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Plans (2) tjp2012 - 00150 Q o 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 0✓� 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 ( YES N A LL NOT APPLICABLE TO ISOLATED SPREAD FOOTINGS / CONTRACTOR AND ANY DISCREPANCY BETWEEN THE PLANS AND THE INTENT OF THE B o BY ENGINEER & THEN REPRODUCED BY THE CONTRACTOR AND CALCULATIONS ' OSSC 1704 S1.1 ••••••• • STANDARD NOTES AND DETAILS � � (IF APPLICABLE) FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. APPLICABLE LOADS SPECIFIED IN CHAPTER 16 OR ELSEWHERE IN THE OSSC. OR NON-STRUCTURAL SLABS ON GROUND) ................. .......... .■ ❑ PROJECT SHALL BE PROMPTLY REPORTED TO THE ENGINEER BEFORE CONSTRUCTION OR 0 .9 o w DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: FABRICATION BEGINS. DO NOT SCALE DRAWINGS. S1.2•••••••• STANDARD NOTES AND DETAILS11 � W o' 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 S1.3••••••• • STANDARD NOTES AND DETAILS � � WORKING STRESS DESIGN HAVE BEEN INCREASED ONE THIRD WHEN CONSIDERING VERIFICATION AND INSPECTION CONTINUOUS PERIODIC a ( ), DEC �09Z Of b} CONCRETE MIX DESIGN DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL STANDARD DRAWING ARE OWNED BY AND THE PROPERTY OF BRAD YOUNG & ASSOCIATES INC. BYA Q WIND OR EARTHQUAKE FORCES EITHER ACTING ALONE OR WHEN COMBINED WITH AND THE ENGINEER OF RECORD FOR INSPECTION OF THE PARTICULAR TYPE AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH S1.4 STANDARD NOTES AND DETAILS LL_ C) 0f = 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 0 - . o~ THE SPECIFIED PROJECT ONLY. NONE OF SUCH IDEAS DESIGNS ARRANGEMENTS OR PLANS S1.5••••••• • STANDARD NOTES AND DETAILS CITY' ft Ld U w 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 ■ ❑ SHALL BE USED BY OR DISCLOSED TO ANY PERSON 'FIRM OR CORPORATION FOR ANY � ( z . cc O° CONFORMANCE WITH THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. PRESTRESSING TENDONS, ' S1.6••••••• • STANDARD NOTES AND DETAILS DIVISIONtj p w e) MASONRY REINFORCING BARS 3. EACH COMPONENT HAS BEEN DESIGNED TO RESIST THE MOST CRITICAL EFFECT c) COPIES OF TEST RESULTS AND FINAL REPORTS SHALL BE FURNISHED TO AND PLACEMENT. PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BYA, FILING THESE w �z f) GLUED LAMINATED TIMBER MEMBERS RESULTING FROM ALL APPLICABLE LOAD COMBINATIONS REQUIRED BY THE OSSC THIS ENGINEER IN ADDITION TO OTHER NORMAL DISTRIBUTIONS WITHIN 2. INSPECTION OF REINFORCING DRAWINGS WITH ANY PUBLIC AGENCY IS NOT PUBLICATION OF SAME. REUSE, FOUNDATION PLAN z E �- g) 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 w 4. GRAVITY LOADS: THESE ARE THE GENERAL DESIGN LOADS. THEY MAY BE ONE WEEK OF THE TEST OR INSPECTION. ACCORDANCE WITH TABLE ACI 318: 3.5.2 ❑ ■ TITLE TO THESE PLANS REMAINS WITH THE BRAD YOUNG & ASSOCIATES INC. AND VISUAL S2.1 •••••••• FOUNDATION PLAN � E h) STEEL STAIR DRAWINGS THAT ARE BY OTHERS ( d ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF 1704.3 ITEM 5b 0 4< 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 u U " n a) DEAD LOADS: ENGINEER OF RECORD AND TO THE BUILDING OFFICIAL. 3. INSPECTION BOLTS TO BE THESE RESTRICTIONS, w w w TILT-UP PANEL LIFT ERECTION REINFORCING STEEL DRAWINGS & CALCULATIONS INSTALLED IN CONCRETE S3.1 •••••••• ROOF FRAMING PLAN = p = J) / 3.ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF LOCAL, COUNTY, STATE, OR � 4s � (N) ROOF DEAD LOAD = 16 PSF e) THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING PRIOR TO AND DURING >_ w k) CURTAIN WALL CALCULATIONS & PLANS WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS TO THE BEST PLACEMENT OF CONCRETE X ❑ ■ FEDERAL AGENCIES HAVING JURISDICTION. BRAD YOUNG & ASSOCIATES, INC. ASSUMES NO 0 r. WHERE ALLOWABLE LOADS RESPONSIBILITY FOR SUPERVISION OF CONSTRUCTION OR PROPER EXECUTION OF THE SECTIONS z ROOF POPOP / � � � 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. �- w ( ) MANSARD DEAD LOAD: - / WORK SHOWN ON THESE DRAWINGS. SAFETY METHODS AND TECHNIQUES ARE THE SOLE S4.1 ••••••• • SECTIONS o Z NEXT WORKING DAY AFTER RECEIPT. PLEASE PLAN YOUR SCHEDULE ACCORDINGLY. FLOOR DEAD LOAD N A PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS - 0 w. o _ / OF THE OSSC 4. VERIFY USE OF REQUIRED ACI 31 s: RESPONSIBILITY OF THE CONTRACTOR. ANY DEVIATIONS OR UNAUTHORIZED CHANGES TO FRAMING DETAILS `` [if 0 L 3. NO PART OF THE CONTRACT DOCUMENTS ARE TO BE REPRODUCED AS PART OF METAL STUD WALL D.L. N/A 2. ALL TEST AND INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT TESTING AND DESIGN MIX. X CH. 4,5.2-5.4 ® ❑ THESE DRAWINGS ARE NOT THE RESPONSIBILITY OF BRAD YOUNG & ASSOCIATES, INC. cn o w 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 o � i -iv w 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 S5.2••••••• • FRAMING DETAILS u -0 �_ - 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 a w n Q 4. BEFORE SUBMITTING A SHOP DRAWING OR ANY RELATED MATERIAL TO THIS ENGINEER. - FABRICATE SPECIMENS FOR ASTM C 172 LL OrfTHE CONTRACTOR SHALL; REVIEW EACH SUCH SUBMISSION FOR CONFORMANCE WITH ROOF LIVE LOAD - 20 PSF (REDUCIBLE) 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE TEST AND INSPECTION STRENGTH TESTS, PERFORM )( ASTM c 31 ❑ ® QUESTIONS AND VIEW THE PROGRESS AND QUALITY OF WORK IF REQUIRED. S5.3 FRAMING DETAILS M J I U Lli o Q ROOF POPOP / FIRM WITH A SCHEDULE TO FACILITATE THE PROPER COORDINATION OF WORK. SLUMP AND AIR CONTENT ACI 318: 5.x,5.8 4.THE CONTRACTOR SHALL NOTIFY OUR OFFICE 48 HOURS PRIOR TO THE FOLLOWING S5.4 FRAMING DETAILS of THE MEANS, METHODS, TECHNIQUES, SEQUENCES. AND OPERATIONS OF CONSTRUCTION, TESTS, AND DETERMINE THE PHASES OF CONSTRUCTION * ONLY IF THESE PLANS OR ANY OTHER AUTHORITY m AND SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO, ALL OF WHICH ARE MANSARD LIVE LOAD: = N/A 4. PORTIONS OF WORK REQUIRING SPECIAL INSPECTION: TEMPERATURE OF THE S5.5•••••••• FRAMING DETAILS � o THE SOLE RESPONSIBILITY OF THE CONTRACTOR; AND APPROVE EACH SUCH FLOOR OFFICE = N/A A) SOIL AND FOUNDATION: CONCRETE. SPECIFICALLY REQUIRES THE ENGINEER OF RECORD TO MAKE A JOB INSPECTION. o U) 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 U Lu ENGINEERS SHOP DRAWINGS REVIEW AND STAMP DOES NOT ALLEVIATE THE CONTRACTORS FLOOR EXT. - _ N/A FOR PROPER APPLICATION ❑ ® b AFTER THE ERECTION OF THE SUPERSTRUCTURE AND PRIOR X ACI 318: 5.95.10 S7.1 ••••••• • TRUSS DETAILS TO CLOSING-IN OF ANY PHASE. * 0 � M J z RESPONSIBILITY TO REVIEW THE SAME SHOP DRAWINGS. THIS ENGINEER SHALL FLOOR LIGHT STORAGE - N/A CONTINUOUS PERIODICALLY TECHNIQUES. 57.2 TRUSS DETAILS z M 00 0 ASSUME THAT NO SHOP DRAWING OR RELATED SUBMITTAL COMPRISES AN INTENTIONAL FLOOR HEAVY STORAGE = N/A VERIFICATION AND INSPECTION TASK- DURING TASK DURING 5.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF w .2 � z° VARIATION UNLESS CONTRACTOR ADVISES THIS ENGINEER OTHERWISE IN WRITING LISTED TASK LISTED 7. INSPECTION FOR = (n� FLOOR RESIDENTIAL BASIC MAINTENANCE OF SPECIFIED ALL DIMENSIONS, GRADES, AND OTHER CONDITIONS, AND SHALL CORRELATE AT � �: w WHICH IS THEN ACKNOWLEDGED BY THIS ENGINEER IN WRITING. X ACI 318: 5.11,5.13 ❑ Z DECKS, & STORAGE = N/A 1.ADEQUATE TOIAC HEv��TH DTESIGN BEARING X ® ❑ TECHNIQUESPERATURE AND THE JOB SITE ALL SUCH ITEMS. GENERAL CONTRACTOR SHALL REPORT ANY STRUC0.0'rTURAL DRAWINGS INDEX o E CAPACITY DISCREPANCIES TO THE ENGINEER FOR CLARIFICATION AND CORRECTION PRIOR TO 1 o g SHOP DRA WINGS FLOOR RESIDENTIAL BEGINNING ANY WORK. = 4 cz _4 c � '_ $ EXTERIOR BALCONIES = N/A 2.VERIFY EXCAVATIONS ARE EXTENDED TO 8. CONCRETE:INSPECTION OF PRESTRESSED 6. ALL STRUCTURAL MEMBERS SHOWN ON THE PLANS ARE DESIGNED AS IN THEIR FINAL v o " cq N ry PROPER DEPTH AND HAVE REACHED PROPER X ■ ❑ v aJ ''� w p F- C,;_',�� r j a)APPLICATION OF � c� cn c) SNOW LOADS: MATERIAL PRESTRESSED FORCES. X LOCATION. BRAD YOUNG & ASSOCIATES, INC. HAS NOT PERFORMED CONSTRUCTION A.B. ANCHOR BOLT EOR ENGINEER OF RECORD OPNG. OPENING •� o c ACI 318: 18.20 ENGINEERING (SHORING CALCULATIONS) OR ENGINEERING NECESSARY TO PLACE ANY ADJ. ADJUSTABLE ENGR. ENGINEER OPP. OPPOSITE m v •� .� N b)GROUTING OF BONDED ACI 318: 18.18.4 ❑ ■ ABV. ABOVE z z 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SITE SAFETY. THE FOLLOWING GROUND SNOW LOAD, Pg = 25 PSF 3.PERFORM CLASSIFICATION AND TESTING OF PRESTRESSED TENDONS IN X STRUCTURAL MEMBERS IN THEIR FINAL LOCATION (ERECTION CALCULATIONS). EQ. EQUAL O.D. OUTSIDE DIA. m � .r ai u ') :° REQUIREMENTS ARE NOT INTENDED TO BE A COMPLETE LIST, BUT ARE ADDITIONAL - CONTROLLED FILLED MATERIALS. X ❑ ® THE A.C.I. AMERICAN PL. PLATE (u �'" c' cv N t'-' SAFETY REQUIREMENTS FOR THE CONTRACTOR. OBSERVATION VISITS TO THE SITE BY ROOF SNOW LOAD, Ps - N/A EQUIP. EQUIPMENT _J ,_ 5 SEISMIC-FORCE-RESISTING 7. DETAILS AND NOTES ON TYPICAL SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN CONCRETE PENNY d NAILS Q 't " .5 M -0 cN LO " Z Q 4.VERIFY EXCAVATIONS ARE EXTENDED TO ES EDGE SCREW OR PENNY(d) THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE FOLLOWING ITEMS. FLAT ROOF SNOW LOAD Ps = 20 PSF SYSTEM OTHERWISE. DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME INSTITUTE PLYWD. PLYWOOD = Q D PROPER DEPTH AND HAVE REACHED PROPER X ❑ ■ EACH SIDE V) 0' NATURE AS SHOWN FOR SIMILAR CONDITIONS. TYPICAL DETAILS ARE AT NO SCALE. EXIST E EXISTING ; ft- 2. THE STRUCTURE SHOWN IN THESE DRAWINGS !S STRUCTURALLY SOUND ONLY IN !TS 5. WIND LOADS: MATERIAL 9. ERECTION OF PRECAST ACI 318: CH. 1 s A.I.S.C. AMERICAN ( ) P.S.F. POUNDS PER Q o COMPLETE FORM,.� THE DESIGN ADEQUACY AND SAFETY OR ERECTION BRACING SHORING CONCRETE MEMBERS X ❑ ® 8. DO NOT SCALE STRUCTURAL DRAWINGS. IF DIMENSIONS OR DETAIL ARE NOT CLEAR OR INSTITUTE OF EXP. EXPANSION SQUARE F00 cf a) BASIC WIND SPEED (3-SECOND GUST), V = 95 mph 5.PRIOR TO PLACEMENT OF CONTROLLED FILLED, STEEL CONSTR. FIN. FINISH P.S.I. POUNDS PER Q z a TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND OBSERVE SUBGRADE AND VERIFY THAT SITE X ❑ ® DISCREPANCIES EXIST ON THE DRAWINGS OR SPECIFICATIONS, CONTACT THE ENGINEER. o HAS NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. THE CONTRACTOR IS b) IMPORTANCE FACTOR, IW = 1.0 HAs BEEN PREPARED PROPERLY. 10.VERIFICATION ON IN-SITU A.S.T.M. AMERICAN SOCIETY F.N. FIELD NAILING SQUARE INCH °n CONCRETE STRENGTH PRIOR w w z RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE APPLICATION OF TO STRESSING OF TENDONS 9. SEE MECHANICAL, ELECTRICAL, AND/OR ARCHITECTURAL DRAWINGS FOR LOCATION AND FOR TESTING FM FACE MOUNT PRESS. PRESSURE ctf o- ALL WALLS AND ROOF & FLOOR SHEATHING. HE SHALL PROVIDE THE NECESSARY c) EXPOSURE B b INSTALLATION AND TESTING OF PILE FOUNDATIONS YES N/A IN POSTTENSIONED CONCRETE SIZE OF PIPES, CONDUITS, FLOOR DRAINS, VENTS, DUCTS, DRAIN LEADERS AND & MATERIALS FLR. FLOOR R. RADIUS ) X ACI 318: 6.2 ❑ p ui 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 � w MENTIONED MATERIALS. SHORES AND FORMS FROM ASSOCIATION FTG. FOOTING READ. REQUIRED z o g e) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, (a) = 1 .0 CONTINUOUS PERIODICALLY BEAMS AND STRUCTURAL 10.SEE MECHANICAL, ELECTRICAL AND/OR ARCHITECTURAL DRAWINGS FOR EMBEDMENT OF <c 0 3. AN ERECTION PLAN IS REQUIRED FOR MOST CONSTRUCTION PHASES. CONTRACTOR VERIFICATION AND INSPECTION TASK DURING TASK DURING SLABS. BOLTS ANCHORS AND OTHER MISCELLANEOUS EMBEDDED ITEMS NOT SHOWN ON ARCH. ARCHITECT(URAL) FDN. FOUNDATION RM. ROOM z FRMG. FRAMING SCHED. SCHEDULE w u cnV) SHALL DETERMINE ALL CONSTRUCTION PHASES WHICH REQUIRE ERECTION PLANS 6. SEISMIC LOAD: LISTED TASK LISTED 11.INSPECT FORMWORK FOR STRUCTURAL DRAWINGS. AWS AMERICAN WELDING GA. GAUGE SHTG. SHEATHING a ACCORDING TO ALL APPLICABLE SAFETY REGULATIONS. A CERTIFIED COPY OF SUCH SOCIETY cn a) IMPORTANT FACTOR I = 1.0 (OCCUPANCY CATEGORY IL) SHAPE, LOCATION AND ERECTION PLANS SHALL REMAIN ON THE CONSTRUCTION SITE AT ALL TIMES. 1.VERIFY PILE MATERIALS, SIZES AND LENGTHS DIMENSIONS OF THE 11.SEE PLUMBING & ARCHITECTURAL PLANS FOR REQUIRED SLAB WORK FOR FLOOR DRAINS GALV. GALVANIZED SHT. SHEET Li-. O b SPECTRAL RESPONSE ACCELERATIONS, Ss = 0.945 COMPLY WITH THE REQUIREMENTS. X ❑ ® CONCRETE MEMBER BEING X ACI 318: 6.1.1 ❑ ® BD. BOARD GF GOOD FOR SIM. SIMILAR 0 4. TEMPORARY LOADING DURING CONSTRUCTION SHALL NOT OVERLOAD DESIGN VALUES. ) 12.THE DESIGN, FABRICATION AND CONSTRUCTION SHALL COMPLY WITH ALL ACCEPTED LOCAL BF. BRACED FRAME SLV SHORT LEG w z S = 0.340 FORMED. G.L.B. GLUE LAM BEAM w CONTRACTOR IS RESPONSIBLE FOR NOTIFYING ALL TRADES OF SUCH DESIGN VALUES. I GOVERNING CODES OF THE PARTICULAR AREA UNDER CONSTRUCTION. BLK. BLOCK VERTICAL = zo p 2.DETERMINE CAPACITIES OF TEST PILES AND YES N A GRD. GRADE i- z>- THE USE OF ATV TYPE MATERIAL HANDLING EQUIPMENT IS PROHIBITED FROM USE C SITE CLASS D CONDUCT ADDITIONAL LOAD TESTS, AS X ❑ ® / BLKG. BLOCKING SMS SHEET METAL ON WOOD ROOFS AND ELEVATED FLOORS. ) REQUIRED D) MASONRY CONSTRUCTION PER OSSC 170.5 ® ❑ 13.THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTORS BOT. BOTTOM H.D. HOLDOWN SCREWS = -i a d SPECTRAL RESPONSE COEFFICIENTS, S = 0.707 PERFORMANCE, IF REQUIRED, IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY HGR. HANGER ) DS BLDG. BUILDING SPEC. SPECIFICATION z m 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 � S = 0.390 LEVEL 1 BM. BEAM STGR. STAGGER w p w LOADS IN ALL SPACES AS REQUIRED BY APPLICABLE SAFETY REGULATIONS. THE D1 COMPLETE AND ACCURATE RECORDS FOR EACH X ❑ ■ HT. HEIGHT STD. STANDARD � OCCUPANT OF THE BUILDING SHALL BE RESPONSIBLE FOR KEEPING THE ACTUAL PILE. 14.ANY SUPPORT SERVICES PERFORMED BY THE ENGINEER FIELD REPRESENTATIVES DURING B.N. BOUNDARY NAILING ry w LOAD BELOW THE ALLOWABLE LIMITS. e) SESMIC DESIGN CATEGORY D FREQUENCY OF REFERENCE FOR CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION C CHANNEL HORIZ. HORIZONTAL STL. STEEL w 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 ACSE SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED CIG. CEILING HSB. HIGH STRENGTH STIFF. STIFFENER ' �- 6. CONTRACTOR SHALL DETERMINE IF A CALOSHA PERMIT IS REQUIRED, IF SO, IT SHALL no N A HAMMER, RECORD NUMBER OF BLOWS PER DURING TASK DURING 530/ o / a BY THE ENGINEER WHETHER PERFORMED PRIOR TO, DURING, OR AFTER COMPLETION OF CLR. CLEAR STRUCT. STRUCTURAL m o BE THE CONTRACTORS RESPONSIBILITY TO OBTAIN SUCH PERMIT. - / FOOT OF PENETRATION, DETERMINE REQUIRED X ❑ ■ LISTED TASK LISTED 5/TMS 402 6/TMs sot CONSTRUCT10N ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY COL. COLUMN H.S. HIGH SIDE SQ. SQUARE J w z 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 <c 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 = FL_ � 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 V) W .. C.J. CONSTRUCTION INT. INTERIOR THK. THICK 0 0- THIS ENGINEER RECOMMENDS THE USE OF GUARDRAILS AT STATED LOCATIONS. THE FOLLOWING SHALL BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. o IF GUARDRAILS ARE NOT USED THE OWNERS SHALL ACCEPT FULL RESPONSIBILITY. YES N A BE VERIFIED TO ENSURE JOINT JST. JOIST TS TUBE STEEL Q w z IN ADDITION, THE CONTRACTOR SHALL PROVIDE CLEARLY LEGIBLE SIGNS AT THESE 7. FROST LINE DEPTH - 1 -0 c) INSTALLATION AND TESTING OF PIER FOUNDATIONS / COMPLIANCE: 5. ALL WORK SHALL CONFORM TO THE LATEST APPLICABLE CONSTRUCTION SAFETY REQUIRE- CONC. CONCRETE K or KIPS 1000 Ibs U.B.C. UNIFORM (n PER 1704.9 ............................. .❑ ■ MENTS OF O.S.H.A. AND ANY OTHER GOVERNMENTAL ENTITY HAVING JURISDICTION. CONN. CONNECTION LAM. LAMINATED BUILDING COD z �0- LOCATIONS STATING PER NO GUARDRAIL". 8. THE GOVERNING BUILDING CODE IS THE 2008 OREGON STRUCTURAL SPECIALITY CODE a)PROPORTIONS of p ART 2.6A CONSTR. CONSTRUCTION LB or LBS. POUNDS U.N.O. UNLESS NOTE CONTINUOUS PERIODICALLY SITE - PREPARED X ■ ❑ 6. THESE DRAWINGS SHALL BE CONSIDERED SUBSTANTIALLY COMPLETE. HOWEVER, IT IS THE v5_ �w 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 w 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 = FOR THIS PROJECT IS APPROVING ALL LOADS AND LOAD FACTORS LISTED TASK LISTED b)CONSTRUCTION OF ART 3.3e DA DOUBLE ANGLE LT. WT. LIGHT WEIGHT VERT. VERTICAL � . Z�- MORTAR JOINTS X ■ ❑ NECESSARY TO RENDER THE WORK COMPLETE, AS IS THE INTENT OF THESE DRAWINGS, DEMO. DEMOLISH LLV LONG LEG VERTICAL W. WIDTH o o° 9. CONTRACTOR SHALL VERIFY THAT ALL SKYLIGHTS ARE DESIGNED TO WITH STAND LISTED IN ITEMS 4b, 4c, 5, 6, 8c 7. 1.OBSERVE DRILLING OPERATIONS AND MAINTAIN c)LOCATION OF EITHER SHOWN OR INFERRED HEREIN, THROUGH PROPER ESTABLISHED CONSTRUCTION DET. DETAIL M.B. MACHINE BOLT WT. WEIGHT o 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 U' 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES PIER. CONNECTORS, X ART 3.4 ❑ 7,THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE WORK AND THE DIA. (4�) DIAMETER MAX. MAXIMUM FABRIC p WHETHER SHOWN HEREON OR NOT, AND TO PROTECT THEM FROM DAMAGE. THE 2.VERIFY PLACEMENT LOCATIONS AND PRESTRESSING ART 3.6A v TENDONS AND COORDINATION OF ALL TRADES AND GOVERNING AGENCIES, AND SHALL PROVIDE DIM. DIMENSION MF. MOMENT FRAME W.W.M. WELDED WIRE (" CONTRACTOR SHALL BEAR ALL EXPENSE THIS REPAIR OR REPLACEMENT IN DESIGN CRi �� DIAMETER (I CONFIRM PIER DIAMETERS, BELL ANCHORAGES ALL MATERIAL AND LABOR SHOWN OR INFERRED ON THESE PLANS. DBL DOUBLE MTL. METAL MESH ,Lu > z CONJUNCTION WITH THE EXECUTION OF THIS WORK. 6 DIAMETER (IF APPLICABLE), LENGTHS, X ❑ ■ DWG. DRAWING MIN. MINIMUM W.F. WIDE FLANGE > EMBEDMENT INTO BEDROCK IF APPLICABLE d PRESTRESSING 0 j o- 11. MATERIAL USED IN THIS DESIGN MAY BE HAZARDOUS TO ONES HEALTH. THE ( ) ) 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•-.--2�;� ( AND ADEQUATE END BEARING STRATA TECHNIQUE / w Q o CONTRACTOR AND OWNER SHALL ACCEPT ALL RESPONSIBILITY AND SHALL POST CAPACITY. e)GRADE AND SIZE OF THE INTERNATIONAL BUILDING CODE OR OTHER GOVERNING CODES AND BUILDING E.N. EDGE NAILING NO. or # NUMBER WS WOOD SCREW z (n z SUCH WARNING DURING CONSTRUCTION. 1. THE SOILS REPORT (SEE NOTE a&b BELOW WHERE APPLICABLE) IN ITS ENTIRELY SHALL PRESTRESSING )( ART 2.48 ❑ ® ORDINANCES. ALL REFERENCE TO THE INTERNATIONAL BUILDING CODE SHALL BE THE ELEV. ELEVATION O.C. ON CENTER o °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. w W SHALL ASSUME ALL RESPONSIBILITY FOR PROPER ROOF MAINTENANCE TO INSUREANCHORAGES v z z PROPER ROOF DRAINAGE. OF AND PORTS R RECOMMENDATIONS M ST OBE FOLLOWED. RECOMMENDATIONS.OR RECOMMENDED NED SOIL 9• THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND ABBREVIATiONS � 0 j REFERENCED 2. THE INSPECTION PROGRAM SHALL VERIFY: DO NOT INDICATE THE METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE 2 o Q BEARING PRESSURE FOUNDATION MATERIAL AND SITE GRADING SEE SOILS AND GEOLOGICAL VERIFICATION AND INSPECTION CONTINUOUS PERIODIC STANDARD° a SIZE AND LOCATION ° '„"r i p w 13. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION INCLUDING BUILDING ERECTION ) AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS GN','Q , w OF STRUCTURAL X ART 3.3G METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES, INCLUDING, BUT NOT LIMITED Q W '-z SAFETY. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING ALL ERECTION LAWS AND REPORT BY: NO SOILS REPORT HAS BEEN PROVIDED BY THE OWNER ELEMENTS GUIDELINES. IF THE CONTRACTOR FEELS THAT THE ERECTION OF THE STRUCTURE 1. MATERIAL VERIFICATION OF �/ TO BRACING AND SHORING. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES U0- 0- REPRESENTED IN THESE PLANS WILL NOT MEET THOSE LAWS & GUIDELINES. THE HIGH-STRENGTH BOLTS, b)TYPE SIZE AND - - - - -I i o° NUTS AND WASHERS: LOCATION of OF THE ARCHITECT OR ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVEP77M -STEEL I. _ -NATIVE SOIL Q 0 w w CONTRACTOR MUST NOTIFY THE ENGINEER BEFORE CONSTRUCTION AND FABRICATION BEGINS. ANCHORS, INCLUDING MEASURES OR THE CONSTRUCTION PROCEDURES. ANY SUPPORT SERVICES PERFORMED = o DESIGN SOIL BEARING VALUE = 1500 PSF. OSSC a)INDENTIFICATION MARKINGS APPLICABLE ASTM YES N A OTHER DETAILS OF BY THE ARCHITECT OR ENGINEER DURING THE CONSTRUCTION SHALL BE DISTINGUISHED `n = 2. EXISTING FOOTING OR FOUNDATIONS WHICH MAY BE AFFECTED BY ANY EXCAVATION SHALL TO CONFORM TO ASTM MATERIAL / ANCHORAGE OF X SEC 1.2.2(e) ❑ ■ FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY -MASONRY ��//�\\/%��\�/%\�% -ENGINEERED FILL z d 9ADDITIONAL SAFESNoTES BE PINT Y WI STANDARDS SPECIFIED IN X SPECIFICATIONS; ❑ ■ MASONRY TO UNDERPINNED ADEQUATELY OR OTHERWISE PROTECTED AGAINST SETTLEMENT AND THE APPROVED RISC 360 SECTION OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER U z z � STRUCTURAL � (n a- ,N�1 5 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 °.°..°°°°°°°°°°° 0 0 oR OTHER CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DOCUMENTS DO NOT °°°°°°°° °°°°°°°°°°°° w w o 3. FILLS USED TO SUPPORT THE FOUNDATIONS OF ANY BUILDING OR STRUCTURE SHALL BE b)MANUFACTURER'S CONTSRUCTION °° °° . °"°" -AGGREGATE -GROUT : (D i J� PLACED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. A SOIL INVESTIGATION CERTIFICATE OF X ❑ ® GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS o o w 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 REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. THE BUILDING OFFICIAL AND THE ENGINEER OF RECORD SHALL BE SUBMITTED. A SOILS GRADE AND TYPE OF X SEC 1.13 ART 3.4 ® ❑ 20.WHERE A SECTION OR TYPICAL DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY -WOOD BLOCK a ° -CONCRETE �_ U ~ } 2. INSPECTION OF REINFORCEMENT FOR ALL LIKE OR SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. ' o z REPORT PROVIDES THE BUILDING DESIGN ENGINEER WITH SITE PREPARATION AND Lu Q 2. STRUCTURAL DRAWINGS ARE ,INTENDED TO BE USED WITH ARCHITECTURAL, HIGH-STRENGTH BOLTING: d WELDING OF )( SEC 21.10.7.2 ART 2.4 E r ~>_ PLUMBING ELECTRICAL, FOUNDATION DESIGN RECOMMENDATIONS. IF THE BUILDING OWNER OR TENNANT ) CIVIL��,;,AND MECHANICAL DRAWINGS. THE CONTRACTOR REINFORCING BARS SEC 3.3.3.4(b) ART 3.4 ctfm IS RESPONSIBLE FOR COORDINATING SUCH REQUIREMENTS INTO THEIR SHOP ENGAUTINEER OF THENG CURRENT RTHE OWNER OR TIOENNANT AUTHORIZING N DOES NOT DTHE CE A URRENTILS CONNECTIONS. TO THE °)coNNIECTIONs.PE X M2 5 iso, SECTION ❑ ® 21.TT SHALL BE THE GENERAL CONTRACTORS RESPONSIBILITY FOR THE SUPERVISION OF -CONTINUOUS WOOD MEMBER °' C e)PROTECTION OF THE WORK OR POSSIBLE OMISSIONS SHOWN OR INFERRED ON THESE PLANS. Mi o DRAWINGS AND WORK. CONSTRUCTION BY PROCEEDING WITH CONSTRUCTION IS PROCEEDING AT THEIR OWN MASONRY DURING 0 Lu- a• b)SLIP - CRITICAL AISC 360 SECTION COLD WEATHER 22.CONNECTIONS OF ALL ITEMS SUPPORTED BY THE STRUCTURAL ARE THE RESPONSIBILITY -i �Q 3. NO OPENING SHALL BE MADE SIN ANY STRUCTURAL MEMBER WITHOUT THE RISK AND THIS ENGINEER ASSUMES NO RESPONSIBILITY FOR THE POSSIBLE MOVEMENT CONNECTIONS. X X M2.5 ❑ ■ ART 1.8C <C W WRITTEN APPROVAL OF THE EI' GINEER OF RECORD. OF THE SOILS SUPPORTING THE BUILDING FOUNDATION. (TEMPERATURE BELOW X ART 1.aD ■ ❑ OF THE DISCIPLINES WHO ARE MAKING THESE ATTACHMENTS. THESE ATTACHMENTS 3. MATERIAL VERIFICATION OF 4o•F) OR HOT SHALL BE DESIGNED TO RESIST ALL GRAVITY, WIND, SEISMIC, THERMAL LOADS, ETC DETAIL w 'r 0 m ,' 4. FOUNDATIONS SUPPORTING WOOD SHALL EXTEND AT LEAST 6" ABOVE THE ADJACENT STRUCTURAL STEEL: a w 4. NO CHANGE IN SIZE OR DIMEN, I.ON OF STRUCTURAL MEMBERS SHALL BE FINISH GRADE. (TEMPERATURE ABOVE ER 23.GENERAL CONTRACTOR SHALL NOTIFY ENGINEER AND ARCHITECT IMMEDIATELY OF ANY DETAIL .° MADE WITHOUT THE WRITTEN AP,�?ROVAL OF THE ENGINEER OF RECORD. a)INDENTIFICATION MARKING 90'F) 1. 5• 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. = " STANDARD SPECIFIED IN ASTM A6 OR ASTM ® ❑ ❑ f) APPLICATION AND SHEET DRAWN ON cn : P a OPENINGS 1 -4 AND LESS ON A, SIDE ARE GENERALLY NOT SHOWN SELECTION OF VAPOR RETARDER FOR THERMAL INSULATION. THE APPROVED A 568 MEASUREMENT OF X ART 3.6B 1:1 ® 24.CONCRETE SLAB-ON-GRADE HAS NOT BEEN DESIGNED FOR CONSTRUCTION LOADS OR � 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. _ DETAIL CUT zz MECHANICAL DRAWINGS FOR SUCF, 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 REFERENCE � INCLUDING FOUNDATION; BASEMENT WALLS AND FLOORS; EXISTING STOCKPILE SOIL; TREES MILL TEST REPORTS A 568 ENSURE COMPLIANCE: w o 6. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF ' ' ENGINEER. ,�, w AND ASSOCIATED ROOT SYSTEMS; RUBBLE; RUBBISH; AND ANY LOOSE AND / OR a GROUT SPACE IS �-w CONSTRUCTION LOAD IMPOSED UPQ,1V STRUCTURAL FRAMING. 4. MATERIAL VERIFICATION of ) ART 3.2D 26.NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES c� Q�= CONSTRUCTION LOADS SHALL NOT'� XCEED THE DESIGN CAPACITY OF SATURATED MATERIAL. SITE STRIPPING SHOULD EXTEND TO A MINIMUM DEPTH OF 2 TO 4 WELD FILLER MATERIALS: CLEAN X ❑ ® X SECTION CUT Q 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 -- -- o THE FRAMING AT THE TIME THE LOADS ARE IMPOSED. b)PLACEMENT OF REFERENCE 1 . DEEPER STRIPPING MAY BE REQUIRED IN LOCALIZED AREAS. THESE MATERIALS WILL NOT a)INDENTIFICATION MARKING REINFORCEMENT AND WITH ALL THE REQUIREMENTS OF ALL LEGALLY CONSTITUTED PUBLIC AUTHORITIES X m BE SUITABLE FOR USE AS ENGINEERED FILL. TO CONFORM TO AWS AISC 36o SECTION CONNECTORS AND HAVING JURISDICTION INCLUDING ALL COUNTY AND LOCAL ORDINANCES AND THE SAFETY �_ Q w 7. THE STRUCTURE IS DESIGNED TO r,_FU,NCTJON AS A UNIT UPON COMPLETION. SPECICIFCATION IN THE A3.5 ■ ❑ ❑ PRESTRESSING X SEC 1.13 ART 3.4 ■ ❑ ORDERS OF THE STATE INDUSTRIAL ACCIDENT COMMISSION, OSHA. )O( n THE CONTRACTOR IS RESPONSIBLE VFOR FURidaSHING ALL TEMPORARY 7. DEVELOP AND MAINTAIN SITE GRADES WHICH WILL RAPIDLY DRAIN SURFACE AND ROOF APPROVED COINSTRUCTION FOOTING & COLUMNLi c�w 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 SCHEDULE ITEM w z: BRACING AND / OR SUPPORT THAT�'MAY BE REQUIRED •A-S T-H-E RESULT OF , �a CONSTRUCTION. ADJACENT OF AT LEAST 5 AWAY FROM STRUCTURES TO PRECLUDE b)MANUFACTURES CERTIFIED BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVE Y p v, THE CONTRACTORS CONSTRUCTION METHODS AND / OR SEQUENCE. OF COMPLIANCE REQUIRED. ■ ❑ ❑ c)PROPORTIONS OF o N Lu 0 w POUNDING OF WATER ADJACENT TO FOUNDATIONS. SITE - PREPARED THE CONTRACTOR AND / .OR HIS SUBCONTRACTORS OF ANY LIABILITY IN FURNISHING SHEARWALL 0 0 8• DO NOT SCALE THESE DRAWINGS, USE DIMENSIONS. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING NECESSARY TO SUPPORT CUT cRouT AND X ART 2.613 ❑ ® THE REQUIRED MATERIALS OR LABOR SPECIFIED. a Q 5. INSPECTION OF WELD: PRESTRESSING GROUT SCHEDULE ITEM o7 z 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 0f Y = m o_ 9• CONTRACTOR'S CONSTRUCTION AND / OR ERECTION SEQUENCES = oc = L1_ 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. o< FAMILIARIZE THEMSELVES WITH THE SOILS REPORT.°• a)STRUCTURAL STEEL: +HEIGHT ELEVATION 0 I & MOISTURE CHANGES THAT WILL RESULT IN MOVEMENTS OF d)CONSTRUCTION OF 30.SEE ALSO SPECIFICATIONS. WHERE AVAILABLE. w m STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. 9. VERIFY BUILDING ORIENTATION & PLACEMENT ON THE SITE WITH THE APPROVED PROJECT MORTAR JOINTS X ART 3.38 ® ❑ T_0. (SECTIONS & PLANS) - 1) COMPLETE AND PARTIAL 31.