHTING FIXTURES HIS OWN EXPENSE. SUCH TESTS MAY OCCUR AT ANYTIME DURING THE GUARANTEE PERIOD. w o 0 0 0 0 0 0 V) 18.A. PROVIDE, INSTALL AND CONNECT ALL LIGHTING FIXTURES INDICATED ON THE DRAWINGS ACCORDING TO THE _ -o FIXTURE SCHEDULE. '- 0 18.A.1. ALL FIXTURES OF THE SAME TYPE SHALL BE OF A SINGLE MANUFACTURER AND OF IDENTICAL FINISH [if 0 AND APPEARANCE. a o` 18.A.2. ALL LIGHT FIXTURES SHALL BE U.L. LABELED. Z PA/PM: A. CATALDO 0 C) �,��} PROF�'. < DRAWN BY: - N REFERENCE ONLY '°� c�, 1Tl P w JOB NO.: SNR12-0011-00 cn NOT APPROVED WITH THIS PERMIT Lr N 0 CD J' '�yy1E, 1°� ��\ cn c� ORcOON t� z SHEET 0) Q CD kenews- Jure 30 � - o EOm2 Q w w U I �r CAU I ION : 11- I HIS SHEE I IS NUI S0 x42 11 IS A REDUCED HRIN Y CC CONCRETE NOTES: 3 1. ALL CONCRETE SHALL ATTAIN A >_ N MINIMUM COMPRESSION STRENGTH ALL DIMENSIONS & MATERIALS FOR /-OMIT TYPICAL 1/4" CLOSED EYE ¢ LU OF 2000 PSI AT 28 DAYS. / LIGHTING FIXTURE SCHEDULE POLE BASE SHALL BE AS BOLT - 2 PER 4' FIXTURE. :2� - SPECIFIED AND APPROVED BY A O 2.AGGREGATES SHALL BE NATURAL REGISTERED S1RUCIURAL EYE BOLT WHEN FIXTURE SAND AND ROCK CONFORMING TO ENGINEER. IS EQUIPPED WITH MOUNTING z LAMP FIXTURE ASTM c33. STRAPS w .� TYPE SYMBOL MANUFACTURER CATALOG # VOLTS REMARKS 3.CEMENT SHALL BE PORTLAND U V QUANTITY TYPE WATTAGE CEMENT CONFORMING TO ASTMz i METALUX (6) LAMP 4' HIGH-BAY FLUORESCENT FIXTURE. C-150, TYPE I OR II, LOW ALKALI, GALVANIZED SOFT IRON WIRE w N OR AS REQUIRED TO SATISFY SITE #12 GAUGE MIN. AT DIAGONAL o E A #HBL-654T5-N-UNV-L5835-EBT3 6 32W T8 186 277 SOIL CONDITIONS AS DETERMINED CORNERS OF FIXTURE FOUR 3500•K BY THE PROJECT SOILS ENGINEER. FULL WRAPS AT TOP AND w O BOTTOM. = CU METALUX SAME AS TYPE "A" EXCEPT WITH 90 MINUTE 1400 * ALL DIMENSIONS SHALL BE '- a.. AE SPECIFIED BY STRUCTURAL O O #HBL-654T5-N-UNV-L5835-EBT3-EM 6 32W T8 186 277 LUMEN EMERGENCY BATTERY BACK-UP. ENGINEER. RECESSED FLUORESCENT `2 FIXTURE METALUX RECESSED 2'x4' FLUORESCENT FIXTURE WITH HANDHOLE W/STAINLESS STEEL 0POLE. REFER TO LIGHTING TAMPER PROOF SCREWS. w •� B #2GC8-232-A125-UNV-EB81 2 32W T8 62 277 PRISMATIC LENS AND ELECTRONIC BALLAST. FIXTURE SCHEDULE. GALV. BASE PLATE BOLTS & m 0 4 3500'K WASHERS W/1/4" AIR SPACE O .cn r_ 4 ROUND BASE CANOPY BETWEEN COVER PLATE AND � C TAMPER PROOF SAME CONCRETE BASE ¢ C #8TSN-232UNV-EB81 4 32W T8 124 277 AND ELECTRONIC BALLAST. FINISH AS POLE . T-BAR BRACING AS REQUIRED 1" ROUNDED CHAMFER ON 3500•K CONCRETE BASE W/STEEL BY UBC OR LOCAL CODES Q J 2 DIE CAST ALUMINUM LED FLOODLIGHT, SEALED AND TROWEL FINISH TRACE-LITE f � D ® - LED 40 277 GASKETED LENS, YOKE MOUNTED, BLACK FINISH. UL $ A Wo TLED-203-40DT LISTED FOR WET LOCATIONS. 30" MAX. AT FLAT OR MAIN RUNNER CROSS TEE (3) #3 TIES WlllilN TOP 5" TOP OF SLOPED GRADE W CONDITION. < < , (4) GALV 3/4" x 30" DIVERSIFIED ARCHITECTURAL LIGHTING WALL MOUNTED METAL HALIDE UP/DOWNLIGHT ANCHOR BOLTS PER MFG. o E 1059-70U-70D-M27-SL 1 70W MH 70 277 CYLINDER. SEE ARCH. ELEVATIONS FOR MTG. HT. w 0 m m Ln HALO LOW VOLTAGE TRACK LIGHTING SYSTEM WITH SILVER FINISH GRADE ` v J4 a o rn F - #L-5300-70E-SC-SL-L 1 70W MH 70 277 FINISH. PROVIDE ALL COMPONENTS NECESSARY FOR a '- #L653-SL(6 AMP CURRENT LIMITER) A COMPLETE AND OPERABLE SYSTEM. VERIFY 52" t CCOANIDUIT & CONDUCTORS PERPL o #L901-SL(LIVE END CONNECTOR) EXACT COLOR AND A.F.F. MOUNTING HEIGHT WITH m #L908-SL(MINI-JOINER) ARCHITECT/TENANT PRIOR TO ORDERING. � (zl 0 m a! p U N N #L903-SL, #L904-SL, #L905-SL(STRAIGHT, 90 Li DEGREE AND TCONNECTORS) (4) #5 vERTs WITH m M •U N v G #L957-SL(PENDANT ADAPTER) -I 24" CLR_) #3 TIES ®18" O.C. Q 'v �. o N I---ROUND = � o o N HI-LITE (1) LAMP FLUORESCENT PENDANT ON BLACK CORD cn ¢ .r U N ch G #H-141-96-FR-CB8-96-FX-96-50MH-BCM-M 1 26W CFL 28 277 WITH FROSTED GLASS AND FLEXIBLE TUBING. } U 3500'K z VISIONAIRE 25' HIGH POLE MOUNTED METAL HALIDE FIXTURE. POLE BASE DETAIL SCALE 2 RECESSED FIXTURE MOUNTING DETAIL SCALE w S ® � #LSR-2T3-400PS-VLFG 1 40OW PS MH 452 277 PROVIDE WITH 30"H POLE BASE AND 20 FT. cn NONE NONE -- SQUARE STEEL POLE. o �j Z VISIONAIRE 25' HIGH POLE MOUNTED METAL HALIDE FIXTURE. z S 2 rl ,• f� #LSR-2T5-400PS-VLFG 2 40OW PS MH 904 277 PROVIDE WITH 30"H POLE BASE AND 20 FT. AL_S�U Llj ZD UJ 0 SQUARE STEEL POLE. I- CD La N 0 00 DIVERSIFIED ARCHITECTURAL LIGHTING WALL MOUNTED METAL HALIDE DOWNLIGHT MTD. ON m C'�� 0(D F H 1-0 2007-WO03-50-M-27-SL 1 50W MH 55 277 GOOSENECK. CAST ALUMINUM HOUSING AND SHADE. CDLLJZC4* = m CD d0mMtn >n I) O Z RECESSED 2'x4' FLUORESCENT FIXTURE WITH ~ L>u z 0 4 N N d METALUX z Gl F_ U • N 0. BE #2GC8-232-A125-UNV-EB81-EM 2 32W T8 62 277 PRISMATIC LENS AND ELECTRONIC BALLAST. 0r • 3500•K PROVIDE WITH 1400 LUMEN BATTERY PACK. o LU � � W w i- �O ZOO 4 SURFACE MOUNTED 2 X 4 WITH CLEAR EXTRUDED LENS, w O h a = '� o ® FAIL-SAFE 32W T8 GASKETED AND SEALED, WET LOCATION LISTED, ELECTRONIC > LL U (L LL (L J #HBHD-432-GA-UNV-EB81-(EL4) 4 3500•K 109 277 BALLAST. PROVIDE EMERGENCY LIS. WITH 1400 LUMEN w m BATTERY PACK. J J S N LIGHTING FIXTURE SCHEDULE NOTES: Q 1. THE FIXTURE SCHEDULE INDICATES GENERAL DESCRIPTION OF LIGHTING FIXTURES AND MANUFACTURERS CATALOG NUMBERS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE CORRECT o CEILING CONFIGURATION AND PROVIDE THE FIXTURES WITH ALL NECESSARY TRIMS AND MOUNTING HARDWARE SO THAT BOTH THE CEILING SYSTEM AND THE FIXTURE CONSTRUCTION MATCHES. N 2. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY EXACT LOCATION OF ALL LIGHTING FIXTURES AND TYPE OF CEILINGS WITH ARCHITECTURAL REFLECTED CEILING PLANS AND ELEVATIONS PRIOR TO ANY Ld WORK. 0 3. A JUNCTION BOX MUST BE PROVIDED WITH ALL EXIT LIGHTS CONNECTED TO MORE THAN ONE SET OF CONDUCTORS UNLESS THE EXIT LIGHT FIXTURE IS FURNISHED WITH AN APPROVED OUTLET BOX FOR o THROUGH WIRING. J 4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO COORDINATE THE FINAL LOCATION OF LIGHTING FIXTURES IN MECHANICAL, ELECTRICAL AND OTHER EQUIPMENT ROOMS WHERE CONDUITS, DUCT WORK, PIPING, ¢ 0 ETC., ARE PRESENT TO AVOID CONFLICT AND ENABLE PROPER LIGHTING DISTRIBUTION. cn 5. ALL FLUORESCENT LIGHTING FIXTURES MUST BE EQUIPPED WITH MINIMUM 10% THD ELECTRONIC BALLAST'S. ALL BALLASTS SHALL HAVE ACCESSIBLE INTERNAL GUARDED DISSCONECTING MEANS PER N.EC. w 410.73(G). 0 6. ALL DOWNLIGHT LIGHTING FIXTURES SHOWN AS "SHADED" OR FLUORESCENT 1'x4' OR 2'x4' FIXTURES HALF "SHADED" SHALL BE PROVIDED WITH AN EMERGENCY BATTERY PACK INVERTER WITH MINIMUM 90 MINUTE w M BACK-UP. MANUFACTURER BY IOTA OR BODINE MIN. 1400 LUMENS. TEST SWITCHES FOR DOWNLIGHT FIXTURES SHALL BE INTEGRAL TO REFLECTOR. REMOTE TEST SWITCHES WILL NOT BE ALLOWED U.O.N. z W 7. U.O.N. ALL FLUORESCENT LAMPS SHALL BE 3500 KELVIN AND COLOR INDEX OF 85 AND SHALL BE MANUFACTURED BY G.E., SYLVANIA OR PHILIPS. w W U • w p0 G CONTROL PANEL " LCP 1 " EXISTING LIGHTING CONTROL PANEL " LCP2" EXISTING LIGHTING CONTROL PANEL " LCP3" EXISTING LIGHTING CONTROL PANEL " LCP4$$ YEXISTING LIGHTINQW 0 MASTER LOCAL OVER MASTER LOCAL OVER MASTER LOCAL OVER MASTER LOCAL OVER J C PROGRAM PROGRAM PROGRAM PROGRAM -� 'A O CKT RELAY # DESCRIPTION SWITCH SWITCH RIDE REMARKS CKT RELAY DESCRIPTION SWITCH SWITCH RIDE REMARKS CKT RELAY DESCRIPTION SWITCH SWITCH RIDE REMARKS CKT RELAY DESCRIPTION SWITCH SWITCH RIDE REMARKS ¢ �J, ZONE # ZONE # ZONE # ZONE MS LS OS MS LS OS MS LS OS MS LS OS cn 0 z L-1 1 SITE LIGHTING - - - 1 EXISTING 1 EXISTING - - - - L-2 1 SHOW ROOM - - - 1 D-2 1 TRACK LIGHTS - - - 1cn W Q • L-3 2 SITE LIGHTING - - - 1 EXISTING 2 EXISTING - - - - L-4 2 SHOW ROOM - - - 1 D-4 2 TRACK LIGHTS - - - 1 Q z w t- - 3 - - - - - EXISTING 3 EXISTING - - - - L-6 3 SHOW ROOM - - - 1 D-6 3 TRACK LIGHTSco r 4 - - - - - EXISTING 4 EXISTING - - - - L-8 4 SHOW ROOM - - - 1 D-8 4 TRACK LIGHTS o O U J O 5 - - - - - EXISTING 5 EXISTING - - - - L-10 5 SHOW ROOM - - - 1 D-10 5 TRACK LIGHTS - - - 1 w � 6 - - - - - EXISTING 6 EXISTING - - - - L-12 6 SHOW ROOM - - - 1 D-12 6 TRACK LIGHTS - - - 1 = 7 - - - - - EXISTING 7 EXISTING - - - - L-14 7 BACK OF HOUSE - - - 2 D-14 7 TRACK LIGHTS - - - 1 Z w w 8 - - - - - EXISTING 8 EXISTING - - - - D-1 8 TRACK LIGHTS - - - 3 D-168 TRACK LIGHTS - - - 1 c� LIGHTINGCONTROL PROGRAM 9 - D-3 9 TRACK LIGHTS - - - 3 D-18 9 TRACK LIGHTS - - - 1 m w 10 - - - - - D-5 10 TRACK LIGHTS - - - 3 D-20 10 TRACK LIGHTS TIME PHOTOCELL w cn ZONE REMARKS z ON OFF ON OFF af o 11 - - - - - D-7 11 TRACK LIGHTS - - - 3 D-22 11 TRACK LIGHTS - - - 1 O of � w 1 06:00 20:00 YES YES - co Of D-34 12 TRACK LIGHTS - - - 1 D-9 12 TRACK LIGHTS - - - 3 D-24 12 TRACK LIGHTS - - - 1 Q LU o LU Q 2 19:00 - - - - D-36 13 TRACK LIGHTS - - - 1 D-11 13 TRACK LIGHTS - - - 3 D-26 13 TRACK LIGHTS - - - 1 a w zo J D-38 14 TRACK LIGHTS - - - 1 D-13 14 TRACK LIGHTS - - - 3 D-28 14 TRACK LIGHTS - - - 1 �`' 0 w U_ N W 0 LIGHTING CONTROL PANEL SPECIFICATIONS - - - - - - - - - D-40 15 TRACK LIGHTS 1 D-15 15 TRACK LIGHTS 3 D-30 15 TRACK LIGHTS 1m w 0 N 1. LIGHTING CONTROL PANEL SHALL BE U.L. AND C.E.C. CERTIFIED. o w r D-42 16 TRACK LIGHTS - - - 1 - 16 - - - - - D-32 16 TRACK LIGHTS - - - 1 z 06 Q C`' 2. SYSTEM SHALL INCLUDE TIME OF DAY SCHEDULE VIA AN INTERNAL TIME CLOCK. � o 3. INPUTS SHALL ACCEPT EXTERNAL DEVICES SUCH AS PHOTOCELLS, SWITCHES AND OCCUPANCY SENSORS. a W 4. INTEGRAL KEY PAD WITH BACKLIT DISPLAY.TO 48 PROGRAMMABLE SWITCH INPUTS. LIGHTING CONTROL PROGRAM LIGHTING CONTROL PROGRAM LIGHTING CONTROL PROGRAM CD Z' 5. INZ) 6. TIMED SWITCH OVER-RIDES. FOR A MAXIMUM OF 2 HOURS. z Q 7. SYSTEM SHALL HAVE "WARN OFF" FEATURE TO AUTOMATICALLY FLASH "OFF" TO WARN OCCUPANTS BEFORE IMPENDING "OFF". ¢00 - TIME PHOTOCELL TIME PHOTOCELL TIME PHOTOCELL < ZONE REMARKS ZONE REMARKS ZONE REMARKS o 8. AFTER HOURS SWEEP OFF FEATURE. _ 9. LIGHTING CONTROL PANEL SHALL BE MANUFACTURED BY LUTRON, MARLIN CONTROLS OR LEVITON. ON OFF ON OFF ON OFF ON OFF ON OFF ON OFF C g m cn 1 06:00 20:00 NO NO - 1 06:00 20:00 NO NO - 1 06:00 20:00 NO NO - w J cn m ¢ I- Of W w w ¢ m f- cn [- cn w J J I- =) (r Z Of Z 2 19:00 - - - - 2 19:00 - - - - 2 19:00 - - - - oW -� � � :2_ � ¢ < ~ wwv� min t- I_- m w w r? 3 - - - - 3 - - - -3 - - - - x w o w LLJmo c�nc�n1- zz O > mmcnz000 � LIGHTING CONTROL PANEL. SPECIFICATIONS- LIGHTING CONTROL PANEL SPECIFICATIONS LIGHTING CONTROL PANEL SPECIFICATIONS o � � w ¢ � J W i 1. LIGHTING CONTROL PANEL SHALL BE U.L. AND C.E.C. CERTIFIED. 1. LIGHTING CONTROL PANEL SHALL BE U.L. AND C.E.C. CERTIFIED. 1. LIGHTING CONTROL PANEL SHALL BE U.L. AND C.E.C. CERTIFIED. o, 2. SYSTEM SHALL INCLUDE TIME OF DAY SCHEDULE VIA AN INTERNAL TIME CLOCK. 2. SYSTEM SHALL INCLUDE TIME OF DAY SCHEDULE VIA AN INTERNAL TIME CLOCK. 2. SYSTEM SHALL INCLUDE TIME OF DAY SCHEDULE VIA AN INTERNAL TIME CLOCK. N N N N N NOf N N 1= 3. INPUTS SHALL ACCEPT EXTERNAL DEVICES SUCH AS PHOTOCELLS, SWITCHES AND OCCUPANCY SENSORS. 3. INPUTS SHALL ACCEPT EXTERNAL DEVICES SUCH AS PHOTOCELLS, SWITCHES AND OCCUPANCY SENSORS. 3. INPUTS SHALL ACCEPT EXTERNAL DEVICES SUCH AS PHOTOCELLS, SWITCHES AND OCCUPANCY SENSORS. m co ori co r� co >, 4. UP TO 48 PROGRAMMABLE SWITCH INPUTS. 4. UP TO 48 PROGRAMMABLE SWITCH INPUTS. 4. UP TO 48 PROGRAMMABLE SWITCH INPUTS. O o (.6 � Q; No a 5. INTEGRAL KEY PAD WITH BACKLIT DISPLAY. 5. INTEGRAL KEY PAD WITH BACKLIT DISPLAY. 5. INTEGRAL KEY PAD WITH BACKLIT DISPLAY. m o 0 0 0 0 0 0 .- 6. TIMED SWITCH OVER-RIDES. FOR A MAXIMUM OF 2 HOURS. 6. TIMED SWITCH OVER-RIDES. FOR A MAXIMUM OF 2 HOURS. 6. TIMED SWITCH OVER-RIDES. FOR A MAXIMUM OF 2 HOURS. 7. SYSTEM SHALL HAVE WARN OFF" FEATURE TO AUTOMATICALLY FLASH OFF TO WARN OCCUPANTS BEFORE IMPENDING "OFF". 7. SYSTEM SHALL HAVE WARN OFF FEATURE TO AUTOMATICALLY FLASH OFF TO WARN OCCUPANTS BEFORE IMPENDING OFF". 7. SYSTEM SHALL HAVE WARN OFF FEATURE TO AUTOMATICALLY FLASH OFF' TO WARN OCCUPANTS BEFORE IMPENDING "OFF". ., `0 8. AFTER HOURS SWEEP "OFF" FEATURE. 8. AFTER HOURS SWEEP "OFF" FEATURE. 8. AFTER HOURS SWEEP "OFF" FEATURE. W C) 9. LIGHTING CONTROL PANEL SHALL BE MANUFACTURED BY LUTRON, MARLIN CONTROLS OR LEVITON. 9. LIGHTING CONTROL PANEL SHALL BE MANUFACTURED BY LUTRON, MARLIN CONTROLS OR LEVITON. 9. LIGHTING CONTROL PANEL SHALL BE MANUFACTURED BY LUTRON, MARLIN CONTROLS OR LEVITON. ¢ o` V) PA/PM: A. CATALDO LnN of PROVIDE ADDTIONAL RELAYS FOR LIGHTING CONTROL PANELS AS REQUIRED. �,` ��0�� 0 DRAWN BY: - �� 1T' 3 r /®2 w JOB NO.: SNR12-0011-00 co REFERENCE ONLY l N NOT APPROVED WITH THIS PERMIT o N �GON Q SHEET 1044'�``' cn D. 0 Q Renews: ,lune 301 � EOm3 W N w S W t- CAU I ION : 1- 1 HIS SHEE I IS NO I J0 x42 I I IS A KEUUHU NMN Y 0 z � W Q W O O Z Exterior Lighting EfAcsoy: ❑ 4. independent controls for each space(switchloroupenoy sensor). z •i ❑ 6. All exterior building grounds luminaires that operate at greeter than 1OOW have minimum efficacy of$0 lun-mrilwatt. Ld t3tcaptibn s: C OMcheiC'k ',Software Version 3.9.1 p Areas designated as security or ornarganay arses that must be continuously illuminated. CrOMcheck Software Version .9.1 0 E fa Lighting that has bean claimed as exempt.and Is idant9fiad as such In Section 3 table above. ❑ Lighting that Is specifically designated as required by a hearth or life safety statue,ordinance,or regulation, Ex ❑ Lighting In stairways or corrtdoro that are elements�the means�egress. Exterior Lighting Compliance L] S. Maeterswitchatentrytohotel/motelgusatroom. Interior Lighting Compliance i ❑ Emergency lighting that Is automatically off during normal building operation. L] S. Individual dwelling units separately metered. �s+� 0 �O jr a rtifi cote ❑ 7. Medical task lighting or art/hlstory display Ilghting claimed to be exempt from compllance has a control device Independent of the control e fti f i cat ❑ Lighting That is controlled by motion sensor, of the nonexempt lighting. o t iT B. Each apace required to have a manual control aim allows for reducing the connected lighting load by at least W percent by either � Section 5: Compliance Statement 2009 IECC ❑ controlling all luminalres,dual switching of alternate rows of luminaires,alternate luminaires,or altemate lamps,switching the middle, 2009 IEC C (V m lamp luminaires indepandently of other lamps,or'switching each luminaire or each lamp, CoraW4nas SiWoirrrent The proposed exterior lighting design represented in this document Is consistent with the building plane,specifications o � M and other calculations submitted with this permit spplicallon.The proposed lighting system has been designed to most the 2009 IECC Section 1: Project Information Fxosdons: Section 1. Project Information J � requirements In COMohack Version 8.8.1 and to comply with the mandatory requirements in the Requirements Chooldist. Project Type:Alteration ❑ Only one luminaire in space. Project Type:Alteration Project Title:Orchard Supply Tigard ❑ An occupant-sensing device controls the area. Project Title:Orchard Supply-Tigs><n1 Ui J E)dedor Lighting Zone: A(High so tvity metropolitan cornmercial district) Tia area la a corridor,storeroom,cestrraom,public bob or sleeping unit. Construction Site: Owner/Agent: DesignerlContraa�r. < PlBima-Title Signature ©ata ❑ y 8770 Southwest SdwUs Ferry Rd FDG consulting Engineers LJ- Construction Site: Owner/Agent: Designer/Contractor., p Areas that use loss than 0.6 Wattifkq.it O Tigard,OR 17701 Cowan Ave 9770 Southwest Scholls Ferry Rd FDG consulting Engineers [3 S. Automatic lighting shutaaffsW. in buildings larger than 5.000 sq-ft- Irvine,CA 22614 � Tigard,OR 17701 Cowan Ave Irvine,CA 42514 Fxcepflona: W-253-MO 0 849-263-M0 z L] Sleeping units,patient care areas;and spews where automatic sh". would endanger sa*y or security. Section Z: interior Lighting and Power Calculation w o Se,+tctl ?n : Exterior Lighting Area/Surface Power Calculation14.Phctocelllaetrrxtomicat times swigs on exterior lights. a c m Cc Ln Exceptlons: tts Area Category Floor Area Allowed Allovmd Waft � A 0 E F U h#in Intended for 24 hour use. (fii� 1fWaatta 1 ft2 (a x C) Exterior Ares/Surface 6luanttly Allawad Tradabls Allowed Proposed ❑ ® 9 = � t+fiattrs Wattage Welts Watts U 11.tandern wired ora-lamp and three-temp ballasted luminaires(PJo single4an5p ballasts). Retail I w° I unit {I8 x C) Office{Office) 1024 1 1424 0 Parking tot(Parking area) 91979 fl2 6,13 Yes 8067 5929 Excepfioria total Allowed Wada= 52422 m v (U o " `N° C14 Total Tradable Wants'- 8057 6828 L3Elactronic high-frsquency ballasts;Luminaires on amergency circuits or with no evadable pair. m V 0 o t Total Allowed Watt= 8037 Section 3. Interior Lighting Fixture Schedule J v A o �p Z M Total Allowed Supplemental Wai#a3 Section 5: Compliance Statement 1344 ¢ a, o J.4N "Wattage tradeoffs ere only allowed between tradable areas/surfaces. A` a C 0 E v=i -~ '� 01 Fera iD;Description J Lamp/Wattage Por Lamps/eailaat Lamps/ #of Fixture (C X D) on 'v En p.w A supplemental allovmnes equal to 1300 watts may be"piled toward compliance of both non-tradable and tradable sreesfaurfaces. Gompifance Staia� The proposed lighting alteration projoot represented In chis document is consistent with the building plans, Fixture F€xtures 'Matt. U N specifications and other oalculailloins subrnflted wtlh this permit application,The proposed lighting alteration project has been designed to meat i z Section 3. Exterior Lighting Fixture Schee ule the 2049 IECC,Chapter 8,requirements in COMdnwk Version 3.8.1 and to comply with the mandatory requirements In the Requirements Retail{Retail saari sq.f . X186 Q Linear Fluareao�rt 1:A:High say 148"T$92W(Super T3))Electronlo $ 124 199 23064 w ��ss w� Checldist. Track lighting 1,FIG.,Track Wattage based on current limiting device capacity O 0 0 26100 U A B C D E r Office(Office 1024 sq.#t) b Y � o - Fixtum 10.Description l Lamp l Wattage Par Lamps 1 Ballast Lamps/ #sat Fixture (C X D) :r,.,..��- _> ,.,.,z.. ..__N� ,,, � U Fixture Fixtures Watt, Kama-Title Signature Data Unear Fluorescent 2:B:4W TS 32W(Super T8)I Electronic 21 62 1302�4\ Z Unear Fluorescent 3:C:4e,'TS 32W(Super T9)/Electronic 4 — Parking Lot{Parking.;_, a 61197612):Tradable Wattage HID 1:81/92:Mail Halide 4t30W i Pulse sant Tothi Proposed watts= 61582 O tw O M 000 Linear Fluorescent 1:J:48"TO25W(Super T8)Iaertronio4 Total T12 109 1308 Section 4: I�equirementsChecklist tZ � ��11Mt0 N Section 4: requirements Checklistw �? 0)M M to ., LU Z N . C4 td Lighting Wattage: w z ,Q in In O Z 1. Total proposed watts must be lass then or equal to total allowed vette. z 0 I- 0 U tV - N (L Lighting Wattage: o -i U ai of . 1. Within each non-radabie arealsurfeace,total proposed watts must be low than or equal to total allowed watt.Across all tradable o w � , W R 'd � ❑ ersas/surlsoes,total proposed watts must be lass than or equal to total allowed watts. Allowed Waft Proposed Watts Compiles, W P �O Z 0)0� Complianoo:Paws. 52422 51592 Passes A LL- o Q h a = o Controls,Sur Lr_ U• -(-b. -) IL (32. Daylight:zones under skylights more than 15 feet from the perimeter terve lighting controls separate from daylight zones adjacent to wm vertical fanestration. Controls,Switching,and Wiring: p 3. Daylight zones have individual lighting ccntr also independent from that cf the general area pghting. ® 2. All examption daims are associated with fb tures that have a control device Independent of the control of the nonexempt lighting. E S. Lighting not designated for dusk,-to-dawn operation is controlled b either a a hotosensor with time switch),or an astronomical time ❑ suAtctr y P ( ) ❑ Contlguous daylight crones spanning no nnore than two orientations we allowed to be controlled by a single conbolling device. Z ❑ 4. Lighting designated for dusk-to-dawn operation Is controlled by an astronomical time switch or photosensor, ❑ Daylight spaces enclosed by walla or calling height partitions and containing two or rawer light gxtures are not required to have a Q separate switch/tar general area lighting. V) ® s. All lime awitches are capable of retainer programming and the time setting during lose of power for a period of at least 10 hours, o z Project Title:Orchard Supply-Tigard Report data: 11=112 Project Title:Orchard Supply-Tigard Report data:11124!12 Project Title:Orchard Supply-Tigard Report elate:91120!12 Project Title:Orchard Supply-llgard Report date: 11120112 Data filaname:F:1FDt3 Jobs12412 Jobsi12-1352 Orchard Supply Tiga,rd0saftT24t12-052 Orchard-Tigard.cck Page 4 of 4 gate 11laurns:FAFDG JcbsW12 Jobs112-462 Orchard Supply-TlgardW*c#1T24112-2 Orchard•Tlgani.cdk Page 3 of d Data filonsms:F:\FDG Jcbs2012 Jcbs112-052 Orchard Supply-TigardMoMT24112-052 Orchard-Tigard.ock Page 2 of 4 Data filename:F:\FDG JobM2412 Jobs\12-052 Orchard 6upply Tlgard',EiecAT24112-052 Orchaed411gard.cck Page 1 of 4 � 0 W J ■ Q Q U N rr W O M W W U Z W W z L 0 p0 LU V W Y J J Wo O Q V) N C) Z U �0 r Q LLIF- UF- °° M O J O Q W H Z W M W W 0 J-- m f- S W U X (n W Z Y O C= (n W w Y Cr a Z O W >- W f� z Q w Z -d O o w W U rn U- S W O W M O W N Z Q CV J � � J = N Z W Q J J Q o ~ < r- Q ~ m m w W J rn It: Q' H Z Z Q W W 3 _ _ wo 2 Q m r- ria i- V)a- WQQ � c�„ aoao F- F- M Cy w N w N z Ld O = N m z z z U >- rwQ � w � w j ¢ uc-) UamUcn o o � N N N N N N N N w W 17 a_ Q c0 tfa N toO N N � cfl 6 C6 ai p a rZ O O O O O O o r CL 7 W U) S F- E W 0 Of -C Q U 0 Z PA/PM: A. CATALDO N ��p PRO 0 �� C, v DRAWN BY: - N REFERENCE ONLY NOT APPROVED WITH THIS PERMIT cr r- 173PE ,�; JOB NO.: SNR12-0011-00 0 OREGON o N �"�2i�Y �°�`��• Q SHEET �Ah'FN D. z o Q CD Renews: June 30 EOm4 o w CAU I ION : II- I HIS SHEE I IS NUI ,50" x42" 11 IS A REDUCED PRIN / Y 0 O }a < N Z W .i Q LL- 0 o O LLI U V / O �\ u L 1 E O o E om P ,� L 402 m N m co v � m / �Ld Q J w O w O Z J o J ,i // \ �� m v p V N N cl ¢ 0it 0 � N N A+ r.+ CT O1, bD v N M P,w U Q N YP. / I a is M IN .�. . ♦ C . . . . . . . NN�+ � N . . . . . . . . . . . ---- LLj r y . / S1 Ld LLj / / \ cn i 0 cn i EXISTIRG-UT1LIa -TRANSFORMER_ cn I RAN " W Ln PC 71 I i W 1 I Z N m I W Z Z ` \ \ o - I Q O w I \ I ( Q LLJ Z Q p 1 z U I uj F Q PROPOS E , { z • 1.1 OPEN AIR 1 a I J NURSERY ' ° I m o U c� o , ► , o W O i ORCHARD SUPPLY HARDWARE z EXISTING BUILDING D ® I i i I I Q Z w W U L Q m uiI I PROPOSE X GREENui i 0 N H �C)E o W OU _I I IY � w w { o 2Z w _ I z o d I j o w W U V I I � QLd o I I m J Vz o CL w i -J., Z Q C-1 LJJ _. - - -- Ln Q J Q m Cn i - - - - - W T W ' 1 J (n F- v � Q � F- 3 W w w 3 I F— W � a ¢ � Na0ao LL. 2 Q m F- (n � (n N 0 F~- M � WNwN Z x Z ELECTRICAL SITE PLAN m m V) O O W 0 W Lu mmNZ (� � UOf a p (U) (n F— Z SCALE: 1 =20 -0 U } >- w z o w o w 0 F— F— J J O J 5 J W Z U U U m U m U a SITE PLAN GENERAL NOTES PLAN NOTES � N 1. CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND x CL o 4 ui 66 r-: 000 � o a TRENCHING ON THIS SITE TO AVOID EXISTING DUCTS, PIPING OR O ROUTE ALL EXTERIOR LIGHTING CIRCUITS THROUGH EXTERIOR LIGHTING CONTROL w o 0 0 0 0 0 0 cn CONDUITS, ETC., AND TO PREVENT HAZARDS TO PERSONNEL AND/OR PANEL. _ DAMAGE TO EXISTING UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN AND INSTALLED BY ANY OTHER CONTRACTS. THE ENGINEER IS NOT RESPONSIBLE FOR THE LOCATION OF UNDERGROUND 0 PROVIDE A 3/4"C, 2#8 & 1#10. a UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN OR DETAILED AND o` INSTALLED BY ANY OTHER CONTRACTS. THE CONTRACTOR SHALLO3 PROVIDE A JUNCTION BOX NEAR PANEL FOR CIRCUIT(S) WITH MULTIPLE HOMERUNS. z PA/PM: A. CATALDO N IMMEDIATELY NOTIFY THE ENGINEER SHOULD SUCH UNIDENTIFIED O CD CONDITIONS BE DISCOVERED. THESE DRAWINGS AND SPECIFICATIONS DO ED PRO�c a DRAWN BY: - NOT INCLUDE THE NECESSARY ELEMENTS FOR CONSTRUCTION SAFETY. t`Qt F U N �'� GINE �/ u- 2. CALL UNDERGROUND ALERT BEFORE YOU DIG. 1-800-227-2600. REFERENCE tv� ��'. F JOB NO.: SNR12-0011-00 cn o / " NOT APPROVED WITH THIS PERMIT 1773 B r N 3. ALL UNDERGROUND CONDUITS SHALL BE PVC SCHED. 40, MINIMUM 3 4 C. N RUN CODE SIZE INSULATED EQUIPMENT GROUND CONDUCTOR. z SHEET oN 4. MINIMUM CONDUCTOR SIZE SHALL BE #10 AWG. ALL UNDERGROUND qy T� .�g�`' /� CONDUIT SHALL BE PVC SCHED. 40. F`,,, �P z N D. 5. ALL ELECTRICAL DEVICES/EQUIPMENT MOUNTED OUTDOORS SHALL BE QEl ml WEATHERPROOF (NEMA 3R). Renews.- June 30 13 j 6. ALL FUTURE AND SPARE CONDUITS SHALL BE PROVIDED WITH A NYLON w ,y PULL STRING. CAU I ION : 11- I HIS SHEE I IS NOI 50" x42" 11 IS A REDUCED PRIN / - Y 0 < Z Q / LUMINAIRE SCHEDULE O O F- :2-1 Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts .� bi / o VISIONAIRE OUTDOOR LIGHTING 400 PULSE START z i SA1 4 LSR-2 T3-400PS- FIXTURE TYPE III VERTICAL BASE UP ame- 44000 0.72 452 L O VLFG-MM51151 SPECULAR REFLECTOR 2_73 400�.IE P POLE MT AT 25 FT FLAT TEMPERED GLASS S O AFG 22.5 FT POLE LENS U O / 0 30 IN BASE = V VISIONAIRE OUTDOOR LIGHTING 400 PULSE START OP 402 / Q� B SW1 1 LSR-2 T3-400PS- FIXTURE TYPE III VERTICAL BASE UP ame- 44000 0.72 452 VLFG-MM51151 SPECULAR REFLECTOR 2_T3_400_p.IE 00 i' WALL MT AT FLAT TEMPERED GLASS S it W .T y - LENS i VISIONAIRE OUTDOOR LIGHTING 400 PULSE START M ` _ ® SB 3 LSR-2 T5-400PS- FIXTURE TYPE 5 FLAT VERTICAL BASE UP ame- 44000 0.72 904 0 .� j ` _V ® VLFG-MM51151 TEMPERED GLASS 2_T5_400�.IE 0 POLE MT AT 25 FT LENS S AFG 22.5 FT POLE w ) 30 IN BASE 5LL- ,- o W CJ• �-, ` STATISTICS o z Description Symbol Avg Max Min Max/Min Avg/Min = (7\ cf) co 1 \ .3 '1.1 \ Calc Zone#2 + 4.0 fc 8.5 fc 1.1 fc 7.7:1 3.6:1 0 rn C / m cz v LOADING ZONE AREA 3.4 fc 6.7 fc 0.4 fc 16.8:1 8.5:1 = 9.1 '1.2 2.1 2.2 9.9 '1.4 '1. + to w ` LLJ bA m / '1.7 9.9 2.2 1 2.5 0 2.2 2.1 'I. m 6 it V r4 L0 u i tC 0 N N a. It 2 3.0 3.3 3.a 3.2 2. 0 .7 .z 2.a cC S�. •r4 bD V N m P.w .6 3.1 3.1 3.1 3:7 14.9 5 `\ 5.9 3.9 14.8 14.3 3.6 3.4 3.2 2.8 2.7 3.4 3. 2. \ / n- W o U 2.8 3.1 '4.5 14.2 14.1 14.9 5.7 $.8 $.8 `•1:8`. 7.0 $ $.0 '4.2 3.5 14.1 14.4 14.7 3 '4.5 14.4 3.1 tin 3.8 $.1 15.4 $.0 $.7 $.5 $.4 `! $.3.�` 5.8 5.5 '4 4.3 '4.4 5.4 15.5 5.6 14.7 / 4 1 f 100 ♦ \\ wtz � w 0000 / 1.8 2.5 '4.3 5.5 $.1 7.7 $.5 $�/ .�.t1 '7.6 ,9 _'v'�:2 '.`.5 9`` ° '` $.Q'+� 3�` $.7 $. `:4 0 4 .1 .6 \ O Z N N W a. 3.0 5.9 5.8 / '.79 �:6.'�..- t-T T't6-"T.�O^- %-Z T �$.TJ r3 .: .-•-+4�9r -4" o`'ST^ .8 $•8 •-$T ?S.0 `.9 , '4.0 `4.2 \ W'd' 9) . . C1 j \ o � ^t U IT LLj 11 - .. .8 '.0 7 5.7/ `4.a SB` .9 .5 .0 .7 .1 .3 .7 .6 5LL .1 .5 .5 .7 .1 .1 .7 0 '4.9 5 4. 5 3.9 .0 '3.3 \\ U n a Q.� O 2LLjQ. Ld i 2.7 ' 5.6 It 5.7 $.8, $.7 $.7 $.8 5.8 5.6 $.1 1.1 5.2 '4.9 '4.5 3.8 3.7 5.7 $.2 5.85.7 �.0 +_ .2 3.0 '3.2 /.2 2.9 \\ J S i \\ (n 2.7 .3 .4 $.4 7.7 7.4 5.9 5.0 '4.1 14.3 14.5 3.3 3.3 3.6 3.7 3.5 14.5 14.8 14.9 5.6 5.6 14.9 '.6 4. 2.2 '1.9 2.9 2.8 2. 3.3 \ 0 i 1 2.8 4 5 7.5 $.a 7.0 $.3 5.2 3.7 3.1 3.2 3.1 2.7 2.1 2.3 2.6 3.3 3.7 '4.0 3.0 '4.1 '4.1 2.9 9 1.7 1.8 13.0 2.5 '.6 \\ 0 .• ^ : \ w • 1 v$.3 7.0 $.1 5.2 +4.8 : 14.0 2.9 2.5 2.3 2.2 '1.9 '1.5 '1.4 '1.8 2.4 6�N 3 g.4 `1.5 '1.7 2. 3.0 '4.3 3.3 \ D \ w J ■ - •+• - - - - - - - - - - - - - , \\ 9.5 �'1.3 2. 2.6 3.3 3.2 \� N s 77 i IOf 13.4 'a.6 3s 5.z r v 1.3 2:1 3.0 34 3.4 0 Ld \ / Z w 3.9 '4.6 3.2 14.21 N7 4. $. $ 2. 2.3 '.4 W Z - � I U I � a 0 0 3.0 3.0 3.6 14.2 '.6 3 1 y' \ 1 4.3 2., ( I w Uj '1.8 2.4 2.2 3.2 6 3. 5 .".`. .' ..M.8- 2.9 2.6 . U) 1 N i '1.4 '1.9 '1.5 2.1 '28 •.0 4.5 .71 I Z I 2.2 3.3 3.4 3.0 I U � ' Al z Q w I I 1.2 1.1 '1.6 2.1 2. 2 2.4� 3.3 3.6 3.5 3.1 ( n ROPOSE • i o Ld 17.7 O.8 '1.4 9.8 2.8 '4.6 3.9 - 0 I F- OPEN AIR , 3.3 ., 2.9 2.6 � w1 10.4 U.7 '1.1 9.5 2. 2.5 4.4 3. NURSERY 2.6 3.2 '4.6 3.7 2.3 1 L W O Uj M ■ 3.9 'a.7 3.2 1.9 1 ORCHARD SUPPLY HARDWAREa i 2.6 3.9 14.6 'd.1 ',.4 1 I=- - EXISTING BUILDING ` � ® 1 �Cz 2. 3.8 '4.4 3.3 9.5 1 I � 1 I Ld w _ ) 0 0 2. 3.4 5.2 3.a 9.9 1 m iRO POSE 2. t.1 *2.9 '3.T 2.e 1 i i X w N i GREEN Z i V R E E N 2.1 2.6 3.1 3.5 3.1 I O HOUSE ,:: flLd w Y 16 2s 3.3 w 3.0 _ < U \\\ I I W < I Z 1- Q Z 18 " 2. 2.5 2s 3.4 3.0 1 w I o I U 2.z 2.6 2.5 3.5 2.a N I ( 7 O w L *1.8 3.4 '1.7 i H < N I i o J W . . z QN - - _ - J 0 i m Wcc : O G F- i I J 0 g m ZD w - ............. w J [n 0:� T T I < O w w 3 ( i W Q Q H � Q O Q O LL. Q m � U) 2 � w W N W W � U W W ELECTRICAL SITE PLAN " mmN 0 � 0W j 0p V)i U)i - :E +. SCALE: 1 =20 -0 z Z o z o z Q J W J W W Z U U U a_ M U m U Q SITE PLAN GENERAL NOTES PLAN NOTES Of Ld :1 1. CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND � 4 Lri (6 co � ao 66 a TRENCHING ON THIS SITE TO AVOID EXISTING DUCTS, PIPING OR a 0 0 0 0 0 0 0 V) CONDUITS, ETC., AND TO PREVENT HAZARDS TO PERSONNEL AND/OR _ DAMAGE TO EXISTING UNDERGROUND UTILITIES OR STRUCTURES WHETHER L OR NOT SHOWN AND INSTALLED BY ANY OTHER CONTRACTS. THE w s ENGINEER IS NOT RESPONSIBLE FOR THE LOCATION OF UNDERGROUNDOf L) UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN OR DETAILED AND Q L- INSTALLED BY ANY OTHER CONTRACTS. THE CONTRACTOR SHALL Z PA/PM: A. CATALDO N IMMEDIATELY NOTIFY THE ENGINEER SHOULD SUCH UNIDENTIFIED Io C) NOTLO DIIN UDE THETIONS BE SNEOVERED. THESE CESSARY ELEMENTSAWOR CONSTRUCTION SAINGS AND �ETY.NS DO �� ) PR P RoFFs v DRAWN BY: - EF /D � % 2. CALL UNDERGROUND ALERT BEFORE YOU DIG. 1-800-227-2600. 