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE SUPERVISION OF THE WORK OR Q w SITE PLAN. THE PROJECT SITE PLAN SUPERSEDES NORTH ARROW SHOWN ON THE PENETRATION GROOVE X AWS D1.1 ❑ ■ 4.GROUT PLACEMENT SHALL THE PROPER EXECUTION OF SAME. z cx o°� 10. THE CONTRACTOR SHALL INFORM THE ENGINEER OF. RECORD IN WRITING STRUCTURAL PLANS. BE VERIFIED TO ENSURE O cr c"o OF ANY DEVIATION FROM THE CONTRACT DOCUMENTS. THE CONTRACTOR AWS D1.1 COMPLIANCE WITH CODE X ART 3.5 ■ ❑ 32.CONTRACTOR IS TO VERIFY ALL DIMENSIONS PRIOR TO BEGINNING OF CONSTRUCTION. w I °-z SHALL NOT BE RELIEVED OF THE RESPONSIBILITY OF SUCH DEVIATION 10. A LETTER FROM SOIL ENGINEER SHALL BE PROVIDED CONFIRMING THAT THE FOUNDATIONS 2) MULTIPASS FILLET WELDS. X ❑ ® AND CONSTRUCTION ANY DISCREPANCIES MUST BE REPORTED TO THE ENGINEER BEFORE PROCEEDING WITH X INDICATES NEW BUILDING Lu 3 W�' PRODUCT PLAN GRADING PLAN AND SPECIFICATIONS HAVE BEEN REVIEWED AND THAT IT HAS BEEN DOCUMENT PROVISIONS WORK. COORDINATE STRUCTURAL DIMENSIONS WITH ARCHITECTURAL FLOOR PLANS 0 o BY THE ENGINEER OF RECORD, REVIEW OF SHOP DRAWINGS, DETERMINED THAT THE RECOMMENDATIONS IN THE SOILS REPORT ARE PROPERLY 3) SINGLE PASS FILLET GRID LINE. �>_ DATA, ETC., UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE INCORPORATION INTO THE PLANS. WELDS > SS FI X . AWS D1.1 ❑ ■ a)GROUTING OF ELEVATIONS, SECTIONS, DETAILS ETC. w r o z ENGINEER OF .,RECORD OF SUCH DEVIATION AT THE TIME OF PRESTRESSING X ART 3.sC [I m <zc SUBMISSION, AND THE ENGINEER OF RECORD HAS GIVEN WRITTEN 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 INDICATES EXISTING BUILDING o w N >_¢ APPROVAL TO THE SPECIFIC DEVIATION. SPECIFIED IN THE FOOTING SCHEDULE ("T") OR NOTED IN THE PLANS BELOW ROUGH PAD 4) SINGLE PASS FILLET X AWS D1.1 ® ❑ 5. PREPARATION OF ANY LOADS AS PRESCRIBED BY THE BUILDING CODE AND IN ACCORDANCE WITH STANDARD X z �- m° GRADE OR ADJACENT EXTERIOR GRADE, WHICHEVER IS LOWER. THE ENGINEER MUST BE WELDS < 5/16 REQUIRED GROUT ENGINEERING PRACTICES, WITH NO SPECIAL PROVISIONS FOR CARRYING CONCENTRATED GRID LINE. J a o M 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 INDICATES A MOMENT Q ❑ N M SPECIMENS AND OR OF CONSTRUCTION EQUIPMENT. THE CONTRACTOR SHALL PROVIDE ALL SCAFFOLDING, = �a_ BY OTHERS) ROOF & FLOOR FRAMING IS DESIGNED TO RESIST UPLIFT THE STRUCTURAL PLANS. 5) FLOOR AND ROOF DECK X ❑ ® V) WELDS AWS D1.3 PRISMS SHALL E BRACING, AND SHORING SYSTEMS AS REQUIRED FOR INSTALLATION, STABILITY, AND SAFETY ��- CON N ECTI O N 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 z w 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 a 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 SYMBOLS m w 0- 12. WORK SHOWN IS NEW UNLESS INDICATED AS EXISTING. LINES IN THE STEPPED CONCRETE FOOTING DETAIL BETWEEN THE REQUIRED FINAL PROVISIONS OF THE z 1)VERIFICATION OF OF PERSONS AND PROPERTY. AND EXISTING CONSTRUCTION AND MATERIALS FROM ADVERSE3 n 0 w Q�, 13. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING JOB CONDITIONS, / / AWS D1.4 CONSTRUCTION X ART 1.5 ❑ :.: � Q GRADING CIVIL PLANS & ARCHITECTURAL PLANS AND FOOTING FOUNDATION LAYOUT. WELDABILITY OF CONDITIONS AND THE CONTRACTOR SHALL PROJECT NEW DAMAGE. ' ` c_ M ° ANY DISCREPANCIES MUST BE BROUGHT TO THE ENGINEERS ATTENTION BEFORE ANY REINFORCING STEEL X ACI 318:3.5.2 ❑ ■ DOCUMENTS AND THE Q m 0' REVIEW ALL DRAWINGS AND VERIFY DIMENSIONS, ELEVATION, AND MEMBER APPROVED SUBMITTALS 0 z CONSTRUCTION BEGINS. OTHER THAN ASTM A 706. 34AT IS THE RESPONSIBILITY OF THE CONTRACTOR ARCHITECT MECHANICAL ENGINEER AND � m n SIZES PRIOR TO CONSTRUCTION OR MATERIAL PURCHASE. THE CONTRACTOR SHALL BE VERIFIED / OTHERS DESIGNERS OF THE BUILDINGS HEATING. COOLING, �& VENTALATION SYSTEM TO w� J v=i w o SHALL NOTIFY THE ENGINEER OF RECORD IN WRITING OF ALL 13. THE EXTERIOR FLATWORK SHOULD BE POURED SEPARATELY IN ORDER TO ACT 2)REINFORCING YES NO N A ENSURE THAT THE STRUCTURE DETAILS IN THESE PLANS WILL NOT BE EXPOSED TO <c Y a z z � DISCREPANCIES AND EXCEPTIONS BEFORE PROCEEDING WITH THE WORK. INDEPENDENTLY OF THE WALLS AND FOUNDATION SYSTEM. SEE CIVIL / ARCH. PLANS FOR STEEL-RESISTING E) WOOD CONSTRUCTION PER CBC 1704.6. .................................... ❑ ❑ ■ ` � � w � w w w FLEXURAL AND AXIAL HARMFUL (TO THE STRUCTURE AND / OR ITS OCCUPANTS) ACCUMULATION OF MOISTURE I ., m(n EXTERIOR FLATWORK INFO. I T a)HIGH-LOAD DIAPHRAGM: INSPECT WOOD STRUCTURAL PANEL SHEATHING TO h >� �-�- § a m cn cn w 14. THE REMOVAL, CUTTING DRILLING, ETC. OF EXISTING CONSTRUCTION SHALL FORCES IN INTERMEDIATE ASCERTAIN WHETHER IT IS THE GRADE AND THICKNESS SHOWN ON THE APPROVED & OTHER HARMFUL SUBSTANCES THAT COULD LEAD TO HARMFUL / DESTRUCTIVE MOLD 0 w z a_ z = 14. THE GEOTECHINICAL ENGINEER SHALL SUBMIT A WRITTEN STATEMENT WITH A COPY AND SPECIAL MOMENT w a a � � a o a o C)� BE PERFORMED WITH GREAT CARE IN ORDER NOT TO JEOPARDIZE THE X AWS D1.4 ❑ ■ MILDEW CORROSION ETC. BUILD UP ON STRUCTURAL MEMBERS. DIRECTLY TO THE STRUCTURAL ENGINEER AT THE COMPLETION OF THE PART OF THE FRAMES, AND BOUNDARY ACI 318:3.5.2 BUILDING PLANS AND VERIFY THE NOMINAL SIZE OF FRAMING MEMBERS AT L �-2nk- .-cam('� = m o cn o �' w z 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 m c� L- STRUCTURAL MEMBERS OR MECHANICAL, ELECTRICAL, OR ARCHITECTURAL PROJECT SUMMARIZING THE TEST RESULTS / ITEMS MONITORED WITH THE SPECIFIC REINFORCED CONCRETE NUMBER OF FASTENER LINES AND THAT THE SPACING BETWEEN FASTENERS IN . . Of Tiga a > > cn z 0 ix C� ir -� REQUIREMENTS. OSHA DEFINITIONS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE >- z z UJ- SHEAR EAR WALLS AND SHEAR ,. - a_ ( cn Z - � - w of w FEATURES NOT INDICATED FOR REMOVAL INTERFERE WITH THE NEW WORK, EACH LINE AND AT EDGE MARGINS AGREES WITH THE APPROVED BUILDING PLANS. CLASSIFICATION OF EACH 'VERTICAL MEMBER AND FOLLOWING THE REQUIRED OSHA � .__.. z Z a z o 0 REINFORCEMENT. A OV 0 w .� 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. ,�•�,� � � � _J g Z) -i Z) � m WRITTEN APPROVAL SHALL BE OBTAINED BEFORE REMOVAL OR MODIFICATIO a. 3) SHEAR REINFORCEMENT X AWS D1.4 ❑ � , y o U U v a m U m I 11 o Of,� 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 � L7 - z o AUTHORIZING THE CURRENT CONSTRUCTION AS INDICATED BY NOTE 1, THE OWNER STRUCTURAL DESIGN AND IN MOST CASES ARE TYPICAL CONDITIONS OR VERY 1 ° AWS D1.4 (IF THEY ARE REQUIRED BY THESE PLANS OR REQUIRED DURING CONSTRUCTION) � I �� ( �� } 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 � Lu z ACI 318:3.5.2 il �<_- 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. A I'OVOd plans � N N N N N N N N -�' CONTACT THE ENGINEER OF RECORD TO VERIFY THE PROPOSED REPAIR NO RESPONSIBILITY FOR THE POSSIBLE MOVEMENT OF THE SOILS SUPPORTING THE s. 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 o o BUILDING FOUNDATION. IF NO SOILS REPORT HAS BEEN PROVIDED IGNORE THE SOILS WITH APPROVED CONSTRUCTION DOCUMENTS: FOR ALL OFFSITE FABRICATION SUCH AS STRUCTURAL STEEL ( 5 O 010 SI + . ❑ c� o c.! o z SOLUTION. AND SPECIFICATIONS) CONTEMPLATES FURTHER COOPERATION AMONG ALL PARTIES a_ � ori cd (6 r ao rn REPORT REFERENCE IN NOTES 3,6,8,10 & 11. YES NO N/A o 0 0 0 0 0 0 -o' GLU-LAMS, PRECAST CONCRETE, ETC. . ....................... ............... ® ❑ INVOLVED. DESIGN AND CONSTRUCTION ARE COMPLEX, AND ALTHOUGH THE DESIGN a w cn a-'1-' 16. THE CONTRACTOR MUST NOTIFY THE ENGINEER PRIOR TO BEGINNING a DETAILS SUCH AS BRACING 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 g z WHEN REQUIRED BY THIS ENGINEER OR THE BUILDING OFFICAL THE OWNER CANNOT BE GUARANTEED. COMMUNICATION IS NECESSARY AND ANY STRUCTURAL �_ a-� OR OTHER HEAVY ITEMS (200+ LBS) ON EXISTING ROOF/FLOOR FRAMING NO IN SEISMIC DESIGN CATAGORIES C-F. BY PROCEEDING WITH CONSTRUCTION THE OWNER w � OR TENANT AUTHORIZING THE CURRENT CONSTRUCTION MUST OBTAIN WRITTEN SHALL EMPLOY THE ENGINEER OF RECORD (EOR) BRAD YOUNG AND ASSOCIATES, DISCREPANCY SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER WHOSE � o ct SHOWN IN THESE PLANS BUT LOCATED ON STRUCTURAL MEMBERS THAT ARE b)MEMBER LOCATIONS. ❑ ❑ ■ INC. TO PERFORM STRUCTURAL OBSERVATION AS DEFINED IN OSSC 1709 AND <z z PERMISSION FROM THE GOVERNING BUILDING DEPARTMENT TO PROCEED W INTERPRETATION SHALL BE FINAL DISCREPANCIES NOT BROUGHT TO THE Q BEING MODIFIED OR RECEIVING NEW LOADS FROM ,THESE PLANS. / 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: (n w DEMOLITION SHORING NOTES: CONSTRUCTION W/O A SOILS REPORT & TO USE THE BUILDING CODE TABLE 1804.2 c)APPLICATION OF JOINT WRITING PRIOR TO NEEDING ALL INSPECTIONS. 0 w� FOR SOIL DESIGN VALUES. DETAILS AT EACH ❑ ❑ TO HAVE BEEN BID IN THE MORE COSTLY MANNER. a DRAWN BY: PH 17. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS AND METHODS CONNECTION. a) �D P D OF ALL DEMOLITION WORK AND FOR PROVIDING ALL NECESSARY TEMPORARY � � � 4GENERAL NO / z? SHORING, BRACING AND PROTECTION AS NECESSARY FOR SAFETY, STABILITY FOUNDATION NOTES '� w 13YA JOB NO.: 12109 i Q- 7 �`� GINE F 1. AND PROTECTION OF ALL EXISTING ELEMENTS AND STRUCTURE TO REMAIN. �.�I` 001 � �,�1z�'PEF� cn I � Q TEMPORARY SHORING AND BRACING SHALL BE ADEQUATE TO RESIST ALL SPECIAL INSPECTION NV�� . 0 moi ' APPLIED LOADS INCLUDING DEAD LOAD, LIVE LOADS, SNOW LOADS AND5 a SHEET z �' CONSTRUCTION LOADS, TO PROVIDE STABILITY, AND TO PROVIDE FOR GN012---2,00 CB SON "Q '{ RESISTANCE TO WIND AND SEISMIC FORCES UNTIL ANY REQUIRED v ev z (n�^ e v O� Lu= , MODIFICATIONS TO THE STRUCTURE ARE COMPLETED. �; e-%4 BRAD YOUNG & ASSOCIATES, INC. 9' BOJ � QV - �® STRUCTURAL ENGINEERING ��" RAE e pO MISCELLANEOW11406.0 w o- DI EXPIRATION DATE: 6-30-2014 w 1320 W.HERNDON AVE.SUITE 101 � Q� �� FRESNO,CALIFORNIA 93711 PHONE:(559)222-9600 FAX:(559)222-9633 = mmomwori I . ___;�,, Q zz 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, M O- CONCRETE FOR BUILDINGS, EXCEPT AS MODIFIED BY THE SUPPLEMENT SEE FOUNDATION �I■■� -� w DIMENSION A OR G DIMENSION PLAN FOR REINF. 405 LAP SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, EXCEPT AS MODIFIED z ctf 49 F_ REQUIREMENTS BELOW. NOTE: - =--_� OTT (TYP.) 2. REINFORCEMENT SHALL CONFORM TO ASTM A 615, REINFORCING BARS BY THE SUPPLEMENT REQUIRED BELOW. 0 fA o w 2. SEE CONCRETE NOTES ON SHEET S1.2 FOR ADDITIONAL INFORMATION. REINFORCING IS ONLY REQUIRED � __ p c� D m (2) #5 B 400 LAP OR ONCRETE. 2. MIX DESIGN REQUIREMENTS: LLJ � D � _ D BARS OVER PIPE >_ IF THERE IS REINFORCING b D BAR DIAMETER b w -0 g 3. REINFORCING BARS SHALL HAVE THE FOLLOWING SPECIFIED YIELD STRENGTHS: z oUJ 3. IF MOISTURE BARRIER IS REQUIRED BY SOILS ENGINEER OR ARCHITECT, PROVIDE TERMINATE REINFORCING IN THE SLAB b a a (TMP7 ') a) CONCRETE MIX SHALL BE PLACED WITH THE FOLLOWING CEMENT Q co m w 2 MINIMUM COMPACTABLE GRANULAR FILL OVER BARRIER UNLESS OTHERWISE WITH IN 12 b D = FINISHED INSIDE BEND DIA. d N a NO. 3 AND SMALLER - 40.000 PSI GRADE 40 TYPES. MAXIMUM WATER/CEMENT RATIOS COMPRESSIVE STRENGTHS ,� w �= OF CONTROL JOINT ?1 b� N0. 4 AND LARGER - 60.000 PSI GRADE 60 o C) o�- NOTED IN SOIL REPORT. 1 IN. D = 6D b FOR #3 THROUGH #8 (f c), AND MAXIMUM SIZE AGGREGATE. SULFATE EXPOSURE SHALL BE `` 4. MIX DESIGN REQUIREMENTS: p SAW-CUT CONTROL JOINT. z NOTE: A706 GRADE 60 MAY BE SUBSTITUTED FOR a) & b) REINFORCING. OBTAINED DIRECTLY BY THE CONTRACTOR FROM THE PROJECT'S w -5 � 1/8- D 8D FOR 9, 10, AND 11 o w a) THE CONCRETE SUPPLIER MUST BEAR THE TOTAL RESPONSIBILITY THAT / FILL JOINT W/ ELASTOMERIC b # # # o SOILS ENGINEER AT THE TIME OF THE BUILDING PADS � L o 180-DEG D - 10 D b FOR #14 AND #18 90-DEG o • THE MIX DESIGNS WILL ATTAIN THE REQUIRED STRENGTH AND ACCEPTABLE FILLER. - w M 4. WELDED SMOOTH WIRE FABRIC FOR CONCRETE REINFORCEMENT SHALL CONSTRUCTION c SHRINKAGE CHARACTERISTICS. ACCEPTANCE OF MIX DESIGN BY THE ENGINEER CONFORM TO ASTM 185. GRADE 65 FOR PLAIN WIRE AND ASTM A497 GRADE z '�a w% DIMENSION OF STANDARD 180-DEG DIMENSION OF STANDARD 90-DEG 75 FOR DEFORMED WIRE ALL LAPS TO BE AT LEAST TWO CROSS WIRES. � E _w WILL BE BASED ONLY ON CONFORMANCE OF SPECIFIED DESIGN STRENGTH, f c (PSI) MIN � 28 DAYS U.N.O. > � o o U DESIGN SLUMP, AND AGGREGATE SIZE. � % SLAB - SEE FOUNDATION BAR HOOKS, ALL GRADES HOOKS, ALL GRADES = - W MAXIMUM - - E 5. ALL WELDED REBAR SHALL BE ASTM A706. U.N.O. SULFATE CEMENT WATER/ o V PLAN FOR MORE INFO. SIZE I I !1 I I I WI I II I V'Q b SEE TABLE UNDER CONCRETE NOTES ON THIS SHEET FOR CONCRETE AOR G J D AOR G D i ,4 . • • I . _ 3 I�- PREHEAT THE REBAR IF REQUIRED BY AWS EXPOSURE TYPE CEMENT S.O.G. FOUND. COLUMN N A N A li' LIJ= STRENGTH REQUIREMENTS. 4' f, A, • „ if „ „ T I - Ty . - I (BASED ON THE CARBON CONTENT OF THE REBAR) = - �- #3 5 32 1/4 6 2 1/4 }w 5. HOT WEATHER CONCRETING: COMPLY WITH THE RECOMMENDATIONS OF ca " " o a z CLEAR BOTTOM OF 6. AT THE TIME CONCRETE IS PLACED, REINFORCEMENT SHALL BE FREE FROM NEGLIGIBLE 3000 LT 2500 LT a o SECTION 7.6 ACI 301 REGARDING PLACING OF CONCRETE DURING HOT WEATHER. 12" MAX. TYP. #4 6 4 3 8 3 1 P PE AND BETWEEN EVE FOOTING MUD, OIL OR OTHER NONMETALLIC COATING THAT DECREASE BOND. EPDXY (0-150 PPM} II 0.45 3000 3000 3000 WT CONC. WT CONC. •� o w 5/8 SMOOTH ROD x 16 LONG W/ SAW CUT •� •I „ •� p o I �° a) WHEN AIR TEMPERATURE IS ABOVE 80 F, THE GUIDELINES FOR PROTECTING 3" MIN. TYP. „ #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 w THE CONCRETE FROM PLASTIC SHRINKAGE CRACKING AND CRAZE CRACKING, ENDS (FULLY GREASED ® 24 O.C. IN PRE-- „ a " a „ PERMITTED. � a MANUFACTURED DOWEL BASKET ASSEMBLY. SEE 6 FOR STEPPED FOOTING w BY PROVIDING A TEMPERATURE CONTROLLED MIX AND PROTECTING THE # 8 6 4 1/2 1 -0 4 1/2 SEE FOUNDAl10N PLAN a, cn- SLAB CONTROL JOINT-OPTION 1 NOTE ABOVE FOR ADDITIONAL INFORMATION FOR REINF. (REINF. To SEE STANDARD DETAIL 7. REINFORCEMENT PRESTRESSING TENDONS AND DUCTS SHALL BE ACCURATELY °' � o� CONCRETE SURFACE FROM RAPID WATER EVAPORATION AS DESCRIBED a is " „ v w 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 FTG. PLACED AND ADEQUATELY SUPPORTED BEFORE CONCRETE IS PLACED, AND o m U) Q b) WHEN THE RATE OF EVAPORATION EXCEEDS 0.2 POUNDS PER SQUARE SAW-CUT CONTROL JOINT. #8 11" 8" 6" 1'-4" 6" REINF) SHALL BE SECURED AGAINST DISPLACEMENT WITHIN TOLERANCES. J RS p a w 0r`` INCH PER HOUR, THE CONTRACTOR SHALL TAKE THE NECESSARY 1/815, FILL JOINT W/ ELASTOMERIC #9 1'-3" 1 1 3/4" 9 1/2" 1'-7" 9 1/2" 8. TOLERANCE FOR DEPTH d, AND MINIMUM CONCRETE COVER IN FLEXURAL (0 w J ° PRECAUTIONS AGAINST PLASTIC SHRINKAGE CRACKING AS DESCRIBED d- FILLER. " I „ " PIPE PENETRATION5 A T FOOTING MEMBERS, WALLS AND COMPRESSION MEMBERS SHALL BE AS FOLLOWS: Q 3: m a IN ACI 305R. 0 #10 1 -5 1 -1 1/4 10 3/4 1 -10 10 3/4 NO SCALE 4; ff; 1 TOLERANCE ON / / / / a v MAXIMUM SIZE AGGREGATE 1 1 2" 1 1 2" 1" 3 8 3 8 „ " „ , » " w o SLAB - SEE FOUNDATION #1 1 1 -7 1 -2 3/4 12 2 -0 12 TOLERANCE o cQ w DIFFERENCE THICKNESS -0 I PLAN FOR MORE INFO. d MINIMUM * P N L TI NS WHERE APPLICABLE FOR SPECIAL MINIMUM f'c. w „ , u p , » a >> OF SLAB IF APPLICABLE CONTROL a #14 2 -3 1 -9 3/4 18 1/4 2 -7 18 1/4 3 SEE REINFORCING CONCRETE COVER SEE A E ELEVA 0 w , : JOINT A'�. . a " WHERE SULFATES ARE PRESENT, THE ABOVE TABLE SHALL GOVERN IF THE p o m CL SCHEDULE FOR SPLICE o cn :.':. • ;.:, #18 3 -0 2 -4 1/2 24 3 -5 24 d S 8 ± 3/8 - 3/8 TABLE VALUES ARE HIGHER. WALLS f c ALSO IS APPLICABLE FOR RETAINING WALLS. rn m -�z CUT EVERY OTHER REINFORCING BAR (BARS LENGTH AND INFO. a z cw � ° RUNNING PERPENDICULAR TO THE SAW CUT 3 TO 5 w " » b) CONCRETE SLUMP SHALL BE DESIGNED TO 4 . ALL CONCRETE WITH SLUMPS w a; " # # r -� - d > 8 ± 1/2" - 1/2 IN EXCESS OF 5" SHALL BE REJECTED AND NOT USED. � � CYN ( C CONTROL JOINT) 1 E.S. OF CONTROL JOINT 6D OR ro w I a ° a t _(d rn _r '. - SLAB CONTROL JOINT-OPTION 2 (2" TOTAL) 2 1/2"bMIN. D = BEND DIAMETER EXTEND REINFORCEMENT OF c) THE CONCRETE SUPPLIER MUST BEAR THE TOTAL RESPONSIBILITY THAT THE s E z~ - SEE NOTE 10 EXCEPT THAT TOLERANCE FOR THE CLEAR DISTANCE TO FORMED SOFFITS 0 0 �= 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 5 m �_ OPTION OVER OPTION 1 6 TO 8 LARGER GRADE BEAM AS CHARACTERISTICS. ACCEPTANCE OF MIX DESIGN WILL BE BASED ONLY ON . '.11 # # 4 ° -� X EXCEED MINUS ONE THIRD THE MINIMUM CONCRETE COVER REQUIRED BY THE 0 - � u o � ��' BAR* LAP 12Db -n n uO SHOWN 4° ° ° v Q APPROVED PLANS OR SPECIFICATIONS. CONFORMANCE OF SPECIFIED DESIGN STRENGTH AND DESIGN SLUMP. o w � 0 � O 2 MIN. HOOK HOOK 11 6 ._ _ _ z o, cn EXISTING •� i a r 3. PIPE MAY PASS THROUGH STRUCTURAL CONCRETE IN SLEEVES, BUT SHALL NOT BE m bo m •� 0 �+ �-fd- SLAB OR SEE NOTE 6 D11 12 A OR G A OR G w 9: TOLERANCE FOR LONGITUDINAL LOCATION OF BENDS AND ENDS OF REINFORCEMENT u �, G 6 IIIIIIIIIIII ° �� " EMBEDDED THEREIN. SLEEVES SHALL BE WRAPPED WITH EXPANSION JOINT FILLER w �; o E u N N w o FOOTING (IF - - D15 14" 6D OR ° SHALL BE t2 (±51 mm) EXCEPT ,AT DISCONTINUOUS ENDS OF MEMBERS MATERIAL TO ALLOW CONCRETE TO CURE WITHOUT RESTRAINT. PIPES OR CONDUITS °' .a, :� �' N "' ° b = = 4 ° ° WHERE TOLERANCE SHALL BE ±1 2 ±12.7 mm . � � I .� � 5 O s~ a., N w APPLICABLE) MIN. LAP PER TABLE FLIP ALTERNATING �- _.� _,� a ° ° ° / ( ) EXCEEDING ONE-THIRD THE SLAB OR WALL THICKNESS SHALL NOT BE IN J � .5 N (2 1 2 I � o0 0 N � P, � Q MATS D20 16 p MIN/ ° 10. ALL DIMENSIONS SHOWN FOR LOCATION OF REINFORCING STEEL ARE TO FACE OF STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILS SEE MECHANICAL AND / OR = ':: *SEE REINFORCING DETAIL z 1 A z z ''� -' ° BAR AND DENOTE CLEAR COVERAGE. UNLESS SPECIFICALLY NOTED, CONCRETE ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES, ACCESSORIES, ETC. `r' Q Z FOR REBAR LAPS IF z o OR Z o Z o p c� 000 "= 4 ° COVERAGE SHALL BE AS FOLLOWS: W REBAR IS REQUIRED AS J V) G -' Z -' Z ° ° ° 4 0 a 4. ALL REINFORCING STEEL, WIRE MESH, ANCHOR BOLTS, HOLDOWN ANCHORS, AND z V)a % SLAB REINFORCEMENT < w Db �- < �' Db ° °a m CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3�� OTHER INSERTS SHALL BE SECURED IN POSITION AND INSPECTED BY THE BUILDING w m z o 0 0 o Db o o I ° CONCRETE EXPOSED TO EARTH OR WEATHER: (NO. 6 THROUGH NO.18) 2 OFFICIAL PRIOR TO PLACING CONCRETE. � o z CONTROL JOINT D C oN 1 1-7OL, JOIN 1 D D D _ (NO. 5 AND SMALLER) 1 1/2" 5. LOCATION OF CONSTRUCTION OR POUR JOINTS NOT SPECIFIED IN THESE DRAWINGS -' AT CORNERS r7 J °LL_ = _ � _ MUST BE REVIEWED BY THE ENGINEER. o w� 6. SAW CUT JOINTS IN CONCRETE SLAB AT LOCATIONS SHOWN ON FOUNDATION CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: z o Q PLAN. SAW CUT JOINTS AS SOON AS THE SLAB WILL SUPPORT THE WEIGHT SLABS, WALLS AND JOISTS: N0. 14 AND NO.18 1 1 2" 6. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, ORNAMENTS, OR a -o OF THE SAW AND OPERATOR WITHOUT DISTURBING THE FINAL FINISH. NOTE: BEAM BEAM BEAM GRADE BEAM (SEE FOUNDATION GRADE BEAM (SEE FOUNDATION ( ) 3/4" ACCESSORIES REQUIRED TO BE CAST IN CONCRETE, AND FOR LOCATIONS OF FLOOR w 0 THE DISTANCE BETWEEN SAW CUT JOINTS SHALL BE 24 (8'-0" MIN.) TO REINFORCING IS ONLY REQUIRED IF THERE PLAN FOR MORE INFO.) PLAN FOR MORE INFO.) (N0. 11 AND SMALLER) / ,o FINISHES AND SLAB DEPRESSIONS. f- (Q 30 (16'-0" MAX.) TIMES THE SLAB THICKNESS, UNLESS OTHERWISE NOTED. IS REINFORCING IN THE SLAB (DOWELS 90-DEG 135-DEG 135-DEG BEAMS AND COLUMNS: 1 1/2 W THE CONTROL JOINT SYSTEM SHOULD DIVIDE THE SLAB INTO SECTIONS OF ARE ALWAYS REQUIRED) (SMALLER OF THE TWO GRADE BEAMS (LARGER OF THE TWO GRADE BEAMS SHELLS AND FOLDED PLATE MEMBERS: (NO. 6 THROUGH NO.18) 3/4" 7. HORIZONTAL CONSTRUCTION JOINTS SHALL HAVE ENTIRE SURFACE REMOVED TO o o Ld z NOT MORE THAN 250 SQUARE FEET OF SURFACE AREA, U.N.O. STIRRUP HOOKS SEISMIC STIRRUPME IN THE PLAN DIMENSION) IN THE PLAN DIMENSION) (NO. 5 AND SMALLER) 1/2" EXPOSED CLEAN AGGREGATE SOLIDLY EMBEDDED. w Z ° 7. IF HARDWHEEL TRAFFTS NEED PC.ORT AT EDGES TO WITHSTAND THIS ENGINEER RECOMMENDS THE FILLING ACTION JOINTS LONG SMOOTH0 C ROD DOWELS (TIE BENDS SIMILAR) PLAN VIEW CONCRETE TILT-UP PANELS CAST AGAINST A 8. THE CONTRACTOR SHALL FURNISH AND INSTALL 1/2" PRE-MOLDED EXPANSION � Z�- a RIGID HORIZONTAL SURFACE, SUCH ASA JOINTS IN ALL EXTERIOR WALKS AND SLABS AS INDICATED ON DRAWINGS, BUT IN z WITH AN EPDXY JOINT FILLER IF SUCH USAGE IS ANTICIPATED. SHALL BE INSTALLED ® SLAB PROVIDE MAXIMUM 1/8 RADIUS A CONCRETE SLAB EXPOSED TO THE WEATHER: N0. 8 AND SMALLER 1 NO CASE MORE THAN 24 -0 O.C. o �a TOOLED EDGE WHERE JOINTS 90° 135' 135° SEISMIC HOOK ( ) 8. MAXIMUM RATIO OF LONG SIDE TO SHORT SIDE SHALL BE 1 1/2 : 1 CENTERLINE, PERPENDICULAR BAR G, z m TO JOINT, CENTERED ON THE ARE TO BE FILLED, SAW CUT SIZE D SEE REINFORCING 3" SEE REINFORCING (NO. 9 THROUGH NO. 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 AOR G A OR G APPROX. H SIZE D A OR G APPROX. H w JOINT, AND LEVEL. THE TOOLED JOINT. NOTES: = THE DAY. " " SCHEDULE FOR SPLICE L SCHEDULE FOR SPLICE FOUNDATION WALL WITH NOT LESS THAN 5/8" NOMINAL DIAMETER STEEL ANCHOR ry w~ " " v #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 > 10. PROVIDE 2- #4 X 4-0 LONG AT 4 O.C. AT MID-DEPTH OF SLAB AT . � .• MORE THAN 4' APART. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE WITH CORNERS OF BLOCK-OUTS AND AT RE-ENTRANT CORNERS WHERE • • : - =-j .• ®.: #4 2" 4 1/2" 4 1/2" 3" #4 2" 6 1/2" 4 1/2" ABOVE CLEARANCES. ONE BOLT LOCATED WITHIN 12" OF EACH END OF EACH PIECE NOT CLOSER THAN 7 m a CONTROL JOINTS DO NOT OCCUR AND WHEN RE-ENTRANT g • . PO o cn CORNERS OR BLOCKOUTS EXCEED 1590 OF THE PIECE OF SLAB #5 2 1/2" 6" 5 1/2" 3 3/4" #5 2 1/2" 8" 5 1/2" 4 ° v 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 � '`'z 11. SEE FOUNDATION PLAN FOR ADDITIONAL INFORMATION, WRAP W/ FOAM OR COAT ° ° 4 ° MEET THE ABOVE CLEARANCES & ALL OTHER CLEARANCES REQUIRED BY SHALL BE TIGHTENED ON EACH BOLT TO THE PLATE. _ w, 12. CONTRACTOR MUST FAMILIARIZE THEMSELVES WITH THE SOILS REPORT FOR TERMINATE REINFORCING W/ GREASE ONE END OF #6 4 1/2" 1'-O" 8 4 1/2- #6 4 1/2- 11 6 1/2" ° THESE PLANS AND AC1. TYP. @ ALL CONCRETE. CONTACT THE ENGINEER IF w SUBGRADE/SUB SLAB PREPARATION AND FOLLOW ALL RECOMMENDATIONS. WITHIN 12" OF CONSTRUCTION DOWEL TO ASSURE SLIPPAGE #7 5 1/4" 1'-2" 9" 5 1/4" #7 5 1/4" 1'-0 1/2" 7 3/4" ro -� ° 1 4 THERE ARE ANY QUESTIONS BEFORE BEGINING CONSTRUCTION & / OR 10. WATER USED IN MIXING CONCRETE SHALL BE CLEAN AND FREE FROM o v JOINT - - - � •• FABRICATION. INJURIOUS AMOUNTS OF OILS, ACIDS, ALKALIS, SALTS, ORGANIC MATERIALS Q w z 13. ANY FLOOR SLAB HOLES FROM THE ATTACHMENT OF PANEL CHAMFER AND APPLY BOND BRAKER TO #8 6" 1'-4" 10 1/2' 6" #8 6" 1'-2 1/2"I 9" �� ° OR OTHER SUBSTANCES THAT MAY BE DELETERIOUS TO CONCRETE OR cn a: !5 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 ~ n FLOOR SLABS. " POUR SAME SIZE REBAR AS THE LARGEST o SLABS 3 MIN. TYP. FOOTINGS, ETC. SHALL BE AS SPECIFIED IN NOTE 14. VERIFY WALL BARS �, NOTE: REBAR REQUIRED IN EITHER OF THE 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 �_w 14. BUILDING SLAB IS NOT DESIGNED TO SUPPORT CRANE LOADS, CONCRETE MIXING - w TRUCKS, TWO FOOTINGS SAME NUMBER OF -1 4 w OR OTHER SPECIFIC CONSTRUCTION LOADINGS. IF SUCH LOADS OCCUR 1. ALL REINFORCEMENT SHALL BE BENT COLD, UNLESS OTHERWISE PERMITTED BY a _ � _ SPLICES OR LAPS EXCEPT FOR TOP REINF. OF BEAM AND SLABS, OR WHERE TO AVOID SEGREGATION DUE TO REHANDLING OR FLOWING. CONCRETE SHALL BE � _ BARS AS IN THE SMALLER FOOTING 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 z � DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO UPGRADE - N THE BUILDING OFFICIAL. o O THE SLAB THICKNESS AND PROVIDE ADDED REINFORCING AS REQUIRED. ANY 6" LONG KEY N LINED UP WITH THE BARS IN THE 3" SEE REINFORCING F: o DAMAGE CAUSED TO THE SLAB SHALL BE REPAIRED AT THE CONTRACTOR'S 018" O.C. � SMALLER FOOTING L SHALL BE LOCATED AS INDICATED ON THE PLANS IF SPLICE OR LAP LOCATIONS FLOWS READILY INTO SPACES BETWEEN REINFORCEMENT CONCRETE THAT HAS o c� 2. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT, SCHEDULE FOR SPLICE " z w EXPENSE PER THE OWNERS REQUEST. _ 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 0 z EXCEPT AS SHOWN ON THE DESIGN DRAWINGS OR PERMITTED BY THE BE DEPOSITED IN THE STRUCTURE. u o� 15. WHERE DEPRESSIONS OCCUR IN THE SLAB BELOW THE NORMAL T.O. SLAB ELEVATION " . , '. .I$• 1 . . • . BUILDING OFFICIAL. GRADE BEAM (SEE FOUNDATION GRADE BEAM (SEE FOUNDATION 12. CONCRETE SHALL NOT BE DROPPED THROUGH REINF. STEEL (AS IN WALL) SO AS o TO ACCOMMODATE THE REQUIREMENTS OF THE ARCHITECTS OR PLUMBING PLANS, THE �. • .4. - !� PLAN FOR MORE INFO.) PLAN FOR MORE INFO.) TO CAUSE SEGREGATION OF AGGREGATES. IN SUCH CASES, HOPPERS AND VERTICAL 12. ADDITIVES AND ADMIXTURES TO CONCRETE SHALL NOT BE USED UNLESS APPROVED Lu > w z o SLAB SHALL BE THICKENED To MEET THE REQUIRED SLAB THICKNESS REQUIRED CHUTES OR TRUNKS SHALL BE USED. CHUTES OR TRUNKS SHALL BE OF VARIABLE > o m BY THE FOUNDATION PLAN. SEE THIS DETAIL FOR OTHER REQUIREMENTS (SMALLER OF THE TWO GRADE BEAMS (LARGER OF THE TWO GRADE BEAMS LENGTHS 50 THAT FREE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED BY THE ENGINEER OF RECORD. o .j z - 16. THE MINIMUM SLAB THICKNESS IS 4" ' 9 STANDARD ®�i DETAILS IN THE DEPTH DIMENSION) IN THE DEPTH DIMENSION) 13. THE EXTERIOR FLATWORK SHOULD BE POURED SEPARATELY IN ORDER TO ACT L`' a = CONT. KEY p a FIVE (5) FEET AND SUFFICIENT NUMBER SHALL BE USED TO INSURE THE U ca o 17 OFEF BIERMESHS PER CUBIC YARDOFCONCRETE U.N.O.NT FOR SLABS UP O 5" THICK IS 1 1/2" Ibs. 3/4 1 1/2 NO SCALE f SECTION CONCRETE BEING LEVEL AT ALL TIMES. PLANS FOR EXTERIORINDEPENDENTLY OF NFO E WALLS AND OUNDATION SYSTEM. SEE CIVIL / ARCH. o WALLS AND FOUNDATIONS ® 13. REINFORCING BARS SHALL NOT BE RE-BENT WITHOUT APPROVAL OF ENGINEER. W z U cn 18. THE MINIMUM SLAB REINFORCEMENT FOR SLABS 5" THICK & UP IS #4 @18" O.C. 4db OR BENDS SHALL BE MADE COLD. 14. FOOTINGS SHALL BE LOCATED ON CENTER LINE OF WALL, PILASTER, OR COLUMN 'W �- fn 0 E.W. CENTERED IN THE SLAB 2 1/2" UNLESS OTHERWISE NOTED. D_ 19. AN IMPERVIOUS MEMBRANE (VAPOR BARRIER) SHOULD BE PLACED UNDER ALL MIN. 14. Y 0 BEAMS 15. AGGREGATES SHALL CONFORM TO ASTM C33.SLABS THE ONLY EXCEPTIONS IS A SLABS WHERE MOISTURE TRANSMISSIONS CONST UCTION JOINT SPLICE AT DIFFERENT SIZEGRADETYPICAL REINFORCEMENT SPLICES & EMBEDMENT LENGTH Q W o Z THROUGH THE SLAB WILL NOT DAMAGE ALTER OR HARM ANY PART OF THE E `- o 4 ° ° 180 HOOK (VVI NO SCALE € 4� ' 16. CONCRETE MIXES SHALL BE DESIGNED BY A TESTING LABORATORY APPROVED BY THE J U o° STRUCTURE, INTERIOR, AND OCCUPANTS). A 10 MIL. (MIN.) MEMBRANE SHOULD REBAR EMBEDMENT EMBEDMENT ENGINEER. MIXES SHALL CONFORM TO APPLICABLE BUILDING CODE REQUIREMENTS, a r11 O -I BE USED THAT MEETS THE REQUIREMENTS OF ASTM E1745, THE MEMBRANE 0 s 4 • ° ° SIZE SPLICE LENGTH, INCHES W/ HOOK W/0 HOOK REGARDLESS OF OTHER MINIMUM REQUIREMENTS SPECIFIED HEREIN OR ON THE = V J cn �o JOINTS SHOULD BE SPLICED & TAPED TYP. 1/8" RADIUS (TYP.) APPROVED CAULKING a 4 DRAWINGS. MIX DESIGNS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL (n < d 20. 2 OF MOIST CONCRETE SAND ASTMC-33 MUST BE PLACED UNDER ALL " BUILDING WALL ABOVE 3 24 9 21 BEFORE USE. DESIGNS SHALL SHOW PROPORTIONS OF CEMENT FINE AND COARSE z o� ( ) 1/2" PREFORMED FIBER --- AFTER CONCRETE ° ° ELEVATION OF COMPACTED # o z Z SLABS BETWEEN THE BOTTOM OF SLAB & TOP OF VAPOR BARRIER OR (NEXT EXPANSION JOINT, HOLD IS IN PLACE OR UNDISTURBED „ „ AGGREGATES AND WATER, AND GRADATION OF COMBINED AGGREGATES. 0 U - LAYER DOWN AS REQUIRED BY THE SOILS REPORT). 1/2" DOWN FROM TOP1. 1. I SINGLE BARS @ SLAB ABOVE ADJACENT SOIL VERTICAL #4 32 12 27 17. PROVIDE 3/4" CHAMFER AT EXPOSED EDGES OF CONCRETE, UNLESS OTHERWISE Mi <C ° 21. THE VAPOR BARRIER SHOULD REST ON 4" OF 3/4" CLEAN CRUSHED ROCK OF SLAB �' ' , 4 » " SHOWN. o ?� U.N.O. THIS RECOMMENDATION IS ONLY REQUIRED CSD SITES WITHOUT A SOILS k 4db OR WALL 5' SLOPE #5 40 15 33 (� o ( �. 4 .. &. .I 2 1/2" LOCATIONS REPORT RECOMMENDATION FOR SUB SLAB PREPARATION) 6 48" 18" 38" 18. SECURE REINFORCING, ANCHOR BOLTS, INSERTS, ETC. RIGIDLY IN PLACE PRIOR w CIO � >_ CONCRETE SLAB MIN. f1-� # TO POURING CONCRETE. �__ CIO z 22, ALL REFERENCE TO FIBERMESH IN THESE PLANS REFERS TO THE PRODUCT ADDITIONAL FOOTING DEPTH o Q ° 4 180' HOOK MAY BE REQUIRED TO MEET 1^ 7 69" 21" 53" 19. SUPPORT HORIZONTAL REINFORCING ON GALVANIZED CHAIRS EXCEPT MORTAR BLOCKS � � } BY SI CONCRETE SYSTEMS FIBERMESH 300 TYP. U.N.O. 1/2 ° - - THE ADJACENT GRADE I - - - - 5' MIN. # OR OTHER APPROVED METHOD OF SUPPORT AT FOOTINGS, AND SLABS ON GRADE. m a, DETAIL •Cc) ° ° • ° • a REQUIREMENTS. CONTRACTOR = I I-I I I I 45' MAX. #8 78" 24" 59" NOTE THAT BRACING AND LIFT INSERTS, AND CHAIRS AT TILT-UP PANELS, NEED w o A ° ° ° & CIVIL ENGINEER MUST -III ';:: ':_.::,.: ,. III-� ,III 1 �� - NOT BE GALVANIZED BUT SHALL HAVE PLASTIC TIPS. u C� I - v Exl-ANSION / ISOL/'1TI®N JOINT ° ° ° a COORDINATE THE REQUIRED A' .� •• I I=I ( � 16 CLR. MIN #9 88 27 65 a " r, 20. REMOVE FORMS AT FOLLOWING MINIMUM TIMES AFTER POURING: AT SLAB EDGES - � SEE NOTE #10 F 4 VERTICAL DEPTH OF FOOTING IF =III A A . I I IF �CLR. MAX. 10 98 31 73 �J " " 24 HOURS; AT WALLS LESS THAN 4 HIGH - 36 HOURS. w r m co I � PROVIDE WHERE ° ° 4 ° BARS ® APPLICABLE I I= . . I I # o' Q CONTROL JOINT p #5 BARS x16" LONG 012" O.C. ( ® SLABS: W/ 3/4" ° ° 4 4 WALL FOOTING DEPTH AS - =I I I . .. �' ' I I ' U.N.O. 21. CONSTRUCT FORMWORK TO MAINTAIN TOLERANCE AS OUTLINED IN ACI 347. 3t �o I I DOES NOT OCCUR) 8 CUSHION ON SIDES OF DOWELS. NOTE: THE OWNER MAY • ° • ° • °4 ° REQUIRED BY THE PLANS =_ ' . •4 - #11 108" 35" 81" FORMWORK SHALL BE REUSED IN ACCORDANCE WITH ACI 347. = r O O EMBED CHOOSE TO USE #5 REBAR DOWELS x 16 LONG a ° LOCATIONS _ I I_ - m z 012" O.C. W/ OUT THE 3/4" CUSHION. THIS OPTION a 4 (THE FOOTING DEPTH I I I �=1 I ►- SPLICE 22. TRENCHING OF GRADE BEAMS SHALL BE EXCAVATED IN ORDER TO PROVIDE THE 1_'° I I 4 ° MUST BE AT LEAST AS EMBEDMENT CONTROL JOINT MAY RESULT IN MORE SLAB CRACKING.) W W LENGTH BEAM CROSS SECTION INDICATED. BEAM AND SLAB DEPTHS AND WIDTHS AS = b� DEEP AS REQUIRED BY LENGTH INTO z z o CONTROL JOINT DOUBLE THE PROJECT 501LS CONCRETE INDICATED ARE MINUMUM ACCEPTABLE SIZES. LARGER SIZE BEAMS AND SLABS bi bi vi° O O I I U.N.O. C3 4 - ,� .. REPORT CONTACT THE FORMED BY LESS ACCURATE TRENCHING MAY REQUIRE ADDITIONAL REINFORCING w • NEW CONCRETE FOOTING WIDTH AS REQUIRED NOT SHOWN WHICH SHALL BE DETERMINED BY THE ENGINEER DURING ry uj NOTE: ~w 3` r SLAB THICKNESS ENGINEER IF THERE ARE BY THE PLANS a� CONTROL I I 0 � g . a THIS DETAIL DOES NOT APPLY TO PAD FOOTINGS STANDARD CONSTRUCTION REVIEW. ALL LOOSE DIRT FROM SIDES AND BOTTOMS OF TRENCHES a �� ANY DISCREPANCIES D JOINTS ........ . REBAR TO BE ......-�.................... "'`" HOOK SHALL BE REMOVED. HAUCHES SHALL BE CUT ON EACH SLED OF TRENCHS OF cn�, 4" MIN.% � .A �� % 4 MIN. NOTE: SPLICED ADEQUATE SIZE TO MAINTAIN THE VERTICAL SIDES OF THE TRENCH. 0° a ISOLATION JOINT USE SIMPSON THIS DETAIL ADDRESSES ADJACENT GRADE LOCATIONS W/ RESPECT TO THE w �a' (PROVIDE BOND " CONCRETE SURFACE OR BREAKER) SET EPDXY 12 TERMINA TION CONCRETE FOUNDATION. SEE THE FOUNDATION & CIVIL PLANS FOR MORE INFO. ALSO 1 BAR DIAMETER JOINT IN CONCRETE x o W DETAIL 10 SEE FOUNDATION NOTES DETAIL FOR MORE INFO. MAX. CONCRETE NOTES w z� D B EXISTING CONCRETE NEW CONCRETE11 - �M/W� z�;�`02-I Ev�� ,3� � �� ;-' ""BC � >- w THINNER SLAB SIDE THICKER SLAB SIDE ADJACENT GRA®ER T® FTG" cn Z o o 7 15. ALL REINFORCING SHALL BE DETAILED, FABRICATED AND PLACED, IN z 3/4" SQ. CUSHION DOWELS x16" LONG PIPES PERMITTED 0f Y a °'°- X12" O.C. CUSHIONING TO OCCUR AT SIDES JOINING (E) CONCRETE W/ (N) CONCRETE No SCALE "`_)1,.J%., ACCORDANCE WITH THE LATEST ACI DETAILING MANUAL. IN THIS AREA o � �� OF DOWELS ONLY NOTE: THE OWNER MAY G 16. ALL REINFORCING SHALL BE SUPPORTED IN FORMS, SPACED WITH NECESSARY o w � (IF APPLICABLE) ACCESSORIES AND SHALL BE SECURELY WIRED TOGETHER IN ACCORDANCE WITH �.,,' >- Ox w m CHOOSE TO USE #5 REBAR DOWELS x 16" � p ' ,o NORMAL BOT. of FTG. ��j``�` z m 0f D LONG x+12 O.C. OR 3/4 os x 16 LONG - THE LATEST EDITION OF THE CRSI MANUAL OF STANDARD PRACTICE &k Q w w o_ a NORMAL FINISHED ELEVATION OF x 1" CLEAR BETWEEN 180 MIN. ��: z ir a- 0 ROL JOINT SMOOTH DOWELS ®12 D.C. THIS OPTION BUILDING SLAB N -14z,- 3 REWFORCiNG Q �. ,I. �� Of o MAY RESULT IN MORE SLAB CRACKING. DEPRESSED SLABa-Z r\. __Is 1�I- . . _ PIPE AND SLEEVE. . . I I-_ �, ®, ' o w _ (TYP-) III �` �`\�N� cwn o _ THINNER ., THICKER .� . d - (SEE ARCH'L. PLANS ,°w Dt� �-� a? "� CONCRETE FILL TO BEto -A ' ��/�'' ZD ~} SLAB SLAB SEE FOUNDATION FOR - .g' FOR DEPRESSION DEPTH) 2- #6 AT HEAD PLACED BEFORE FOOTING IW \� m o w THICKNESS �. • - 1 . �. � THICKNESS SLAB THICKNESS " .. .�:-,� : UNLESS NOTED 32 DIA's 32 DIA's z IS POURED - MAKE CD . ;6 =1I Q o d 1 - �. SEE FOUNDATION FOR OTHERWISE m - _ _ _ SAME WIDTH AS FOOTING II o w N .4 r Q • '6 .� �1 d' 2 x d . I. • : 'v SLAB THICKNESS TY 0 Z AND FULL WIDTH OF :III` •III- 1- �^�I I;p- z m1. 2-#5 32 DIA's 16 DIA's Q m PIPE TRENCH. (TYP.) 1 - -� 0 0 o m � •. 1-F, d TYPICAL o _ _ -.. a N Z D Xr, . _____�,� :�_ - IC° N FOR PIPES PASSING UNDER 2 I 1 #4x48" LONG 14 •. ' � � � g W. �� FOOTING 36" OR LESS BELOW PIPES IN BACKFILLED TRENCHES ° (4 MIN.) d d (4 MIN.) ( ) z KKKKKKKKIN r „ a In �� d + 4 d + 4 AT CORNERS � � . NORMAL BOTTOM OF FOOTING, PARALLEL TO FOOTINGS Q A.: $ 1 0§ SLAB DEPRESSIONS 24" .- .• A'• '°' M a Z C JOINING OF SLABS OF DIFFERENT THICKNESSES H TYP % a m rn (IF APPLICABLE) (IF APPLICABLE - SEE ARCH'L PLANS FOR LOCATIONS, DEPTH, & DIMENSIONS) ,N 2 NOTE: m m c� LL_ ? NOTE: SEE TYPICAL STEPPED cn Q 7YP/CAL SLABON GRADE SEE "TYPICAL REINFORCEMENT AT PANEL OPENINGS (AND KNOCKOUTS)" FOR '.� co 1 ® 1 FOOTING DETAIL 00 =o TYPICAL CONCRETE WALL PANEL REINFORCING. " FOR REINFORCING. Q � Q z z ~ w NO SCALE C�008----2001 cM BC; oo Q w w °�°w DOUBLE CURTAIN j o a � w z � z o= A o : �: cn OQo w OPENING iN CONC. FL®OR SLAB ®R WALL1 e Q � 2 m � � NLdw z32 D IA's 32 D IA's 16 D IA's 0f m m c=ry 'G�cif C-0 of cn� -. 12 MIN. to1 a w W NO SCALE ; a +1 " » O N V) Z Z Z J U U m � ' z U U U rl m U m 0 0 . FOR PIPES PASSING UNDER FOOTING OVER 36" BELOW Q o° . ��. .4.. .':-.. , -«� • ' .. A �' NORMAL BOTTOM OF FOOTING, STEPPED FOOTING IS REQ'D. F W � • C � ' � W N N N N N N N N 0Ljj (D Q t` ca 1n t` co t\ c0 n Z � . ae � Z a CO (D f\ (X) Ch U) OR w ' . 3 RELATIONSHIP CF PIPES w O o © O O O O _F g z 4. a� •- TRS TO FOOT►MGS NO SCALE U: 0 ,4 ' FF1 I I I RR, - z w " co N w w �� , Q 0� 0 L z Q W SINGLE CURTAIN o PA/PM: zT B w DRAWN BY: PH W 4REINFORCiNG LAPS AT CONC. �� Q� \� �GIAI�,F BYA JOB NO.: 12109 [ifWALL AND FOOT%1�GG TDV NO SCALE %_DC)�;�6 �' 712 �' �P C� o I V) Qw z SHEET z o 0 N (n i 90 w Q �/ 7 QOM�� z o T_ 9, 2 3 U)w ® BRAD YOUNG & ASSOCIATES, INC. ��), RAE �o 0 wo A ® STRUCTURAL ENGINEERING " w sin Q 1320 W.HERNDON AVE.SUITE 101 -rl FRESNO,CALIFORNIA 93n� EXPIRATION DATE: 6-30-2014 w o- QDPHONE,(559)222-9600 FAX:(559)222-9633 = I }� w <o 161 GA. CRC, 1. ALL BUTT WELDS SHALL BE COMPLETE PENETRATION WELDS. M IV Of HEADERS SUPPORTING EXTERIOR WALLS Es /EN �" , �,• , �,• 3/4" ROOF 2. ALL WELDING OF STRUCTURAL STEEL MEMBERS SHALL BE DONE BY CURRENTLY 4-' Cr LL L1_ SHEARWALL INFO. ES EN SEE PLAN FOR 1"x 1 1/2" 8' MAX. CERTIFIED WELDERS AND DONE IN CONFORMANCE WITH THE A.I.S.C. AND A.W.S. 01-1 - z OF HEADER # of ALL STUDS SHOWN ARE 18ga. / SHEARWALL INFO. WALL STUD END STIFFENER BOTH SIDES " W 0 w HEADER # TRIMMER # of - " SPECIFICATIONS. ALL WELDING SHALL BE ACCOMPLISHED USING THE SHIELD SPAN MEMBER W (IN) MEMBERS (DOUBLE MEMBER MIN. USE THICKER SECTIONS TO MATCH STUD 1/16 3/4 1 2 3/4 " >_ DEPTH IN sruDs & KING ( -- :....:.:...... ::.::.:.....:... ........: ..-.........-.--... ......- .::::. / USG 1 1/2 x 1 METAL ARC WELDING PROCESS (SMAW WITH E7-XX ELECTRODES OF THE z - :::::::::.: GAUGE o PUNCH < (� ( ) THICKNESS MIN. AT STACKED BOX STYLE :.:.:............ :................... 2 / o V) MIN. BEAMS) THICKNESS STUDS WHEN REQUIRED BY SHEARWALL O #8 SMS OUT LOCATIONS 3 4 - 1/2" x 16 GA. CLIP SUBMERGED ARC WELDING PROCESS (SAW) WITH E7X-EXXX ELECTRODES OR THE Q = STUD CQALLOUT) DOUBLE ROW OF ES/EN (USE TI HT SILL TRACK 3/4" ANGLE 1/4" LESS FLUX-CORED ARC WELDING PROCESS (FC AW WITH E71T-8 ELECTRODES (E70T-4 0 LENGTH THAN STUD W HYDROGEN ELECTRODES o TEST REQUIRED SPACING FROM ) �- �� STACKED ELECTRODES ALLOWED FOR SHOP WELDING ONLY LO WIDTH 4 8 SMS AND PARENT METALS SHALL BE PREHEATED IN w •v °0 10" ES /EN ADJACENT WALLS), TYP. METAL STUD ( ) # SHALL BE USED AND KEPT DRY, � BEAMS " AS SHOWN ACCORDANCE WITH AWS STANDARDS. NO WELDING PERMITTED ON MEMBERS ° 28' OR FULL •054 2 3 (2) .054 (3) .054 S #8 SMS E.S. I/2" x3" TITTI HD FLOOR OR TOP OF SUPPORTING LOADS. z MAX 20" FULLY SHEATHED z l 21 1/2" 0 x3" TITEN HD SOFMkgS BOTH SIDES " SGREY�lS ® 32 O.G. (MAX. S SCREW ATTACHM NTZING BOTH SIDES OF 3. WHERE THE CONTRACTOR REQUESTS WELDING TO BE USED IN LIEU OF BOLTEDLjj o SECTION SEE FOUNDATION PLAN ALL STUDS SHOWN ARE 18ga. SEE FOUNDATION PLAN ® 32" O.G. SPACING 1/16 3/4 SPACING) U.N.O. WITHIN " THE STUD PORTION CONNECTIONS SUCH WELDING SHALL BE DONE ONLY WITH THE ENGINEERS PRIOR o z u ES /EN FOR COLUMN INFO. (CENTER MIN. (USE THICKER SECTIONS FOR COLUMN INFO. (CENTER (MAX.( ) THE STRUCTURAL PLANS, 3 5/8" THRU 8 MEMBERS ) Co EC o U.N.O. WITHIN THE OF THE WALL APPROVAL. °o COLUMN IN THE WALL, WHEN REQUIRED BY SHEARWALL COLUMN IN THE WALL, STRUCTURAL PLANS, TYP. TMP' ' Lu p w w SEE PLAN FOR r TYP. U.N.O. STUD CQALLOUT) TYP. U.N.O. BRIDGING DETAIL H O.C. 4. HOLES PUNCHED OR DRILLED IN BEAMS SHALL BE AS FOLLOWS UNLESS NOTED ALL STEEL STUDS ARE DESIGNATED PER THE SSMA STANDARD FOR EXAMPLE: SHEARWALL INFO. WALL STUD TO (VERTICAL) MAX. REQUIRED IF OTHERWISE ON THE DRAWING: HOLES FOR BOLTS SHALL BE 1/16" LARGERTHAN AND < FOR A 6" HEADER W/ .043" MEMBER THICKNESS W/ "W" _ .162" SILL TRACK ATTACHMENT WELD ATTACHMENT THE NOMINAL DIAMETER OF THE BOLT WHERE CONNECTION IS OF SHEAR E, � ° W/ MEMBER STYLE S USE: 6005162-43 ENDWALL SHEARWALL W/ STEEL COLUMN STEEL COLUMN WITRHIN A SHEARWALL A.1 �„ A.2 �CONNEXION THERE IS NOT SHEATHING ES 3/16" LARGER WHERE CONNECTION IS OF BEARING TYPE ON CONCRETE OR • ,-Z MASONRY. Q p A B o- o REQUIRED BRIDGING: IF UNSHEATHED PORTION OF A WALL OF THE STUD FOR THE FULL 5. ALL STRUCTURAL STEEL AND MISCELLANEOUS STEEL SHALL RECEIVE ONE SHOP mCn v, rA PROVIDE 3 x18 go. (MIN.) CONT. STRAP Q " LENGTH OF THE STUD •E o _ _ COAT OF RED OXIDE OR ZINC CHROMATE OR APPROVED EQUAL BASE. �y ALL HORIZONTAL PANEL EDGES IS GREATER THAN 8 0 IN HEIGHT, ROWS AT 4 0 MAX. o _0 I w EDGE SCREWS B•1 (4) #12 SMS TO KING STUD EDGE SCREWS NOTE: SMS COMIECTION o 0 (SEE SCHEDULE FOR F METAL STUD 6. ALL STRUCTURAL & MISCELLANEOUS STEEL SHALL CONFORM TO THE FOLLOWING < J ry W TRACK (OF THE SAME GAGE AS MORE INFO., TYP.) MORE SEE SCHEDULE R EQ' ROTATE SHEATHING 90' FROM w CD WHAT IS SHOW WHEN USING ROOF STANDARDS. 0 SEE SCHEDULE FOR THE WALL STUDS) WEB TO WEB 1 16 EDGE SCREWS STEEL COLUMN ® THE END OF / (SEE SCHEDULE FOR 7/16" SHEATHING & THINNER. TYP. a) WIDE FLANGE MEMBERS (W, S, AND HP SHAPES) ARE TO BE ASTM A992 Q m GAGE & Fy " EQ_ (Fy=50ksi) IN ACCORDANCE WITH AISC. 3t w A SHEARWALL, WHERE / IF APPLICABLE 1/8 ._.... _.._. MORE INFO., TYP.) PLATE TYP. `�` -� 1/16 3 8 b) CHANNELS, ANGLES, TEES, AND MISCELLANEOUS AISC STEEL SHAPES ARE o p WEB OF Q "y "~- '"i�` t i " I 1"e`i i :E if METAL STUD BOTH SIDES TO BE ASTM A36. Fy=36 KSI MIN. UNO 0 SHEATHING SEE SCHEDULE FOR iI; ;,: ( `"- - TRACK '+ ... }'i II f '. ; t i TIr j; T� } " w_ " i ; :t: ;€ :QQ ;� i #8 SMS o 12 O.C. E.S. AT 1/4 PTS. 1 16 1 METAL STUD - :{t ? `;` l? # 'i%l 1 c:i'i `, :; :± t '1', ;: f%i'a° >��• TRACK " / c HIGH STRENGTH BOLTS: ASTM A325N 1 2" TO 1" DIAMETER o 0 m o I MORE INFO. 2 0 MIN. SHEATHING ; .�; :} ,; {`;�,' t;+ ,, ;?: Ott :tai= t i 00 ) / a� 3 I I ;t:, € ;E} I '''; i { I,: i I :i I:: I :':�; j, }} It :I I �I STAGGERED (6 O.C. TOTAL) " " ,i. : ,,;: / " }: i , }t'� 11 •• {.; { } E t{5:: lE,l}t: f + , ii; r ,ei, z DIMENSION EACH WAY, TYP. I ;,alt;<.;' i , I >. : ? t ;vs; INCLUSIVE FY-92 KSI. 1 1/8 TO 1 1/2 DIAMETER INCLUSIVE00 J .� t t;yl I i } ti;:$ tr c { : } j ?ii•!i i:,c? i Ec i' ^'{ t,,: 1, 3:; ,� :I I /, ,r '� :E Izl t I t{;ei I: I I. I I? }. : << I I{;; ; } I Ei°r{I � _ Q° o{ .► ; ' ' : t r r € E { : ,1 " METAL TRACK FY 81 KSI = . ' �i� EDGE SCREWS STAGGERED -" : i I �: i ; ; ;i{ i } <'<I?t •, ,{ i� ,'�: 4t� , t+ t t f 12 � 6 O.C. X 1 1/2 CRC, 16 GA. �. 0 Lu o o :1 , i l I : ; l: I` l 1. E - 1 li I' I$ 11 < V) DOUBLE STUD LOCATIONS I "! t <: } 1 I: € I 4`: j i i I � ' i � : ? :?'�3 .3 +;,� � � })•)# � 1 + : ?+: TA GERED c d ASTM A 307 BOLTS SHALL BE USED UNLESS OTHERWISE NOTED. •.� • � Z%? , , +; :FFi :$�i t :? , -,. 7 ,: f f .i f S G G ) O NOTCH FLANGES & , � .;� �� .;€€ � : `� ;. a�� , ,,; �.II: » s~ SEE SCHEDULE FOR ; •}:' i I ;- cn= ( I II ; ..:�:�; � � ��?: �I ';{:r: #� ;.,�;;. ;,E .;,r}i} I r :I 8 SMS ® 12 O.C. E.S. D RUN STUD WEB OUT }<<1 ;,,:.. i :; e STRUCTURAL PIPE SHALL CONFORM TO A.S.T.M. A-53 GRADE B F -35 KSI. MIN. o z W MORE INFO. TYP.) ? it.; r l : �.. rft ilk; 311 ' ;ISI ; °?;1J=1 FIsf : Ilii ; s° II?.; �tl:t = €II} 1€{ 1 ,. ) s u y �- AS SHOWN � JAMB �.�. _ FLOOR OR TOP OF FULLY SHEATHED _ o o STUDS @ 16 O.C. WALL WIDTH BOTH SIDES OF THE STUD METAL TRACK = • o ,t }ip;; :': F ( ( ) f STRUCTURAL TUBING SHALL CONFORM TO A.S.T.M. A-500 - I I STUDS , t'� ��! •tip,;.+ 1• ,? ft ``3 1 +:•:t •ti�i+� is ! ,,t ) °, - ;�' '' ;. x 20 a., U.N.O. PORTION OF THE WALL METAL TRACK _ o ' �c ; ' i4':' ' t}E € t !} ( ? €ly' d i S } i i ' �� 3 i�>i i a}t3 , .° g ) A G � '� GRADE "C" F 50 KSI. o +,? : I SIS fti I ;I ,t,t:l=1 , ',f i;, . ; o w ,f r t?:€ ; t r #E B I : :;# , 3 1 <' $s,3 , �i DOUBLE STUD W/ TRACK x 18ga. + •� o U W U- o I< _ ;;; } €t t i = f I }� i ? ?E ,; ; }i i< 1 8 SMs E.S. ANCHOR BOLTS: ASTM A307 TYPICAL. m �r cn< STAGGERED VERT. PLYWOOD I r I: :I I : s I ,I: ?ISE ? I ;II :}�;1I :I I± : ,I 'd LI : ;:l I ;I;1 :f; ;I .� BRIDGING DETAIL 8 O.C. # g) u i { i} € �:}:..: :; ;;€ ;,: iI i ;_ ii I HOLDOWN U.N.O. SINGLE STUD W/ FA w (6) #12 S.M.S. EACH : .? ; i ;} rte: i :,I: € i f €;.t 1 I i ';f :?.,,: .� .� a� z z JOINTS, TYP. ,F. #, €: E i+�: 1; ; ;r1 r € ; € i,t;,: r TRACK® LOCATIONS W OUT 1 16 3 4 h HEADED STUDS: ASTM A108. m �i ,f1: l I,,... I I . .3€ I, I I` / STUD / / ) :� o `nni 1 ; ;I :,:1 i 1 I t I I ° I ; . ,. . :I I .? {'ii , VERTICAL) MAX. REQUIRED IF o SIDE OF JAMB STUDS € ;; } t ? ( N € i i. i i { ` , •}i{ •Af° e i it S .i+,I •11?1? ! ; i ;s l � � o WEB OF 1 I+ i + ,; ;<< sl ?fl +'; I ; t{'f 13 i kh'I A HOEDOWN (U.N.O.) J +' CYN w o 0 0 0 „ 31,111, .l ; ; I l; I I ; }�<}Ift I 1, a STEEL COLUMN IN THE SHEARWALL, I { , : �:€ �) WELDING ELECTRODES: E70XX a •C N �, �, 0_j 1/4 FIELD SCREWS i1t { SEE PLAN FOR MORE INFO. THERE IS NOT SHEATHING ES Q TRACK �, } I I I :ii I I ; z a I I 31 x1' ;I I E�i;I I I f}'} I,I ,I WHERE IF APPLICABLE i'; ;; i'3 .;t.` !I 3 l € I I. �,� < ( (SEE SCHEDULE FOR { E . ,: ' ai. } ? ?;,,t, ? �? ? i,t{:; ; 1 € E.iii{ , l j) ALL PLATES, MISC. SHAPES, AND STRUCTURAL SHAPES (AISC, etc.) USED W n { ; !� ; i it I �ti} ;s3'; I ° ! �i€,�,,I;I I K {fll{ ; °I I;<°t _ (I 1 I ;I I i #:: 'I I €' I( �� OF THE STUD FOR THE FULL �- #12 S.M.S. ® 18 O.C. MORE INFO., TYP.) i r , } , ,,i,.,. ;Et i . "o.o. , ; } ; :1 ; ,}iftl, HOLDOWN AS PART OF A CONNECTION, DOUBLER PLATES, CONTINUITY PLATES, ETC. >- " f < 12 012 D.C. TYP. < E }> r f:E { ; f fl;'. € } : ' 1 ?si f : ; { I '}` o v MAX. & 6 FROM ENDS # I ; ;I : I , ;I , : i I; ; i E : I? r ; :} I ;;z }I I€? : 1 t. :I ; ; l;€ I €,; :I: t±l ? IN THESE PLANS SHALL BE MADE OF EQUAL MATERIAL MATERIAL z .o WIDTH Or WALL : '{; ._ € :,: ; ; ? : : };f " ; { i ; ; ; > t ; : : + : ; }t, : { : z : : € : E ; ; ; :;; ; , ?: ' TRACK LENGTH OF THE STUD MULTIPLE STUDS COLUMN U)z " TYP. T&B. o{ Ft:} , ; : ; i ; ; , : t 13 } :,: : ,f, ; ; '€ €j f= } 3 MULTIPLE STUDS COLUMN z TRACK OF THE IS a. SILL PLATE, U.N.O. II : {I ;. ? ;1 : },}1 ; r 'J 1 ? :I ;} : ; I; €,.:I ? > ;i ? {I(, t + : (€ ; r I I i ,I I; € I B.2 C.1 C.2 PROPERTIES, GRADE, YIELD STRENGTH, ETC.) AS THE MAIN STRUCTURAL ri 0 3 5/8 MIN. SAME GAGE AS 9 :` E{f,t{ € ' ;ii:{ 3 i <; r " ° ' ' WELDED CONVECTION �y�1/�/�� VVELDED COMECTIONLLJ {�€ € t ts+ ? ° E i i 4 } 1 1 € :3 i R f' 3 SI VV1�\ ? =11:<; SII ; II i =tjfllf: I ! '??I� } „}I.I!` II;€; I� { < I I ' i� ` I 11,ti',I# °II. MEMEBERS BEING CONNECTED, TYP. v SEE CHART FOR # OF I I I I ;33 },<,: € t I i �: t: 1 ?i< r I 1 .r, 1 } {t } €, c� THE STU ,' . j � i�: f E € _. �;, � � ; . + � ��' ;;r : :,<,i.Y ; � };;; ; ,: , ;;{t. € i , .i.. SHEARWALL HOEDOWN AS REQUIRED W z HEADER MEMBERS THERE #I ' 'I I . ;I i ' ` I ;1€I ' +; I ': ;# I, - I r'i; i I '=:'. € I ;I I ?. - I { {' 111 R f 6" 4" O.C. MIN. 24" O.C. 6" 6" 24" O.C. 24" O.C. 6" fi" 24" O.C. 7. LIGHT GAUGE COLD-FORMED STRUCTURAL STEEL SHALL CONFORM TO THE p- r Er i #..: s P 3 I:� { :.,i� � .: tI} i, a ; � .;;; � }� BY PLANS, SEE PLAN FOR ( -� -. MUST ALWAYS BEA I - :f. , IF�it i 1 ? i,llil € is€ ; t:.�: . ; } ;: : ; t �. o i i-; �::�- -�: ` y: ;-� "#�- 1 � =1•`•" �°_ ��#` SIZE & LOCATION 2 U.N.O. MIN. MIN. MIN. MIN. SPECIFICATIONS OF THE AISI - GENERAL - 04 AND AISi - NAS - 01 <w MEMBER ON EA SIDE I I ° a a U.N.O. U.N.O. U.N.O. U.N.O. w Q SEE PLAN FOR e 4 ° ° ° #8 EDGE SCREWS z FOOTING THICKNESS ° ° a ° ` ° < (AT END OF WALL OR (IF APPLICABLE) #8 EDGE S REWS #8 EDGE SCREWS 8. LIGHT GAUGE STRUCTURAL STEEL SHALL BE SHAPED AS SHOWN IN THE A.I.S.I. a 04 ° ° 0 4 END OF SILL DESIGN MANUAL, UNLESS SPECIFICALLY OTHERWISE CALLED FOR. w WITHIN THE WALL LENGTH . ........... .. ---..... . :. ......:------------ - ... ..>..> €- < SEE CHART FOR # OF I I I 16" O.C. 6" FROM THE END " + + 9. ALL ENDS OF EXPOSED STRUCTURAL SHAPES AND TUBE STEEL MEMBERS SHALL SINGLE TRIM + + + + + + _ + -�- h + + - HAVE 1/4" CAP PLATE WITH WELDS GRIND SMOOTH. CO w HEADER MEMBERS THERE STUD LOCATION TYP. U.N.O. TYP. ® ENDS w' 0 MUST ALWAYS BE A I w z MEMBER ON EA SIDE ( ( I I - 5/8" 0 x 5" TITEN HD ® 16" O.C., TYP. U.N.O. 8 SMS ® 12" O.C. 10. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL TEMPORARY SUPPORTS o° DOUBLE TRIM -, + #8 SMS ® 12 O.C. # REQUIRED FOR ERECTION. IF ERECTION BRACING IS REQUIRED IT IS TO BE Z I D LOCATION EDGE SCREWS MIN. TYP. MIN. TYP. I I (SEE SCHEDULE FOR + + PREPARED BY A LICENSED ENGINEER. o it MORE INFO., TYP.) - #8 SMS 0 12" O.C. o z TRACK OF THE � Y 11. ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LATEST 0 0° � I SAME GAGE AS MIN. TYP. REVISED EDITION OF THE AISC MANUAL OF STEEL CONSTRUCTION, WHICH INCLUDES I I THE STUDS NOTE: 6 o `' o THE SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS THE CODE OF STANDARD LIJ w o l I 1. A MINIMUM OF (3) SHOT PINS SHALL BE PLACED WITHIN ANY ONE PIECE OF SILL LENGTH. + z o Z PRACTICE AND THE AWS STRUCTURAL WELDING CODE. > a_ 0 SINGLE KIN VERTICAL PANEL JOINTS MAY LINE UP WHEN v " - : - w o U o 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 go. x 1 5/8 co Zo 1/2 x 4 TITEN HD, TYP. d' d' m a-� � FLANGE OR GREATER STUD. Z � + `V � + cv 12. GROUTING OF COLUMN BASE PLATES: BASE PLATES SHALL BE DRYPACKED OR J o �, o' I 3. SEE WOOD NOTES FOR MORE INFO. ON THE SHEATHING. d. m; GROUTED WITH 1 1/2 NON-SHRINK GROUT OR EQUAL. MINIMUM COMPRESSIVE J w z wow I I I I N STRENGTH SHALL BE 4000 PSI AT 28 DAYS. ALL SURFACES SHALL BE PROPERLY = w Q N 4. SEE STEEL NOTES FOR MORE INFO. ON THE STEEL STUDS & ATTACHMENTS. + CLEANED OF FOREIGN MATERIAL PRIOR TO THE GROUTING OPERATION. V W I I I I 5. SEE CONCRETE NOTES FOR MORE INFO. ON THE CONCRETE & ATTACHMENTS. o a- INTERSECTION OF 13. FULL PENETRATION WELDED CONNECTIONS (100%) AT MOMENT FRAMES, BRACED a Cn I INTERSECTION OF (UN)SHEATHED INTERSECTION OF SHEATHED FRAMES, AND ALL FULL PENETRATIONS FIELD WELDS SHALL HAVE ULTRASONIC 7::5 TRACK OF THE SAME I I I I WALLS AT CORNERS. AND UNSHEATHED WALL SHEATHED WALLS TESTING FOR COMPLIANCE WITH AISC 13th EDITION ULTRASONIC TESTING o w ( SHEATHING METAL STUD WALL (OR RCCF SIM.) ®.1 D.2 D.3 SHALL BE PERFORMED BY AN INDEPENDENT TESTING AGENCY THAT HAS = GAGE AS THE WALL co W I I I I BEEN INSPECTED BY THE NATIONAL STANDARDS. TESTING INSPECTIONS SHALL z w STUDS) WEB TO WEB `"fE �� NOTE: BE QUALIFIED BY ASNT BUREAU OF RECOMMENDED PRACTICE SNT-TC-A1. PROVIDE _i Z 7 #12 S.M.S. 0 18" O.C. I 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. CUT FLANGES OF TRACK AND BEND WEB. MAX. & 6" FROM ENDS I I I I METAL STUDS € TWO #12 SCREWS TO STUD. OR WELD PER SSMA STANDARDS " o v TYP. T&B. € 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 w I E STUD WEB.) - BETWEEN 2 STUDS OVER A COME IN CONTACT WITH THE PUBLIC. UNLESS WELDS ARE PERMITTED BY THE i Z BOX sECT�oN o� /� (4) #12 SMS FROM • ` € WIDTH W PROJECT ARCHITECT. � ( ) BEARING SHEARWALLS MST27 STRAP W/ #10 SMS v SHEATHING TO BLOCK, TYP. ! �'I' 'I' HOLE O Y ® / z o I BRIDC-7I LOCATIONS & CENTERED ON ONE STUD 0 SHEARWALLS IF APPLICABLE I 15. NO HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL BE ALLOWED THRU Ld #12 S.M.S. ® 18" O.C. I I I I WALL COVERING GYP. - NON-BEARING / SHEARWALLS, TYP. TRACK. SEE PLAN - _ STRUCTURAL STEEL MEMBERS. BOLT HOLES SHALL CONFORM TO AISC SPECIFICATION, o Li_ ( € 2 (MIN.) x 18 GA. (MIN.) STRAP (COILED m MAX. & 6 FROM ENDS I BOARD OR PLYWOOD) € STRAPS ARE NOT ALLOWED. THE STRAP AND SHALL BE STANDARD HOLES UNLESS OTHERWISE NOTED. NO CUTTINGLu <0 TYP. T&B. I I I I MIN. FASTENING IS #12 SMS ? € _._...... _.____ ___. _ 012 O.C., U.N.O. € MUST BE STRAIGHT & BEND FREE.) ^ __.__. + + OR BURNING OF STRUCTURAL STEEL WILL BE PERMITTED WITHOUT PRIOR CONSENT z z - 4OF THIS ENGINEER. o Oa I � � w w z w cn 8EC110N - Q WALL STUD 2nd STUD IS REQUIRED 16. HIGH STRENGTH BOLTS WHERE INDICATED IN THE PLANS OR DETAILED SHALL w �- WALL COVERING (GYP. BOARD = � D� _ OR PLYWOOD �- Q 2nd STUD IS REQUIRED ® SPLICES BEARING / CONFORM TO A.S.T.M. A325 OR A490, AND BE PROVIDED WITH HARDENED WASHERS m 0 O � ) _ SPLICE MUST OCCUR CENTERED o'< o_ w N I I SPLICES ® BEARING / BETWEEN 2 STUDS OVER A SHEARWALLS TYP. CONFORMING TO A.S.T.M. F436. SLIP-CRITICAL TYPE BOLTS (A325-SC OR A490-SC w (D 0 0- w (4) #12 SMS FROM C ) I LL_ D SHEATHING TO BLOCK, TYP. " SHEARWALLS, TYP. z STUD TO TRACK #12 sMs 012 o.c., TYP. BEARING / SHEARWALLS MST27 STRAP W/ #10 SMS 0 SHALL BE TWIST-OFF-TYPE TENSION-CONTROL BOLT ASSEMBLY. AT CONTRACTORS Q w - 1-3 1/ I WALL STUD & CENTERED ON ONE STUD 0 SHEARWALLS IF APPLICABLE OPTION, THE COMBINATION OF HIGH STRENGTH BOLTS AND DIRECT TENSION LOAD o : :.:,.:,.:.::„ ' :: :::..:::. :„ ;: ., ,:::',::;: N NON-BEARING / SHEARWALLS, TYP. INDICATING WASHERS CONFORMING TO ASTM F-959 ARE ACCEPTABLE SUBSTITUTIONS. J 0- 00 �- _._ �� CONTACT SURFACES SHALL BE CLEAN MILL SCALE OR CLASS A QUALIFIED COATINGS. _ w J I METAL STUDS �j 0 D TYPICAL TRACK SPLICE ELEVATION TYPICAL TRACK SPLICE PLAN 17. ALL SHOP AND FIELD BOLTED CONNECTIONS SHALL BE IN ACCORDANCE WITH z GC o ( I ( I E 1 E.2 ASTM A-307 USING UNFINISHED AMERICAN STANDARD REGULAR BOLTS, UNLESS o o w I BEAFM/ShEARWALL BEARING/SHEARWALL �/ OTHERWISE NOTED. z z U I I I I PIECE OF TRACK OR STUD BLOCKING SPLICE IN STRAP (WHERE REQ'D.) • w � I SAME GAUGE AS STUDS. BLOCKING 12 8' O.C. WHEN SHEATHING WHERE APPLICABLE _ 0 AT EACH END OF WALLS, ADJACENT RUN STRAP CONTINUOUS BETWEEN $, 18. WHERE STEEL MEMBERS BEAR IN CONCRETE OR MASONRY WALLS, OPENINGS SHALL � j w TO OPENINGS, AND 8'-0" O.C. BLOCKING PIECES - ONE #12 SMS BRIDGING IS REQUIRED) MAX. BETWEEN TO EACH STUD FLANGE AND FOUR BE DRY-PACKED AFTER STEEL IS IN PLACE. � C� o w 11 I I KING STUDS MUST WALL STUD " W RUN FULL HEIGHT OF �I TO EACH BLOCKING PIECE SECTION ELEVATION WALL STUD ;. (3) #12 SMS t�16" O.C. TYP. (1) #12 SMS 04 O.C., TYP. 19. PROVIDE SHOP DRAWINGS INDICATING SIZES, SPACING AND LOCATION OF JOISTS, C13 I } THE WALL ES CENTER OF BLOCK�" GIRDERS, CONNECTIONS, BRIDGING, REINFORCING, ANCHORAGES, CAMBERS, AND - o Q I I I I SHEATHING TO KING ( PLAN VSEW PROP RT1ES - C STUDS LOADS. INDICATE WELDING CONNECTIONS USING STANDARD AWS WELDING SYMBOLS. � r w m STUDS WHERE PHYSICAL STRUCTURAL E INDICATE NET WELD LENGTHS. INDICATE RECOMMENDED PROCEDURES FOR JOIST m co � I I I I APPLICABLE (SEE HEADER Mi SECTION SEATS WITH UNSUFFICENT BEARING. °o CHART ABOVE FOR NOTE: CAL OUT PLAN SIZE DEPTHMEM "d" w KSI GAGE 20.SMS ABBREVIATION AND OR TEK SCREW CALL OUT IS GENERICALLY USED IN o a TRACK (OF THE SAME MORE INFO.) THIS DETAIL REQUIRED WHERE WALL COVERING (GYP. BOARD, DENSGLASS OR PLYWOOD) (PER SSMA) THESE PLANS AND REFERS TO HILTI KWIK - PRO SELF DRILLING SCREWS. THE < Q W v GAGE AS THE WALL I I DOES NOT OCCURE ON BOTH SIDES OF THE STUDS ON A STRUCTURAL " " BEARING/SHEARWALL ON WALLS WITH WALL COVERING ON BOTH SIDES THERE MUST BE 3 5/8 x2Oga. 3625137-33 3 5/8 1 3/8 33 20 CONTRACTOR MUST SELECT THE MANUFACTURE RECOMMENDED TIP BASED ON w STUDS) WEB TO WEB HORIZONTLA STUD HORIZONTLA STUD � I I ( A MIN. ATTACHMENT TO THE STUDS OF #12 SCREWS o 12" O.C. BRIDGING OR 3 5/8"x18ga. 3625137-43 3 5/8" 1 3/8" 33 18 MATERIAL THICKNESS. HWH HEAD STYLE IS REQUIRED. Z TRIMMER STUDS SEE < SEE CHART FOR (MIN.) BLOCKING W/ A STRAP MUST OCCUR o 12' O.C. (VERTICAL) SEE BRIDGING DETAIL FOR 3 5 8"x16 a 362S137-54 3 5 8" 1 3 8" 50 16 TRACK OR STUD TRACK OR STUD � JOIST DEPTH & CHART ABOVE FOR MORE INFO. SEE TYPICAL METAL STUD WALL FRAMING DETAIL FOR BRIDGING / g ' / / THICKNESS, TYP. 0 MORE INFO.) REQUIREMENTS ® NON-BEARING / SHEARWALLS DETAILED WITHIN THE STRUCTURAL 6N20ga. 60OS162-33 6" 1 5/8" 33 20 TYP. STUD/TRACK CONNECTION TO A TYP. STUD/TRACK CONNECTION TO A STEEL NOTES PERPENDICULAR WALL PERPENDICULAR WALL < .,� E i , _ �,� m ALL 4 MEMBERS PLANS 6"x18ga. 6005162-43 6" 1 5/8" 33 18 N I J z z 0 HEA®ER C®N � N 6"x16ga. 600S200-54 6" 2" 50 16 F.� F.2 METAL STUDWALL w 1 - 6"x14ga. 60OS200-68 6" 2" 50 14 UNLESS LARGER SIZES ARE SHOWN, THE MINIMUM SIZE OF FILLET WELDS SHALL w (!)� 7 p - p p BE SHOWN IN THE TABLE J2.4 MINIMUM WELD SIZE IS DEPENDENT UPON THE w ERE A ABLE STALE 8 � S(::s��:s,, s x12ga. soos2oo 97 s 2 50 12 THICKER OF TWO PARTS JOINED EXCEPT THAT THE WELD SIZE NEED NOT EXCEED � SECTION „ " 8"x2oga. 8005162-33 8" 1 5/8" 33 20 THE THICKNESS OF THE THINNER PARTS, FOR THIS EXCEPTION, PARTICULAR CARE 0 w 1. CONCRETE MASONRY UNITS SHALL BE TYPE N AS SET FORTH IN A.S.T.M. SPEC 8"x18ga. 800S162-43 8" 1 5/8" 50 1s SHALL BE TAKEN TO PROVIDE SUFFICIENT PREHEAT FOR SOUNDNESS OF THE WELD. m (n� cc`'/� /� NO. C90, F'm=1500 P.S.I. MINIMUM, TYPE 1, MOISTURE CONTROLLED. <w ELEVATION/''1TI®N AT L>�/'"'►MB STUDS SEE PLAN FOR ADDITIONAL REQUIRMENTS (IF APPLICABLE) 8"x16ga. 8009200-54 8" 2" 50 16 WELD SIZES LARGER THAN THE THINNER PART JOINED ARE PERMITTED IF REQUIRED CL BY CALCULATED STRENGTH. IN THE AS-WELD CONDITION, THE DISTANCE BETWEEN w 2. MORTAR SHALL BE TYPE "S" WITH A MINIMUM COMPRESSIVE STRENGTH OF 1800 10"x18ga. 10005162-43 10" 1 5/8" 50 18 H"� THE EDGE OF THE BASE METAL AND THE TOE OF THE WELD MAY BE LESS THAN x c�w P.S.I. AT 28 DAYS. THE MORTOR STRENGTH MUST ALSO BE 500 PSI GREATER 1 ON16ga. 10005200-54 10" 2" 50 1 s 1/16" (IN) PROVIDE THE WELD SIZE CLEARLY VERIFIABLE. w D THAN THE F'm OF THE CMU IT IS PART OF, TYP. 00 <3x3x16ga. x STUD 3. GROUT SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 2000 P.S.I. AT 28 DAYS. 12"x16ga. 12oos2o0-54 12" 2" 50 16 NOTE: ALL rRAMIN6 15 O w `` 41'� 1 WIDTH CLIPS W 2 12 THE GROUT STRENGTH MUST ALSO BE 500 PSI GREATER THAN THE F'm OF THE C�A6E REGUIRED TABLE J2.4 Y z / O # #8 5M5 ®12 O.G. €----- _._ _.