17/33 w JOB NO.: SNR12-0011-00 IL 3. ALL UNDERGROUND CONDUITS SHALL BE PVC SCHED. 40, MINIMUM 3/4"C. REFERENCE ONLY r `� N RUN CODE SIZE INSULATED EQUIPMENT GROUND CONDUCTOR. NOT APPROVED WITH THIS PERMIT - ¢ SHEET oN 4. MINIMUM CONDUCTOR SIZE SHALL BE #10 AWG. ALL UNDERGROUND / CONDUIT SHALL BE PVC SCHED. 40. ' rN D•N`� z 3 5. ALL ELECTRICAL DEVICES/EQUIPMENT MOUNTED OUTDOORS SHALL BE a CD WEATHERPROOF (NEMA 3R). Renews: June 30 3 „• o El m2 C) w j 6. ALL FUTURE AND SPARE CONDUITS SHALL BE PROVIDED WITH A NYLON 1` PULL STRING. CAU I ION : IF 1 HIS SHEE I IS NO I 50" x42" I I IS A REDUCED PRIN I 0 A B c D E F G H LU 0 5 5 z ow E Ff� 2 0 A LC E 5 y y A— — — — 0 pi- f — —— -z N,— —K 1 — — 'I - - _7 WN a. 7E_—A Tp 0 T MS71 L-5 0 Tl i MDPO cr_ 0 0 0 0 2 VA E oil ............................. 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OFFICE OFFICE <�>a I 1 0 t= :2 X W 5; Uj m 0 0 5; ----41170 [if :2 =) Ld W 4 E IOU— i >_ m m V) 0 0 0:� 0 X LU 16b 16a 16b! 0- =) =) m I- 0 z :z >_ Uj Ld LLJ 10.0.0.0- m 0 m 0 Ld zi 4 — — — — < < _0 T T L_ 7 0A�� " N NN C,4 N 21 ir W — — — — — — — — LLJ r-: r_: 6 6 LIGHTING PLAN a_ N 0 N CN 0 cr_ 6 C6 ai SCALE: 1/8"=11-Opf 0- 0 CD C) CD CD C) C) 0- =3 W V) LU Elf L) L_ OCCUPANCY SENSOR SPEC. LIGHTING PLAN GENERAL NOTES PLAN NOTES 0 U) C14 6. ALL FLUORESCENT DIMMING ZONES/CHANNELS SHALL BE PROVIDED WITH 3 LINE VOLTAGE CONDUCTORS (NEUTRAL, DIMMED HOT, z: PA PM: A. CATALDO 1. CEILING & WALL MOUNT OCCUPANCY SENSORS SHALL BE MANUFACTURED 2 U-) 1. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF ALL LIGHTING FIXTURES. ROUTE THROUGH EXISTING LIGHTING CONTROL PANEL. 1__ BY "WATT STOPPER" CATALOG NUMBERS AS FOLLOWS: SWITCHED HOT) OR 2 LINE VOLTAGE CONDUCTORS/2 CONTROL CONDUCTORS AS REQUIRED BY THE CONTROL/BALLAST TYPE. PROFF DRAWN BY: - CEILING CATALOG NO. 7. ALL EMERGENCY BATTERY PACK FIXTURES SHALL BE PROVIDED WITH A CONSTANT HOT CONNECTION TO THE CHARGING LEAD. 2. VERIFY EXACT CEILING CONSTRUCTION WITH ARCHITECTURAL REFLECTED CEILING PLAN AND PROVIDE LIGHTING FIXTURES IN P U rf) WITH ALL NECESSARY MOUNTING HARDWARE. JOB NO.: SNR12-0011-00 900 S.F. LMDC-100 -0 1773 DE V) 0 8. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXIT SIGN CHEVRONS AND NUMBER OF FACES PER EXIT SIGN. ANY _73 2. CEILING OCCUPANCY SENSORS SHALL BE DUAL TECHNOLOGY WITH DISCREPANCIES BETWEEN EXIT SIGNS SHOWN ON THE ELECTRICAL AND ARCHITECTURAL PLANS SHALL BE BROUGHT TO THE 3. COORDINATE EXACT LIGHTING FIXTURE LOCATIONS WILL MECHANICAL EQUIPMENT & DUCT WORK PRIOR TO ROUGH-IN. REFERENCE ONLY :z SHEET COVERAGE LISTED ABOVE. ROOM CONTROLLERS SHALL BE REMOTE AND ATTENTION OF THE ARCHITECT PRIOR TO ORDERING EXIT SIGNS. REC- 1 < CD 4. ALL RECESSED FIXTURES SHALL BE PROVIDED WITH ALL REQUIRED STRUCTURAL SUPPORTS AS REQUIRED BY THE NOT APPROVED WITH THIS PERMIT V) 04 OPERATE UP TO 4 SENSORS. CAT5E WITH RJ-45 CONNECTORS FROM -,'11, (p 11�' CURRENTLY ADOPTED ISSUE OF THE UNIFORM BUILDING CODE, AS WELL AS ANY LOCAL CODES. 16, 0 SENSOR TO ROOM CONTROLLER. U.L. LISTED WITH 5 YEAR WARRANTY. 9. ALL LOW VOLTAGE LIGHTING SYSTEMS SHALL COMPLY WITH 2005 CEC ART. 411 AND SHALL BE LISTED PER 411.3. 2: IEFN D- 3: 0 < WALL 10. ALL ELECTRICAL EQUIPMENT LOCATED OUTSIDE SHALL BE WEATHERPROOF. 5. ALL DIMMING BRANCH CIRCUITS SHALL BE PROVIDED WITH A DEDICATED NEUTRAL CONDUCTOR FOR EACH ZONE/CHANNEL. CD E201 C) Renews: June 30 .1-3 b 5 T 7Tl' 2 VA V_ 10 5 16 34 5 D 8 8 �j ,L-6 Ali LL- A. SINGLE LEVEL CONTROL #DW-100 11. ALL LOW VOLTAGE WIRING NOT RUN IN CONDUIT SHALL BE PLENUM RATED. U) 1-11 LU B. 81-LEVEL CONTROL #DW-200 C;AU 110N : II- I HIS SHLI I ' NU 1 ,50 ' x42" I I IS A REDUCED NRIN 1 Y A B C D E F G H � p4 : I L% i 11 - ! r I - Q , W — . 11�Al �� I� : �( I � � ...'I � I I — — o ai _._ ---- - -- C ---- _ L 0 U I_ ( ) _ T____:__1 I - -!_ _ � - - L_ _I_ _ _ - _ _T1 aj - - --i- -_... �� _ ! relLU -.._. ._�._.._ _ _ _ - w 5.1 - - I o 0 22 VA MDP, o o I ---= ----- - - fi� u. ._.._ ._._ � I5;i7 TILL L_-_ - l I-1 COFFEE I Il I z i � J I .._.. 1.__ .___ .__..�_..._ ...:....- __L._ _- .__._i_ _.._.. .._1_.._. .:.._. .__) 28 11= SHOP i 28 I I W N :2 iii,,=4 - 1 =�_" ----- r ! !. y402 _ -----+ I i 1 - 1 - 1 I C-34,36 ul /\ .. \� ---- -------- 1�_.._ _� I. ----_-- ---- r - J 3 __ ._._ .. L ` it ! I 54 , 54 : TIBULE B-10,12 - - = _ ; , o cn __ _ ___ I I 1 0 22 1 -- ...__._ ......_ ._._ .. ,I _ - 1 1 36 I _ - = I-- 1i 53 ( 8 . Q, 10 ! 8- �! 2_ J' 6C-32 100 10 12 !� i a-Of W •� i -- in ! I I 32 ...... 62 2 _ -� 11 I - -- m I I (! �- - - - - - =r C-2,�,.` ....._. 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I, FFICE 8 7 ,n7 1 1 0 � ~ DOOR RELEASE 1t0 34 ! I 0 � l_ m 109 ! i 1 4 i7 17 17 17 17 17 17 -1 11 17 16 28 !1 I _ �... _ _ ¢ O m =) ( cn I B� , r-. B _ B-1416 18 _ -- -- -- -:. - -.._...._.._._ ' I L..... - -�I----7 -i� -i�,.. - _�..- _ { � W --- 'r _ _ _ __ _ _-+==-= FIXTU — .a i ................FW.ORES ENT. . _. ..............__.._._ _ ........_....._........__. ..---- ll. .._........._........._.............................. ........................................... --- --- - B 15 - --- c - --....... . _._....._... ........... - - - - - ! a I I -_ .- -1 '•� 1 ! I I J i(2✓' " ' i I I I I I I I I DT41 I I I I I i 1 ��rjl -+ — — -i- — —1 — — -_ — —1— — , 28' 11 it it !! I I! i! Q fn Q F- H __. __ - = - - \L_ .= ----I<-=-=�-_ - __- �____�=_ -�====�_===4____=L- ___- --�- -- - - _ - ==. - =-- ----- ---- ---- ----- - ____�_-___�_-__=====A- = ---- ---- ----- --- z z - - - - - -i __ _ - _ _� _ �I _ � - -1- - 1= W W _ - O g Qm � cnl- cn 1 1 13 � !5 - ---- ---- - - - T �6 'f6 - f6-- -18-- TB-- -IB 1 31 W Q _j m : 3 -n / _ X < Q H w W 0 � O N � m � = � mwmw n POWER PLAN N 0 � 0 = LLJ » » ap � � rZ ? I– zF– SCALE: 1/8 =1 -0 U z z O z 0 z U >_ 1- W Q J W J W Q U U U d m U M U SIGNAL PLAN GENERAL NOTES POWER PLAN GENERAL NOTES PLAN NOTES � w - N — � N N f 0- Q cp N O N N I 6. FLEX CONDUIT IS GENERALLY UNACCEPTABLE FOR USE AS A Of 0 4 Ui � (D r- °D ci o a COMMUNICATIONS CONDUIT EXCEPT AT SEISMIC JOINTS AND AS 1. CONDUITS SHALL, 1. ALL RECEPTACLES ON COMMON WALLS SHALL BE SEPARATE BOXES AND =1 REFER TO SHEET E3.2 FOR ELECTRICAL NOTES o 0 0 0 0 0 0 cn APPROVED IN WRITING BY THE ENGINEER. 1.A. CONTAIN NO CONTINUOUS SECTIONS LONGER THAN 30M (98FT) OFFSET 24" MINIMUM. F' 7. ALL SUB SLAB CONDUITS SHALL BE INSTALLED IN A MATTER THAT 1.B. CONTAIN MORE THAN (2) 90 DEGREE BENDS OR (1) REVERSE BEND ,�, 0 WITHOUT INSTALLING A PULLBOX. CONDUITS IN PLACE OF PULL BOXES 2• ALL PENETRATIONS THROUGH FIRE RATED WALLS SHALL BE PROTECTED PREVENTS WATER INFILTRATION OF THE CONDUIT. IT IS THE FROM THE SPREAD OF FIRE WITH AN APPROVED FIRESTOP SYSTEM EQUAL a CONTRACTOR'S RESPONSIBILITY TO ENSURE RAIN WATER OR IS UNACCEPTABLE. o OR GREATER THAN THE FIRE RATING OF THE WALL. z PA/PM: A. CATALDO CONSTRUCTION WATER IS PREVENTED FROM ENTERING AND/OR o REMOVED FROM THE CONDUITS PRIOR TO PLACEMENT OF 2• CONDUITS SHALL CONTAIN PLASTIC OR NYLON PULL TAPE RATED AT 20 3. HEIGHT OF ALL RECEPTACLES AT COUNTER SHELVES, ETC., SHALL BE .`�Q`�� PR ,cF < DRAWN BY: II COMMUNICATION CABLES. VERIFIED WITH OWNER PRIOR TO ROUGH-IN. PROVIDE G.F.C.I. TYPE �5 G I N F S, U RECEPTACLE WITHIN 6 FEET OF ANY SINK. `� ® C) 8. ALL PULL BOXES SHALL BE SIZED AND INSTALLED PER 3. CONDUIT BEND RADIUS SHALL BE 1773 E . m JOB NO.: SNR12-0011-00 $ ANSI/TIA/EIA-569A. PULL BOXES FOR UNDER FLOOR CONDUIT RUNS 3.A. A MINIMUM OF 6 TIMES OF THE INTERNAL CONDUIT DIAMETER FOR 4. ALL UNDERGROUND CONDUITS SHALL BE PVC SCHED. 40, MINIMUM 3/4"C• REFERENCE ONLY r- Ln ARE NOT PERMITTED UNLESS OTHERWISE NOTED. PULL BOXES FOR CONDUITS 2 IN DIAMETER OR LESS RUN CODE SIZE INSULATED EQUIPMENT GROUND CONDUCTOR. SEG N z c 4 OVERHEAD CONDUIT RUNS SHALL BE LOCATED ABOVE ACCESSIBLE 3.B. 10 TIMES THE INTERNAL CONDUIT DIAMETER FOR CONDUITS MORE NOT APPROVED WITH THIS PERMIT N h Q SHEET o CEILINGS WITHIN THE ACCESSIBLE CEILING SPACE. THAN 2" IN DIAMETER. �A�y 1B, QIP '� m 9. CONDUITS) SHALL EXIT A PULL BOX ON THE WALL OPPOSITE THE ,�1-11 'yEPV D.�` � 4. TERMINATE CONDUITS THAT PROTRUDE THROUGH STRUCTURAL FLOORS 3 a WALL ENTERED. ABOVE THE FLOOR SURFACE. 1 0 Renews: June 30 l3e E3m 10. IF FIRE ALARM DEVICES ARE INDICATED ON PLANS, THEN THE - W j ELECTRICAL CONTRACTOR SHALL SUBMIT FIRE ALARM PLANS AND 5. INSTALL BUSHINGS AND BELL ENDS AS REQUIRED ON ALL CONDUITS. w ,*.' OBTAIN APPROVAL PRIOR TO INSTALLATION. m CAU I ON : II HIS SHEEI IS NOI SO x42 1 IS A NEDUC;EU PHIN Y 0 01 } N Z w Q w o W O z a/ Z w U � V ELECTRICAL NOTES KEYED NOTES 0 MERCHANDISING MERCHANDISING IT U 0 w 0 = U 36- SHARPENING SHARPENING BENCH-(1)4"SQ.J-BOX W/(2) IVORY RECEPTACLES MOUNTED TO zs END CAP POWER- PROVIDE ONE DUPLEX MOUNTED TO FLOOR WITH BRACKET NIGHT BELL-GENERAL CONTRACTOR TO FURNISH & INSTALL NIGHT BELL ON 9 ALL DATA CABLE RUNS SHALL NOT EXCEED 300 LINEAL SQUARE FEETO 4"X4" POST AT 6"ABOVE FINISHED FLOOR. (1)4"SQ.J-BOX W/(1)IVORY BOX FACING OUT TOWARDS KICKPLATE.REFER TO FLOOR PLAN FOR BACKSIDE OF COL. @ CEILING STRUCTURE @ 16'A.F.F. 0 Im LOCATIONS. RECEPTACLE AND (1)TOGGLE SWITCH WIRED TO ACTIVATE POWER TO � • DOUTLETS MOUNTED 34"ABOVE FINISHED FLOOR. POWER WILL RUN SMALL O m O NOT SNAKE M/C THRU BASE BRACKET HOLES. ALL BOXES TO BE TAPCON n/ MOTOR TOOLS-CHAINSAW SHARPENER, KNIFE SHARPENER, SMALL BELT 52 APPLIANCE REGISTER- PROVIDE(7)CAT5 CABLES FOR DATA AND (1)CAT5 :2 F+y so SHOP&STRIP LIGHTS- CATEGORY REQUIRES 300 WATTS/2.5 AMPS TOTAL. CABLE FOR DATA/PHONE. PROVIDE QUAD BOXES, 2 CIRCUITS-(1)FOR CLEAN 0 cm ANCHORED, NO SHOTS ALLOWED. STRAP SANDER. ( > U PROVIDE ONE DUPLEX MOUNTED TO FLOOR WITH BRACKET BOX FACING OUT POWER, (1) FOR DIRTY POWER. w • REFER TO ELECTRICAL SHEETS FOR CIRCUIT PANEL INFORMATION. TOWARDS KICKPLATE. � • NO CONDUIT ON WALL BELOW 15-0" A.F.F. ALL EXPOSED CONDUITS TO BE O KEY MACHINE- (1)4"SQ.J-BOX W/(2) IVORY RECEPTACLES MOUNTED TO s� COLOR CENTER-CATEGORY REQUIRES 129 WATTS/1.07 AMPS TOTAL. ss Lli (D Of J PAINTED TO MATCH COLUMNS. FLOOR WITH BRACKET BOX FACING OUT TOWARDS KICKPLATE. PROVIDE ONE DUPLEX MOUNTED TO FLOOR WITH BRACKET BOX FACING OUT O DATA DROP LOCATION -2' RIGID CONDUIT TO A 90 DEGREE UNDER BASE DECK < TOWARDS KICKPLATE. TO A FLOOR MOUNTED BRACKET BOX. PROVIDE DUPLEX WITH INDUSTRIAL w • VERIFY FINAL REVISIONS & EXACT OUTLET LOCATIONS W/ OSH REP. PRIOR TO COVER AND WHIP TO LOCATION. O s SELF CUTTING KEY MACHINE -(1)DUPLEX MOUNTED TO FLOOR WITH BRACKET w ROUGH-IN & INSTALLATION. GENERAL CONTRACTOR TO SUPPLY AND INSTALL BOX FACING OUT TOWARDS KICKPLATE, OR MOUNTED INTO WALL. SEE U ITEMS MOUNTED ON FIXTURES. DRAWING FOR MOUNTING. sz CORD REELS-GENERAL CONTRACTOR TO FURNISH AND INSTALL RECTRACTABLE CORD REELS, MODEL 83899 CRAFTSMAN/SEARS# 5a CHECKSTAND REGISTER I SEE DETAIL TED GR U 4"SQ. CBOX W/(2)ORANGE o ALL DISPLAY POWER TO BE 3/8" M.C. FLEX. CONDUIT TO BE RUN UNDERNEATH THE 03483899000 .CORD REELS TO BE MOUNTED FROM CEILING STRUCTURE WITH RECEPTACLES WITH DEDICATED ISOLATED GROUND CIRCUITS(1)4"SQ.J-BOX w 0 BOTTOM OF CORD REEL @ B.O.B.J.WITH CORD STOP @ 14 FEET- TO PROVIDE W/(2) IVORY RECEPTACLES POWER FOR REGISTER LIGHTS. (1)SINGLE GANG co 00 BASE BRACKETS FROM J-BOX TO POWER OUTLETS Oa VALANCE LIGHTING -(1)4"SQ J-BOX W/INDUSTRIAL COVER MOUNTED TO J-BOX W/ORANGE DUPLEX RECEPTACLES WITH DEDICATED ISOLATED GROUND v FLOOR WITH BRACKET BOX. WHIP TO 4'T-8 FLUORESCENT LIGHT. DAISY CHAIN 120V 20 A CIRCUITS AS INDICATED ON PLANS. CIRCUITS POWER LOCATED BELOW SCANNER PAD IN CABINET.DO NOT 0 ~ rn • ALL DATA CABLE TO BE LEVEL 5 CATEGORY NO EXCESS CABLE TO BE LEFT LIGHT FIXTURES TOGETHER. FIGARDEN: FIXTURE QTY(28)3 LOCATIONS .SEE COMBINE REGISTER AND SCANNER ON SAME CIRCUITS.4"SQ. GROMMET FOR ~ BETWEEN TERMINATION POINTS. ALL CABLE TO BE CLEARLY MARKED W/ WIRE PLAN FOR LAYOUT. sa COLUMN MOUNTED POWER- ONE DUPLEX MOUNTED ON COLUMN, 12"A.F.F. (2)DATA AND (2) PHONE CABLES.AVAYA 102 CONNECT INTO SMB ELEC. IVORY = PROVIDE(1)CIRCUIT FOR(2)DUPLEXES.SEE DETAIL 8/OH-3. BLOCK W RJ45 JACKS (RED& IVORY)ADJACENT TO PROCESSOR. PROVIDED o by NUMBERS AT BOTH ENDS. MAX. RUN PER CABLE, 300 LINEAL FT. O CABINET HARDWARE -(1)DUPLEX MOUNTED TO FLOOR WITH BRACKET BOX AND INSTALLED BY OSH VENDOR. (2)CIRCUITS REQUIRED FOR IVORY � o • OSH VENDOR SHALL PROVIDE AND INSTALL ALL CATEGORY 5 DATA AND PHONE FACING OUT TOWARDS KICKPLATE. RECEPTACLES TO RUN BE ABLE TO ADD A COKE MACHINE. O7 �' z CA Z Lli CABLES RJ45 568B (RED) JACK. AVAYA#MP100E OR EQUIVALENT SURFACE MOUNT , °'J U b0 E N s CEDAR POST FOR CONDUIT DROPS -PROVIDED TO SECURE CONDUIT DROPS. CONDUIT DROP LOCATION- Z'RIGID CONDUIT TO A 90 DEGREE UNDER BASE °1 0 U t ry BLOCK. 3a DECK TO A FLOOR MOUNTED BRACKET BOX. PROVIDE DUPLEX WITHcq 55 TOOL CORRAL REGISTER- 3A(1)SINGLE GANG J-BOX W/ORANGE DUPLEX = U + o Z N INDUSTRIAL COVER-WHIP TO NEXT UNDER DECK BOX IN THAT RUN. cn ¢ 'tip 'u N v �. a` • CONDUIT DROPS- ISLAND RUNS PROVIDE NEW 120V CIRCUIT IN NEW 3/4" RIGID MULTIPLE CIRCUITS MAY BE REQUIRED @ EACH DROP. RECEPTACLE WITH DEDICATED ISOLATED GROUND CIRCUITS FOR REGISTER. (1)SINGLE GANG J-Box W/IVORY DUPLEX RECEPTACLE POWER FOR REGISTER TAN PAINTED CONDUIT FROM J-BOX AT ROOF STRUCTURE MOUNTED ON TRUSS. U O ROTARY TOOLS -(1)DUPLEX MOUNTED TO FLOOR WITH BRACKET BOX FACING LIGHT. (1)SINGLE GANG J-BOX W/ORANGE DUPLEX RECEPTACLE CLEAN POWER RUN RIGID THROUGH TOP RAIL KNOCKOUT AND FLEX TO PLUGMOLD. OUT TOWARDS KICKPLATE. FROM PANEL LOCATED BELOW SCANNER PAD IN CABINET. DO NOT COMBINE a ss REFRIGERATOR&MHC- PROVIDE GREY WIRE MOLD V24GB306 ONE DUPLEX w • CONDUIT DROPS - WALL DISPLAYS PROVIDE NEW 120V CIRCUIT FROM J-BOX AT MOUNTED ON COLUMN, 12"A.F.F. REGISTER AND SCANNER POWER ON SAME CIRCUIT. (1)SINGLE GANG J-BOX W/ MULTI-TOOLS - 1 DUPLEX MOUNTED TO FLOOR WITH BRACKET BOX FACING PROVIDE(1)CIRCUIT FOR(2)DUPLEXES. RUBBER GROMMET FOR(1) DATA AND (1)PHONE CABLE. o ROOF STRUCTURE IN NEW 3/4 RIGID TAN PAINTED CONDUIT SURFACE MOUNT ON <3> ( ) U OUT TOWARDS KICKPLATE. WALL, ROUTE THROUGH TOP RAIL KNOCKOUT AND RUN FLEX CONDUIT TO PLUGMOLD/OUTLETS. <3> s PIPE CUTTER- PROVIDE DEDICATED 120V 20AMP CIRCUIT.ONE DUPLEX ss Q w O COMMERCIAL SERVICE COUNTER/REGISTER -ELECTRICAL SUBCONTRACTOR s NAIL SCALE- ONE DUPLEX MOUNTED TO FLOOR WITH BRACKET BOX FACING MOUNTED ON FLOOR. SHALL PROVIDE AND INSTALL ELECTRICAL CONDUITS, POWER,AND J-BOX IN _ O LLI m O co • GALVANIZED POLE W/CONDUIT INSIDE PROVIDE NEW 120V CIRCUIT AND PROVIDE OUT TOWARDS KICKPLATE. CABINET. REGISTER REQUIREMENTS: (1)4"SQ.J-BOX W/ORANGE DUPLEX V) ch-_ z N'd' N N N RECEPTACLE WITH DEDICATED ISOLATED GROUND CIRCUITFROM PANEL E-2. 0° CD U-� '- (D t0 (2) - 1/4 O.D. GALVANIZED PIPE FROM J-BOX AT ROOF STRUCTURE TO MINNERS s� FOUNTAIN &SANCTUARY FLATS IN NURSERY- (1)GFI FOURPLEX 15"A.F.F. 0 z z 0 0) MOUNT ON FLOOR FOR(1)TERMINAL, (1)PRINTER, (1)LASER MACHINE, (1)FAX LLT z N • • N w' HUB ON FLOOR. FLEX FROM CUT OUT TO DUPLEX SWITCH. ,o VANITIES, TOILETS&MEDICINE CABINETS —ONE PLUGMOLD SERIES"2000"# PROVIDE 120V POWER. CONTROLLED BY GFCI BREAKER IN PANEL. PROVIDE MACHINE)(1)SINGLE GANG J—BOX W/IVORY DUPLEX RECEPTACLE. MOUNT ON = d m m m N � tomo z • POWER POLE DROP - REGISTERS & SERVICE COUNTERS - (PROVIDE NEW 120V 20GB306 MOUNTED 6" BELOW TOP RAIL ON A CENTER RAIL WEATHER PROOF COVER MM 7440C TAYMAC. CIRCUITS FROM CONTACTOR FLOOR. (1)SINGLE GANG J-BOX W/ORANGE DUPLEX RECEPTACLE LOCATED ~ LLI Z O Q N N < PER SECTION SEE DETAIL 9/01-1-3. CONTROLLED BY SMART BREAKER. BELOW SCANNER PAD IN CABINET. DO NOT COMBINE REGISTER AND SCANNER z C) I— U U N (L CURCUIT FROM J-BOX AT ROOF STRUCTURE. RUN 3 X 5 POWER POLE FROM ROOFPOWER ON SAME CIRCUIT. (1)SINGLE GANG J-BOX W/RUBBER GROMMET FOR = W 0) 0) STRUCTURE DOWN TO COUNTER TOP. POWER POLE TO HAVE SEPARATE (1) DATA AND (1) PHONE CABLE. (1)AVAYA 102 CONNECTING SMB IVORY BLOCK Lw H o z m m i� DOORBELLS -CATEGORY REQUIRES LOW VOLTAGE(16VA& 10 VA) 10 AMPS sa NOT USED W/RJ45(RED AND IVORY)JACKS ADJACENT TO PROCESSOR.4"SQ.J-BOX W/ cq Ir, � m •• RACEWAYS TO DIVIDE POWER FROM DATA. TOTAL. PROVIDE ONE DUPLEX MOUNTED TO FLOOR WITH BRACKET BOX STAINLESS STEEL COVER W/RUBBER GROMMET MOUNTED IN CABINET FOR(3) L� U P, O a • ALL EXPOSED CONDUITS TO BE PAINTED TO MATCH COLUMNS. FACING OUT TOWARDS KICKPLATE. LEVEL 5 DATA CABLES.4"SQ.J-BOX W/STAINLESS STEEL COVER W/RUBBER w ss • GENERAL CONTRACTOR TO SUPPLY AND INSTALL ALL CONDUITS, WIRE AND NOT USED GROMMET MOUNTED IN CABINET FOR(2)PHONE CABLES. m JUNCTION BOXES FOR DROPS TO FIXTURES. GENERAL CONTRACTOR SHALL <s> z TRACK LIGHTING-CATEGORY REQUIRES 95 WATTS/7.5 AMPS TOTAL. PROVIDE w IVORY WIREMOLD V24GB306 20 AMPS MOUNTED ON CENTER RAIL 6"BELOW i HARDWIRE TO CEILING/WALL MOUNTED JUNCTION BOXES FROM FIXTURES AS TOP RAIL PER SECTION. PROVIDE 120V POWER. N APPLICABLE. GENERAL CONTRACTOR TO FURNISH AND INSTALL ALL ELECTRICAL 5� CUSTOMER SERVICE DESK -ELECTRICAL CONTRACTOR TO PROVIDE AND Q LOSS PREVENTION INSTALL ALL ELECTRICAL POWER, CONDUITS, PLUGMOLD ,J-BOXES AND POWER MATERIAL (AS SHOWN IN DRAWINGS) FROM END DEVICES IN FIXTURES TO IN CABINETS. REGISTER REQUIREMENTS: " (2) 120V FOURPLEX W/ORANGE z is LANDSCAPE LIGHTING- CATEGORY REQUIRES 600 WATTS/5 AMPS TOTAL. O CEILLING/WALL MOUNTED JUNCTION BOX AND MAKE FINAL CONNECTIONS. PROVIDE ONE DUPLEX PER SECTION MOUNTED TO FLOOR WITH BRACKET BOX RECEPTACLE,W/STAINLESS STEEL COVERS. POWER WITH DEDICATED z FACING OUT TOWARDS KICKPLATE @ 3RD,4TH, 5TH &6TH SECTION. ao PUBLIC VIEW MONITOR- MOUNT IN FRONT OF ENTRANCE SUSPENDED FROM ISOLATED GROUND CURCUITS. (1)FOURPLEX PER CABINET. "(2) 120V w GENERAL CONTRACTOR SHALL COORDINATE THE ELECTRICAL INSTALLATION FOURPLEX W/IVORY RECEPTACLE WITH STAINLESS TSTEEL COVER FROM WITH THE VENDOR INSTALLING THE FIXTURES SO THAT THE PROGRESS OF THE CEILING. MOUNT SIGN 4"TO 6"BELOW PUBLIC VIEW MONITOR @ 8'-0"AFF. PANEL E-1. (1)FOURPLEX PER CABINET"(1)4"SQ.J-BOX W/STAINLESS STEEL PROVIDE 120V OUTLET MOUNTED AT CEILING. o �a COVER. COVER TO ACCEPT RJ45(RED)AVAYA JACKS FROM(4)DATA CABLES, TASK LIGHTING -CATEGORY REQUIRES 1160 WATTS/9.66 AMPS TOTAL PROVIDE J WORK IS NOT DELAYED. AND RJ45(IVORY)AVAYA JACKS FOR(2)PHONE CABLES. SEE PLAN FOR ONE DUPLEX MOUNTED TO FLOOR WITH BRACKET BOX FACING OUT TOWARDS Q KICKPLATE. CUSTOMER SERVICE MONITOR- PROVIDE& INSTALL(1)CAMERA&COAX LOCATION. *(1)4"SQ.J-BOX W/STAINLESS STEEL COVER. COVER TO ACCEPT N Q CABLE FROM SPECIALTY SERVICE DESK MONITOR OFFICE SECURITY RJ45(RED)AVAYA JACKS FROM (2) DATA CABLES.AND RJ45(IVORY)AVAYA MONITOR. JACKS FOR(2)PHONE CABLES.SEE PLAN FOR LOCATION *4"SQ.J-BOX W/ w s> s LAMP GLASS -(1)DUPLEX MOUNTED TO FLOOR WITH BRACKET BOX FACING STAINLESS STEEL COVER AND RUBBER GROMMET FOR COAX CAMERA CABLE o J OUT TOWARDS KICKPLATE. FROM OFFICE SECURITY MONITOR. -(1)IVORY PLUGMOLD STRIP 12'-0"LONG w M <> biCUSTOMER SERVICE SAFE- GALVANIZED POLE W/CONDUIT INSIDE (SIM.TOPOWER. (1)SINGLE GANG J-BOX W/ORANGE DUPLEX RECEPTACLE WITHDETAIL 4/OH-3); PROVIDE 120V CIRCUIT AND PROVIDE 2-1/4"O.D. GALVANIZED DEDICATED ISOLATED GROUND CIRCUITS LOCATE BELOW SCANNER PAD IN �s FLUSHMOUNT LIGHTING - 1 4"SQ J-BOX MOUNTED TO FLOOR WITH BRACKET CABINET. DO NOT COMBINE REGISTER AND SCANNER POWER ON SAME CIRCUIT. W Z ( ) PIPE FROM J-BOX AT ROOF STRUCTURE TO MINNERS HUB ON FLOOR. FLEX BOX. PROVIDE 4" INDUSTRIAL COVER.AND WHIP TO LIGHTING TRACKS FROM CUT OUT TO DUPLEX. CONNECT TO A PANEL ON STANDBY POWER. � O ALTERNATING CIRCUITS. (2)CIRCUITS TOTAL. o ^ LU 0 Y �� WALL MOUNTED-CATEGORY REQUIRES 1000 WATTS/8.33 AMPS PER PANEL. sa CHECKSTAND PHONES- MOUNT PHONE N PEDESTALS ADJACENT ¢ W O PROVIDE ONE DUPLEX PER SECTION MOUNTED TO FLOOR WITH BRACKET BOX as HALLWAY SENSORMATIC DIGITAL PROMAX(INTERIOR)STANCHIONS- PROVIDE O O O S S C T TO FACING OUT TOWARDS KICKPLATE. O EAS CONTROLLER SURFACE MOUNTED ABOVE SUSPENDED CEILING @+8-0 . CHECKSTAND LIGHT. J v LL PROVIDE 120V POWER EAS CONTROLLER. RUN (1)3/4" L.V. CONDUIT INU) U) O DECO LIGHTING -CATEGORY REQUIRES 1160 WATTS/9.66 AMPS TOTAL. PARTITION WALL STUBBED UP UNDER SLAB TO 1 ST STANCHION. PROVIDE(1) TELEPHONES- PHONES LOCATED ON BACK OF COLUMNS. PROVIDE J-BOX @ 54" Z Q �a 3/4" L.V. INTERCONNECTING CONDUIT UNDER SLAB STUBBED UP TO EACH ss O PROVIDE ONE DUPLEX PER SECTION MOUNTED TO FLOOR WITH BRACKET BOX STANCHION. PROVIDE(1)REMOTE ALARM SURFACE MOUNTED TO HALLWAY A.F.F. RUN 3/4"CONDUIT ON COLUMN TO CEILING STRUCTURE. PHONES 0 FACING OUT TOWARDS KICKPLATE. SUSPENDED CEILING GRID. PROVIDE PULL CORDS IN ALL CONDUITS. LOCATED ON FIXTURE MOUNT J-BOX ON FLOOR, PROVIDE 3/4"CONDUIT WITH w PULL CORD TAGGED PHONE. : is O C) BATH VENTS- CATEGORY REQUIRES 22.8 AMPS TOTAL. PROVIDE ONE DUPLEX •as CUSTOMER SERVICE CAMERA -SHALL PROVIDE ANY REQUIRED LOW VOLTAGE so WALL PHONES -RUN 3/4"CONDUIT IN WALL TO ROOF STRUCTURE. MOUNT w �— PER SECTION MOUNTED TO FLOOR WITH BRACKET BOX FACING OUT TOWARDS WIRE FROM THE POWER SUPPLY UNIT TO CAMERA LOCATION. OSH VENDOR TOr~- J-BOX IN WALL @ 54"A.F.F. MAX. 12"FROM DOOR OPENING. KICKPLATE @ 1 ST&2ND SECTION. PROVIDE AND INSTALL COAX CABLE FROM CAMERA TO THE OFFICE SECURITY MONITOR. MOUNT CAMERA AS REQUIRED ABOVCE CUSTOMER SERVICE DEPARTMENT. °7 M zo FAUCET DISPLAYS -J BOX WITH WHIP TO THE DISPLAY LIGHTING TO TOP OF si EXTERIOR LIVE BROADCAST HOOK-UP FOR MARKETING- PROVIDE LOCKABLE O FIXTURE. EXTERIOR CAN WITH THE FOLLOWING (1) 120V, 20AMP CIRCUIT. (2)LEVEL 5 DATA as MAIN SALES SENSORMATIC VITRA POST II INTERIOR STANCHIONS- GENERAL LINES, ONE TERMINATED AT TB2 BOARD TAGGED PHONE AND ONE TERMINATED < O z� TORCHIERE-CATEGORY REQUIRES 980 WATTS/8.16 AMPS TOTAL. PROVIDE CONTRACTOR SHALL PROVIDE 120V POWER FROM PANEL E-1 VIA(1)3/4 AT COMPUTER RACK IN THE COMPUTER ROOM TAGGED DATA LINE. PROVIDE CONDUIT UNDER SLAB STUBBED UP TO MAIN STANCHION.SEE PLAN FOR "BEST"LOCK WITH KEY.VERIFY LOCATION WITH OSH PRIOR TO ROUGH-IN. � ONE DUPLEX MOUNTED TO FLOOR WITH BRACKET BOX FACING OUT TOWARDS LOCATION. PROVIDE(1)3/4"L.V. INTERCONNECTING CONDUIT UNDER SLAB < KICKPLATE. STUBBED UP TO EACH STANCHION. _ s2 SMS TERMINAL&WEB- (1)4"SQ.J-BOX W/(1)ORANGE RECEPTACLE WITH 22 ORGANIC PEST CONTROL REFRIGERATOR - PROVIDE (1) 120V DUPLEX OUTLETO R.F.ANTENNA- MOUNT 1'-0"BELOW SUSPENDED CEILING OR 12'AFF FACING O DEDICATED ISOLATED GROUND CIRCUIT&(1) IVORY RECEPTACLE FOR PRINTER. Z MOUNTED 15 AFF. EMS SYSTEM SHALL NOT CONTROL THIS CIRCUIT. as REAR OF STORE WHEN ROOF STRUCTURE IS EXPOSED. PULL CAT5 DATA (1)SINGLE GANG BOX WITH RUBBER GROMMET FOR DATA/PHONE. w CABLE FROM ANTENNA LOCATION TO COMPUTER ROOM WITH 6'OF EXCESS, w 2s (5)GALLON PAINT SHAKER-GENERAL CONTRACTOR TO SUPPLY AND INSTALL COILED,AT EACH END.TERMINATE SALES FLOOR END WITH RJ45 5688(RED) s3 HANDICAP CART- (1)DUPLEX RECEPTACLE. 0 DUPLEX OUTLET WITH DEDICATED ISOLATED GROUND CIRCUIT. PROVIDE(1) JACK-AVAYA#MP100E OR EQUIV.SURFACE MOUNT BLOCK. 120V CIR.#8 WIRE. PROVIDE ORANGE RECEPTACLE W/STAINLESS STEEL m PLATE. MOUNTED TO FLOOR WITH BRACKET BOX FACING OUT TOWARDS a� TOOL CORRAL SURVEILLANCE CAMERAS- OSH VENDOR SHALL PROVIDE AND KICKPLATE. INSTALL LOW VOLTAGE WIRE FROM THE POWER SUPPLY UNIT TO EACH U CAMERA LOCATION.OSH VENDOR SHALL PROVIDE AND INSTALL WHITE COAX w N za (1)GALLON PAINT SHAKER- GENERAL CONTRACTOR TO SUPPLY AND INSTALL CABLE FROM EACH CAMERA TO THE TOOL CORRAL SECURITY MONITOR AND Y 0 A COAX CABLE FROM THE TOOL CORRAL SECURITY MONITOR TO THE OFFICE 0 > Fn SECURITY MONITOR. LV&COAX CABLE STRUCTURE EXPOSED AT THE ROOF. DUPLEX OUTLET WITH DEDICATED ISOLATED GROUND CIRCUIT. PROVIDE(1) 3:120V CIR.# 10 WIRE CONNECTED TO A PANEL ON STANDBY POWER. PROVIDE LLI cn CY-1 GENERAL Of Y DOME CAMERA-- ORANGE RECEPTACLE W/STAINLESS STEEL PLATE. MOUNTED TO FLOOR WITH SEE OH PLANS FOR CAMERA LOCATIONS. w Q� w CONTRACTOR SHALL PROVIDE CONDUIT AND PULL CORD TO EACH CAMERA. = Q c) BRACKET BOX FACING OUT TOWARDS KICKPLATE. f RUN CONDUIT AND PULL CORD CONCEALED IN WALL UNDER SLAB TO THE 0 w Q TOOL CORRAL SECURITY MONITOR.2.WALL MOUNTED CAMERA. G.C.SHALL tY zs HERO MACHINE- GENERAL CONTRACTOR TO SUPPLY AND INSTALL DUPLEX RUN LV WIRE IN CONDUIT CONCEALED IN WALL(DAYLIGHT CONDUIT AT ROOF a w OUTLET WITH DEDICATED ISOLATED GROUND CIRCUIT. PROVIDE(1) 120V. CIR.# STRUCTURE)TO EACH CAMERA LOCATION. PROVIDE CONDUIT CONCEALED IN zo -1610 WIRE CONNECTED TO A PANEL ON STANDBY POWER. PROVIDE ORANGE WALL FROM EACH CAMERA LOCATION DOWN WALL UNDER SLAB TO THE TOOL w RECEPTACLE W/ STAINLESS STEEL PLATE. MOUNTED TO FLOOR WITH CORRAL SECURITY MONITOR. G.C.TO PROVIDE J-BOX(FLUSH MOUNT WALL) o U @12'0"AFF(TOP OF J-BOX). U BRACKET BOX FACING OUT TOWARDS KICKPLATE. : 0 as m REGISTER SURVEILLANCE CAMERAS- OSH VENDOR SHALL PROVIDE AND zs COLOR MATCH MACHINE&MONITOR- GENERAL CONTRACTOR TO SUPPLY& INSTALL LOW VOLTAGE WIRE FROM THE POWER SUPPLY UNIT TO EACH 0 w N INSTALL QUAD OUTLET WITH DEDICATED ISOLATED GROUND CIRCUIT. PROVIDE CAMERA. OSH VENDOR TO PROVIDE& INSTALL WHITE COAX CABLE FROM z Q N ONE 120V. CIR.#10 WIRE CONNECTED TO A PANEL ON STANDBY POWER. EACH CAMERA TO THE OFFICE SECURITY MONITOR. L.V&COAX CABLE O PROVIDE ORANGE RECEPTACLE WITH STAINLESS STEEL PLATE. MOUNTED TO EXPOSED AT ROOF STRUCTURE.SEE OH PLANS FOR CAMERA LOCATION. 1. Z FLOOR WITH BRACKET BOX FACING OUT TOWARDS KICKPLATE. DOME CAMERA-G.C. SHALL PROVIDE PENDANT CONDUIT TO EACH CAMERA. in CONDUIT SHOULD BE PAINTED WHITE. 2.WALL MOUNTED CAMERA-G.C. SHALL z7 PAINT COUNTER SUPPORT POWER- ONE DUPLEX OUTLET W/STAINLESS STEEL PROVIDE CONDUIT CONCEALED IN WALL(DAYLIGHT CONDUIT AT ROOF a TO PROVIDE CONDUITS & m C G. . J PLATE (2 LOCATIONS). MOUNTED TO FLOOR WITH BRACKET BOX FACING OUT STRUCTURE)TO EACH CAMERA LOCATION. .e- -i � J-BOX(FLUSH MOUNT IN WALL)MOUNT J-BOX @ 12'-0"AFF(TOP OF J-BOX). p N�/ TOWARDS KICKPLATE. U L.L Q za PROMO POWER- GENERAL CONTRACTOR TO PROVIDE 120V 20 AMP CIRCUITS. as TOOL CORRAL SECURITY MONITOR- OSH VENDOR SHALL INSTALL COAX CABLE W U) Q PROVIDE ONE DUPLEX MOUNTED TO FLOOR WITH BRACKET BOX FACING OUT FROM EACH CAMERA LOCATION TO THE TOOL CORRAL SECURITY MONITOR < TOWARDS KICKPLATE. AND(5)COAX CABLES(4)CAMERAS, (1) MONITOR FROM THE TOOL CORRAL w W Q J o, SECURITY MONITOR TO THE OFFICE SECURITY MONITOR. O 2 Uj -ia m Off z z 3 r- � � � f— W wQ O Cn � O Cn so NOT USED mmtV) � 0CKCD � m � w > w > LU IL N � O H zI— v U > > W Q 0 w - w N 0 f- ♦- J J E J E J w Z U U U a- m I U I m I U Q r- NN N N N N f- CL r_w Q � coUi_ N `° 0NN [if ori co 6 r-� cd M6 CL O o 0 0 0 0 0 - a vi w f- E w O tY L Q U O ` z PA/PM: A. CATALDO C14 `Y`":� �,r�, O (�J �J'�g• :5.+,\' _ '� ! 1 2 0 �t�t I P, �. �� v DRAWN BY: - 177„J 0- JOB NO.: SNR12-0011-00 / REFERENCE ONLY ` cn0 NOT APPROVED WITH THIS PERMITS o ¢ SHEET CNN N D• `°C V' CD z Renews: June 30 a c� E3m2 U) CAU IION : 11- 1HIS SHEEI IS NO I .50" x42" I IS A REDUCED NKN Y 0 O z W Q PANEL " L " (EXISTING) o O MOUNTING SURFACE DOUBLE LUG NO VOLTS 277/480 MAIN MLO z NEMA 3R NO 200%NEUTRAL NO PHASE 3 BUS 225AMP EXISTING MAIN SWITCHBOARD "MDP" w .� FEED THRU NO I/G BUS NO WIRE 4 A.I.C. 30,000 AIC 277/48ov-30-4W. BRACED FOR 42,000A RMS SYMM. L 0 N L ', C3K R M B C C B IM R K € C L N o O T 0 1 E I K I I K [ 1 E 1 0 T O U w T LOCATION G N` T C S R R R R 1S C T.1 N G LOCATION i V , P Cj C G 5C P V E O o S ° A B C s e A B C S ~ `� H SITE LIGHTING 22 5 ; 12011 1 2 20/1 23 4278 LIGHTING C.T. o 60 H ! SITE LIGHTING 2260 �._.� 5 f 2011 3 4 2011 23 4278 r ,.. LIGHTING i f 5 6 20/1 20 3720 LIGHTING m NEW WTR. HTR 2000 1 20/3 7 8 2011 I 18 3348 ,. : LIGHTING ' U � 2000 9 10 20/1 18 3347 ' .. LIGHTING - ,- fi 2000 - 11 12 2011 22 . 4092 LIGHTING I ( Q 13 14 20/1 9 1116 ` '` LIGHTING U J SPACE N s 15 16 20/1 20 1860 LIGHTING Q SPACE : 17 18 20/1 , s ,,,F ,„ SPACE ' ( UGPS I 1 2 3 2 w SPACE 19 20 20/1 ` .,„'„ SPACE 0 SPACE z : 21 22 20/1 ' SPACE T _ U SPACE ;m 23 _24 2011 =12 m d SPA CEµ-�� SPACE y200A 400A 300A 30A 25 26 20/1 SPACE i o z 3P ) 3P 3P 3P = m 00 �- u� orn SPACE %y,�. �s 27 28 2011 1 � � SPACE . SPACE p. 1 " 29 30 20/1 F SPACE SPACE 31 32 20/1 ,a y SPACE SPACE 33 34 2011 s � �6... SPACE SPACE 35 36 2011 SPACE SPACE37 38 20/1 ,' SPACE u N cq �s . . o yy : SPACE 39 40 20/1 SPACE I 1 o m aj °' rn SPACE 41 42T26111 SPACE _ - ui m bn � '0-o N A= 13002 B 13745 C= 11712 - c� c� c� c� a ° W/LCL A= 15753 WILCL B= 16681 W/LCL C= 14140 Q W m, -- o N F- = u +. cc o rn N TOTAL VA= 38459 W/LCL= 46574 W/LCL AMPS= 56 TOTAL LCL= 32459 X.25= 8115 x N x "' la, ' °A N �'" HIGH PHASE VA= 13745 W/LCL= 16681 HIGH PH WILCL AMPS= 60 HIGH PHASE LCL. 11745 X.25= 2936 w w w w } U TO EXISTING UTILITY TRANSFORMER a. w U cn PANEL " B "(EXISTING) o 0 MOUNTING SURFACE DOUBLE LUG NO VOLTS 120 208 _ MAIN NCO (E)TRANSFORMER "T1" < z 225 KVA 480V-30 Tvss ❑- W NEMA3R NO 200% NEUTRAL NO PHASE 3 BUS 225AMP (E) (E) 208/120V, 30, 4W. (E) �i = W O EXISTING 1#3/0 E,.G. tz O LLJ FEED THRU NO UG BUS NO WIRE 4 A.I.C. SERIES PANEL PANEL U) O ao - L PP m C`� C� CD tNo F N L C K R M B I C C B M R K C L f N - �_ LLI d cq cq Y ~ LU z �dNN 4 Q T O 1 E I K I I I K I E 1 O T I O z cn Lo N O z T LOCATION G N T C S R A R R R S C T N G LOCATION T z p G V N p, AE V P C C C C P V E I A g C S z 0w I-C) LLJ � O ZOO J CASH OFFI ERECEPrS. 650 "" 1 /1 1 2 2011 1 500 �g l,r d j DOOR BELLS xo' O Ota = O � J CASHOFFICEREGEPTs. „�y �..,: 650 1 a/1 I 3 4 20/1 1 �.q ° 300 .;; SHOP/STRIP LTS F J CASH OFFICE RECEPTS. y ,, 650 11 10111 5 6 20/1 1 Y" 129 COLOR CENTER w J RECEPTACLES 1080 a 6 16 011 7 8 2011 1 300 SHOPISTRIP LTS J J RECEPTACLES =' 900 5 5 011 9 10 20/1 1 ;j 1000 FLUSH MOUNT n"6 J J REFRIG. q.,.... 900 1 Oil 11 12 2011 1 100 FLUSH MOUNT `: cn J SERVER ROOM 800 ;_; ,xa 1 0/1 13 14 20/1 2 1200 ..A,.:; . LANDSCAPE 0 J SERVER ROOM 800 1 0!1 15 16 20/1 2 1200 ' _ LANDSCAPE z 2011 17 18 ,20/1 1 180 REC - - - - - - - - - - Q 600A DISTRIBUTION PANEL "DP" z RC3T©RY TOOLS 1 a ° " 3P 600A, 120/208V, 30,4W. o 00 1 2011 19 20 20/1 1 180 %' REC 22KAIC REG � 180 � �'°` 1 2011 21 22 2011 1 ° 180 �' . REC z:z REC y 180 1 20/11 23 24 20/11 1u .w r. 180 RECI TASK LTG 1160 1 2011 25 26 20/11 1 180 Vim• y';E REC LAMP GLASS 500 1 20/1 ! 27 28 20/1 1 500 CABINET HARDWARE o 200A 200A 150A 150A 150A 150A 100A BATH VENTS 2732 1 30/11 29 30 20/1 1A 180 RECD ! 3P 3P 3P 3P 3P 3P 3P • BATH VENTS 2732 _` 1 20/1 31 32 20-/1 1 560 ,. _a KEY MACHINE SINGLE LINE DIAGRAM V TORCHIERE 980 1 20/11 33 34 20/1 11 ;p 180 REC REC .', 180 1 2011 135 36 2011 1 y. yy;; 180 REC REC 150 1 20/1 f 37 38 20/1 1 180 ay, REC w PROMO POWER 360 2 20/1 39 _.' 40 2011 1 360 z z z z z z z . _ PROMO POWER o 0 0 0 0 0 o z PROMO POWER % 180 1 120/11 41 42 20/1 N N N N N � W z A= 10672 B= 8090 C= 6771 7 » w w w w w w w w W/LCL A= 10672 W/LGL B= 8090 W/LCL C= 6771 LOAD SUMMARY MDP o ° TOTAL VA= 25533 W/LCL= 25533 W/LCLAMPS= 71 TOTAL LCL= 0 X.25= 0 w HIGH PHASE VA= 10672 W/LCL= 10672 HIGH PH W/LCL AMPS= 89 HIGH PHASE LCL; 0 X.25= 0Lij EXISTING LOAD: 532 KVA � REMOVED LOAD: 224 KVA (E) (E) (E) (E) (E) (E) (E) NEW LOAD: 115.5 KVA PANEL PANEL PANEL PANEL PANEL PANEL PANEL O PANEL " C " (EXISTING) A B C D F RS TL N MOUNTING SURFACE DOUBLE LUG NO VOLTS 120/208 MAIN MLO NEW TOTAL LOAD: 423.5 KVA o 0 NEMA 3R NO 200% NEUTRAL NO PHASE 3 BUS 225AMP ® 277/480V. 30 = 509.6 AMPS o z U �/ FEED THRU NO I/G BUS NO WIRE 4 ALC. SERIES z w ' Q En x N L C K R M B C C B IM R K C L N w O T O 1 E I K I I K 11 E 1 O T 10 r T LOCATION G I N T C S R R R R S C T N G LOCATION ° T (E) � r- E I V P G C C C P V E PANEL m m co S A B C A B C S L-T 0 O BBQ CORD REEL 360 MINNOW* 1 11 20/1 1 2 2011 1 500 CHECK STAND w O BBQ CORD REEL a 360 "M ,;,; 1 20/1 3 4 20/1 1 500 ' CHECK STAND SEASONAL CORD REEL "'� 360 1 2011 5 6 20/1 1 ��„r �` 1000 REFRIGERATOR SEASONAL CORD REEL 360 ,fi 1 20/1 7 8 20/1 1 500 CHECK STAND SEASONAL CORD REEL - 360 E 1 20/1 9 10 20/1 1 a.,,y`, 800 CHECK STAND SEASONAL CORD REEL , 360 1 20/1 11 12 2011 11 1000 REFRIGERATOR I PROMO POWER 180 ;v a 1 1 20/1 13 14 20/1 1 500 CHECK STAND PIPE GUTTER 1000 1 20/1 15 16 20/1 1 y 500 CHECK STAND € w CORD REEL ,�,�� „ 360 1 20/1 17 18 20/1 1 500 CHECK STAND ` SHAPENING BENCH 10-00 ,' 2 20/1 19 - 20 20/1 1 5000 CHECK STAND O KEY MACHINE p x. GENERAL NOTES SHEET NOTES �y, 1000 ,..- ' 2 20/1 21 22 20/1 I 1 ... 500 CHECK STAND r1wQ 5 GALLON PAIN"SHAKER I � "; 3000 1 40/1 23 24 20/1 1 1 �,m,x, ti q5`x � 800 CHECK STAND 1 m 1 GALLON PAIN'SHAKER 2000 N Will', 1 30/1 25 26 20/1 1 1000 ,., REFRIGERATOR 1 1. ALL OVERCURRENT DEVICES IN AN INDIVIDUAL PIECE OF EQUIPMENT SHALL � Q NOT USED HERO MACHINE 2000 1 30/1 27 28 20/1 1 1 � -„,;. 800 CHECK STAND HAVE AN AIC RATING EQUAL TO THE OVERALL RATING OF THE EQUIPMENT - . ��``.� - w COLOR MATCH ,s. 2000 1 30/1 29 30 20/1 1 800 CHECK STAND SERIES RATING OF DEVICES WITHIN A PIECE OF EQUIPMENT IS NOT ALLOWED. X PAINTCOUNTER 360 " 1 20/1 31 32 20/1 1 1000 % CUSTOMER SERVICE '1' N z 5 GALLON PAI(Yr SHAKER 3000 l 1 40/1 33 34 20/1 ; 1 � � 1000 � _�•=�=� SMS TERMINAL � o ��' > >� 2. SERIES CONNECTED DEVICES SHALL HAVE BEEN INVESTIGATED BY UL IN 1 GALLON PAINT SHAKER ,. 2000 1 30/1 35 36 2011 1 ., ;=e 360 REC COMBINATION WITH THE END USE EQUIPMENT, AND THE EQUIPMENT IN WHICH HERO MACHINE 2000 p € 1 30/1 37 38 2011 1 1000 ;xj SMS TERMINAL THESE DEVICES ARE USED SHALL BE MARKED WITH THE SERIES CONNECTED w Y w COLOR MATCH 2000 gg° .a 1 30/1 39 40 20/1 ; 1 360 REG RATING. ALL EQUIPMENT SHALL BE MARKED IN ACCORDANCE WITH NEC = Q U PAINTCOUNTER s 360 1 2011 41 42 20/1 ; 1 ",_. . r } W 360 HANDICAP CART REQUIREMENTS. o A= 11260 B= 14180 C- 13260 3. ALL TERMINATIONS AND ENCLOSURES SHALL BE RATED FOR USE WITH 75 z ~ W/LCL A= 11260 W/LCL B= 14180 WILCL C= 13260 DEGREE CELSIUS CONDUCTORS. Q TOTAL VA= 38700 W/LCL= 38700 WILCL AMPS= 107 TOTAL LCL= 0 X.25= 0 z HIGH PHASE VA 14180 W/LCL= 14180 HIGH PH W/LCL AMPS= 118 HIGH PHASE LCL: 0 X.25= a PANELSCHEDULENOTES 4. ALL SERVICE ENTRANCE EQUIPMENT, SWITCHBOARDS, DISTRIBUTION BOARDS, o AND PANELBOARDS RATED AT 400 AMPS OR GREATER, SHALL BE PROVIDED � � WITH A MAIN OVERCURRENT DEVICE AND BUSSING RATED AT 100% CONTINUOUS m o OPERATION. 5. ALL BRANCH OR FEEDER CIRCUIT OVER-CURRENT DEVICES RATED AT 400 AMPS - N PANEL " o " GENERAL NOTES: SPECIFIC NOTES: OR HIGHER SHALL BE RATED FOR 100% CONTINUOUS OPERATION. z (r� Q N MOUNTING SURFACE DOUBLE LUG NO VOLTS 120/208 MAIN MLO Q Q 6. CONTRACTOR SHALL SUBMIT SWITCHBOARD SHOP DRAWINGS TO THE SERVING = NEMA 3R NO 200% NEUTRAL NO PHASE 3 BUS 225AMP UTILITY FOR APPROVAL PRIOR TO FABRICATION. CONTRACTOR SHALL SECURE V' 0 1. WHERE PANEL IS INDICATED TO INCLUDE FEED THRU LUGS, PROVIDE FEED A. PROVIDE LOCK-ON DEVICE. FEED THRU D UG BUS NO WIRE 4 A.I.C. SERIES THROUGH LUGS AT THE TOP/BOTTOM OF THE PANELBOARD FOR FEEDERS TO B. PROVIDE LOCK-OFF DEVICE CONFIRMATION THAT THE PROPOSED SWITCHBOARD COMPLIES WITH THE POWER ANOTHER PANEL z C. PROVIDE SHUNT TRIP DEVICE COMPANY REGULATIONS. Q z a N L C K R M B C C B M R K C L N 2. WHERE PANEL IS INDICATED TO INCLUDE DOUBLE LUGS, PROVIDE A DOUBLE D. PROVIDE GFCI TYPE DEVICE. 7. BUSSING: m 0 T O 1 E I K I i K' I E 1 0 T O LUG KIT AT THE TOP BOTTOM OF THE PANELBOARD FOR FEEDERS TO E. PROVIDE A RED CIRCUIT BREAKER. 0 J m / F. PROVIDE A NEW BREAKER TO MATCH THE EXISTING IN PANEL. A. ALL BUSSING SHALL BE COPPER OR ALUMINUM IN CONSTRUCTION. MAIN T LOCATION G N T G S R R R R s G T N G LOCATION T ANOTHER PANEL. SERIES RATING NOTE E V P G C C C P V E 3. WHERE PANEL IS INDICATED TO INCLUDE 200% NEUTRAL, PROVIDE G. PROVIDE "HACR" TYPE CIRCUIT BREAKER FOR HVAC EQUIPMENT. HORIZONTAL AND VERTICAL BUSSING SHALL BE FULL CAPACITY IN ALL LLQ m cn PANELBOARDS UL LISTED AS HAVING NEUTRAL BUSSES RATED TO CARRY 200 H. PROVIDE PHOTOCELL AND TIME CLOCK WITH RELAYS FOR EXTERIOR SWITCHBOARD SECTIONS. ui (nJ 0 Of w S A B C A B C S B. HORIZONTAL AND VERTICAL BUSSING SHALL BE FULL LENGTH. ALL BUSSING (D U) c PERCENT OF THE CURRENT CARRYING CAPACITY OF THE PHASE BUSSING. LIGHTING CONTROL. SHALL HAVE A MINIMUM WITHSTAND RATING EQUAL TO THE AVAILABLE FAULT z � w w TRACK LIGHTING 1500 2011 1 2 20/1 1500 ,� TRACK LIGHTING J. PROVIDE BREAKER INTERLOCK WITH ADJACENT BREAKER. 1. IF SERIES RATING IS INDICATED, THEN THERE SHALL BE A U.L. LISTED 3,. :; 4. WHERE PANEL IS INDICATED TO INCLUDE AN I/G BUS, PROVIDE PANELBOARDS CURRENT INDICATED, BUT IN NO CASE SHALL THE RATING BE LESS THAN w - a _j m SERIES RATING BETWEEN THE LINESIDE CIRCUIT BREAKERS AT THE SERVICE g Q m F- cn cn o, TRACK LIGHTING 1500 "" 2011 3 4 20/1 „ TRACK LIGHTING WITH AN ISOLATED GROUND BUS, DRILLED AND TAPPED FOR NUMBER OF K. PROVIDE A 100% RATED BREAKER. o W m z oc z 65,000 AMPS, SYMMETRICAL. ENTRANCE EQUIPMENT DISTRIBUTION SECTION AND DOWNSTREAM CIRCUIT TRACK LIGHTING 1500 2011 5 6 2011 KW TRACK LIGHTING ISOLATED GROUND CONDUCTORS SHOWN AS WELL AS FOR ALL SPARES AND �- w oQ o Qo_ o TRACK LIGHTING 1500 2011 7 8 20/1 y TRACK LIGHTING BREAKERS AT PANELS BASED ON THE CALCULATED AVAILABLE FAULT 0 N N �,.�� ,: SPACES SHOWN ON THE PANELBOARD. 8. GROUND FAULT RELAY SETTINGS: o ~ ~ m � o > o > CURRENT SUBMITTED BY THE UTILITY POWER COMPANY (INCLUDING MOTOR � w w TRACK LIGHTING" 1500 2011 9 10 2011 TRACK LIGHTING 5. WHERE PANEL CIRCUIT BREAKER RATING IS SHOWN AS SERIES RATED, PROVIDE a. TO MINIMIZE NUISANCE TRIPPING OF THE MAIN AND FEEDER BREAKER, THE m m v� 0 o o Of i TRACK LIGHTING" 1500 2011 11 12 2011 ' TRACK LIGHTING CIRCUIT BREAKERS IN PANELBOARD WHICH ARE SERIES RATED WITH THE CONTRACTOR SHALL ADJUST THE GROUND FAULT RELAY SETTINGS FOR ALL CONTRIBUTION) AT THE LINESIDE OF THE CIRCUIT BREAKERS. o N z :27- z z s Z z Z in z TRACK LIGHTING 1500 2011 13 14 2011 TRACK LIGHTING UPSTREAM SYSTEM FOR THE AVAILABLE FAULT CURRENT. THE PANELBOARD THE GFP DEVICES TO BE HIGHER THAN ALL DOWNSTREAM GFP AND NON-GFP U r w Q J w w w Y ` "" "" SHALL BE MARKED WITH THE SERIES CONNECTED RATINGS, AS WELL AS ALL DEVICES. THE GROUND FAULT CURRENT PICK-UP AND TIME DELAY SETTINGS 2. EQUIPMENT WITH SERIES RATING APPLIED WILL BE FIELD MARKED CAUTION o _3 w _j _5 -i 1 TRACK LIGHTING 1500 ,y 20/1 15 16 20/1 TRACK LIGHTING SERIES RATED SYSTEM <INDICATED ON SINGLE LINE>AIC AVAILABLE. :;_7 0 0 0 a m U m U NURSERY AUTOOC)ORS3 r;.m TRACK LIGHTING MARKING AS REQUIRED BY THE NEC, 240-83(C). SHALL BE ADJUSTED, PER THE MANUFACTURERS RECOMMENDATIONS, 1500 3 2011 17 18 20/1 mow„ 6. WHERE PANEL IS INDICATED AS RECESSED OR FLUSH MOUNTED, PROVIDE RESULTING FROM A CONTRACTOR/MANUFACTURER PREPARED COORDINATION IDENTIFIED REPLACEMENT COMPONENT REQUIRED. . N N N N N N N N a D,J NURSERY FOUNTAINS 720 4 2011 19 20120/1 TRACK LIGHTING Q' SPARE CONDUITS STUBBED UP INTO THE ACCESSIBLE CEILING SPACE. STUDY - WHICH SHALL BE DOCUMENTED IN THE SHOP DRAWING SUBMITTAL. w w 7 17 17 1 DA ,J NURSERY FOUNTAINS 720 4 2011 21 22 2011 � : , TRACK LIGHTING 0- '� co b. DURING THE CONSTRUCTION PHASE OF THE PROJECT, ALL GROUND FAULT O Q N O N N PROVIDE ONE (1) 3/4 CONDUIT ONLY FOR EACH THREE (3) SPARES OR o 4 � 6 C6 � cd � o D,J NURSERY FOUNTAINS _ r 720 4 20/1 23 24 20-/1 TRACK LIGHTING SPACES, MINIMUM OF TWO (2). EACH CONDUIT SHALL BE TAGGED, CAPPED RELAYS SHALL BE SET AT THE SHORTEST AVAILABLE TIME DELAY. 0 O o 0 0 0 0 n 2011 25 26 2011 TRACK LIGHTING c. AFTER ALL SETTINGS HAVE BEEN ADJUSTED, THE CONTRACTOR SHALL HAVE CL AND MARKED FOR FUTURE USE. V) J MICROWAVE 1100 y 1 0/1 27 ` 28 20/1 TRACK LIGHTING 7. COORDINATE WITH APPLICABLE TRADE TO INSURE RECESSED MOUNTED THE GROUND FAULT SYSTEM TESTED BY AN INDEPENDENT TESTING AGENCY -o J GARB. DISPOSAL 'y� ill1500 1 011 29 3fl 20/1 TRACK LIGHTING PANELBOARDS WILL SEAT FLUSH IN THE WALLS PROVIDED. PER NEC 230-95 (c). THIS TEST SHALL BE PERFORMED IN THE PRESENCE OF w s J COFFEE 1200 _° " 1 011 31 32 2011 TRACK LIGHTING 8. ALL CIRCUIT BREAKERS USED AS SWITCHES SHALL BE UL LISTED AND LABELED THE LOCAL AUTHORITY HAVING JURISDICTION AND THE TEST RESULTS SHALL ;,",� .q Q µ BE DELIVERED TO THE ENGINEER OF RECORD. o J COPIER �F 1200 „- 1 011 33 34 2411 TRACK LIGHTING "SWD" FOR SWITCHING DUTY. cn N J LASER PRINTER 1000 1 011 35 36 20/1 ; TRACK LIGHTING 9. ALL CIRCUIT BREAKERS USED TO SERVE MECHANICAL OR HEATING EQUIPMENT z0 PA/PM: A. CATALDO •� DRY TYPE TRANSFORMERS: ��p Pr�� `n EF-2 750 � ; � �� 1 011 37 38 2011 ,, TRACK LIGHTING SHALL BE UL LISTED AND LABELED HACR FOR USE WITH THESE LOADS, ,`�� o A. DRY TYPE TRANSFORMERS OVER 112-1 2KVA SHALL HAVE A MINIMUM I r! u Q DRAWN BY: - 20/1 39 40 2011 r TRACK LIGHTING WHERE REQUIRED. / �� Z�G F c4'j 0 " CLASS 155 INSULATION RATING SYSTEM. 9 N SPARE 10. ALL CIRCUIT BREAKERS SHALL BE BOLT-ON TYPE. tL, 2011 41 42 20/1 ,,, ,,,, TRACK LIGHTING 9• B. ALL DRY TYPE TRANSFORMERS SHALL BE COMPLETELY ENCLOSED EXCEPT r 1773^ w JOB NO.: SNR12-0011-00 11. PROVIDE SHOP DRAWING SUBMITTAL PER THE ELECTRICAL SPECIFICATION REFERENCE ONLY A 9870 B= 7520 C= 7720 FOR VENTILLATED OPENINGS. $ SUBMITTAL REQUIREMENTS FOR EACH PANEL DEPICTING CONFORMANCE WITH NOT APPROVED WITH THIS PE T W/LCL A= 9870 WILCL B= 7520 WILCL C= 7720 THE ABOVE NOTES AND SCHEDULES. r F ON o N TOTAL VA= 25110 WJLCL= 25110 W/LCL AMPS= 70 TOTAL LCL= 0x.25= 0 12. MULTI-WIRE BRANCH CIRCUITS SHALL BE PROVIDED WITH A MEANS THAT WILL ?,'9y. 9�0 �, ¢ SHEET HIGH PHASE VA= 9870 WILCL= 9870 HIGH PH WILCL AMPS= 82 HIGH PHASE LCL 0 X.25= 0 SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT �p '&' P� cn WHERE THE BRANCH CIRCUITS ORIGINATE PER CEC 210.4(B). PROVIDE CIRCUIT N D �� z Renews: June 30 l 3 0 $ BREAKER I Q Re ■ E41C) Ld LU i� Q z SHOP DRAWINGS ARE REQUIRED FOR THE FOLLOWING ITEMS. SUBMIT AT LEAST 1 . THIS BUILDING HAS BEEN DESIGNED TO SUSTAIN, WITHIN THE LIMITATIONS SPECIFIED 1. THIS SECTION APPLIES TO THE STRUCTURAL PORTIONS OF THE PROJECT REQUIRING C) CONCRETE CONSTRUCTION PER OSSC 1704.4 1. DETAILS AND DIMENSIONS OF CONSTRUCTION SHALL BE VERIFIED AT THE SITE BY THE STANDARD NOTES AND DETAILS w F_ 1 (1) SET OF PRINTS FOR ENGINEERS RECORDS (1) SET OF SEPIAS TO BE CHECKED IN THE 2010 OREGON STRUCTURAL SPECIALITY CODE, ALL DEAD LOADS AND OTHER SPECIAL INSPECTION. THE SPECIAL INSPECTOR'S DUTIES ARE AS DESCRIBED IN (NOT APPLICABLE TO ISOLATED SPREAD FOOTINGS YES N/A CONTRACTOR AND ANY DISCREPANCY BETWEEN THE PLANS AND THE INTENT OF THE RECEIVED OU U BY ENGINEER & THEN REPRODUCED BY THE CONTRACTOR AND CALCULATIONS APPLICABLE LOADS SPECIFIED IN CHAPTER 16 OR ELSEWHERE IN THE OSSC. OR NON-STRUCTURAL SLABS ON GROUND S1.1 •••••• ••• STANDARD NOTES AND DETAILS CLI � �"' IF APPLICABLE FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. OSSC 1704 ) • •••,•••••••••••• ••••••• •••• •■ ❑ PROJECT SHALL BE PROMPTLY REPORTED TO THE ENGINEER BEFORE CONSTRUCTION OR z ( ) DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: FABRICATION BEGINS. DO NOT SCALE DRAWINGS. S1.2••• ••• ••• STANDARD NOTES AND DETAILS I z #A ch a) CONCRETE REINFORCING BARS 2. ALL ALLOWABLE STRESSES AND SOIL-BEARING VALUES SPECIFIED IN THE OSSC FOR a) THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL REFERENCED 2.ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS �� 2 7 ZO1Z > W Q WORKING STRESS DESIGN HAVE BEEN INCREASED ONE THIRD WHEN CONSIDERING VERIFICATION AND INSPECTION CONTINUOUS PERIODIC ° 51.3 STANDARD NOTES AND DETAILS z F--I � DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL STANDARD DRAWING ARE OWNED BY AND THE PROPERTY OF BRAD YOUNG & ASSOCIATES, INC. BYA , cu 0 Cr b) CONCRETE MIX DESIGN WIND OR EARTHQUAKE FORCES EITHER ACTING ALONE OR WHEN COMBINED WITH AND THE ENGINEER OF RECORD FOR INSPECTION OF THE PARTICULAR TYPE ( ) S1.4•••• •• ••• STANDARD NOTES AND DETAILS CI'I'POFTIGARD Q � c) STRUCTURAL STEEL VERTICAL LOADS. NO INCREASE HAS BEEN TAKEN FOR VERTICAL LOADS ACTING OF CONSTRUCTION OR OPERATIONS REQUIRING SPECIAL INSPECTIONS. 1. INSPECTION of REINFORCING AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH BUILDINGDIVISION o O o THE SPECIFIED PROJECT ONLY. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS S.1-.5• -,•,S.T,�jNDARD, NOTES,-AND DETA!<LS - ° d GROUT MIX DESIGN ALONE. b) THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR STEEL, INCLUDING X ACI 318: 3.5, 7.1-7.7 z As ■ ❑ SHALL BE USED BY OR DISCLOSED TO ANY PERSON FIRM OR CORPORATION FOR ANY o CONFORMANCE WITH THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. PRESTRESSING TENDONS, i S1.6••••••••• STANDARD NOTES AND DETAILS w w o e) MASONRY REINFORCING BARS 3. EACH COMPONENT HAS BEEN DESIGNED TO RESIST THE MOST CRITICAL EFFECT AND PLACEMENT. PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BYA, FILING THESE 4 w c) COPIES OF TEST RESULTS AND FINAL REPORTS SHALL BE FURNISHED TO ' -- r ._.f Q N :2 zf) GLUED-LAMINATED TIMBER MEMBERS RESULTING FROM ALL APPLICABLE LOAD COMBINATIONS REQUIRED BY THE OSSC 2. INSPECTION OF REINFORCING DRAWINGS WITH ANY PUBLIC AGENCY IS NOT PUBLICATION OF SAME. REUSE, THIS ENGINEER IN ADDITION TO OTHER NORMAL DISTRIBUTIONS WITHIN FOUNDATION PLAN E ROOF & FLOOR TRUSSES - DEFERRED SUBMITTAL STEEL WELDING IN AWS D1.4 REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. W 9) ONE WEEK OF THE TEST OR INSPECTION. ❑ ■ S2.1 FOUNDATION PLAN iE 4. GRAVITY LOADS: THESE ARE THE GENERAL DESIGN LOADS. THEY MAY BE ACCORDANCE WITH TABLE ACI 318: 3.5.2 TITLE TO THESE PLANS REMAINS WITH THE BRAD YOUNG & ASSOCIATES, INC. AND VISUAL ,< E h) STEEL STAIR DRAWINGS THAT ARE BY OTHERS ( d) ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF 1704.3, ITEM 5b o o Q i HELICAL PIERS - DEFERRED SUBMITTAL DIFFERENT IN LOCALIZED AREAS.) THE CONTRACTOR FOR CORRECTION. THEN IF UNCORRECTED TO THE CONTACT WITH THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF ROOF FRAMING o U 3. INSPECTION BOLTS TO BE THESE RESTRICTIONS. y " a) DEAD LOADS: ENGINEER OF RECORD AND TO THE BUILDING OFFICIAL. w :� Lu = 1) TILT-UP PANEL LIFT / ERECTION REINFORCING STEEL DRAWINGS & CALCULATIONS INSTALLED IN CONCRETE S3.1 ROOF FRAMING PLAN �p (N) ROOF DEAD LOAD = 16 PSF e) THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING PRIOR TO AND DURING 3.ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF LOCAL, COUNTY, STATE, OR WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS TO THE BEST X ❑ ■ FEDERAL AGENCIES HAVING JURISDICTION. BRAD YOUNG & ASSOCIATES INC. ASSUMES NO SECTIONS �T� �~ k) CURTAIN WALL CALCULATIONS & PLANS PLACEMENT OF CONCRETE � o C z ROOF POPOP / WHERE ALLOWABLE LOADS RESPONSIBILITY FOR SUPERVISION OF CONSTRUCTION OR PROPER EXECUTION OF THE '- I� tm Q 2. ALLOW TEN 10 WORKING DAYS FOR SHOP DRAWINGS REVIEW COMMENCING THE = N A OF THE INSPECTORS KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED HAVE BEEN INCREASED. I�� ( ) MANSARD DEAD LOAD: / WORK SHOWN ON THESE DRAWINGS. SAFETY METHODS AND TECHNIQUES ARE THE SOLE S4.1 •• •••' ••' SECTIONS � .N o NEXT WORKING DAY AFTER RECEIPT. PLEASE PLAN YOUR SCHEDULE ACCORDINGLY. PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS O y z FLOOR DEAD LOAD = N/A OF THE OSSC 4. VERIFY USE OF REQUIRED ACI 318: RESPONSIBILITY OF THE CONTRACTOR. ANY DEVIATIONS OR UNAUTHORIZED CHANGES TO � p METAL STUD WALL D.L. N/A X ■ ❑ THESE DRAWINGS ARE NOT THE RESPONSIBILITY OF BRAD YOUNG & ASSOCIATES, INC. FRAMING DETAILS 94 0 3. NO PART OF THE CONTRACT DOCUMENTS ARE TO BE REPRODUCED AS PART OF = / 2. ALL TEST AND INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT TESTING AND DESIGN MIX. CH. 4,5.2-5.4 p1 o THE SHOP DRAWINGS. SHOP DRAWINGS CONTAINING DETAILS, SECTIONS OR PLANS WOOD STUD WALL = N/A INSPECTION AGENCY EMPLOYED BY THE OWNER OR ARCHITECT AND NOT THE DEVIATIONS FROM THE ORIGINAL DRAWINGS MUST BE APPROVED IN WRITING PRIOR TO S5.1 FRAMING DETAILS : r_ PHOTO COPIED FROM THE CONTRACT DOCUMENTS WILL BE REJECTED. CONTRACTOR PER CBC SECTION 109, APPENDIX GAP CHAPTER, JOB SITE VISITS BY 5. AT THE TIME FRESH CONSTRUCTION. IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE ENGINEER O T5 S5.2' FRAMING DETAILS O M - b) LIVE LOADS: THE ENGINEER OF RECORD DOES NOT CONSTITUTE A SPECIAL INSPECTION. CONCRETE IS SAMPLED TO OF THE PROGRESS OF THE PROJECT TO FACILITATE OUR ON-SITE VISITS TO ANSWER Q � o FABRICATE SPECIMENS FOR ASTM C 172 4. BEFORE SUBMITTING A SHOP DRAWING OR ANY RELATED MATERIAL TO THIS ENGINEER. ROOF LIVE LOAD = 20 PSF REDUCIBLE QUESTIONS AND VIEW THE PROGRESS AND QUALITY OF WORK IF REQUIRED. S5.3..;•• -, •• ,FRAMING- .RETAILS_, � J m THE CONTRACTOR SHALL; ( 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE TEST AND INSPECTION STRENGTH TESTS, PERFORM ASTM C 31 REVIEW EACH SUCH SUBMISSION FOR CONFORMANCE WITH X ❑ ■ - ,, w o Q ROOF POPOP / FIRM WITH A SCHEDULE TO FACILITATE THE PROPER COORDINATION OF WORK. SLUMP AND AIR CONTENT ACI 318: 5.6,5.8 4.THE CONTRACTOR SHALL NOTIFY OUR OFFICE 48 HOURS PRIOR TO THE FOLLOWING S5.4•••''• •'• FRAMING DETAILS � THE MEANS, METHODS, TECHNIQUES, SEQUENCES. AND OPERATIONS OF CONSTRUCTION, TESTS, AND DETERMINE THE >_ MANSARD LIVE LOAD: = N/A 4. PORTIONS OF WORK REQUIRING SPECIAL INSPECTION: TEMPERATURE of THE PHASES OF CONSTRUCTION * ONLY IF THESE PLANS OR ANY OTHER AUTHORITY 1 S5.5 FRAMING DETAILS z M AND SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO, ALL OF WHICH ARE CONCRETE. SPECIFICALLY REQUIRES THE ENGINEER OF RECORD TO MAKE A JOB INSPECTION. 0 THE SOLE RESPONSIBILITY OF THE CONTRACTOR; AND APPROVE EACH SUCH FLOOR OFFICE = N/A A) SOIL AND FOUNDATION: \..-..- . ' L_ �LL SUBMISSION BEFORE SUBMITTING IT. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY PARTITION LOAD = N/A a) SOIL CONDITIONS, FILL PLACEMENT AND LOAD-BEARING YES N/A 6. INSPECTION OF CONCRETE a) FOUNDATION POURS * TRUSS DETAILS CHANGES OR DELAYS CAUSED BY PREMATURELY SUBMITTING SHOP DRAWINGS. THIS REQUIREMENTS PER OSSC 1704.7 . ................... ....... ....... .■ ❑ AND SHOTCRETE PLACEMENT b AFTER THE ERECTION OF THE SUPERSTRUCTURE AND PRIOR u FLOOR EXT. = N A X ACI 318: 5.9,5.10 ) S7 1, -' TRUSS -DETAIL$ ENGINEERS SHOP DRAWINGS REVIEW AND STAMP DOES NOT ALLEVIATE THE CONTRACTORS / FOR PROPER APPLICATION ❑ ■ �: � Li TECHNIQUES. TO CLOSING-IN OF ANY PHASE. * •• O M M RESPONSIBILITY TO REVIEW THE SAME SHOP DRAWINGS. THIS ENGINEER SHALL FLOOR LIGHT STORAGE = N/A CONTINUOUS PERIODICALLY S7.2 TRUSS DETAILS z M 00 _j 0ASSUME THAT NO SHOP DRAWING OR RELATED SUBMITTAL COMPRISES AN INTENTIONAL FLOOR HEAVY STORAGE = N/A VERIFICATION AND INSPECTION TASK DURING TASK DURING 7. INSPECTION FOR 5.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF \ .- A w "' Q LISTED TASK LISTED _ ". ./ .__. -. ' = a' I-- VARIATION UNLESS CONTRACTOR ADVISES THIS ENGINEER OTHERWISE IN WRITING MAINTENANCE OF SPECIFIED ALL DIMENSIONS, GRADES, AND OTHER CONDITIONS, AND SHALL CORRELATE AT 0 °� m � FLOOR RESIDENTIAL BASIC Acl 318: 5.11,5.13 tn M WHICH IS THEN ACKNOWLEDGED BY THIS ENGINEER IN WRITING. 1. VERIFY MATERIAL BELOW FOOTING ARE CURING TEMPERATURE AND X ❑ ■ THE JOB SITE ALL SUCH ITEMS. GENERAL CONTRACTOR SHALL REPORT ANY 1 STRUCTURAL DRAWINGS INDEX CP DECKS, & STORAGE = N/A ADEQUATE TO ACHIEVE THE DESIGN BEARING X ■ ❑ TECHNIQUES. DISCREPANCIES TO THE ENGINEER FOR CLARIFICATION AND CORRECTION PRIOR TO ~ 0 0 a 8 SHOP DRAWINGS FLOOR RESIDENTIAL CAPACITY BEGINNING ANY WORK. z o B. INSPECTION OF PRESTRESSED -� EXTERIOR BALCONIES = N/A 2. VERIFY EXCAVATIONS ARE EXTENDED TO CONCRETE: 6. ALL STRUCTURAL MEMBERS SHOWN ON THE PLANS ARE DESIGNED AS IN THEIR FINAL 0 v o � N -- PROPER DEPTH AND HAVE REACHED PROPER X ■ ❑ a APPLICATION OF O a� � ° MATERIAL ) X LOCATION. BRAD YOUNG & ASSOCIATES INC. HAS NOT PERFORMED CONSTRUCTION A.B. ANCHOR BOLT EOR ENGINEER OF RECORD OPNG. OPENING a` ~ I\' J C) SNOW LOADS: PRESTRESSED FORCES. .5 p ACI 318: 18.20 ENGINEERING (SHORING CALCULATIONS) OR ENGINEERING NECESSARY TO PLACE ANY ADJ. ADJUSTABLE ENGR. ENGINEER OPP. OPPOSITE °� u aD � U 0 �+ i- b) GROUTING OF BONDED ❑ ■ 2 .� O � N d, z 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SITE SAFETY. THE FOLLOWING GROUND SNOW LOAD, P = 25 PSF 3. PERFORM CLASSIFICATION AND TESTING OF X ACI 318: 18.18.4 STRUCTURAL MEMBERS IN THEIR FINAL LOCATION ERECTION CALCULATIONS). ABV. ABOVE EQ. EQUAL O.D. OUTSIDE DIA. m .0 .� v u � N Pg CONTROLLED FILLED MATERIALS. X ❑ ■ PRESTRESSED TENDONS IN ( ) � P� � o � N [6 � REQUIREMENTS ARE NOT INTENDED TO BE A COMPLETE LIST, BUT ARE ADDITIONAL ROOF SNOW LOAD PS N A THE A.C.I. AMERICAN EQUIP. EQUIPMENT PL. PLATE J v � 4 o rn N hi SAFETY REQUIREMENTS FOR THE CONTRACTOR. OBSERVATION VISITS TO THE SITE BY - / SEISMIC-FORCE-RESISTING 7. DETAILS AND NOTES ON TYPICAL SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN CONCRETE ES EDGE SCREW OR PENNY(d) NAILS Q .5 to '� N rh I'.a; z THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE FOLLOWING ITEMS: FLAT ROOF SNOW LOAD, Ps = 20 PSF 4. VERIFY EXCAVATIONS ARE EXTENDED TO SYSTEM OTHERWISE. DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME INSTITUTE EACH SIDE PLYWD. PLYWOOD -_, Q PROPER DEPTH AND HAVE REACHED PROPER X ❑ ■ 01 cn MATERIAL 9. ERECTION OF PRECAST NATURE AS SHOWN FOR SIMILAR CONDITIONS. TYPICAL DETAILS ARE AT NO SCALE. A.I.S.C. AMERICAN P.S.F. POUNDS PER ` > 2. THE STRUCTURE SHOWN IN THESE DRAWINGS IS STRUCTURALLY SOUND ONLY IN ITS 5. WIND LOADS: X ACI 318: CH. 16 EXIST (E) EXISTING Q CONCRETE MEMBERS ❑ ■ INSTITUTE OF SQUARE F00 u COMPLETE FORM,. THE DESIGN ADEQUACY AND SAFETY OR ERECTION BRACING, SHORING a BASIC WIND SPEED 3-SECOND GUST , V = 95 m h 5. PRIOR TO PLACEMENT OF CONTROLLED FILLED, 8. DO NOT SCALE STRUCTURAL DRAWINGS. IF DIMENSIONS OR DETAIL ARE NOT CLEAR, OR EXP. EXPANSION z vi ) ( ) P STEEL CONSTR. FIN. FINISH P.S.I. POUNDS PER Q z Q TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND OBSERVE SUBGRADE AND VERIFY THAT SITE X ❑ ■ 1D.VERIFICATION ON IN-SITU DISCREPANCIES EXIST ON THE DRAWINGS OR SPECIFICATIONS, CONTACT THE ENGINEER. ° HAS NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. THE CONTRACTOR IS b) IMPORTANCE FACTOR, Iw = 1.0 HAs BEEN PREPARED PROPERLY. A.S.T.M. AMERICAN SOCIETY F.N. FIELD NAILING SQUARE INCH ,� CONCRETE STRENGTH PRIOR 9. SEE MECHANICAL, ELECTRICAL, AND/OR ARCHITECTURAL DRAWINGS FOR LOCATION AND m w RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE APPLICATION OF C) EXPOSURE B YES N A TO STRESSING OF TENDONS / FOR TESTING FM FACE MOUNT PRESS. PRESSURE z 0 - ALL WALLS AND ROOF & FLOOR SHEATHING. HE SHALL PROVIDE THE NECESSARY b) INSTALLATION AND TESTING OF PILE FOUNDATIONS / IN POSTTENSIONED CONCRETE X ACI 318: 6.2 ❑ ■ SIZE OF PIPES, CONDUITS, FLOOR DRAINS, VENTS, DUCTS, DRAIN LEADERS AND & MATERIALS FLR. FLOOR R. RADIUS o BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE AFORE- d) INTERNAL PRESSURE COEFFICIENT, GC PL. = f 0.18 PER OSSC 1704.08 . .. , .. •.......... .................. ... ........... .❑ ■ AND PRIOR TO REMOVAL OF OTHER SIMILAR OPENINGS NOT INDICATED ON THE STRUCTURAL DRAWINGS. APA AMERICAN PLYWOOD FTF FLOOR TO FLOOR REINF. REINFORCING Q MENTIONED MATERIALS. SHORES AND FORMS FROM ASSOCIATION FTG. FOOTING REQD. REQUIRED z o e) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, (X) = 1 .0 CONTINUOUS PERIODICALLY BEAMSLABS AND STRUCTURAL 10.SEE MECHANICAL, ELECTRICAL AND/OR ARCHITECTURAL DRAWINGS FOR EMBEDMENT OF FDN. FOUNDATION RM. ROOM Q 3. AN ERECTION PLAN IS REQUIRED FOR MOST CONSTRUCTION PHASES. CONTRACTOR VERIFICATION AND INSPECTION TASK DURING TASK DURING BOLTS, ANCHORS AND OTHER MISCELLANEOUS EMBEDDED ITEMS NOT SHOWN ON ARCH. ARCHITECTURAL) FRMG. FRAMING SCHED. SCHEDULE w SHALL DETERMINE ALL CONSTRUCTION PHASES WHICH REQUIRE ERECTION PLANS 6. SEISMIC LOAD: LISTED TASK LISTED 11.INSPECT FORMWORK FOR STRUCTURAL DRAWINGS. AWS AMERICAN WELDING � D ACCORDING TO ALL APPLICABLE SAFETY REGULATIONS. A CERTIFIED COPY OF SUCH a) IMPORTANT FACTOR I = 1.0 (OCCUPANCY CATEGORY V SHAPE, LOCATION AND SOCIETY GA. GAUGE SHT. SHEATHING �, U) 1. VERIFY PILE MATERIALS, SIZES AND LENGTHS ERECTION PLANS SHALL REMAIN ON THE CONSTRUCTION SITE AT ALL TIMES. DIMENSIONS OF THE 1 1.SEE PLUMBING & ARCHITECTURAL PLANS FOR REQUIRED SLAB WORK FOR FLOOR DRAINS GALV. GALVANIZED m w COMPLY WITH THE REQUIREMENTS. X ❑ ■ X ACI 318: 6.1.1 ❑ ■ BD. BOARD O b SPECTRAL RESPONSE ACCELERATIONS, Ss = 0.945 CONCRETE MEMBER BEING GF GOOD FOR SIM. SIMILAR o 4. TEMPORARY LOADING DURING CONSTRUCTION SHALL NOT OVERLOAD DESIGN VALUES. ) S = 0.340 12.THE DESIGN, FABRICATION AND CONSTRUCTION SHALL COMPLY WITH ALL ACCEPTED LOCAL BF. BRACED FRAME SLV SHORT LEG FORMED. G.L.B. GLUE LAM BEAM w z z CONTRACTOR IS RESPONSIBLE FOR NOTIFYING ALL TRADES OF SUCH DESIGN VALUES. I 2. DETERMINE CAPACITIES OF TEST PILES AND GOVERNING CODES OF THE PARTICULAR AREA UNDER CONSTRUCTION. BLK. BLOCK VERTICAL = C) THE USE OF AN TYPE MATERIAL HANDLING EQUIPMENT IS PROHIBITED FROM USE C SITE CLASS D CONDUCT ADDITIONAL LOAD TESTS, AS X ❑ ■ YES N/A BLKG. BLOCKING GRD. GRADE SMS SHEET METAL ~ 13.THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTORS H.D. HOLDOWN ON WOOD ROOFS AND ELEVATED FLOORS. REQUIRED D) MASONRY CONSTRUCTION PER OSSC 170.5 ■ ❑ BOT. BOTTOM SCREWS z J d) SPECTRAL RESPONSE COEFFICIENTS, SDS = 0.707 PERFORMANCE, IF REQUIRED, IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY HGR. HANGER o BLDG. BUILDING SPEC. SPECIFICATION 5. THE CONTRACTOR SHALL PROVIDE ATTACHED VISIBLE PLATES INDICATING THE DESIGN 3. OBSERVE DRIVING OPERATIONS AND MAINTAIN OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE. HDR. HEADER _� Z LOADS IN ALL SPACES AS REQUIRED BY APPLICABLE SAFETY REGULATIONS. THE SD1 = 0.390 COMPLETE AND ACCURATE RECORDS FOR EACH X ❑ ■ LEVEL 1 BM. BEAM STGR. STAGGER w Lj PILE. 14.ANY SUPPORT SERVICES PERFORMED BY THE ENGINEER FIELD REPRESENTATIVES DURING B.N. BOUNDARY NAILING HT. HEIGHT STD. STANDARD '1 � OCCUPANT OF THE BUILDING SHALL BE RESPONSIBLE FOR KEEPING THE ACTUAL e SESMIC DESIGN CATEGORY D FREQUENCY OF REFERENCE FOR � CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION C CHANNEL HORIZ. HORIZONTAL BTL. STEEL w W LOAD BELOW THE ALLOWABLE LIMITS. 