___W_.wSMS 0 2" O.C. ALONG THE CMU IT IS PART OF, TYP. NOTE: BY THE PLANS0_1 w _ m THE STUD WIDTH (4 MIN.), I I I I 4. HORIZONTAL REINFORCING SHALL BE LAID IN BOND BEAM UNITS AND SECURELY 1. ALL STUDS REQUIRED BY THE STRUCTURAL PLANS MUST BE MANUFACTURED . __��_� � . € AISC MINIMUM OF FILLET WELDS Q o< TYP. WIRED TO THE VERTICAL REINFORCING. IN ACCORDANCE TO THE STEEL STUD MANUFACTURES ASSOCIATION (SSMA) w w 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 H.2 Cr STEEL STUD MATERIAL THICKNESS OF THICKER MINIMUM SIZE OF FILLET z Cr� END UNITS BEFORE BLOCK WORK BEGINS AND SHALL BE HELD IN POSITION AT TOP ABOVE TABLE. ALL STUDS SPECIFIED IN THE STRUCTURAL PLANS ARE PROPERTIES AS L15TED DEPTH REGUIRED BY THESE PART JOINED IN WELD IN a w U-i (2) SIMPSON 1/2" x3" AND BOTTOM AND AT INTERVALS NOT EXCEEDING 192 BAR DIAMETERS. STRUCTURAL STUDS PER SSMA. IN THE "STEEL STUD PLANS ( ) * ( ) o o TITEN HD SCREWS PER SIDE 6. ALL CELLS SHALL BE GROUTED SOLID. 2. THIS TABLE IS FOR STUDS CALLED OUT WITHIN THE STRUCTURAL PLANS REGUIREMENTS" DETTAIPL: WINDOW SILL FRAMING TO 1/4 INCLUSIVE 1/8 C) z w� 7. LAP HORIZONTAL AND VERTICAL REINFORCING BAR 48 DIAMETERS AT SPLICES. BY THEIR DEPTH & GAGE. WHEN STUDS ARE CALLOUT WITHIN THE / / V) o } 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 p z 1. SEE ARCHIL. PLANS FOR NON BEARING WALL FRAMING SPACING AS THE VERTICAL MASONRY REINFORCING. " SPAN HEADER MEMBER W IN # STEEL TRACK CAGE SIZE DEPTH IN ( ) MEMBERS (DOUBLE MEMBER OVER 1/4 TO 1/2 3/16 m <0 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 #8 SMS X12" O.G. ( ) THICKNESS MIN. AT STACKED BOX STYLE 0 STEELTYP. MUST MATCH (� MIN. o w N < IT IS PLACED. WIDTHS ARE Fy = 33 KSI MINIMUM. BEAMS) z r DOUBLE ROW (STAGGERED) OF EDGE FASTENERS, TYP. THE STEEL. STUDS IN THE OVER 1/2 TO 3/4 1/4 a o J 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 BY SOX BEAM, T1'P. STACKED J o z m 7YP. /� 11. GROUTING OF BEAMS OVER OPENINGS SHALL BE DONE IN CONTINUOUS OPERATION THICKNESS ARE Fy = 33 KSI MINIMUM. THESE PLANS 0'_6, 60RBEAMIS .033" 1.62" 2 SOVER 3/4 5/16N8 HEADER SIZE A D SUPP®RT WITH A MINIMUM 12 SEAT AT EACH END UNLESS PLACED IN TOTAL WITH WALL12"GROUTING. w Q ATSTAvcTURaI ,�. U. PLA N S SD { sTEEL STUDREOUIREMENTS SECTION *LEG DIMENSION OF FILLET WELDS. SINGLE - PASS WELDS MUST BE USED. a � 12. USE 2-#5 HORIZONTAL BARS AT TOP AND BOTTOM OF ALL LINTEL BEAMS EXCEPT6 AS SHOWN OTHERWISE. > 6' 12 .043" 1.62" 2 S m z ALL STEEL STUDS IN THE STRUCTURAL PLANS MUST MEET OR EXCEED THE ABOVE REQUIREMENTS: y N�ry J 13. PROVIDE 2-#5 VERTICAL BARS AT ALL CORNERS AND WALL ENDS. TYP. BOX HEADER TYP. WINDOW SILL TRACK AND BOX W/ SCHEDULE FILLETWELDS _ m < 14. ALL WALL OPENINGS SHALL BE SHORED FOR A MINIMUM OF 28 DAYS UNLESS `� � ©Z NOTED OTHERWISE. G H `1 tis'`�? m w Lu cn w ry 15. ALL REINFORCING STEEL SHALL BE GRADE 60 < -' Q a z z w 16. TYPICAL WALL REINFORCING SHALL BE #4 AT 24 O.C. EACH WAY, EXCEPT AS UNO IN PLANS 1/a 1-3WASHERSCHEDULE w Q m �3: w cn � N M w SHOWN OTHERWISE. o a o a o o� 17. GROUT PLACEMENT SHALL CONFORM TO THE REQUIREMENTS OF THE ACI BOLT STEEL PLATE MALLEABLE IRON STANDARD STEEL = W W w � � 530.1-05 + - + �-' SIZE „ SQUARE ,ROUND CIRCULAR„ N Z Cn z z � Z w `0 Z 18. MATERIAL: CO Co C W + + 1/2"0 2 x 1/4" 2 1/2 x 1/4" 1 1/16" x 7/64 o z Z a z o 0 a) MOTAR SHALL CONFORM TO ASTM C 270. AND GROUT SHALL CONFORM �- - - W - W J ,� cr_r 5/80 2 1/2" x 1/4 2 3/4" x 5/16 1 5/16 x 9/64" o U v v 0- m 0 m o w< TO ASTM C 476 �m b) WATER USED IN MIXING MORTAR OR GROUT SHALL BE CLEAN AND FREE FROM 3/40 3" x 5/16" 3" x 3/8" 1 15/32" x 5/32" Q 00 INJURIOUS AMOUNTS OF OILS. ACIDS. ALKALIS, SALT, ORGANIC MATERIALS OR ,t " ,t It p z OTHER SUBSTANCES THAT MAY BE DELETERIOUS TO MASONRY OR 7/80 3 1/2" x 5/8 3 1/2 x 7/16 1 3/4 x 11/64 �Lu-0 REINFORCEMENT NONPOTABLE WATER SHALL NOT BE USED. W N N N N N N N N 1"0 3 3/4" x 7/16" 4" x 1/2 2" x 11/64" n '- v 19• ADDITIVES AND ADMIXTURES TO MORTAR OR GROUT SHALL NOT BE USED UNLESS TYP. SITU® TO STUD CONNECTIONS W/ SCREW TYP. STUD TO STUD CONNEC110NS W/ n „ „ " O o ° �' N ° o N a z APPROVED BY THE ENGINEER OR RECORD. 1 1/8 4 x 7/16 4 1/2 x 9/16 2 1/4 x 3/16 a_ * LOCO co ,: ao vi J.1 J.2 a- 0 0 0 0 0 0 0 cn w 20• PRIOR TO GROUTING. THE GROUT SPACE SHALL BE CLEAN SO THAT ALL SPACES TO OPTIONS WELD ®PTION 1 1/2"0 4 1/4" x 1/2" 5" x 5/8" 3" x 3/16" _ z BE FILLED WITH GROUT DO NOT CONTAIN MORTAR PROJECTIONS GREATER THAN 1/2- ~ � N w MORTAR DROPPINGS OR OTHER FOREIGN MATERIAL GROUT SHALL BE PLACED SO o THAT ALL CELLS SHALL BE FILLED SOLID. APPLICABILITY NOTE= SCHEDULE Q o' < 21. A PERFORATED DRAIN PIPE SHOULD BE PLACED AT THE BASE OF ALL THIS DETAIL ONLY APPLIES TO METAL STUD z PA/PM: C w RETAINING WALLS SO THAT HYDROSTATIC PRESSURE CANNOT FORM BEHIND o Z THE WALL. FRAMING SPECIFIED IN THE STRUCTURAL < DRAWN BY: PH 0 22. ALL ETC.)MORDNRY PLACED WHERE STANDINGCTLY WATERGWIILLTBEOIL PRESENTH FOR MORE THAN ONE PLANS. SEE ARC!H'L• PLANS FOR TYPICAL �,��'�P `' BYA JOB NO.: 12109 <� DAY T A TIME, SHALL BE WATERPROOFED ON EA. FACE WITH THE ABOVE \�� GIN - w EXPOSURE INCLUDING ALL JOINTS W/ ADJOINING STRUCTURES (FOOTINGS, METAL STUD FRAMING INFO. REQUIRED BY w �, 7127k Q w WALLS, ETC.). THE CONTRACTOR IS RESPONSIBLE FOR USING AN INDUSTRY THEIR PLANS (OR ANY OTHER TRADES), TYP. z SHEET z APPROVED METHOD FOR THE ABOVE WATERPROOFING. o oN 0 Cn O� Cn< MASONRY 9GENERAL ®TESMETAL _ APPLICABILiTY CBCI _ 9, Z 4 STUD SEE NOTE ABOVE BRAD YOUNG & ASSOCIATES INC. o QwE3 :?`" >;3f, ® STRUCTURAL ENGINEERING `FYRAE y S1m3 W cn STUD WALLS `� I 0 a 1320 W.HERNDON AVE.SUITE 101 w FRESNO,CALIFORNIA 93711 EXPIRATION DATE: 6-30-2014 w J PHONE:(559)222-9600 FAX:(559)222-9633 = J <0 }vi z z <0 cr_0BEAM 0 0 'A' DIM. 0 OF BOLTS PLATE FLANGED NEOPRENE U_ MFHSRC,DOUBLE ANGLIEES1 O:f -lls 4db OR CONTROL JOINT CONT. [n z NOMINAL DEPTH = 2" A= D D 191 1 (ONE ROW) Pi e- 2 1/2 / VERTICALLY SET INTO PLATE NOMINAL DEPTH = 2 1/2" A= 1 1/4" 1 (ONE ROW) Pi CMU REBAR CMU 0 SASH BLOCK UNIT OR go R CUT 5/8 x5/8" SLOT < 0 NOMINAL DEPTH = 3" A= 1 1/2" 1 (ONE ROW) Pi 0- CENTERED BACKER ROD EA. SIDE CONT. SEALANT AND NOMINAL DEPTH = 3 1/2@@ A= 1 3/4- 1 (ONE ROW) Pi 0 NOMINAL DEPTH = 4" A= 2" 1 (ONE ROW) Pi A 0 -it I (SHOWN @ 16" O.C.) 0 w NOMINAL DEPTH = 4 1 f211 A= 2 1/4- 1 (ONE ROW) Pi ............. D MIN. TOLERANCE SEE �E z NOMINAL DEPTH = 5" A= 2 1/2" 2 (ONE ROW) PiD MIN. of� M TABLE BELOW V NOMINAL DEPTH = 6" A= 311 D=1 1/8" MIN. 2 ONE ROW) Pi N M E M ALTERNATING 0 EACH zu NOMINAL DEPTH = 7" A= 3 1/2" 2 (ONE ROW) Pi x/1 - _=� ,v- 0 Q M 51 D E 0 THE WALL d DISTANCE SPECIFIED �vxx x V)< NOMINAL DEPTH = Boo A= 491 2 (ONE ROW) Pi to x -0 (SHOW O.C. 1- -IS -0 ___w SPACING ALTERNATE Lj_j bj NOMINAL DEPTH = 9" A= 4 1/2" 3 (ONE ROW) Pi M ALTERNATING E.S.) SINGLE CURTAIN 42 a N A STOP HORIZ. BARS Mi I I TOLERANCE 2" NOMINAL DEPTH 10" A= 5" 3 (ONE ROW) P1 0 EACH SIDE OF JOINT z LL_ WF BEAM D MIN. M BEAM WALL <0 4d102 SNOMINAL DEPTH 12" A= 691 3 (ONE ROW) Pi M 2 / " ow NOMINAL DEPTH 13" A= 6 1/2" 4 (ONE ROW) Pi (WHERE APPLICABLE) @ EDGES OF THE WALL - SINGLE CURTAIN DOUBLE CURTAIN Y MIN. ] ! O z so M A __Sk *___ --M (SHOWN @ 8- O.C. E.S.) -H 0 NOMINAL DEPTH 14" A= 7 4 (ONE ROW) P2 co w (n W D MIN. LLJ NOMINAL DEPTH 15" A= 7 1/2- 4 (ONE ROW) P2 0 4.............. WF BEAM DISTANCE, d FROM FACE OF ALLOWABLE -0 NOMINAL DEPTH 16" A= 811 4 (ONE ROW) P2 Uj LLI NOTES: W CMU NOMIMAL CMU ACTUAL d 0_1 CMU TO THE CENTER OF TOLERANCE __j 10 Ln _M V) :;w < REINFORCING NOMINAL DEPTH 18" A= 9'1 5 (ONE ROW) P2 BOLTS-SEE i 1 SEE PLANS FOR LOCATION OF JOINTS. THICKNESS THICKNESS, t (inches) 0 CONNECTION LIJ 2. HORIZ. REINF. AT ROOF LINES (CHORD BAR) & AT TOP OF WALL SHALL BE NOMINAL DEPTH = 21" A= 10 1/2" 6 (ONE ROW) P2 (inches) (inches) _0 _j d < 8 1/2 0 SCHEDULE P4 0 CONT. ACROSS JOINT. NOMINAL DEPTH = 24" A= 12" 7 (ONE ROW) < >-E - 8 7 5/8 5.25 Vs ca 0- NK Boo < d < 24 0 NOMINAL DEPTH = 27" A= 13 1/2" 8 (ONE ROW) P4 W + 1/8 W + 1/8- wo DETAIL 10 8 5/8 7.25 0 w NOMINAL DEPTH = 30" A= 15" 8 (ONE ROW) P5 A d < 24 1 1/4" V)�_ N.T.S. I DOUBLE CURTAIN Uj D NOMINAL DEPTH = 33" A= 16 1/2" 8 (ONE ROW) P6 12 11 5/8 9.00 U Q CMU WALL CONTROL JOINT F-- w u TABLE 0 M NOMINAL DEPTH = 36" A= 18" 9 ONE ROW) P6 16 15 5/8 13.00 NO SCALE kAD0015, _j -- 0 0 w :p DIMENSIOWINATERM, TION OF REINFORCING 40 DIA's 40 DIA's 20 DIA'S 0 5 .1 � 'E cn:c C 1.5 x BOLT DIAMETER +1/4", 0 z A SEE SCHEDULE ABOVE PLACEMENT OF VERTICAL BARS PLACEMENT TOLERANCES OF STEEL 12" MIN. A AT CMU WALL OPENtM NO SCALE 0 F_ MIN = 1 3/4" (ie C=1 3/4" FOR 1 0 BOLT) 3x BOLT DIAMETER, MIN. So EMBEDMENT CO3 ICU 0 Cf B 91 D 1.5 x BOLT DIAMETER, MIN. 1 1/2" U.N.O. AT 1 AND 2 BEAM CONNECTIONS .14 9� 0� 01-- (ie B=3" FOR 1 0 BOLT) rl '6t�4= CMU REBAR BOLT EMBEDMENT SCHEDULE LENGTH Cn 5 0 N.T.S. I M f.4 6 bo < C) of LLJ Z z CL BOLT DIAMETER EMBEDMENT co w PLATE THICK. WELD CROSS 0 CENTERLINE CMU CONCRETE CENTER REINF. N BOLT SIZE AND TYPE 0 - 4_�o " I r_4 a-, > U 91 of MASONRY IN WALL tt w Pi 3/8- 3/4-0 A325N 1/4- 1/2 4 0 < 0 0_j 0 UNIT Z< CL 25 <D P2 3/8- 7/8-0 A325N 1/4- 0 0 2 V) w M of 5/8 4 C, 00 z Cq lq�5; P3 3/8" 1"0 A325N 5/16 Id () " < au of 1 OR d MIN. @ EDGES OF THE WALL 3/4 5!-' R) ry P4 1/2- 1 0 A325N 5/16 -75" 0 2�0 < vi z (2 BARS SHOWN ® 8 O.C.) 0 of a- z< 3/8- BENT PLATE 3/4 5 P5 1 5/8- 1 1/8"0 A325N 313- 0 SINGLE CURTAIN Lj _j 0 _j A o Z P6 3/4" 1 1/4"0 A125N 3/8" j 1 5 C, < W F 1/4" MIN. vi OPTION 0 0 C) oo 40 DIA's 40 DIA's I w NOTES: (1/2" MIN. FOR < CL COARSE GROUT) 0 4 DIA'sl, 20 DIA'S < Lj< u 1. SEE STEEL NOTES FOR MORE INFO. KNIFE PLATE CROSSES 0 THE BENT BAR ANCHOR BOLT ANCHOR BOLT 12" MIN.' Lj 0 2. SEE PLAN FOR STEEL GIRDER & BEAM SIZES. - ------- CENTERLINE OF COLUMN SHALL HAVE A HOOK WITH 0 & REINFORCEMENT 90" BEND WITH AN INSIDE U5_ < 3. COPE STEEL AS SHOWN FOR INSTALLATION @ CONNECTIONS. CD CL SEE PLANS Cn 4. COPE BOTTOM FLANGE WHERE NECESSARY FOR SHEAR PLATE INSTALLATION U DIA. OF 3 BOLT DIA's., M PLUS AN EXTENSION LAA L 0 5. AT SKEWED CONNECTION, USE SAME SCHEDULE, SKEWED SHEAR PLATE TO 0 HOOK ANCHOR BOLT I w OF 1 1/2 BOLT DIA's. (7D X vj LLJ z MATCH BEAM ALLIGNMENT COPE BEAM FLANGES TO MATCH SKEW. Sim. 1 MIN. ON WALL REBAR. IF < Z100 0 00 PLACEMENT CLEARANCE OF STEEL WALL REBAR IS NOT Z>_ CENTERED 0 PRESENT USE A #4x (SHOWN @ 8" O.C.) 48" PIECE OF REBAR _j ry z CONNECTION SCHEDULE CENTERED ON THE SOLID GROUT 0 C-4 ow 12 TYP. ANCHOR BOLT N T__ 0 C:f ................... u > ANCHOR BOLTS CAST IN CMU LU 0 COLUMN WALL THICKNESS co ry OR 3/8" WHICHEVER IS LESS ALL SPLICES OF REINFORCEMENT SHALL BE 48" DIAMETER LONG DOUBLE CURTAIN a-3: & 62 BAR DIAMETER LONG WHEN BAR. SPACING IS 3" OR LESS. B T&B OF> _j n Ln < w Z THEBENT PLATE PLACEMENT OF HORIZONTAL BARS ANCHOR MINUMUM EDGE OF CMU V) 0 REINFORCEMENT 0-otf IN DIAMETER EMBEDMENT U.N.O. REINFORCING LAPS AT CMU < Ln 3/8" PLATE to so 2 w Z WALL IfEFSECT101V NO SCALE I MD004 1/2 4 1/4 T_ P LAP SPLICE IN BAR EMBEDMENT LENGTH 1/4 (MIN.) 1/4" CLR. CMU 1001 'RS 5/8- 5 DOUBLE BLOCKING 0 DIAMETERS r Lf) Cf) 3/4- 6 3/4" WHEN OPENING IS w GREATER THAN TWO Z 3/4" MIN. BENEATH 7/8- 7 3/4" JOIST SPACING. 0 ............... ............................. TOP OF MASONRY REINFORCEMENT SPLICES ALL HOLES MUST BE C) is Li-i F 9 _j w UNIT. BLOWN AND BRUSHED BLOCKING SAME < z _j ADHESIVE ANCHORS SHALL BECLEAN 0 rA-1 rm A STUDS OR JOISTS. (n Z Sim. SIMPSON SET EPDXY-TIE ADHESIVE SYSTEMS IN CONFORMANCE WITH _ _L J_ z > 3/8" PLATE SEE "STANDARD HOOK DETAILS" IN THE CONCRETE ICC ESR-1772 0 Uj z U GENERAL NOTES FOR TYP. INFO. U < F • `-SIMPSON LsTA 15 @ ALL 2f CIO z Of AT 3 OR 4 BEAM CONNECTIONS ADHESIVE ANCHOR DRILLED IN CMU o u (4) CORNERS. 0 a- N.T.S. 0 W z w STUD OR JOIST, DOUBLE JOIST bi U) A g0olk STANDARD HOOK DETAILS WHEN OPENING IS GREATER THAN a O WF BEAMS TO TZ03% COLUMN CONN. 1 1/2- MIN. EXTERIOR 3/4- MIN. INTERIOR JOIST SPACING. a_ ly- # Q0 lu CLEARANCE; USE 2" WHEN CLEARANCE CMU WALL DOWEL < LL. SCALE SDO,50 L I I- J z DffrAL2 EXPOSED TO EARTH 6 JLj- PLYWOOD OR w NO SCALE MID000,2 DIAGONAL __j _j 0- 0 SHEATHING < U) 0 _j w SEE CHART -WELDS 0\ w _j cn END & INT. BEARING"/_�3/4�0 SEE CHART 'WELDS 0 o SIDE BEARING" Ej INTERIOR METAL STUD PARTITIONS (n = PERIMETER z 03: DECKING Z NAILING AS PER 0 z MAXIMUM HEIGHT FOR METAL STUDS WITH uo- E.N. ON DRAWINGS z < DEFLECTION LIMIT L/240 - NON- BEARING Ljj < w 0 240 OC SPACING (D BLOCKING ARC.)UND OPENING0 :�f > 3 Ld LLJ TION HEIGHT BY ROOF OR WALL WDOO W 6 z FRAMING LU< COVER OVER REINFORCING CONCRETE MASONR UNITS SHALL BE TYPE "N" AS SET FORTH IN A.S.T.M. SPEC TRANSVERSE SUPPORT PARALLEL SUPPORTC 3 518 20 362S125-33 14 -0" NO. C90, F'm=1500 P.S.I. MINIMUM, TYPE 1, MOISTURE CONTROLLED. n co Of FIELD AND PERIMETER WELDING SEE PLAN FOR ADDITIONAL REQUIRMENTS (IF APPLICABLE) '-J" 0 2. MORTAR SHALL BE TYPE "So' WITH A MINIMUM COMPRESSIVE STRENGTH OF 1800 U w _j P.S.I. AT 28 DAYS. THE MORTOR STRENGTH MUST ALSO BE 500 PSI GREATER < < SEE CHART n CONNECTION 0 C) Ld 0 a 3 510 16 362S125-54 16'-J" => o_j SIDE SEAM THAN THE F'm OF THE CMU IT IS PART OF, TYP. Ld CMU REINFORCEMENT 3 5/8 14 J62S125-68 1 7J-5 of 3. GROUT SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 2000 P.S.I. AT 28 DAYS. cf-, Z NOTES: 8 < < 1. ALL WELDS SHOWN ARE NET EFFECTIVE WELDS. VIN002 15'-1 of THE GROUT STRENGTH MUST ALSO BE 500 PSI GREATER THAN THE F'm OF THE CMU IT IS PART OF, TYP. WELD SIZE SHALL BE INCREASED AS REQUIRED 4 or 20 40OS125-JJ 15 < BY DECK MANUFACTURER TO ACHIEVE NET SIZES 4. HORIZONTAL REINFORCING SHALL BE LAID IN BOND BEAM UNITS AND SECURELY z SHOWN. 2. USE 36/7 PERIMETER WELDING AROUND &L OPENINGS 4" 18 40OS125-43 16'-5" WIRED TO THE VERTICAL REINFORCING. COL. IN DECKING. (WELD ALL DOWN FLUTES ® PERIMETERS)0 5. VERTICAL REINFORCING SHALL BE CENTERED IN WALL U.N.O. AND PLACED IN OPEN LLJ ISOMETRIC VI WIDTH 4" 16 40OS125-54 17'-7" Mi z 3. PROVIDE POSITIVE CONTACT BETWEEN DECK AND I END UNITS BEFORE BLOCK WORK BEGINS AND SHALL BE HELD IN POSITION AT TOP SUPPORT BEFORE WELDING. COL. AT TOP bi -0 4. MINIMUM LENGTH OF DECK SHEETS SHALL SPAN N 4 pp AND BOTTOM AND AT INTERVALS NOT EXCEEDING 192 BAR DIAMETERS. cn ci' SEAM CONNECTION WHERE OCCURS LDLDL, DL, 14 40OS125-68 18,-10'" bj 0- A MINIMUM OF THREE SPANS CONTINUOUS. UJ ALL EDGES OF THE DECK MUST BE SUPPORTED BY 1/4 D 1/4/ 6. ALL CELLS SHALL BE GROUTED SOLID. < STEEL FRAMING Cie. JOIST, BEAM, GIRDER, ETC.) 1 6 20 60OS125-JJ 20*-6 0 0P 11 " 7. LAP HORIZONTAL AND VERTICAL REINFORCING BAR 48 DIAMETERS AT SPLICES. cn 5. SEE THE FRAMING PLAN FOR WELDING PATTERN I_ aCALLOUT ac LOCATION WF BEAM _A!L -4J 8. DOWELS IN ALL FOUNDATIONS SHALL HAVE THE SAME LOCATION, SIZE, AND WF BEAM 6" 18 6005125 22' 0- Lij GAG SPACING AS THE VERTICAL MASONRY REINFORCING. Uj 6" 16 60OS125-54 24'-5" x 9. GROUT SHOULD BE PUDDLED OR TAMPED WITH A 5/8- ROD OR A 1"x2" STICK AS LU zQ 36" COVERAGE of IT IS PLACED. DD D 3/4 PLATE 6" 14 600S125-68 26'0-2'p W/ (4BO 3/4-0 10. MASONRY UNITS SHALL BE LAID IN RUNNING BOND, U.N.O. 0 36/7 PATTERN 40 110 110 40 3: A325 LTS 8 18 80OS125-4-3 28'-8" 11. GROUTING OF BEAMS OVER OPENINGS SHALL BE DONE IN CONTINUOUS OPERATION Ito z < UNO Cf < 0�z WITH A MINIMUM 12" SEAT AT EACH END UNLESS PLACED IN TOTAL WITH WALL Lu M 0 80 36/5 PATTERN 4.p I i 4ml 3/8" THICK STIFF. PLATE LW L6P 16 80OS125-54 J0,-q" GROUTING. o Uw BOTH SIDES OF BEAM I " 12. USE 2-#5 HORIZONTAL BARS AT TOP AND BOTTOM OF ALL LINTEL BEAMS EXCEPT 36/4 PATTERN 8 COL. TS COL. TS COL. 14 BOOS125-68 33-4 AS SHOWN OTHERWISE. w w WIDTH 0- 13. PROVIDE 2-#5 VERTICAL BARS AT ALL CORNERS AND WALL ENDS. 0 0 36/3 PATTERN 0� 1/4 D 14. ALL WALL OPENINGS SHALL BE SHORED FOR A MINIMUM OF 28 DAYS UNLESS C) z z B - Wo. C I/ B I.- LA INTERIOR METAL STUD PARTITIONS Uj 0- 0 -1 w WELD ALL FLUTES :D MIN. ol D NOTED OTHERWISE. U-) 0 MAXIMUM HEIGHT FOR METAL STUDS WITH I I I I I I PER SOUND 21 DEFLECTION LIMIT L/240 - NON- BEARING 15. ALL REINFORCING STEEL SHALL BE GRADE 60 Lj WELD ALL oUTES z �vEM�IP. Z PER UND 1.- .0 $L COL'S. & PLATE'S COL'S. & E 'S 2N MIN. 16. TYPICAL WALL REINFORCING SHALL BE #4 AT 24" O.C. EACH WAY, EXCEPT AS <C) AGE 16" OC SPACING SHOWN OTHERWISE. 1:14 >_ < 7 M NOTE: 17. GROUT PLACEMENT SHALL CONFORM TO THE REQUIREMENTS OF THE ACI __j SEE PLAN FOR BEAM DEPTH GAGE DESIGNATION HEIGHT C ... 530.1-08 3-mj L D z L AND COLUMN SIZES. 0 WELD, TYP. 3/4" PLATE 3 518 to 20 .362S125-JJ 16 A-0110 18. MATERIAL: V) a_ U, 1 N CLR. TO I 1/4/ W/ (4) 3/4"0 A325 BOLTS a) MOTAR SHALL CONFORM TO ASTM C 270. AND GROUT SHALL CONFORM ROOF TRUSS 3 518 18 362S125-4J 17'-5" TO ASTM C 476 < <= END JOINT BUTT JOINT BUTT JOINT M _j U b) WATER USED IN MIXING MORTAR OR GROUT SHALL BE CLEAN AND FREE FROM Mi z 3 518'" 16 362S125-54 18'-7'* 0 INJURIOUS AMOUNTS OF OILS. ACIDS. ALKALIS, SALT, ORGANIC MATERIALS OR 0 _j OTHER SUBSTANCES THAT MAY BE DELETERIOUS TO MASONRY OR < z 35181, 14 J62S125-68 19,-11" REINFORCEMENT NONPOTABLE WATER SHALL NOT BE USED. => M W �T�� DECK ATTACHMENT COLUMN CAP CONNECTION LU V) 10:� _j 9 S D,-�-1 6 17 CIO < SD`006',_' N,11,�7AL. DFCK N-24 31 4 n 40OS125-33 SCALE: 1 V-0 20 19. ADDITIVES AND ADMIXTURES TO MORTAR OR GROUT SHALL NOT BE USED UNLESS < APPROVED BY THE ENGINEER OR RECORD. z w z w >_ w 4 18 40OS125-43 18'-10" _j M cn to Cn V) 20. M PRIOR TO GROUTING. THE GROUT SPACE SHALL BE CLEAN SO THAT ALL SPACES TO 0 Z) Ir Z Q: z U) < 0 9 0 BE FILLED WITH GROUT DO NOT CONTAIN MORTAR PROJECTIONS GREATER THAN 1/2 ILI a- Fn n Uj V) Ui 4 16 40OS125-54 20#-2m MORTAR DROPPINGS OR OTHER FOREIGN MATERIAL. GROUT SHAH BE PLACED SO z cc 0 Ui z 4 14 40OS125-68 21*-62P THAT ALL CELLS SHALL BE FILLED SOLID. ry (n z z V)=j n in in z LU 21. A PERFORATED DRAIN PIPE SHOULD BE PLACED AT THE BASE OF ALL z z 0 x 0 0 0 w :5 -j �� =� U_ 6" 20 60OS125-33 2J'0-9 po RETAINING WALLS SO THAT HYDROSTATIC PRESSURE CANNOT FORM BEHIND C) -) Z) _j Z) L- 0 0- M 0 w 0 TH E WALL. Q m 6" 18 60OS125-43 26'-1" 22- ALL MASONRY PLACED DIRECTLY AGAINST SOIL (EARTH, SAND, GRAVEL, DIRT, < 6n 16 600S 125-54 27'-11 ETC.) OR WHERE STANDING WATER WILL BE PRESENT FOR MORE THAN ONE Z 0f, W N N N N C14 N N C14 DAY AT A TIME, SHALL BE WATERPROOFED ON EA. FACE WITH THE ABOVE LU o N Jos-loor 0- N N 6 14 60OS125-68 EXPOSURE INCLUDING ALL JOINTS W/ ADJOINING STRUCTURES (FOOTINGS, 0 co- - - CN 0 N C4 0 4 WALLS, ETC.). THE CONTRACTOR IS RESPONSIBLE FOR USING AN INDUSTRY a- 8" cr_ qj 6 6 r-: a6 wUj 18 800SI25-4J J2@-9 APPROVED METHOD FOR THE ABOVE WATERPROOFING. 0 0 0 0 0 0 0 V) z 5 z 8" 16 80OS125-54 35'-2" w GENERAL MASONRY NO zn 8" 14 80OS125-68 38j-Iat < < �vl N 0 0 1 2 C, PA PM: T_ 1. STUDS SHALL BE DEPTH AS INDICATED ON ARCH. DRAWINGS AND GAUGE AS Z DETERMINED BY HEIGHT OF WALL AND THE SCHEDULE ABOVE. < DRAWN BY: PH Uj bi 2. SEE ELEVATION 1/S1.3 FOR TYPICAL WALL FRAMING CONDITIONS. Ld BYA JOB NO.: 12109 Z n < V) fy- J. DESIGNATION CONFORMS TO STEEL STUD MANUFACTURERS ASSOCIATION STANDARDS. (If 712APt < AND 2009 INTERNATIONAL BUILDING CODE. wSHEET vi� < z 0 4. LIMITING HEIGHTS ARE BASED ON PROPERLY FASTENED SHEATHING ON BOTH FLANGES OVER 01 ON (n 9 V) THE FULL HEIGHT OF THE STUD. C> Ujbo < 0 T_ - INTERIORPARTITION BPAD YOUNG & ASSOCIATES, INC. <7PICAL WALL MAX HEIGHTS 0 Qw 7 PA STRUCTURAL ENGINEERING �F� RAE Sim Uj Ln SCALE: 1 to 1'-0" 1320 W.HERNDON AVE.SUITE 101 Ld 0 co 0- FRESNO,CALIFORNIA 93711 FEXPIRATION DATE: 6-30-20141 Lj _j PHONE:(559)222-9600 FAX:(559)222-9633 > tri Q 3x OR DOUBLE 2x MIN. O 48" O.C. 48" O.C. 48" O.C. 48" O.C. 1. UNLESS SPECIFICALLY NOTED OTHERWISE NAILING SHALL BE DONE IN ACCORDANCE FOR CONDITIONS NOT L2IED,R�Bi TO TABLE 230491 1. UNLESS SPECIFICALLY SHOWN OTHERWISE, BOLTS WHERE CALLED FOR ON THE of w „ CORNERS W/ SHEARWALL ON EA WITH THE FOLLOWING SCHEDULE, USING ONLY COMMON WIRE NAILS. NAILING NOT OF TSE 2010 CBC DRAWINGS SHALL BE MACHINE MADE A307 TYPE. B O+ - 3/8 U.N.O. U.N.O. U.N.O. U.N.O. NOTED BELOW OR ON THE PLANS SHALL HAVE A MINIMUM OF 2 NAILS AT EACH � �€ o PERPENDICULAR FACE WITH ONE 2. ALL BOLTS AND LAG SCREWS SHALL BE PROVIDED WITH STANDARD STEEL WASHERS Ll-a " 1/2„ PANEL POINT OR BOTH SIDES HAVING EN F.N. CONTACT, 8d FOR 1x MATERIAL AND 16d FOR 2x MATERIAL. 15. BRIDGING TO JOIST, TOENAIL EACH END. 2-8d UNDER HEAD AND NUTS WHICH BEAR ON WOOD ACCORDING TO THE WASHER O o Lu \ r 3/8" a' -' 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 - tnw z In „ CLOSER TO EDGE OF MEMBER THAN 1/4 THEIR LENGTH. HOLES SHALL BE BORED BLOCKING, FACE NAIL. 16d 0 16 O.C. 3. BOLTS AND SCREWS SHALL BE TIGHTENED AT TIME OF ERECTION AND RE- z o O 3/g" 9 48 O.C. .. WHERE NECESSARY TO PREVENT SPLITTING. PENETRATION INTO THE PIECE 17. TOP PLATE TO STUD, END NAIL. 2-16d FOR 2x4 TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. a w N � �- 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 Li �w \ 1/2„ -- ----- ---------�------- ------- ----- -------------------------• ------------------------- - ( 4. SILL PLATES OF INTERIOR WALLS THAT ARE COVERED WITH STRUCTURAL � Ir (3 I ( � " 3. WHERE POSSIBLE NAILS DRIVEN PERPENDICULAR TO GRAIN SHALL BE USED INSTEAD ANCHORS ARE USED) 4-16d FOR 2x8 PLYWOOD (SHEAR PANEL) AND EXTERIOR WALLS, SHALL BE FOUNDATION GRADE O I , °w r 3/8 -0 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 "co ° 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 Q) V Ir�, SEE PLAN FOR 4. BUILT UP BEAMS, JOIST, AND RAFTERS: ON ONE SIDE WHERE A35 ANCHORS W/ 2x SILL 2x THICK PRESSURE TREATED FIR. PRESSURE TREATED D.F. SHALL BEAR w N 1 ME z DIAPHRAGM °' " " ARE USED). THE AWPB QUALITY MARK AND ALL CUTS OR HOLES SHALL BE RE-TREATED v �Q SILL PLATE - - TYPICAL 12 12 2x6 . . . . . . . . . . . 6-8d TOENAILS PRIOR TO INSTALLATION. w NAILING/SCREWING SCHEDULE 16d � E.N. 16d � E.N. 16d SPACED E a- + 16d ® E.N. SPACING SPACING AS SHOWN OR 3-16d ENDNAILS 5. NO SILL PLATE PIECE SHALL END WITHIN THE LENGTH OF SHEAR PANEL UNLESS � E -w SPACING - _ W/ 2x SILL SPECIFICALLY SHOWN AND DETAILED ON THE PLANS. � �j 0 o Q 3* NOMINAL - TWO LINES 3/4"x 12" ANCHOR 10" IN DEPTH OR LESS j- =::f 2x8 . . . . . . . . . . . 8-8d TOENAILS 6. BEARING WALLS AND PARTITIONS SHALL HAVE DOUBLE TOP PLATES, PROVIDE �"'� ry BOLTS OR 4-16d ENDNAILS METAL FRAMING ANCHOR AT EACH SIDE OF TOP PLATE AT INTERSECTING w _ U U U TYPICAL 24" 24" W/ 2x SILL WALL PARTITIONS. 1_ p 0 C3 o O O 1/2-0 BOLTS r. z wo 1/2„ - z z z - SPACED AS 19. DOUBLE STUDS, FACE NAILS. . . . . . . . . 16d 0 12" O.C. STAGGERED 7. PLYWOOD NOTES: " o Q e �_ 00 � PLYWOOD SHEATHING 00 � 00 M " SHOWN " A. IN HORIZONTAL PLYWOOD DIAPHRAGMS, NO PANEL LESS THAN 24 WIDE '� d- d- MORE THAN 10 IN DEPTH I- 20. DOUBLE TOP PLATES, FACE NAILS. . . . . . . 16d 0 16 O.C. SHALL BE USED. IN VERTICAL PLYWOOD DIAPHRAGMS, NO PANEL LESS o w v \ 3/4" 2x OR 3x STUDS 2x OR 3x STUDS THAN 12" WIDE SHALL BE USED. 0 0 z '� PANEL POINT 2x OR 3x STUDS " 21. TOP PLATES, LAPS AT INTERSECTIONS, m o _ T_ o 0 2 TYP. T.&B. B. ANY PIECE OF PLYWOOD SPANNING ACROSS FEWER THAN 3 SUPPORTS SHALL Im 1 w o " FACE NAILS. 2-16d m C U) _ 1/2 5. FOR PLYWOOD SHEATHING, SEE DIAPHRAGM DETAILS AND SCHEDULES. VERTICAL 22. CEILING JOIST TO PLATE TOENAIL . 3-16d BE BLOCKED ON ALL EDGES. 0 0 w _ 1/2" INTERSECTION OF SHEATHED INTERSECTION OF SHEATHED INTERSECTION OF PANELS OF EXTERIOR GRADE PLYWOOD NOT INCLUDED IN THE PLYWOOD SHEATHING C. SHEAR WALL PLYWOOD SHALL BE BLOCKED ALL EDGES. ov WALLS AT CORNERS. SCHEDULE SHALL BE NAILED WITH 8d AT 6 O.C. AT PERIMETER OF PANELS AND 23. STUD TO CON11N000S HEADER, TOENAIL . 4-8d _I w o� M 3/4" 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 ry . e o A ® C (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 O Q 1/2" (CURVE RADIUS = 6' OR GREATER) USE THREADED 25. CEILING JOIST TO PARALLEL RAFTERS, BE USED UNDER ALL HEADS AND NUTS BEARING ON WOOD Q 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 � °" STUD �� ®�� AT I��T'®�� CHARACTERISTICS SPECIFIED & WHEN THE CURVE " DIAMETERS MINIMUM END DISTANCE, UNLESS OTHERWISE NOTED. 0o SEE PLAN FOR � 26. 1 BRACE TO EACH STUD AND PLATE, cw ui 10 .1DIAPHRAGM RADIUS IS LESS THAN 6' (2 1/2' MIN) USE WOOD FACE NAILS 2-8d 11. PREDRILL HOLES WHERE WOOD TENDS TO SPLIT. O NO SCALE . �� '� _ SCREWS W SIM OR GREATER DIA. AS NAIL w NAILING/SCREWING SCHEDULE „ 27. DOUBLE RAFTERS, FACE NAIL 16d 0 12" O.C. 12. LUMBER SHALL BE GRADED IN ACCORDANCE WITH ANSI/AF&PA NDS-2005 0 REQUIREMENT & 3 LONG MIN. � Ld M� SEE FOUNDATION PLAN 28. BUILT UP STUDS . 16d 24" O.C. CLASSIFICATION. DEFINITION AND METHODS OF GRADING FOR ALL SPECIES OF o 0 0 .4* NOMINAL - TWO LINES _ SHEARWALL FOR COLUMN INFO. 6. STUDS TO BEARINGS USE TOE NAILS EACH SIDE: 2x4-(2) 10d, 2x6-(3) 10d, 29, BLOCKING BETWEEN JOISTS OR RAFTERS LUMBER. SOLID SAWN LUMBER SHALL BE GRADE MARKED DOUGLAS FIR 199 z cf) 00 _ ®®® I ® STS 2x8-(4) 10d. STUDS OVER 14-0 HIGH AT EXTERIOR WALLS, PROVIDE A FRAMING TO JOIST OR RAFTERS MOISTER CONTENT MAXIMUM AS FOLLOWS: CLIP ON ONE SIDE AT EACH END OF STUD IN LIEU OF TOE NAILS ON THAT SIDE. cn TOENAILS, EACH SIDE, EACH END . 2-10d a) HORIZONTAL FRAMING MEMBERS (JOIST RAFTERS & BEAMS): D.F. #2 U.N.O. m M w 7. BLOCKING BETWEEN STUDS, EACH END: (2) 10d TOE NAILS TOP & BOTTOM. Z T % 3 8 FOR JOIST SPACING OF 32 O.C. AND LESS TO JOIST OR RAFTER BEARINGS o s •E a 8. DOUBLE TOP PLATE NAILING LEGEND: TOENAILS EACH END. 2-10d b) VERTICAL FRAMING MEMBERS (POST 4x AND LARGER): D.F. #1 (STUDS 2x 0 o g= d- 1/2" JOIST ,-- .. _._ .-.. (A) LOWER PLATES (TO STUD): 2x4-(2) 16d, 2x6-(3) 16d, 2x8-(4) 16d. AND 3x): D.F. #2 _ 5 bfJ °-~ 0. 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 " 0 •; ,� u o � / FLANGE DEPTH OF THREADED STUDS 032 O.C. EDGE NAILING 2-10d TOENAILS c) PLANKING, 2 OR MORE IN DEPTH: D.F. #2 v p nl 0 '�' 1 2" PANEL POINT TOP FLANGE HANGER, U.N.O. 16d NAILS: 31. 1x8, OR LESS, SHEATHING EACH BEARING 2-8d 13. STRUCTURAL GLUED-LAMINATED TIMBER SHALL CONFORM TO ANSI AITC STANDARD 11, O►- I -e- STAGGERED (B) UPPER PLATE TO LOWER PLATE, aj °`• \ 3/g WIDTH RANGE JOIST RANGE TYPICAL 16" 16" A190.1 AND ASTM D3737. THE FABRICATION SHALL BE PERFORMED IN AN APPROVED °° Z►- - NAILER IN THE 32. BLOCKING BETWEEN JOISTS OR RAFTERS FABRICATIONS SHOP IN ACCORDANCE WITH CBC 1701 DESIGN AND MANUFACTURE m :N' •° ;� w u N N o �,� 3 8" 1 1/2„ 0-14 ITT MIDDLE OF A SHEARWALL TO TOP PLATE 3-8d TOENAILS of STRUCTURAL GLUED- LAMINATED TIMBER. GLUED LAMINATED TIMBER SHALL J u 4-6 o N N w \ 1/2"'c 1 1/2 16 LBV A 33. CEILING JOISTS TO TOP PLATE. 3-8d TOENAILS HAVE THE FOLLOWING MATERIAL PROPERTIES: SIMPLE SPANS: COMBINATION 24F-V4 J (Z CPS U••c � 1 2"IC- e �- " CANTILEVERED SPANS: COMBINATION 24F-V8 DF DF FB=2400 PSI FV=1 fi5 = � � �� .0 N � pm ,-W4� <° / 1 3/4 0-16 WM SHEARWALL SEE FOUNDATION PLAN C UPPER PLATE TO LOWER PLATE AT SPLICE: (8) 16d STAGGERED 34. JOIST TO SILL OR GIRDER, TOE NAIL• • • • . 3-8d DF/DF, / of FOR SHEARWALL INFO. ( ) PSI, E=1,800,00 PSI, Fc=650 PSI, U.N.O. Q> 3/8 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 v `x/I OUTSIDE WALL OF THE TUBE STAGGER NAILS FOR STUD WIDTHS OVER 40: 16d 06" O.C. 35. 1"x6" SU13FLOOR OR LESS To EACH PLYWOOD (5 PLY MIN.) PLYWOOD SHALL BE MANUFACTURED USING EXTERIOR z Ui z 14-22 WP :A-ti I WHEN TUBE IS NOT AT THE 2-8d Q z Q SEE PLAN FOR 10. MULTIPLE STUDS AT CORNERS AND INTERSECTIONS (AT CONTACTS): 16d ®12" O.C. JOIST, FACE NAIL . " GLUE. PLYWOOD DIAPHRAGMS AND SHEAR WALLS SHALL BE CONSTRUCTED WITH m O DIAPHRAGM 2 1/4 - 2 5/16 24-30 HW ...... .....`.. .�......`...............::......�:1............� EDGE OF THE WALL, Z STAPLES 1 3/4 �INCREASE NAILER SIZE UP TO 11. DOUBLE JOIST UNDER PARTITIONS: 36. 2" SUBFLOOR TO JOIST OR GIRDER, . EXCEPT AT BOUNDARIES ANDw z NAILING SCREWING SCHEDULE 4x DF#2 NAILER W/ 3 4" 0 " CHANGES IN FRAMING WHERE MINIMUM SHEET DIMENSION SHALL BE 24" UNLESS v/ C12 DEEP IF REQUIRED TO WHERE NOT BLOCKED APART, WILL BE SAME AS BUILT UP BEAMS NOTE NO.5. BLIND AND FACE NAIL• 2-16d V„ o- 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 o vi w EDGE NAILING SHEARWALL TYP. U.N.O. 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� 4 NOMINAL - THREE LINES 2 1/2 - 2 9/16 14-30 HWI 12. MEMBER AND STARTED APPROXIMATELY 1/3 THE LENGTH OF THE NAIL FROM WITH 1/2" SPACER• • • • 16d 016 O.C. ALONG OF ALL SHEETS IN SHEAR WALLS. DIAPHRAGM SHEATHING NAILS OR OTHER APPROVED z w SEE FOUNDATION PLAN EACH END SHEATHING CONNECTORS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE a - 3 1/2 0-30 HWI FOR COLUMN INFO. THE MEMBER END -° PANEL POINT / 16d ®16" O.C. ALONG SURFACE OF THE SHEATHING. SPAN RATING MUST MEET OF EXCEED SUPPORT � JOIST NAILER EDGE OF A SHEARWALL 30' 38. CONTINUED HEADER, TWO PIECES EACH END SPACING FOR THE GIVEN APPLICATION. w B 39. 1" BRACE TO EACH STUD AND 15. LUMBER SHALL NOT BE CUT OR NOTCHED UNLESS APPROVED, IN WRITING, BY con a PLATE, FACE NAIL. . . . . . 2-8d cn FLANGE DEPTH OF FACE MOUNT HANGER, U.N.O. SEE FOUNDATION PLAN THE ENGINEER OF RECORD. Co O z N Q . e o WIDTH RANGE JOIST RANGE FOR SHEARWALL INFO. L 40. BUILT-UP GIRDERS AND BEAMS, 16. ENDS OF WOOD GIRDERS ENTERING MASONRY OR CONCRETE WALLS SHALL BE �, Y SHEARWALL 2" LUMBER LAYERS 10d NAIL EACH LAYER AS PROVIDED WITH A 1/2 AIR SPACE ON TOPS SIDES AND ENDS. w O N �- 1 1 2" 0-1 1 7 8 MIU 4x DF#2 NAILER W/ 3 4" 0 L/3 FOLLOW: 32" O.C. AT TOP = z° n / / THREADED STUDS ®16�O.C. AND BOTTOM AND STAGGERED. 17. THE NUMBER AND SIZE OF NAILS CONNECTING WOOD MEMBERS SHALL NOT BE ►_ z } TWO NAILS AT ENDS AND AT LESS THAN THAT SET FORTH IN UBC FOR STANDARD CONSTRUCTION. pr 1 1/2" 14 IUT 41. ROOF RAFTERS TO RIDGE, VALLEY .o O w : SEE FOUNDATION PLAN EACH SPLICE. O > a = =- - . .._.......,..• � 13. NAILS SHALL ACHIEVE THE MINIMUM PENETRATION SPECIFIED IN THE TABLE BELOW. OR HIP RAFTERS: 18. COLUMNS: J� -�'' ° 1 3 4 0-20 MIU FOR COLUMN INFO. SEE SPECIFICATIONS FOR GRADE REQUIRED. EXPOSED COLUMNS SHALL BE SET o z m 1 / NAILS SHALL NOT BE DRIVEN CLOSER TOGETHER THAN THE MINIMUM SPACING TOE NAIL 4-16d PLUMB WITHIN f 1/B" `L' NOR CLOSER TO THE MEMBERS END OR EDGE THAN 1 2 THE MINIMUM SPACING. E o:E ow N ° 2 5/16 0-30 HU (MAX.) HOLES SHALL BE BORED WHERE NECESSARY TO PREVENT SPLITTING. FACE NAIL F 3=16d 19. THE CONTRACTOR SHALL USE CONVENTIONAL FRAMING TECHNIQUES WHEN FRAMING ry w to 2 1/2 0-16 HU EDGE NAILING 42. RAFTERS TIES 0 RAFTERS, ACE 3 8d THIS STRUCTURE. WHEN THE DETAILS OR PLANS DONT SHOW OTHERWISE, > 3= % SHEARWALL COMMON WIRE NAIL PROPERTIES 43. ALL NAILS EXPOSED TO THE WEATHER SHALL BE GALVANIZED. CONTACT THE ENGINEER WITH ANY FRAMING QUESTIONS BEFORE BEGINNING ,1, Qf 2 1/2 18-26 MIU MINIMUM 44. JOIST TO LEDGER 3- 16d (ONLY ® JOISTS W/ TOTAL LENGTH OF 4' OR LESS CONSTRUCTION, m SEE PLAN FOR NAILER Lis CORNER PENNY WEIGHT NAIL PENETRATION* 20. ALL METAL CONNECTORS IN THESE PLANS ARE MANUFACTURED BY SIMPSON STRONG J (SIZE) DIAMETER 45. JOISTS/TRUSSES OR RAFTERS AT BEARING, � o Z DIAPHRAGM DIMENSIONED LUMBER OF ® SHEARWALLS AND SPACING TOENAIL EACH SIDE. . . . . . . . . . . . 2-10d TIE. THE CONTRACTOR MAY USE A SIMILAR PRODUCT BY A DIFFERENT MANUFACTURE = E a NAILING/SCREWING SCHEDULE " 46. CEILING/SOFFIT JOISTS TO PERPENDICULAR IF THE STRUCTURAL VALUES FOR THAT PRODUCT ARE EQUAL TO OR GREATER THAN V) C)� C 6d .113 1.36 FOR THE PRODUCT SPECIFIED. THE CONTRACTOR MUST PROVIDE DOCUMENTION THAT w w LEDGER/BEAM . . . . 3-16d OR FM HANGER 0 2x4 0 Ir TYP. BOUNDARY FASTENING TOP FLANGE FACE MOUNT TOP FLANGE FACE MOUNT 2x (WALL WIDTH) DF#2 8d .131 1.57" 4-16d OR FM HANGER 2x6 PROVIDES A SIDE BY SIDE COMPARISON OF THE TWO PRODUCTS FOR A GENERAL z �Cn JOIST JOIST NAILER WITH HILTI ZF 47 P8 5-16d OR FM HANGER 0 2x8 REVIEW FROM THE ENGINEER OF RECORD. Q Lu 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 P8) SHOT PINS 10d .148 1.78" 6-16d OR FM HANGER 0 2x10 21. ALL NEW FRAMING LUMBER SHALL HAVE 19% MAX. MOISTURE CONTENT WHEN THE =� 024" O.C. (MIN. 3 PER NAILER) z " 7-16d OR FM HANGER 0 2x12 ROUGH FRAMING PACKAGE IS FINISHED AND BEFORE ANY ADDITIONAL INTERIOR o w NOTE: 2x4 HU24TF LUS24 3x4 HU34TF U34 16d .162 1.94 FRAMING BEGINS. � FM HANGER 0 WOOD I-JOIST w 1. THIS DETAIL APPLIES TO ALL LOCATIONS THAT REFERENCE STAGGERED NAILING. 2x6 JB26 LUS26 3x6 W36 U36 TYP. DETAIL NON-SHEARWALLS 20d .192 2.30" 22. WHEN COUNTERSINKING IS REQUIRED BY A DETAIL IN THESE PLANS. THE DEPTH OF bi 1 2x8 J828 LUS26 3x8 W38 U36 (: *PENETRATION INTO THE PIECE THE COUNTERSINK CAN ONLY BE 1/4 GREATER THAN THE THICKNESS OF THE Z� 2. SPACE PANEL END AND EDGE JOINTS 1/8" REDUSE SPACING BETWEEN " RECEIVING THE POINT BOLT HEAD OR NUT & WASHER. o ° LINES OF NAILS SCREWS AS NECESSARY TO MAINTAIN MIN. 3 8" FASTENER EEf / / 2x10 J8210 LUS28 3x10 W310 U310 4x DF#2 NAILER W/ 314 0 U~ EDGE MARGINS MIN. SPACING BETWEEN LINES IS 3/8". THREADED STUDS 016 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 " Lu w :: ROOF SHEATHING COLLECTOR LINES ie: IF PLYWOOD EDGES ARE ON A STRUT AND/OR 4 z 2x12 JB212 LUS210 3x12 WNP312 U310 E.N. COLLECTOR LINE THERE WILL BE 4 ROWS OF BN STAGGERED IF THE STRUT c� cf) fn o� / 2x14 LB214 LUS210 3x14 WNP314 U314 ...... ... ... . ............... NAILING SCHEDULE AND/OR COLLECTOR IS AT THE EDGE OF A DIAPHRAGM OR IN THE MIDDLE OF STAGGERED NAILING SCREWING A SHEET OF PLYWOOD NOT 0 EDGE OF PLYWOOD THERE WILL BE 2 ROWS w zo / ( ) � _w �2 2x 16 LB216 0214 3x 16 WN P316 0314 WN002-2010CBC ON BN STAGGERED TYP. o o m AT DIAPHRAC�S WHERE SPECIFIED tT,{D h�iT T ) -J 24. ALL LAG SCREWS SHALL HAVE LEAD HOLES AS FOLLOWS w z m- Cr <2x2x3/16 W/ (2) 1/2" � x 3" SILL PLATE � `�O LAG BOLTS TO SILL PLATE TYP. a) THE CLEARANCE HOLE FOR THE SHANK SHALL HAVE THE SAME DIAMETER z 00 z 1. THE PREMANUFACTURED STEEL CONNECTOR STRAPS AND CLIPS WITHIN TOP FLANGE FACE MOUNT TOP FLANGE FACE MOUNT sTEEL BEAM 4,-0„ " _- AS THE SHANK, AND THE SAME DEPTH OF PENETRATION AS THE LENGTH o o In w JOIST JOIST -�- LAP PLATES 48 AT - - OF UNTHREADED SHANK. w w Z 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 SPLICE- USE 12-16d c� v EQUIVALENT. NAILER a STEEL ROOF BEAM TYP. U.N.O. MUST BE CENTERED EACH SIDE OF SPLICE 3/16 HSS 3x3x3/16 srANTON BRACE 0 10' O.0 b} THE LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A DIAMETER w 2. THE MANUFACTURES RECOMMENDATION FOR NAIL SIZE (WHEN 4x4 HU44TF LUS44 6x6 WNP66 HU 66 (MAX.) E ON A STUD SEE FRAMING DETAILS (MAX.) & AT ENDS OF SILL PLATE EQUAL TO 609 TO 75% OF THE SHANK DIAMETER IN THE WOOD AND C) 0 FOR ADDITIONAL SPLICE TOP OF FOOTING) A LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED 11 o a CONNECTING TO WOOD & SMS WHEN CONNECTING TO STEEL) AND 4x6 HUS46TF LUS46 6x8 WNP68 HU68 (MAX.) THAT DO NOT STOP @ A FULL HEIGHT POST. PORTION. THE LARGER PERCENTILE SHALL APPLY TO LAG SCREWS OF w (D ow w REQUIREMENTS IF GIVEN Y SPACING MUST BE FOLLOWED TO OBTAIN FULL CONNECTOR VALUES, GREATER DIAMETERS. THE THREADED PORTION OF THE LAG SCREW a z 4x8 B48 LUS48 6x10 WNP610 HU610 (MAX.) NOTE: TOP PLATE SPLICE 2 �- 3. YI�@ 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 '- 0 � W 1. IF THE WALLS ON THE SIDE OF THE TUBE SHOWN ARE NOT SHEARWALLS ADDITIONAL FOOTING BARS. NOT BY DRIVING WITH A HAMMER. SOAP OR OTHE LUBRICANT SHALL J o O 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 ONE FA SIDE OF TUBE BE USED ON THE LAG SCREWS OR IN THE LEAD HOLES TO FACILITATE Q O w w USING STEEL COIL STRAPS. SEE THE PLANS FOR ANY ADDITIONAL END 2. THERE SHALL BE A MINUMUM OF 3 STUDS PER NAILER. INSERTION AND PREVENT DAMAGE TO THE LAG SCREW. _ U) o LENGTH REQUIREMENTS IF ANY. COIL STRAPS MUST BE NAILED AT 3 1 2" 4x12 HUS412TF LUS412 6x14 HW614 HU614 MAX. " NOTES: V) / 3. ALLOW 9 MIN. WOOD EDGE DISTANCE AT THE END STUDS. = 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. z REQUIRED ENDS PER THE MANUFACTURE OR PER PLAN) SHEARWALLS W/ 3/8" SHEATHING & 8d NAILS �6" O.C. E.N. & 12" O.C. 2. ANCHOR BOLTS WITH UPSET THREADS SHALL NOT BE USED. GENERALWOOD NOTES (D � � z z 4x16 WNP416 HU416 (MAX.) 3. SILL PL W/ HOLE OR NOTCH LARGER THAN THE SILL WIDTH SHALL REQUIRE EXTRA ANCHOR BOLTS, SAME AS AT END OF SILL PIECE. 1 670 <- F.N. U.N.O. 4. HEADER / BEAM SIZES ARE TYP. U.N.O. OR DETAILED OTHERWISE I WN001-2010CBC w 0 0 4. ALL STRAPS SHOULD BE CENTERED ON THE JOINT BETWEEN THE TWO 5. "THREADED STUDS" REFERENCED ABOVE OR ELSEWHERE IN THE PLANS w O PIECES OF FRAMING BEING CONNECTED, UNO. SHALL BE THREADED NELSON STUDS OR A36 (MIN. STRENGTH) THREADED 5. SEE NAILING SCHEDULE FOR TYP. NAILING U.N.O. DRILL 3/400 HOLE AND CUT o 8 T IA 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 NOTCH AS SHOWN. USE THIS : (D 0~ Lli 5. WHEN STRAP/CLIPS ARE CONNECTED TO STEEL FRAMING THE CONTRACTOR 6 RODS WITH -��+1/8' THICK FILLET WELD ALL AROUND, TYP. " DO NOT OVERCUT O� GLUCANS 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 MUST USE A SMS WITH THE SAME GAGE (DIAMETER) AS THE LISTED NAIL 6. USE E/- NAILER & ATTACHMENT SPECIFICATIONS 0 BEAM NAILERS NP., U.N.O. 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". -- I �__ (n I-__ - 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. CO Fy w a THROUGH ALL FRAMING & EXTEND BEYOND 1/2". (CONTACT THE ENGINEER JOIST SIZE TOP FLANGE FACE MOUNT 8• A DOUBLE WALL STUD (TRIPLE ® 4" WALLS) MUST BE PLACED UNDER ALL BEAMS & MULTIPPLE TRUSSES BEARING ON THE WALL, (TRIPLE (QUADDRUPLE ® 4" WALLS) ® MEMBERS � T� �m HANGER, U.N.O. HANGER, U.N.O. P. NAILER DETAIL OVER 18 IN LENGTH OR IN BUILDINGS SUPPORTING SNOW LOADS. SEE DESIGN CRITERIA ON S1.1 TO SEE IF SNOW LOADS ARE APPLICABLE TO THE PROJECT) TYP. U.N.O. - - - m BEFORE BEGINNING CONSTRUCTION IF THERE ARE ANY QUESTIONS) 8 9. GWLAM BEAMS SHOULD GET STANDARD CAMBER UP U.N.O. - � U z0 3 1/8" GLUCAN LEG HGUS / (GLUCAN DEPTH) >�y; 10.WHERE A DIMENSION LUMBER BEAM 15 SPECIFIED THE CONTRACTOR MAY CHOOSE TO USE A GLUCAN BEAM OF EQUAL OR GREATER NOMINAL WIDTH & DEPTH. \ 45. uCD Q 5 1 8" GLUCAN EG EG /W 0 TOP FLANGE 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 \ J w 1 STEEL STRAP NOTES / \ / ) 45" LAP W/ (2) 16d NAILS ® 1 3/4" O.C. 12. THE STUDS IN A MULTI STORY WALL MUST UNE UP FROM THE ROOF TO THE FOUNDATION ADD ADDITIONAL STUDS IF NECCASSARY. WHERE NOTCH IS ��///"` � � /3 •• 105" LAP W/ (2) 1 O NAILS 0 3 1/2" O.C. 13.WHEN A BUILDING SUPPORTS SNOW LOADS USE THE HEADER OR BEAM SIZE THAT CORRESPONDS TO A MEMBER TWICE THE LENGTH AS THE ACTUAL LESS THAN 3/4 m ,F�'€��-(-)I"; 6 3/4 GLUCAN EG EG (W/0 TOP FLANGE) WOOD JOIST NOTCH w � 0 SPAN (ie: A 6 WALL WITH A 6 OPENING / HEADER USE A 5 1/8"x`12 GLULAM W/ (2) TRIMMER STUDS (REQUIRED FOR A 12 OPENIG) z a- 8 3/4" GLUCAN EG D/3 MIN. NO DRILLED HOLES Q Q Co 12ga. x 3" WIDE 14. SnILLRINPLACE OFF EMBEDEDAANCHOR T ARE & NON SHEARWALLS MAY HAVE A 2x SILL PLATE W/ HILTI X-DNI (.145 �) x 1" EMBED SHOT PINS ® 18" O.C. & EA END OF INDIVIDUAL PIECES OF OR SLOTS IN THIS AREA � Q p NOTE& ° 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 L/ 3 L/ 3 L/ 3 = r SHEARWALL SILL PLATES (IE: IN A 4' SHEARWALL W/ SILL BOLTS SPACED 0 16" O/C & 9" OFF EA. END THERE SHOULD BE 48/16+1=4 SILL BOLT ANCHORS) - CD z 1. THIS SCHEDULE GIVES TYPICAL HANGER SIZES, U.N.O. ON PLANS. `"o 2. IF THE DETAILS DO NOT INDICATE WHETHER A TOP FLANGE OR FACE MOUNT 3•" 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 0 , COMBINED C5 uHANGER 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 ®16" O.C., & 3x DF#2 STUDS ®16" O.C. RESPECTIVELY, TYP. (STUDS OVER HEADERS CAN BE 2x DF#2 ® 16" O.C. U.N.O.) 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. D = DEPTH r -o_o o w -° 3. THE HANGERS LISTED IN THE ABOVE TABLE ARE THE MINIMUM REQUIREMENTS OF MEMBER �of FOR A SIMPSON STRONG TIE HANGER. THE CONTRACTOR MAY CHOOSE TO USE • • • 14ga. x 3 WIDE HEADER OR BEAM SPAN ry � A HANGER OF THE SAME TYPE AS REQUIRED BY THE DETAILS BUT WITH • • ° • SIMPSON STRAP D/3 a (D GREATER STRENGTH PROPERTIES., U.N.O. DOUBLE TOP PLATE " D D D D D / D Q 25" LAP W/ 2) 16d SINKERS ® 1 1/2" O.0 SLOPE WHERE REQ'D. UP TO 3-0 OPENING USE 1-2x STUD O 4. JOIST U.N.O.THE (GER Ce ENOTEFOR ONLYIS APPLICABLE OIST FOR HANGERS FOR ROOF 49" LAP W/ (2) 16d SINKERS 3' O.C. (USE 3x SHAPED PL. 3�-0"�-8'-0" OPENING USE 2-2x STUDS FLOOR & ROOF BEAMS - JOIST m Q ) W/ 1 1/2- MIN. DIM. 8'-12' OPENING USE 3- 2x KING STUDS w (y 5. WHERE A WOOD BEAM RUNS INTO A STEEL COLUMN USE A STEEL SADDLE WHERE SLOPE IS REQ'D.) I NOTE: 12+ OPENING USE 3-2x KING STUDS & WELDED TO STEEL COLUMN, U.N.O. SEE "TYP. WOOD BEAM TO SIDE OF HEADER BRACE HEADER BACK TO ROOF FRAMING. 1. HOLES & NOTCHES ARE NOT ALLOWED IN BEAMS IN COMMERCIAL 0 z w ( 16ga. x 3 WIDE I I HEADER STEEL COLUMN" DETAIL) (4) 16d NAJLS OR BEAM REQUIRED CONSTRUCTION W/0 WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. w • SIMPSON STRAP EACH END OR BEAM 13 NUMBER OF 11 THEY ARE OK AS NOTED IN RESIDENTIAL CONSTRUCTION. 00< 6. TOP FLANGE HANGERS MUST BE USED AT ALL GLULAMS, U.N.O. SPAN SIZE TRIMMER STUDS " >- 16" LAP W 2 10d NAILS 2 1 16" O.C. I I " I 2x STUDS 0 16 o.c. 2. VALUES ARE HALF OF THOSE SHOWN ABOVE 0 GLULAMS OR OTHER LL 7. A TOP FLANGE HANGERS MUST BE USED AT ALL WOOD I-JOIST, U.N.O. / ( ) / UP TO 4-0 STUD W.x6 111 I MANUFACTURED BEAMS. � W 0 o SIMPSON A35 T&B I 4'-0"TO 8'-0" STUD W.x8 1 (1) 2x TRIMMER STUDS 0 O'-12' N z Q 8. HANGERS FOR MANUFACTURED JOIST ARE SPECIFIED BY THE JOIST MANUFACTURE. OF KING STUD & HEADERS 3. THESE VALUES DO NOT APPLY TO MANUFACTURED TRUSSES OR JOIST. DO 0f Y ¢ m o SEE JOIST MANUFACTURES PLANS FOR MORE INFO. 18ga. AND HIGHER HDR. FOR OPN'GS 8-O"To 10'-OmSTUD W.x10 2 I I NOT NOTCH OR DRILL HOLES IN MANUFACTURED TRUSSES OR JOIST W/O/ w � = • • ° • • " 4x OR (2-2x) 012-16 HEADERS = U x 1 114- WIDE LARGER THAN 6'-O" 10-070 12'-Om STUD W.x12 2 THE WRITTEN APPROVAL of THE ENGINEER OF RECORD & THE 1- Q LL a " USE 6x POST UNDER ALL OTHER °° SIMPSON STRAP 12-0'TO 14-0 STUD W.x12 2 0 � GLULAM HEADERS, U.N.O. NOM. acTuaL W D 8 D 4 D 3 1 Lu Lu �m TYP. HANGER SCHEDULE 14'-0"TO 16'-0" STUD W.x13.5 2 4 - -1 z 0r 0f 1® 7 6 5-12 - 1-13/16- LA GLUCAN _ _ �� GN009 1. ALL OF THE STRAP MANUFACTURES AND I.C.B.O. RECOMMENDATIONS FOR STRAP 2X STAGG. BLOCKING _ z � USE AND INSTALLATION MUST BE FOLLOWED. I I GREATER THAN STUD W.x (1" OF W.x6 POST ® SHEATHING EDGES, 10 s-, 4 1-1 2 2-5 1s 3-1 16 o w �O DOUBLE BLOCKING I I 16-0 DEPTH PER FOOT I I TYP. 8-0 MAX. 1 tt-t 4 1-7/9" 2-t3 16 3-3/4- n z 2. THE ENGINEER MUST BE CONTACTED IF THERE ARE ANY INSTALLATION QUES11ONS _ _ 0 3 w WHEN OPENING IS OF HEADER SPAN) 14 -t 4 ¢ NOTE: BEFORE INSTALLATION BEGINS. I I I I V) o GREATER THAN TWO NO HOLES OR NOTCHES ARE NO NOTCHING IS � _ 3. OTHER MANUFACTURES MAY BE USED AT THE CONTRACTORS OPTION. ALLOWED IN TOP �- >. JOIST SPACING. o Z 4. THE LAP SHOWN IS ALSO THE MINIMUM LENGTH OF STRAP HOEDOWN IF REQUIRED - I II ALLOWED IN THE TOP PLATE (2) 2x DF#2 SILL PLATE SEE STANTON BRACE DETAIL FOR MORE INFO. 2x BLOCKING WHERE SPLICE ZONES. PLATES m w BLOCKING SAME SEE FOUNDATION PLAN 5 8 0 x 7 EMBED ANCHOR BOLTS ANCHOR BOLT ALLOWABLE z REQUIRED PAST A SPLICE LOCATION. " ALLOWABLE BORED HOLE DIA IS � Q I / " I OCCURS AT STUD 50% OF THE STUD WIDTH WHEN BORED HOLE IS O LU N Q I I THICKNESS AS 0 49-0" O.C. AND 9 FROM 40% OF PLATE THE STUD IS DOUBLED NO MORE z Q CD° � �•� - - - - � �•� STUDS OR JOISTS. S T��L COIL STRAP SPLICE � ENDS U.N.O. (SEE NOTES) � j I SILL PLATE, SEE GENERAL WOOD THAN TWO ADJACENT scups MAY WIDTH -1 0 0 0 mW. ,r - - 9 NOTES & FOUNDATION PLANS ALLOWABBE LE BORED,, ALLOWABLE CUT OR Q r Z - - - - - - - - . NO SCALE v'G::'1 1 7" MIN. SILL BOLT EMBED REQUIRED NUMBER OF TRIMMER STUDS B 5 OFOLE IS OF WIDTH Cn O>_ „ " CANNOT BE COUNTER SUNK FOR HOEDOWNS A35, NP• VV1DTM m 25% OF WIDTH MIN. o w z I I- *I SIMPSON LSTA 15 ® ALL BREAK IN SILL PLATE 4 I. g g BOLTS. AN ADDITIONAL PIECE OF FRAMING „ EDGE OF STUD z [<n. �Q I I• 'I I (4) CORNERS. SEE NOTE 15 FOR MORE TYP. TYP. TYP. MUST BE USED AT THE FACE OF TRIMMER 4 ALLOWABLE BORED CLEARANCE ES OF S N a - •I I STUD OR JOIST, DOUBLE JOIST INFO ON SILL BOLTS STUD THAT CAN BE COUNTER SUNK TYP. SPACING, 48" O.C. MAX. HOLE DIA. IS 2576 HOLE Co OF ANY STUD ALLOWABLE Mi Q WHEN OPENING IS GREATER THAN (ie: ADDITIONAL TRIMMER STUD OR PLYWOOD etc.) BORED HOLE IS o -1 � Z 25X OF WIDTIIN�QI u a • 'I JOIST SPACING. EDGE OF STUD 60X OF STUD � m • CLEARANCE ES OF WIDTH m = . O�Z . . . . . .- - - - PLYWOOD OR 7YP. WOOD WALL FPLUS TYP. HEADER AND BEAM SIZES HOLE NO BORED HOLES m W 4 LOCATED MAY BE w N tr to Q � - - - - � DIAGONAL ��f'D,0',' ALLOWABLE CUT OR AT THE SAME rz NOTCH IS 25X OF SECTION OF STUD Q Y Q � ~ I.I I i SHEATHING NOTE: , „�,,, � � � Ld w 1- � WIDTH DOUBLE UP WHERE THE STUD w STUDS THAT HAVE IS CUT OR I _j m m N m V) m WHERE PLYWOOD OCCURS ON EACH SIDE OF THE STUD WALL THE NAILING ® ROOF OR FLOOR NOTCHED o Q m a- z � z PERIMETER NOTE: EACH SHEARWALL MUST BE STAGGERED FROM SIDE To SIDE (ie: EN 0 6" O.C. MEMBERS BEARING W Q � � � Q _o Q O 0= BLOCK ALL SHEATHING EDGES WHEN ROOF FRAMING CHANGES NON-BEARING _ W€- NAILING AS PER ON EACH SIDE WOULD BE STAGGERED VERTIVCALY ON THE STUDS SO DIRECTLY OVER THE STUD WALLS = a Im w w w I- E.N. ON DRAWINGS DIRECTIONS WITHIN 16' OF DIAPHRAGM BOUNDARIES (i.e. ® EFFECTIVELY THERE WILL BE NAILS 03" O.C. THE SAME CONCEPT APPUES NOTCHED STUD INTERIOR PARTFfICINS O m m :3 o a �' o w z TURN FRAMING, etc.) PROVIDE SHEATHING BN TO FRAMING LINE TO NAILING ON HORIZONTAL FRAMING) NO BORED HOLES MAY BE LOCATED AT � z o o � BLOCKING An'C")FUND OPENI N� THE SAME SECTION OF STUD WHERE THE cn to w z W ww ETHAT DIVIDES FRAMING DIRECTION CHANGES (i.e.. TWO ROWS EXTERIOR BEARING m z Z o z o v SPUD IS CUT OR NOTCHED O z J - 11 OF BN - ONE ES OF CHANGE TO SAME FRAMING MEMBERS _ / SHEARWALLS & 0 J w Q �I__ -IF_.-__ __ �__.. €€.�� u WCE W.� _- E SIZE STUD WIDTH NOTCHING WIDTH HOLE DIAMETER ry} AV ROOF OR WAU w 1)0("I" 11 II 1€ 11 11 11 11 €I TYPICAL WALL CONST. INTERIOR BEARING a] O PLYWOOD SHEATHING PARTmoNS W/ zsx ,ox zex Sox aox o €! ! € € 1 1 !! II €I SEE "WALL FRAMING z w 2x4 4" 3-1/2' 7 8 1-7 16 7 8 1-3/4- 2-1 OPENING UNLESS Q O�- SEE PLANS. SPAN RATING zxs s• 5-1/2• ,-s/s• 2-1/4' 1-3/8• 2-3/4• 3-s/1s• 0 fI I€ €€ €€ I1 1 NOTED OTHERWISE ON � 8• 7-1/4" 1-13 is z-�s 1-3 1s 3-5/8' 4-3 � o MUST MEET OR EXCEED 1 !€ 1€ €€ 11 11 11 11 €€ DRAWINGS 0 II 11 11 SUPPORT SPACING FOR ~ II I€ 1€ €€ €€ fl 11 NOTES: � d I1 THE GIVEN APPLICATION €! I1 1€ €1 11 11 I a- Q C)Cn 11�_ PLYWOOD SHEATHING 1. HOLES AND NOTCHES ARE NOT TO BE LOCATED ADJACENT TO O 0 N o N o € EDGE NAIL WHEN BLOCKED II 11 II II 11 UNSOUND OR LOOSE KNOTS. z I€ 11 1 I 1€ SEE PLANS. SPAN RATING 4 ori 6 (6 r: c6 of I€ 1€ II II II II 1€ I MUST MEET OR EXCEED 2. PREFERRED LOCATION OF NOTCH IS AT TOP of MEMBER. 0 0 0 0 0 0 0 •- PROVIDE 2x !€ II II I€ 11 II w 11 1I II € 1I I SUPPORT SPACING FOR w �w JOIST SEE PLANS BLOCKING I = 5 z €1 I I I PLYWOOD PANEL 11 11 I1 11 11 II I OPNG. THE GIVEN APPLICATION w f €1 € ® HORIZONTAL I a r)� 11 11 , I I I €I II II €! II II I1 CUT AND NOTCH Q I EDGES, U.N.O. NOTE: o� 1 I 1 € ! I 1 € 1 ROTATE SHEATHING 7- 2 3:� € 1€ II fI II 11 NO SCALE �4` ; � > I € 90' FROM WHAT IS ��'�� ' ��` I I It II €€ fI 1! 1€ I SHOWN WHEN USING 7/16" z PA/PM. �= 11 SHEATHING AND THINNER. €_ Z I- NP- Q DRAWN BY: PH w O 1/16" VERTICAL PANEL " tR`O F v O JOINTS MAY LINE UP SEE "TYP. WOOD WALL L 1/8- FRAMING PLUS TYP. HEADER `` "V AND BEAM SIZES DETAIL FOR 12109 z WHEN THE STUD ® " -C.) c`�G'^� a- BYA JOB NO.. ORE JOINT IS A GREATER STUD. v`'` Q SILL PLATE BOLT INFO., TYP. � 71Z�gp � o I I I I � •- " t , SHEET I I I .I - • I 1 € € RE ' N � CD w Q ��) CG O, �� z FIELD EDGE FIELD EDGE EDGE BRAD YOl1NG & ASSOCIATES INC. C 2 < 0 NAILING NAILING NAILING NAILING NAILING ® o ^y RSA �O Q Ww , ® STRUCTURAL ENGINEERING c " "H� ■ 5 I 00- 6 ®4F AND FLOC)#no DIAPHRAGM SHEAR WALL DIAPHRAGM 1320 W.HERNDON AVE.SUITE 101 w 0 FRESNO,CALIFORNIA 93711 EXPIRATION DATE: 6-30-2014 w Q DrAAFRAC,iM NO SCALE t� C.I NO SCALE .}v D0I"-� I- PHONE:(559)222-9600 FAX:(559)222-9633 __ - __. a o STIFFENER PLATE REQUIRED IF M o 0~ BEAM ON THE OTHER SIDE IS A z W14x OR GREATER OR IF THE LD w BEAM IS 30 PLF OR MORE, TYP. WF STEEL BEAM W w WF STEEL BEAM Q °w D C D C � moo~ Y Y Y O P, z �ow z D � I I Q Q D I � D � a 21 z EQ' — EQ. EQ. .w B MIN. B MIN. B MIN. > o o Q EQ• € p EQ. O V a B MIN. W B MIN. = c z o TYP>—W DYco wo a3 ~Z FULL HEIGHT PLATE FULL HEIGHT PLATE 0 �I ow m � 0� Mi w BEAM CWF,C+DA+TS) TO THE SIDE 2 BEAMS RVECDXTS) TO o o Q OF A WF BEAM CONNECTION BEAM CONNEC7nON Mi o Q NOTE: NOTE: SEE CONNECTION SCHEDULE FOR MORE INFO. SEE CONNECTION SCHEDULE FOR MORE INFO. � a o CL WHEN A LARGER BEAM IS FRAMING INTO THE SIDE OF A LL w SMALLER BEAM USE THE REQUIRED CONNECTION FROM O >> CONNECTION SCHEDULE FOR THE SMALLER BEAM. (ie: W18 u m FRAMING INTO A W14 USE P2 PLATE & W14 BOLTS ((4) o 01N cn 0 7/8" DIA. A325N BOLTS.)) w co � IRT cn a D C PLATE—SEE D C STEEL ~ •� wEo z PLATE–SEE STEEL SCHEDULE GIRDER Q o SCHEDULE GIRDER = �Q `� EQ• Q Q EQ. °° ao ° z z B MIN• �- STIFFENER PLATE �' :� ' •° � U N N wz EQ. B MIN. m , ,� o Li L6 W B MIN. REQUIRED IF BEAM � ,� a z a E( . EQ. ON THE OTHER SIDE _ `� �'-' '� �' �' a Dol B MIN. <� IS A W 14x OR <> B MIN. p GREATER OR IF THE C) oo o D BEAM IS 30 PLF OR Q z a oo MORE, TYP. w (nUol w z ooU o_ (n Doo W W �- oa —U O A/ uj U c c BEAM (WF C DA HSS) GIRDER CONN. BEAM CWF C DA HSS) GIRDER CONN. cn w + + + + + O ° BEAM ON BOTH SIDES BEAM ON ONE SIDE c� Z� NOTE: Ld NOTE: _ O O SEE CONNECTION SCHEDULE FOR MORE INFO. SEE CONNECTION SCHEDULE FOR MORE INFO. ~ z J< D D 0 o°D BOLTS–SEE 1/4" OVERSIZED ALL AROUND ES., TYP. o CONNECTION OR IF A FLUSH CONNECTION IS NEEDED � W WF STEEL BEAM / DESIRED USE A PARTIAL PENETRATION o END PLATE (MATCH KNIFE PLATE SCHEDULE BUTT WELD ALL AROUND W/ A PLATE m THICKNESS FROM CONNECTION SIZE THAT IS FLUSH TO THE TUBE o V) TS STEEL, TYP. w z C SCHEDULE) TYP. v< Y 0 V) .... _..... ....... ....... ...... ....... ... Q o TS EQ. _ Q =zp CL B MIN. z aa. EQ. ¢ P LATE EQ. o w B MIN. B MIN.` w EQ. o TS o~ ) �o B MIN. __ _ _ _ _ _ _ o Z J p _ END PLATE (MATCH KNIFE PLAT z� 0 o U.N.O THICKNESS FROM CONNECTION W SCHEDULE) TYP. r Lu z FULL HEIGHT PLATE o m NOTE: 1�4" SEE NOTE ABOVE FOR ow —I a= SEE "BEAM TO THE SIDE OF A WF BEAM W ALTERNATE WELDING z co o 0 CONNECTION" FOR MORE INFO. o w cn U w Z HSS BEAM TO THE SIDE HSS BEAM TO THE SIDE OF A TS BEAMLli NOTE: r� 00- NOTE�F A WF BEAM SEE CONNECTION SCHEDULE FOR MORE INFO. Y V w Q o? SEE CONNECTION SCHEDULE FOR MORE INFO. Q W Lu0 IL 0 0 0 BOLTS–SEE CONNECTION D D c U) 0 W w SCHEDULE _ c E>u o TS c, �= z z U ry EQ. Lu Q 0 o � CL B MIN. 5o E PLATE EQ. w {� I— oz B MIN. m o (WF,C,DA TO THE SIDE OF A TS BEAM m 0 0 U Z OCD O U w :::>U.N.O C) �_j W LLJ o co 1/4 ctf aCL WF BEAM TO THE SIDE OF A TS BEAM a mz NOTE: SEE CONNECTION SCHEDULE FOR MORE INFO. z z� w _o w C TYPICAL SEAM CONNECTIONS Of CD g 1 `Dn 15 `L U O W m U)V a W �- LuU C7 W w �Q OV }w � w p OCD z O W _ mp Q 0C w i m z v Q w w o- z o! 0o O w z Li cn V) o _- ~ w p U m a 0 O W N a z H mu w m Q 04 Z O p n �Q Q a= m J F- Mi Q z� O Q U � � J m o Z m N Q En� w � Q H I- o OC w w w W cf) �-�- J m m cn m N Ld t- w La N a N M O W a ¢ U a o a o _ m M o 0 c� wcn z iz m m Z �'' in in z z a z oLd wa �r Q w w m c� c� � amc-',� mo z of Q 00 o a° n UQ t, c� ori N co ri N N N N N N N N �_ cr_ �- � �- N E O N Z� d. 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RAE �O � (nnu) FO TION PLAN ® ® STRUCTURAL ENGINEERING „ W ■ C) 1320 W.HERNDON AVE.SUITE 101 cn FRESNO,CALIFORNIA 93711 EXPIRATION DATE: 6-30-2014 w J SCALE: 332 11 = I -O 11 PHONE:(559}222-960(?FAX:(559)222-9633 Qa l >-(� z z <0 r.."', _I ____", _,-i . ctf�_ : ., "." F ,, ! : 11 ,, : � I %1, ,�, : 0 \ / \ / : LL E rio,"'ll"ll � : "I / I i \ / : �,;_ -$ : : �__ Sim. : \ / I I %I I? : ELI : I e : �9 z ��2 . \/ � I , . 0 10 LLJ (N) � x6xl/4 : cn . 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CENTERED - 41----------w o 0 0 ' I vi ` z , rr€_ O / � � p � � 11 ll (N) 2x JOIST PER PLAN Y � fY Z V) "/"1 A O �+' r1 �j a 0� / REF. FOOTING SCHEDULE 1/52.1 REF. FOOTING SCHEDULE 1/52.1 (N) 2x BLOCKING W/ A35'S Z W Of� EA. BLOCK Q w o err wo wcd ` , j CONCRETE SHALL TRANS. RE I NF. w �v ° BE PLACED BEFORE GONGRETE SHALL , w Mi Q •� SLABS ARE PLACED - BE PLACED BEFORE o �..� TRANS. RE I NF. w �' �.i SLABS ARE PLACED s w t{1 'i 0 Z ` 0 V a '� N #4 DOWELS TYP. SEAM LINE DIRECTION ,j tt A35 EA J015T ci ww N _ _p i Q t- r LL U.1 w z O __ --�.______ o � z � j SEAM LINE DIRECTION - - O w �` z O O m to _ o tv C)W �. = z _� _ _---- _� _ __ _ _ _ ____ DSL. T PLATE o 0 Ld- ``� c>1 I= p O O m o ......................... ............. ........... ............................. I/ " -MOLDED w zo U) O O u- JOINT FILLER 'cad. Q n w � . � p 1/2" PRE-MOLDED t SEE FOUNDATION PLAN w —� o< u- JOINT FILLER FOR BASE fE I NFO. � i a CD� �' ; � u" SEE FOUNDATION PLAN _ � o rn R BASE fE INFO. SEE FOUNDATION PLAN o � �*. i FOR COLUMN I NFO. w SEE FOUNDATION PLAN 2x6 Ib" O.G. STUDS C) 0°z �, ' FOR COLUMN INFO. Q° ! KEY JOINT OR SAW GUT w �? •� + U) U)z j� KEY JOINT OR SAW GUT A + Zed ry �%o , A rc SEE FOUNDATION PLAN v �" V N O�- - FOR COLUMN INFO. 01\ z z rc € € 2x6 DIA6. BRACE w a o tt � N 11 _ 1 SEE FOUNDATION PLAN 1 �-- FLATWORK PER ARCHIL c'? ¢ O (3) #4 DWOELS ® EA. FTG. SIDE YV/ 4 MIN. EMBED. € z z € J _4 �r FOR COLUMN INFO. FLATWORK PER ARCHIL, m °�' d N C�J \, Q Z? � �, INTO (E) SLAB YV/ HILTI O Q > �. �•� HIT-RE-500-SD EPDXY Q ` (EJ GONG. SLAB € \ < € a z o �.� € \ (E} GONG. SLAB -J ° ° a , a a = ('N) 1/2" APA RATED PLY W/ IOd 0 6" a Z< ' Q v d ' a dD O.G. ALL ED 0E5 $ 12" O.G. AT FIELD w v 1 E d . € ` • v \ — . ° ° v _ o •`.:•^";..