4. VERIFY PLACEMENT LOCATIONS AND INSPECTION CRITERIA > o = f) SEISMIC-FORCE-RESISTING SYSTEM, R = N/A PLUMBNESS CONFIRM TYPE AND SIZE OF INSPECTION TASK CONTINUOUS PERIODICALLY ACI 530/ASCE ACI 530.1/ACBE SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED CLG. CEILING HSB. BOT STRENGTH STIFF. STIFFENER 0- - 6. CONTRACTOR SHALL DETERMINE IF A CALOSHA PERMIT IS REQUIRED, IF SO, IT SHALL n° N A HAMMER, RECORD NUMBER OF BLOWS PER DURING TASK DURING ° ° BY THE ENGINEER WHETHER PERFORMED PRIOR TO, DURING, OR AFTER COMPLETION OF CLR. CLEAR STRUCT. STRUCTURAL m a = / 5/TMS 402 6/TMS 602 BE THE CONTRACTORS RESPONSIBILITY TO OBTAIN SUCH PERMIT. Fool of PENETRATION, DETERMINE REQUIRED X ❑ ■ LISTED TASK LISTED CONSTRUCTION ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY COL. COLUMN H.S. HIGH SIDE SQ. SQUARE _j 0 Cd = N/A PENETRATIONS TO ACHIEVE DESIGN CAPACITY, CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND SPECIFICA- C.M.U. CONCRETE MASONRY IN. INCH SYM. SYMMETRICAL a 7. THE LACK OF A HIGH GUARDRAIL AT BUILDING PARAPETS FLOOR OPENING & ROOF RECORD TIP AND BUTT ELEVATIONS AND 1. AS MASONRY UNIT I.D. INSIDE DIAMETER TF TOP FLANGE _ u � OPENINGS DOES NOT MEET CURRENT LABOR CODE FOR AN OCCUPIED SPACE. g) SEISMIC RESPONSE COEFFICIENT, CS = N/A DOCUMENT ANY PILE DAMAGE. CONSTRUCTION BEGINS, TIONS, BUT THEY DO NOT GUARANTEE CONTRACTORS PERFORMANCE AND SHALL NOT C.J. CONSTRUCTION INT. INTERIOR THK. THICK w THE FOLLOWING SHALL BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. o w THIS ENGINEER RECOMMENDS THE USE OF GUARDRAILS AT STATED LOCATIONS. BE VERIFIED TO ENSURE JOINT JST. JOIST TS TUBE STEEL z IF GUARDRAILS ARE NOT USED THE OWNERS SHALL ACCEPT FULL RESPONSIBILITY. " c INSTALLATION AND TESTING OF PIER FOUNDATIONS YES N/A Q 7. FROST LINE DEPTH = 1 -0 ) COMPLIANCE: 5. ALL WORK SHALL CONFORM TO THE LATEST APPLICABLE CONSTRUCTION SAFETY REQUIRE- CONC. CONCRETE K or KIPS 1000 lbs U.B.C. UNIFORM w z IN ADDITION, THE CONTRACTOR SHALL PROVIDE CLEARLY LEGIBLE SIGNS AT THESE cn Q LOCATIONS STATING "CAUTION: NO GUARDRAIL". 8. THE GOVERNING BUILDING CODE IS THE 2008 OREGON STRUCTURAL SPECIALITY CODE PER 1704.9. ......................................... ... ............ .❑ ■ MENTS OF O.S.H.A. AND ANY OTHER GOVERNMENTAL ENTITY HAVING JURISDICTION. CONN. CONNECTION LAM. LAMINATED BUILDING COD z a)PROPORTIONS OF CONTINUOUS PERIODICALLY SITE - PREPARED X ART 2.6A ■ ❑ 6, THESE DRAWINGS SHALL BE CONSIDERED SUBSTANTIALLY COMPLETE. HOWEVER, IT IS THE CONSTR. CONSTRUCTION LB or LBS. POUNDS U.N.O. UNLESS NOTE cn o I 8. ALL TEMPORARY FLOOR AND ROOF OPENINGS LACKING GUARDRAILS SHALL BE 9. BY ISSUING A BUILDING PERMIT, THE GOVERNING BUILDING DEPARTMENT MORTAR CONT. CONTINUOUS L.S. LOW SIDE OTHERWISE z ADEQUATELY COVERED AND DESIGNED TO RESIST CONSTRUCTION TRAFFIC LOADS. VERIFICATION AND INSPECTION TASK DURING TASK DURING RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE ALL LABOR AND MATERIALS w Lj� FOR THIS PROJECT IS APPROVING ALL LOADS AND LOAD FACTORS LISTED TASK LISTED b)CONSTRUCTION OF X ART 3.38 ❑ NECESSARY TO RENDER THE WORK COMPLETE, AS IS THE INTENT OF THESE DRAWINGS, DA DOUBLE ANGLE LT. WT. LIGHT WEIGHT VERT. VERTICAL � z j- 5 6 & 7. MORTAR JOINTS DEMO. DEMOLISH LLV LONG LEG VERTICAL W. WIDTH o 0 9. CONTRACTOR SHALL VERIFY THAT ALL SKYLIGHTS ARE DESIGNED TO WITH STAND LISTED IN ITEMS 4b, 4c, 1. OBSERVE DRILLING OPERATIONS AND MAINTAIN EITHER SHOWN OR INFERRED HEREIN, THROUGH PROPER ESTABLISHED CONSTRUCTION F c)LOCATION of DET. DETAIL M.B. MACHINE BOLT WT. WEIGHT o U THE LOADS SPECIFIED IN THE INTERNATIONAL BUILDING CODE. 10. N/A INDICATES THAT THIS ITEM IS NOT APPLICABLE TO THIS PROJECT. COMPLETE AND ACCURATE RECORDS FOR EACH X ❑ ■ REINFORCEMENT, PRACTICES. DIAG. DIAGONAL MAS. MASONRY W.W.F. WELDED WIRE � . z 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES CONNECTORS, X ART 3.4 M ❑ 7•THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE WORK AND THE DIA. (0) DIAMETER MAX. MAXIMUM FABRIC u Q z PRESTRESSING ART 3.6A 0 - WHETHER SHOWN HEREON OR NOT, AND TO PROTECT THEM FROM DAMAGE. THE 2. VERIFY PLACEMENT LOCATIONS AND ul CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN 6DESIGN CRITERIA PLUMBNESS, CONFIRM PIER DIAMETERS, BELL TENDONS AND COORDINATION N ALL TRADES AND GOVERNING AGENCIES, AND SHALL PROVIDE DIM. DIMENSION MF. MOMENT FRAME W.W.M. WELDED WIRE DIAMETER (IF APPLICABLE), LENGTHS, ANCHORAGES ALL MATERIAL AND LABOR SHOWN OR INFERRED ON THESE PLANS. DBL. DOUBLE MTL. METAL MESH � z CONJUNCTION WITH THE EXECUTION OF THIS WORK. X ❑ ■ d DWG. DRAWING MIN. MINIMUM W.F. WIDE FLANGE > EMBEDMENT INTO BEDROCK (IF APPLICABLE) )PRESTRESSING X ART 3.6B ❑ ■ 8. ALL MATERIAL AND WORK PERFORMED SHALL CONFORM WITH THE REQUIREMENTS OF EA. EACH N.T.S. NOT TO SCALE W WITH o J 0 - 11. MATERIAL USED IN THIS DESIGN MAY BE HAZARDOUS TO ONES HEALTH. THE - :,�;_r ._ _``, `� ( AND ADEQUATE END BEARING STRATA TECHNIQUE M z z CONTRACTOR AND OWNER SHALL ACCEPT ALL RESPONSIBILITY AND SHALL POST " `'. CAPACITY. THE INTERNATIONAL BUILDING CODE OR OTHER GOVERNING CODES AND BUILDING E.N. EDGE NAILING NO. or # NUMBER W Q e)GRADE AND SIZE OF WS WOOD SCREW z z SUCH WARNING DURING CONSTRUCTION. 1. THE SOILS REPORT (SEE NOTE a&b BELOW WHERE APPLICABLE) IN ITS ENTIRELY SHALL PRESTRESSING )( ART 2.4B ❑ ■ ORDINANCES. ALL REFERENCE TO THE INTERNATIONAL BUILDING CODE SHALL BE THE ELEV. ELEVATION O.C. ON CENTER w ° 12. THE CONTRACTOR, DURING CONSTRUCTION, AND THE OWNER, DURING OCCUPANCY, BE INCLUDED AS PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE B) STEEL CONSTRUCTION PER OSSC 1704.3 TENDONS AND ART 2.4H LATEST ADOPTED EDITION. o Z '1' - SHALL ASSUME ALL RESPONSIBILITY FOR PROPER ROOF MAINTENANCE TO INSURE FOR READING AND UNDERSTANDING ALL OF THE SOILS REPORTS RECOMMENDATIONS. ALL ANCHORAGES 9. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND ABBREVIATIONS w • z PROPER ROOF DRAINAGE. OF THE SOILS REPORTS RECOMMENDATIONS MUST BE FOLLOWED. FOR RECOMMENDED SOIL 2. THE INSPECTION PROGRAM SHALL VERIFY: 2 � Q O 0-1 VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED DO NOT INDICATE THE METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE 0 w Q 13. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION INCLUDING BUILDING ERECTION BEARING PRESSURE, FOUNDATION MATERIAL AND SITE GRADING SEE SOILS AND GEOLOGICAL STANDARD° a)SIZE AND LOCATION AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS w o SAFETY. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING ALL ERECTION LAWS AND REPORT BY: of STRUCTURAL X ART 3.3G ❑ ■ < Q W 0 - GUIDELINES. IF THE CONTRACTOR FEELS THAT THE ERECTION OF THE STRUCTURE NO SOILS REPORT HAS BEEN PROVIDED BY THE OWNER 1. MATERIAL VERIFICATION of ELEMENTS METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES, INCLUDING, BUT NOT LIMITED Q w HIGH-STRENGTH BOLTS, TO BRACING AND SHORING. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES U �/ Q- REPRESENTED IN THESE PLANS WILL NOT MEET THOSE LAWS & GUIDELINES. THE b)TYPE, SIZE AND ° CONTRACTOR MUST NOTIFY THE ENGINEER BEFORE CONSTRUCTION AND FABRICATION BEGINS. NUTS AND WASHERS: LOCATION OF OF THE ARCHITECT OR ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE -STEEL III-III=III=111=III -NATIVE SOIL Q ♦ O > DESIGN SOIL BEARING VALUE = 1500 PSF. OSSC a INDENTIFICATION MARKINGS APPLICABLE ASTM ANCHORS, INCLUDING MEASURES OR THE CONSTRUCTION PROCEDURES. ANY SUPPORT SERVICES PERFORMED cz (JJ Li ) YES N A OTHER DETAILS OF BY THE ARCHITECT OR ENGINEER DURING THE CONSTRUCTION SHALL BE DISTINGUISHED � o� 2. EXISTING FOOTING OR FOUNDATIONS WHICH MAY BE AFFECTED BY ANY EXCAVATION SHALL STANDARDS SPEOCIFED IN X MATERIAL CATIONS; / ANCHORAGE OF X SEC 1.2.2(e) ❑ ■ FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY -MASONRY %%��%%�� -ENGINEERED FILL z Q 0 9 ADDITIONAL SAFETY NOTES BE UNDERPINNED ADEQUATELY OR OTHERWISE PROTECTED AGAINST SETTLEMENT AND ❑ ■ MASONRY TO OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER ozz U THE APPROVED AISC 360, SECTION STRUCTURAL Q - , ;.< SHALL BE PROTECTED AGAINST LATERAL MOVEMENT. CONSTRUCTION DOCUMENTS. A3.3 MEMBERS, FRAMES WHETHER OF MATERIAL OR WORK, AND FOR THE PURPOSE OF ASSISTING IN QUALITY z Li 0 3. FILLS USED TO SUPPORT THE FOUNDATIONS OF ANY BUILDING OR STRUCTURE SHALL BE oR OTHER CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DOCUMENTS, DO NOT -AGGREGATE -GROUT LL] b)MANUFACTURER'S CONTSRUCTION ( > PLACED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. A SOIL INVESTIGATION GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS o v a00000aooeoa . J CERTIFICATE OF X ❑ ■ 3: 0 1• THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REPORT AND A REPORT OF SATISFACTORY PLACEMENT OF FILL BOTH ACCEPTABLE TO COMPLIANCE REQUIRED. c)SPECIFIED SIZE, ART 2.4 SUPERVISION OF CONSTRUCTION. z > > GRADE AND TYPE OF X SEC 1.13 w REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. THE BUILDING OFFICIAL AND THE ENGINEER OF RECORD SHALL BE SUBMITTED. A SOILS REINFORCEMENT ART 3.4 ■ ❑ 20.WHERE A SECTION OR TYPICAL DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY -WOOD BLOCK a ° -CONCRETE � W >_ REPORT PROVIDES THE BUILDING DESIGN ENGINEER WITH SITE PREPARATION AND 2. INSPECTION OF 6z 2. STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH ARCHITECTURAL, FOR ALL LIKE OR SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. w Q FOUNDATION DESIGN RECOMMENDATIONS. IF THE BUILDING OWNER OR TENNANT HIGH-STRENGTH BOLTING: d)WELDING OF X SEC 2.1.10.7.2 ART 2.4 � r w >_ PLUMBING, ELECTRICAL, CIVIL AND MECHANICAL DRAWINGS. THE CONTRACTOR AUTHORIZING THE CURRENT CONSTRUCTION DOES NOT PROVIDE A SOILS REPORT TO THE a)BEARING - TYPE AISC iso, SECTION REINFORCING BARS SEC 3.3.3.4(b) ART 3.4 21.IT SHALL BE THE GENERAL CONTRACTORS RESPONSIBILITY FOR THE SUPERVISION OF m m IS RESPONSIBLE FOR COORDINATING SUCH REQUIREMENTS INTO THEIR SHOP ENGINEER OF RECORD, THE OWNER OR TENNANT AUTHORIZING THE CURRENT CONNECTIONS. X M2.5 ❑ ■ e)PROTECTION OF THE WORK OR POSSIBLE OMISSIONS SHOWN OR INFERRED ON THESE PLANS. -CONTINUOUS WOOD MEMBER � C'7 0 z DRAWINGS AND WORK. CONSTRUCTION BY PROCEEDING WITH CONSTRUCTION IS PROCEEDING AT THEIR OWN MASONRY DURING 00 O w a b)SLIP E CRITICAL X X AISC iso, SECTION ❑ ■ COLD WEATHER 22.CONNECTIONS OF ALL ITEMS SUPPORTED BY THE STRUCTURAL ARE THE RESPONSIBILITY _j m RISK AND THIS ENGINEER ASSUMES NO RESPONSIBILITY FOR THE POSSIBLE MOVEMENT CONNECTIONS. M2.5 (TEMPERATURE BELOW X ART 1.ec ■ ❑ OF THE DISCIPLINES WHO ARE MAKING THESE ATTACHMENTS. THESE ATTACHMENTS w 3. NO OPENING SHALL BE MADE IN ANY STRUCTURAL MEMBER WITHOUT THE OF THE SOILS SUPPORTING THE BUILDING FOUNDATION. ART 1.8D O WRITTEN APPROVAL OF THE ENGINEER OF RECORD. 3. MATERIAL VERIFICATION OF 40-F) OR HOT SHALL BE DESIGNED TO RESIST ALL GRAVITY, WIND, SEISMIC, THERMAL LOADS, ETC DETAIL w � 4. FOUNDATIONS SUPPORTING WOOD SHALL EXTEND AT LEAST 6" ABOVE THE ADJACENT STRUCTURAL STEEL: WEATHER Q w 4. NO CHANGE IN SIZE OR DIMENSION OF STRUCTURAL MEMBERS SHALL BE FINISH GRADE. (TEMPERATURE ABOVE 23.GENERAL CONTRACTOR SHALL NOTIFY ENGINEER AND ARCHITECT IMMEDIATELY OF ANY DETAIL � MADE WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD. a)INDENTIFICATION MARKING 90-F) 5. VAPOR BARRIER SHOULD CONFORM WITH ASTM ® 775-85 STANDARD PRACTICE FOR TO CONFORM TO ASTM YES NO N/A DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS. _ m 5 OPENINGS 1'-4" AND LESS ON A SIDE ARE GENERALLY NOT SHOWN SELECTION OF VAPOR RETARDER FOR THERMAL INSULATION. STANDARD SPECIFIED IN ASTM A6 OR ASTM ■ ❑ ❑ f) APPLICATION AND 3- A 568 MEASUREMENT OF X ART 3.66 24.CONCRETE SLAB-ON-GRADE HAS NOT BEEN DESIGNED FOR CONSTRUCTION LOADS OR SHEET DRAWN ON � THE APPROVED ❑ ■ -0 ON THE STRUCTURAL DRAWINGS. REFER TO ARCHITECTURAL AND 6. SITE PREPARATION SHOULD BE DONE ACCORDING TO THE SITE SOILS a•REPORT. GENERAL CONSTRUCTION DOCUMENTS. PRESTRESSING FORCE SPECIFIC OCCUPANT SERVICE LOADS BY THIS ENGINEER. X DETAIL CUT z C3 MECHANICAL DRAWINGS FOR SUCH OPENINGS. SITE CLEARING SHOULD INCLUDE REMOVAL OF VEGETATION; EXISTING UTILITIES; STRUCTURES b)MANUFACTURES CERTIFIED ASTM A6 OR ASTM 3. PRIOR TO GROUTING, THE FOLLOWING SHALL BE VERIFIED TO 25.VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN CONSIDERED BY THIS X 11' INCLUDING FOUNDATION; BASEMENT WALLS AND FLOORS; EXISTING STOCKPILE SOIL; TREES MILL TEST REPORTS A 568 ■ ❑ ❑ ENSURE COMPLIANCE: REFERENCE W 6. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF AND ASSOCIATED ROOT SYSTEMS; RUBBLE; RUBBISH; AND ANY LOOSE AND / OR ENGINEER. GO o GROUT SPACE IS CONSTRUCTION LOAD IMPOSED UPON STRUCTURAL FRAMING. 4. MATERIAL VERIFICATION of ) X ART 3.2D ❑ ■ 26.NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES o Q SATURATED MATERIAL. SITE STRIPPING SHOULD EXTEND TO A MINIMUM DEPTH OF 2 TO 4 WELD FILLER MATERIALS: CLEAN X SECTION CUT Q CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN CAPACITY OF INCHES, OR UNTIL ALL ORGANICS IN EXCESS OF 3 PERCENT BY VOLUME ARE REMOVED. 27.CONSTRUCTION AND MATERIAL SHALL COMPLY WITH AND BE INSTALLED IN ACCORDANCE -- --I 0 THE FRAMING AT THE TIME THE LOADS ARE IMPOSED. b)PLACEMENT of REFERENCE cn 0 DEEPER STRIPPING MAY BE REQUIRED IN LOCALIZED AREAS. THESE MATERIALS WILL NOT a)INDENTIFICATION MARKING WITH ALL THE REQUIREMENTS OF ALL LEGALLY CONSTITUTED PUBLIC AUTHORITIES X m cn TO CONFORM TO AWS REINFORCEMENT AND Q BE SUITABLE FOR USE AS ENGINEERED FILL. SPECICIFCATION IN THE AISC 360, SECTION CONNECTORS AND X SEC 1.13 ART 3.4 ■ ❑ HAVING JURISDICTION, INCLUDING ALL COUNTY AND LOCAL ORDINANCES, AND THE SAFETY a_ 7. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. ■ ❑ ❑ PRESTRESSING ORDERS OF THE STATE INDUSTRIAL ACCIDENT COMMISSION OSHA. XX FOOTING & COLUMN w �� THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY 7. DEVELOP AND MAINTAIN SITE GRADES WHICH WILL RAPIDLY DRAIN SURFACE AND ROOF APPROVED COINSTRUCTION A3.5 TENDONS AND u RUNOFF AWAY FROM FOUNDATIONS AND FLOOR SLABS - BOTH DURING AND AFTER DOCUMENTS. ANCHORAGES 28.ANY REFERENCE TO THE WORDS APPROVED OR APPROVAL IN THESE DOCUMENTS SHALL XX 'LJ BRACING AND / OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF SCHEDULE ITEM w � THE CONTRACTORS CONSTRUCTION METHODS AND / OR SEQUENCE. CONSTRUCTION. ADJACENT OF AT LEAST 5' AWAY FROM STRUCTURES TO PRECLUDE b)MANUFA TURES CERTIFIED E . ■ ❑ ❑ c)PROPORTIONS of BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVE Y POUNDING OF WATER ADJACENT TO FOUNDATIONS. SITE - PREPARED THE CONTRACTOR AND / OR HIS SUBCONTRACTORS OF ANY LIABILITY IN FURNISHING SHEARWALL o S. DO NOT SCALE THESE DRAWINGS, USE DIMENSIONS. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING NECESSARY TO SUPPORT CUT Ll GROUT AND X ART 2.66 ❑ ■ THE REQUIRED MATERIALS OR LABOR SPECIFIED. Q 0 5. INSPECTION OF WELD: PRESTRESSING GROUT SCHEDULE ITEM m _ 9. CONTRACTOR'S CONSTRUCTION AND / OR ERECTION SEQUENCES AND / OR FILL BANKS DURING EXCAVATION, AND FOR FORMING AND PLACEMENT OF FOR BONDED 29.CONSTRUCT THOSE FEATURES OF THE PROJECT, WHICH MAY NOT BE FULLY SHOWN, IN � Of LL SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL CONCRETE. GENERAL CONTRACTOR AND CONCRETE SUB - CONTRACTOR SHALL REVIEW AND TENDONS A MANNER SIMILAR TO THAT USED FOR SIMILAR FEATURES. � Q o Q FAMILIARIZE THEMSELVES WITH THE SOILS REPORT.° a)STRUCTURAL STEEL: +HEIGHT ELEVATION O � & MOISTURE CHANGES THAT WILL RESULT IN MOVEMENTS OF d)CONSTRUCTION OF 30.SEE ALSO SPECIFICATIONS. WHERE AVAILABLE. w STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. g. VERIFY BUILDING ORIENTATION & PLACEMENT ON THE SITE WITH THE APPROVED PROJECT 1) COMPLETE AND PARTIAL MORTAR JOINTS X ART 3.3B ■ ❑ T.O. 2: 31.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE SUPERVISION OF THE WORK OR (SECTIONS & PLANS) z SITE PLAN. THE PROJECT SITE PLAN SUPERSEDES NORTH ARROW SHOWN ON THE PENETRATION GROOVE LL 0- X AWS D1.1 4. GROUT PLACEMENT SHALL � 10. THE CONTRACTOR SHALL INFORM THE ENGINEER OF RECORD IN WRITING STRUCTURAL PLANS. BE VERIFIED TO ENSURE THE PROPER EXECUTION OF SAME. z z z OF ANY DEVIATION FROM THE CONTRACT DOCUMENTS. THE CONTRACTOR 10. A LETTER FROM SOIL ENGINEER SHALL BE PROVIDED CONFIRMING THAT THE FOUNDATIONS 2) MULTIPASS FILLET WELDS. X AWS D1.1 ❑ ■ COMPLIANCE WITH CODE X ART 3.5 ■ ❑ 32.CONTRACTOR IS TO VERIFY ALL DIMENSIONS PRIOR TO BEGINNING OF CONSTRUCTION. o SHALL NOT BE RELIEVED OF THE RESPONSIBILITY OF SUCH DEVIATION AND CONSTRUCTION ANY DISCREPANCIES MUST BE REPORTED TO THE ENGINEER BEFORE PROCEEDING WITH X INDICATES NEW BUILDING o PLAN, GRADING PLAN, AND SPECIFICATIONS HAVE BEEN REVIEWED AND THAT IT HAS BEEN DOCUMENT PROVISIONS GRID LINE. z w BY THE ENGINEER OF RECORD, REVIEW OF SHOP DRAWINGS, PRODUCT WORK. COORDINATE STRUCTURAL DIMENSIONS WITH ARCHITECTURAL FLOOR PLANS, � DETERMINED THAT THE RECOMMENDATIONS IN THE SOILS REPORT ARE PROPERLY 3) SINGLE PASS FILLET AWS D1.1 a GROUTING OF DATA, ETC., UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE WELDS > 5 16" X ❑ ■ ) ELEVATIONS, SECTIONS, DETAILS ETC. INCORPORATION INTO THE PLANS. / PRESTRESSING X ART 3.6C m 0 z ENGINEER OF RECORD OF SUCH DEVIATION AT THE TIME OF ❑ ■ ( ) Z 11. CONTINUOUS AND PAD FOOTINGS SHOULD HAVE A MINIMUM EMBEDMENT DEPTH AS BONDED TENDONS 33.THE STRUCTURAL SYSTEMS HAVE BEEN DESIGNED TO CARRY THE SUPERIMPOSED LIVE Q SUBMISSION, AND THE ENGINEER OF RECORD HAS GIVEN WRITTEN " 4) SINGLE PASS FILLET LOADS AS PRESCRIBED BY THE BUILDING CODE AND IN ACCORDANCE WITH STANDARD X INDICATES EXISTING BUILDING O w m APPROVAL TO THE SPECIFIC DEVIATION. SPECIFIED IN THE FOOTING SCHEDULE (`T ) OR NOTED IN THE PLANS BELOW ROUGH PAD WELDS < 5/16" X AWS D1.1 ■ ❑ 5.PREPARATION U ANY ENGINEERING PRACTICES, WITH NO SPECIAL PROVISIONS FOR CARRYING CONCENTRATED GRID LINE. z a _ GRADE OR ADJACENT EXTERIOR GRADE, WHICHEVER 15 LOWER. THE ENGINEER MUST BE REQUIRED GROUT J � 0 11. THE CONTRACTOR MUST ENSURE THAT MANUFACTURED (ENGINEERED NOTIFIED IF THERE IS A DISCREPANCY BETWEEN THE SOILS REPORT°• REQUIREMENTS AND SPECIMENS, MORTAR X ART 1.4 ❑ ■ LOADS FROM STORAGE AND HANDLING OF CONSTRUCTION MATERIALS OR FROM OPERATION Q Li 5) FLOOR AND ROOF DECK X AWS D1.3 SPECIMENS AND/OR OF CONSTRUCTION EQUIPMENT. THE CONTRACTOR SHALL PROVIDE ALL SCAFFOLDING, �--� - INDICATES A MOMENT = �w BY OTHERS) ROOF & FLOOR FRAMING IS DESIGNED TO RESIST UPLIFT THE STRUCTURAL PLANS. WELDS ❑ ■ PRISMS SHALL BE BRACING, AND SHORING SYSTEMS AS REQUIRED FOR INSTALLATION, STABILITY, AND SAFETY CONNECTION "' o >_ LOADS DURING & AFTER CONSTRUCTION. 12. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE CIVIL & ARCHITECTURAL PLANS, OBSERVED OF NEW WORK AND PROVIDE PROTECTION AS REQUIRED FOR THE SAFETY OF PEDESTRIANS o Of Q EXISTING CONSTRICTION NOTES: WITH RESPECT TO GRADE, WITH THE FOUNDATION PLAN. THIS INCLUDES, BUT IS NOT b)REINFORCING STEEL: 6. COMPLIANCE WITH AND JOB SITE PERSONNEL. AT ALL TIMES, THE CONTRACTOR SHALL BE SOLELY AND Q Q = LIMITED TO, COORDINATING ALL REQUIRED STEP FOOTING LOCATIONS BASED ON THE GUIDE REQUIRED INSPECTION COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE INCLUDING SAFETY 3 SYMBOLS m J ° � 12. WORK SHOWN IS NEW UNLESS INDICATED AS EXISTING. LINES IN THE STEPPED CONCRETE FOOTING DETAIL BETWEEN THE REQUIRED FINAL 1 VERIFICATION OF PROVISIONS OF THE ❑ ■ OF PERSONS AND PROPERTY. AND EXISTING CONSTRUCTION AND MATERIALS FROM ADVERSE � a a AWS D1.4 CONSTRUCTION X ART 1.5 z GRADING / CIVIL PLANS & ARCHITECTURAL PLANS AND FOOTING/ FOUNDATION LAYOUT. WELDABILITY OF CONDITIONS AND THE CONTRACTOR SHALL PROJECT NEW DAMAGE. M 13. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING JOB CONDITIONS, ACI 318:3.5.2 ❑ ■ DOCUMENTS AND THE J m Q ANY DISCREPANCIES MUST BE BROUGHT TO THE ENGINEERS ATTENTION BEFORE ANY REINFORCING STEEL X Q m REVIEW ALL DRAWINGS AND VERIFY DIMENSIONS ELEVATION AND MEMBER OTHER THAN ASTM A 706. APPROVED SUBMITTALS 34.IT IS THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT, MECHANICAL ENGINEER, AND :5i m v=i 0 - CONSTRUCTION BEGINS. SHALL BE VERIFIED M w SIZES PRIOR TO CONSTRUCTION OR MATERIAL PURCHASE. THE CONTRACTOR YES NO N/A OTHERS DESIGNERS OF THE BUILDINGS HEATING. COOLING, & VENTALATION SYSTEM TO w In of V) m SHALL NOTIFY THE ENGINEER OF RECORD IN WRITING OF ALL 13. THE EXTERIOR FLATWORK SHOULD BE POURED SEPARATELY IN ORDER TO ACT 2)REINFORCING ENSURE THAT THE STRUCTURE DETAILS IN THESE PLANS WILL NOT BE EXPOSED TO Q y a ►- � STEEL-RESISTING E) WOOD CONSTRUCTION PER CBC 1704.6. ....... .. ...... ............. ........ .❑ ❑ ■ Y z z DISCREPANCIES AND EXCEPTIONS BEFORE PROCEEDING WITH THE WORK. INDEPENDENTLY OF THE WALLS AND FOUNDATION SYSTEM. SEE CIVIL / ARCH. PLANS FOR HARMFUL TO THE STRUCTURE AND OR ITS OCCUPANTS ACCUMULATION OF MOISTURE - w w FLEXURAL AND AXIAL a HIGH-LOAD DIAPHRAGM: INSPECT WOOD STRUCTURAL PANEL SHEATHING TO ( / ) w Q -, M EXTERIOR FLATWORK INFO. ) & OTHER HARMFUL SUBSTANCES THAT COULD LEAD TO HARMFUL DESTRUCTIVE MOLD, o � z �__ z 07 14. THE REMOVAL, CUTTING DRILLING, ETC. OF EXISTING CONSTRUCTION SHALL FORCES IN INTERMEDIATE � ¢ m 14. THE GEOTECHINICAL ENGINEER SHALL SUBMIT A WRITTEN STATEMENT WITH A COPY AND SPECIAL MOMENT ASCERTAIN WHETHER IT IS THE GRADE AND THICKNESS SHOWN ON THE APPROVED / w J J � a o a o BE PERFORMED WITH GREAT CARE IN ORDER NOT TO JEOPARDIZE THE X AWS D1.4 ❑ ■ BUILDING PLANS AND VERIFY THE NOMINAL SIZE OF FRAMING MEMBERS AT MILDEW, CORROSION, ETC. BUILD UP ON STRUCTURAL MEMBERS. = ¢ ¢ ,,, o - N w DIRECTLY TO THE STRUCTURAL ENGINEER AT THE COMPLETION OF THE PART OF THE FRAMES, AND BOUNDARY ACI 318:3.5.2 = � w w - STRUCTURAL INTEGRITY OF THE BUILDING STRUCTURAL SYSTEM. IF ELEMENTS OF SPECIAL ADJOINTING PANEL EDGES, THE NAIL OR STAPLE DIAMETER AND LENGTH, THE 35.IN THESE PLANS THERE IS NO DISTINCTION BETWEEN POSTS & COLUMNS BASED ON �' m o 0 w PROJECT SUMMARIZING THE TEST RESULTS / ITEMS MONITORED WITH THE SPECIFIC REINFORCED CONCRETE � m m U) 0 CO STRUCTURAL MEMBERS OR MECHANICAL, ELECTRICAL, OR ARCHITECTURAL REQUIREMENTS. NUMBER OF FASTENER LINES AND THAT THE SPACING BETWEEN FASTENERS IN OSHA DEFINITIONS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE >_ > > z z z '1'v FEATURES NOT INDICATED FOR REMOVAL INTERFERE WITH THE NEW WORK, SHEAR WALLS AND SHEAR EACH LINE AND AT EDGE MARGINS AGREES WITH THE APPROVED BUILDING PLANS. CLASSIFICATION OF EACH 'VERTICAL" MEMBER AND FOLLOWING THE REQUIRED OSHA 0 `" `" z z a z o 0 � REINFORCEMENT. O w z _j w � w Q THE ENGINEER OF RECORD SHALL BE IMMEDIATELY NOTIFIED AND PRIOR NOTE: b)TIMBER TRUSS . ......................... ..... .. ...... ............. ........ .■ ❑ ❑ ERECTION GUIDELINES. SEE NOTE 13 ON ADDITIONAL SAFETY NOTES FOR MORE INFO. �' � g w >- WRITTEN APPROVAL SHALL BE OBTAINED BEFORE REMOVAL OR MODIFICATIO a 3) SHEAR REINFORCEMENT X AWS D1.4 ❑ ■ o v v v a m v m o OF MEMBERS. IF NO SOILS REPORT HAS BEEN PROVIDED BY THE OWNER OR TENNANT ACI 318:3.5.2 F) EXPANSION / ADHESIVE ANCHORS IN CONCRETE OR MASONRY. ..... ........ .■ ❑ ❑ 36.DRAWINGS OF SPECIFIC DETAILS ON THE DRAWINGS INDICATE THE INTENT OF THE zQ o AUTHORIZING THE CURRENT CONSTRUCTION AS INDICATED BY NOTE 1, THE OWNER Aws D1.4 (IF THEY ARE REQUIRED BY THESE PLANS OR REQUIRED DURING CONSTRUCTION) STRUCTURAL DESIGN AND IN MOST CASES, ARE TYPICAL CONDITIONS OR VERY 0 15. THE CONTRACTOR SHALL PROMPTLY REPAIR DAMAGE TO EXISTING FRAMING OR TENNANT AUTHORIZING THE CURRENT CONSTRUCTION BY PROCEEDING WITH 4) OTHER REINFORCEMENT X ❑ ■ SIMILAR TO OTHER DETAILS. TYPICAL CONDITIONS NOT NECESSARILY NOTED AS � w ACI 318:3.5.2 � CAUSED DURING CONSTRUCTION WITH SIMILAR MATERIALS AND WORKMANSHIP CONSTRUCTION, IS PROCEEDING AT THEIR OWN RISK AND THIS ENGINEER ASSUMES 5. APPROVED FABRICATORS: (MUST SUBMIT CERTIFICATE OF COMPLIANCE TO TYPICAL SHALL BE CONSIDERED AS TYPICAL FOR OTHER CONDITIONS. ,,_, � _� CONTACT THE ENGINEER OF RECORD TO VERIFY THE PROPOSED REPAIR NO RESPONSIBILITY FOR THE POSSIBLE MOVEMENT OF THE SOILS SUPPORTING THE 6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE THE BUILDING OFFICAL PER OSSC 1704.2.2 37.DUTY OF COOPERATION: ISSUANCE OF THESE STRUCTURAL DOCUMENTS (DRAWING mo p fO "� N cO o civ o 0- SOLUTION. BUILDING FOUNDATION. IF NO SOILS REPORT HAS BEEN PROVIDED IGNORE THE SOILS WITH APPROVED CONSTRUCTION DOCUMENTS: FOR ALL OFFSITE FABRICATION SUCH AS STRUCTURAL STEEL, � Z GLU-LAMS, PRECAST CONCRETE, ETC. . .... .. ........... ..................... .■ ❑ ❑ AND SPECIFICATIONS) CONTEMPLATES FURTHER COOPERATION AMONG ALL PARTIES �i ai u; r; co of _ REPORT REFERENCE IN NOTES 3,6,8,10 & 11. YES NO N/A o 0 0 0 0 0 0 16. THE CONTRACTOR MUST NOTIFY THE ENGINEER PRIOR TO BEGINNING a)DETAILS SUCH AS BRACING INVOLVED. DESIGN AND CONSTRUCTION ARE COMPLEX, AND ALTHOUGH THE DESIGN z CONSTRUCTION OR FABRICATION REGARDING ANY EXISTING MECHANICAL UNITS b• THE BUILDING CODE REQUIRES THAT A SOILS REPORT BE PROVIDED FOR ALL PROJECTS AND STIFFENING. ❑ ❑ ■ 6• STRUCTURAL OBSERVATION REQUIRED ................. .. ......... .❑ ■ ❑ SERVICES HAVE BEEN PERFORMED WITH DUE CARE AND DILIGENCE, PERFECTION = WHEN REQUIRED BY THIS ENGINEER OR THE BUILDING OFFICAL, THE OWNER a g IN SEISMIC DESIGN CATAGORIES C-F. BY PROCEEDING WITH CONSTRUCTION THE OWNER CANNOT BE GUARANTEED. COMMUNICATION IS NECESSARY AND ANY STRUCTURAL w w OR OTHER HEAVY ITEMS (200+ LBS) ON EXISTING ROOF/FLOOR FRAMING NO SHALL EMPLOY THE ENGINEER OF RECORD (EOR) BRAD YOUNG AND ASSOCIATES, DISCREPANCY SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER WHOSE a 0 SHOWN IN THESE PLANS BUT LOCATED ON STRUCTURAL MEMBERS THAT ARE OR TENANT AUTHORIZING THE CURRENT CONSTRUCTION MUST OBTAIN WRITTEN b)MEMBER LOCATIONS. ❑ ❑ ■ INC. TO PERFORM STRUCTURAL OBSERVATION AS DEFINED IN OSSC 1709, AND z Ir BEING MODIFIED OR RECEIVING NEW LOADS FROM THESE PLANS. PERMISSION FROM THE GOVERNING BUILDING DEPARTMENT TO PROCEED W/ INTERPRETATION SHALL BE FINAL DISCREPANCIES NOT BROUGHT TO THE CONSTRUCTION W/0 A SOILS REPORT & TO USE THE BUILDING CODE TABLE 1804.2 AT THE INSTANCES LISTED BELOW (a). PLEASE PROVIDE 2 WEEKS NOTICE IN ENGINEER'S ATTENTION DURING THE BIDDING OF THE PROJECT WILL BE DEEMED z PA/PM: un DEMOLITION SHORING NOTES: c)APPLICATION OF JOINT WRITING PRIOR TO NEEDING ALL INSPECTIONS. O TO HAVE BEEN BID IN THE MORE COSTLY MANNER. ,_ FOR SOIL DESIGN VALUES. DETAILS AT EACH ❑ ❑ ■ DRAWN BY: PH L 17. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS AND METHODS CONNECTION. a) GENERAL NOTES �,� w~ OF ALL DEMOLITION WORK AND FOR PROVIDING ALL NECESSARY TEMPORARY �� 'L z SHORING, BRACING AND PROTECTION AS NECESSARY FOR SAFETY, STABILITY 7 FOUNDATION NOTES 4 \�� E BYA JOB NO.: 12109 � 3i AND PROTECTION OF ALL EXISTING ELEMENTS AND STRUCTURE TO REMAIN. ;.x`:':)01 �, aPEF�P o Q TEMPORARY SHORING AND BRACING SHALL BE ADEQUATE TO RESIST ALL 5 SPECIAL INSPECTION NOTES > APPLIED LOADS INCLUDING DEAD LOAD, LIVE LOADS, SNOW LOADS AND Q SHEET z CONSTRUCTION LOADS, TO PROVIDE STABILITY, AND TO PROVIDE FOR / : REGON U RESISTANCE TO WIND AND SEISMIC FORCES UNTIL ANY REQUIRED �C' C� z �y9, 2 �J� MODIFICATIONS TO THE STRUCTURE ARE COMPLETED. 0 0 ' BRAD YOUNG & ASSOCIATES INC. Simi MISCELLANEOUSQ , S'1''�'CJ c'1''C J12 A'L 1✓TV G'C N 1✓1✓ F2'T N Gy RAE w QO 10 d '� , 1320 W.HERNDON AVE'.SUITE 101 w FRESNO,CALIFORNIA 93711 EXPIRATION DATE: 6-30-2014 w J ff r�� 11; ?3 PHONE.:(559)222-9600 FAX:(559)222-9633 = Q zcn 1. ALL CONCRETE MATERIAL AND WORKMANSHIP SHALL CONFORM AT ACI 318-05 CONCRETE SLAB 1. REINFORCEMENT, SHALL BE DEFORMED REINFORCEMENT, EXCEPT THAT PLAIN 1. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO CHAPTER 19 OF AND TO ALL REQUIREMENTS OF ACI 301-05, SPECIFICATIONS FOR STRUCTURAL DETAILING HOOK_ DETAILING REINFORCEMENT MAY BE USED FOR SPIRALS. THE 2007 CALIFORNIA BUILDING CODE AND TO ALL REQUIREMENTS OF ACI 301-05, y 0 SEE FOUNDATION SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS EXCEPT AS MODIFIED � o CONCRETE FOR BUILDINGS, EXCEPT AS MODIFIED BY THE SUPPLEMENT DIMENSION AOR G DIMENSION PLAN FOR REINF. 