•'. . . . .: — — � � III v . . ",� 5� FOUNDATION PLAN — a =€ —_ — — - -j. I REP , I I;I I=1 I \ ° I—, — — — 11-1111 AND SOILS ORT FOR ° o — — v — — — SUS-SCAR LAYERS AND I=III / 11= - _ � _ I I—III—III a I I - -� 1_I=1 I v .000, Ld _ _ D Q =1 I —II=1 I °� ° • —E PLACEMENT INFO., TYP. d© �,��i�i4 - � Ing., I — d - 1 1/2" 4000 P51 NO III ° a4 d ° € I (� m - _III SEE FOUNDATION LL \ / III= SHRINK GROUT = 1 I 4 v ° ° o o `.. a — PLAN FOR 5UWPADE • z . —� LLJ TOP -71 T. AND INFO., TYP. a v v z>_ `*,� 1 I a ° , ° HORI Z RE I NFORC I N z J Of Q � a a PER PLAN 311 0 cp Z°' � L w �: L (N) 4x8 NAILER W/ 5/8" AB ® Ib" A55 EA. STUD mw _ O.G. W/ 6 MIN. EMBED. INTO (E) WALL w€- i' `�" .00 3 BOTTOM LON61 T. AND SEE FOUNDATION PLAN FOR DIM. YV/ HILTI H I T-85500-5D ��`', ``' o= �' L HORI Z REINFORCING "All 11 EN ~`~ tY~ n a m SEE FOUNDATION PLAN FOR DIM. PER PLAN B a J J w Z ,� "All 11 '• s V) Lu SEE FOUNDATION PLAN Q =Z ` SEE FOUNDATION PLAN E FOR COLUMN INFO. V) ~n i FOR COLUMN INFO. W o Ld I/4 ; (E) GONG. WALL z w /Irk� ti 3 W FLATWORK PER ARCH'L D ; FLATWORK PER ARCH'L o z � k C)4— n € W z € DETAIL Q DETAIL € Z!'F- cr v° E V C) 5GALE:N.T.S = e v SCALE: I" = I'-O 11 to v zw v v THREADED v Q IITII 0 Z fn= NOTE: THREADED v Q ° IIT11 PORTION OF = DO NOT INSTALL SEND PLATE IF PORTION OF :"; :`: ! - ANCHOR ° d v d m Ez o GIRDER TRUSS 15 CONNECTED ANCHOR ° d v Q cn BOLTS J v d ° NOTE; Ld w TO GONGcuf) . WALL DIRECTLY SOLT5 ° v SEE ARCHIL. DW65 FOR MTL. DECK INFO. w z ( GONG. WALL � ° v ° v Q /] v 4 ° v °4 w V ILL �_ ° Q SPLICE BAR IF PERIMETER a < W Z SHEATH I NC PER PLAN €- CONNECTION TO REMAIN SPL I GE BAR IF PERIMETER 1 1/2" NOMI NAL H I GH STRENGTH FOOTING REBAR NEEDS TO J + �/ �- ------------•--------- ------------------------------------------------------ BE SPL I GED ® STEEL COLUMN J O 00 - Y f I I/2" NOMINAL HIGH SETH FOOTING REBAR NEEDS TO NON-SHRINK GROUT W.F.\/.IFIF GIRDER IS BE SPLICED ® STEEL COLUMN LOCATIONS _ 1 NON-SHRINK GROUT > CONNECTED TO WALL I ------------------------ f--` LOCATIONS 2x JOIST PER PLAN V) O o� �- C ......-•.....••••------------------------------------------------------------------------------- �'r 5 0 4- BOLTS BASE PLATE z Z .... ....... ...... �rr,`'`r r ��` C® 8- BOLTS BASE PLAT`�J^''�'�. ,-�'�"`'�..,•----^.,�-�....,-.�� .�.�� ( } w r cl r y r 'y IIN11 Lu O „N,1 o TYP r r pw 1/4 rr'r rr .�r ool IIx" z -- w rr�ry I/4 ,�'rr`� (E) 61 RDER TRUSS TO X ;� EQ EQ X �l TYP. H2.5 EA. 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PER PLAN fr p �•. p z z ( ; i W OU)cr tLLJ III LA 0_ t � Q w tf t CDQ o� DETAIL DETAIL DETAIL Vw m ��' SCALE:N.T.S SCALE:N.T.5 SCALE: 111 = 1'-0" + €- `�w + m .8� v °w x z: w �< Y LL_ 5/8"� THREADED RODS 1 L 3x3x5/Ib 016" O.G., U.N.D. P05T GAP PER 6/55.1 o w a° W/ HILTI RE500-9D EPDXY, � C " m o TYP. ICG E5R # 2322 _ � � It U CONT. INSP. REQID. 2 1/4 COLUMN PER PLAN o } J m (E) PILASTER TO REMAI N w SEE I/- FDR z � � Cr Of n PF BEAM I NFO. `� D_ o I/4 2 5 0 LLI z n a a v 7n n f 4 a a 4 1/2" GUSSET PLATES - ,.�.,` o z II w w _ n a a 4 da n n �f cn O u n f � s� « a a � � ,� �, 24 O.G. PE w. f �i ° n , a 2 :2 � TAIL Lu . . .W r, .t o '$' a R w s •i � � a `= :i u a d a a h a n !} n 1/4 I....' ,1�, t F 2 '}+� m s a �`. a n .? a v E — lu `y SCALE: 111 —• I I-0" i— O Z a A s a x n b a a Z < € € •� o W N (� a,(• n a R n s a i Q II ,� e '., n a a s a r a !: � ' n `Y,d V 4 f ` Z — m �, �EEf+PLAWFOR INFO. -,. a a ......... ........................... J . - - r n Lbx4x5/8 W/ 3/4" A36 TYP. J O m .t "� / ,\ a 'i=": n TYP., a THRED RODS ® 24" O.G. W/ 51, A = "' Z� n a d a 'n ` � n 6 MIN. EMBED. INTO. (E) GONG. (/) o} 4 n t o p / HSS 12x6x5/I6 s a j44 WALL W/ HILTI o " n 'yn ... : n s ,, p Q e a .... ..... ...... ....... ....... ....... = HIT-RE-500-SD EPDXY 5/16 2-6 a a _ � ` ° od a a e e e ee ' 4 m J � n n 4 ¢ e e e a 4 e d u ` N a w n EDGE OF OPENING IN EDGE OF OPENING IN o J 4 _ b d` e eda '-y` CONCRETE WALL CONCRETE WALL 24" TYP. V e ' Zn e e e • m 1 0.t G O m Z) o A e O Z q V) e e d e — — D w e a a A Q.' —i /� n d VJ H r z x d ea a ee e a a a <, a O I/4 Q Y ¢ Z Z d r d v a e e n ...... ...... ....... ....... ...... ....... .... ....... ....... ...... ....... ...... ....... ....... ....... ....... a 4 s IIL I'— w w 4 m w �4 a O 4 a a e e < e C e a e < e a de e d a b n s 0 W J J a z ( z � d e e ••' a � Q � Q O ./ r e d s ' N ;' v "°�`�; n �, }-- LL Q Q w d {Z ) s e o w z . Im � Q d ! a J .. n Y- DETAIL m m (� > > Z w_� _1 d e ! e e o e a a x x, HSS xbx DO-OR SUPPORT n n v, v, z Z ,-- Z w 11 a 4 e e e M N.T.5. z Z V ry A -� A5OV E ELECTRIC F 4 NV 0 w 2 w 2 E LL ' e a Q cC n w>_ e e a a d OOR OPEN I NC COORD I NATE x� n < _ v 0 v rL m 0 m 0 fY m 4 e e • e d a 0 ARCHIL DWGS '' "� � r."r ..` fes..^�+f ...../�.. .�••.. 4 e e e 4 ^ O w n d e < e d a - o \• :y 4 1/2" PLATE H/ 3-3/4"0 x 6" , `� O e a e d e e a lu !� MIN. EMBED. THREADED r �Z a Z. � c ed � t , � �' a a � Y w° 4 e e e a \ = Q, Q. r. RODS W/ HILTI RE500-,D w W N N N N N N N N Q C d 4 e d Lj '% r 7 P r r r 7 7 C)� a e • EPDXY, TTP. I GG ESR # <� m Q r: m 0 r; co cfl I O Q O N O 2322 CONT. (NSP. REGD. j Q• a• E n �: �; ,- �, �; o_ (N) INFILL PER 1 O$/S5.I _ z - a: (E) GONG. PILASTER b (E) GONG. PILASTER w z I/4 E N ` ~ N d w SEE PLAN FOR D I M. - AL50 5E a = .........J , i w fV a o ARCH'L PLAN5 FOR MORE I NFO. - = s a Z� N O a a 1/4 cn I/4 z PA/PM: _ ---------------; € o w O v DRAWN BY: PH Lill BYA JOB NO 12109 Q f_ 7 DETAIL € 11 11 ��rA GINIn € E 3/8 PLATE H/ 2-51b"0 x C� l2fSCALE:N.T.S 11 w �' 71 cn Q 4 MIN. EMBED. THREADED o z 1/4NH55 SEAM PER ?/- RODS H/ HILTI RE500-50 Q SHEET EPDXY, TYP. I GG ESR # ON U, CD Q A O 2322 CONT. INSP. REG2'D. v n Q� z Q W r ^ ® BRAD YOUNG & ASSOCIATES, INC. 7� }, RAE (0 0 wV) f , ® STRUCTURAL ENGINEERING "r` w 510 0 n DETAIL DETAIL 1320 W.HERNDON AVE.SUTTE 101 Ld J t FRESNO,CALIFORNIA 93711 EXPIRATION DATE: 6-30-2014 w IN.T.S. .T.S. PHONE:(559)222-9600 FAX:(559)222-9633 • ^•tet......-''�•....,./'^-.'rr >- ui Z z d O 0BREAK OUT THE EX I ST I NC CONCRETE PILASTER Y ru pU AROUND THE EX 15TI NC REBAR FOR 12" TO I S" ABOVE o in THE NEIN BEAM. WELD (PRE-HEAT) THE EX I ST INO 3: W o SEE A/- ® PERPENDICULAR RF-BAR TO THE TOP OF THE NEW STEEL WITH A 1/4" W I -O THE CONTRACTOR MUST O$STRUGTI ONS TO THE ANGLE FILLET WELD ALL AROUND, TYP. AT EACH BAR Qco ry C)cn VERIFY THAT PINS WILL STRUT (IF APPL I GABLE) PLAN FOR COLUMN SPACING LL- op T- 1/4 1/4 00, ;'�' NOT PENATRATE 10 0 0 ROOF I NO OR CAUSE w V o C 4 ROOF LEAKS o u _ TMP- I" 5G2UARE BAR xb" (N) <4x4x1/4 A36 ANGLE 5 5 5 Q __--_______ W/ 3/8° CHAMFER ES OF TUBE - - - LLJ z 0- CORNERED TO TMP- = 0 T5 o V zo o BEAM AVOID THE EX I STI NC (E) STEEL DECK U a TO TUBE LD , TUBE WE A ry w cv 1/4 , ( P I LyASTE1 TO BE GUT AT n _ t t ` THE TO-THE (I) PTEEL BEAM . Q O .�h G X <,{ P .7 mi 4 ` wk — ry � •80L w �. ® WF 4 1 X: x ,} oo �1! �` % ,? z BEAM ...' ry - ,x >: � ID (E) CONCRETE T YP. wTYP a5 a- o rB TYP. _ #12 TEK SCREWS ® A. DOWN FLUTE,USE BEAM 5HOWN IN m - TYP. (20 SCREWS IN) OR I/Sxl/2" I`LL •- 0 DETAIL I/- in n O v w FILLET WELD ® E . DOWN FLUTE �' <, IJ J cu o<L1 2.. GON GTORS OPTION. <r ...... ...... ..... ..... ...... ....... ...... . J : . E3 —� rA.1 H55 14xbx 1/2 0 a / 1/4 J f a r (E) GONG. LWISx46 m a_ �, 12�_0�l MIN. x TMP. 7A► 1 ;3 0 HSS BEAM �, w W 41 7B O v wm (N) r7 WF LINTEL BEAM SEE 12/54.5 FOR COLUMN INFO. f - 55.5 TYf'. z m '� ,� QC � 00 z ' ` `' TYP. O = .ern =OU " _ __ c �} \ .��.Y � ' m r _ 3/8 PLATE = STIFF. E.S. 3 �, m x Q o 2 4 X I Z(N) �.:, HSSbx4x5/16� l x N x' X z ~ ° o z OF NEB 3 x x SLIDING DOOR x - -. N x -� `9° SUPPORTS TYP. -" 2 0- N m�- 6 ® ( Dcu -r.i,P OPENING `' _ -4 cu ate`. rn OF 3 :`�cr- ti N X N . i . V � u �Ua N 11 j 3 a .z l — �� < Q w ,° U N eq z~ THE CONTRACTOR MUST VERIFY SEE A/- ® '"t 4 m '�' � o N 1/4 ``'O - , s x THAT SCREWS WILL NOT PENETRATE PERPENDICULAR TYP. 6 • I '��. w `"° J � U 3 hR ,� '' to '' ' z�� J cd Qr . bA U N cn 04'-w J 112" HIGH ' ' �; ROOFING OR CAUSE ROOF LEAKS OBSTRUCTIONS TO - s-r'r r z a / 3 THE ANC LE STRUT (I F cn r o STRENGTH DRY ' ' j HILTI X-U SHOT PINS ® EA. DOWN FLUTE, Q> PACK + ; TYP. (20 SCREWS MIN) OR 1/Sx I/2" APPL I GABLE) SEE U o , I/4 FILLET WELD ® EA. DOWN FLUTE PLANS RGH L Q (n Z j <? z m z a SEE 1B/- FOR (N) 3 j CONTRACTORS OPTION. FOR INFO. w ....................................................................... 5 I/2 SEE PLAN FOR DIM. - ALSO SEE 5 I/2.. u COLUMN .................:::::;. ..................._........ �� u ``'z (2) 5/8"cbx8" EMBED t t " ARCH'L PLANS FOR MORE I NFO. o 700 A.B. 4 (E) GONG. WALL t I `' Q a t r o Lj Ln � KA.3� j :4� DETAIL D a A (N) 3x3x3/16 A36 /i ANGLE. WELD EA. , i ,r CD SCALE: I = I -O o 0 END TO (E) JOIST. 1/4 w z (E) CONCRETE (N) STOREFRONT 0 o WALL SEE B/- FOR MORE13 I6 _ Z>- 1/2 SEE I/- FOR o i COLUMN INFO. Q zm 12'-0" MIN. 3 9 �, � Lu o L4x4xl/4x0'-4" W/ 3/4"�x6" SEE 1$2/54.5 FOR COLUMN INFO. °� w w~ I I/2" SEE FOUNDATION PLAN FOR (E) GMU 3/4"x 7"xl2" BASE PLATE 1/4 MIN. EMBED. INTO ( ) GONG. WALL W/ A w _....................................... HILTI HI-RE-500-SD ® 16" O.G. ALTERNATE WALL INFD. - m 0 ANGLE 51DE n I I/2" I I/2" Q Q V, Ct 10" MIN. 4" (MAX K'6 c=r, ------. SEE I/- FOR COLUMN 3/I6 Q 3/8" PLATE ................................................ ........................... .....-----------..................................... w z SEE I/- FOR MORE INFO. INFO. Z =g Cw AUXILIARY WEB TOPOr (E) SLAB o 2�� 1/4 MEMBER TYP. a (N) �...:........... 'l.r......I....�.... y IS INTO (N) F TING Z V) SEE I/- FOR COLUMN HVAC SUPPORT i ,E f � Z T- INFO. CHANNELS _ r l Q O O t ,rrtr !r r h� �` w U v i rr � w w u i rjl� rr `` ` " v ■ Q Z Z p_ (E) CONCRETE WALL I/8 I-2 2 3 4 � THRE D D w o z t Llir1r`fl� ............................................................•---------....................-----........................................................................................................... O J 0 m j ! Z— < = ......................3.....,1� rr d I/8 w pZ� Q ,_t NOTCH CORNER OF PLATE w w cn <3x3x5/Ib ®16 O.C. W/ 5/8 ® WEBS 4 INCREASE 0 � °� DIA. THREADED RODS, TYP. PLATE LENGTH BY LENGTH a OF THE NOTCH DETAIL Y o� 2 z = 1-6 1/4 ROOF JOIST N.T.5. ¢ W o- 10 (E) U ry 0- _ 3 Q B C!) TYP. cn I I/2" w O s, Z OT C C1 z (E) CONCRETE WALL o z TYP. z d- , 1-.2 3/I6 b Q 0 1-6 1/4 WELD EA. END TO (E) JO 15T a Jo w 11 W/ 3/16" FILLET WELD, TMP. 3'-O" MIN. `3 w > 3/8 x0-4 PLATE SEE 5/5A AT LOACTIONS WHERE 100 If (N) OPNG Z } USE o z a 12" O.G. DETAIL IM SHOWN I N I st TRU55 OBSTRUCT COLUMN 3/4"xb I/2"x I/2" BASE PLATE I/4 a} <5x3x1/4 A36 ANGLE LLV INSTALLATION �, x m wm I a. GOVT. PLATE LA I . U z EA. SIDE 5/16 2-12 SEE I/- FOR Q 6 `' COLUMN ):.NFO. 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'�� Z= SEE PLAN FOR N FOOTING WIDTH-(SPECIFIED WIDTH DOES NOT INCLUDE ) `C,� G1 BYA JOB NO.: 12109 FOOTI NO W I DTH (1e: PLAN SPECIFIED W I DTH, +(E) FOOTING WI DTH = TOTAL WI DTH)) ��t2 ry DETAIL a ry Z: SHEET NOTE: SCALE:I"=I'-O" o N Q O SEE DETAIL 4/55.4 AT LOCATIONS WHERE NO EX 15T I NC FOOTING z w= ® BELOW WALL5 15 PRESENT o ® BRAD YOUNG & ASSOCIATES, INC. 4�), RAE yO Df Qw , ® STRUCTURAL ENGINEERING 0 5m3 EQv'RE® DETAIL DETAILLu 1320 W.HERNDON AVE.SUITE 101 V) FRESNO,CALIFORNIA 43711 EXPIRATION DATE: 6-30-2014 w J PHONE:(559)222-9600 FAX:(559)222-9633 Q 0- N.T.S. }L� z QO °U Y w � ry 0 49 o w SEE 3/- FOR INFO WHEN Q` <3x3x5/16 �8" O.G. E.S. V j a w PANEL JOINT OCCURS 5�� MIN' f° OF COLUMN, U.N.O. 0 6 EG. SPACES a� w o T 2" 8.. 15 8.. 8.. x I/4 w U� rr o (1V) METAL DECK - SEE ROOF 2 2" 01 °w I/8" 1-6 FRAMING PLAN FOR DECK .7 t �� G15x55A A36 SEE I/- FOR i z CONNECTION `� Y' I :: �, I 5" ' CHANNEL W/ 5/8" 5/8"0 THREADED GO O. Qt j x 5 EMBED W/ RODS W/ HILTI �■•�• zA'A �� 11 � �� GLR. 4 HILTI RE500-5D RE500-5D o o I6ga. CLOSURE ANGLE Lu 4 MIN. cn Q �r �} _ ... ...... ....... ......EPDXY_ .... EPDXY, TYP. 5 � p U r1Km EMBEDMENT MIN. 2'� 2" 1 Lu W O O O O 5" MIN O O O O F v O �;z „ ® W z o GLR. I/4 O O O O O O ° 4 0 � z m V) ...... ...... ....... ....... ...... ... A CD c:3 o SEE ROOF FRAMING = W o 3 <n Q o w PLAN FOR BEAM INFO. m t V I .�' U ALL NEW OPENING CORNERS A I O CONCRETE PILASTER u ^i ® as O � I ” SEE C/- FOR INFO WHERE OCCURS J o :�� wf SHALL BE GORED AND CHIPPED f� � < �� SQUARE. OPEN I NGS SHALL NOT I WHEN 0 N I NO 15 o OVER OUT, TYP. ® ALL NEYV `' I I NTERU D BY A A m Q LL OPENINGS. t p 4 TUBE STEEL n o `` �� I u COLUMN, TYP. <3x3x5/I6 08" w DETAIL TYP 5" MIN. O.G. E.S. OF w ~ SCALE: 111 11-D II ,1 •' COLUMN, U.N.O. a 1 o m v `` r� TMP 1/4z co co" a Q 00 O 1 a 1/4 �, 4 _ O p � R �w (N) METAL DECK - SEE ROOF �t �� ; U) FRAMING PLAN FOR DECK � } F� 5/8"(P THREADED a -4 SEE i/- FOR o 0 = CONNECTION INFO. z �' RODS YV/ HILTI COLUMN INFO. 1.4 Of _ _ _ ,Y (E) CONCRE �' RE500-5D v o `�' N v .c ° ...... ....... ...... ....... ....... ....... ....... ...... ....... ...... p, 4 � � '� EPDXY, TYP. 5 4 '" � .� � 0` a" �Q O t p :: p `� I I 16" MIN. WHEN EMBEDMENT MIN. • ' ° �' zzlu II PANEL JOINT IS b � °�,' ,off u N � c� v elln RS 13, •� bA u N CO �w Z< SEE ARGH'L PLAN O *7 I I 115MIN. GLR. WHEN d cn FOR MORE INFO. I I NEXT TO PANEL �s` SEE I/- FOR ff 1''I JOINT, TYP. E.5. OF COLUMN I NFO. 0 a z z SEE ROOF FRAMINCC A ' " O � �� f; ,,I I OPENING 0 • PLAN FOR BEAM INFO. J � NE O KING �' I I � (E) CONCRETE w Z Cbx 13 A36 I I PILASTER WHERE - CHANNEL W/ I I OCCURS CT V V V 5 b"4) x 5' EMBED. � 3 w Q w W/ HILTI RE-500 1 B U DETAIL8 = SD EPDXY ® r2" O �� O 06x13 r 36 CHANNEL W,/ _(n V O.G. TYP. ' I I ,` '��' S/8"�D x 5" EMBED. W/ HILTI DI-L Q SCALE: 1" = 1'-0" t18 < 11 .R t `" -5 -SD EPDXY ® 12" DETAIL w I I o.C. rr . °0 n I I N.T.S. wz Q r It /O pS HILTI X-U SHOT PINS �� G16 Z m ® 12" O.G. TYP. 41� N �" H55 4x4x COL.PLAN—~ 0 t �, _ 6005162-43 STUDS I69a. TRACK W/ 5/8" �' <� I I i SEE I/- FOR COLUMN INFO. w 0 16" O.G. A.B. ® 24" O.G. _ ` SEE H/- I F SILL 15 �' 1 I ¢. OF TUBE COLUMN �'- DAMAGED OR UNEVEN O _ ,a II `4 ( ) SLAB rid- i3 ,.M SEE FOUNDATION PLAN FOR LLJ o C (E) WALL INFO. i #4 CONT. TYP. Q Cw + T + + + _ W - i W� N °Y " { SEL�NTERIOR co 14411 (N) HSS COL. 144 MAX. (E) EXTERIOR #4 CONT. { _ PER PLAN (1� H55 COL PER SLAB ~w I I PLAN W + + L11 + ISga. TRACK W/ #I O SMS a T- Z I I b" O.G. TYP. ISga. TRACK W/ 2- , ° HILTI X-U SHOT PINS �o bi U LIJ rc z - q0� HOOK TYP. �t �!O°' HOOK TYP. o GONG. FOOTING DETAIL # SEE FOUNDATION PLAN ES USE HILTI RE500-5D �° 2 MIN. 4 GOVT. TYP. Z6 N.T.S. EPDXY 0 NEW #5 d bi- NP• VERIFY BOTTOM BARS THAT PASS 4"x3/S" 50. PLATE —� o m FOUNDATION OF FOOTING IS THROUGH THE Q o A ISga. TRACK BELOW FR05T EXISTING WALL TYP. z o otf LINE o Lu z w TYP. • • • • THE BOTTOM OF THE NEIN v U) 6005162-43 I-2 3/16 w � STUDS ® 161, O.G. FOOTING MUST BE BELOW THE � o - WELD EA. END TO (E) JO 15T ADPL I GABLE FROST LINE FOR YV/ 3/I b FILLET WELD, TYP. THIS STRUCTURE, TYP. Q W z � U � o- t 0 o TO� #4 REBAR 12"o.c• #4 CONT. ®12" O.G., TYP. .L U) 0 w B <bx4x5/I6 A36 ANGLE LLV cn w O A ' O= z ❑ o z DETAL (E) STEEL JOIST SEE PLAN FOR (I� FOOT I NO W I DTH (SPECIFIED W I DTH DOES NOT INCLUDE ) _ ` ; (WHERE OCCURS) OOTI NG WI DTH (1c: PLAN SPECIFIED WI DTH, +(E) FOOTING WI DTH = TOTAL WI D )) Q _ , o rn o SCALE: 1" = 1'_0•' . , L✓ J t ADD'L L4X AT ( ) ROOF BETWEEN GRIDS 6 4 '1 WF BM5 DETAILry o a (N) L4x4xl/4x0'-5" W-(I) 3/4" 0 AB X 5" T•rP. 1-2 3/Ib O O �, .� EMBED W/ HILTI RE500 SD EPDXY 2 f N.T.S. -22 �� z NOTCH AROUND OBSTRUCTION ` 3" MAX. EA. WAY CD BOTTOM OF ROOF DEGK/LEDCEIR Q W U J CD 211211 611 211 /11 211 411 411 n11 /11 211 9) 211211 w °' TYP `� V L rJ o� I/4 `� ; : f - (E) CONCRETE cr `t E, � 0 x SEE ELEVATION FOR COLUMN INFO. HALL _ m z cN ' 3/S" GAP PLATE . O 4 m (3 f 3/g G 12X20."7 1-3 1/4 iz ZD MEw CD a w 'o °W `% m V)� Z Q W 01 <3x"TxI/2 BENT PLATE E.5. OF THE BEAM WEB0L F( ` Ljj Z W/ (2) 3/4" AB x 5" EMBED YV/ HILTI 2" CONCRETE J w RE5005D EPDXY ® EA. ANGLE (4 TOTAL) YV/ K Y�1AL L 5/8" x 6" EMBED BOLT CAGE 8". FIELD LOCATE PLATES ' m THREADED RODS W/ HILTI 0 w `` CONNECTIONS 1/4 RE500-5D EPDXY, TYP. PANEL JOINT c " Of w Y zd mo 1/4 Q LL ° O 3/8" CAP PLATE THE TOP OF THE NEW WALL OPENING THE ROOF W w >- m ,...., z Qf D �`' �. u 2-4 5/16 , Q w w 3/S zof 0 O {� f 2-4 5/16 I O o w z10 DEFTALSEE 1/5.6 FOR COLUMN INFO. o z m PANEL JOINT G- Ld _- SCALE: I" = ILu '-O" O D W O O m }Q EG. I EG. ` o W N —r— DETAIL .� �� o N Lu e. O O N.T.S. �t 2 2 (,> O D z ROOF SHEATHINC `y Q EN Q a PER PLAN `' I I/4 M 0z Q E s E DECK CONNECTION PER PLAN �� Q m o z LGU3.25-SD3 TYP. EA. JOIST— r_ ._ - , A 7114 w �� Q � ¢ F- o x5/16 ®16 O.G., TYP. Y z z (1� STEEL DECK �W m44. € CONCRETE WALL) x 6" EMBED a o ¢ a V) W f (1`U CHANNEL THREADED RODS W/ HILTI = M � w wcn w z ROOF JOIST PER PLAN ,y FROM E/- RE500-SD EPDXY, TYP. ? ? z of :M z z w— 4 � t _ .� r r € ;4 THREADED ODS ®x16" O.G. O C C J O J L- � �n Vl 1- Z H- w YV/ HILTI RE500 5D EPDXY �y z m (N) 4x12 LEDGER YV/ 2- u EKB THE MIDDLE OF THE WALL ABOVE THE NEW OPENING " a m " °° u °`` 3/4"(P THREADED ROD ® b" `�_ o z O.G. W/ 6" EMBED INTO s (E) CONCRETE WALL a° (E) GONG. WALL W/ HILTI U V w Q N 0 ori c- w N to r- I w .— W N N N N N N N N o_ HIT-RE-500-SD EPDXY � o •- *- N �- O N O z o- iri co cd t� ao rn 0 0 0 0 0 0 0 �w w z� z 0- Ljj 0� DETAIL0f DETAIL DETAIL a SCALE: I" = 1'-O" SCALE: I" = I'—O" N.T.S. z PA/PM: cnw z� w v DRAWN BY: PH w QEDLj- z T ��'�� C7� w BYA JOB NO.: 12109 f 71273Pi v¢i w z¢ w z O 0 < SHEET wQ v� ory� z Q w ® BRAD YOUNG & ASSOCIATES, INC. �t`y RAE `lO o Wo , ® STRUCTURAL ENGINEERING " w 5w 2 1320 W.HERNDON AVE.SUITE 101 o' FRESNO,CALIFORNIA 93711 EXPIRATION DATE: 6-30-2014 w J D PHONE:(559)222-9600 FAX:(559)222-9533 <C 0- >- ui z z < 0 0ry U LL- F- z 0 1/4 0 0 Lij Lu ry 1/4 (N) MTL. DECK AS OCCURS PER < ca o- LLJ ARCH. DP4675 0 LL- Lbxbx5/1(o TOP 6 BOTTOM / 0 1/4 U (N) PLYWOOD PER PLAN EN ca ry Ld 0 (N) 2x DECKING PLAN (N) 2x BLOCK INC7 A55 :2.z HS5 COL. 0-1 ry < EA.-�LOCKIN67 I I I I E o op 1/2 MAX. OAP ...................... .............. ..................................... -------- ...................... Li n .......)........ 71 Mi E Ld 0 Mi z C) 0 oc) U) ............ ............. ............. ............. ............. ............ ............. ............. ............. ............. ............. 0 Ld Ld I LLj a- F-- Pux CANT. BEAM 0 >- LL HSS BEAM z 0 MR PALN cm < (N) Y412x MR PLAN bj ry 0 W o 1/4 lol- BEAM TO BEAM SEE 115116 (N) RJOF J015T PER PLAN a_ cn 1/4 (N) 2x FASCIA PER m 0 H25 CLIPS EA. JOIST (N) V41bx PER PLAN AROH'L DP405 0 U W ca C) A55 EA. 51DE EA. J015T < ry < Ld 0 m a_ TRIMEER -muss 0 LL- TAIL DETAIL 0 (f) F- 8 L S6ALE F- M V) 0 Z ON cf) -i cf) oc) -1 0 < V, Ld ON F-- 114 r�s 0 F-- Z F- b ;-q T a- \,S7.2/ (Z --4 1 :07 Cd 0 u N (u 0 cq a) C L F T 0 1�4 (If 11 V)< m rp 0 )4 • C) z z LLJ .54 Ld V4 co -4 (m Lfj :F (u 5 Ld ca --. C t-4 �o -.4 m < (z pq • No u N in 04%.w z< 1/2" SASE PLATE K/(2) of Ln 1/2" 40 x 2" END. HILTI cn ff > r,5-TZ E.%Qv. ANCHORS< DETAIL -0 V) z CASE "A" SCALE: 1" 1'-0 z a- 0 L.1i U) u W z 0 N In EwsE PLATE W 2- Exp. Lo vi ANCHORS C) 2- 45 CONT. < 0 1/4 V) cn % < CD LL V., 0 0 7) Ld Ld z 0 i/4N F-- z 0 z ASE "B" 0 z 0 Lu M D!f ui > 0 Nc)TE-. bi (If #5 ® 1611 O.G. HORZ. CD a- u5E 0 x 2" EMB. HILTI K5--12 ANCHOR5 [CC ESR#10111 6" FULLY REINFORCED c Z 0 A4� )�c n cn CMU WALL, SEE ARCH. w Z < DP465 FOR ADDL. INFO. C) cn ry V) 0 \#5 ® 161, O.G. VERT. z < 0 1 Z HSS COL. PER PLAN z 0- U) � w Q LLJ Mi Y�B Z 0 rA 0 (E) CONC. SLAB C) Lu w -i In Z < z 0 0 U) 0 #4X24 DOWELS 02411 O.G. K/ 411 MIN. 0 EMBED INTO (E) CONC. SLAB Lu > w > K/ HILTI HIT-RE-500-SD 0 M i z - 0 LLJ < (E) GONG. SLAB 11 0 4 C) fn z ry z o Ld kk- c) Ld Cn 4 u LLI Z V) < VERTICAL DOWELS TO MATCH D �- DETAIL < 0 C) 0 5Q r' < VERTICAL WALL BAR NUMBER, a- 0 o SPAOINO 4 SIZE. LLJ LL- N z 0- (N) L4x PER PALN • • • 00 LL- lu LLj Ld z Wo wo 4 < 4 < < n (E) STEEL DECK #5 Ib" O.C. < V) ci n < IL 0 Zz .......................................................................................................................................... .............. .....-...... < < z 0 LL < - LL n 0 1 F tu LLI 0 > = 0 Lij :z: > LLJ Ld ci z ( �-- LLJ SEE FNV. PLAN FOR 51ZE 4 REINF. bi H55 COL. PER PLAN 0 z 0 (E) STEEL TRUSS C) DETAIL SCALE:I"=1'-0" < cn A L L4x4xi/4x0'-4" K/ (1) 5/4" (P HILTI K5-5 Ilb" CONT. CLOSURE PLATE K/ 4 515" MIN. EMBED. -0 ui Cn r�, Lu LU AS REQ (N) 1 1/2" B DECK PER PLAN (If I- CD Li < C) 1/4" CONT. PLATE o Lj K/ 5/4"(P x0l" STUD BOLTS m cn DETAIL (N) YOX PER PLAN < D ® 32 O.G. I Or ® 4-01 O.C.I. a- Ld 2- #5 CONT. 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Z m Z H55 BEAM MR PLAN < () H55 BEAM A5 0CCLlR5 < 0 w N 4 51b o C) TlrP 1/4 cl W in p NOTE: < 04 3: 0- SEE ROOF PLAN FOR 0 1 1 1 1 1 1 0 DECK CONNECTION 0 Lu z < In => < z 0 V) < 0 co (if z < D 0 m V) Z) w OETAIL iOETAIL Ld ry CD 11 I-011 < GALE: I I OCALE:1 z z ui w c) m z z 0 w w 0 M Lu Z ckf m m V) V) >- D z z Ld 0- v=iw (Y z z a z 0 0- w< D m :3 D u- [if o a- m u m o [if 1 11 1 0 LL < 0 0 Lli Z 0 w N N N N N N N N Ld V) a_ V) 0 0 0 r- w r- 0 p- - — CN 0 04 0 Z ctf o L6 cd c6 06 c; 0 0 0 0 0 0 0 LLJ (f) Ld z z w LLJ I— Of of < Z < V) z PA PM: (n bi 0 F7- w < DRAWN BY: PH 2�- 0 w D QED 00 BYA JOB NO.: 12109 GI a- 71 <of cil > SHEET z w < 00 0 N cn cn CD U) toed w lZ o T- < ................ Ln X", V) BRAD YOUNG & ASSOCIATES, INC. <Ld 0 LLJ V) PA STRUCTURAL ENGINEERING RAE S5m5 LD 0 w 0- 1320 W.HERJVDON AVE.SUITE 101 oll FRESNO,CALWORNIA 93711 rEXPIRATION DATE: 6-30-2014 V) 1 LLJ PHONE:(559)222-9600 FAX:(559)222-9633 >-Vl Z cr-LL� Y 0 z cn 20,_6" W z of W Q 00 1' 0' 4"x3/8" CONNECTOR TMP' _ o r5 °LL KNIFE PLATE CENTERED '; - -- o° IN THE THICKNESS OF �=n 0 -r 5 18"x16 1/2" 2OF-VI3 TOP j j 5 I/8"x16 1/2" 2OF-VI3 TOP w i z THE WOOD MEMBER W,/ A �` - `` HORD CONT. AS SHOWN CHORD CONT. AS 5HOHN a (4) 3/4 (P BOLTS TYP. _ i r-'' 1 1/2" I Li z a AS w SHORN, U.N.O. s , 3TYP. 2- I\. 2 TVP. - TVP.zU oU € o V ----- -- -- / �, -- ------- w i o_ 1 € / �_ ............ I 1 ♦ / 1 z ,4,+ 5 1/8"x7 1/2" 2OF-VI3 WEB o E ' MEMBER, TMP. ao ___ _____________j � 3 ow T1'Pe. 9 �I i TVP. �U u Ld U)o PP TYP. 1/2" PLATE `� _ / 1 I I \ o w �� 'E (lel) 6 3/4"x I6 1/2" GL LAM - rs I m ,; TVP. I s-°J° `� --- ---�` '�--- --- �' 1 TYP. cn 0 , , I i - 1 \ i l - \ I .� 1 - Q o Q 3/8 x 2 LONO — _ - �_ I d I I I I d. > SADDEL f Q If �� ,lir f m j' m TOP OF COLUMN t� _ 7 i i \ ; .�I °`��° --- 7 o° FRAMI NC = r OPP. _ /� -- ` /. I - \ \ I \ / o LU Lu LLJ _� I � I I I \. I 5 Ile) X12" 2OF-VI3 - m z / ------- / I i / I ` ;� ♦� I SUPPORT WEB z m co a o 1/4 3 (4) 3/4" 0 A307 BOLTS / I I ni I I 1 I \. w :°? I �� I I I I T I I 1 c=n , H/ 8 GAGE I ,.r I I I I w0 m .� 3 I _ z ; H55 COLUMN PER PLAN I I I I —fi. fi—. - I �. i i �- 0 o ♦ / I I „ „ i sj I/8"x15" " „ „� o 0) v o u 04 { 5 I/8 x12 ,2OF-VI3 �...�, ,��...�..�, , Q 5 I/8 x12 ,,20F-VI3 .. ... _ w o I ;`� I „ „ 't°` i� CHORD 20F-V 13 BOTTOM 4 3 CHORD 6 3/4"x 16 1/2" 2OF-4 5 I m �o �, o �' Q (/2" PLATE - 0 6 3/4 xlb I/2 20F-VI3 g CHORD GOVT. _ _ I I v k " ,- I I BRACE o w o Q. Q. „ „ _ ♦�----�/ BRAGS FOR THE ENTIRE ♦�----�/ 0° „� •� ;� o ' N N 5 I/8 x 12 20F V 13 LENGTH OF THE TYP. 4 *' r °` o, 0 1/4 SUPPORT HEB .�� TMP' Q C�J 9� I I/2 0 1/4 v' Q- 3/8" KNIFE PALTE NOTE: z cn 0 3 l/2" 0 I. ALL EXPOSED EXTERIOR WOOD MEMBERS SHALL BE MANUFACTURED FROM ALASKA YELLOW CEDAR. PROVIDE SUBMITTAL WITH MATERIAL PROPERTIES PRIOR TO ORDERING. Q 2.TRUSS MEMBERS SHALL CONFORM TO GRADE SPECIFIED. MOISTURE CONTENT AT THE TIME OF FABRICATION SHALL BE LESS THAN 1x% FOR SAWN LUMBER AND 12% FOR GLULAM. w w zu, 3.THE LUMBER 15 VISUALLY EXPOSED AND MUST BE 5TRA 1 CHT, FREE OF DEFECTS, FREE OF MARK I NG5, AND VISUALLY ACCEPTA$LE TO THE ARCHITECT. 0 4•ALL GUSSET PLATES ARE 3/5" A36 STEEL WITH A307 BOLT5 (DRILLED INV' LONGER THAN BOLT DIAMETER) CENTERED IN THE THICKNESS OF THE MEMBER AS DETA I LED FILL KNIFE NOTE- o `n PLATE SLOTS W/ HI LTI GG20OPC AFTER ALL PLATES HAVE BEEN INSTALLED. ALL SLOTS NEED TO BE ON THE TOP OF MEMBER (NOT VISIBLE FROM BELOW) U.N.O. ALL DIMENSIONS ARE TO WORKING Q POINTS. CONTRACTOR TO VERIFY z o 51/2" 5.THE CONTRACTOR MUST TIGHTEN THE BOLTS 0 TRUSS FABRICATION TIME, AFTER INSTALLATION, AND PRIOR TO LEAVING THE JOB. USE A LOCK TI GHT PRODUCT HITH F I NAL TIGHTENING. ALL DIMENSIONS BEFORE BEG I NN I N6 Q 0 6.ALL MEMBERS SHALL HAVE APPROPRIATE WEATHER I NSPEGT I ON DURI N6 TRANSIT AND STORAGE. FABRICATION w 31/211 (4) 3/4" x 8" LAO BOLTS '7.SPECIAL INSPECTOR SHALL INSPECT FOR TIMBER DEFECTS IN VICINITY OF BOLTS. �Q 11/2 0 8.TRUSS SHALL BE PRE-ASSEMBLED PRIOR TO ERECTION. TRUSS SHALL BE INSPECTED BY BUILDING INSPECTOR PRIOR TO ERECTION AND SHALL NOT BE ERECTED W 1 THOUT m o Q• Q APPROVAL FROM BUILDING INSPECTOR. TRU55 SHALL BE RE-INSPECTED 3 MONTHS FOLLOHING COMPLETION OF CONSTRUCTION AND ERECTION. wBOLTS MUST BE STAINLESS STEEL zoKOA 0 zz 0 0 zm DETAIL o = SCALE: 1/4 = I -O17�1 w~ DETAIL „ ' '� w D= „ _ 4"x3/8" CONNECTOR KNIFE PLATE CENTERED I N 4"x3/8" CONNECTOR KNIFE ,� SCALE: I - 1 O THE THICKNESS OF THE WOOD MEMBER Al (4) PLATE CENTERED IN THE m 3/4" 0 BOLTS TVP. AS SHORN, U.N.O. THICKNESS OF THE HOOD J w z _ n•�, 3'; MEMBER W/ (4) 3/4" << 4"x3/8" CONNECTOR KNIFE I N D_ BOLTS TYP. A5 SHOHN, U.N.O. w w PLATE CENTERED IN THE _ o cn(n THICKNESS OF THE WOOD 5 1/4" END �`--__ Q Lu z 7 -� 3": MEMBER H,/ (4) 3/4" ep BOLTS _ D I STANCE TYP. r g 77-p TYP. AS SHOWN, U.N.O. m �'�--_� 1NORKING POINT o m 5 1/4" END ,� 41Ix3/8" KNIFE PLA H/ (4) -e-`�e- wWORKING0RKINO DISTANCE TYP. ' � POINT 1� PP TYP. 3/4" BOLTSzI o o "�-� m 1� 1_o 'e-. 5 1/4" END o z w 4"x3/8" KNIFE PLA W/ (4) ''e-...� DISTANCE z 3/4 BOLTS - TYP. U, � � w zo > _wPI ♦ , o C)co 11-1 Ld <= 1 1/2 3 z o aLLJ TMP HORKING POINT 6 I o z W cn— ry C) 0 DETAIL Y Lu Q z SCALE: 1" = 1'-0" ¢ w o° 2 DETAIL J '� w w SCALE: I„ = I'-0" V) Wo >J DETAIL Lu ,� _ TOP CHORD SPL I GES 15 HORK I NG POINT 4"x3/8" CONNECTOR KNIFE PLATE CENTERED IN z Q o SCALE. 1 - 1'-0" CENTERED ON THE TOP Z z 3" 3" THE THICKNESS THICKNESS OF THE HOOD MEMBER H/ (4) Fn o 0 W. 4- CHORD SLOPE CHANGE I 4 x3/8 CONNECTOR KNIFE PLATE CENTERED IN _ 3/4 4) BOLTS TYP. AS SHOWN, U.N.O. z 0 0 4"x3/8" CONNECTOR KNIFE THE THICKNESS OF THE HOOD MEMBER H/ (4) tV rr� >° PLATE CENTERED IN THE 3/4" 4) BOLTS TYP. A5 SHOHN, U.N.O. I u o uiTHICKNESS OF THE HOOD w r/1 3 MEMBER H/ (4) 3/4" 0 BOLTS � V J z � PP TVP. TYP. A5 SHOHN U.N.O. DISTANCE TYP. - �- DISTANCE 71'p 5 I/4 END � r U zo c�-... WORKING POINT _ / \,. 4"x3/8" KNIFE PLATE H/ (4) C) �� ' I 3/4" 4) BOLTS „ Q CD w v --e... �p 51/4 END Mi _j '�-�9 DISTANCE w Z m PP TVP. -- TVP. a Qa i Q o 4"x3/8" KNIFE PLATE W/ (4) $ $ m z 3/4" (P BOLTS PP TVP. I \ o z WORKING POINT L -o 6 w U)�w I DETAIL Q _w I o SCALE: I" = I'-0" m cn W cn co Qw DETAIL 0 w SCALE: I" I'-O" w DETAIL '� „ o cn 4 x3/S CONNECTOR KNIFE PLATE CENTERED o N LL IN THE THI CKNES5 OF THE HOOD MEMBER H/ w 0 SCALE: 1" 1'-O" (4) 3/4" (V BOLTS TYP. AS 5HOHN, U.N.O. Y LLJa mo I Q v w ,� LLI "' m0 5 1/5 x12 2OF-VI3 BOTTOM CHORD ¢ v r BRACE of o 4"x3/8" CONNECTOR KNIFE zo w [If o PLATE CENTERED IN THE o z m uj cn THICKNESS OF THE HOOD /./ Pp TYP. � o MEMBER W/ (4) 3/4" 4) BOLTS SEE 4/56.5 FOR w Z TVP. A5 SHORN, U.N.O. — �--9-—� CONNECTION OF m QLd HE BEAM TO (E) © w N a HORK POINT - BUILDING z I- my i 5 1/4" END 3" 11/2" J Qp o o m i D I STANCE TYP. p• TVP. Q N z 0- o z 4"x3/8" KNIFE PLATE H/ (4) 3/16 Q � n Q Q? 3/4" (p BOLTS 3/16 m a z— 6 o Q Q 11�z mi m V) LLI w v� =o DETAIL DETAIL Q Y Q z z w w >-w SCALE: 1" = 1'-0" SCALE: 1" = 1'-O" �- ¢ m cn m cn 0 CL z � m m v, 0 �� © } N z Z o W o z z 0- C� F- _! O J O Iii_ � 5 U 0 OL m U m O m Z 0 Q LL_ o° aO LLJ N N N N N N N UV)O d n cp to Icp tcp n — .