400 LAP 2. REINFORCEMENT SHALL CONFORM TO ASTM A 615 REINFORCING BARS m REQUIREMENTS BELOW. - ___� TYP. L, NOTE: , m (2) #5 BOTT. (TYP.) FOR CONCRETE. Y THE SUPPLEM REQU D B o 0 2. SEE CONCRETE NOTES ON SHEEP S1.2 FOR ADDITIONAL INFORMATION. REINFORCING IS ONLY REQUIRED � D 0 D m BARS OVER PIPE 400 LAP 2. MIX DESIGN REQUIREMENTS: >_ LV IF THERE IS REINFORCING Db ` D = BAR DIAMETER Db a- ` (TYP.) 3. REINFORCING BARS SHALL HAVE THE FOLLOWING SPECIFIED YIELD STRENGTHS: a) CONCRETE MIX SHALL BE PLACED WITH THE FOLLOWING CEMENT z co 11� 3. IF MOISTURE BARRIER IS REQUIRED BY SOILS ENGINEER OR ARCHITECT, PROVIDE TERMINATE REINFORCING IN THE SLAB b OItu 2" MINIMUM COMPACTABLE GRANULAR FILL OVER BARRIER UNLESS OTHERWISE WITH IN 12" 4D OR D = FINISHED INSIDE BEND DIA. ¢ N a) N0. 3 AND SMALLER - 40.000 PSI (GRADE 40) ( ) TYPES. MAXIMUM WATER/CEMENT RATIOS, COMPRESSIVE STRENGTHS OF CONTROL JOINT b N0. 4 AND LARGER - 60.000 PSI GRADE 60 Vc , AND MAXIMUM SIZE AGGREGATE. SULFATE EXPOSURE SHALL BE o o NOTED IN SOIL REPORT. 2 1/2" IN. D = 6D b FOR #3 THROUGH #8 0 ( ) , � cz " `` 4. MIX DESIGN REQUIREMENTS: SAW-CUT CONTROL JOINT. z NOTE: A706 GRADE 60 MAY BE SUBSTITUTED FOR a) & b) REINFORCING. OBTAINED DIRECTLY BY THE CONTRACTOR FROM THE PROJECTS z •v 1/g D = 8Db FOR #9, #10, AND #11 z a) THE CONCRETE SUPPLIER MUST BEAR THE TOTAL RESPONSIBILITY THAT FILL JOINT W/ ELASTOMERIC o SOILS ENGINEER AT THE TIME OF THE BUILDING PADS 7F i 4. WELDED SMOOTH WIRE FABRIC FOR CONCRETE REINFORCEMENT SHALL w THE MIX DESIGNS WILL ATTAIN THE REQUIRED STRENGTH AND ACCEPTABLE FILLER. 180-DEG D = 10Db FOR #14 AND #18 90-DEG oTCONSTRUCTION o � . F CONFORM TO ASTM 185. GRADE 65 FOR PLAIN WIRE AND ASTM A497 GRADE z SHRINKAGE CHARACTERISTICS. ACCEPTANCE OF MIX DESIGN BY THE ENGINEER � ci � 75 FOR DEFORMED WIRE ALL LAPS TO BE AT LEAST TWO CROSS WIRES. LLJ -v w DIMENSION OF STANDARD 180-DEG DIMENSION OF STANDARD 90-DEG WILL BE BASED ONLY ON CONFORMANCE OF SPECIFIED DESIGN STRENGTH, _ _ _ Vc (PSI) MIN ® 28 DAYS U.N.O. z LL DESIGN SLUMP, SLAB - SEE FOUNDATION SIZE HOOKS, ALL GRADES HOOKS, ALL GRADES �_ 5. ALL WELDED REBAR SHALL BE ASTM A706 U.N.O. WATER M o AND AGGREGATE SIZE. q , . E 0 BAR 00 o ' g PLAN FOR MORE INFO. -I{I I::_-- ..:. I I I I=I( SULFATE CEMENT / u V b) SEE TABLE UNDER CONCRETE NOTES ON THIS SHEEP FOR CONCRETE -° m ' • ' a A OR G J D A OR G D I 3" a * PREHEAT THE REBAR IF REQUIRED BY AWS EXPOSURE TYPE LLJ i III _ I I CEMENT S.O.G. FOUND. COLUMN N/A N/A L,j LLSTRENGTH REQUIREMENTS. �' 4 ' °" ' �� •� �• „ TY ( ) `'` BASED ON THE CARBON CONTENT OF THE REBAR �� #3 5 3 2 1/4 6 2 1/4 5. HOT WEATHER CONCRETING: COMPLY WITH THE RECOMMENDATIONS OF °°'°'°°°'°°°°"'°"'°°°°°°"'°""° BOTTOM OF 6. AT THE TIME CONCRETE IS PLACED REINFORCEMENT SHALL BE FREE FROM NEGLIGIBLE 3000 LT 2500 LT o �•-, z SECTION 7.6 ACI 301 REGARDING PLACING OF CONCRETE DURING HOT WEATHER. #4 6 4 3 8 3 1" CLEAR BETWEEN FOOTING (0-150 PPM) II 0.45 3000 3000 3000 AT CONC. WT CONC. ~ w Q tm 12" MAX. TYP. n n PIPE AND SLEEVE MUD, OIL OR OTHER NONMETALLIC COATING THAT DECREASE BOND. EPDXY ( - m 'y o ) WHEN AIR TEMPERATURE IS ABOVE 80' F THE GUIDELINES FOR PROTECTING ,. 5/8 SMOOTH ROD x 16 LONG W/ SAW CUT #5 7„ 5" 3 3/4" 10" 3 3/4" (TYPICAL) COATING OF BARS IN ACCORDANCE WITH ACI 318-05 SECTION 7.4 SHALL BE ^/ ENDS (FULLY GREASED ® 24" O.C. IN PRE- m �L� 0 ~ a THE CONCRETE FROM PLASTIC SHRINKAGE CRACKING AND CRAZE CRACKING 3 MIN. TYP. FOR STEPPED FOOTING PERMITTED. o MANUFACTURED DOWEL BASKET ASSEMBLY. SEE #6 8" 6" 4 1/2" 1'-0" 4 1/211 SEE FOUNDATION PLAN p� w BY PROVIDING A TEMPERATURE CONTROLLED MIX AND PROTECTING THE SEE STANDARD DETAIL m cn> SLAB CONTROL JOINT-OPTION 1 NOTE ABOVE FOR ADDITIONAL INFORMATION n FOR REINF, (REINF. TO 7. REINFORCEMENT, PRESTRESSING TENDONS AND DUCTS SHALL BE ACCURATELY � r_ o CONCRETE SURFACE FROM RAPID WATER EVAPORATION AS DESCRIBED PLACED AND ADEQUATELY SUPPORTED BEFORE CONCRETE IS PLACED, AND o IN ACI 305R, SHALL APPLY. RECOMMENDED METHOD ONLY IN SLABS W/ REINFORCING BARS #7 10 7 5 1/4 1 -2 5 1/4 MATCH BOTTOM REINF.)_ n „ ,. „ „ SHALL BE SECURED AGAINST DISPLACEMENT WITHIN TOLERANCES. J � o Q b) WHEN THE RATE OF EVAPORATION EXCEEDS 0.2 POUNDS PER SQUARE n SAW-CUT CONTROL JOINT. #8 11" 8 6 1 -4 6 � J INCH PER HOUR, THE CONTRACTOR SHALL TAKE THE NECESSARY 1/877 FILL JOINT W/ ELASTOMERIC #9 1'_3" 11 3/4" 9 1/2" 1'-7" 9 1/2" 8. TOLERANCE FOR DEPTH d, AND MINIMUM CONCRETE COVER IN FLEXURAL ER 10000 o PRECAUTIONS AGAINST PLASTIC SHRINKAGE CRACKING AS DESCRIBED FILLER. / 5 PIPE PENETRATION AT FOOTING MEMBERS, WALLS AND COMPRESSION MEMBERS SHALL BE AS FOLLOWS: (O � � - IN ACI 305R. #10 1'-5" 1'-1 1/4" 10 3/4" 1'-10" 10 3/4" In ;[ %` TOLERANCE ON MAXIMUM SIZE AGGREGATE 1 1/2" 1 1/2" 1" 3/8 3/8 w ,� NO SCALE DIFFERENCE THICKNESS Ld(na SLAB - SEE FOUNDATION - 1 -2 3 4 2 2 -0 2 TOLERAdNCE ON o E 0 #11 1 7 / 1 1 MINIMUM 0 Iji� � � � PLAN FOR MORE INFO. � � / / " � / 3" SEE REINFORCING CONCRETE COVER * SEE PANEL ELEVATIONS WHERE APPLICABLE FOR SPECIAL MINIMUM Vc. Lwj OF SLAB IF APPLICABLE CONTROL •• • • . • ,. ••, #14 2 -3 1 -9 3 4 18 1 4 2 -7 18 1 4 ( ) � - ; a• . S ABOVE TABLE SHALL GOVERN IF THE w JOINT ,. n „ .. SCHEDULE FOR SPLICE ' m' �' #18 3 -0 2 -4 1/2 24 3 -5 24 CL F. d < 8 f 3/8 - 3/8 TABLE VALUES ARE HIGHER. WALLS Vc ALSO IS APPLICABLE FOR RETAINING WALLS. o cn LENGTH AND INFO. z m 00 CUT EVERY OTHER REINFORCING BAR (BARS b) CONCRETE SLUMP SHALL BE DESIGNED TO 4". ALL CONCRETE WITH SLUMPS w y �r Q c RUNNING PERPENDICULAR TO THE SAW CUT #3 TO #5 _ �, d > 8 f 1/2 - 1/2 IN EXCESS OF 5" SHALL BE REJECTED AND NOT USED. � � °� CONTROL JOINT 1" E.S. OF CONTROL JOINT D = BEND DIAMETER ° o u C ) 6Db OR M J ° 4 R D SLAB CONTROL JOINT-OPTION 2 (2" TOTAL) EXTEND REINFORCEMENT OF c THE CONCRETE SUPPLIER MUST BEAR THE TOTAL RESPONSIBILITY THAT THE d 2 1/2 MIN. EXCEPT THAT TOLERANCE FOR THE CLEAR DISTANCE TO FORMED SOFFITS ) o z - SEE NOTE 10 OWNER MY CHOOSE THIS SMALL GRADE BEAM INTO ° ° SHALL BE MINUS 1/4" (6.4 mm) AND TOLERANCE FOR COVER SHALL NOT MIX DESIGNS WILL ATTAIN THE REQUIRED STRENGTH AND SHRINKAGE - w i :� � T OPTION OVER OPTION 1 #6 TO #8 LARGER GRADE BEAM AS 4 a � x EXCEED MINUS ONE THIRD THE MINIMUM CONCRETE COVER REQUIRED BY THE CHARACTERISTICS. ACCEPTANCE OF MIX DESIGN WILL BE BASED ONLY ON CD ° m CD " * 12D n n /1,6 SHOWN J 4° ° ° U Q APPROVED PLANS OR SPECIFICATIONS. CONFORMANCE OF SPECIFIED DESIGN STRENGTH AND DESIGN SLUMP. o (u aaaj) o �o � 0 2 MIN. BAR LAP b HOOK 11 HOOK = m . °. rn �, EXISTING % SEE NOTE 6 D11 12" A OR G 1 i A OR G 11 i� ° 9. TOLERANCE FOR LONGITUDINAL LOCATION OF BENDS AND ENDS OF REINFORCEMENT 3. PIPE MAY PASS THROUGH STRUCTURAL CONCRETE IN SLEEVES, BUT SHALL NOT BE m u 9 &. u r B o �< SLAB OR a 9 ° SHALL BE f2" f51 mm EXCEPT AT DISCONTINUOUS ENDS OF MEMBERS EMBEDDED THEREIN. SLEEVES SHALL BE WRAPPED WITH EXPANSION JOINT FILLER w - 2 .o aa) i . CA w z FOOTING IF - - D15 14" fDb ° ° a ( ) MATERIAL TO ALLOW CONCRETE TO CURE WITHOUT RESTRAINT. PIPES OR CONDUITS CO v P, � a '" N 1A ( _ WHERE TOLERANCE SHALL BE f 1/2 (f 12.7 mm). J ,� a N FLIP ALTERNATING i L"! APPLICABLE) 5�5 MIN. LAP PER TABLE n _ II _� 4 ° ° ° ° EXCEEDING ONE-THIRD THE SLAB OR WALL THICKNESS SHALL NOT BE IN -i k - N , °` Z 77 j MATS D20 16< q 4 Iz- - 10. ALL DIMENSIONS SHOWN FOR LOCATION OF REINFORCING STEEL ARE TO FACE OF STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILS SEE MECHANICAL AND / OR = 8 *SEE REINFORCING DETAIL 0 z A z z "� ° ° ° 4 ° . BAR AND DENOTE CLEAR COVERAGE. UNLESS SPECIFICALLY NOTED, CONCRETE ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES, ACCESSORIES, ETC. "' o > / z FOR REBAR LAPS IF z o OR z oz o p COVERAGE SHALL BE AS FOLLOWS: Q =, (n G �_ u7J_ in _ ° a 4. U x 4. ALL REINFORCING STEEL, WIRE MESH, ANCHOR BOLTS, HOEDOWN ANCHORS, AND z w REBAR IS REQUIRED AS z zz ° Q (n � L Q w Q W. Q w D ° °° CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3 OTHER INSERTS SHALL BE SECURED IN POSITION AND INSPECTED BY THE BUILDING Q SLAB REINFORCEMENT D b ,� � �' b �' �' CONCRETE EXPOSED TO EARTH OR WEATHER: (NO. 6 THROUGH NO.18) 2 OFFICIAL PRIOR TO PLACING CONCRETE. Li m w z CONTROL JOINT CONTROL JOINT D D I ° " CD D - - (NO. 5 AND SMALLER) 1 1/2 5. LOCATION OF CONSTRUCTION OR POUR JOINTS NOT SPECIFIED IN THESE DRAWINGS o - AT CORNERS i i "� J L a a ° MUST BE REVIEWED BYTHE ENGINEER. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: >_ Q 6. SAW CUT JOINTS IN CONCRETE SLAB AT LOCATIONS SHOWN ON FOUNDATION , z w -1-f " 6. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, ORNAMENTS, OR Q o_ PLAN. SAW CUT JOINTS AS SOON AS THE SLAB WILL SUPPORT THE WEIGHT BEAM BEAM BEAM SLABS, WALLS AND JOISTS: (NO. 14 AND NO.18) 1 1/2 OF THE SAW AND OPERATOR WITHOUT DISTURBING THE FINAL FINISH. NOTE: q GRADE BEAM (SEE FOUNDATION GRADE BEAM (SEE FOUNDATION (NO. 11 AND SMALLER) 3/4" ACCESSORIES REQUIRED TO BE CAST IN CONCRETE, AND FOR LOCATIONS OF FLOOR rm-• THE DISTANCE BETWEEN SAW CUT JOINTS SHALL BE 24 (8'-O" MIN.) TO REINFORCING IS ONLY REQUIRED IF THERE PLAN FOR MORE INFO.) PLAN FOR MORE INFO. FINISHES AND SLAB DEPRESSIONS. 30 (16'-0" MAX.) TIMES THE SLAB THICKNESS, UNLESS OTHERWISE NOTED. IS REINFORCING IN THE SLAB (DOWELS 90-DEG 135-DEG 135-DEG SMALLER OF THE TWO GRADE BEAMS (LARGER OF THE TWO GRADE BEAMS BEAMS AND COLUMNS: 1 1/2" m THE CONTROL JOINT SYSTEM SHOULD DIVIDE THE SLAB INTO SECTIONS OF ARE ALWAYS REQUIRED) ( SHELLS AND FOLDED PLATE MEMBERS: (NO. 6 THROUGH NO.18) 3/4" 7. HORIZONTAL CONSTRUCTION JOINTS SHALL HAVE ENTIRE SURFACE REMOVED TO o z NOT MORE THAN 250 SQUARE FEET OF SURFACE AREA, U.N.O. STIRRUP HOOKS SEISMIC STIRRUP/TIE IN THE PLAN DIMENSION) IN THE PLAN DIMENSION) (N0. 5 AND SMALLER) 1/2" EXPOSED CLEAN AGGREGATE SOLIDLY EMBEDDED. LLJ Z z 7. IF JOINTS NEED SUPPORT AT EDGES TO WITHSTAND THE ACTION OF SMALL 5/8" SMOOTH ROD x16" (TIE BENDS SIMILAR) PLAN VIEW CONCRETE TILT-UP PANELS CAST AGAINST A 8. THE CONTRACTOR SHALL FURNISH AND INSTALL 1/2" PRE-MOLDED EXPANSION o HARD-WHEEL TRAFFIC. THIS ENGINEER RECOMMENDS FILLING THE JOINTS LONG ® 12 O.C.. DOWELS A RIGID HORIZONTAL SURFACE SUCH AS A JOINTS IN ALL EXTERIOR WALKS AND SLABS AS INDICATED ON DRAWINGS, BUT IN z r WITH AN EPDXY JOINT FILLER IF SUCH USAGE IS ANTICIPATED. SHALL BE INSTALLED ® SLAB PROVIDE MAXIMUM 1/8" RADIUS J Q TOOLED EDGE WHERE JOINTS BAR 90° 135° 135° SEISMIC HOOK CONCRETE SLAB, EXPOSED TO THE WEATHER: (NO. 8 AND SMALLER) 1 NO CASE MORE THAN 24'-0" O.C. o 8. MAXIMUM RATIO OF LONG SIDE TO SHORT SIDE SHALL BE 1 1/2 1 CENTERLINE, PERPENDICULAR o OL, TO JOINT, CENTERED ON THE ARE TO BE FILLED, SAW CUT SIZE D A OR G A OR G APPROX. H SIZE D A OR G APPROX. H SEE REINFORCING 3" SEE REINFORCING (N0. 9 THROUGH N0. 18) 2 9. FOUNDATION PLATES OR SILLS SHALL BE BOLTED TO THE FOUNDATION OR w 0 9. PROVIDE CONSTRUCTION JOINT AT THE END OF CONCRETE PLACEMENT FOR JOINT, AND LEVEL. THE TOOLED JOINT. SCHEDULE FOR SPLICE CL SCHEDULE FOR SPLICE NOTES: FOUNDATION WALL WITH NOT LESS THAN 5/8" NOMINAL DIAMETER STEEL ANCHOR `L THE DAY. #3 1 1/2" 4" 4" 2 1/2" #3 1 1/2" 5" 3 1/2" LENGTH AND INFO. LENGTH AND INFO. 1. PLACE REINF. AT MID-THICKNESS FOR SLABS ON GROUND BUT MAINTAIN BOLTS EMBEDED AT LEAST 7" INTO THE CONCRETE OR MASONRY AND SPACED NOT > U ~ 10. PROVIDE 2- #4 X 4'-O" LONG AT 4" O.C. AT MID-DEPTH OF SLAB AT _• • v a. BE o CORNERS OF BLOCK-OUTS AND AT RE-ENTRANT CORNERS WHERE ; ,s �, s '' � • #4 2" 4 1/2" 4 1/2" 3" #4 2" 6 1/2" 4 1/2" aQ ° ONEEBOLTNLOCATEDRWITHHN THERE OFLEACHAEND MINIMUM OF EACH PIECE BONOT CLOSER THANIT7 m ABOVE CLEARANCES CONTROL JOINTS DO NOT OCCUR AND WHEN RE-ENTRANTIr I j 2. THE CONTRACTOR IS RESPONSIBLE FOR ADDING ADDITIONAL CONCRETE TO BOLT DIA. FROM THE END OF EACH PIECE. A NUT AND 3x3xO.229 PLATE WASHER -1 CORNERS OR BLOCKOUTS EXCEED 15% OF THE PIECE OF SLAB #5 2 1/2 6 5 1/2 3 3/4 #5 2 1/2 8 5 1/2 ° J o 11. SEE FOUNDATION PLAN FOR ADDITIONAL INFORMATION. / ° MEET THE ABOVE CLEARANCES & ALL OTHER CLEARANCES REQUIRED BY SHALL BE TIGHTENED ON EACH BOLT TO THE PLATE. Q w _ WRAP W FAM OR COAT . .4 ° 4 '1 Q TERMINATE REINFORCING W/ GREASE ONE END OF #6 4 1/2 1 -0 8 4 1/2" #6 4 1/2" 11" 6 1/2" - THESE PLANS AND ACI. TYP. ® ALL CONCRETE. CONTACT THE ENGINEER IF cn w L'I� 12. CONTRACTOR MUST FAMILIARIZE THEMSELVES WITH THE SOILS REPORT FOR WITHIN 12" OF CONSTRUCTION DOWEL TO ASSURE SLIPPAGE i� J 4 THERE ARE ANY QUESTIONS BEFORE BEGINING CONSTRUCTION & / OR 10. WATER USED IN MIXING CONCRETE SHALL BE CLEAN AND FREE FROM o SUBGRADE/SUB SLAB PREPARATION AND FOLLOW ALL RECOMMENDATIONS. #7 5 1/4" 1'-2" 9" 5 1/4" #7 5 1/4" 1'-0 1/2-1 7 3/4' ° _� z I INJURIOUS AMOUNTS OF OILS ACIDS ALKALIS SALTS ORGANIC MATERIALS JOINT �, FABRICATION. Q 13. ANY FLOOR SLAB HOLES FROM THE ATTACHMENT OF PANEL CHAMFER AND APPLY BOND BRAKER TO " " ° OR OTHER SUBSTANCES THAT MAY BE DELETERIOUS TO CONCRETE OR #8 6 1 -4 10 1/2 6 #8 6 1 2 1/2 9 (n I = REVEAL STRIPES SHALL BE PROPERLY PATCHED PRIOR TO SEALING 12 MAX. TYP. JOINT PRIOR TO SECOND �. ° 11. ALL SPLICES IN CONTINUOUS REINFORCEMENT OR REINFORCING AS USED IN WALLS, REINFORCEMENT. NONPOTABLE WATER SHALL NOT BE USED IN CONCRETE. z SAME SIZE REBAR AS THE LARGEST o ~ a FLOOR SLABS. SLABS 3" MIN. TYP. POUR NOTE: REBAR REQUIRED IN EITHER OF THE FOOTINGS, ETC. SHALL BE AS SPECIFIED IN NOTE 14. VERIFY WALL BARS co I 14. BUILDING SLAB IS NOT DESIGNED TO SUPPORT CRANE LOADS, CONCRETE MIXING - SHALL BE SPLICED AT OR NEAR FLOOR LINES. BARS MAY BE WIRED TOGETHER AT 11. CONCRETE SHALL BE DEPOSITED AS NEARLY AS PRACTICABLE IN ITS FINAL POSITION z TWO FOOTINGS SAME NUMBER OF n -i 4 w TRUCKS, OR OTHER SPECIFIC CONSTRUCTION LOADINGS. IF SUCH LOADS OCCUR _ 1. ALL REINFORCEMENT SHALL BE BENT COLD, UNLESS OTHERWISE PERMITTED BY BARS AS IN THE SMALLER FOOTING ° � SPLICES OR LAPS EXCEPT FOR TOP REINF. OF BEAM AND SLABS, OR WHERE TO AVOID SEGREGATION DUE TO REHANDLING OR FLOWING. CONCRETE SHALL BE � z� DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO UPGRADE - THE BUILDING OFFICIAL. LINED UP WITH THE BARS IN THE HY SEE REINFORCING SPECIFICALLY DETAILED TO BE SEPARATED. ALL REINF. SPLICES OR LAP SPLICES CARRIED ON AT SUCH A RATE THAT CONCRETE IS AT ALL TIMES PLASTIC AND oo THE SLAB THICKNESS AND PROVIDE ADDED REINFORCING AS REQUIRED. ANY 6" LONG KEY SMALLER FOOTING SHALL BE LOCATED AS INDICATED ON THE PLANS IF SPLICE OR LAP LOCATIONS FLOWS READILY INTO SPACES BETWEEN REINFORCEMENT CONCRETE THAT HAS o U I DAMAGE CAUSED TO THE SLAB SHALL BE REPAIRED AT THE CONTRACTOR'S ®18" O.C. N 2. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT, SCHEDULE FOR SPLICE w LENGTH AND INFO. ARE NOT INDICATED ALL LAP & SPLICES SHALL BE STAGGERED 2'-O" O.C. PARTIALLY HARDENED OR BEEN CONTAMINATED BY FOREIGN MATERIAL SHALL NOT Q Q z EXPENSE PER THE OWNERS REQUEST. - EXCEPT AS SHOWN ON THE DESIGN DRAWINGS OR PERMITTED BY THE z 12. CONCRETE SHALL NOT BE DROPPED THROUGH REINF. STEEL AS IN WALL SO AS BE DEPOSITED IN THE STRUCTURE. cin o- 15. WHERE DEPRESSIONS OCCUR IN THE SLAB BELOW THE NORMAL T.O. SLAB ELEVATION • . ° : • • • . A. BUILDING OFFICIAL. GRADE BEAM (SEE FOUNDATION GRADE BEAM (SEE FOUNDATION ( ) a TO CAUSE SEGREGATION OF AGGREGATES. IN SUCH CASES HOPPERS AND VERTICAL m > 0 TO ACCOMMODATE THE REQUIREMENTS OF THE ARCHITECTS OR PLUMBING PLANS, THE '• ., ^� •• ,.A ; a. PLAN FOR MORE INFO.) PLAN FOR MORE INFO. 12. ADDITIVES AND ADMIXTURES TO CONCRETE SHALL NOT BE USED UNLESS APPROVED w z SLAB SHALL BE THICKENED TO MEET THE REQUIRED SLAB THICKNESS REQUIRED (SMALLER OF THE TWO GRADE BEAMS (LARGER OF THE TWO GRADE BEAMS CHUTES OR TRUNKS SHALL BE USED. CHUTES OR TRUNKS SHALL BE OF VARIABLE BY THE ENGINEER OF RECORD. 'o I o M BY THE FOUNDATION PLAN. SEE THIS DETAIL FOR OTHER REQUIREMENTS STANDARD HOOK DETAILS IN THE DEPTH DIMENSION) IN THE DEPTH DIMENSION) LENGTHS SO THAT FREE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED -J z = 16. THE MINIMUM SLAB THICKNESS IS 4 CONT. KEY9 FIVE (5) FEET AND SUFFICIENT NUMBER SHALL BE USED TO INSURE THE 13. THE EXTERIOR FLATWORK SHOULD BE POURED SEPARATELY IN ORDER TO ACT z W z 17. THE MINIMUM SLAB REINFORCEMENT FOR SLABS UP TO 5" THICK IS 1 1/2" Ibs. 3/4 1 1/2 NO SCALE [ C:i:,` CONCRETE BEING LEVEL AT ALL TIMES. INDEPENDENTLY OF THE WALLS AND FOUNDATION SYSTEM. SEE CIVIL / ARCH. ,11 o m OF FIBERMESH PER CUBIC YARD OF CONCRETE U.N.O. WALLS AND FOUNDATIONS ® SECTION 13. REINFORCING BARS SHALL NOT BE RE-BENT WITHOUT APPROVAL OF ENGINEER. PLANS FOR EXTERIOR FLATWORK INFO. 0 1 � I Z " " 4db OR BENDS SHALL BE MADE COLD. w IJJ � 18. THE MINIMUM SLAB REINFORCEMENT FOR SLABS 5 THICK & UP IS #4 ®18 O.C. 14. FOOTINGS SHALL BE LOCATED ON CENTER LINE OF WALL, PILASTER, OR COLUMN m O D� E.W. CENTERED IN THE SLAB 2 1/2 UNLESS OTHERWISE NOTED. a_ o 0< 19• AN IMPERVIOUS MEMBRANE (VAPOR BARRIER) SHOULD BE PLACED UNDER ALL MIN. SPLICE AT DIFFERENT SIZE GRADE BEAMS 14 15. AGGREGATES SHALL CONFORM TO ASTM C33. L11 (D � < SLABS (THE ONLY EXCEPTIONS IS A SLABS WHERE MOISTURE TRANSMISSIONS CONSTRUCTION JOINT TYPICAL REINFORCEMENT SPLICES & EMBEDMENT LENGTH Q W z � � o - 180' HOOK THROUGH THE SLAB WILL NOT DAMAGE, ALTER, OR HARM ANY PART OF THE E 4 ° (IM-IEaAPPUCABlE� NO SCALE 16. CONCRETE MIXES SHALL BE DESIGNED BY A TESTING LABORATORY APPROVED BY THE a_ ° /_ J o 0 STRUCTURE, INTERIOR, AND OCCUPANTS). A 10 MIL. (MIN.) MEMBRANE SHOULD REBAR EMBEDMENT EMBEDMENT ENGINEER. MIXES SHALL CONFORM TO APPLICABLE BUILDING CODE REQUIREMENTS, J J ° ° SPLICE LENGTH, INCHES ♦♦^^ LL BE USED THAT MEETS THE REQUIREMENTS OF ASTM E1745, THE MEMBRANE ■ • 4 0 SIZE W/ HOOK W/0 HOOK REGARDLESS OF OTHER MINIMUM REQUIREMENTS SPECIFIED HEREIN OR ON THE V) 0 cn > JOINTS SHOULD BE SPLICED & TAPED TYP. 1/8" RADIUS (TYP.) APPROVED CAULKING ° 4 S. E E EE APPROVAL o = ., ° ° ° 24" 9" 21" BEFORE USE.I DESIGNS SHALL L SHOW SPRO PROPORTIONS OF CEMENT,ENGINEER FOR z 20. 2 OF MOIST CONCRETE SAND (ASTMC-33) MUST BE PLACED UNDER ALL " AFTER CONCRETE ° BUILDING WALL ABOVE - ELEVATION OF COMPACTED #3 ( EXPANSION�JOINT, HOLD IS IN PLACERMED FIBER ° VERTICAL I CD OR UNDISTURBED AGGREGATES AND WATER, AND GRADATION OF COMBINED AGGREGATES. U w Q . . f z z SLABS BETWEEN THE BOTTOM OF SLAB & TOP OF VAPOR BARRIER OR NEXT / cn C) LAYER DOWN AS REQUIRED BY THE SOILS„ REPORT). 1/2 DOWN FROM TOP .. „ „ �, SINGLE BARS ® SLAB ABOVE ADJACENT SOIL #4 32 12 27 17. PROVIDE 3/4" CHAMFER AT EXPOSED EDGES OF CONCRETE, UNLESS OTHERWISE � \� Q w 21. THE VAPOR BARRIER SHOULD REST ON 4 OF 3/4 CLEAN CRUSHED ROCK OF SLAB • a n 1. 4db OR WALL #5 40" 15" 33" SHOWN. 0 5 0 J U.N.O. (THIS RECOMMENDATION IS ONLY REQUIRED ® SITES WITHOUT A SOILS ^ '� ti' 5° SLOPE Lj� 2 1/2" LOCATIONS 18. SECURE REINFORCING ANCHOR BOLTS INSERTS ETC. RIGIDLY IN PLACE PRIOR z ♦^ > REPORT RECOMMENDATION FOR SUB SLAB PREPARATION) - „ „ L`' CONCRETE SLAB MIN' ADDITIONAL FOOTING DEPTH 6 48 18 38 TO POURING CONCRETE. [-- 6zo z 22. ALL REFERENCE TO FIBERMESH IN THESE PLANS REFERS TO THE PRODUCT � w Q ° ° 180' HOOK MAY BE REQUIRED TO MEET I I I #7 69" 21" 53" 19. SUPPORT HORIZONTAL REINFORCING ON GALVANIZED CHAIRS EXCEPT MORTAR BLOCKS � r- BY SI CONCRETE SYSTEMS FIBERMESH 300 TYP. U.N.O. 1/2 ° Q , . ° . THE ADJACENT GRADE IIIA Q 5' MIN. OR OTHER APPROVED METHOD OF SUPPORT AT FOOTINGS, AND SLABS ON GRADE. m 0f A DETAIL • ° 4 REQUIREMENTS. CONTRACTOR 45' MAX. #8 78 24 59 NOTE THAT BRACING AND LIFT INSERTS, AND CHAIRS AT TILT-UP PANELS, NEED 0 ° ° III III 1Ii III-III- ° ° ° & CIVIL ENGINEER MUST /' NOT BE GALVANIZED BUT SHALL HAVE PLASTIC TIPS. Z EXPANSION / ISOLATION JOINT °° COORDINATE THE REQUIRED - A '� ft•• I-I I -� 6 TMP R&M12;; #9 88" 27" 65" 20. REMOVE FORMS AT FOLLOWING MINIMUM TIMES AFTER POURING: AT SLAB EDGES - C) 3 I SEE NOTE #10 F 4 VERTICAL DEPTH OF FOOTING IF =i I � 'A,. • • o III CLR. MAX. " 24 HOURS; AT WALLS LESS THAN 4 HIGH - 36 HOURS. Ld r ° APPLICABLE #10 98 31 73 (PROVIDE WHERE ° °. 4 ° BARS 21. CONSTRUCT FORMWORK TO MAINTAIN TOLERANCE AS OUTLINED IN ACI 347. ° . �; U.N.O. Q Q w CONTROL JOINT #5 BARS x16" LONG 012" O.C. ( 0 SLABS: W/ 3/4' ° 4 WALL FOOTING DEPTH AS - -I I I n 4 #1 1 108•• 35" 81" DOES NOT OCCUR) 8 CUSHION ON SIDES OF DOWELS. NOTE: THE OWNER MAY 0 ° • ° 6 °4 ° ,6 a LOCATIONS REQUIRED BY THE PLANS I- FORMWORK SHALL BE REUSED IN ACCORDANCE WITH ACI 347. = Q EMBED CHOOSE TO USE #5 REBAR DOWELS x 16" LONG 4 i II _ m O O „ n ° (THE FOOTING DEPTH I I SPLICE 22. TRENCHING OF GRADE BEAMS SHALL BE EXCAVATED IN ORDER TO PROVIDE THE � m ( ®12 O.C. W/ OUT THE 3/4 CUSHION. THIS OPTION ° ° MUST BE AT LEAST AS LENGTH EMBEDMENT � CONTROL J INT MAY RESULT IN MORE SLAB CRACKING.) W W LENGTH INTO BEAM CROSS SECTION INDICATED. BEAM AND SLAB DEPTHS AND WIDTHS AS z DOUBLE DE THE PRO EEP AS QTIREDOIBS CONCRETE INDICATED ARE MINUMUM ACCEPTABLE SIZES. LARGER SIZE BEAMS AND SLABS z CONTROL JOINT ___-------_ • FORMED BY LESS ACCURATE TRENCHING MAY REQUIRE ADDITIONAL REINFORCING w v O O I U.N.O. C'S REPORT CONTACT THE FOOTING WIDTH AS REQUIRED NOT SHOWN WHICH SHALL BE DETERMINED BY THE ENGINEER DURING LJ r �� a•° NEW CONCRETE NOTE: ENGINEER IF THERE ARE BY THE PLANS C' Q CONTROL I (� .a SLAB THICKNESS THIS DETAIL DOES NOT APPLY TO PAD FOOTINGS STANDARD CONSTRUCTION REVIEW. ALL LOOSE DIRT FROM SIDES AND BOTTOMS OF TRENCHES Q JOINTS1. ANY DISCREPANCIES BE HOOK ENCHS OF • , '•. REBAR TO SHALL BE REMOVED HAUCHES SHALL BE CUT ON EACH SIED OF TR >_ " SPLICED m ° 4" MIN. •' ; .� Ji 4 MIN. NOTE: ADEQUATE SIZE TO MAINTAIN THE VERTICAL SIDES OF THE TRENCH. Q ISOLATION JOINT THIS DETAIL ADDRESSES ADJACENT GRADE LOCATIONS W/ RESPECT TO THE � USE SIMPSON CONCRETE SURFACE OR 'L' DETAIL (PROVIDE BOND SET EPDXY 12" 10 TERMINATION OF CONCRE FOUNDATION. SEE THE FOUNDATION & CIVIL PLANS FOR MORE INFO. ALSO 1 BAR DIAMETER CONCRETE NOTES o BREAKER) SEE FOUNDATION NOTES DETAIL FOR MORE INFO. MAX. JOINT IN CONCRETE w z B EXISTING CONCRETE NEW CONCRETE BEAM/WALL % , o THINNER SLAB SIDE THICKER SLAB SIDE _ m ADJACENT GRADES TO FTG. 15. ALL REINFORCING SHALL BE DETAILED, FABRICATED AND PLACED, IN � 3/4" SQ. CUSHION DOWELS x16" LONG / ACCORDANCE WITH THE LATEST ACI DETAILING MANUAL. PIPES PERMITTED � � m- ®12" O.C. CUSHIONING TO OCCUR AT SIDES JOINING (E) CONCRETE W/ (N) CONCRETE NO SCALE l.,Cl,`.0 IN THIS AREA = U- Q �� OF DOWELS ONLY NOTE: THE OWNER MAY G 16. ALL REINFORCING SHALL BE SUPPORTED IN FORMS, SPACED WITH NECESSARY /��/� ~o w o tk (IF APPLICABLE) ACCESSORIES AND SHALL BE SECURELY WIRED TOGETHER, IN ACCORDANCE WITH /�\//�\/ >_ � - CHOOSE TO USE #5 REBAR DOWELS x 16" NORMAL BOT. OF FTG. ®,rj\/ z H n n n _ THE LATEST EDITION OF THE CRSI MANUAL OF STANDARD PRACTICE � /\\.'"°�, Q m LONG ®12 O.C. OR 3/4 0 x 16 LONG NORMAL FINISHED ELEVATION OF d X 1" CLEAR BETWEEN ":I 18" MIN. //\� z 01-- 0 ROL JOINT BUILDING SLAB m PIPE AND SLEEVE. • III- \'°/I ... o �w SMOOTH DOWELS ®12" O.C. THIS OPTION N � REINFORCING Q � � \/\ MAY RESULT IN MORE SLAB CRACKING. L - DEPRESSED SLAB 3 (TYP- Z I .) LLJ III \\\/ ��j�\ 817 --d - (SEE ARCH L. PLANS _ _ __ _ CONCRETE FILL TO BE w THINNER a ' '( ''--<;_?,i ` ;r;::; e. • \\\\ cn I SLAB a . a SLAB ER SEE FOUNDATION FOR ; '' .•' g' FOR DEPRESSION DEPTH) �� 2- #6 AT HEAD PLACED BEFORE FOOTING „ a •,' I_- � m THICKNESS ®. • ' a,,, SLAB THICKNESS �'. UNLESS NOTED 32 DIA's 32 DIA's IS POURED - MAKE d o� `. � \ o °•' THICKNESS - z ..�- �. \ Q d iL ' _ 1 .s d. SEE FOUNDATION FOR OTHERWISE is � SAME WIDTH AS FOOTING -- o w a SLAB THICKNESS N AND FULL WIDTH OF .f f t'" f�-�I f" -' I_- I i z r Q i a s Ji 2 x d 1, :• 2_ 5 32 DIA's 16 DIA's o PIPE TRENCH. (TYP.) 1 _I J p M i # TYPICAL ^ • m N 2 3- _ w - • �.• .•. �' b ' A .• • ••1 ' FOR PIPES PASSING UNDER -f i o (4" MIN.) d d (4" MIN.) d + 4" d + 4" (1) #4x48" LONG .• ••�� ' ' a as ' .• FOOTING 36' OR LESS BELOW PIPES IN BACKRLLED TRENCHES Q AT CORNERS a g " �' I . ', a 6. - ; ; . . ' p ;a:� ; ^ A NORMAL BOTTOM OF FOOTING, B PARALLEL TO FOOTINGS Q JOINING OF SLABS OF DIFFERENT THICKNESSES SLAB DEPRESSIONS / 2451 ol � a s � U J f= Z � Q � C (IF APPLICABLE) H (IF APPLICABLE - SEE ARCH-L. PLANS FOR LOCATIONS, DEPTH, & DIMENSIONS) TYP ' < m m En Q � ' I a� rNi 2 NOTE: Q E= m w z NOTE: s ' 1 co SEE TYPICAL STEPPED Q TYPICAL SLAB ON GRADE SEE "TYPICAL REINFORCEMENT AT PANEL OPENINGS (AND KNOCKOUTS)" FOR . $� , �`,^ 1 FOOTING DETAIL L a U) of r� FOR REINFORCING. Q Y TYPICAL CONCRETE WALL PANEL REINFORCING. Jz z NO SCALE . O s; � ALL DOUBLE CURTAIN o X w -i � Q o Q o Of ° � o � amI- z � Z z OPENING IN CONC. FLOOR SLAB OR WALL _ w W Ln Z 32 DIA's 32 DIA's 16 DIA's � m m � c� _ >_ z z Z L�j NO SCALE ;C 0; 12" MIN. io „ a_ v=i z z o z o 0'w o 1= w z J w J ti U w ^' ,p 'n,• .•.'a . .b • U U U d m U m 0 FOR PIPES PASSING UNDER FOOTING OVER 36' BELOW Q °w • "' ' ' ". .� ° • . , NORMAL BOTTOM OF FOOTING, STEPPED FOOTING IS REO'D. : . • a C � Q 1 � Q co I� co I� cn I� Ucf) a da A+ N � Q N O N O I , . 0 m RELATIONSHIP OF PIPES U 4 � N 2 = z = 7RENC/ES TO F00TAW NO SCALE G a a g 0- � w Q B SINGLE CURTAIN 00-1 z PA/PM: CD I-- < DRAWN BY: PH w z = 4 REINFORCING LA "' AT CONC. ��R� BYA JOB NO.: 12109 QWALL AND F007M/YTERSECTM NO SCALE _ �' 73PE�� z V > LLj Q SHEET REGONz OIV z w Q �yg 20 oJ� � Q ,_I BRAD YOUNG 8. ASSOCIATES, INC. �F), (�'eE S1m2 S'IR_UCTURA'L ENGCN��RI NG "" 'i , w w 1320 W.HERNDON AVE.SUITE 101 FRESNO,CALIFORNIA 93711 EXPIRATION DATE: 6-30-2014 w J PHONE:(559)222-9600 FAX:(559)222-9633 = J Q d I- ES /EN isles CRC, 1. ALL BUTT WELDS SHALL BE COMPLETE PENETRATION WELDS. Cr HEADERS SUPPORTING EXTERIOR WALLS " 3/4" ROOF 2. ALL WELDING OF STRUCTURAL STEEL MEMBERS SHALL BE DONE BY CURRENTLY � � SHEARWALL INFO. ES EN SEE PLAN FOR 1"X 1 1/2 z C- OF ALL STUDS SHOWN ARE 18 a. / WALL STUD BOTH SIDES 8' MAX. CERTIFIED WELDERS AND DONE IN CONFORMANCE WITH THE A.LS.C. AND A.W.S. o oCf) HEADER # OF HEADER TRIMMER # OF g SHEARWALL INFO. END STIFFENER " � SPECIFICATIONS. ALL WELDING SHALL BE ACCOMPLISHED " PL SHED USING THE SHIELD W - W IN 1 16 3 4 SPAN MEMBER MB TO MATCH STUD MEMBER MEMBERS DOUBLE MIN. USE THICKER SECTIONS 3 4 DEPTH IN ( ( STUDS & KING ( / / 1/2 / METAL ARC WELDING - � PROCESS SMAW WITH a ( usG 1 1 2 x 1 H E7 XX ELECTRODES OF THE (FT) THICKNESS MIN. AT STACKED BOX STYLE >: L >:_ >: >:. <:.. «<. >< "<.<. ««. (2) #8 SMS GAUGE ® PUNCH 3/4 " / m WHEN REQUIRED BY SHEARWALL o MIN. BEAMS THICKNESS STUDS OUT LOCATIONS - 1/2 x 16 GA. CLIP SUBMERGED ARC WELDING PROCESS (SAW) WITH E7X-EXXX ELECTRODES OR THE Q to m ) STUD CQALLOUT) DOUBLE ROW OF ES/EN (USE TI HT SILL TRACK 3/4" ANGLE 1/4" LESS FLUX-CORED ARC WELDING PROCESS (FCAW WITH E71T-8 ELECTRODES (E70T-4 o Q El' L STACKED TEST REQUIRED SPACING FROM LENGTH THAN STUD ELECTRODES ALLOWED FOR SHOP WELDING ONLY) LOW HYDROGEN ELECTRODES ES /EN ADJACENT WALLS), TYP. 6 METAL STUD WIDTH (4) #8 SMs SHALL BE USED AND KEPT DRY, AND PARENT METALS SHALL BE PREHEATED IN w v m L'i BEAMS 054" 2" 3 2 .054 3 .054 S AS SHOWN ACCORDANCE WITH AWS STANDARDS. NO WELDING PERMITTED ON MEMBERS : "i 0 # FLOOR OR TOP OF SUPPORTING LOADS. W 28 OR FULL ( ) ( ) II II 8 SMS E.S. BOTH SIDES I/2 � X3 TITEN HD FULLY SHEATHED z z MAX 0 20" SCREWS ® 52" O.G. (MAX. SCREW ATTACHMENT INC BOTH SIDES OF 3. WHERE THE CONTRACTOR REQUESTS WELDING TO BE USED IN LIEU OF BOLTED I/2 x3 TITEN HD BGREWS SECTION SEE FOUNDATION PLAN ALL STUDS SHOWN ARE 18ga. SEE FOUNDATION PLAN ® 52" O.G. (MAX. 5PACINO) 1/16 3/4" SPACING) U.N.O. WITHIN THE STUD) PORTION CONNECTIONS SUCH WELDING SHALL BE DONE ONLY WITH THE ENGINEERS PRIOR � _< C z ES /EN FOR COLUMN INFO. (CENTER MIN. (USE THICKER SECTIONS FOR COLUMN INFO. (CENTER THE STRUCTURAL PLANS, 3 5/8" THRU 8" MEMBERS o 00 < I I I I I I I :]= S OR COLUMN IN THE WALL, WHEN REQUIRED BY SHEARWALL COLUMN IN THE WALL, U.N.O. WITHIN THE TYP / " OF THE WALL APPROVAL. U w EE PLAN F TYP. U.N.O. STUD CQALLOUT) TYP. U.N.O. STRUCTURAL PLANS, TYP. BRIDGING DETAIL * 8' O.C. w e m NOTE: 4. HOLES PUNCHED OR DRILLED IN BEAMS SHALL BE AS FOLLOWS UNLESS NOTED SHEARWALL INFO. r ALL STEEL STUDS ARE DESIGNATED PER THE SSMA STANDARD FOR EXAMPLE: ALL STUD TO (VERTICAL) MAX. REQUIRED IF OTHERWISE ON THE DRAWING: HOLES FOR BOLTS SHALL BE 1/16 LARGER THAN Q FOR A 6" HEADER W/ .043" MEMBER THICKNESS W/ "W" = .162~ SILL TRACK ATTACHMENT ELD ATTACHMENT THE NOMINAL DIAMETER OF THE BOLT WHERE CONNECTION IS OF SHEAR TYPE, AND o _� o W/ MEMBER STYLES USE: 6005162-43 A.1 (A-A2 THERE IS NOT SHEATHING ES 3/16" LARGER WHERE CONNECTION IS OF BEARING TYPE ON CONCRETE OR oz �� ENDWALL SHEARWALL W/ STEEL COLUMN �nSTEEL COLUMN WITRHIN A SHEARWALL sMs coNNECTiowe-DMCo�cTM MASONRY. w col � A p! OF THE STUD FOR THE FULL � P L11 5 A PROVIDE 3"x18 ga. (MIN.) CONT. STRAP REQUIRED BRIDGING: IF UNSHEATHED PORTION OF A WALL 5. ALL STRUCTURAL STEEL AND MISCELLANEOUS STEEL SHALL RECEIVE ONE SHOP m M o EDGE SCREWS ® ALL HORIZONTAL PANEL EDGES IS GREATER THAN 8'-0" IN HEIGHT, ROWS AT 4'-0"MAX. 8.1 LENGTH OF THE STUD COAT OF RED OXIDE OR ZINC CHROMATE OR APPROVED EQUAL BASE. o U) - (4) #12 SMS TO KING STUD SEE SCHEDULE FOR EDGE SCREWS NOTE: am OOW�ECTION Ei ( MORE INFO., TYP.) - (SEE SCHEDULE FOR 6. ALL STRUCTURAL & MISCELLANEOUS STEEL SHALL CONFORM TO THE FOLLOWING Q au �< - --- - - ROTATE SHEATHING 90' FROM METAL STUD 7w _.J o- TRACK (OF THE SAME GAGE AS MORE INFO., TYP. EQ. STANDARDS: o SEE SCHEDULE FOR THE WALL STUDS) WEB TO WEB ) EDGE SCREWS WHAT IS SHOW WHEN USING ROOFJw Lj < (� GAGE & Fy STEEL COLUMN ® THE END OF 1/16 (SEE SCHEDULE FOR 7/16" SHEATHING & THINNER. TYP. a) WIDE FLANGE MEMBERS (W, S, AND HP SHAPES) ARE TO BE ASTM A992 Q °7 A SHEARWALL, WHERE / IF APPLICABLE LL 1/8" EQ. _to_ MORE INFO., TYP.) (Fy=50ksi) IN ACCORDANCE WITH AISC. � O WEB OF -. TOP PLATE . 1/16 3/8 NP' b) CHANNELS ANGLES TEES, AND MISCELLANEOUS AISC STEEL SHAPES ARE o 7T1 " METAL STUD BOTH SIDES TO BE ASTM A36. Fy=36 KSI MIN. LINO w Li TRACK SHEATHING SEE SCHEDULE FOR 4� ; IT/ / - IT'' 1'� 1I [T^ Tf �; � M o ( MORE INFO. 2 0 MIN. SHEATHING I, TRACK #8 SMS ® 12 O.C. E.S. AT 1/4 PTS. 1/16 1 METAL STUD � 1 I /� 1 I : I f ,1:1 I I I I : I I I I {; STAGGERED (6" O.C. TOTAL) c) HIGH STRENGTH BOLTS: ASTM r A325N 1/2" TO 1 DIAMETER o m DIMENSION EACH WAY, TYP. INCLUSIVE FY=92 KSI. 1 1/8 TO 1 1/2 DIAMETER INCLUSIVE z m 00 Ik; II � '' II II If ; ; � II II ; If II 1 I1 I I 1 ; v � _ -'� EDGE SCREWS STAGGERED 1 I I / " METAL TRACK FY=81 KSI y � 7 o o DOUBLE STUD LOCATIONS I � 1 I 1 1 I 1 I1 I I 1I I 1 �;I #12 ® 6 O.C. a 1 1 2 CRC, 16 GA. o� U) = 1 NOTCH FLANGES & (SEE SCHEDULE FOR 11'' I I I I I l I i I . j I I I I I` I 1 I L, 1I. 1'' STAGGERED " d) ASTM A-307 BOLTS SHALL BE USED UNLESS OTHERWISE NOTED. o Cf z O RUN STUD WEB OUT MORE INFO., TYP. I - H' I 1I I I I` I ll" I I l °0 FLOOR OR TOP OF FULLY SHEATHED #8 SMS ® 12 O.C. E.S. e) STRUCTURAL PIPE SHALL CONFORM TO A.S.T.M. A-53 GRADE "B" Fy=35 KSI. MIN. ~ LUw ) 11 II 11 II II II II. o o AS SHOWN ® JAMB - - - -� f - - STUDS ® 16" O.C. WALL WIDTH BOTH SIDES OF THE STUD METAL TRACK = 60 I I STUDS ( ( ) f) STRUCTURAL TUBING SHALL CONFORM TO A.S.T.M. A-500 c� o 1 11 .. METAL TRACK �► I! I I I f l I f !f I I I I l l [I 11 1 x 2oga., U.N.O.) PORTION OF THE WALL GRADE C Fy=50 KSI. O w w o `� o u u- o 1 B I DOUBLE STUD W/ TRACK x 18ga. BRIDGING DETAIL w 8' O.C. 8 SMS E.S. m o V) -�t 0 lt� I6 12 S.M.S. EACH STAGGERED VERT. PLYWOOD 111 1 I 1 I I 1 11 : ;1 11 l; 1) I f 11 11 `: 1 11 1( �,I HOEDOWN U.N.O. SINGLE STUD W/ # EA g) ANCHOR BOLTS: ASTM A307 TYPICAL. u u oD a ZI -w- I _ll__ i-- 4- SIDE OF JAMB STUDS JOINTS, TYP. t' I 1 ' 1 1 1 1 1 11 1 I II 1 1 1 1 11 1i TRACK® LOCATIONS W/ OUT (VERTICAL) MAX. REQUIRED IF STUD 1/16 3/4 h) HEADED STUDS: ASTM A108. m '� ¢, o N � �, 1 I I` 1 11' A HOEDOWN (U.N.O.) v 5 O N Li WEB OF o 0 0 o I I .I I I I I 1 I r.. STEEL COLUMN IN THE SHEARWALL, i) WELDING ELECTRODES: E70XX Q Q, � •U N O1 z Q TRACK I/4 FIELD SCREWS I L, SEE PLAN FOR MORE INFO. THERE IS NOT SHEATHING ES a (SEE SCHEDULE FOR I ' 1 I I . 1 I I :1 I I 1 1, I f WHERE / IF APPLICABLE (I :11 ,I 1 11, "., m - W 12 S.M.S. ® 18" O.C. MORE INFO., TYP. 1,�1,' ��; I I 11 f I II 'j I! I f I I I I I I I f:,l ,`I I ;I f I I 11`; 1) ALL PLATES, MISC. SHAPES, AND STRUCTURAL SHAPES (AISC, etc.) USED m # " ) HOEDOWN OF THE STUD FOR THE FULL AS PART OF A CONNECTION, DOUBLER PLATES, CONTINUITY PLATES, ETC. > MAX. & 6" FROM ENDS #12 ®12 O.C., TYP. I Nj I I I I I' 111 I I I 1 ;I I I I : I I f ',I. ° IN THESE PLANS SHALL BE MADE OF EQUAL MATERIAL MATERIAL �' vS WIDTH OP WALL TYP. T&B. 1; ; I I TRACK LENGTH OF THE STUD MULTIPLE STUDS COLUMN MULTIPLE STUDS COLUMN ( z z Q 3 5/8 MIN. TRACK OF THE 18 ga. SILL PLATE, U.N.O. 111 I I I I I 1 I I I I I I I I I 11 1 I I Il B.2 M��1C�TL•�� C.1 �� C.2 PROPERTIES, GRADE, YIELD STRENGTH, ETC.) AS THE MAIN STRUCTURAL 0- ' SEE CHART FOR # of I I SAME GAGE AS '' I I : : 11 ' I I I I 11 1i' I l l I� I I ' 11 1 I I I I') 'I Cf) 0w THE STU " li SHEARWALL HOEDOWN AS REQUIRED WELDED COPNECT10N.r rr CSN to to M\ rr r. WR ., TED, TYP. MEMEBERS BEING CONNEC o HEADER MEMBERS THERE I I I I I I I I I 1; t. I I 11 11 I 1 (I f l ,,.� ..,,I I I l I I BY PLANS, SEE PLAN FOR 6 4 O.C. (MIN. 24 O.C. 6 6 24 O.C. 24 O.C. 6 6 , 24 O.C. 7. LIGHT GAUGE COLD-FORMED STRUCTURAL STEEL SHALL CONFORM TO THE �_ MUST ALWAYS BEA I I;r _ SIZE & LOCATION 2" U.N.O. MIN. MIN. MIN. MIN. SPECIFICATIONS OF THE AISI - GENERAL - 04 AND AISI - NAS - 01 MEMBER ON EA SIDE w I SEE PLAN FOR a a ` ') d °' ° #8 EDGE SCREWS U.N.O. U.N.O. U.N.O. U.N.O. z aIF APPLICABLE) #8 EDGE S REWS #8 EDGE SC EWs 8. LIGHT GAUGE STRUCTURAL STEEL SHALL BE SHAPED AS SHOWN IN THE A.I.S.I. Q o - BEARING FOOTING THICKNESS a a .a a.�f_END OF SILL (AT END OF WALL OR ( DESIGN MANUA UNLESS SPECIFICALLY OTHERWISE CALLED FOR° ° °. d dTC 0 I eWITHIN THE WALL LENGTH) L, � con SEE CHART FOR # OF I I I SINGLE TRIM �4 16" O.C. 6" FROM THE END N + CZ) + + 9. ALL ENDS OF EXPOSED STRUCTURAL SHAPES AND TUBE STEEL MEMBERS SHALL "' c;dHEADER MEMBERS THERE STUD LOCATIO TYP. U.N.O. CO TYP. ® ENDS0 11 + + + + - + + + + o MUST ALWAYS BEA I HAVE 1/4" CAP PLATE WITH WELDS GRIND SMOOTH. o W z MEMBER ON EA SIDE I I I - 5/8" 0 x 5" TITEN HD ® 16" O.C., TYP. U.N.O. -__r „ ===d „ 10. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL TEMPORARY SUPPORTS W z DOUBLE TRIM #8 SMS ® 12 O.C. #8 SMS ® 12 O.C. _ D LOCATION EDGE SCREWS + REQUIRED FOR ERECTION. IF ERECTION BRACING IS REQUIRED IT IS TO BE ~ MIN. NP. MIN. TYP. z (SEE SCHEDULE FOR + + PREPARED BY A LICENSED ENGINEER. J < TRACK OF THE MORE INFO., TYR) - #8 SMS ® 12" O.C. z , z � z CO MIN. TYP. � � 11. ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LATEST o o w SAME GAGE AS REVISED EDITION OF THE AISC MANUAL OF STEEL CONSTRUCTION, WHICH INCLUDES LL THE STUDS NOTE: cS (3 I = o = o o THE SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, THE CODE OF STANDARD � Li w F- 1. A MINIMUM OF (3) SHOT PINS SHALL BE PLACED WITHIN ANY ONE PIECE OF SILL LENGTH. + O z z > ® SINGLE KIN VERTICAL PANEL JOINTS MAY LINE UP WHEN PRACTICE AND THE AWS STRUCTURAL WELDING CODE. o wo STUD LOCATIO 2. USE A WASHER ®EACH EXPANSION OR EPDXIED ANCHOR IF USED - SEE WASHER SCHEDULE FOR SIZE. THE STUD ®THE JOINT IS A 18 ga. x 1 5/8" o 0 1/2"O x 4" TITEN HD, TYP. � d- = LLJ cn Z1. N N 12. GROUTING OF COLUMN BASE PLATES: BASE PLATES SHALL BE DRYPACKED OR C° a o- 3. SEE WOOD NOTES FOR MORE INFO. ON THE SHEATHING. FLANGE OR GREATER STUD. z o w o I I d- �� + + GROUTED WITH 1 1/2" NON-SHRINK GROUT OR EQUAL. MINIMUM COMPRESSIVE Q c11 wn L_ 4. SEE STEEL NOTES FOR MORE INFO. ON THE STEEL STUDS & ATTACHMENTS. `� STRENGTH SHALL BE 4000 PSI AT 28 DAYS. ALL SURFACES SHALL BE PROPERLY = G 5. SEE CONCRETE NOTES FOR MORE INFO. ON THE CONCRETE & ATTACHMENTS. + CLEANED OF FOREIGN MATERIAL PRIOR TO THE GROUTING OPERATION. U co % / - �_�' INTERSECTION OF (UN)SHEATHED INTERSECTION OF SHEATHED INTERSECTION OF 13. FULL PENETRATION WELDED CONNECTIONS (100%) AT MOMENT FRAMES, BRACED W z FRAMES, AND ALL FULL PENETRATIONS FIELD WELDS SHALL HAVE ULTRASONIC � Q Lj� TRACK (OF THE SAME WALLS AT CORNERS. AND UNSHEATHED WALL SHEATHED WALLS TESTING FOR COMPLIANCE WITH AISC 13th EDITION ULTRASONIC TESTING z _ GAGE AS THE WALL1 5 SHEATHING METAL STUD WALL (OR ROOF SIM. D.1 D.2 D. SHALL BE PERFORMED BY AN INDEPENDENT TESTING AGENCY THAT HAS STUDS) WEB TO WEB iL'i "'` NOTE: BEEN INSPECTED BY THE NATIONAL STANDARDS. TESTING INSPECTIONS SHALL z z = #12 S.M.s. ® 18" o.C. BE QUALIFIED BY ASNT BUREAU OF RECOMMENDED PRACTICE SNT-TC-A1. PROVIDE � CUT FLANGES OF TRACK AND BEND WEB. ALL TRACK MEMBERS SHOWN MUST MATCH THE STEEL GAGE OF THE STUD MEMBERS THEY ARE BEING FRAMED AGAINST, U.N.O. PROPER SURFACE PREP. AND BACKUP PLATES AS REQUIRED PER AISC AND AWS. o 0 MAX. & 6" FROM ENDS METAL STUDS i; TWO #12 SCREWS TO STUD. OR WELD PER 55MA STANDARDS o F_ TYP. T&8. I i W/ 1/8" FILLET x 3" (BLOCK WEB TO d/3 MAX. (3" MAX.) SPLICE MUST OCCUR CENTERED EQ. EQ. 14. ALL EXPOSED WELDS SHALL BE FILLED AND GROUND SMOOTH WHERE METAL COULD J " z BEAM �� I STUD WEB.) ��' COME IN CONTACT WITH THE PUBLIC. UNLESS WELDS ARE PERMITTED BY THE Q o (4) #12 SMS FROM WIDTH (W) BETWEEN 2 STUDS OVER A PROJECT ARCHITECT. u A I SHEATHING TO BLOCK, TYP. + + HOLE ONLY ® BEARING / SHEARWALLS MST27 STRAP W/ #10 SMS ® U' BRIDOI O LOCATIONS & CENTERED ON ONE STUD ® SHEARWALLS IF APPLICABLE 15. NO HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL BE ALLOWED THRU Li > Z- LL 12 S.M.S. ® 18" O.C. I ( ( NON-BEARING SHEARWALLS, TYP. > � # WALL COVERING (GYP. 2" (MIN.) x 18 GA (MIN.) STRAP (COILED / TRACK. SEE PLAN = STRUCTURAL STEEL MEMBERS. BOLT HOLES SHALL CONFORM TO AISC SPECIFICATION, O J L-3 = MAX. & 6' FROM ENDS I I I I BOARD OR PLYWOOD) STRAPS ARE NOT ALLOWEDri . THE STRAP AND SHALL BE STANDARD HOLES UNLESS OTHERWISE NOTED. NO CUTTING w TYP. T&B. MIN. FASTENING IS #12 SMS _ _ _ __ v + +; �• UCTURAL STEEL WILL BE PERMITTED WITHOUT PRIOR CONSENT z OR BURNING OF STR Q MUST BE STRAIGHT & BEND FREE.) : - ;- OF THIS ENGINEER. zo ®12" O.C., U.N.O. a .. - 0a- LLJ C7SECTION WALL COVERING (GYP. BOARD x j WALL STUD 2nd STUD IS REQUIRED 16. HIGH STRENGTH BOLTS WHERE INDICATED IN THE PLANS OR DETAILED SHALL w Z = OR PLYWOOD) � Q 2nd STUD IS REQUIRED ® SPLICES ® BEARING m 0 O ~ I I 0- � SPLICES ® BEARING SPLICE MUST OCCUR CENTERED / CONFORM TO A.S.T.M. A325 OR A490, AND BE PROVIDED WITH HARDENED WASHERS m o w (4) #12 SMS FROM w N , / BETWEEN 2 STUDS OVER A SHEARWALLS, TYP. CONFORMING TO A.S.T.M. F436. SLIP-CRITICAL TYPE BOLTS (A325-SC OR A490-SC) w 0 D SHEATHING TO BLOCK, TYP. . SHEARWALLS, TYP. W z STUD To TRACK #12 SMS 012" O.C., TYP. v BEARING / SHEARWALLS MST27 STRAP W/ #10 SMS 0 SHALL BE TWIST-OFF-TYPE TENSION-CONTROL BOLT ASSEMBLY. AT CONTRACTORS Q 0 - 1-3 1/ w WALL STUD J�L SHEARWALLS IF APPLICABLE OPTION, THE COMBINATION OF HIGH STRENGTH BOLTS AND DIRECT TENSION LOAD Uui0 Qf ow v NON-BEARING / SHEARWALLS, TYP. INDICATING WASHERS CONFORMING TO ASTM F-959 ARE ACCEPTABLE SUBSTITUTIONS. J O METAL STUDS T 1 r ICAL TRACK SPLICE ELEVATION T1�PICAL TRACK SPLICE PLAN CONTACT SURFACES SHALL BE CLEAN MILL SCALE OR CLASS A QUALIFIED COATINGS. 17. ALL SHOP AND FIELD BOLTED CONNECTIONS SHALL BE IN ACCORDANCE WITH U o ET. t k i 1 BEA�ICi/g�gpyygLL E•2 BEAF�VG/g�ggRyygLL ASTM A-307 USING UNFINISHED AMERICAN STANDARD REGULAR BOLTS, UNLESS o Z _ U PIECE OF TRACK OR STUD BLOCKING OTHERWISE NOTED. Cn U Q U) I I SAME GAUGE AS STUDS. BLOCKING SPLICE IN STRAP (WHERE REQ'D.) 12" 8' O.C. WHEN SHEATHING WHERE APPLICABLE L' Q o AT EACH END OF WALLS, ADJACENT If RUN STRAP CONTINUOUS BETWEEN 18. WHERE STEEL MEMBERS BEAR IN CONCRETE OR MASONRY WALLS, OPENINGS SHALL � > = w TO OPENINGS, AND 8'-O" O.C. r BLOCKING PIECES - ONE #12 SMS BRIDGING IS REQUIRED) (� o I KING STUDS MUST MAX. BETWEEN TO EACH STUD FLANGE AND FOUR WALL STUD BE DRY-PACKED AFTER STEEL IS IN PLACE. z w RUN FULL HEIGHT OF I TO EACH BLOCKING PIECE SECTION ELEVATION WALL STUD " " wU) illooloot THE WALL ES CENTER OF BLOCK (3) #12 SMS ®16 O.C. TYP. (1) #12 SMS ®4 O.C., TYP. 19. PROVIDE SHOP DRAWINGS INDICATING SIZES, SPACING AND LOCATION OF JOISTS, � Q I I I SHEATHING TO KING _ GIRDERS, CONNECTIONS, BRIDGING, REINFORCING, ANCHORAGES, CAMBERS, AND Ld STUDS WHERE PLAN PHYSICAL STRUCTURAL PROPERTIES C STUDS LOADS. INDICATE WELDING CONNECTIONS USING STANDARD AWS WELDING SYMBOLS. r INDICATE NET WELD LENGTHS. INDICATE RECOMMENDED PROCEDURES FOR JOIST m CHART ABOVESEE FOR NOTE: PLAN MEMBER W Fy GAGE 0� -i Lj�� ' I I I I I APPLICABLE SECTION HEADER SEATS WITH UNSUFFICENT BEARING. LJ CALLOUT SIZE DEPTH "d" u O TRACK (OF THE SAME MORE INFO.) THIS DETAIL REQUIRED WHERE WALL COVERING (GYP. BOARD, DENSGLASS OR PLYWOOD) (PER SSMA) KSI 20. SMS ABBREVIATION AND / OR TEK SCREW CALL OUT IS GENERICALLY USED IN GAGE AS THE WALL I DOES NOT OCCURE ON BOTH SIDES OF THE STUDS ON A STRUCTURAL 3 5/8"x20ga. 3625137-33 3 5/8" 1 3/8" 33 20 THESE PLANS AND REFERS TO HILTI KWIK - PRO SELF DRILLING SCREWS. THE O STUDS) WEB TO WEB I BEARING/SHEARWALL. ON WALLS WITH WALL COVERING ON BOTH SIDES THERE MUST BE CONTRACTOR MUST SELECT THE MANUFACTURE RECOMMENDED TIP BASED ON LLJ r- o A MIN. ATTACHMENT TO THE STUDS OF #12 SCREWS 0 12" O.C. BRIDGING OR 3 5/8"x18ga. 3625137-43 3 5/8" 1 3/8" 33 18 HORIZONTLA STUD HORIZONTLA STUD m Q SEE CHART FOR (MIN.) I TRIMMER STUDS (SEE BLOCKING W/ A STRAP MUST OCCUR ® 12' O.C. (VERTICAL) SEE BRIDGING DETAIL FOR MATERIAL THICKNESS. HWH HEAD STYLE IS REQUIRED. Q JOIST DEPTH & CHART ABOVE FOR MORE INFO. SEE TYPICAL METAL STUD WALL FRAMING DETAIL FOR BRIDGING 3 5/8"x16ga. 362S137-54 3 5/8" 1 3/8" 50 16 TRACK OR STUD TRACK OR STUD � Q THICKNESS, TYP. @ L4 MORE INFO.) REQUIREMENTS ® NON-BEARING / SHEARWALLS DETAILED WITHIN THE STRUCTURAL 6"x2Oga. 6005162-33 6" 1 5/8" 33 20 TYP.r. STUD/TRACK CONNECTION TO A TYP. STUD/TRACK CONNECTION TO A >z ALL 4 MEMBERS PLANS 6"x18ga. 600S162-43 6" 1 5/8" 33 18 STEEL NOTES F 1 PERPENDICULAR WALL PERPENDICULAR WALL = z D SPLIT HEADER CONSTRUCTION 6"x16ga. 600S200-54 6" 2" 50 16 .� (; w o �� 7 METAL STUD WALL 6"x14ga. 6005200-68 6" 2" 50 14 UNLESS LARGER SIZES ARE SHOWN, THE MINIMUM SIZE OF FILLET WELDS SHALL w W a_ WHERE APPLICABLE 6"x12ga. 6005200-97 6" 2" 50 12 BE SHOWN IN THE TABLE J2.4 MINIMUM WELD SIZE IS DEPENDENT UPON THE � Q CD THICKER OF TWO PARTS JOINED EXCEPT THAT THE WELD SIZE NEED NOT EXCEED < SECTION "' ` "A" „ " 8"x20ga. 8005162-33 a" 1 5/8" 33 20 THE THICKNESS OF THE THINNER PARTS, FOR THIS EXCEPTION, PARTICULAR CARE 0 1. CONCRETE MASONRY UNITS SHALL BE TYPE N AS SET FORTH IN A.S.T.M. SPEC Q No. C90, F'm=1500 P.S.I. MINIMUM, TYPE 1, MOISTURE CONTROLLED. 8"x18ga. 80OS162-43 8" 1 5/8" 50 18 SHALL BE TAKEN TO PROVIDE SUFFICIENT PREHEAT FOR SOUNDNESS OF THE WELD. m ELEVATION AT JAMB STUDS WELD SIZES LARGER THAN THE THINNER PART JOINED ARE PERMITTED IF REQUIRED a_ SEE PLAN FOR ADDITIONAL REQUIRMENTS (IF APPLICABLE) 8"x16ga. SOOS200-54 8" 2" 50 16 BY CALCULATED STRENGTH. IN THE AS-WELD CONDITION, THE DISTANCE BETWEEN L1 2. MORTAR SHALL BE TYPE "S" WITH A MINIMUM COMPRESSIVE STRENGTH OF 1800 10"x18ga. t000S162-43 10" 1 5/s" 50 18 THE EDGE OF THE BASE METAL AND THE TOE OF THE WELD MAY BE LESS THAN x () P.S.I. AT 28 DAYS. THE MORTOR STRENGTH MUST ALSO BE 500 PSI GREATER LLJ z THAN THE F'm OF THE CMU IT IS PART OF, TYP. 1ON16ga. 1000S200-54 10" 2" 50 16 1/1 6" (IN) PROVIDE THE WELD SIZE CLEARLY VERIFIABLE. <3x3x16ga. x STUD 3. GROUT SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 2000 P.S.I. AT 28 DAYS. 12"x16ga. 120OS200-54 12" 2" 50 16 NOTE: ALL FRAMING I5 m o WIDTHSMSc®P2"WO.C(2ALONG THE CMUTHE T STRENGTH OMUST PALSO BE 500 PSI GREATER THAN THE F m OF NOTE: #8 SMS ®12" O.G. THE GAGE REQUIRED _ I I J _ TABLE J2.4 T MC ( ) w BY THE PLANS M THE STUD WIDTH 4 MIN. , 4. HORIZONTAL REINFORCING SHALL BE LAID IN BOND BEAM UNITS AND SECURELY 1. ALL STUDS REQUIRED BY THE STRUCTURAL PLANS MUST BE MANUFACTURED i _ o NP. WIRED TO THE VERTICAL REINFORCING. AISC MINIMUM OF FILLET WELDS � Q IN ACCORDANCE TO THE STEEL STUD MANUFACTURES ASSOCIATION (SSMA) " - o � 5. VERTICAL REINFORCING SHALL BE CENTERED IN WALL U.N.O. AND PLACED IN OPEN MINIMUM STANDARDS AND HAVE MINIMUM PROPERTIES AS LISTED IN THE STEEL STUD �:� >_ � END UNITS BEFORE BLOCK WORK BEGINS AND SHALL BE HELD IN POSITION AT TOP ABOVE TABLE. ALL STUDS SPECIFIED IN THE STRUCTURAL PLANS ARE DEPTH REQUIRED BY THESE MATERIAL THICKNESS OF THICKER MINIMUM SIZE OF FILLET PROPERTIES AS LISTED Q Lu (2) SIMPSON 1/2" x3" AND BOTTOM AND AT INTERVALS NOT EXCEEDING 192 BAR DIAMETERS. STRUCTURAL STUDS PER SSMA. IN THE "STEEL STUD PLANS PART JOINED (IN) WELD * (IN) z a- z TITEN HD SCREWS SIDE 6. ALL CELLS SHALL BE GROUTED SOLID. 2. THIS TABLE IS FOR STUDS CALLED OUT WITHIN THE STRUCTURAL PLANS REQUIREMENTS" DETTyp. WINDOW SILL FRAMING TO 1/4 INCLUSIVE 1/8 0 w 7. LAP HORIZONTAL AND VERTICAL REINFORCING BAR 48 DIAMETERS AT SPLICES. BY THEIR DEPTH & GAGE. WHEN STUDS ARE CALLOUT WITHIN THE co � NOTE: 8. DOWELS IN ALL FOUNDATIONS SHALL HAVE THE SAME LOCATION, SIZE, AND STRUCTURAL PLANS BY THEIR SSMA DESIGNATION SEE NOTE 3&4. # OF HEADER � 0 1. SEE ARCH'L. PLANS FOR NON BEARING WALL FRAMING SPACING AS THE VERTICAL MASONRY REINFORCING. SPAN READER MEMBER W (IN) MEMBERS (DOUBLE MEMBER OVER 1/4 TO 1/2 3/16 m Q 2-ES/EN ALL SHEATHING TO KING/TRIMMER STUDS WHERE APPLICABLE WITH A 9. GROUT SHOULD BE PUDDLED OR TAMPED WITH A 5/8" ROD OR A 1"x2" STICK AS 3• ALL 2" (W) AND WIDER STUDS ARE Fy = 50 KSI, ALL OTHER #& 5M5 ®12" O.G. STEEL TRACK GAGE SIZE (�) DEPTH (IN) THICKNESS MIN. AT STACKED BOX STYLE WIDTHS ARE F = 33 KSI MINIMUM. STEEL TYP. MUST MATCH MIN. o w m DOUBLE ROW (STAGGERED) OF EDGE FASTENERS, TYP. IT IS PLACED. y THE STEEL STUDS IN THE BEAMS) OVER 1/2 TO 3/4 1/4 a 0 10. MASONRY UNITS SHALL BE LAID IN RUNNING BOND, U.N.O. 4. ALL 16ga. (-54) AND THICKER STUDS ARE 50 KSI, ALL OTHER WIDTH REQUIRED 6, BOX BEAM, TYP. STACKED J o 1L 8TYP. HEADER SIZE AND SUPPORT 11 WITH AING OF MINIMUMB12'" SEATEATOEACHNGS SHALL BE DONE END UNLESS PLACEDNINCTTOTALUOUS WTH WALL TION THICKNESS ARE Fy = 33 KSI MINIMUM. THESE PLANS o'-s' ORB FULL 033" 1.62" 2 S OVER 3/4 5/16 cz GROUTING. 12" o w AT3TAUICTUR�4L BEAft3/31-�i4RWALL ;? I 6STEEL STUD REQUIREMENTS SECTION *LEG DIMENSION OF FILLET WELDS. SINGLE - PASS WELDS MUST BE USED. Q m 12. USE 2-#5 HORIZONTAL BARS AT TOP AND BOTTOM OF ALL LINTEL BEAMS EXCEPT Q = AS SHOWN OTHERWISE. > 6' 12 .043" 1.62" 2 S m J 0 ~ ALL STEEL STUDS IN THE STRUCTURAL PLANS MUST MEET OR EXCEED THE ABOVE REQUIREMENTS: : a 13. PROVIDE 2-#5 VERTICAL BARS AT ALL CORNERS AND WALL ENDS. 0 K � Q 14. ALL WALL OPENINGS SHALL BE SHORED FOR A MINIMUM OF 28 DAYS UNLESS G TYP. BOX HEADER H TYP. WINDOW SILL TRACK AND BOX W SCHEDULE 2 LDS Q j o NOTED OTHERWISE. , ;, ;:- � M w Of Cn 15. ALL REINFORCING STEEL SHALL BE GRADE 60 � �' (n J (4) #I2 5M5, TYP. � Y a z z ~ L'I 16. TYPICAL WALL REINFORCING SHALL BE 4 AT 24" O.C. EACH WAY, EXCEPT AS / WASHER SCHEDULE Q M SHOWN OTHERWISECn. # UNO I N PLANS 1 8 1-3 LL J D o= 17. GROUT PLACEMENT SHALL CONFORM TO THE REQUIREMENTS OF THE ACI o� w ¢ a K uj Q o a o W _ BOLT STEEL PLATE MALLEABLE IRON STANDARD STEEL W a_ - a_ z CO 0 CO+ + CO SIZE SQUARE ROUND CIRCULAR � m m En o o - moo 0 C 530.1-L: ,r ,r " " " rr ,r >_ � � z z z w � 18. MATERIAL: � �` a) MOTAR SHALL CONFORM TO ASTM C 270. AND GROUT SHALL CONFORM +_ + _____ _ 1/2 O 2 x 1/4 2 1/2 x 1/4 1 1/16 x 7/64 o } z aZ o z o ....... .........:. ._........ ....... v " n n n " n U � Q TO ASTM C 476 5/8 2 1/2" x 1/4" 2 3/4 x 5/16 1 5/16 x 9/64 o v v v o m O m o b) WATER USED IN MIXING MORTAR OR GROUT SHALL BE CLEAN AND FREE FROM 3/4"� 3" x 5/16" 3" x 3/8" 1 15/32" x 5/32" Q o INJURIOUS AMOUNTS OF OILS. ACIDS. ALKALIS, SALT, ORGANIC MATERIALS OR o OTHER SUBSTANCES THAT MAY BE DELETERIOUS TO MASONRY OR1 11 7/8"O 3 1/2" x 5/8" 3 1/2" x 7/16" 1 3/4" x 11/64" I- � REINFORCEMENT NONPOTABLE WATER SHALL NOT BE USED. [If w N N N N N N N N a 1 0 3 3/4 x 7/16 4 x 1/2 2 x 11/64 m _ 19• ADDITIVES AND ADMIXTURES TO MORTAR OR GROUT SHALL NOT BE USED UNLESS TYP. STUD TO STUD CONNECTIONS W/ TYP. STUD TO STUD CONNECTIONS W 1 1/8"� 4° x 7/16" 4 1/2" x 9/16x' 2 1/4" x 3/16° 0ch� 0z APPROVED BY THE ENGINEER OR RECORD. J,1 J.2 co co n aD rn " �� " �� " �� - n a- .0 0 0 0 0 0 0 cn m 20• PRIOR TO GROUTING. THE GROUT SPACE SHALL BE CLEAN SO THAT ALL SPACES TO SCREW OPTIONS OPTION 1 1/2 4 1/4 x 1/2 5 x 5/8 3 x 3/16 w z BE FILLED WITH GROUT DO NOT CONTAIN MORTAR PROJECTIONS GREATER THAN 1/2" ILL11z MORTAR DROPPINGS OR OTHER FOREIGN MATERIAL. GROUT SHALL BE PLACED SO L� o I I I kA I- THAT ALL CELLS SHALL BE FILLED SOLID. APPLICABILITY NOTE: SCHEDULE rl� Q Q 21• A PERFORATED DRAIN PIPE SHOULD BE PLACED AT THE BASE OF ALL 3 THIS DETAIL ONLY APPLIES TO METAL STUD z PA/PM: RETAINING WALLS SO THAT HYDROSTATIC PRESSURE CANNOT FORM BEHIND w THE WALL. FRAMING SPECIFIED IN THE STRUCTURAL oQ DRAWN BY: PH 22. ALL MASONRY PLACED DIRECTLY AGAINST SOIL (EARTH, SAND, GRAVEL, DIRT, , o Q ETC.) OR WHERE STANDING WATER WILL BE PRESENT FOR MORE THAN ONE PLANS. SEE ARCH L. PLANS FOR TYPICAL ��D w BYA JOB NO.: 12109 DAY AT A TIME, SHALL BE WATERPROOFED ON EA. FACE WITH THE ABOVE METAL STUD FRAMING INFO. REQUIRED BY c Q EXPOSURE INCLUDING ALL JOINTS W/ ADJOINING STRUCTURES (FOOTINGS, ' 3PE`� WALLS, ETC.). THE CONTRACTOR IS RESPONSIBLE FOR USING AN INDUSTRY THEIR PLANS (OR ANY OTHER TRADES), TYP. Vi APPROVED METHOD FOR THE ABOVE WATERPROOFING. Q SHEET z LL 00 MASON Y NOTES - RECO oo� z C, GENERAL R METAL STUD WALL FRAMING SEE APPLI CARILI T Y NOTE ABOVE _ �Y9� 2 of Q h 1 C 4 BRAD YOUNG 8► ASSOCIATES INC. S1w3 Q 0 W i .STUD WALLS " .. ' , I S'1''R'U C•I• U 'R A'L U'N G T N U H R'T N G FY RAE o ; i ,� ■ 1320 W.HERNDON AVL.SU11'L'IDIW FRESNO, AUFORNIA93711 EXPIRATION DATE: 6-30-2014 w J C:PHONE:(559)222-9600 FAX:(559)222-9633 S Q I_ z o BEAM 'A' DIM. # OF BOLTS PLATE FLANGED NEOPRENE ou CWF,HSSOUB ,C,DOUBLE ANGLES) of z~ NOMINAL DEPTH = 2" A= 1" 1 (ONE ROW) P1 D D� 4db OR CONTROL JOINT CONT. 0 LL NOMINAL DEPTH = 2 1/2" A= 1 1 4" 1 ONE ROW P1 2 1/2" VERTICALLY SET INTO Uj / / ( ) PLATE CMU REBAR CMUSASH BLOCK UNIT OR "MI o NOMINAL DEPTH = 3" A= 1 1/2" 1 (ONE ROW) P1 CUT 5/8"x5/8" SLOT Q cD NOMINAL DEPTH = 3 1/2" A= 1 3/4" 1 (ONE ROW) P1 CONT. SEALANT AND 0 O � ice. cts U NOMINAL DEPTH = 4" A= 2" 1 (ONE ROW) P1 CENTERED • BACKER ROD EA. SIDE • • (SHOWN 0 16 O.C.) NOMINAL DEPTH = 4 1/2" A= 2 1/4" 1 (ONE ROW) P1 0 D MINS- :� • w "� ., ,. TOLERANCE SEE ... •; : ;,, • ` ,• � , ,� W ami � NOMINAL DEPTH = 5 A= 2 1/2 2 (ONE ROW) P1 m D MIN. • •„ • \ z NOMINAL DEPTH = 6" A= 3" D=1 1/8" MIN. 2 (ONE ROW) P1 m TABLE BELOW /. E w NOMINAL DEPTH = 7" A= 3 1/2" 2 (ONE ROW) P1 m • • ALTERNATING ® EACH • • Z m SIDE OF THE WALL d DISTANCE SPECIFIED <, ,. / ;; o NOMINAL DEPTH = 8" A= 4" 2 (ONE ROW) P1 m �. �' (SHOWN ® 8" O.C. W i m • ALTERNATING E.S.) SPACING t 2 SINGLE CURTAIN ALTERNATE = p L,j LJ NOMINAL DEPTH = 9" A= 4 1/2" 3 (ONE ROW) P1 m WALL TOLERANCE f 2" q STOP HORIZ. BARS > ~ NOMINAL DEPTH = 10" A= 5" 3 (ONE ROW) P1 D MIN. °° BEAM Q NOMINAL DEPTH = 12" A= 6" 3 (ONE ROW) P1 WF BEAM m 4db OR EACH SIDE OF JOINT o rT, 0 _ _ WHERE APPLICABLE 2 1/2" mo I"�'� "� " •- • • • ® EDGES OF THE WALL q SINGLE CURTAIN B DOUBLE CURTAIN NOMINAL DEPTH - 13 A- 6 1/2 4 (ONE ROW) P1 ( ) m SHOWN ® 8" O.C. E.S. MIN. Q p o NOMINAL DEPTH = 14 A= 7 4 (ONE ROW) P2 • .. •. . . •.. .. .. •. ( ) -H o m o > NOMINAL DEPTH = 15" A= 7 1/2" 4 (ONE ROW) P2 W ��D MIN. w Df m WF BEAM z I,�,, DISTANCE, d FROM FACE OF ALLOWABLE NOTES: 0 U LL NOMINAL DEPTH = 16" A= 8" 4 (ONE ROW) P2 W CMU NOMINAL CMU ACTUAL d U� CMU TO THE CENTER OF C3 NOMINAL DEPTH = 18" A= 9" 5 (ONE ROW) P2 BOLTS-SEE THICKNESS THICKNESS, t (inches) o QM REINFORCING TOLERANCE �; 1. SEE PLANS FOR LOCATION OF JOINTS. < J CONNECTION � 1 NOMINAL DEPTH = 21" A= 10 1/2" 6 (ONE ROW) P2 (Inches) (inches) w " " 2. HORIZ. REINF. AT ROOF LINES (CHORD BAR) & AT TOP OF WALL SHALL BE w o SCHEDULE Jo d < 8 f 1/2 - NOMINAL DEPTH = 24" A= 12" 7 (ONE ROW) P4 CONT. ACROSS JOINT. m 8 7 5/8 5.25 ~ 8" < d < 24 f 1" ME NOMINAL DEPTH = 27" A= 13 1/2" 8 (ONE ROW) P4 W + 1/8'. W + 1/8" NOMINAL DEPTH = 30" A= 15" 8 (ONE ROW) P5 DETAIL 10 8 5/8 7.25 d < 24 f 1 1/4" O D�_ NOMINAL DEPTH = 33" A= 16 1/2" 8 (ONE ROW) P6 N.T.S. 12 11 5/8 9.00 B DOUBLE CURTAIN Li NOMINAL DEPTH = 36" A= 18" 9 (ONE ROW) P6 TABLE 1 CMU WALL CONTROL JOINT o m 16 15 5/8 13.00 NO SCALE ``' J - Ov DIMEIVSIofVS TERMINA TION OF REINFORCING 40 DIA's 40 DIA'S 20 DIA's Cn m n= C 1.5 x BOLT DIAMETER +1/4", A PLACEMENT OF VERTICAL BARS PLACEMENT TOLERANCES OF STEEL 5 ,2" MIN. 0 o z A SEE SCHEDULE ABOVE MIN = 1 3/4" (ie C=1 3/4" FOR 1" BOLT) A p AT CMU WALL OPENMCS NO SCALE b0 g = o V N B 3x BOLTS DIAMETER, MIN. 3" D 1.5 x BOLT DIAMETER, MIN. = 1 1/2" U.N.O. B AT 1 AND 2 BEAM CONNECTIONS EMBEDMENT 0 v v O .o N o ie B=3 FOR 1 0 BOLT c` ( ) CMU REBAR BOLT EMBEDMENT SCHEDULE LENGTH 10 o N.T.S. 13 I- � CL a� - O � 0 z PLATE THICK. BOLT SIZE AND TYPE WELD lWl CROSS ® CENTERLINE CMU BOLT DIAMETER EMBEDMENT CONCRETE m O ¢ ►`Vri w „ „ �� 1 4 o CENTER REINF. c� P1 3/8 3 4 A325N / 1/2�� 4» UNIT CD z < �. ,� o _ o � . MASONRY IN WALL Q z Q P 5 oo u N M a„14, < P2 3/8 7/8"0 A325N 1/4 CL 5 8" 4„ o � � / z Q P3 3/8" 1"0 A325N 5/16" 1" OR d MIN. �� `4 P4 1/2" 1"0 A325N 5/16" b ® EDGES OF THE WALL 3/4" 5" (IfO z Cf) < ,� 3/8" BENT PLATE (2 BARS SHOWN ® 8" O.C.) 3 4" 5" O Q SINGLE CURTAIN / o - J q m CD P5 5/8 1 1/8-0 A325N 3/8 " 1 " 5" o. _j �' o - P6 3 4" 1 1 4"0 A325N 3 8" 1 4 MIN. W / cn OPTION 40 DIA's 40 DIA's o ( / " O. 0 o. Q NOTES: 1 2 MIN. FOR w Q CL COARSE GROUT - 0 40 DIA's 20 DIA's Q 0 1. SEE STEEL NOTES FOR MORE INFO. KNIFE PLATE CROSSES ® ) THE BENT BAR ANCHOR BOLT = 2. SEE PLAN FOR STEEL GIRDER & BEAM SIZES. - CENTERLINE OF COLUMN SHALL HAVE A HOOK WITH �, ANCHOR BOLT 12" MIN. w cr) 3. COPE STEEL AS SHOWN FOR INSTALLATION ® CONNECTIONS. +� CL 90' BEND WITH AN INSIDE o & REINFORCEMENT cn cn `� 4. COPE BOTTOM FLANGE WHERE NECESSARY FOR SHEAR PLATE INSTALLATION DIA. OF 3 BOLT DIA s., SEE PLANS 0 5. AT SKEWED CONNECTION, USE SAME SCHEDULE, SKEWED SHEAR PLATE TO PLUS AN EXTENSION o w z MATCH BEAM ALLIGNMENT COPE BEAM FLANGES TO MATCH SKEW. SIM. A OF 1 1/2 BOLT DIA's. c� :o HOOK ANCHOR BOLT " ON WALL REBAR. IF 0 o PLACEMENT CLEARANCE OF STEEL 1 MIN. o WALL REBAR IS NOT z \\ CENTERED E 0 PRESENT USE A #4x o z / (SHOWN ® 8" O.C.) 48" PIECE OF REBAR o = z 12 CONNECTION SCHEDULE SOLID GROUT CENTERED ON THE o N o o ^� JYP ANCHOR BOLT cv Ld ANCHOR BOLTS CAST IN CMU u Ili o? 4 COLUMN"WALL THICKNESS ALL SPLICES OF REINFORCEMENT SHALL BE 48" DIAMETER LONG DOUBLE CURTAIN m OR 3/8 WHICHEVER IS LESS & 62 BAR DIAMETER LONG WHEN BAR. SPACING IS 3" OR LESS. A J T&B OF THE BETE B PLACEMENT OF HORIZONTAL BARS REINFORCEMENT ANCHOR MINUMUM EDGE OF CMU - 3 8" PLATE DIAMETER EMBEDMENT U.N.O. 2 REINFORCING LAPS AT CMU Q 1/2 4 1/4#1WALL WTB�SECT10111 NO SCALE D, _ < PP LAP SPLICE IN BAR EMBEDMENT LENGTH z ~ ol 1/4" Cl CMU DIAMETERS 5/8" 5" DOUBLE BLOCKING o 3/4" 6 3/4" WHEN OPENING IS LLJ LL z o= 3/4" MIN. BENEATH 7/8" 7 3/4" JOIST SPACING.ER THAN TWO TOP of MAsoNRY REINFORCEMENT SPLICES to ALL HOLES MUST BE w UNIT. F 1 9 BLOWN AND BRUSHED BLOCKING SAME J z� ADHESIVE ANCHORS SHALL BE CLEAN THICKNESS ASCn 0 o A A STUDS OR JOISTS. o SIM. SIMPSON SET EPDXY-TIE ADHESIVE 'I 'I m z SYSTEMS IN CONFORMANCE WITH •r - - - - - 1 I Li - 3/8" PLATE SEE "STANDARD HOOK DETAILS" IN THE CONCRETE ICC ESR-1772 - -.- - - -.- J LJ M< = GENERAL NOTES FOR TYP. INFO. w ADHESIVE ANCHOR DRILLED IN CMU I SIMPSON LSTA 15 ® ALL w m Z AT 3 OR 4 BEAM CONNECTIONS i (4) CORNERS. o 0 - N.T.S. W Z STUD OR 0 STANDARD HOOK DETAILS WHEN OPENING ISOGREATER UBLE JOIST THAN m Q Q �� WF BEAMS TO TS COLUMN CONN. 1 1/2" MIN. EXTERIOR 3/4" MIN. INTERIOR G JOIST SPACING. Ur DETAL2 SCALE CLEARANCE; USE 2" WHEN CLEARANCE CMU WALL DOWEL w Q EXPOSED TO EARTH '- - - - PLYWOOD OR Q o NO SCALE - - - I- - w I - _T � - - - - DIAGONAL � U o I I I I SHEATHING = /1 O > SEE CHART "WELDS ® INTERIOR METAL STUD PARTITIONS Q w / SEE CHART 'WELDS ® PERIMETER z OT= END & INT. BEARING" 3 4" o SIDE BEARING" _ NAILING AS PER MAXIMUM HEIGHT FOR METAL STUDS WITH cn U < - DECKING DEFLECTION LIMIT L/240 - NON- BEARING zz E.N. ON DRAWINGS "' Z, Q w w 24" OC SPACING BLOCKING AROUND OPENING z 3 w 0 LL > DEPTH GAGE DESIGNATION' HEIGHT IV ROOF OR WALL Li Q< FRAMING COVER OVER REINFORCING 3 5/8" 20 3625125-33 14'-0" 1. CONCRETE MASONRY UNITS SHALL BE TYPE "N" AS SET FORTH IN A.S.T.M. SPEC r C NO. C90, F m-1500 P.S.I. MINIMUM, TYPE 1, MOISTURE CONTROLLED. M w TRANSVERSE SUPPORT PARALLEL SUPPORT SEE PLAN FOR ADDITIONAL REQUIRMENTS (IF APPLICABLE) 0 3 5/8" 18 362S125-43 15'-3" O O FIELD AND PERIMETER WELDING 2. MORTAR SHALL BE TYPE "S" WITH A MINIMUM COMPRESSIVE STRENGTH OF 1800 P.S.I. AT 28 DAYS. THE MORTOR STRENGTH MUST ALSO BE 500 PSI GREATER Q w 3 5/8" 16 362S125-54 16'-J" O SEE CHART " CONNECTION ® 8 CMU REINFORCEMENT THAN THE F m OF THE CMU IT IS PART OF, TYP. LLJ o SIDE SEAM' 3 5/8" 14 362S125-68 17'-5" 3. GROUT SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 2000 P.S.I. AT 28 DAYS. r Q w P„lad,,.;; ; THE GROUT STRENGTH MUST ALSO BE 500 PSI GREATER THAN THE F'm OF NOTES: 4" 20 40OS125-33 15'-1" THE CMU IT IS PART OF, TYP. 1. ALL WELDS SHOWN ARE NET EFFECTIVE WELDS. m WELD SIZE SHALL BE INCREASED AS REQUIRED 4. HORIZONTAL REINFORCING SHALL BE LAID IN BOND BEAM UNITS AND SECURELY - BY DECK MANUFACTURER TO ACHIEVE NET SIZES 4" 18 4005125-43 16'-5" WIRED TO THE VERTICAL REINFORCING. SHOWN. COL cv 2. USE 24/4 PERIMETER WELDING AROUND ALL OPENINGS WIDTH 4" 16 40OS125-54 17'-7" 5. VERTICAL REINFORCING SHALL BE CENTERED IN WALL U.N.O. AND PLACED IN OPEN w z IN DECKING. (WELD ALL DOWN FLUTES ® PERIMETERS) COL. AT TOP END UNITS BEFORE BLOCK WORK BEGINS AND SHALL BE HELD IN POSITION AT TOP w 3. PROVIDE POSITIVE CONTACT BETWEEN DECK AND ISOMETRIC VIEW D D D D AND BOTTOM AND AT INTERVALS NOT EXCEEDING 192 BAR DIAMETERS. Li SUPPORT BEFORE WELDING. WHERE OCCURS 4" 14 400S125-68 18'-10" Q 4. MINIMUM LENGTH OF DECK SHEETS SHALL SPAN SEAM CONNECTION 1/4 D 1/4 6. ALL CELLS SHALL BE GROUTED SOLID. Q A MINIMUM OF THREE SPANS CONTINUOUS. 