- � � N 7 z V) O N O d- to to to N 00 rn � 0 0 0 0 0 0 0 •- W z a I— z W w nry_ n� Q � Q z PA/PM: w o wT_ DRAWN BY: PH D z°_ `�'t�'' GI� w BYA JOB NO.: 12109 �,�71 'Pcn 0 0 a Q SHEET z Lw 0 ON V) 0 c�co ry V) o= y , 2 J ® BRAD YOUNG & ASSOCIATES, INC. �Fy AE yO o nw , ® STRUCTURAL ENGINEERING " w ■ D O 1320 W.HERNDON AVE.SUITE 101 FRESNO,CALIFORNIA 93711 EXPIRATION DATE: 6-30-2014 w ry PHONE:(559)222-9600 FAX:(559)222-9633 Q CL i i Zz d0 j O U LL. O o Ld 4"x3/8" CONNECTOR �.. �,� W d KNIFE PLATE CENTERED > 0 cn IN THE THICKNESS OF U m T THE WOOD MEMBER W/ rA f o 0 LLJ (4) 3/4" 40 BOLTS TYP. _ I I/2" z t6 w .00 AS 5HOWN, U.N.O. ° w �- `� 3 5'-10 I/2° 2 TYP. ai z - - U � Q 5 z E w !______ 5 I/8"x12 2OF-VI3 TOP z , = 2 --- --- o ouE 4 © ° •� cn Q I TYP. CHORD CONT. AS SHOWN V .....!.. ............. ....................................................... ............. .........,.......... U w w ]" ~ " rr. 5 I/4" - --- --- 5 1/8"x7 1/2" 20F-VI3 WEB a o PP TYP. I/2" PLATE " i MEMBER, TYP. o cn '" .� (1� 6 3/4"x16 1/2" GL LAM 8 I T I 8TYP. 0 m \ �/ \ / (u 1 •— � 3/8 x12" LONG r7 � � � c� w SADDEL r - - OPP. �'` I ! '"� OPP. U �' � r m TOP OF COLUMN - - $ I _ co ----- Q ICU 1 - FRAMING d- N ----.I , � - -- � I � J o — — — m — — — — —— — — - 10 i ---- -�- --- i .�° I L I (4) 3/4 (P A307 BOLTS cv m i ,.�' i �,, w w W/ 8" 6A6E ' INVI I U 1 00 0 I H55 COLUMN PER PLAN �` i ` �� I v U) _ i 5 I/8 x12 20E—V15 ` , \ e 6 3/4 x 16 1/2" 2OF-V 13 = a ' --------� �� i �� w d+ 6 3/4 xlb 1/2 2OF-VI3 � � SUPPORT WEBS TYP. V) z g s 1/2" PLATE i - i _ a- F- L117 L117 Q 0 C14 01-- I/4 5 I/S"x12 20F-VI3 BOTTOM7YP' Q!fO �' zco to 0 °' �- Itt CHORD GOVT. FOR THE ENTIRE m 4 u N Z z 1 1/2 0 1141 LENGTH OF THE TRUSS 5 1/8 x12 20F-V 13 m *; .0 c� : ° 3 1/2" BOTTOM CHORD BRACE o 3! � O 3/8" KNIFE PALTE a � � � � '5 N W � �, 3 1/2" Q > E U z Q Q V w w Z V) �;w 3 I/2" a � (4) 3/4" � x 8" LAO BOLTS o O o ,. .. .,. 11/2 Q cn &/I. QLf) .EQ. FLJ - c QKA NOTE: LL_ " j ALL F-XP05ED EXTERIOR WOOD MEMBERS SHALL BE MANUFACTURED FROM ALASKA YELLOW CEDAR. PROVIDE SUBMITTAL WITH MATERIAL PROPERTIES PRIOR TO ORDERING. o � z '` �..W. '12.TRUSS MEMBERS SHALL CONFORM TO GRADE SPECIFIED. MOISTURE CONTENT AT THE TIME OF FABRICATION SHALL BE LESS THAN I c1% FOR SAWN LUMBER AND 125 FOR C LULAM. u, 0 0 3.THE LUMBER 15 VISUALLY EXPOSED AND MUST BE 5TRA 16HT, FREE OF DEFECTS, FREE OF MARKI N6 5, AND VISUALLY ACCEPTABLE TO THE ARCHITECT. DETAIL 4•ALL GUSSET PLATES ARE 3/8 A36 STEEL WITH A307 BOLTS (DRILLED 1/16 LONGER THAN BOLT DIAMETER) CENTERED I N THE TH I OKNE55 OF THE MEMBER AS DETAILED,I LED, FILL KNIFE NOTE: z J PLATE SLOTS W/ HILTI 06200PO AFTER ALL PLATES HAVE BEEN INSTALLED. ALL SLOTS NEED TO BE ON THE TOP OF MEMBER NOT V151BLE FROM BELOW) U.N.O. ALL DIMENSIONS ARE TO WORKING O POINTS. CONTRACTOR TO VERIFY Cl Z m SCALE: I" = I'-O" S.THE CONTRACTOR MUST TIGHTEN THE BOLTS ® TRUSS FABRICATION TIME, AFTER INSTALLATION, AND PRIOR TO LEAVING THE JOB. USE A LOCK TIGHT PRODUCT WITH FINAL TIGHTENING. ALL DIMENSIONS BEFORE BEGINNING _Ld = 6.ALL MEMBERS SHALL HAVE APPROPRIATE WEATHER INSPECTION DURIN6 TRANSIT AND STORAGE. FABRICATION � w ~ 7.SPECIAL INSPECTOR SHALL INSPECT FOR TIMBER DEFECTS IN VICINITY OF BOLTS. > o �_ 6.TRUSS SHALL BE PRE-ASSEMBLED PRIOR TO ERECTION. TRUSS SHALL BE I NSPEC TED BY BUILDING INSPECTOR PRIOR TO ERECTION AND SHALL NOT BE ERECTED WITHOUT m n APPROVAL FROM BUILDING INSPECTOR. TRUSS SHALL BE RE-INSPECTED 3 MONTHS FOLLOWING COMPLETION OF CONSTRUCTION AND ERECTION. n z Q.ALL STEEL PLATES 6 BOLTS MUST BE 5TAINLE55 STEEL Q LLQ 4"x3/8" CONNECTOR KNIFE C) PLATE CENTERED IN THE Ln n ofj2„ TH I GKNESS OF THE WOOD w z MEMBER W/ (4) 3/4 0 BOLTS DETAIL =g TYP. AS SHOWN, U.N.O. o SCALE: 1/2" = I'-O" o T 5 1/4" END ~ � � 4"x3/8" CONNECTOR KNIFE PLATE CENTERED IN 4"x3/8" CONNECTOR KNIFE DISTANCE TYP. z Q--_.�-ems WORKING POINT THE THICKNESS OF THE WOOD MEMBER W/ (4) PLATE CENTERED IN THE o o ° ..-e.. MEMBER W/ (4) 3/4'THICKNESS OF THE WOOD LLJ 4 x3/8 KNIFE PLA W/ 4 -- - 3/4 BOLTS TYP. AS SHOWN, U.N.O. ITMp// Z _j 3/4" BOLTS e I' 7'>-p BOLTS TYP. AS SHOWN, U.N.O. F- 0 51/4 END 0 = DISTANCE TYP. ui Z °w° WORKING POINT o oe-.... z m / -�_ w �z Of . +o4"x3/8" KNIFE PLA W/ (4) �`-e- z O w // PP TYP. 3/4" BOLTS I o cb w rn v Z � - 51/4 END w D I STANCE � co oTYP. L z / Q Qw � .�-� -� / J o / PP � cn 0 w J DETAIL 11/2" 3" TYP. �jl _ I 0 T_ Q SCALE: I" I'-O" TYP. WORKING POINT I z Q Z zz 0 0 4"x3/5" CONNECTOR KNIFE G� Ld° PLATE CENTERED IN THE DETAIL o` THICKNESS OF THE WOOD 7'Y� 3'►; MEMBER W/ (4) 3/4" BOLTS SCALE: I" I'-D" �— p DETAIL �' c z TYP. AS SHOWN, U.N.O. 2 - TOP � Q CHORD SPL I GES 15 WORKI N6 POINT CENTERED ON THE TOP �� SCALE: I" = I'-O" � z o--_. WORK I N6 POINT CHORD SLOPE CHANGE 3 3 4"x3/8" CONNECTOR KNIFE PLATE CENTERED I N 4"x3/8" CONNECTOR KNIFE PLATE CENTERED IN -Mi c �" I THE THICKNESS OF THE WOOD MEMBER W/ (4) THE ��THICKNESS OF THE WOOD MEMBER W/ (4) J C) 3/4" (D BOLTS TYP. AS 5HOWN, U.N.O. _ 3/4 4) BOLTS TYP. AS SHOWN, U.N.O. < Q w r z a_ — Q a e'' DISTANCE TYP. a o 4"x3/8" KNIFE PLATE W/ (4) 5 1/4co " END PP TYP. 0 3/4" � BOLTS PP TYP. /.'�. .�.� c� � � . Z 4"x3/8" KNIFE PLATE W/ (4) w w 3/4" (P BOLTST ui PP TYP. 5 1/4 END c� D I STANCE `C on w TYP. ro QD • I w ow X Z 2 w V' cn DETA IL DWORKI N6 POINT WO " - i_ " n = �_ " "N� 0 a SCALE: I I O SCALE: I I O vy z m_z w _ ov w Lu0- DETAIL Q w 0 0_ 4"x3/8" CONNECTOR KNIFE 4"x3/8" CONNECTOR KNIFE PLATE CENTERED Of o SCALE: I" = 1'-0" o of o o PLATE CENTERED IN THE IN THE THICKNESS OF THE WOOD MEMBER W/ w z °- TH I CKNF-55 OF THE WOOD / PF TYP. " _ - MEMBER W/ (4) 3/4" BOLTS /� (4) 3/4 BOLTS TYP. AS SHOWN, U.N.O. cwr, o TYP. AS SHOWN, U.N.O. oz m Q 5 I/8"x12 2OF-VI3 BOTTOM CHORD o w N r Q WORK POINT / BRACE z m y // J D o uj Q N z W = r ~3: SEE 4/56.5 FOR C) r a 4"x3/8" KNIFE PLATE K/ (4) — �--$--�—� CONNECTION OF a m J � 3/4" 0 BOLTS THE BEAM TO (E) � a z_ � BU I LD IN6 0 -� 5 I/4" END J o z DISTANCE TYP. NP• < m N 10 DETAIL Jcn Of 3/16 z z � � � w w >- W SG = I -O L _j m H fn m Q a N a a w w w N w D = O w J J = w O Q O z _U O Ej 0fw � N z Z O Z o U Lu M m to 0 0 0 w wQ DETAIL zjg5ziDL' z D m n V V V a m U m 0 o w SCALE: I" = I'-O" Q O Qz0 rY w N N N N N N N N Q a- 0 d � cn N n to O N O z of n In tp tp I00 Os cn O O © O O O O z 0_ W CZ Ld cr Q W o PA/PM: Z F- DRAWN BY: PH ED 1 z oz w BYA JOB NO.: 12109 a w 712 o vi> ` z SHEET 0 p 0 ON u� c� V) = c/ o � 9, 2 J U)w ® BRAD YOUNG & ASSOCIATES, INC. o �RAE �O o 70 Q� PA STRUCTURAL ENGINEERING " w 1320 W.HERNDON AVE.SUTTE 101 J FRESNO,CALE+ORNIA 93711 EXPIRATION DATE: 6-30-2014 w J PHONE:(559)222-9600 FAX:(559)222-9633 Q 0 B "UP20 -i2- 00150 ELC2012-00490 CAUTION : IE THIS SHEET IS NOT 30" x42" IT IS A REDUCED " PRINT 00 P*-E-CEIVED L (Z JAN 10 e. O W ..'? z CZYOFTIGARD wLZ Cu U ISOI� w E Li a F'- { O T ; g r Q_ y L O Aff ¢<Aff c G W W o' J LL_ 0 w U F- 0 Z W h=- M 0 10031 SW CASCAD OUL VARD 00 y TIGAR 11OREGON O � � � Fjp • ��., R D m v p v � N co o d+ J •�' •D .� V N N LO q� N V A A TIPROJECTSHEET I � ' -u Cq (TOTAL SHEETS = 65) � U Z Cl- uj & And F.A. Fire Alarm PRCST. Pre-cast ARCHITECTURAL (24 - SHEETS) F.B. Flat Bar PL. Plate L Angle e o _- .; g 1 TITLE SHEET. ® At F.D. Floor Drain P.LAM. Plastic Laminate >- FDN. Foundation PLAS. Plaster BUILDING DEPARTMENT: CITY OF TIGARD A0.2 GENERAL NOTES. z .y Centerline F.E. Fire Extinguisher PLYWD. Plywood g y ., - A0.3 ACCESSIBILITY NOTES. `� N �� € � CHAPTER 9 FIRE PROTECTION SYSTEMS: Diameter or Round F.E.C. Fire Extinguisher Cab PR. Pair APPL E DE : AO.3a ACCESSIBILITY NOTES & DETAILS. o Pound or Number �. _- cn `- # F.H.C. Fire Hose Cabinet PT. Point BUILDING: 2009 INTERNATIONAL BUILDING CODE ac CD(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. mo � FL. Floor P.T.D/R Combination Paper Towel STRUCTURE: 2009 INTERNATIONAL BUILDING CODE AD.2 DEMOLITION FLOOR PLAN. -�b ACOUS Acoustical FLASH. Flashing PTN, Partition MECHANICAL: 2009 INTERNATIONAL MECHANICAL CODES (903.4) AUTOMATIC SPRINKLER SYSTEM MONITORING AND ALARMS WILL BE PROVIDED. AD.3 DEMOLITION EXTERIOR ELEVATIONS. _ W 4� A.D. Area Drain FLUOR. Fluorescent P.T.R. Paper Towel Receptacle ORCHARD SUPPLY HARDWARE zt 5 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 A1.1 SITE PLAN. zo J, - AGGR. Aggregate F.O.F. Face of Finish PLUMBING: 2009 INTERNATIONAL PLUMBING CODE PROVIDED THROUGHOUT. o ' 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). w F.O.S. Face of Stud APPROX. Approximate R. Riser SAN JOSE, CA 95119 FIRE/LIFE SAFETY: 2009 INTERNATIONAL FIRE CODE A2.Oa EQUIPMENT MATRIX (FOR REFERENCE ONLY). ARCH. Architectural FPRF. Fireproof RAD. Radius 408-281-3500 (910.1) EXCEPTION 2: SMOKE AND HEAT VENTS NOT REQUIRED WHERE E.S.F.R. SPRINKLER SYSTEM IS A2.1 FLOOR PLAN / FINISH PLAN. >,t ASB. Asbestos F.S. Full Size R.D. Roof Drain FUEL/GAS: 2009 INTERNATIONAL FUEL GAS CODE PROVIDED A2.2 REFLECTED CEILING PLAN. FT. Foot or Feet ASPH. Asphalt REF. Reference ENERGY: 2009 INTERNATIONAL ENERGY CONSERVATION CODE _ FTG. Footing __JREFR. Refrigerator (910.3.5) EXCEPTION: DRAFT CURTAINS NOT REQUIRED WHERE E.S.F.R. SPRINKLER SYSTEM IS PROVIDED. A3.1 ROOF PLAN. -J BD. Board FURR. Furring RGTR. Register ACCESSIBILITY: 2003 ICC/ANSI A117.1-2003 AMERICAN NATIONAL STANDARD z BITUM. Bituminous FU T. Future REINF. Reinforced BLDG. Building R Required A4.1 EXTERIOR ELEVATIONS.EQ. R qu ed ARCHITECT Clz 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 FULLY SPRINKLERED THROUGHOUT) z BM. Beam G.B. Grab Bar OCCUPANT LOADS & MINIMUM EXIT WIDTHS REQUIRED: ( R.O. Rough Opening A6.1 ENLARGED ELEVATION & FLOOR PLAN. o - B.O.C. Bottom of Concrete Glass RWD. Redwood A6.2 ENLARGED ELEVATIONS & FLOOR PLANS. z B.O.M. Bottom of Mullion GND. Ground R.W.L. Rain Water Leader GROUP SECTION DESCRIPTION OF OCCUPANCY PROPOSED AREA (SF) A6.3 WALL SECTIONS. U B.O.P. Bottom of Panel GR. Grade WARE MALCOMB z '- A6.4 WALL SECTIONS. � B.O.R. Bottom of Reveal GYP. Gypsum S. South B / BUSINESS (304) OFFICE SEE ALLOWABLE AREA BELOW o o A6.5 INTERIOR ELEVATIONS. w BOT. Bottom H.B. Hose Bibb SAF Self Adhered Flashing JIM TERRY oL A6.6 ENLARGED RR PLAN, RR ELEVATIONS & MILLWORK ELEVATIONS. -' M / MERCANTILE (309) MERCANTILE SEE ALLOWABLE AREA BELOW o ¢ S.C. Solid Core 0 w H:C. Hollow Core 2400 CAMINO RAMON, SUITE 390 PH: (925) 244-9620 � � o J CAB. Cabinet HDWD. Hardwood S.C.D. Seat Cover Dispenser o V) o U m V) C.B. Catch Basin SCHED. Schedule SAN RAMON, CA 94583 FAX: (925) 244-9621 S-1 / STORAGE (311) STORAGE SEE ALLOWABLE AREA BELOW o o ,,� ¢ A7.1 DOOR SCHEDULE & DETAILS. HDWE. Hardware CEM. Cement 309 o r a w o w o w U-; = n w o 0 H.M. Hollow Metal S.D. Soap Dispenser CER. Ceramic MOST RESTRICTIVE M ¢ w o- o �� o o �- o o' 0 A8.1 SITE DETAILS. SECT. Section o 0 o 0 HORIZ. Horizontal o_ C.I. Cast Iron HR. Hour SH. Shelf Q ¢ W Z Q � �' Z w A8.2 DETAILS. � a cn o �� o_ w w o' A8.3 DETAILS. z C.G. Corner Guard HGT. Height SHR. Shower 0 V) ¢ m 0 0 J W = o CLG. Ceiling g SHT. SheetACCESSORY OCCUPANCIES: (508.2) YES - B o z o ^ Q o a < a o A8.4 DETAILS. w CLKG. Caulking SIM. Similar ARCHITECT'S U_ o %.'o �'-'� ---Li- �o z � M �' d' 0 -!;E w �' I.D. Inside Diameter (Dim.) ® O CLO. Closet S.N.D. Sanitary Napkin Disp. � ,•15 INSUL. Insulation y p p B 1,024 100 24 1 N A w CLR. Clear INT. Interior S.N.R. Sanitary Napkin Rece t. CHAPTER 5- GENERAL BUILDING HEIGHTS &AREAS: OFFICE / ,� (1 - SHEETS) C.O. Cased Opening SPEC. Specification 3.6 COL. Column Jan. Janitor SQ. Square CIVIL ENGINEER ALLOWABLE BUILDING HEIGHT: LANDSCAPE ® ` W 1,201 .5Z .J C.O.M. Center of Mullion JT. Joint S.ST. Stainless Steel MERCANTILE M 37,518 30 1,251 3 N/A L1.0 PLANTING PLAN CONC. Concrete KIT. Kitchen S.SK. Service Sink CARDNO WRG KEVIN RUSSELL 187.7" _ "' CONN. Connection K.O. Knock Out STA. Station 5415 SW WESTGATE DRIVE, SUITE 100 PH: (503) 419-2500 w V' CONSTR. Construction ►- STD. Standard PORTLAND OR. 97221 FAX: (503) 419-2600 c� ¢ o z " `'15 z o Q o STORAGE S 3,177 300 11 1 N/A 1.65„ O CONT. Continuous STL. Steel - C.O.R. Center of Reveal LAB. Laboratory STOR. Storage -� = Z .-� z CORR. Corridor LAM. Laminate STRL. Structural LANDSCAPE ARCHITECT MOST RESTRICTIVE m w m m CIVIL Q CTSK. Countersunk LAV. Lavatory SUSP: Suspended OCCUPANCY GROUP m w o ( 8 - SHEETS) o CNTR. Counter LKR. Locker SYS. Symmetrical CARDNO WRG PAT GAYNOR S_1 W a < N Y o EXIT WIDTHS PROVIDED: Z UJ CTR. Center LT. Light TRD. Tread 5415 SW WESTGATE DRIVE, SUITE 100 PH: (503) 419-2500 a m o o o 0 o 0 CO.0 EXISTING CONDITIONS c c' r; T.B. Towel Bar PORTLAND, OR. 97221 FAX: (503) 419-2600 ,- ¢ J �, .� w o'w C1.0 SITE PLAN `-~ ¢ `��' ¢ _ °- = o o C2.0 GRADING AND EROSION CONTROL DBL. Double w U) w MAX. Maximum T.C. Top of Curb C3.0 STORM PLAN m DEPT. Department M.C. Medicine . TEL. Telephone BUILDING HEIGHT 55'-0" +20'-0" 75'-0" 331-5" o o ,Y ow co ��++ B�I,E1P ENGINEERS N EER�7 J - C4.0 EROSION CONTROL DETAILS O D.F. Drinking Fountain MECH. Mechanical TER. Terrazzo ,- °- � o v' ``' � o Q DET. Detail NUMBER OF STORIES 3 STORY + 1 STORY 4 STORY 1 STORY x o < � o :~ o � o C4.1 EROSION CONTROL AND SITE DETAILS Membrane T. & G. Tongue and Groove w 0 � o o z W� oF_ � C4.2 SITE DETAILS < Q DIA. Diameter MET. Metal THK. Thick FDG CONSULTING ROB FOSTER DIM. Dimension MFR. Manufacturer T.O.C. Top of Concrete 17701 COWAN, SUITE 230 PH: (949) 253-9630 ALLOWABLE BUILDING AREA: C4.3 STORM DETAILS W .�- DISP. Dispenser MH. Manhole T.O.P. To of Panel IRVINE CA. 92614 FAX: (949) 253-9628 OFFICEry DN. Down p N/A N/A 32" 2 64" MIN. Minimum T.O.R. Top of Reveal D.O. Door Opening MIR. Mirror T.O.RC. To of Dee RecessSTRUCTURAL FDR. Door P P ENGINEER UNLIMITED AREA ALLOWED .PER 5o7.XXXXXXX " - DWR. Drawer 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 M.O. Masonry Opening T.O.W. Top of Wall BRAD YOUNG & ASSOCIATES BRAD YOUNG DS. Downspout MTD. Mounted T.P. To of Pavement PH: 559 222-9600 z P 1320 W HENDERSON AVENUE, SUITE 101 ( ) w D.S.P. Dry Standpipe MUL. Mullion T.P.D. Toilet Paper Dispenser FAX: 559 222-9633 PROPOSED OFFICE (B) AREA: 1,206 SF �-+ - w DWG Drawing T.V. Television p FRESNO, CA. 93711 ( ) PROPOSED MERCANTILE M AREA: 37,518 SF MAXIMUM TRAVEL DISTANCE TO EXITS: (1016.1 SPRINKLERED BUILDING) MECHANICAL (5 SHEETS) w E. East N. North T.W. Top of Wall Q MO.1 LEGEND, SCHEDULES, & NOTES PROPOSED. STORAGE (S) AREA: 3,177 SF g 300 FEET MAX. M0.2 MECHANICAL SPECIFICATIONS >- EA. Each N.I.C. Not In Contract TYP. Typical m E.J. Expansion Joint N0. 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 N.T.S. Not To Scale M2.2 MECHANICAL FLOOR PLAN U ELEC. Electrical UR. Urinal M 250 FEET MAX. ELEV. Elevator VERT. Vertical M3.1 MECHANICAL ROOF PLAN w EMER. Emergency O.A. Overall VEST. Vestibule CHAPTER 6-TYPES OF CONSTRUCTION: FIRE RESISTANCE RATING REQUIREMENTS FOR: Y zo ENCL. Enclosure OBS. Obscure W West TYPE OF CONSTRUCTION: (602) TYPE V-B � 5 E.P. Electrical Ponelboard O.C. On Center39-1 UJ EQ. Equal O.D. Outside Diameter (Dim.) W/ With (FULLY SPRINKLERED THROUGHOUT) 708.14.1 of � � EQPT. Equipment OFF. Office W.C. Water Closet ELEVATOR LOBBY ( ) NA HR. w Ey w E.W.C. E ecis Water Cooler OPNG. Opening wood FIRE RESISTANCE RATING REQUIREMENTS FOR: SHAFT ENCLOSURES (708.1) NA HR. o 2i EXST. Existing OPP. Opposite W/0 Without WPM Waterproofing Membrane BUILDING ELEMENTS (TABLE 601) EXIT ENCLOSURES (1022) NA HR. PLUMEING (5 - SHEETS) 0 0 EXPO. Exposed Q z U5 U5 WRB Wheather/Water TABLE 1018.1 EXP. Expansion STRUCTURAL FRAME 0 HR. CORRIDORS ( ) NA HR. P0.1 LEGEND, SCHEDULES, & NOTES z UJ UJ EXT. Exterior Resistive Barrier P0.2 PLUMBING SPECIFICATIONS o WSCT. Wainscot EXTERIOR BEARING WALLS 0 HR. w F- F- WT. Weight CHAPTER 29- PLUMBING SYSTEMS: P1.0 PLUMBING SITE PLAN �w v w w g INTERIOR BEARING WALLS 0 HR. P2.1 PLUMBING DEMOLITION FLOOR PLAN U_ - - 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 o Ll.l r r FLOORS 0 HR. JQ O _ N O VICINITY MAPROOF 0 HR. ¢ SYM W 0 PBOLS . PLANNING DEPARTMENT ELECTRICAL (10 - SHEETS) Q W EXTERIOR WALLS BASED ON FIRE SEPARATION (TABLE 602) EO.1 SYMBOLS LIST Q J A �-- INTERIOR ELEVATION VIEW E0.2 ELECTRICAL SPECIFICATIONS °° W -J F ALIGN , ' NORTH EXTERIOR WALL (X 5�) 0 HR. LEGAL DESCRIPTION: EO.3 FIXTURE SCHEDULE AND DETAILS o INTERIOR ELEVATION REFERENCE 10' > X > 5' EO.4 ENERGY COMPLIANCE CERTIFICATES J �- m X EAST EXTERIOR WALL ( ) 0 HR. E1.1 ELECTRICAL SITE PLAN ¢ - m U) OFFICE D XX B SHEET NUMBER SOUTH EXTERIOR WALL (30' > X > 10') PORTION OF SE 1/4 OF SECTION 27 AND SW 1/4 OF SECTION 26, TOWNSHIP 1 SOUTH, RANGE 1 WEST, mi ROOM NAME 0 HR. WILLAMETTE MERIDIAN, CITY OF TIGARD, WASHINGTON COUNTY, OREGON. E1.2 PHOTOMETRIC PLAN � J U) r E2.1 LIGHTING PLAN ¢ F- C E3.1 POWER PLAN � �- w w � OFFICE WEST EXTERIOR WALL (X > 30) 0 HR. Q � F- z z � 0000 ROOM NUMBER <C J ] M_ M -0 s k. �o MAP &TAX LOT NUMBER: E3.2 ELECTRICAL NOTES o ¢ 87 z z o WALL MATERIAL TYPE w F,`'0�'' E4.1 SINGLE LINE DIAGRAM a Q ,~- V) ¢ o ¢ o Q P > 0 1 S127DD01200 = - w °- v� Q CHAPTER 7- FIRE-RESISTANCE RATED CONSTRUCTION: F- o' w - w 1 TYPE NUMBER S�, 5� o m UJ ' ALLOWABLE AREA OF OPENINGS (TABLE 705.8) (FULLY SPRINKLERED THROUGHOUT) UJ o > o o DOOR NUMBER ¢ "n M,.'"'y_ � z z 0 101 -•F- FLOOR MATERIAL TYPE k' e��Q ZONING: v >- >- w z w o w p cn cn F-- z F- F- c� C `< ¢ - - - - v (705.8.1) ALLOWABLE UNPROTECTED OPENINGS = ALLOWABLE PROTECTED OPENINGS 1 --� TYPE NUMBER v a �` MUC- MIXED USE COMMERCIAL. STRUCTURAL (12 - SHEETS) Q V 0 o_ m v m U ¢ W UJ i EXISTING DOOR u w o' Z ¢ � u- a: S1.1 STANDARD NOTES AND DETAILS C..�,�' N N N N N N N N -0 -•--- Mlsc. MATERIAL TYPE © o� ¢o z ¢ Z ¢ Z CONCURRENT PLANNING APPLICATION: Of w r t- - PL 3 �, W it w /�/ w o S1.2 STANDARD NOTES AND DETAILS City 0 TI w ��//�� /� a w j. '- \L U I vV F\ VY TYPE NUMBER w 3` EXTERIOR WALLS ¢ v o o � w UJ w N S1.3 STANDARD NOTES AND DETAILS o ¢ N o N N Q X n- a- 0 MINOR MODIFICATION MMD2012-00008 5 16 2012 rove Plank �' o °O ¢ w-� w Q o 0 0 / / S1.4 STANDARD NOTES AND DETAILS 0 0 0 0 0 0 0 J w F- x J x x o a- FyF ¢w ¢ o ,� ¢ ,� J ¢w a' S1.5 STANDARD NOTES AND DETAILS By + W �' �-� � cn o M o� �: w ¢ M o ¢ M0 a S2.1 FOUNDATION PLAN � X DETAIL REFERENCE XXX KEYNOTE INDICATOR S3.1 ROOF FRAMING PLAN C��T ` -' 1 o �� XX c� 3, NORTH S4.1 SECTIONS -- SHEET NUMBER o- �`i. '� C> RRA R�' EAST S5.1 FRAMING DETAILS XXX FINISH INDICATOR �S FE > 30 UNLIMITED UNPROTECTED OPENINGS ARE PERMITTED S5.2 FRAMING DETAILS R ' z PA/PM: A. CATALDO SCOL SOUTH S7.1 TRUSS DETAILS . s N o DETAIL SECTION REFERENCE SW 217 o X ,�,.: i; WEST S7.2 TRUSS DETAILS DRAWN BY: F.T.M. / M.H. N XXSHEET NUMBER REVISION v; s Appioved plans w JOB NO.: SNR12-0011-00 z SI I co be On j V) X DETAIL SECTION REFERENCE_0 OF,r •, z SHEET Q XX CO..i SHEET NUMBER 0 FECFIRE EXTINGUISHER CABINET j NHIL : . ca N W/ FIRE EXTINGUISHER - z 0 ■ -0 XXX EXTERIOR ELEVATION REFERENCE bFE WALL-MOUNTED FIRE j w SHEET NUMBER EXTINGUISHER PROJECT SITE NO SCALE '` CAUTION : IE THIS SHEET IS NOT 30" x42',' IT IS A REDUCED PRINT DEMO SITE CITES � � 45 45 SEE SHEET A0.2 FOR GENERAL NOTES Q w a� 0 EXISTING CURB TO BE REMOVED, TYP. z � �2 EXISTING BOLLARD TO BE REMOVED, TYP. w ■� U V EXISTING PARKING AREA TO BE RE-STRIPED. ® EXISTING LANDSCAPE AREA TO REMAIN, U.N.O., TYP. o E U EXISTING MONUMENT SIGN TO REMAIN. _ © NOT USED. O 4-o 07 EXISTING HARDSCAPE, LANDSCAPE AND SITE IMPROVEMENTS TO BE a REMOVED. .CD ® EXISTING LIGHT POLE TO REMAIN. a- m 9 EXISTING TRANSFORMER TO REMAIN. V 10 EXISTING LIGHT POLE TO BE REMOVED. PROTECT AND MAINTAIN FOR REUSE. z 11 EXISTING BIKE RACK TO BE REMOVED.. Q J 12 EXISTING GUTTER TO BE REMOVED. o 13 EXISTING LOADING ZONE PAINT STRIPING TO BE REMOVED. uj 14 EXISTING BOLLARD TO REMAIN. z 4 5 15 EXISTING SIDEWALK TO REMAIN. ui , C 16 EXISTING GAS METER TO REMAIN. o 15 17 EXISTING TRASH ENCLOSURE TO REMAIN. o bo,�� 18 EXISTING CANOPY TO REMAIN, PREPARE FOR NEW FINISH PER � o .� ELEVATIONS. m o " � 19 EXISTING ROLL UP DOORS TO BE REMOVED. m u o ' o cu V N N 6 Q 'r •~ •v c�~ p0p $' Lo N N I 3 U - Z Q tl w 3 %. 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CATALDO I o o i DRAWN BY: F.T.M. M.H. O I I V- CN SOB NO.: SNR12-0011-00 cn a Q SHEET cn Q N Z _NDEMO SITEP'LAN ry SCALE: 131=20$-099 Ld ■ (n W F_ CAUTION : IE THIS SHEET IS NOT 30" x42" IT IS A REDUCED PRINT Y ( ) ( ) ( )A B C D E F G H IX IX � � 49 I € Z W Q : i I i I I 4 W I O W i I 1� . I i u Z C) . W , : rt 1 i p 'S ! z �� - - -- - - -- - - - - - - - -� -- -- - - -- -- -- - - - - - - - --1 W i E { 4 , I COFFEE 11 0 i — ._ — —) : VESTIBULE SHOP U 4< p I - - - - - a - - - - - -- ® ® :::]E 100 113 ®— —®— V I , i. 5 ! I r-� „��I �°-I I 0 0 I I I ' ? ` / I t `-1 ` 4 I I 0 I✓ .. I ... d:a:, .... ..._ .. ... r,: ..... .. .. .. ... .. ..:IF y 1. .. :. .. O 1 ,. 77 -------� i I I LLI I _ j, ----- ----� KIK i i i i ''C1 L_- _ __� _ I �Sz) _-_ _ _ 1 ' I I 1 1 1 I I ___-mumum�mum-! _.L_______ ___ ___�___ i� I ____ -- ----_ - 1 I R ------ ----- --- --- T AVEL DIST. f 9' 10„ I ,Y�I I L , , ,I 0 0 0 0 0 0 1-- -I 1-- -I- ---1 --I-------I L_ .. 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N J G� Q v a,4 0 N Lo 8 13jflll N �r TI P• I � Q.. as 'E CA m R, w A 1UZI 102 -I , I z f g I F I I A1 3 6.4 ate. s O w I t I U ,.. i. CE � I z T NURSERY I Q s 1cm OA ) Ni 112 I 2 arc I I N I A6.2 m Cl ® s' k RECEIVINGolk ' I , I A r STOCK ROOM 10 B _I 5 B 102 16 A5.1 I 15 I A5.1 z 6 I E 17 € o 3 M 18 Lu � �. I ® ) 1 g I a o 4 > 20 I I o I A6.4 m I 21 - ) `i' 1 I Q w 22 I cn 1 lit } 23 I _ I z I 24 I I I i I cn ® u 25 I I �° 10'-11" 12'-11" � I I z % 1 36 B w D F 1 6 CD t Cy 32 I s I I I o ) I o 15 2 i 34 � SALES AREA I N TYP. I �j' % �� I 101 �.w:w::ti;:i:;si::�;y.;?..:,'!M:•:•:�;+�::v+wa..w+;�..•..4•.,::c'+w'' 2 � � ;. ::.. M CASH } �� P RB C I A6.4 z W 109 A6.6 1 1 I 1 I ui 2 I I N I �w uj 3 OFFICE 3 3 ? TYP. I ) �� I oo U Z 110 H A8.2 # I I I - - I ;1 I..".. C) 0 I�._.. _._..., µ.ms....._.._ uj -- — ------ --- t I I I 0 ❑ I Q W :' i 32 D , O A o, COMPUTER I I J O t I ROOM00 ! t A8.2 N 1 108 108 ! I o I - I I o N , �--- ---- I I I � IIIb I 3 z 14 CONFERENCE 7'- g'-g" ' 2 I I I I 111 i I t 'I A6.2 0 ROOM cv .,.� I I I ) I N A z 107 W a I •n 43 BREAK ? I I z C�D f 6 I N 12 i k k -+ ROOM , F- vi 1 I 6 � --r - Q 7 G 35 i ) I _ — 111 a I °I 5 m In -► 2 0 I r , i k t 1 I O 00 9 g 2,_4„ I I I Q Q w p f I I Q KA5.1 A co WOMEN'S 32 3 104 i I � 1 RESTROOM PALLET SOILS I I \ ~ I 4 I I w i 10 s I 111 i I I W w i� I i STORAGE I I I i I I I 13 Q `4 I -- --------- 105 _ ) 5 I I m MEN'S I \ RESTROOM I 1 38 i 105 `�' I I I ) a, 15 ) Lu i I x 103 Ln z 37 L_--- I ! I �' J 3 I � I rA8.2 15 3 i — - - - - CE) 14I13 - - - - - - -�— I l o v� / ♦ ' 1 ' 3 101 t IQ I — -- - - -- - -- I I '-`-' - . _ _ __ _ _ _ ♦ — — -- - - - - - - -- - - - W_ _ _ _ . _ .. _ Ld Ld ' � — - — — -- I I 3 QU ,> I I z 15-8 52-80) 31 "r' I I 36,_0„ o w a z z t _ _ -- - - - - -- - - - - - - - - 6 W w w A6.6 I z - wry I I 0 W F_ r U Z z 1 A E D E F G H � JJ cn A5.1 A4.1 0 U U w m F— N N M 0 W r r- L <( N O O J < 0 .— N Q O A' _ _^ 'V LL FLOOR PLAN z Q � J SCALE: 3/32"=1'-0" J a �-- F— O Q � m m FLOOR PLANCITES w �- � Lo ui FINISHLEGEND WALL LEGENDQ � Q � F— �, SEE SHEET Aa.2 FOR GENERAL NOTES � � w z : 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 FlNISHES w Q -' F cn F cn STUDS FIBERGLASS INSULATION AND 1 LAYER 5 8" GYP. BOARD TO 6" ( ) � INDICATES LINE OF FLOOR TRANSITION P ITEM: PAINT - ACCENT - o w J J m w z c� z N O / EXISTING SHELL WALL W/ NEW FURRING m Q ABOVE CEILING AND CONTINUE WITH INSULATION ONLY TO DECK ABOVE. 15 PROVIDE NEW FLOOR DRAIN, SEE PLUMBING DWGS. 27 EXISTING ROOF ACCESS LADDER TO REMAIN 6 MFR: SHERWIN-WILLIAMS _ F— a Q F- cn a o Q o C ITEM: STAINED CONCRETE FLOORING _ '- � w °- - CL U) X COLOR/N0: PURE WHITE / SW 7005 tz F— w w 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. X INDICATES LOCATION OF NON-TYPICAL FINISH: T.B.D. 1 MFR: RETROPLATE � � _ 0 0 w o w o FURRING TO CONTINUE ABOVE & BELOW WINDOWS WHICH ARE NOT FULL FINAL LOCATION AND SPECIFICATION TO BE COORDINATED WITH TENANT'S FINISH: POLISHED CONCRETE s NEW CONCRETE WALL m m z 0 i HEIGHT. GYP. BOARD TO WRAP WINDOW FRAME AT SILL, JAMB AND HEAD. VENDOR. 29 EXISTING DOOR TO REMAIN, PREP FOR WELD SHUT i WALL FINISH m z z P ITEM: PAINT - ACCENT COLOR/N 0: HAIR FLIP / 24702 00 z z 0 z o z 7 MFR: SHERWIN-WILLIAMS a 17 RECONFIGURE MERCHANDISING OF THE STORE TO INCLUDE CHECK-OUT 30 EXISTING BOLLARD TO REMAIN. >- r w w w COLOR/N0: GECKO / SW 6719 NEW CMU WALL z v Q U a- m v m u CMU INFILL WALL WHERE DOOR REMOVED. MATCH ADJACENT FINISHES ON STANDS, CUTTING CENTER AND DISPLAY AREA. FINISH: T.B.D. MISCELLANEOUS RNISHES INTERIOR AND EXTERIOR. 31 PROVIDE HI-LO DRINKING FOUNTAIN. SEE PLUMB DRAWINGS. NEW INTERIOR PARTITION TO UNDERSIDE 1-11 POWER AND DATA TO CASH REGISTERS SHALL BE PROVIDED FROM P ITEM: PAINT - ACCENT N c� N N N N N N -° L - 6 18 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 - -- T7 7 7 `- r OVERHEAD LOCATIONS. 32 8 MFR: SHERWIN-WILLIAMS �-`' f- ri 6 �, co to co FIBERGLASS INSULATION. 1 MFR: SHERWIN-WILLIAMS 1 HORIZONTAL SURFACES °- ¢ �-- N o N c� F=1 ® SET SORMATIC STANCHIONS, SEE ELECTRICAL DWGS, VERIFY FINAL LOCATIONS 19 INSTALL LOSS PREVENTION SENSORS AT ALL PUBLIC EXISTS ( INCLUDING COLOR N0: TOURCHLIGHT SW 6374 COLOR/N0: CHERRY TOMATO / SW 6884 - o o � i.r> c6 co � o6 vi o WITH TENANT'S REPRESENTATIVE. NURSERY AND AT HALLWAY TO THE RESTROOMS PER ORCHARD SUPPLY 33 PROVIDE TRANSACTION COUNTER WITH INTEGRATED PLASTIC LAMINATE DOOR, / FINISH: T.B.D. MFR: T.B.D. .............. NEW LOW WALL PARTITION SEE PLAN o 0 0 0 0 0 W SEE DOOR SCHEDULE. FINISH. T.B.D. COLOR/N0. T.B.D. _ a 0 NEW CONCRETE SLAB. HARDWARE PROTOTYPE. P ITEM: PAINT - ACCENT P ITEM: PAINT - ACCENT SPECIFIC NOTES FOR WALL HEIGHT = 6 PROVIDE LOWER AND UPPER CABINETRY WITH DRAWERS, BACK SPLASH AND 20 PROVIDE POWER TO THE FIXTURES IN NEW CONFIGURATION. POWER SHALL BE 34 PROVIDE WORK COUNTER AT 2 -10 A.F.F. WITH BUILT-IN WALL BRACKETS 2 MFR: SHERWIN-WILLIAMS 9 MFR: SHERWIN-WILLIAMS PL ITEM: PLASTIC LAMINATE - Ld o DOUBLE-BASIN STAINLESS STEEL SINK WITH GARBAGE DISPONSAL AND DISTRIBUTED FROM THE EXISTING 120 208 VOLT 3 PHASE 4 WIRE 2500 SAW-CUT EXISTING CONCRETE FLOOR THIS AREA AS REQUIRED FOR NEW COLOR N0: RED BAY / SW 6321 COLOR/N0: COBBLE BROWN / SW 6082 2 VERTICAL SURFACES INSTA-HOT. / 35 / NEW WROUGHT IRON FENCE a o 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. 7 COFFEE MAKER TO BE PROVIDED AND INSTALLED BY TENANT. PROVIDE NEW OF THE HOME RUNS FOR INDIVIDUAL CIRCUITS. 36 ALL ROOMS TO RECEIVE PAINT (P-1), RUBBER BASE (RB-1) AND CARPET P ITEM: PAINT - ACCENT COLOR/N0: T.B.D. o PA/PM: A. CATALDO WATER LINE TIED INTO EXISTING LAVATORIES PLUMBING WITHIN WALL. 0 _ P ITEM: PAINT - ACCENT 1 —WILLIAMS �. REFRIGERATOR TO BE PROVIDED AND INSTALLED BY TENANT. PROVIDE NEW 21 CO�DI�IONINOKENDETECTORS TS EEXCEEDINGTTH OOTCFMTISHUT DOWN TRYALL PROV D CC 1), U.O.N. 3 MFR: SHERWIN-WILLIAMS 0 COLOR N0: NOMADIC DESERT / SW 6107 PL ITEM: PLASTIC LAMINATE - SEE METAL WALL STUD TABLE ON SHEET A8.2 TO SELECT APPROPRIATE < DRAWN BY- F.T.M./ M.H. I ® U 20 ESE ARE FACTORY IDE 37 PAINT IN THIS ROOM TO BE SEMI-GLOSS. COLOR/N0: HOUSE PLANT / SW 6727 COLOR/NO: RESTROOM PARTITIONS WALL STUD SIZE FOR WALL HEIGHT. � _N WATER LINE FOR ICE MAKER. CONNECT TO EXISTING PLUMBING IN WALL. ON ALL NEW TRANE OR EQUAL UNITS PER OSH NATIONAL ACCOUNT. FINISH: T.B.D. '� 9 NOT USED. ( ) FINISH: T.B.D. - MFR: T.B.D. JOB NO.: SNR12-0011-00 cV) 22 INSTALL FIRE ALARM SYSTEM TO BE PROVIDED BY ORCHARD SUPPLY 38 SEE ENLARGED RESTROOM SHEETS FOR WALL FINISHES. P ITEM: PAINT - ACCENT P ITEM: PAINT ACCENT COLOR/N0: T.B.D. V 10 PROVIDE SEMI-RECESSED FIRE EXTINGUISHER CABINET AND FIRE HARDWARE VENDOR. _ 11 MFR: SHERWIN-WILLIAMS o 0 EXTINGUISHER BY POTTER-ROEMER. CABINET TO BE ALTA SERIES 39 SEE MILLWORK ELEVATIONS FOR FINISHES. 