6" 20 60OS125-33 20'-6" o ALL EDGES OF THE DECK MUST BE SUPPORTED BY 7. LAP HORIZONTAL AND VERTICAL REINFORCING BAR 48 DIAMETERS AT SPLICES. m < STEEL FRAMING (ie. JOIST, BEAM, GIRDER, ETC.) WF BEAM 6" 18 60OS125-43 22'-10" 8. DOWELS IN ALL FOUNDATIONS SHALL HAVE THE SAME LOCATION, SIZE, AND < 5. SEE THE FRAMING PLAN FOR WELDING PATTERN GAG WF BEAM � LL CALLOUT & LOCATION SPACING AS THE VERTICAL MASONRY REINFORCING. W 6" 16 600S125-54 24'-5" 9. GROUT SHOULD BE PUDDLED OR TAMPED WITH A 5/8" ROD OR A 1"x2" STICK AS w 0 D / " IT IS PLACED. 0 W/ ,(4) 3/4"� 6 14 60OS125-68 26'-2" m >_ f� - - 10. MASONRY UNITS SHALL BE LAID IN RUNNING BOND, U.N.O. 0 Q A325UNO BOLTS 8" 18 800S125 43 28' 8" 11. GROUTING OF BEAMS OVER OPENINGS SHALL BE DONE IN CONTINUOUS OPERATION Y w WITH A MINIMUM 12 SEAT AT EACH END UNLESS PLACED IN TOTAL WITH WALL LLL MC q;p CW 3/8" THICK STIFF. PLATE 8" 16 80OS125-54 3o'-9" GROUTING. Q o< 24" COVERAGE BOTH SIDES OF BEAM W TS COL. TS COL. 8" 14 80OS125-68 33'-4" 12. USE 2-#5 HORIZONTAL BARS AT TOP AND BOTTOM OF ALL LINTEL BEAMS EXCEPT COL. AS SHOWN OTHERWISE. z Q 24/4 PATTERN WIDTH I 13. PROVIDE 2-#5 VERTICAL BARS AT ALL CORNERS AND WALL ENDS. o z B 1/4" C B D A INTERIOR METAL STUD PARTITIONS 14. ALL WALL OPENINGS SHALL BE SHORED FOR A MINIMUM OF 28 DAYS UNLESS o a WELD ALL FLUTES MIN. D NOTED OTHERWISE. � = PER SOUND MAXIMUM HEIGHT FOR METAL STUDS WITH � ~ } WELD ALL FLUTES DEFLECTION LIMIT L/240 - NON- BEARING 15. ALL REINFORCING STEEL SHALL BE GRADE 60 m 0 PER SOUND 2" MIN. 6 MIN. �L COL'S. & PLATES ( COL'S. & S " 16. TYPICAL WALL REINFORCING SHALL BE #4 AT 24" O.C. EACH WAY, EXCEPT AS Q OVERLAP AGE 16 OC SPACING SHOWN OTHERWISE. oz ui M NOTE: M a o SEE PLAN FOR BEAM DEPTH GAGE DESIGNATION' HEIGHT 17 GROUT SHALL CONFORM TO THE REQUIREMENTS OF THE ACI Q a 18. MATERIAL: z i' cLR. To D AND COLUMN SIZES. _ � WELD, TYP. 3/4" PLATE 3 5/8" 20 362S125-33 16'-0" � wo ROOF TRUSS 1/4 OA W/ (4) 3/4"0 A325 BOLTS " � " a) MOTAR SHALL CONFORM TO ASTM C 270. AND GROUT SHALL CONFORM Q < = END JOINT BUTT JOINT BUTT JOINT 3 5/8 18 362S125-43 17'-5" TO ASTM C 476 b) WATER USED IN MIXING MORTAR OR GROUT SHALL BE CLEAN AND FREE FROM > a 0 - 3 5 8" 16 362S125-54 18'-7" o a K z 4 / INJURIOUS AMOUNTS OF OILS. ACIDS. ALKALIS, SALT, ORGANIC MATERIALS OR u MEMETALDECK ATTACHMENT COLUMN CAP CONNECTION OTHER SUBSTANCES THAT MAY BE DELETERIOUS TO MASONRY OR c m 3 5/8 14 362S125-68 19'-11" REINFORCEMENT NONPOTABLE WATER SHALL NOT BE USED. Z) w w N Ir SCALE: 1 " = 1 '-0" - - 19 GROUT SHALL NOT BE USED UNLESS 4" 20 40OS125 33 17' 3" . ADDITIVES AND ADMIXTURES TO MORTAR OR Q Q APPROVED BY THE ENGINEER OR RECORD. w w 4" 18 400S125-43 18'-f0" 20. PRIOR TO GROUTING. THE GROUT SPACE SHALL BE CLEAN SO THAT ALL SPACES TO o a m F- z In M " BE FILLED WITH GROUT DO NOT CONTAIN MORTAR PROJECTIONS GREATER THAN 1/2" a a K v=i o o 4 16 400S 125-54 20'-2" u, In Fn Ljj MORTAR DROPPINGS OR OTHER FOREIGN MATERIAL. GROUT SHALL BE PLACED SO m o o w 4" 14 4005125-68 21'-6" THAT ALL CELLS SHALL BE FILLED Sm m cn 0 0 w o Ir `n A PERFORATED DRAIN PIPE SHOULD BE PLACED AT THE BASE OF ALL `" `" z Z s z o 0 a 6" 20 60OS125-33 23'-9" 21 RETAINING WALLS SO THAT HYDROSTATIC PRESSURE CANNOT FORM BEHIND u, z Lj �< THE WALL. o veva memo 01 6" 18 60OS125-43 26'-1" 22. ALL MASONRY PLACED DIRECTLY AGAINST SOIL (EARTH, SAND, GRAVEL, DIRT, Q 0 0 6" 16 6005125-54 27'-11" ETC.) OR WHERE STANDING WATER WILL BE PRESENT FOR MORE THAN ONE DAY AT A TIME, SHALL BE WATERPROOFED ON EA. FACE WITH THE ABOVE � N N N N N N N N v 6" 14 60OS125-68 30'-0" EXPOSURE INCLUDING ALL JOINTS W/ ADJOINING STRUCTURES (FOOTINGS, o p fO to N CO o toi o L WALLS, ETC.). THE CONTRACTOR IS RESPONSIBLE FOR USING AN INDUSTRY � ori to co r: CO of _ Z 8" 18 80OS125-43 32'-9" APPROVED METHOD FOR THE ABOVE WATERPROOFING. w o 0 0 0 0 0 0 Ma a 8p 16__T 800S125-54 35'-2 p 4 GENERAL MASONRY NOTES Q a 0 8 14 80OS125-68 J8'-1 � < � z PA/PM: 1. STUDS SHALL BE DEPTH AS INDICATED ON ARCH. DRAWINGS AND GAUGE AS � w DETERMINED BY HEIGHT OF WALL AND THE SCHEDULE ABOVE. < DRAWN BY: PH D 2. SEE ELEVATION 1/S1.3 FOR TYPICAL WALL FRAMING CONDITIONS. 0 w BYA JOB NO.: 12109 z c J. DESIGNATION CONFORMS TO STEEL STUD MANUFACTURERS ASSOCIATION STANDARDS. �� /3PE`.r � < AND 2009 INTERNATIONAL BUILDING CODE. o LL z SHEET Q z 4. LIMITING HEIGHTS ARE BASED ON PROPERLY FASTENED SHEATHING ON BOTH FLANGES OVER EGON Fn THE FULL HEIGHT OF THE STUD. `y 9, ZOO J� Q = TYPICAL INTERIOR PARTI110N WALL MAX HEIGHTS -I BRAD YOUNG $ ASSOCIATES, INC. Fy RAE .�o 51.44 5'1''12 L1 C'1'iJ R A L L+ 1V G T IV>;1✓ F2 T'IV G o SCALE: 1" = 1'-0" , 1320 W.HERNDON AVE.SLUE 101L�j - a_ FRESNO,CALIFORNIA 93711 EXPIRATION DATE: 6-30-2014 w J PHONE:(559)222-9600 FnX:(559)222-9633 1 77 < d Q z3x OR DOUBLE 2x MIN. ® 48" O.C. 48" O.C. 48" O.C. 48" O.C. 1. UNLESS SPECIFICALLY NOTED OTHERWISE NAILING SHALL BE DONE IN ACCORDANCE FOR CONDEQNS NOT LISTED. R�TO TABLE 23049.1 1. UNLESS SPECIFICALLY SHOWN OTHERWISE, BOLTS WHERE CALLED FOR ON THE CORNERS W SHEARWALL ON EA WITH THE FOLLOWING SCHEDULE, USING ONLY COMMON WIRE NAILS. NAILING NOT /Y'1 w 318"S / U.N.O. U.N.O. U.N.O. U.N.O. OF TFE 2010 CBC DRAWINGS SHALL BE MACHINE MADE A307 TYPE. F.1.� �I / PERPENDICULAR FACE WITH ONE NOTED BELOW OR ON THE PLANS SHALL HAVE A MINIMUM OF 2 NAILS AT EACH 2. ALL BOLTS AND LAG SCREWS SHALL BE PROVIDED WITH STANDARD STEEL WASHERS � 1 2" PANEL POINT OR BOTH SIDES HAVING EN FN CONTACT,CONTACT, 8d FOR 1x MATERIAL AND 16d FOR 2x MATERIAL. 15. BRIDGING TO JOIST, TOENAIL EACH END, , , , , 2-8d w UNDER HEAD AND NUTS WHICH BEAR ON WOOD ACCORDING TO THE WASHER 0 - o LL1w 3/8 �' SPACING CLOSER THAN 6" O.C. E.N. E.N. 2. NAILS SHALL NOT BE DRIVEN CLOSER TOGETHER THAN 1/2 THEIR LENGTH NOR 16. SOLE PLATE TO JOIST OR BLOCKING, SCHEDULE ON THIS SHEET, UNLESS SPECIFICALLY NOTED OTHERWISE W " „ CLOSER TO EDGE OF MEMBER THAN 1/4 THEIR LENGTH. HOLES SHALL BE BORED BLOCKING, FACE NAIL, , , , , , , , , , , , , 16d 0 16" O.C. r < - _ 9 48 O.C. / 3. BOLTS AND SCREWS SHALL BE TIGHTENED AT TIME OF ERECTION AND RE- z Elf - 3/8„ o WHERE NECESSARY TO PREVENT SPLITTING. PENETRATION INTO THE PIECE 17. TOP PLAE TO STUD, END NAIL, 2-16d FOR 2x4 TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. Q to Ll -T N � 1 2•• U.N.O. .............................................................. ...--...-..-........ .. RECEIVING THE POINT SHALL NOT BE LESS THAN 1/2 THE LENGTH OF THE NAIL. (NOT REQUIRED WHERE A35 3-16d FOR 2x6 O / - 4. SILL PLATES OF INTERIOR WALLS THAT ARE COVERED WITH STRUCTURE w O m I e- 'e' 3. WHERE POSSIBLE NAILS DRIVEN PERPENDICULAR TO GRAIN SHALL BE USED INSTEAD ANCHORS ARE USED) 4-16d FOR 2x8 0 1-11 3 g' + + PLYWOOD (SHEAR PANEL) AND EXTERIOR WALLS, SHALL BE FOUNDATION GRADE - ° / m 7+ -� OF TOE NAILS. 18. STUD TO SOLE PLATE , , , , 4-8d TOENAILS REASSURE TREATED D.F. 2x OR 3x (SEE SHEARWALL SCHEDULE) THICK AND OF z r , .fu m E.N. (USE ONE HALF OF REQUIRED TOE NAILS OR 2-16d ENDNAILS SAME WIDTH AS STUDS. ALL OTHER WALLS THE SAME EXCEPT PLATES SHALL BE w v v ° SEE PLAN FOR _ 4. BUILT UP BEAMS, JOIST, ND RAFTERS: ON ONE SIDE WHERE A35 ANCHORS W/ 2x SILL 2x THICK PRESSURE TREATED FIR. PRESSURE TREATED D.F. SHALL BEAR � 3- � DIAPHRAGM °� ARE USED). THE AWPB QUALITY MARK AND ALL CUTS OR HOLES SHALL BE RE-TREATED u N 0 NAILING/SCREWING SCHEDULE SILL PLATE 16d ® E.N. Z 16d ® E.N. TYPICAL1,12%12% 2x6 , , , • , , , , , , , , 6-8d TOENAILS z o, o� 16d SPACED PRIOR TO INSTALLATION. w w + 16d ® E.N. SPACING SPACING 1. AS SHOWN OR 3-16d ENDNAILS 5. NO SILL PLATE PIECE SHALL END WITHIN THE LENGTH OF SHEAR PANEL UNLESS � z 3" NOMINAL - TWO LINES SPACING W/ 2x SILL SPECIFICALLY SHOWN AND DETAILED ON THE PLANS. O o " + + 10" IN DEPTH OR LESS o U 3/4'Ox 12 ANCHOR - 2x8 , , • , , , , , , , , , 8-8d TOENAILS 6. BEARING WALLS AND PARTITIONS SHALL HAVE DOUBLE TOP PLATES, PROVIDE w BOLTS OR 4-16d ENDNAILS METAL FRAMING ANCHOR AT EACH SIDE OF TOP PLAE AT INTERSECTING w 3' o p v p v O TYPICAL 24" 24" W/ 2x SILL WALL PARTITIONS. O O O 1/2"0 BOLTS F_= `~ _ z z z SPACED AS " 7. PLYWOOD NOES: o C z w 1/2., ao PLYWOOD SHEATHING - 19. DOUBLE STUDS, FACE NAILS, 16d ® 12 O.C. STAGGERED r-, .cm < a0 a0 SHOWN w _ It A. IN HORIZONTAL PLYWOOD DIAPHRAGMS NO PANEL LESS THAN 24" WIDE MORE THAN 10" IN DEPTH 20. DOUBLE TOP PLATES, FACE NAILS, , , • , , , , 16d 0 16" O.C. w �4 ::::: o � 3/4" 2x OR 3x STUDS 2x OR 3x STUDS - SHALL BE USED. IN VERTICAL PLYWOOD DIAPHRAGMS, NO PANEL LESS o Q tn ~ '� PANEL POINTf�� 2x OR 3x STUDS THAN 12" WIDE SHALL BE USED. � o _ 0 �7 2" TYP. T.&B. 21. TOP PLATES, LAPS AT INTERSECTIONS, m w N 1/2" FACE NAILS, , 2-16d B. ANY PIECE OF PLYWOOD SPANNING ACROSS FEWER THN 3 SUPPORTS SHALL m Cm P4 Cf)LLI> 5. FOR PLYWOOD SHEATHING, SEE DIAPHRAGM DETAILS AND SCHEDULES. VERTICAL 22. CEILING JOIST TO PLATE, TOENAIL • , , , , , , 3-16d BE BLOCKED ON ALL EDGES. � C �, 1/2" INTERSECTION OF SHEATHED INTERSECTION OF SHEATHED INTERSECTION OF PANELS OF EXTERIOR GRADE PLYWOOD NOT INCLUDED IN THE PLYWOOD SHEATHING 0 Cn � �' SCHEDULE SHALL BE NAILED WITH 8d AT 6" O.C. AT PERIMETER OF PANELS AND 23. STUD TO CONTINUOUS HEADER, TOENAIL , , , , 4-8d C. SHEAR WALL PLYWOOD SHALL BE BLOCKED ALL EDGES. -i m o < 3/4" 1(A WALLS AT CORNERS. B AND UNSHEATHED WALLS SHEATHED WALLS 8d AT 12" O.C. AT INTERMEDIATE BEARINGS. 24. CEILING JOIST, LAPS OVER PARTITIONS, 8. ANCHOR AND/OR SILL BOLTS WITH UPSET THREADS ARE NOT PERMITTED. < J (a)WHERE THE DIAPHRAGM IS CURVED "OUT OF PLANE" FACE NAILS, , , , , , , , , , , , , , , , , 3-16d 9. BOLT HOLES IN WOOD SHALL BE OVERSIZED BY 1/32 STANDARD WASHERS SHALL ° 1/2 CDo (CURVE RADIUS = 6' OR GREATER) USE THREADED 25. CEILING JOIST TO PARALLEL RAFTERS, BE USED UNDER LL HEADS AND NUTS BEARING ON WOOD m m � NAILS W/ THE SAME MIN DIA. & LENGTH FACE NAILS, . , . , , , • , , , , , , , , , 3-16d 10. ALL BOLTS IN WOOD SHALL BE SPACED FOUR DIAMETERS MINIMUM AND SEVEN � 7 STUD WALL CORNERS AT INTERSECTIONS CHARACTERISTICS SPECIFIED & WHEN THE CURVE DIAMETERS MINIMUM END DISTANCE, UNLESS OTHERWISE NOTED. o SEE PLAN FOR 26. 1" BRACE TO EACH STUD AND PLATE, � wn DIAPHRAGM RADIUS IS LESS THAN 6' (2 1/2' MIN) USE WOOD FACE NAILS 2-8d 11. PREDRILL HOLES WHERE WOOD TENDS TO SPLIT. o NAILING SCREWING SCHEDULE NO SCALE ;',C' C%,., SCREWS W/ SIM OR GREATER DIA. AS NAIL w / REQUIREMENT & 3" LONG MIN. 27. DOUBLE RAFTERS, FACE NAIL 16d ® 12" O.C. 12. LUMBER SHALL BE GRADED IN ACCORDANCE WITH ANSI/AF&PA NDS-2005 �_ m~ 28. BUILT UP STUDS , , , 16d 0 24" O.C. CLASSIFICATION. DEFINITION AND METHODS OF GRADING FOR ALL SPECIES OF ~ 0 m SEE FOUNDATION PLAN o J �* NOMINAL - TWO LINES _ SHEARWALL FOR COLUMN INFO. 6. STUDS TO BEARINGS USE TOE NAILS EACH SIDE: 2x4-(2) 10d, 2x6-(3) 10d, 2g• BLOCKING BETWEEN JOISTS OR RAPERS LUMBER. SOLID SAWN LUMBER SHALL BE GRADE MARKED DOUGLAS FIR 19% z m 00 < WOOD I JOISTS 2x8-(4) 10d. STUDS OVER 14'-0" HIGH AT EXTERIOR WALLS, PROVIDE A FRAMING TO JOIST OR RAFTERS MOISTER CONTENT MAXIMUM AS FOLLOWS: w a: �, CUP ON ONE SIDE AT EACH END OF STUD IN UEU OF TOE NAILS ON THAT SIDE. = •� 0\ �� 7. BLOCKING BETWEEN STUDS, EACH END: (2) 10d TOE NAILS TOP & BOTTOM. TOENAILS, EACH SIDE, EACH END , , , , , , , 2-10d a) HORIZONTAL FRAMING MEMBERS (JOIST, RAFTERS, & BEAMS): D.F. #2 U.N.O. ~ CA m FOR JOIST SPACING OF 32 O.C. AND LESShq:lm TO JOIST OR RAFTER BEARINGS 0 z i- 3/8"' e4 8. DOUBLE TOP PLATE NAILING LEGEND: TOENAILS EACH END, 2-10d b) VERTICAL FRAMING MEMBERS (POST 4x AND LARGER): D.F. #1 (STUDS 2x ~ n d- 1/2" JOIST (A) LOWER PLATES (TO STUD): 2x4-(2) 16d, 2x6-(3) 16d, 2x8-(4) 16d. AND 3x): D.F. #2 = a I- .e , 7 4x DF#2 NAILER W/ 314 0 (SEE NOTE NO. 7 FOR STUDS OVER 14' HIGH.) 30. BLOCKING BETWEEN STUDS • , , , , , , , , , 2-16d OR " CD .5 'm '� o Of � '� 1/2" PANEL POINT FLANGE DEPTH OF TOP FLANGE HANGER, U.N.O. THREADED STUDS 032 O.C. EDGE NAILING 2-10d TOENAILS c) PLANKING, 2 OR MORE IN DEPTH: D.F. #2 � Q) a: O � N ° iv ' e . WIDTH RANGE JOIST RANGE STAGGERED (B) UPPER PLATE TO LOWER PLATE, 16d NAILS: 31. 1x8, OR LESS, SHEATHING EACH BEARING , , , 2-8d °` rn NAILER IN THE 13. STRUCTURAL GLUED-LAMINATED TIMBER SHALL CONFORM TO ANSI / AITC STANDARD w 3/8 TYPICAL 16" 16" A190.1 AND ASTM D3737. THE FABRICATION SHALL BE PERFORMED IN AN APPROVED °� u ; m u - z z .. 32. BLOCKING BETWEEN JOISTS OR RAFTERS N .E 0 u � ro N z 3/8 1 1/2 0-14 ITT TO TOP PLATE 3-8d TOENAILS FABRICATIONS SHOP IN ACCORDANCE WITH CBC 1701 DESIGN AND MANUFACTURE m +� a w u ,� cv w 1/2„ 1 1/2 16 LBV MIDDLE OF A SHEARWALLL� OF STRUCTURAL GLUED- LAMINATED TIMBER. GLUED LAMINATED TIMBER SHALL J � ( °4' � 5 0 � N .. A 33. CEILING JOISTS TO TOP PLATE, , , • , , , , , 3-8d TOENAILS HAVE THE FOLLOWING MATERIAL PROPERTIES: SIMPLE SPANS: COMBINATION 24F-V4 J '� �' CD < m 1/2" 1 3 4' 0-16 WM SHEARWALL SEE FOUNDATION PLAN 3-8d DF/DF, CANTILEVERED SPANS: COMBINATION 24F-V8 DF/ DF, FB=2400, PSI FV=165 Q !1, .5 h0 'v N m 0i 4, m 3/8" / FOR SHEARWALL INFO. (C) UPPER PLATE TO LOWER PLATE AT SPLICE: (8) 16d STAGGERED 34. JOIST TO SILL OR GIRDER, TOE NAIL- . . . PSI, E=1,800,00 PSI, Fc=650 PSI, U.N.O. un Q > 2 1/4 - 2 5/16 0-12 WM -PLACE NAILER ON THE 9. MULTIPLE MEMBERS (KING, TRIMMER, POSTS) STICHED NAIL TOGETHER, 14. PLYWOOD SHALL CONFORM TO 2010 CBC STANDARDS CONSTRUCTION AND INDUSTRIAL OUTSIDE WALL OF THE TUBE STAGGER NAILS FOR STUD WIDTHS OVER 4": 16d ®6" O.C. 35. 1"x6" SUBFLOOR OR LESS TO EACH 0 L BEMANUFACTURED S z U) zSEE PLAN FOR 2 1/4 - 2 5/16 14-22 WP WHEN TUBE IS NOT AT THE 2-8d ( IN.) PI z a EDGE OF THE WALL, 10. MULTIPLE STUDS AT CORNERS AND INTERSECTIONS (AT CONTACTS): 16d 012" O.C. JOIST, FACE NAIL , . . • • • • • . • ' ' ' ' 2 STAPLES 1 GLUE. PLYWOOD YD DIAPHRAGMS PLYWOOD SHEAR WALLS SHALL BECONSTRUCTED WITH ° DIAPHRAGM 2 1/4 - 2 5/16 24-30 HW INCREASE NAILER SIZE UP TO 11. DOUBLE JOIST UNDER PARTITIONS: 3/4" PLYWOOD SHEETS NOT LESS THAN 4' BY 8'. EXCEPT AT BOUNDARIES AND w 4x DF 2 NAILER W 3 4 0 I° 36. 2" SUBFLOOR TO JOIST OR GIRDER, m / " w NAILING/SCREWING SCHEDULE # / 12" DEEP IF REQUIRED TO WHERE NOT BLOCKED APART, WILL BE SAME AS BUILT UP BEAMS NOTE NO.5. BLIND AND FACE NAIL 2-16d CHANGES IN FRAMING WHERE MINIMUM SHEET DIMENSION SHALL BE 24" UNLESS o 0 2 1/2 - 2 9/16 0-13 LBV THREADED STUDS 016 O.C. ::) GET TO THE EDGE OF THE WHERE BLOCKED APART (AT EACH BLOCK SIDE): (2) 16d. ALL EDGES OF THE UNDERSIZED SHEETS ARE SUPPORTED BY FRAMING MEMBERS Cn 4" NOMINAL - THREE LINES 2 1/2 - 2 9 16 14-30 HWI EDGE NAILING SHEARWALL TYP. U.N.O. 12. TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF APPROXIMATELY 30' WITH THE 37. BUILT-UP HEADER, TWO PIECES OR BLOCKING. FRAMING MEMBERS OR BLOCKING SHALL BE PROVIDED AT THE EDGES Q / , , , , , , 16d 016. O.C. LONG OF ALL SHEETS IN SHEAR WALLS. DIAPHRAGM SHEATHING NAILS OR OTHER APPROVED >- Li< SEE FOUNDATION PLAN MEMBER AND STARTED APPROXIMATELY 1/3 THE LENGTH OF THE NAIL FROM WITH 1/2" SPACER EACH END SHEATHING CONNECTORS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE PANEL POINT 3 1/2 0-30 HWI FOR COLUMN INFO. THE MEMBER END , 16d 016" O.C. LONG SURFACE OF THE SHEATHING. SPAN RATING MUST MEET OF EXCEED SUPPORT -T 0 38. CONTINUED HEADER, TWO PIECES 11 JOIST NAILER o EDGE OF A SHEARWALL 30 EACH END SPACING FOR THE GIVEN APPLICATION. w D < B 39. 1" BRACE TO EACH STUD AND 15. LUMBER SHALL NOT BE CUT OR NOTCHED UNLESS APPROVED, IN WRITING, BY � cn FLANGE DEPTH OF FACE MOUNT HANGER, U.N.O. SEE FOUNDATION PLAN PLATE, FACE NAIL, , , , , , , , , , , , , , 2-8d THE ENGINEER OF RECORD. m w FOR SHEARWALL INFO. o O Q �• o WIDTH RANGE JOIST RANGE L 40. BUILT-UP GIRDERS AND BEAMS, 16. ENDS OF WOOD GIRDERS ENTERING MASONRY OR CONCRETE WALLS SHALL BE D SHEARWALL 2" LUMBER LAYERS 10d NAIL EACH LAYER AS PROVIDED WITH A 1/2" AIR SPACE ON TOPS SIDES AND ENDS. z N 1 1/2" 0-11 7/8 MIU 4x DF#2 NAILER W/ 3�4" 0 L/3 FOLLOW: 32" O.C. AT TOP 17. THE NUMBER AND SIZE OF NAILS CONNECTING WOOD MEMBERS SHALL NOT BE I o "o - e THREADED STUDS ®16 O.C. AND BOTTOM AND STAGGERED. z TWO NAILS AT ENDS AND AT LESS THAN THAT SET FORTH IN UBC FOR STANDARD CONSTRUCTION. C� 1 1/2 14 IUT 41. ROOF RAFTERS TO RIDGE, VALLEY z o wT1 SEE FOUNDATION PLAN EACH SPLICE. i < _ o• o FOR COLUMN INFO. 13. NAILS SHALL ACHIEVE THE MINIMUM PENETRATION SPECIFIED IN THE TABLE BELOW. OR HIP RAFTERS: 18. COLUMNS: O z w 1 3/4 0-20 MIU SEE SPECIFICATIONS FOR GRADE REQUIRED. EXPOSED COLUMNS SHALL BE SET o z m N NAILS SHALL NOT BE DRIVEN CLOSER TOGETHER THAN THE MINIMUM SPACING TOE NAIL , , , , , , , , , • . • • • 4-16d ly- NOR CLOSER TO THE MEMBERS END OR EDGE THAN 1/2 THE MINIMUM SPACING. PLUMB WITHIN t 1/8" w 2 5/16 0-30 HU (MAX.) 9 FACE NAIL , , , , , , , , . . . . • •3-16d '� HOLES SHALL BE BORED WHERE NECESSARY TO PREVENT SPLITTING. 19. THE CONTRACTOR SHALL USE CONVENTIONAL FRAMING TECHNIQUES WHEN FRAMING � w~ N Lo 2 1/2 0-16 HU EDGE NAILING 42. RAFTERS TIES TO RAFTERS, FACE. . , . , . . , 3-8d THIS STRUCTURE. WHEN THE DETAILS OR PLANS DON'T SHOW OTHERWISE, > = SHEARWALL COMMON WIRE NAIL P'ROPr=FMES CONTACT THE ENGINEER WITH ANY FRAMING QUESTIONS BEFORE BEGINNING 2 1/2 18-26 MIU 43. ALL NAILS EXPOSED TO THE WEATHER SHALL BE GALVANIZED. CONSTRUCTION. m SEE PLAN FOR NAILER CORNER MINIMUM 44. JOIST TO LEDGER 3- 16d (ONLY 0 JOISTS W/ TOTAL LENGTH OF 4' OR LESS A PENNY WEIGHT NAIL PENETRATION* 20• ALL METAL CONNECTORS IN THESE PLANS ARE MANUFACTURED BY SIMPSON STRONG - z DIAPHRAGM (SIZE) DIAMETER 45. JOISTS/TRUSSES OR RAFTERS AT BEARING, -i AND SPACING TOENAIL EACH SIDE, , , , , , , , , , , , , 2-10d TIE. THE CONTRACTOR MAY USE A SIMILAR PRODUCT BY A DIFFERENT MANUFACTURE Q . LL < NAILING/SCREWING SCHEDULE DIMENSIONS U OF TWO SHEARWALLS 46. CEILING/SOFFIT JOISTS TO PERPENDICULAR IF THE STRUCTURAL VALUES FOR THAT PRODUCT ARE EQUAL TO OR GREATER THAN v C 6d .113 1.36" FOR THE PRODUCT SPECIFIED. THE CONTRACTOR MUST PROVIDE DOCUMENTION THAT w m 2x (WALL WIDTH) DF#2 „ LEDGER/BEAM 3-16d OR FM HANGER ® 2x4 0 TYP. BOUNDARY FASTENING JOIST TOP FLANGE FACE MOUNT JOIST TOP FLANGE FACE MOUNT NAILER WITH HILTWIDTH) ZF 47 P8 8d 131 1.57 4-16d OR FM HANGER 0 2x6 PROVIDES A SIDE BY SIDE COMPARISON OF THE TWO PRODUCTS FOR A GENERAL z (SHOWN IS TWO LINES STAGGERED) HANGER, U.N.O. HANGER, U.N.O. HANGER, U.N.O. HANGER, U.N.O. (OR DNI 47 Pe) SHOT PINS 5-16d OR FM HANGER ® 2x8 REVIEW FROM THE ENGINEER OF RECORD. Q w z „ 1 Od .148 1.78" 6-16d OR FM HANGER ® 2x10 21. ALL NEIN FRAMING LUMBER SHALL HAVE 19% MAX. MOISTURE CONTENT WHEN THE Cn = FL< oFf024 O.C. (MIN. 3 PER NAILER) 7-16d OR FM HANGER ® 2x12 z ~ NOTE• 2x4 HU24TF LUS24 3x4 HU34TF U34 16d .162 1.94" FM HANGER ® WOOD I-JOIST ROUGH FRAMING PACKAGE IS FINISHED AND BEFORE ANY ADDITIONAL INTERIOR o 2x6 J626 LUS26 3x6 W36 U36 �/ god 192 2.30" FRAMING BEGINS. z = 1. THIS DETAIL APPLIES TO ALL LOCATIONS THAT REFERENCE STAGGERED NAILING. TYP.P. DETAIL A NON-SHEARWALLS +PENETRATION INTO THE PIECE 22 WHEN COUNTERSINKING OON ERSI KCN ONLY BARED BY A GREATER INTHESE TPLANS. THE OF DEPTH OF w z 2. SPACE PANEL END AND EDGE JOINTS 1 8 REDUSE SPACING BETWEEN 2x8 JB28 LUS26 3x8 W38 U36 D o ° LINES OF NAILS SCREWS AS NECESSARY TO MAINTAIN MIN. 3 8" FASTENER RECEIVING THE POINT BOLT HEAD OR NUT & WASHER. 7 / / 2x10 JB210 LUS28 3x10 W310 U310 4x DF#2 NAILER W/ 3�4" 0 0 v~ EDGE MARGINS, MIN. SPACING BETWEEN LINES IS 3/8". THREADED STUDS ®16 O.C. 14. NAILS USED IN PRESSURE TREATED LUMBER SHALL BE HOT DIPPED GALVANIZED. 23. PROVIDE A DOUBLE ROW OF BN TO ALL FRAMING ON IDENTIFIED STRUT AND/OR w Li :� r ROOF SHEATHING " z 2x12 JB212 LUS210 3x12 WNP312 U310 COLLECTOR LINES (ie: IF PLYWOOD EDGES ARE ON A STRUT AND/OR Q Q Z�_ COLLECTOR LINE THERE WILL BE 4 ROWS OF BN STAGGERED IF THE STRUT u . 3 NAILING SCHEDULE O STAGGERED NAILING / SCREWING 2x14 LB214 LUS210 3x14 WNP314 U314 AND/OR COLLECTOR IS AT THE EDGE OF A DIAPHRAGM OR W THE MIDDLE OF � z �� 2x16 L6216 0214 3x16 WNP316 U314 A SHEET OF PLYWOOD (NOT ® EDGE OF PLYWOOD) THERE WILL BE 2 ROWS w AT DIAPHRAGMS WHERE SPECIRED �,r wNoo2-2olocBc 0 ON BN STAGGERED TYP.) o z <2x2x3/16 W/ (2) 1/2" 0 x 3" SILL PLATE 24. ALL LAG SCREWS SHALL HAVE LEAD HOLES AS FOLLOWS w //�•�'�� z TOP FLANGE FACE MOUNT TOP FLANGE FACE MOUNT STEEL BEAM LAG BOLTS TO SILL PLATE, TYP. - _ a) THE CLEARANCE HOLE FOR THE SHANK SHALL HAVE THE SAME DIAMETER z W ° w 1. THE PREMANUFACTURED STEEL CONNECTOR STRAPS AND CLIPS WITHIN JOIST JOIST 4'-0" LAP PLATES 48" AT - - AS THE SHANK, AND THE SAME DEPTH OF PENETRATION AS THE LENGTH o THESE PLANS ARE TO BE MANUFACTURED BY SIMPSON STRONG TIE OR HANGER, U.N.O. HANGER, U.N.O. HANGER, U.N.O. HANGER, U.N.O. TOP PLATE SPLICES - - OF UNTHREADED SHANK. w Z w SPLICE- USE 12-16d v LIJ c1 EQUIVALENT. NAILER w STEEL ROOF BEAM TYP. U.N.O. MUST BE CENTERED EACH SIDE OF SPLICE 3/16 HSS 3x3x3/16 STANTON BRACE ® 10' O.0 b) THE LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A DIAMETER w O 2• THE MANUFACTURES RECOMMENDATION FOR NAIL SIZE WHEN 4x4 HU44TF LUS44 6x6 WNP66 HU66 (MAX.) OE ON A STUD SEE FRAMING DETAILS EQUAL TO 60% TO 75% OF THE SHANK DIAMETER IN THE WOOD AND w Q (MAX.) & AT ENDS OF SILL PLATE w Of Q FOR ADDITIONAL SPLICE TOP OF FOOTING A LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED �n CONNECTING TO WOOD & SMS WHEN CONNECTING TO STEEL) AND 4x6 HUS46TF LUS46 6x8 WNP68 HU68 (MAX.) THAT DO NOT STOP 0 A FULL HEIGHT POST. _, V o SPACING MUST BE FOLLOWED TO OBTAIN FULL CONNECTOR VALUES, REQUIREMENTS IF GIVEN GREA R DIAMET RSPORTION. THE G THE THREADED PORTIONER PERCENTILE SHALL POFT LAG SCREPLY TO LAG WS OF Q 4x8 848 LUS48 6x10 WNP610 HU610 (MAX.) NOTE TOP PLATE SPLICE 2 � W o - 3. MIP CONTRACTOR MUST FOLLOW THE REQUIRED MINIMUM END LENGTHS DOUBLE TOP PLATE ( ) FOOTING BARS OR 12 SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING WITH A WRENCH LL a 1. IF THE WALLS ON THE SIDE OF THE TUBE SHOWN ARE NOT SHEARWALLS n ji aADDITIONAL FOOTING BARS. NOT BY DRIVING WITH A HAMMER. SOAP OR OTHE LUBRICANT SHALL ° NAIL SIZE AND SPACING PROVIDED BY THE STRAP MANUFACTURE WHEN 4x10 HUS41OTF LUS410 6x12 HW612 HU612 MAX. OR EXTERIOR WALLS USE DETAIL D/- NAILER & ATTACHMENT, TYP. FRAMING STUDS -i-I- (n O J USING STEEL COIL STRAPS. SEE THE PLANS FOR ANY ADDITIONAL END ONE EA SIDE OF TUBE BE USED ON THE LAG SCREWS OR IN THE LEAD HOLES TO FACILITATE Q w ., 4x12 HUS412TF LUS412 6x14 HW614 HU614 MAX. 2. THERE SHALL BE A MINUMUM OF 3 STUDS PER NAILER. INSERTION AND PREVENT DAMAGE TO THE LAG SCREW. w LENGTH REQUIREMENTS IF ANY. COIL STRAPS MUST BE NAILED AT 3 1/2 3. ALLOW 9" MIN. WOOD EDGE DISTANCE AT THE END STUDS. NOTES; Cn O.C. (MAX) FOR THEIR ENTIRE LENGTH TYP. (TIGHTER SPACING MAY BE 4x14 HUS414TF LUS414 6x16 HW616 HU616 MAX. 4. DETAIL D - IS THE TYP. NAILER REQUIREMENT AT NON SHEARWALLS OR 1. HOLDOWN BOLTS SHALL NOT REPLACE SILL ANCHOR BOLTS. Co o REQUIRED ® ENDS PER THE MANUFACTURE OR PER PLAN) SHEARWALLS W/ 3/8" SHEATHING & Bd NAILS 06" O.C. E.N. & 12" O.C. 2. ANCHOR BOLTS WITH UPSET THREADS SHALL NOT BE USED. 1 GENERAL WOOD NOTES 0 U i Q 4X16 WNP416 HU416 (MAX.) F.N. U.N.O. 3. SILL PL W/ HOLE OR NOTCH LARGER THAN THE SILL WIDTH SHALL REQUIRE EXTRA ANCHOR BOLTS, SAME AS AT END OF SILL PIECE. cn 4. HEADER BEAM SIZES ARE TYP. U.N.O. OR DETAILED OTHERWISE WN0o1-2010CBC 4. ALL STRAPS SHOULD BE CENTERED ON THE JOINT BETWEEN THE TWO 5. "THREADED STUDS" REFERENCED ABOVE OR ELSEWHERE IN THE PLANS / o PIECES OF FRAMING BEING CONNECTED, LINO. SHALL BE THREADED NELSON STUDS OR A36 (MIN. STRENGTH) THREADED 5. SEE NAILING SCHEDULE FOR TYP. NAILING U.N.O. DRILL 3/4"0 HOLE AND CUT o V 6. A WALL STUD MUST BE PLACED UNDER ALL ROOF TRUSSES BEARING ON A WALL THAT ARE OVER 20' IN LENGTH OR IN BUILDINGS SUPPORTING SNOW LOADS SEE DESIGN CRITERIA ON S1.1 `+ GLUCANS 6 Roos WITH +1/B' THICK FILLET WELD ALL AROUND, TYP. ( NOTCH AS SHOWN. USE THIS DO NOT OVERCUT ° 5. WHEN STRAP/CLIPS ARE CONNECTED TO STEEL FRAMING THE CONTRACTOR TO SEE IF SNOW LOADS ARE APPLICABLE TO THE PROJECT) TYP. LINO. STUDS MAY BE PLACED ® 12" O.C. ® CONTRACTOR OPTION. DETAIL WHERE NOTCH IS z 3: 6. USE E/- NAILER & ATTACHMENT SPECIFICATIONS 0 BEAM NAILERS TYP., U.N.O. w w} MUST USE A SMS WITH THE SAME GAGE (DIAMETER) AS THE LISTED NAIL / 7. A WALL STUD MUST BE PLACED UNDER ALL FLOOR TRUSSES BEARING ON A WALL THAT ARE OVER 18' IN LENGTH OR IN BUILDINGS SUPPORTING SNOW LOADS (SEE DESIGN CRITERIA ON S1.1 MORE THAN 3/4". - - - � o z (BY THE MANUFACTURE). THE SCREW MUST BE LONG ENOUGH TO GO TO SEE IF SNOW LOADS ARE APPLICABLE TO THE PROJECT) TYP. U.N.O. � w TOP FLANGE FACE MOUNT B. A DOUBLE WALL STUD (TRIPLE 0 4" WALLS) MUST BE PLACED UNDER ALL BEAMS & MULTIPPLE TRUSSES BEARING ON THE WALL, (TRIPLE (QUADDRUPLE ® 4" WALLS) 0 MEMBERS � T- F THROUGH ALL FRAMING & EXTEND BEYOND 1/2". (CONTACT THE ENGINEER JOIST SIZE TYP. NAILER DETAIL _ _ _ w� HANGER, U.N.O. HANGER, U.N.O. OVER 18' IN LENGTH OR IN BUILDINGS SUPPORTING SNOW LOADS. SEE DESIGN CRITERIA ON 51.1 TO SEE IF SNOW LOADS ARE APPLICABLE TO THE PROJECT) NP. U.N.O. BEFORE BEGINNING CONSTRUCTION IF THERE ARE ANY QUESTIONS) 9. GLULAM BEAMS SHOULD GET STANDARD CAMBER "UP' U.N.O. m 3 1/8" GLULAM LEG HGUS / (GLULAM DEPTH) vv - 10.WHERE A DIMENSION LUMBER BEAM IS SPECIFIED THE CONTRACTOR MAY CHOOSE TO USE A GLULAM BEAM OF EQUAL OR GREATER NOMINAL WIDTH & DEPTH. � O O `;`/ w „ 11. ALL GLULAM BEAMS SHALL BE SUPPORTED BY A (WALL WIDTH x WALL WIDTH) POST (ie: 2x6 STUD WALL - USE 6x6 DF#2 POST) USE THIS DETAIL 45' J O o- < ^ 5 1/8 GLULAM EG EG (W/O TOP FLANGE) 45" LAP w 2 16d NAILS 0 1 3 4 O.C. WHERE NOTCH IS < w 13 STEEL STRAP NOTES „ 105" LAP W/ (2) lOd NAILS ® 3 1/2" O.C. 12• THE STUDS IN A MULTI STORY WALL MUST LINE UP FROM THE ROOF TO THE FOUNDATION ADD ADDITIONAL STUDS IF NECCASSARY. LESS THAN 3/4' 1 6 3/4 GLUCAN EG EG (W/O TOP FLANGE) 13.WHEN A BUILDING SUPPORTS SNOW LOADS USE THE HEADER OR BEAM SIZE THAT CORRESPONDS TO A MEMBER TWICE THE LENGTH AS THE ACTUAL WOOD JOIST NOTCH r p I '' SPAN (ie: A 6" WALL WITH A 6' OPENING / HEADER USE A 5 1/8"x12 GLULAM W/ (2) TRIMMER STUDS (REQUIRED FOR A 12' OPENIG) ry < 8 3/4" GLULAM EG 14. INTERIOR WOOD FRAMED WALLS THAT ARE NON-BEARING & NON SHEARWALLS MAY HAVE A 2x SILL PLATE W/ HILTI X-DNI (.145 0) x 1" EMBED SHOT PINS 0 18" O.C. & EA END OF INDIVIDUAL PIECES OF D/3 MIN. NO DRILLED HOLES < 12ga. x 3 WIDE SILL INPLACE OF EMBEDED ANCHOR BOLTS. OR SLOTS IN THIS AREA � INOTES ' ° • • SIMPSON STRAP 15. THE CONTRACTOR MUST COORDINATE & IF NECESSARY DECREASE THE SILL BOLT SPACING SO THAT THE TOTAL NUMBER OF SILL BOLTS REQ'D. ARE INSTALLED IN ALL = Q L / 3 L / 3 L / 3 � m z 1. THIS SCHEDULE GIVES TYPICAL HANGER SIZES, U.N.O. ON PLANS. SHEARWALL SILL PLATES (IE: IN A 4' SHEARWALL W/ SILL BOLTS SPACED ® 16" 0/C & 9" OFF EA. END THERE SHOULD BE 48/16+1=4 SILL BOLT ANCHORS) 2. IF THE DETAILS DO NOT INDICATE WHETHER A TOP FLANGE OR FACE MOUNT 34" LAP W/ (2 16d NAILS 0 1 3 4" O.C. 16.AT FULL HEIGHT / SHEARWALLS SUPPORTING JOISTS/TRUSS SPANS GREATER THAN 30',34',&38' (COMBINDED SPANS OF 30',34',&38' EACH SIDE OF THE WALL) USE 2x DF#1 D D COMBINED -L HANGER IS USED CONTACT THE ENGINEER BEFORE SELECTING A HANGER. 78" LAP W/ (2) 16d NAILS 0 3 1/2" O.C. STUDS 016" O.C., 2x SELECT STRUCT STUDS 016" O.C., & 3x DF#2 STUDS ®16" O.C. RESPECTIVELY, TYP. (STUDS OVER HEADERS CAN BE 2x DF#2 0 16" O.C. U.N.O.) ALLOWABLE IS D/10 z Z 17.ALL BEARING / SHEARWALLS MUST HAVE SHEATHING (PLYWOOD, OSB, OR GYPSUM BOARD) ON BOTH SIDES OF THE STUD WITH CODE MINIMUM ATTACHMENT OR BETTER, TYP. � 3. THE HANGERS LISTED IN THE ABOVE TABLE ARE THE MINIMUM REQUIREMENTS D - DI> 11 __° w vi w FOR A SIMPSON STRONG TIE HANGER. THE CONTRACTOR MAY CHOOSE TO USE 14ga. x 3" WIDE HEADER OR BEAM SPAN OF MEMBER - - w � A HANGER OF THE SAME TYPE AS REQUIRED BY THE DETAILS BUT WITH SIMPSON STRAP D/3 0 u Q m GREATER STRENGTH PROPERTIES. U.N.O. DOUBLE TOP PLATE D D D D D D < ° 4. THE HANGER SCHEDULE IS ONLY APPLICABLE FOR HANGERS FOR ROOF 25" LAP W/ (2) 16d SINKERS 0 1 1/2" O.0 SLOPE WHERE REQ'D. UP TO 3'-0" OPENING USE 1-2x STUD Q JOIST U.N.O. ( ie NOT FOR FLOOR JOIST) 49" LAP W/ (2) 16d SINKERS 0 3" O.C. (USE 3x SHAPED PL. I I I S-0" -8'-0" OPENING USE 2-2x STUDS FLOOR & ROOF BEAMS f JOIST m W/ 1 1/2" MIN. DIM. 8'-12' OPENING USE 3- 2x KING STUDS ~ 5. WHERE A WOOD BEAM RUNS INTO A STEEL COLUMN USE A STEEL SADDLE WHERE SLOPE IS REQ'D.) I I I NOTE: a_ 12 OPENING USE 3-2x KING STUDS & 1. HOLES & NOTCHES ARE NOT ALLOWED IN BEAMS IN COMMERCIAL o WELDED TO STEEL COLUMN, U.N.O. (SEE "TYP. WOOD BEAM TO SIDE OF • ° • ° 16 a. x 3" WIDE I I HEADER HEADER I I BRACE HEADER BACK TO ROOF FRAMING. x ° STEEL COLUMN" DETAIL) ° g (4) 16d NAILS OR BEAM REQUIRED CONSTRUCTION W/O WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. w z SIMPSON STRAP EACH END I OR BEAM NUMBER OF D < 6. TOP FLANGE HANGERS MUST BE USED AT ALL GLULAMS, U.N.O. SPAN SIZE 13 TRIMMER STUDS I I THEY ARE OK AS NOTED IN RESIDENTIAL CONSTRUCTION. � >- 16" LAP W/ (2) 10d NAILS 0 2 1/16" O.C. I I I I 2x STUDS ® 16"o.c. 2. VALUES ARE HALF OF THOSE SHOWN ABOVE ® GLULAMS OR OTHER 7. A TOP FLANGE HANGERS MUST BE USED AT ALL WOOD I-JOIST, U.N.O. UP TO 4'-0" STUD W.x6 1 0 SIMPSON A35 T&B I I " 1 2x TRIMMER STUDS 0 O'-12' MANUFACTURED BEAMS. � 8. HANGERS FOR MANUFACTURED JOIST ARE SPECIFIED BY THE JOIST MANUFACTURE. EI-O"TO 1 '- STUD W.XB 1 HE T Q OF KING STUD & 3. THESE VALUES DO NOT APPLY TO MANUFACTURED TRUSSES OR JOIST. DO o- SEE JOIST MANUFACTURES PLANS FOR MORE INFO. 18ga. AND HIGHER � 8'-0"TO 10'-O" STUD W.x10 2 HEADERS � m x 1 1 4" WIDE HDR. FOR OPN GS I I I I 4x OR (2-2x) 012'-16' HEADERS NOT NOTCH OR DRILL HOLES IN MANUFACTURED TRUSSES OR JOIST W/0/ w / LARGER THAN 6'-0" 10'-0"TO 12'-0" STUD W.x12 2 THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD & THE � Q L- ~ USE 6x POST UNDER ALL OTHER ° SIMPSON STRAP I I 12-O"TO 14-0" GLULDAMWx12 2 I I 7HEADERS, U.N.O. o w � 1O TYP. HANGER SCHEDULE NDN. ACRIAL W D6 D 4 D3 I I 14'-0"TO 16'-0" STUD W.x13.5 2 I I 4 3-1 9 7 - 8 = w GLULAM 6 5- 2 8 - B 1- a GN009 1. ALL OF THE STRAP MANUFACTURES AND I.C.B.O. RECOMMENDATIONS FOR STRAP I I „ I I 2x STAGG. BLOCKING o _ _ _ _ z ° USE AND INSTALLATION MUST BE FOLLOWED. GREATER THAN STUD W.x (1 OF W.x6 POST 0 SHEATHING EDGES, 1D 9- - 2 2- s 1s 0 w DOUBLE BLOCKING 11 16'-O" DEPTH PER FOOT I I TYP. 8'-O* MAX. 11 -1 1-7 2-1 3- d z 2. THE ENGINEER MUST BE CONTACTED IF THERE ARE ANY INSTALLATION QUESTIONS o WHEN OPENING IS BEFORE INSTALLATION BEGINS. I I OF HEADER SPAN) I I 14 13-1 4 2-3 6 3- 16 3 8 NOTE: w = GREATER THAN TWO 3. OTHER MANUFACTURES MAY BE USED AT THE CONTRACTORS OPTION. NO HOLES OR NOTCHES ARE NO NOTCHING IS I- } JOIST SPACING. I I I ALLOWED IN THE TOP PLATE ALLOWED IN TOP 0 4. THE LAP SHOWN IS ALSO THE MINIMUM LENGTH OF STRAP HOEDOWN IF REQUIRED - I I (2) 2x DF#2 SILL PLATE. SEE STANTON BRACE DETAIL FOR MORE INFO. 2x BLOCKING WHERE SPLICE ZONES. PLATES w C� 0 z ■■ ■■ ■1 1■ ANCHOR BOLT m Z BLOCKING SAME REQUIRED PAST A SPLICE LOCATION. SEE FOUNDATION PLAN LALLOWABLE BORED HOLE DIA. IS ALLOWABLE 5/8 0 x 7 EMBED ANCHOR BOLTS OCCURS AT STUD BORED HOLE IS - < CTHICKNESS AS I 11[l 50% OF THE STUD WIDTH WHEN O LU 0 4'-0" O.C. AND 9" FROMTHE STUD IS DOUBLED NO MORE 40% OF PLATE zm I•II• STUDS OR JOISTS. I ENDS U.N.O. (SEE NOTES) SILL PLATE, SEE GENERAL WOOD THAN TWO ADJACENT STUDS MAY WIDTH J o bi Cc . Fz r _ _ _ _ _ - c, STEEL COIL STRAP SPLICE " ALLOWABLE NO SCALE ;; NOTES & FOUNDATION PLANS BE BORE[?„ 7 MIN. SILL BOLT EMBED BORED HOLE IS ALLOWABLE CUT OR < REQUIRED NUMBER OF TRIMMER STUDS OF WIDTH o CANNOT BE COUNTER SUNK FOR HOLDOWNS A35 TYP. I SIMPSON LSTA 15 ® ALL BREAK IN SILL PLATE 4 g g BOLTS. AN ADDITIONAL PIECE OF FRAMING 25% OF PLATE „ �� +� WIDTH 25% OF WIDTH MIN. o � < (4) CORNERS. 4" SEE PLAN FOR SIZE & EDGE OF STUD Q SEE NOTE 15 FOR MORE TYP. TYP. TYP. MUST BE USED AT THE FACE OF TRIMMER " ALLOWABLE BORED CLEARANCE ES OF < = I I TYP SPACING, 48 O.C. MAX. HOLE DIA IS 25% HOLE m STUD OR JOIST, DOUBLE JOIST INFO ON SILL BOLTS STUD THAT CAN BE COUNTER SUNK CD I OF ANY STUD ALLOWABLE : z � WHEN OPENING IS GREATER THAN (ie: ADDITIONAL TRIMMER STUD OR PLYWOOD, etc.) BORED HOLE IS o � I I• •I JOIST SPACING. 25% OF WIDTI�#QR 60% OF STUD U ¢ o< (D I I I ;,- = = PLYWOOD OR 4 TYP. WOOD WALL FRAMING PLUS TYP" HEADER AND BEAM SIZES EDGE OF STUD WIDTH � m m V) I - - - - -�� - - DIAGONAL CLEARANCE ES NO BORED HOLES ? w - •I III SHEATHING NorcH IS 25% OF LOCATED MAY BE ,;,; ;,;_, ALLOWABLE CUT OR :P� AT THE SAME w LLJ N � STUDS THAT HAVE �N w1On1 Q m m m WHERE THE STUD w w SECTION OF STUD Q Y ¢ � � NOTE: WIDTH DOUBLE UP � tY M WHERE PLYWOOD OCCURS ON EACH SIDE OF THE STUD WALL THE NAILING 0 IS CUT OR w � In �- m LL PERIMETER NOTE: ROOF oR FLOOR NOTCHED o 2 ¢ m 0- z a- z EACH SHEARWALL MUST BE STAGGERED FROM SIDE TO SIDE (ie: EN 0 6" O.0 MEMBERS BEARING W J -i ¢ O ¢ O W F- NAILING AS PER BLOCK ALL SHEATHING EDGES WHEN ROOF FRAMING CHANGES ON EACH SIDE WOULD BE STAGGERED VERTIVCALY ON THE STUDS SO DIRECTLY OVER THE STUD WALLS NON-BEARING ::] � w M w w N w 1n � E.N. ON DRAWINGS DIRECTIONS WITHIN 16' OF DIAPHRAGM BOUNDARIES i.e. ® NOTCHED STUD INTERIOR CD m p p ( EFFECTIVELY THERE WILL BE NAILS 03" O.C. THE SAME CONCEPT APPLIES c� LLJ Z BLOCKING AROUND OPENING TURN FRAMING, etc.) PROVIDE SHEATHING BN TO FRAMING LINE TO NAILING ON HORIZONTAL FRAMING) NO BORED HOLES MAY BE LOCATED AT >- Z w THAT DIVIDES FRAMING DIRECTION CHANGES i.e.. TWO ROWS THE SAME SECTION OF STUD WHERE THE w N N F- z z z wll OF BN - ONE ES OF CHANGE TO SAME FRAMING MEMBERS / SHEARWALLS & o � � w z J W mw /N Fi00F OR WALL - II €� 6 1 „- I! -1 R BEARING STUD IS CUT OR NOTCHED z o z o U m IE €€ 13 II II 31 II TYPICAL WALL CONST. INTERIOR BEARING s¢E s1uO vnOTF1 Nam1iNO xnanl ROLL Owall�rt U U U 0g m U m O 11 II €! SEE "WALL FRAMING PARTITIONS NOM• ACTU&W/ 25% 40% 25% 50% 60% o PLYWOOD SHEATHING k I I I I II " 2x4 4' 3-1 2' 7/e ,-7 16• 7 8 1-3 4 2-1/8• z ° w SEE PLANS. SPAN RATING OPENING UNLESS zxfi s• 5 1 z ,-3 a z-, a ,-3 a 2-3 4 3-s 16 < MUST MEET OR EXCEED II €E II II 11 I' II NOTED OTHERWISE ON / o €I I 1 11 DRAWINGS w II €4 II II 11 I1 !1 2x6 8' 7-1 4 1-13116-12-7 8 1-3 16 3-5 6 4-3/8- LL] -3 8 Q 11 THE GIVEN APPLICATION 11 w €1 II SUPPORT SPACING FOR II €( II II 1€ 1I m 11 11 1€ 31 !! !€ 1 0- I 1 EDGE NAIL WHEN BLOCKED 11 11 PLYWOOD SHEATHING 1. HOLES AND NOTCHES ARE NOT TO BE LOCATED ADJACENT TO 0 1€ € 11 11 11 !€ !I SEE PLANS. SPAN RATING UNSOUND OR LOOSE KNOTS. m 7 7 7 Z 1I E €€ j I I 11 I1 11 11 €€ II € MUST MEET OR EXCEED 2. PREFERRED LOCATION OF NOTCH IS AT TOP OF MEMBER. 0 0 0 0 0 0 0 .- PROVIDE 2x €€ I1 11 11 1€ II �d 1€ I II JOIST SEE PLANS BLOCKING E SUPPORT SPACING FOR w z OPNG. THE GIVEN APPLICATION 1 E €I !1 €1 I 1 0 HORIZONTAL E€ 11 II 11 II fl I [-- Ll a w1! YWOOD I€ 11 11 €1 11 1! I w !I 1 € 1€ PLEDGES, U N OPANEL I NOTE: CUT AND NOTCH Q QF--11� 1 1 I 1 I i I I 1 p Q ROTATE SHEATHING 2 11 I€ II €I I1 II € 90° FROM WHAT IS cn 11 I u II 11 11 11 11 € SHOWN WHEN USING 7/16' NO SCALE z PA/PM: II SHEATHING AND THINNER. 1/16" �' < DRAWN BY: PH VERTICAL PANEL CC� LL 00 _ JOINTS MAY LINE UP SEE "TYP. WOOD WALL fRG z a0 WHEN THE STUD ® 1/8" FRAMING PLUS, TYP. HEADER (7�t_`\ cn w BYA JOB NO.: 12109 m THE JOINT IS A 3x FAND PLEA E BOLT DETAIL INFO., TYP. �\ v`` `'/" � OR GREATER STUD. RE LL I I I • I o SHEET z 1 I € � .1 �� RECON < co F ! I I " I - ppm z �Y.72 J Lu FIELD EDGE FIELD• EDGE EDGE 0 NAILING NAILING NAILING NAILING NAILING Q w ,_, BRAD YOUNG $ ASSOCIATES, INC. ��` {fie o S15 ROOF AND FLOOR DIAPHRAGM SHEAR WALL DIAPHRAGM 1 . LJ N x . U 1 N G N 1✓>4 R f N G RAE w VG '1 ■ FRE W. ,CAUFON AVI. 7.11 L'ILII FRFSNQ,CAL[FORN1A93?ll EXPIRATION DATE: 6-30-2014 w J DIAPIffACillll NO SCALE ' 1 NO SCALE FHONF:(559)222-9600 FAX:(559)222-9633 � Q z STIFFENER PLATE REQUIRED IF o - BEAM ON THE OTHER SIDE IS A W14x OR GREATER OR IF THE o z cr,~ BEAM IS 30 PLF OR MORE, TYP. WF STEEL BEAM 3:LL oa 1 j WF STEEL BEAM z O a� o D C �Dt C � o Y Y Y o o U L, z w .0 o D _ D D w E :E zQ Q z EQ. _ EQ. EQ. w MIN. B MIN. o c) 0 o EQ. D EQ. u U B MIN. W Y B MIN. D D o z z TYP. F+1 Y W o FULL HEIGHT PLATE FULL HEIGHT PLATE m �+ rn BEAM (WF,C,DA,TS) TO THE SIDE 2 BEAMS (WF,C,DA,TS) TO o �+ ol OF A WF BEAM CONNECTION BEAM CONNECTION J aLL NOTE: NOTE: w o < SEE CONNECTION SCHEDULE FOR MORE INFO. SEE CONNECTION SCHEDULE FOR MORE INFO. Q M IL WHEN A LARGER BEAM IS FRAMING INTO THE SIDE OF A SMALLER BEAM USE THE REQUIRED CONNECTION FROM o co CONNECTION SCHEDULE FOR THE SMALLER BEAM. (ie: W18 m FRAMING INTO A W14 USE P2 PLATE & W14 BOLTS ((4) o z 7/8" DIA. A325N BOLTS.)) w D C DC cn lo PLATE—SEE STEEL O PLATE—SEE STEEL cn T SCHEDULE GIRDER p o SCHEDULE GIRDER a _ o o g N p U N N W D O o Q EQ. D — D Q `� EQ _ m bD o � I~ p z B MIN. - - EQ. B MIN. STIFFENER PLATE m ,n N w B MIN. CD D REQUIRED IF BEAM J ° 5 Q rn N z ' EQ ON THE OTHER SIDE Q 04 .5 N 0.14-4 B EMIN.Q. B MIN. IS A W14x OR cn Of LL D GREATER OR IF THE Q cl D BEAM IS 30 PLF OR z z c MORE, TYP. a_ CDw u WUn o W Wui cn o wLLJ Q Q u 77 o- =o LJ cn U cn cn BEAM (WF,C,DA,HSS)/GIRDER CONN. BEAM (WF,C,DA,HSSVGIRDER CONN. m NOTE: BEAM ON BOTH SIDES BEAM ON ONE SIDE ',J z NOTE: LLJ_ Z SEE CONNECTION SCHEDULE FOR MORE INFO. o 0 SEE CONNECTION SCHEDULE FOR MORE INFO. z D D0 1/4" OVERSIZED ALL AROUND ES., TYP. zCC BOLTS—SEE OR IF A FLUSH CONNECTION IS NEEDED LLJ 0 WF STEEL BEAMCONNECTION / DESIRED USE A PARTIAL PENETRATION BUTT WELD ALL AROUND W A PLATE ,1J END PLATE (MATCH KNIFE PLATE SCHEDULE / > a SIZE THAT IS FLUSH TO THE TUBE THICKNESS FROM CONNECTION m o z C SCHEDULE) TYP. TS STEEL, TYP. _ � Q WLJ 77777-777-7 o a cn TS EQ _ Q z cn Q D Q CL B MIN. z EQ. PLATE EQ, O o B MIN. BB N w ZLLI= EQ. o O (TS) o o B MIN. - o Z ~ fp Lj VEND PLATE (MATCH KNIFE PLAT Z li U.N.0 THICKNESS FROM CONNECTION C 0 o W SCHEDULE) TYP. m > z FULL HEIGHT PLATE > NOTE: 1/4" SEE NOTE ABOVE FOR _I LJ ffQ = SEE "BEAM TO THE SIDE OF A WF BEAM W ALTERNATE WELDING z m o CONNECTION" FOR MORE INFO. W Z _ HSS BEAM TO THE SIDE HSS BEAM TO THE SIDE OF A TS BEAM a ly Q OF A WE BEAM SEOE CONNECTION SCHEDULE FOR MORE INFO. w rOn� o a NOTE: � Q V `_ z SEE CONNECTION SCHEDULE FOR MORE INFO. ♦ ♦ w Lli 0 v L.L BOLTS—SEE CONNECTION D D = J U) O L,j LJcn W TS Q00 SCHEDULE co Q oz z 0� cn U � zz z a Q — 0 f2 EQ. _ Q CL B MIN. C� o AT PLE EQ.LLJ ® F-- o z B MIN. J � r W o (WF,C,DA TO THE SIDE OF A TS BEAM M uzu CD o Q ULJ 0 .N.0 O �- W Q 1/4» w r Q WE BEAM TO THE SIDE OF A TS BEAM m z NOTE: SEE CONNECTION SCHEDULE FOR MORE INFO. U. � z uw L T YPI CAL BEAM CONNECTIONSLLJ w W c Q 0 o m c V) Q w w U x o w z : iZ DQ m 0 0 m Qfz Li m _ Q LLO W o o' Q w z 0 O 01-- a 0o az w cn w- w 0 m Z LL Q O w Q m J J D Q W Za cn 2 0 0� Z WQf Q Q : Q J z U Q :5 m N Z w In w < Q - I- CD F CD 3: Q W W w Q J m : N M / O Q m X Z X Z LLJLLJ m � d to d N Z m m U U U w fn N} z Lu Z O z 0 U 0' �` � F W Z J W J L� W — Z Z w U U U tL m U m 0 J L� z a 0 0 m Ld w o 0 o � ori cri co r� ao rn z 0 0 0 0 0 0 0 - w z a a w a m Q 0 Q z PA/PM: cn LL 0 f z DRAWN BY: PH W� �D Z \�'�� F � BYA JOB NO.: 12109 Q � 3PE � � z Q SHEET c� z REGON � CD W < �y9 2p J� BRAD YOUNG $ ASSOCIATES, INC. R'e y� r/ QLL1 , I STRUCTURAL -ENGINEERING �� '" `� w ��■� ii 0- " , 1320 W.HLI2NIJON AVE.SUI'1'L 101 FRFSNO,CALIFORNIA 937I1 EXPIRATION DATE: 6-30-2014 w J PHOT (559)222-9600 FAX:(559)222-9633 J Q a � � zz QO 0 Wm o Ow W � ch Ld z co 0 LLJ Q O N ww w w w = o _ o~ O5 W m O w w • O l• O w � zU E � Q z Li z U A 8 C 1� � � C� � 0 o) Q i � w 21'-O" 36'-0" = :F� 0 El- XISTIN6 ~ `} w o C Qo O 3 '- 3 '-IO37'-IO3 '-103 '-IO3 '-6 � Ow O W l0'- 0'-0 20-0 10-4 2 •N Elf P4 0 W 7E ow 7Ec J C) O w A t� S4.1 J mLIJ LL OQ m m w (N) 8'-O CMU SCREEN (N) DECORATIVE B C Q Ld o w w WALL PAVING COORDINATE I S4.1 S4.1 0 i NEW 51DEWALK W/ ARCH/CIVIL DW65. LLJ C) LJ FLATWORK REFER TOII 0 d °' z CIVIL DRAWINGS 2-O _ 2: m JLo Q (N) LOADING ZONE RIFY �cv T w PAVING COORDINATE n_ ....._.. ....-. .. .._ _ .... .... ........ Iry o 't� _ I Cf) _ Yy/ ARCH/CIVIL DW65. 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W � o I n TYP. \ ` > Li I I / z �... I l � (N) DECORATIVE Q a I I I r , STEEL FENCE V) LLJ cl Lcn -� < wz I r I G ° I J - J W I v /C� b zoLLJ If �o wLLIO ° OOQ 0I I G G G G G TE SLAB W/ #4 REBAR ® IV' O.G. EWItn `�11 , E D IN THE SLAB OVER 10 MIL. VAPOR I I 4 . 7 r / w - I BARRIER O R 3 THICK COMPACTED, GLEAN OPEN I :, 9 TYP z o In 11 I .. L S5.1 (N) FTG. o o w I ORAD D ROCK OF 3/4 MAXIMUM SIZE OVER I ii I �y�•� Q = m I I COMPACTED (TO 955K) SUBGRADE. MEMBRANE I 'i I I�� z W o I I JOINTS SHOULD BE SPLICED 4 TAPED. 1p z m I COORDINATE WITH CIVIL$ ARGH;L. DRAWINGS FOR I / o o � Li - w n - { I SLOPE 4 ADD'L. INFO., TYP. I p, NOTE: �; z I j I I I I i O SEE ARCH/CIVIL DRAWINGS a_ Q I m Q I FOR ADDITIONAL FLATWORK 1, IL I I I If / INFORMATION Q W - o I', I r=� �, Q r- r � F r- I � � o _ I -. �-. 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WALL z o 01-- 0 w z —WOOD P05TLicn cn _- PER PLAN w m oz z Q o w z � m J p Q LL] z V) ------------------------------------------------------------------------------------------------------ w z Q m J Q : Q z � o0 Q m Q m � z m m 6 w (A of T 55.1 � t= W w NOTE: � Q J m � V) T- 4 ELEVATIONS W/ THE ARCHITECTURAL PLANS = m w m w m THE CONTRACTOR MUST VERIFY ALL DIMENSIONS o a m o z z mLj-j W J N Q O Q O w z BEFORE BEGINNING CONSTRUCTION AND O = o o z FABRICATION $ REPORT ANY D I SGREPANG I E5 m m cnof w = TO THE ENGINEER. `�' `�' z z o z o U m Ld O Lt1 J W J W W W �- J � J � L W U U U Q` m U m 0 w SECTIONS oSCALE: 3/8" = 1'-0" W N N N N N N N N CEJ t0 u7 N O O N co O z d 0 0 0 0 0 0 00 cif W U) z ~ r a gLj� w � cill r_ Q C) - cn z z PA/PM: O o w DRAWN BY: PH ED OC \�'t� F BYA JOB NO.: 12109 Q PE z LLJQ SHEET z LL EGON cn CD 0 CD Licf) = LYg, _ BRAD YOUNG $ ASSOCIATES, INC. �FY RAE y° � 54.1 'J Q STRUCTURAL ENGINEERING w Cn LLJ 1,120 W.HERNDON AVE.SUTT E 101 JFRESNO,CAT.TFORNTA 93777 EXPIRATION DATE: 6-30-2014 n PI IONE:(559)222-9000 FAX:(559)222-9633 Q � r zz Q o - FULLY GROUTED 8" CMU WALL 2-#6 ® 8" OG (VERT. 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CONTRACTOR I IIIII m I1 I I=Ili 11— U) • Q • I/2 PLATES TO COORDINATE WITH ALL o III I m J 4 I' OTHER TRADES z W o LL ILIII. ° " IIIII I J o O N a ~ 4 Q a I I-1 I I I d z1 I J 0 #3 TIES ® 48"o.c. MAX Qf o d #4 TIES ® 24"o.c. MAX z I —1111 ' < m O uz-� a ( - TYP. DETAIL d oz a a IIIII- a "' a o a - VERTICAL DOWELS TO MATCH Q a ( VERTICAL DOWELS TO MATCH 0 ua a o VERTICAL WALL BAR NUMBER, „ „ a VERTICAL WALL BAR NUMBER, LLJ u w _ N D- a SCALE: I = I'-Oil SPACING � SIZE. SPACING � SIZE. � m Q SEE FOUNDATION 1 o m m 'Im 00 _j 0z a PLAN REINF. w , � LL cn 3-D 2-6 z 2x BLOCK, TYP. o 5EE FOUNDATION PLAN FOR REINF. 1 DETAIL o o U � c� :~ �s o 0 u 1"-1'-0" m o z w v N SCALE: bn �, �, ' t TAIL w J P. .5 �0 'V N o� ituJ _ ++ tSt 9 O C N W u n m U m N ivld !l. w z < SCALE:I =I -O A35 GL IF TYP. _ N (N) CONCRETE RAMP Q > o o z v z 0 0 Q � Q H554x4x5/16 ® 1/2" PRE MOLDED EXPANSION (nu GLR. MIN. 8'-0" O.G. MAX. QMATERIAL m (E) CONCRETE c" #4 x 36" DOWEL Al HILTILANDIONO, TYP. w #4 CONT. GG POST GAP HIT-RE-500-5D EPDXY bII z Q = w 0 D Q , 4" CONCRETE RAMP SLAB W/#4 cn IITl l..f..... BARS ® 12"o.c. E.W. CENTERED r m 0 c� IIII 8x8 DF#I TOE NAILED GLUED IN THE SLAB, TYP. A5 5HOWN w z 1 ® EA. END, SEE - ARCH'L PLANS _ zFOR MORE INFO. o0 - In o zp P05T PER PLAN _z 0 w z (3) #3 TIES 0 _ � T.O. (E) GRADE / PAVEMENT 0 (6) #5 VERTICAL BARS LLJ GB POST BASE LIJ I III I I I=1 11=1 1=1 —I 11=1 I_I I_I 1=1 1= to SEE ARCH'L PLANS I- J L'j IT FOR MORE INFO. Illi llll.III IIII ol 0. EQ 3 TIES a 12" O.G. cn w ,�+T.O. EXTERIOR A. o FLATWORK Q wz = Q cE OF COLUMN (3) #3 HOOP TIES z O cn r- z 3 O w (2) #3 TIES o F= 0 . • • • (4) #5 VERTICAL BARS 2 DETAILCD 0 z SCALE: I" = 1'-0" Z 0 0 0 z_ 3" 3" SEE FOUNDATION PLAN o GLR. GLR. FOR SIZE AND REINF. (N) CONCRETE RAMP (E) BUILDING 0 Mj Lj Z _ ol Q TYP. I,_6„ z W 01 LLJ o a 1/2" PRE MOLDED Z w EXPANSION MATERIAL w • W 7 L DETAIL DETAIL � D . 6 USE M015T CONCRETE SAND (ASTM G-33) AS SEE ARCH L. 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PLAN FOR 51ZE REINF. < Li M co 0 u CD 0 __j < CD L TAIL-j 2 DETAIL (Y D 50ALE:I I'-0 < < IL 0 F- 0 6 u LJ z D :2 LL, LLJ vi m Ld C) 0 m (n C/n < LLJ LLJ Ir U X < 0 C/� 0 00 z LLJ m 0 < LL 0 2 1 W 0 < D LLJ D_ 0- 0 o0 0 cn LLJ Cf) LLJ m -Z < 0 w >_ < mo < Ld cc z E- cn o 3: L 0 Ld < < 0� < m 0 z 3: u m < <0 co U) z 7) Ld LLJ U) ch� < Y ¢ z z F- Ld Ld U) (n 0 of z 6� m z W ch g 0 < 0 (L V3 0) Ld wEr 0 0 o w w CD zm) all ai m m U) of o w Ld 7) D z z z K U) U) U) Lu 0 z z 0 LLJ m m 0 m 0 02 < 0 LL 0 f� w N N N N N N N N LLJ LLJ 0 Cf) 0 cf) t0 to 7 7 " 7 q " q to M 0 r- M 0 Z0 a 0 a 0 a a LLJ LLJ LLJ w m < cn < z PA PM: 0 cn Lj_J DRAWN BY: PH 00 BYA JOB NO.: 12109 z I I < c/) E < < SHEET vi> EGON c/) 0 "1 IV CD < < BRAD YOUNG & ASSOCIATES, INC. U) 505'' < LLJ STRUCTURAL ENGINEERING RAV_ LLJ LLJ U� 1320 W.HERT\DON AVESUTTE 101 00 FRFSN0,CAI JFORNIA 937-11 a_ r3�10N DATE: 6-.30-22L4j PHONE:(539)222-9600 FAX:(559)229-9633 < z < c 0 0 z cr 201-611 < cu 0 L- Q� II' . 0 c) 0 4"x5/5" CONNECTOR -bil TYP KNIFE PLATE CENTERED cu z cic IN THE THICKNESS OF 5 1 W'xlb 1/2" 2OF-V15 TOP 5 1/&"xlb 1/2" 20F-VI5 TOP LLJ L) 0 => THE V400D MEMBER W A Q c�HOR.D CONT. AS SHOWN CHORD CONT. AS 5H0AN (4) 3/4" 0 BOLTS TYP. �4 AS SHOWN, U.N.O. :5> E YF- 15 —LLILT— TYP. TMP. 0 0 0 -- ---------I U Ld Ld -1 1/21, 2OF-VI5 WEB 0 5 I1b"x MEMBER, TYP. .... ...... 0 0 TYP. TYP. 5 1/4" d Li Typ.>-----TT— —"'�1/2" PLATE T U) PF m 0 (N) 6 514"x16 1/2" GL LAM TYP. TYP. C) 0 U cu < (U 0 5/8'xI2" LONG LLJ 5ADDEL tQ TOP OF COLUMN10 FRAMING OFF. OFF. 0 M 0 CD z ------- SUPPORT WEB aN M co 00 (4) 5/4" 0 A5O'l BOLTS < QLLJ T 011 cn 5" GAGE :3 U) m 71 0 L H55 COLUMN PER PLAN T 1 0 o v \1 cin c' CD u 5 1/2"x., -D 0 5 1/:2"xl2" 20E-VI5 --- /'7"xI2" 2OF-VI5 -7- 1 0 0 'ol BOTTOM CHORD : :2of=-\/i5 BOTTOM V) E30TTOM CHORD & 5/4"XI16 IA m 0 1/2" PLATE BRACE CHORD CONT. BRACE w '4 Ea Ea > 2OF- 0 cud - 14 Li FOR THE ENTIRE m &-4 LO : 5 I/a"xI2" 2oF-v115 w C14 Ui 4-J CA ON Ljj 1/4 SUPPORT WEB LENGTH OF THE TYP. TYP. w 1-4 Nt 0 TRU55 < 0 z I/2_' 1/4 E2 cr, 0 U� � > 51/211 >- < 5/51' KNIFE PALTE NOTE: -c cn 7 1. ALL EXPOSED EXTERIOR WOOD MEMBERS SHALL BE MANUFACTURED FROM ALASKA YELLOW CEDAR. PROVIDE SUBMITTAL WITH MATERIAL PROPERTIES PRIOR TO ORDERING. < = < CD 2.TRU55 MEMBERS SHALL CONFORM TO &RADE SPECIFIED. MOISTURE CONTENT AT THE TIME OF FABRICATION SHALL BE LESS THAN IcI% FOR SAWN LUMBER AND 125 FOR OLULAM. cn c LU-Z 5.THE LUMBER 15 VISUALLY EXPOSED AND MUST BE 5TRAIOHT, FREE OF DEFECTS, FREE OF MARKIN55, AND VISUALLY ACCEPTABLE TO THE ARCHITECT. 0 NOTE: U� Ui 4.ALL OU55ET PLATES ARE 51a" A56 STEEL WITH A30-7 BOLTS (DRILLED 1116" LONGER THAN BOLT DiAmETER) CENTERED IN THE THICKNESS OF THE MEMBER AS DETAILED, FILL KNIFE ALL DIMENSIONS ARE TO WORKING < PLATE 5LOT5 W HILTI 00200PO AFTER ALL PLATES HAVE BEEN INSTALLED. ALL SLOTS NEED TO BE ON THE TOP OF MEMBER (NOT VISIBLE FROM BELOW) U.N.O. 5.THE CONTRACTOR MUST T16HTEN THE BOLTS ® TRUSS FABRICATION TIME, AFTER INSTALLATION, AND PRIOR TO LEAVING THE JOB. USE A LOOK TIGHT PRODUCT WITH FINAL TIGHTENING. POINTS. CONTRACTOR TO VERIFY < (o.ALL MEMBERS SHALL HAVE APPROPRIATE WEATHER INSPECTION DURING TRANSIT AND 5TORAc-7E. ALL DIMENSIONS BEFORE BEGINNING FABRICATION (4) 5/4" 0 x 5" LAO BOLTS -7.SPECIAL INSPECTOR SHALL INSPECT FOR TIMBER DEFECTS IN VICINITY OF BOLTS. cn -D 0 V) 1 1/2 8.TRUSS SHALL BE PRE-A55EMBLED PRIOR TO ERECTION. TRU55 SHALL BE INSPECTED BY BUILDING INSPECTOR PRIOR TO ERECTION AND SHALL NOT BE ERECTED WITHOUT m Ll -- 0 APPROVAL FROM BUILDING IN5PEOTOR.. TRU55 SHALL BE RE-INSPECTED 5 MONTHS FOLLOWING COMPLETION OF CONSTRUCTION AND ERECTION. 0 D cf. ALL STEEL PLATES 4 BOLTS MUST BE STAINLESS STEEL LLJ zw =l: 0 rA 1 0 X DETAIL 11-011 SCALE: 1/4" C-) LLJ Ljj > 7 DETAIL 0 , 4"x5/a" CONNECTOR KNIFE PLATE CENTERED IN 4"x5/5" CONNECTOR KNIFE 0� SCALE: Ill It Li -oil 0 THE THICKNESS OF THE V4000 MEMBER W/ (4) PLATE CENTERED IN THE ma_ 7--� 5/4" (P BOLTS TMP. AS SHOWN, U.N.O. THICKNESS OF THE WOOD 3 < L < 4"x5/5" CONNECTOR KNIFE 11. MEMBER W (4) 5/4" (P 5 :� ---- PLATE CENTERED IN THE BOLTS TYP. AS SHOWN, U.N.O. U� THICKNESS OF THE WOOD 5 1/411 ENDcn MEMBER VV (4) 5/4" (V BOLTS DISTANCE TYP. < uwi TYP. AS SHOWN, U.N.O. k4Of;ZKINr7 POINT 5 1/4,, END — cn 4"x5lb" KNIFE FLAT= K/ (4) 17 D1STANCE TYP. Li G WORKING POINT 5/411 07BOLTS b o/ FF -rYP. co 0 T—< \(sk 5 1/4" END L�j w 4"x3/5" KNIFE FLAT=- N/ (4) DISTANCE --i ■ TYP. z 5/4" (P BOLTS T- Z�l < z U o Cf) U El� LLJ o PP 0 Li < 1 142 v 5 eU TYIP/ co 0 TMP'l �y WORKING POINT Ld U LLJ Z cn LLJ D DETAIL ft� C) 0 0 (D SCALE: 1" = 1'-0" < w --i OC � DETAIL 111-011 T� U) 0 Lj 5 > DETAIL CALE: I cn Li SCALE: 1 = 1'-0 TOP CHORD SPLICES 15 V40RKINO POINT 4"x3/5" CONNECTOR KNIFE PLATE CENTERED IN cn o CENTERED ON THE TOP 51, 511 0 0 THE THICKNESS OF THE WOOD MEMBER K/ (4) < CHORD SLOPE CHANGE I 4"x3/8" CONNECTOR KNIFE PLATE CENTERED IN 3/4" (V BOLTS TMP. AS SHOWN, U.N.O. z 4"x5/5" CONNECTOR KNIFE THE THICKNESS OF THE WOOD MEMBER K/ (4) ry LL > PLATE CENTERED IN THE 3/4" (P BOLTS TYP. AS SHOWN, U.N.O. o (D 0 THICKNESS OF THE WOOD z • > Li MEMBER N1 (4) 5/4" (P BOLTS DISTANCE TYP. TYP. AS 5HOAN, U.N.O. Qf E I- I Nll�- TYP.LLJ cs- 5 1/4" END x W Ir m U zWORKING POINT 0 c 4"xWb" KNIFE PLATE kq/ (4) C) 3/4" (P BOLTS T < 5 1/4" END i� C) LLJ < o PF Typ. DISTANCE ft� TYP. < -— c 4"x4"x3/5"b" KNIFE PLATE V41 (4) ----- a 5/4" 10 BOLTS z FIF TYP. c WORKING POINT W E :5 cLi LLJ 5 DETAIL 1-(E9 0SCALE: 1 1'-0" x , cn m co < ol 0 DETAILo Li U SCALE. 1" = 1'-0" x 0 cr, 4"x5/5" CONNECTOR KNIFE PLATE CENTERED>- Ll DETAIL IN THE THICKNESS OF THE V400D MEMBER Al 0 C)C < SCALE: 1" = 1'-0" (4) 5/4" (P 5OLT5 TYP. AS SHOWN, U.N.O. El� z cl� m c Li LL 0 0 LU 5 I/5"xI2 20E-VI5 BOTTOM CHORD BRACE < Ld 0- 4"x5/5" CONNECTOR KNIFE 0 0� PLATE CENTERED IN THE 0 Z c� THICKNESS OF THE WOOD UA U� PF TYP. cn MEMBER K/ (4) 5/4" (P BOLTS TFXI SEE 4/56.5 FOR. D Li C) TYP. AS SHOWN, U.N.O. ji e CONNECTION OF m Z LL THE BEAM TO (E) < mWORK. POINT BUILDING c 5 1/4" END "1 1/211 DISTANCE TYP. P. TYP. < Li IL U� 0 CD LLI 27 (if < <51a" KNIFE PLATE K/ (4) < < 5/4" (P BOLTS 5/16 m z 6 0 CP < z m in 7) Ld LLJ cy DETAIL < z z 10 DETAIL SCALE: 1 1'-0" SCALE: Ill 11-011 U) cn m M 0 w o -i -j =) ir z az L'i (L Ld M ce LLJ Elf co M (1) (/") >- =) D z LLJ (=i1 v) z LLI LL 0 z z z 0 � i'- !�! :5 W -J E: W - - D L' clC.) 0 m n(L m 0 m 0 rr C) LL < c L'j �- c w w N < 01' a_ cr, 0 r, m o r, w r� w r, cl� ❑ 7 7 7 " -: q " q Z :5 14- tf) c0 c0 r, 00 0) 0� a_ 0 0 0 0 0 0 LL Cf)0- < PAI PM: LLo U DRAWN BY: PH Li Lj- C) c (-) BYA JOB NO.: 12109 LLJ < cn E < CD V < SHEET LL c GON I%v Ld < Qw Y 9, < BRAD YOUNG & ASSOCIATESO INC. Qf (n LL Lli IVA STI-1, UCTURAL ENGINEEI-'-ING RAF- S701 oc LLJ 1320 W.HERNDON AVE.SLT[TE 101 --- cn oll FRESNO,CALIFORNIA 93711 rEXPIRATION DATE: 6-30-20141 LL] PI LONE:(559)222-9600 FAX:(559)222-9633 < z z < c C C) 0 z 0 4"x3/8" CONNECTOR KNIFE PLATE CENTERED < as 0� L, < 0 cr, IN THE THICKNESS OF w 0 THE P400D MEMBER K/ ACD (4) 5/4" 0 BOLTS YF.U AS SHOWN, U.N.O. ryF z- u Lij 0 5 TYP. ami E Li LL ........ 5 1/8"xl2 2OF–VI5 TOP TMP. 0 zu TYP. CHORD CONT. AS SHOWN ou 411 cn < ... .. ...... ... LL Li LL of MEMBER, 0 LL Qc PP T"(P>—, PLATE �!5 1/4 < 01 �4 6 5/4"xlb 1/2" GL LAM TMP.o 0 Q LL m cn > 0 5/8"xI2" LONG r7 r7 0 10, 5ADDEL OPP. OPP. m TOP OF COLUMN -1 c/) -------e-110" < cs < FRAMINO —j 10 LLJ - - - - - - - - fd� 0 < >- to < Q r ---------- Q 0 Ld cr, LL LLJ Cf) (4) 5/4" (P A50"I BOLTS to ot P q/ 5 0. of 5 A 6T= /\T voe -4 v ly Cc cr, z H55 COLUMN PER PLAN Ln LLJ __j c --------- "XI( of :2OF-VI5 < 5 I/5"XI2 0E-VI5 , 6 5/4 1/2 Cf) 6 5/4"x16 1/2" 2OF-VI5 \OJ SUPPORT NE55 TYP. 0 LL Cf) T 0 bo 142" PLATE Ea Ea Q F4 Q) 0 TYP. 0 1/4 5 1/8"XI2 2OF-VI5 BOTTOM IL, 0, m bo w < CHORD CONT. FOR THE ENTIRE Q) ;-4 u 1 1/2 5 I/95"XI2 2OF-VI5 LLJ 0 N m u) L6 1/4 LENGTH OF THE TRUSS E30TTOM CHORD BRACE Qk' r4 z Ld C 5 1/211 u ca > —5/5" KNIFE PALTE c;\ < cq P, -E z 51/211 cn > < < U) z [I- z < LLJ 0 N Lw Lw 441 cn u 5 1/2 z cn L'i cr (4) 5/4" 0 x -Do' LAO BOLTS < 0 :;7 < < u cQ. LJ D < NOTE: U) rA ALL EXP05ED EXTERIOR P400D MEMBERS SHALL BE MANUFACTURED FROM ALASKA YELLOW CEDAR. PROVIDE SUBMITTAL WITH MATERIAL PROPERTIES PRIOR TO ORDERING. Q 0 2.TRUSS MEMBERS SHALL CONFORM TO GRADE SPECIFIED. MOISTURE CONTENT AT THE TIME OF FABRICATION SHALL BE LESS THAN Icr% FOR SAWN LUMBER AND 12% FOR OLULAM. LLJ z 5.THE LUMBER 15 VISUALLY EXP05ED AND MUST BE STRAIGHT, FREE OF DEFECTS, FREE OF MARKIN05, AND V15UALLY ACCEPTABLE TO THE ARCHITECT. 0 C NOTE: z >- 4.ALL GUSSET PLATES ARE 318" A56 STEEL WITH A50-7 BOLT5 (DRILLED 1116" LONGER THAN BOLT DIAMETER) CENTERED IN THE THICKNESS OF THE MEMBER AS DETAILED, FILL KNIFE r ALL DIMENSIONS ARE TO WORKING 0 >� < DETAIL PLATE SLOTS K/ HILTI 6520OPC AFTER ALL PLATES HAVE BEEN INSTALLED. ALL 5LOT5 NEED TO BE ON THE TOP OF MEMBER (NOT V151BLE FROM BELOW) U.N.O. POINTS. CONTRACTOR TO VERIFY i ch PRODUCT WITH FINAL TIGHTENING. Z Ill if-oil 5.THE CONTRACTOR MUST TIGHTEN THE BOLTS 0 TRUSS FABRICATION TIME, AFTER INSTALLATION, AND PRIOR TO LEAVING THE JOB. USE A LOCK T16HT f 0 SCALE: ALL DIMENSIONS BEFORE BEGINNING Lj- (b.ALL MEMBERS SHALL HAVE APPROPRIATE WEATHER INSPECTION DURING TRANSIT AND STORA6E. FABRICATION E):� U '7. SPEC IAL INSPECTOR SHALL INSPECT FOR TIMBER DEFECTS IN VICINITY OF BOLTS. > T 5.TRUSSSHALL BE PRE-ASSEMBLED PRIOR TO ERECTION. TRUSS SHALL BE INSPECTED BY BUILDING INSPECTOR PRIOR TO ERECTION AND SHALL NOT BE ERECTED WITHOUT L�j 0, m Qf APPROVAL FROM BUILDING INSPECTOR. TRU55 SHALL BE RE–INSPECTED 5 MONTHS FOLLOWING COMPLETION OF CONSTRUCTION AND ERECTION. Cf) Cf. ALL STEEL PLATES 4 BOLTS MUST BE STAINLESS STEEL Ljj Z 4"x5/5" CONNECTOR KNIFE < cn PLATE CENTERED IN THE THICKNESS OF THE WOOD < cn ull MEMBER K/ (4) 5/4" 0 BOLTS DETAIL W Z cn -L < TYP. AS SHOWN, U.N.O. EL 50ALE: 1/2" 1'-0" cn 5 1/4" END L 4"x5/95" CONNECTOR. KNIFE PLATE CENTERED IN 4"x5/.5" CONNECTOR KNIFE cr, DISTANCE TYP. L-i LL WORKING POINT 0 THE THICKNE55 OF THE NOOD MEMBER K/ (4) PLATE CENTERED IN THE :5 -L 7" c� Z 5/4" (P BOLT5 TYP. AS SHOWN, U.N.O. THICKNESS OF THE WOOD 0 c� c MEMBER K/ (4) 5/4" (P 4"x5/5" KNIFE FLAT' W (4) BOLTS TYP. AS SHOWN, U.N.O. < z LL 5/4" (V BOLTS z 0 DISTANCE TYP. Ld > WORK INO POINT �> 0 LLJMJ < 4"x3/8" KNIFE PLATE Iooq/ (4) Z' c L'i z 01 P TYP. 5/4" 0 BOLTS c� Lj Li V Kp 5 1/4" END Cf) c) 0 -D DISTANCE fn Q� TYP. LLJ < 0 < w G---O--G- E) Ld C) CI- < 0 U) 0 —i U) Ld DETAIL 11/2' TYP/ > TYP' bi TYF. WORKING POINT SCALE: I" P-O" 0 cn C) z Z-1 < 0 4"xWib" CONNECTOR KNIFE 4 LLJ PLATE CENTERED IN THE (D DETAIL THICKNESS OF THE WOOD 0 SCALE: 1 1'-0" L�j > sit. U) LLJ MEMBER K/ (4) 5/4" 0 BOLTS TMPTMP. AS SHOWN, U.N.O. 2 DETAIL I L'j < cs- TOP CHORD SPLICES 15 WORKING POINT SCALE. 1" 1'-0" < CENTERED ON THE TOP 5" m CHORD SLOPE CHANGE 4"x5/5" CONNECTOR KNIFE PLATE CENTERED IN 4"x5/8" CONNECTOR KNIFE PLATE CENTERED IN :5 u z WORKING POINT 0 0 0 THE THICKNE55 OF THE V4000 MEMBER K/ (4) C) THE THICKNESS OF THE WOOD MEMBER N/ (4) -1 < 5i Li 5/4" 4) BOLTS TYP. AS SHONN, U.N.O. 5/4" 'P BOLTS TYP, AS 5HONN, U.N.O.U*N,O, < 3: u _]1� C) L�j < D15TANCE TYP. 4"x5/5" KNIFE PLATE W (4) 5 1/4" END 5/4" e? BOLTS --<PP TYP. PP TYP. c 6 LLJ z :5 4"x5/a" KNIFE PLATE K/ (4) L11 -c Ld U) Q� 5/4" (P BOLTS T CK 1jj a- I PF TYP. 5 114" END CD LL < DISTANCE 0 TYP. F-- e.---G-. ILL\L 0 IS 0 < CI- L Ld x L�j < WORKING POINT 01 ocr, DETAIL 0 DETAIL C SCALE 1 1'-0 SCALE: 1 1'-0 U) < �e ft� 2 LLJ m c 10- 0 LLI 3DETAIL < Ld 4"x5/5" CONNECTOR KNIFE 4x3/8 CONNECTOR CONNECTOR KNIFE PLATE CENTERED a_ SCALE: 1 1'-0" 0 0 [)� 0 PLATE CENTERED IN THE IN THE THICKNESS OF THE WOOD MEMBER K/ n- (4) 5/4" 4) BOLTS TYP. AS SHOWN, U.N.O. THICKNE55 OF THE V400D PF TYP. MEMBER W (4) 5/4" (P BOLTS 7--< -D TYP. AS SHOWN, U.N.O. L�j m z 5 I/8"xI2 20t!'-VI5 50770M CHORD NORK. POINT BRACE 0 w z IM o E) < z cn 0 C) SEE 4/56.5 FOR LLJ < 4"x5/5" KNIFE PLATE K/ (4) 4 ji e e e CONNECTION OF < cr I I m < 5/4" (P BOLTS t THE BEAM TO (E) CD BUILDING 0 z /5" " 1 5 1/4" END, m < 1 1 ' TYP. < Z) DISTANCE TYP' TYP. m U) z D Ld 1�j In a: Cf) rr, U) 10 DETAIL < �e z z SCALE: 1 1'-0 U) (n M V M 5/le, 0 w -j cr- z Of z < 0 < 0 L'j M Lai uj Z) 0 z 0 Z m m 0 0 w 0 Li Z Z) :) z z Cf) En En LL1 LLJ z z m 0 rl0 z IL LL- Ldo 0 C-) CL m 0 m 0 DETAIL SCALE: 1" 1'-0" o 0 LLI c CL- 7 7 7 7 7 7 7 7 < r� (0 LO r� ED r� u cr. 01 7 7 7 ch Ld Cf) z FF a_ LLJ LLJ ch cn < PA of PM: cf) < DRAWN BY: PH Li u > L� Lij 0 C) BYA JOB NO.: 12109 LLJ o < CI- I E < ch L, < SHEET > z L� GON cn 0 c c\v CD 114 Lj < )'99 < BRAD YOUNG & ASSOCIATES, INC. % < STRUCTURAL ENGINEERING 57.2 Ld 1320 W.HERNDON AVE.SUITE 101 FRESNO,CAT.TFORNIA 93711 EXPIRATION DATE: 6-30—�l 4 LULi Ill-ION E:(559)922-9600 FAX:(559)222-9633