4 MFR: SHERWIN-WILLIAMS COLOR N0: ORCHARD SHAMROCKrsO EXISTING z SHEET INSTALL BURGLAR ALARM SYSTEM TO BE PROVIDED BY ORCHARD SUPPLY COLOR/N0: GOLDEN RULE / SW 6383 / MITEM: SOLID SURFACE MATERIAL a •Q #7013-DV, STEEL WITH RECOATABLE WHITE FINISH - PAINT 23 40 PROVIDE PLASTIC LAMINATE (PL-_) AT THIS WORK COUNTER. FINISH: XXXD. FINISH: T.B.D. 1 MFR: T.B.D. o (SEMI-GLOSS) TO MATCH ADJACENT WALL. EXTINGUISHER TO BE HARDWARE VENDOR. 0 RB ITEM: RUBBER BASE COLOR N0: T.B.D. A z N #3005, 2A:108:C. SEE DETAIL 18 ON SHEET A8.2. 24 PROVIDE FIBERGLASS REINFORCED PANELS FRP-1 BEHIND DRINKING P ITEM: PAINT ACCENT COLOR/ NO: CONDUIT RACEWAYS AND POWER ONLY FOR INTERIOR AND EXTERIOR 41 FOUNTAIN AS INDICATED. ( ) 5 MFR: SHERWIN-WILLIAMS 1 MFR: Q 11 INSTALL "MATWORKS" GRID MATTING SYSTEM PROVIDED BY TENANT. SECURITY CAMERA SYSTEM PER THE ORCHARD SUPPLY HARDWARE IVOIRE SW 6127 COLOR/N0: o -Q PROTOTYPE. 42 EXISTING FINISHES TO REMAIN IN THIS ROOM. COLOR/N0: / SIZE: -`; 12 LINE OF ROOF ABOVE. FINISH: T.B.D. w 25 CONTRACTOR TO FURNISH AND INSTALL UNISTRUT (2) FOR EACH ISLE FOR cn w 13 WROUGHT IRON FENCE, TYP. OSH SIGN VENDOR TO HANG ISLE SIGNAGE. 43 METAL LOCKERS: T.B.-D. CAUTION : IE THIS SHEET IS NOT 30" x42" IT IS A REDUCED PRINT 3 rA 1 2 o O A A6.3 Q A4.1 A6.3 A6.3 F H W 1 ; i 1 c $ � �[ 1 I p +NCV Lu t LLIz Ldt 4 2 ! C o t . � I � O COFFEE w VESTIBULE SHOP s i ' 100 _ 113 o O A I— s S I I ^. ^ i ....«....r...................... .-..._... .,,..,.......r,r.....«.......__,.._„r,rrr ......,............ _ .....«r..,.... .....,.......,........ ,rr...,« ,r............µ.....rr..r............,..,. .r,._.... ..., ......,...,.«..r...�....,..r...,r, rr....._, ..,. 1 O WN QQN r O O O O O O ' � ;: � m 0 E E � o � I E W W o ® I Q J E A t w N p 27'-11 1/2" 26'-6" \ ® 83,_7„ 40'-6 1/2" g'-g„ w 4 E D DI D D D D D z E p I = pOi CID 00 V S7 F U O O i 54'-3" 12'-.3 1/2" 17-0 1/2 m � o vcq uE m brJ m 11 'bp .5 O ' d+ 4 0) Q N U J sad; p V N E cv 5.4 'v N u�i w -Ep i 3 z �n A6.4 a_ ! ouj ry co O I w ................... Q0 A �, k c 6 m q I p s ................... . ...., ^ 0 3 : .,.... C° NURSERY 4 °C 5 z � � cc W.. __ 112 0 I CD •'.1T.7,ti!1r'57w`. ..'�`"Alr.;i'...m.+l+•7.n..,,.:..-.+......'w•�,,t?;t•�YP'�;� dam'^"• RECEIVING 4 w STOCK ROOM I A6.4 m • 102 ; i /• '^ M, r...rr....r..rr.r...«....r.«.«.. ..r....r.,r ,..»....r.«.....r..r.r..,rr..««.r...rr.,. ......rr.. ........r... ..... ..,»,...... '..,....r......rrr«r.rr.. ...r.....r. .««.....,rMrr....r...,.....r....«.rr.. .r.r.....,. .»......_.» ........r.....r.r. rr....... ..r,.r..,... ....r.... ..................r........r........r,...,-. «..... ....................,........... ......r...........,..._..r. ......................wr...:..,............,........... .....r,..., r....r .r.r... .,...... ..r...,......,... ......... .r„ .......... ......r.....«....«.....r.....«.....r..r...., .........»..r...... ...�..........r............ +r..r...r. ......r.........«....r..r.....r... _..., ....w........... .r.....r............., ............. ....,....rm. r...m.. «........ «r.r....»«r...r... ...r..... .rr..r... ..r�r.......r «w.,r... «....,..........n.... Z 4 i z i ® SALES 6 w rD AREA B CC A4.1 101 A4.1 0 A i ui ® J `° EQUAL EQUAL ® D o O D O ¢ ■ r� U J Lu 5 o J CASH ® 2 Lu OFFICE F �.4 w 109 " OFFICE o z f ® w I U 1" 110 a , ry ® 0 --I�=-. -I-------�- COMPUTER � I ROOM J �: i CONFERENCE i 108 A 6 a ;4 Q ROOM - ` 107 ------- 7 N7 37 sz ` I U) < ❑ i o i � vi 0 z A w ® ® o _ w �— f I ® vj BREAK O ~ I � � ROOM i co I p V I Lua rA 5.'1� A WOMEN'S i I t 4 RESTROOM STORAGE I 3 z I Lu z I ��`:'' ... • `.i'��, 105 � I s: " w PALLET SOILS w c�.� ----------- I �- ,.. w MENS RESTROOM Y o 6 _ o V).,.. S/ 1' r , uj ry LL] Z V J V J A5 O W � z Z r ry P O O rA .6 3 Q w5s w W 2 6 i E ; o � � i I C m � W W A � C D E F G H Q o � � A4.1 w J m � N O LU r Z I- •- I� et N O O Z ❑ � N � = J N V _ REFLECTED CEI LING PLAN � w , I I ¢ J SCALE: 3/32"=1'-0" o _ F- a m m co m w PLANLEGE D � Q F_ F-Q I_LJ Y F- z z SEE SHEET AO.2 FOR GENERAL NOTES _J < �- w w NEW AREA OF 2'x4' SUSPENDED CEILING GRID & TILES ® SUPPLY AIR GRILL - SEE MECH. DWGS. o LL < m cn cn Q 1 - SEE PLAN SPECIFIC NOTES FOR SPECIFICATIONS. = W w < < �- w a 0 m 0 SUSPENDED CEILING SYSTEM THROUGHOUT TO BE ARMSTRONG/USG 2x4/2 x2 NEW CEILING-MOUNTED EXIT SIGN W/ BATTERY BACKUP, SHADED o f- i- m w ) w 5 XXXXXXXXX WHITE TILE WITH XXXXXXX EDGE, WITH XXXXXX GRID. NEW 5/8 TYPE X GYPSUM BOARD CEILING or SOFFIT ®N QUADRANT INDICATES FACE OF LETTERING, SIGN TO INCLUDE g o o w o w #--- o CD 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. m � co U' z z z p V) U) zozoz ❑ �2 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 o > w a J -J J ELECTRIC BALLAST - SEE ELEC. DWGS. (� QUADRANT INDICATES FACE OF LETTERING, SIGN TO INCLUDE z¢ v v v m m U m v �3 THIS ROOM/AREA IS OPEN TO ABOVE. E DIRECTIONAL ARROW AS INDICATED - SEE ELEC. DWGS. ►---i EXISTING STANDARD 4 OR 8 STRIP FLUORESCENT FIXTURE TO REMAIN. N N N N N N N N ® THE CEILING/LIGHTING IN THIS ROOM/AREA IS EXISTING TO REMAIN. NEW GOOSENECK LIGHT FIXTURE. w r- � L6 r, (o r- to co a, 4 HIGH-BAY FLUORESCENT FIXTURE. o r N o N N �I ❑ c' oriCD000Cfo ~ WAREHOUSE AREA IS OPEN TO ROOF STRUCTURE ABOVE. SEE ELECTRICAL NQ10E� EXIT SIGNS SHALL BE SELF-LUMINOUS TYPE OR ELECTRICALLY ILLUMINATED � o 0 0 0 0 0 0 DRAWINGS FOR LIGHTING LAYOUT. 4' HIGH-BAY FLUORESCENT FIXTURE WITH 90 MINUTE 1400 LUMEN & ENERGIZED FROM SEPARATE CIRCUITS, ONE OF WHICH SHALL BE FROM 1 j EMERGENCY BATTERY BACK-UP. STORAGE BATTERIES OR AN ON-SITE GENERATOR. o © PROVIDE METAL STUDS AND GYP. BOARD HEADER AT ___ A.F.F. NOTE: ADDITIONAL DIRECTIONAL EXIT SIGNS MAY BE REQUIRED PRIOR TO FINAL � 8 FLUORESCENT STRIP WITH WIREGUARD AND ELECTRONIC BALLAST. INSPECTION AND SUBJECT TO BUILDING INSPECTOR. `C 07 DASHED LINE INDICATES LOCATION OF UPPER CABINETRY. o PA/PM: A. CATALDO LOW VOLTAGE TRACK LIGHTING SYSTEM WITH SILVER FINISH. PROVIDE o ALL COMPONENTS NECESSARY FOR A COMPLETE AND OPERABLE v DRAWN BY: F.T.M./ M.H. I ® SEE DETAIL 9 ON SHEET A8.4 FOR TYPICAL INSTALLATION OF LIGHT SYSTEM. VERIFY EXACT COLOR AND A.F.F. MOUNTING HEIGHT WITH N SWITCHES AND T-STATS THROUGHOUT, U.O.N. ARCHITECT/TENANT PRIOR TO ORDERING. w JOB NO.: SNR1 2-0011—00 � m z V) j TRACK LIGHTING TO BE ALTERNATE BID ITEM - FLUORESCENT PENDANT ON BLACK CORD WITH FROSTED GLASS AND c FLEXIBLE TUBING. Q SHEET A 10 THE CEILING OF THIS ROOM IS TO BE PROVIDED WITH (1) LAYER OF R-19 cn o UNFACED FIBERGLASS INSULATION. �N NEW WALL-MOUNTED LIGHT FIXTURE - SEE PLAN SPECIFIC NOTES & Z N ELEC. DWGS. a o -, w w CAUTION : IE THIS SHEET IS NOT 30" x42" IT IS A REDUCED PRINT NOTE: ALL DIMENSIONS & CALLOUTS SEE SHEET A0.2 FOR GENERAL NOTES 0 TYPICAL FOR EACH ROOM, u.o.N. SEE SHEET A0.3 FOR ADA RESTROOM NOTES & DETAILS Z a W w � TE o � PLANSPECIFICNOS z w m czU-i1 WATER CLOSET - FULLY ACCESSIBLE FLOOR-MOUNTED WITH FLUSH v VALVE. (SEE PLUMBING DRAWINGS FOR SPECIFICATIONS.) ui 1a WATER CLOSET - REGULAR HEIGHT, FLOOR-MOUNTED WITH FLUSH o 0 I I 1 ® VALVE. (SEE PLUMBING DRAWINGS FOR SPECIFICATIONS.) w U �2 URINAL - WALL-MOUNTED URINAL WITH FLUSH VALVE. INSTALL AT o 0 i BOTH REGULAR & ACCESSIBLE HEIGHTS. (SEE PLUMBING DRAWINGS FOR ~ `~ — — SPECIFICATIONS.) Of r.�'� .CD i � �+�i — �3 LAVATORY - FULLY ACCESSIBLE, WALL-HUNG, SELF-RIMMING, PORCELAIN m SINK WITH WRIST BLADE FAUCET CONTROLS. (SEE PLUMBING DRAWINGS I I n I 1 i it FOR SPECIFICATIONS.) ov 1 1 i 1 1 i 1 i i i 1 i 1 I 1 1 I I Q -j1 1 3 -- iw cz VIS® EN'S RESTROOMELEVATION WOMEN'S 'RESTROOM ELEVATION I- �. TOILET PARTITIONS................ 1 4, o' o „_ LJ . ............ A _ - - - - _ - i - SCALE: 1/4„_-1'—0SCALE: 1/4 0 - I U- a ; o e; II w 42 GRAB BAR - TOILET COMPARTMENT SIDE GRAB BAR, o 1 BOBRICK `F NfN` I I I ?I B-6806x42, 421 X 1-1 2" DIAMETER GRAB-BAR WITH BOBRICK 0 ---------- -- -' B-2583 CONCEALED ANCHOR PLATES Z r --r LLI l © 18" GRAB BAR - TOILET COMPARTMENT VERTICAL SIDE GRAB BAR, cl) iP ;. • ' i i - BOBRICK B-6806x18, 18L» X 1-1/2" DIAMETER GRAB-BAR WITH BOBRICK o r i I i 0 B-2583 CONCEALED ANCHOR PLATES. .� —� �- - - - -I— JFr, I i i ' ----- - ---- - -- 7 36" GRAB BAR - TOILET COMPARTMENT REAR GRAB BAR, BOBRICK w 5 0 0 --� B-6806x36, 36L" X 1-1/2" DIAMETER GRAB-BAR WITH BOBRICK m o 8 0 N w _ B-2583 CONCEALED ANCHOR PLATES. tu rn I I � m .� bn �, •� o b' SOAP DISPENSER - WALL-MOUNTED, BOBRICK B-2111. J .v N N ° N O N I I I- Q � N - - -- ------------ - -I - - - � - - - - ao N 1 I 0 PAPER TOWEL DISPENSER & WASTE RECEPTACLE, RECESSED - *_Li ----------------------- -------------- BOBRICK B-3944. I z `I 0 L & ``I _ . . I :•. '. 10 TOILET SEAT COVER DISPENSER, SANITARY NAPKIN DISPOSAL � C, .. •- I �' � � _ ,k.,r....•�h�.. ..r_:;y.J.-Y.•......... yrr'M:an•,.r. w:�.7,�...w TOILET TISSUE DISPENSER, RECESSED BOBRICK B-3574. �to � • .•. . �� • ' . ' �' � . . � �' WOMEN'S RESTROOM ELEVATION . 1RESTROOM ELEVATION I I 11 TOILET SEAT COVER DISPENSER, SANITARY NAPKIN DISPOSAL & TOILET j SCALE: 1 4"=1'-0" D SCALE: 1 4"=1'-0" a;µ I = I 1 TISSUE DISPENSER, PARTITION MOUNTED - BOBRICK B-357. (SERVES `z / / t i i TWO TOILET COMPARTMENTS.) o T Li w I I I cc I 12 TOILET SEAT COVER DISPENSER & TOILET TISSUE DISPENSER, RECESSED m u. Q BOBRICK B-3474. ui , L--------------�--- Q ? 13 TOILET SEAT COVER DISPENSER & TOILET TISSUE DISPENSER - PARTITION z g MOUNTED, BOBRICK B-3479. (SERVES ONE TOILET COMPARTMENT) z z O �f _ LU j NAPKIN TAMPON VENDOR - RECESSED, BOBRICK B-3706 SERIES. / w V OWNER TENANT TO APPROVE COIN CHARGE. OWNER/ / w - - LL HEIGHT x FULL WIDTH FIRST QUALITY MIRROR �; ,: k... ...,.r..._�.,.-....�:.:...:.»> , . , I.• . . - .'I. I II 15 MIRROR AT SINK FU U w I WITH BEVELED EDGES. m — I I - 1 I - i - i I -•I 1 •11 11 I 1 1 1 1 �• 3 ,o... ,.,, , ;., -.., kl h*2 MM r 3.. tl P s •Y i tri 'N N .:. ,. o. "uvea�... .. >.. ,H.e. 5 �'� ,r, ff f ,,. ,,. , ,r, .. ,, ,.. v i rGj. ..� w... W,. e _.c. .x�`. z ..�,... ... ,.. .... ,.. 1:. .... ......, a ,...4� „ ,:.,.. ,,..-... r .,. r .._ i,.. 24 x 72 FIRST QUALITY FRAMELESS MIRROR WITH BEVELED EDGES Q (FULL HEIGHT MIRROR REQUIREMENT). I6,_O,f 8,_Q„ I 0 I 17 ADA WALL-MOUNTED SIGNAGE. SEE DETAIL _ ON SHEET A0.3_. z a) MEN b) WOMEN O z vi z w a MEN'S RESTROOMELEVATIONui 0 SCALE: 1/4"=1'-0" E 0 0 LLj > o LL] v z w /20 0 A8.2 6 � W z w C) O ENLARGED` RESTROOMREFLECTED CEILING PLA %I ui SCALE: 1/49f=1 0 a < W 2J Wo , Q1 a a a am as - x a VJ M4 I;.- r=; 1�.- P; 9;1 �m* 46 19—M �g V) I Q O 0000000000000V) 23 J N o w CILI G LEGE D0 o_ , w z I I I l.:, m ;� I1r; A8.2 I tri N ooui U L I NEW AREA OF 2x4 SUSPENDED CEILING GRID & TILES o r; ® - - - - - - SEE PLAN SPECIFIC NOTES FOR SPECIFICATIONS. 3 Jf Z w 0 0 0 0 0 0 0 0 I 1 _- a as as a s I NEW 5/8 TYPE X GYPSUM BOARD CEILING or SOFFIT �- [461I N USE RATED MATERIAL & CONSTRUCTION WHERE REQUIRED. om , r—� 8' FLUORESCENT STRIP WITH WIREGUARD AND ELECTRONIC BALLAST. � 73 EQ. 3-0 3 EQ. o a METAL LOCKERS: T.B.D. REFRIGERATOR SPACES SPACES -' 9'_1" 3'-7 1/2" B ® SUPPLY AIR GRILL - SEE MECH. DWGS. w -A2- -A1- I MILLWORKELEVATIONS BREAK ROOM z ................................. SCALE: 3 8"=1'-0" G i' I.' ''.' ' •1 I w . . % = w —' — — — — '— — — - —77 i — i — , — , — , — , — , �1 - i II w ° C WOMEN'S a -1 RESTROOM j1 r I , � ' I— » » 3 1 8 1 D I 17b 15 EQUAL SPACES 2" 1 -3 1 -3 2 8 EQUAL SPACES 2 1 -3 1 -3 2 7'-5 1/2 1 1/2 \ i it 0 �� x cn 04 I A \ I z =.r � � I o — - (n ----- S N T�.— — r--------- r-- o W I I � W w 1 5 11 p� HEIGHT REQUIREMENT LEGEND as a as a a a ' ��// Q Z Z % I I ,I Z LL � � OO _.,.___... ,._ ._._._ _ . _. ___ Q W S S 1 \ 1 1a it i II 5 z 0 w w N CV 24 I I 1 2 0. A8.2 w I- `V `V TYP. I 7 i i 3- 2 0 w w w w 1 U OPEN ,,,- �- �� . OPEN ,, OPEN .� OPEN OPEN OPEN o o w o 1 STORAGE 1 11 1 a m r: --I I _ .s, n ,. N � ~O �Do N N I'7 Lu N � % x J r N �- 5 0 5 0 5 0 5-2 2 4 2 4 9 1 2'-4 1 �o i _ _ " _ a N = W I _ V) 22'-6" t13'-9" 9f_0„ L I cfl 27 r 7r 7r 7r 7r Q _B3- _B2_ -B'� _ 1 \ I I " ACCESSIBLE STANDARD ACCESSIBLE STANDARD m w 12 \ i i `� HEIGHT HEIGHT HEIGHT HEIGHT o CGS WORK COUNTER ELEVATIONS OFFICE #110 N ► 1'-6" , ; I 10 1 Q ~ co „ 1-199 , „ , „ I 1 m z w SCALE: 3/8"=1'-0" I w 5-6 3-1 3-1 3 -1 I 1 I w cn ry CLEAR I z z -------------- -- 4 w w � � � Q 17a y I 6 I I 7 I = � � � � wo ¢ o IL o- in I 8 -7 1 2 3-� I IM. MEWS 1 i � � m � ww g D B REST OOM i I _ ® m m cn z o o' o o' C) I 1 in 11 0 V)V) � ? I- o L_ J 03 i - v W >- waowow — 1 U ¢ N V V U D_ m V m U E. _ w 4. y ! 3 r vr, 'S , ......i. fi.. .... �x"5,,...',•f.N k.�Y.x ..x.r.t.., ..h?.l..b:.T.+.....�'h. M. .xhN,.,...i....,i..ar..h >�,.>• t9w.�VY,:.,3#,., ,I, ..i ,,..v, i r r m fa+' h I i f V r 1 -a OPEN ..n 0 ui N N N N N N N N ui 0- Z Ln I- co I- O N 5-8 f, 5'_0" O Q i= N O N 0- V O p 0 p 0 0 0 -� 26'-4" w 0 LIJ t9 I _ CD � 10 14 16 z PA/PM: A. CATALDO O �• 12 15 Q C) < DRAWN BY: F.T.M. / M.H. U- N - - 3'_6„ ��-6" w z w z �� I- 0- z o o _° JOB NO.: SNR12-0011-00 ry 10- Q F- Q o X � 0- o 0 Z_ ° < o z w Q SHEET A •Q : � Dm - C� J Q m Cn 0 6 Q � Q � oO z ui cn MILLWOrRK ELEVATIONCOFFEESHOP% EnNOLArRGED REST"R"00MPLA F° SCALE: 3/89t=1'-0" SCALE: 1 4"=1'-0" 1 w i / w CAUTION : IE THIS SHEET IS NOT 30" x42" IT IS A REDUCED PRINT SEE STRUCTURAL o 0 DOOR SCHEDULE SEE SHEET A0.2 FOR DOOR GENERAL NOTES 0 -� 3:: z Wa ®®®R CIO FRAME FIRE HDWARE o 0 o DOOR ROOM NO. ALL DOOR THICKNESS ARE 1-3/4" U.N.O. N N REMARKS c� ALUMINUM CONCRETE WALL NO. & NAME WIDTH HEIGHT THICK MATERIAL FINISH MATERIAL FINISH RATING 0. u _ STOREFRONT FRAME TYPE VVI® E � -cz v 4 a 100 100 A PR.3'-0" g'-p" _ NARROW STILE CLEAR ALUMINUM CLEAR NONRTD SL-01 a v VESTIBULE ALUMINUM STOREFRONT ANODIZED STOREFRONT ANODIZED z o CLEAR 100 NARROW STILE CLEAR ALUMINUM 100a VESTIBULE A PR.3-0 8-0 - ALUMINUM STOREFRONT ANODIZED STOREFRONT ANODIZED NONRTD SL-01 0 BACKER ROD AND o SHIM AS REQUIRED "� 1000 91 STILE CLEAR ALUMINUM CLEAR - w o SEALANT 100b VESTIBULE A(SIM.) 3X 3'-0" 8'-0" - ALUMINUM STOREFRONT ANODIZED STOREFRONT ANODIZED NONRTD SL-01 V i 100 „ ” NARROW STILE CLEAR ALUMINUM CLEAR o 0 100c VESTIBULE A PR.3-0 8-0 - ALUMINUM STOREFRONT ANODIZED STOREFRONT ANODIZED ry NONRTD SL-01 r- C EXTERIOR / INTERIOR 101 101 ,_ to ,_ " _ HOLLOW METAL. PAINTED. HOLLOW METAL. PAINTED. NONRTD 01 0 .� INTERIOR INTERIOR 4 SALES AREA D 3 0 8 0 102 A.B.S. PAINTED ALUMINUM. GALVANIZED o 102 B PR.3'-0" 8'-0" PER MANUF. NONRTD 02 RECEIVING STOCK ROOM STEEL o 103 103 D 3'-0" g'-p" - HOLLOW METAL. PAINTED. HOLLOW METAL. PAINTED. NONRTD 07 0 -� MENS RESTROOM BLDG. LINE 3/4" CHAMFER TYP. 104 " HOLLOW METAL. PAINTED. HOLLOW METAL. PAINTED. BEYOND o 0 CE) WOMEN'S RESTROOM D 39-099 8-0 - NONRTD 07 u o GLASS •_ ALUMINUM STOREFRONT 105 " HOLLOW METAL. PAINTED. HOLLOW METAL. PAINTED. `� J 105 D 30-011 8 -0 - NONRTD 06 INSULATED SYSTEM STORAGE U- DOOR STOP AT JAMB GLASS106 HOLLOW METAL. PAINTED. HOLLOW METAL. PAINTED. o BEYOND ED BREAK ROOM D 3-0 8-0 - NONRTD 03 W U 107 107 p 3'-0" g'-p" - HOLLOW METAL. PAINTED. HOLLOW METAL. PAINTED. NONRTD 04 0 BOTTOM RAIL TO MATCH CONFERENCE ROOM z DOOR FRAME /�/ N 108 , " HOLLOW METAL. PAINTED. HOLLOW METAL. PAINTED. wV 1! 1DOW H EAD (JAM S I 108 COMPUTER ROOM D 3-0 8-0 - NONRTD 05 LO EXTERIOR RAIN DRIP DOOR SCALE: 3" = 1'-0" EWISF-Conc_hd_ins_ff-01 r 110 110 D 3,_0„ 8,_p" _ HOLLOW METAL. PAINTED. HOLLOW METAL. PAINTED. NONRTD 05 0 `T BOTTOM SWEEPS VINYL WITH O OFFICE •2 STAINLESS STEEL FASTENERS. 111 _ NARROW STILE CLEAR ALUMINUM CLEAR = 111 PALLET SOILS A 3'-0" 8'-0" ALUMINUM STOREFRONT ANODIZED STOREFRONT ANODIZED NONRTD SL-01 bo o COLOR TO MATCH DOOR. 111 F 3 WROUGHT IRON GATE. PAINTED. WROUGHT IRON. PAINTED. NONRTD G-03 XIT DOOR FROM PARKING, PROVIDE PANIC HARDWARE. o o 111a -0 of8-0" 2„ PALLET SOILS ma� THRESHOLD SET IN SEALANT �, 111 WROUGHT IRON GATE. PAINTED. WROUGHT IRON. PAINTED. OLLING GATE AT NURSERY BY-PASSING m .�� , •� o AND SEAL EDGES OF ENDS 111b G 4-9 10'-0" 2 v PALLET SOILS " " '� NONRTD G-02 J •� o v V N 112 , " _ NARROW STILE CLEAR ALUMINUM CLEAR ¢ v 5 0 �` N N PEMKO 170 _ OR 171 _ 112 A 3-0 8-0 NONRTD SL-01 NURSERY ALUMINUM STOREFRONT ANODIZED STOREFRONT ANODIZED V) �' a, a� INSULATED GLASS 112 " WROUGHT IRON GATE. PAINTED. WROUGHT IRON. PAINTED. XIT DOOR FROM PARKING, PROVIDE PANIC HARDWARE. `� �'"• b0 `y Q""" 112a NURSERY F 3,-0" 8-0 2 NONRTD G-03 U � r- 112b 112 G 4'-9" 10'-0" 2" WROUGHT IRON GATE. PAINTED. WROUGHT IRON. PAINTED. NONRTD G-02 OLLING GATE AT NURSERY (BY-PASSING). zQ FILL CONSTRUCTION CONTROL NURSERY - _ _ w v ' 113 113 3'-0" 3'-6" 1-3/4" PLASTIC LAMINATE. .NONRTD 08 ILLWORK DOOR JOINTS THAT CONTINUE UNDER H ALUMINUM STOREFRONT O COFFEE SHOP PROVIDE BY MILLWORKER 0 © v THRESHOLD WITH SEALANT. SYSTEM CT �' 1/2" EXP. JOINT MATERIAL, Q WHERE OCCURS w COORDINATE WITH SLAB AND o 0 6 o EXTERIOR WALLS DOOR HARDWARE vARE DOOR TYPES O TEMPERED GLAZING m o EXTERIOR INTERIOR 0 Q . O ALTERNATE THRESHOLD w _ A -THRESHOLD SET IN SEALANT SEE SHEET AO.2 FOR GENERAL DOOR NOTES ~ AND SEAL EDGES OF ENDS, z cc FINISH TO MATCH DOOR FRAME. 3 0 t 1• REFER TO THE PARTITION PLAN AND SPECIFICATIONS (IF PROVIDED) �;_ ,� a a _ PEMKO 2005 _T FOR ADDITIONAL DOOR INFORMATION. �- h cV 14" X 14" CLEAR > } VISION PANEL, Lw � ••-• v VIEWER 'MMINUM SUDING GIA SS DOOR NOTES PANEL, °, TEMPERED 1 m � . WHERE CLEAR -' OCCURS TEMPERED 6 '� 4' x 1/8" THICK ,,;rf .;� ' ,�' a a 2. EXIT DOOR: ' - ABS WEAR PANEL. „ GLASS ,/ I °� T T T A. DOOR SHALL HAVE ONE INCH HIGHLETTERS READING: THIS "� �' EQ. EQ. DOUBLE Z STOREFROkIN'T DOORTYP. VERT. / HORIZ. MULLIONDOOR TO ,REMAIN UNLOCKED WHENEVER THE BUILDING IS � � ACTING -•-- BREAK AWAY 8 OCCUPIED . STAINLESS PANELS FOR cn SCALE: 3"= 1'-0" EDRSF-Sf_sec_c-01 13 SCALE: 3" = 1'-0" EWISF-Sf_min_ins_f-01 B. DOOR SHALL BE OPENAB FROM INSIDE WITHOUT THE USE OF STEEL 'Y z LE KICK-PLATE ,,—STAINLESS r' STEEL JAMB EMERGENCY o A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. (C.B.C. SEC. STEEL �, r° GUARD T T T T EGRESS 1008.1.9.3) �--�' WHERE j KICK-PLATE - z w OCCURS C. EXIT SIGNS TO HAVE A MINIMUM OF 6" HIGH LETTERS. -�� 0 " D C S A 3. J AUTOMATIC SLIDING DOOR PACKAGE WITH BREAK-A-WAY PANELS a INSULATED GLASS AS SHOWN PERSUPPLIER. PLAN. VERIFY REQUIRED WIDUGH TH C.B.C. N008.1.4ING H FLUSH HM DOOR FLUSH HM DOOR TRAFFIC SLIDING GLASS 2 `� 0 DOOR SUPPLE DOOR SHALL C C .2 US � AND 1133B.2.3.2. L`1 0 o ALUMINUM STOREFRONT BREAK ROOM o SYSTEM 4. PROVIDE WEATHER STRIPPING OR FIRE SEALS. REFER TO w INTERIOR ALUMINUM STOREFRONT SYSTEM SCHEDULED FIRE RATING AND HARDWARE SCHEDULE. w 0 Fe o w — DOOR STOP w 5. THIS DOOR REQUIRES ELECTRICAL CONNECTION. 13 — — w ` _j INTERIOR - 3/4" x 3/4" ate. ' EXTERIOR C) 0 a 6• DISABLED ACCESS/EXIT SIGNAGE REQUIRED. 3/4" x 3/4" PICKETS w V „ Y PICKETS @ 3-1/2 O.C. < uj w 7. PROVIDE CONTINUOUS SURFACE MTD. ALUM. THRESHOLD ACROSS �-► THE ENTIRE DOOR PACKAGE. FINISH TO MATCH STOREFRONT. WELDED WIRE a BLDG. LINE . j f '.,b �,� fy,4 1 .y% "r* iX'��' 3ty p�j h 3g �•• l BEYOND � 't 'r'yv''� iv#. �i4't�°1 x✓;kn� '��+lh ,. y MESH, INT. SIDE. V) 94 WEEP HOLES COORDINATE ' T z WALKWAY WHERE TRAFFIC DOOR. NOTES �g � q ' PANIC BAR. o k4 ? "+�,'3Sn WITH SEALANT " ;�# e as > °' PROVIDE MTL z OCCURS , �M. w GLASS o o BACKER ROD AND SEALANT 8. HARDWARE BY DOOR SUPPLIER. , ;u , , . ,�3 ti •'x" PLATE FOR FINISH FLOOR , RM PANIC BAR. o �. 9. RUBAIR DOOR, BEIGE FINISH. OSH TO FURNISH AND G.C. TO INSTALL. , r� � • LATCH GUARD w EXTERIOR ,�x T T � , d WELDED WIRE , �- r' . r4 , �p� p � (EA. SIDE IN 1=- f � � " K x` f MESH. PAIR 4 4 a 4 ` . SHIM AS REQUIRED )� DOOR DIM. o . a 4 COORDINATE JOINT WITH H O F E Q STOREFRONT POSITION < ALUM. STOREFRONT MILLWORK WROUGHT IRON WROUGHT IRON ROLL-UP STOREFRONTJAMB WINDOW SILL wrY r SCALE: 3" = 1'-0" EDRSF-Sf_'Jb_c-01 14 SCALE: 3" = 1'-0" EWISF-Slab_sl_ins_ff-01 9 DOOR SLIDING GATE GATE T.O. FENCE 4 1/2o) +16'-0" ALUM STOREFRONT 7" PER STRUCTURAL U z w it000 5/8" TYPE 'X' GYP. BD. EACH ALUM BREAKti, " . , °-�• ; v w SIDE OVER METAL STUD. SEE SHAPE OVERk .ti. '_�, t aya,3•,>� ia'4d�kfF d-d s,t.a 'a'ayy.'tk r w . w ff f, f N' 3 i u 3Nr d.l;if F�S JAG 3IYMN.ia 13 t�Cr`r3i ; n !. ';C3ti"i 3yi fk:,,"h r.wr eii0s r?! w'°jiea la'�HE 3 � ,f „ •'� d 3 fi Vie-t �.d'1�3i5�3a .d 3H d `fi s i dy i F`'L Q 2 X 2 X 1 1 GA. STEEL 1 1/2" X 1 1/2 X STUD TABLE FOR SIZE AND (HSS BEAM, SEE ��dr's3 CONCRETE WALL POST AT 8'- O.C. MAX. / S 0 61,wh s rs'e! 3 a'4m d'I Gu 14 GA. TUBE STEELPACING STRUCT. DWGS. 3 a� >- .. Al.� >, d. � 3i� 3 s. •> ..... ....,. �kq. %.I'tnr 3 1 K d f.N3' 13 j: SPACING " EXISTING WALL. " ` '� '�" a v RAILS / f," �,i,,3, m t! `�'1i;dSS"y+,,ujk�,'a'fiL�iE�+f YaU, %iti P !"Yu,jl Nz3ytr7a,L� 4s — INSULATION WHERE OCCURS 3a ,� " „ ;,3 ,v'« � t ,d�f�3 SLIDING DOOR HEAD _, aiyrio'c�x a, Lrw. P�,�, qm hPk �' ""d'nwf tia L a i i; `a;, eu i e,ww�,h4333 3iaNt3Gi3k k 4 uFs 3,Y n j 3 3 e 1 't.: ,;'✓ 'f1" 3^g d,`ry4!,`�:4t�dd+3d.a,sh-.":u?'3r'aa.i'Fr'i in"�3a3L,3Vc+ey'.'3r.,ra�i;3^ay!m'i,9wN+'!•'rad ir°uLry 34.:. I aI I w METAL TRACK ANCHORS WELDED TO wf " 4) U SQ. STEEL TUBE JAMBS T.O._DOOR •`:�' ,4rL a OVERHEAD D R IN \_1 II' 4 I 4 FRAME 3 AT EACH JAMB AND � �o3-5 8„ METAL STUD NESTED , WAT GATE DRIP (PEMKO o+7 -0 IN Mi¢ NCONTINUOUS CAULK 346 OR EQUAL) nw _ cC 3rf d3 zS3dw �� q 3�'�"!� �`�h�`�'a 1�3�d< a,+�r3 a F1'.. AND BACKER ROD ® �a3 "3f A�, 3 I a �� ` C f �i.' �� r 3�w .3i itiC i�Y�'i -•arz`kx 3�µ, iia 3�w+� >�.�d a��s r % ., ` Ss :°+41 SNni N�'q.;„ Y hdkr,F 3 i�a y"�r7e..�d�dn,wd�rr;�any�r 3d t:,:. 16 GA. HOLLOW METAL FRAME '-'-' � w 6 x 18 x 3/16 STEEL f� ,x �- ��; �E i BOTH SIDES. ;��ri~�5 ��;.,'.a��,f� ..��;��,��,�� d�a.;� I a � Q � I Lila T.O. STEEL PLATE T _ o DOOR FRAME PER SCHEDULE l: .r Hx �t ti3 ;r,w3� h3 a�' � � k � F;,�A£ CAST IN PANEL AND PAINTED z cn cn PLATES TO RECEIVE GATE - a . 4 .r r ,. „ ,r3 d d _ _I— _L_ — Q z z W #: "+ ',^. sa€ !��y"iii it r rasa a�s`�+ti�fi � f r —I W 1 „ Z , �"" " I L AW '�'X d�t�`y sC!rE a d5j HARDWARE AND FUTURE ELECT +4 0 z J ,nY , EXTERIOR o _o . I r �— STRIKE/ INTERCOM/ o o 3 ��. LINE OF WALL I _ _. v I N INTERIOR 4 U-iz � � CARD READER `� "r f, I �f-t ,, BEYOND Z w w O 0 0 (n .. _. z — wh- 0 o w DOOR PER SCHEDULE o a _ U z z FINW ._ _. .. z J p W W SEE OTHER DETAILS FOR _ _ , UJ 0- O O AUTOMATIC DOOR o DE o' _ - I— o � � TYP. FENCE CONSTRUCTION +0 -0 00 PACKAGE o m W Fa I = Y SEE DOOR SCHEDULE o DOOR PER SCHEDULE Q N N L � � 0 o w 18” 0 x 2'-0" DEEP PUSH/ PULL o w z Q Q N o 0 CONCRETE JAMB POST 3,_p" HARDWARE WITH k 5 3/4" J Z o GATE JAMB POST MIN. CLR. SELF-CLOSER PER o _ DOOR SCHEDULE o V' FOOTINGS I � I � W � CONCRETE WALK SIM.) M JA ROUG T IRO GATE DOOR EAD JA SI EAD DETAIL DOOHEAD` Q A 4 -1 ESIFE-Wroughtht iron ate 01 15 SCALE: 3" - 1' O" IDRAL Head 07 10 SCALE: 3 = 1 0 IDRAL-Jamb-03ral 5 SCALE: 3 = 1 -0 IDRAL-Jamb-03ral 3 SCALE: 3 =1 -0 EDRHM-Conc_hd_T-01 0 5i SC LE. 1/ 0 oug _ _g AL g g Q wm :D w ZD uj ujry < z z 0 a „ � 1— w w j 4 MIN. ,,, DOOR PER SCHEDULE o (� ¢ Q m o' z � z W J J 1— H f— — w Cn n— Lo PER PLAN 5 8 GYP. BD. 1- O rY a a 1-- v, a o a o Q� PAINT (TYP.) JAMB BEYOND �- ►= CO oC o s o O g U W w o PROVIDE REACH 0 V) V) z � o MTL. STUDS (SEE a ® "' z c� ccaOf i PLAN INTERIOR z z o z 1:1 z o AROUND ) 0 >- wQJw -� w LATCH AT INSIDE i z 00ua_ miJm � r OF GATE "Z"' ANCHORS —2X WOOD BLOCKING i DOOR SWEEP/SHOE - > C-)- � ' I EXTERIOR 1- N N N N N N N c.1 1-i-1 r, co u i � (6 t\ co co SEE HARDWARE SCHEDULE 7 r cy) / " LINE OF JAMB BEYOND METAL THRESHOLD N o N N i= y 1 2 TYP. ori co co ri 1,0 of co Mx.. ... WALL BEYOND. LINE OF WALL BEYOND 0 0 0 0 0 0 0 w N HM FRAME PAINT Q ~ fFINISH FLOOR w o _ rY N Q C> \ DOUBLE ACTING N PA/PM: A. C ATALDO "�.. o o TRAFFIC DOOR, SEE 0 CD = SCHEDULE a v DRAWN BY: F.T.M. / M.H. 1/4 TOOLED CONC. EDGE � T/0 (N) CONCRETE-----' a Q ' a w JOB NO.: SNR12-0011-00 z a VARIES a SEALANT OVER 1/2" EXP. ) ,. a . JOINT MATERIAL ~ (SEE WALL TYPES) ° z SHEET RECESSED TRACK a Q N o z N Q En LOW WWITH GATE JAMB D (MEAD SIM . ) DOORR SILL HOLLOW METAL DOR SILL uj 11"=l'-O" IMWCB- w ui m nt '- " 6 SCALE: 3"= 1'-0" IDRAL-Jamb-03_inte ral SCALE: 3" = 1'-0" EDRHM-Slab -01 2 w SCALE. Lo _eq p e SCALE. 3 1 0 g � - - I I . . . I I I I � I . I � I I . I . I I I I . � I . I . . I . I I I . CAU I ION : 11- IHIS SHEEI IS NOI ,50" 027 11 IS , A REDUCED PRINI . I . . . . I � __ . � I . ... 1. . . � � . I I I 11-1 I., .:,; . . �� 1-- � .. I I I I ��_ I I x ! I . . �,:__�._� . . .� . I � ., - . � � 0 -$ 1 � I I � 3: � � . I . - . . I � I 1!,'--- 1 42 1 1 1 1 >_ V) EXHAUST FANS � I . SYMBOL ABBR. DESCRIP'nON �.._ - I .1. z � w � � < � I I I I I ._; . - . I I . . �_�_ I I U_ I I I I 0 co I POC . POINT OF CONNECTION w � ELECTRICAL OPERATING � �_ 0� � - � i . UNIT MANUFACTURER QTY. SERVICE AIR QUANTITY ESP RPM I FAN WEIGHT I REMARKS I I . I . 1 . Uj 0 - . 1. I I TAG NO. & MODEL NO. I (CFM) (IN.) TYPE FAN I I BR. DESCRIP11ON I E]7�17� REMOVE EXIST. .EQUIP. OR PIPES WITH HATCHING . � I I . . I M (LBS) . I I I Uj 5 1 i HP (V/PH/HZ) . 0 Q � . � 110�D) I DUCT RISER (R) OR DUCT DROP (D) C) 1. I __ t z i � / EF\ GREENHECK � I PROVIDE FACTORY ROOF CURB AND BACKDRAFT M [3 . I Uj � I w � i I GB-91-4 1 SERVER ROOM 400 0.3 915 115/1/60 60 - I I " NEW CEILING SUPPLY DIFFUSER OR RETURN AIR GRILLE M i� � DAMPER. FAN TO BE CONTROLLED VIA THERMOSTAT. .. DUCT WITH SOUND INSULATION � >_ E � \-2-1 1 1 1 �= 0 E 0 1 - . i � � � I I I RELOCATED EXISTING SUPPLY DIFFUSER OR RETURN AIR GRILLE � SUPPLY AIR DUCT SECTION Uj I 0 � . PROVIDE FACTORY ROOF CURB AND BACKDRAFT � . F] 0 . I . . I 11.1 z - , =: U . . I I I GB-121-4. 1 RESTROOMS 1 800 0.75 1212 A 115/1 1/60 . 60 DAMPER. FAN TO BE CONTROLLED VIA TIMECLOCK. I I . R;�l F 7 EXISTING SUPPLY DIFFUSER OR RETURN AIR GRILLE TO REMAIN :_1 ...I I I RETURN AIR DUCT SECTION �_ 31- 11 i (P I I I I I I I I I . I 1 21 0 � I L/'-*-.,l I/_j �_ 4? g I I . . . I � I EXHAUST AIR DUCT SECTION . I �� i � I � � . I TING SUPPLY DIFFUSER OR RETURN AIR GRILLE TO r I L z I of a EXIS 0 C" I � � 2010 OREGON MECHANICAL SPECIALTY CODE - CHAPTER 4 - VENTILATION I . I I I 11 1 livol BE REMOVED I . D.L/U.0-.-�- D.L./U.C. DOOR LOUVER OR UNDERCUT DOOR of I ovi I .�..�" I I I I � a_ w � . I r . Single Zone . � ROOM THERMOSTAT WITH ZONE NUMBER I I . . . M I . 1, � Multiple Zone Recirculating Systems � 01 I 0 � � NEW THERMOSTAT LOCATION . : . Svstems . 6 1 . 0 I . -_ . M I I . I I I—— � I . I � I . 0 CD . I � Zone Outdoor Air Rate Outdoor Air Occupant Related AreaRelated BmathingZbne - Zone Air Zone Outdoor Outdoor I TEMPERATURE SENSOR WITH ZONE NUMBER � Zone Floor I Primary . I I 01 . 0 . .4 a . . I . _j - I Zone Population req'd per person Rate req'd per Ventilation Ventilation Outdoor Airflow Distribution, . Air Flow(Voz. System System Occupant Uncorrected Outdoor Nir Air Flow I . (p (T� I � Area(Az) . � Zone Primary Outdoor Air RELOCATED EXISTING THERMOSTAT I TIMER SWITCH < < -0 I . I hersity(D= Outdoor Air Intake(vot= PM%A � 1:�_:*, M ._. � i (Pz or Ps) (Rp) unit area(Ra). (Vp=-P.p*Pz) (Va=Ra*Az) (Vbz-=Vp-1�Va) Effectheness(Ez) =Vbz/Ez) . Outdoor Air Venti ation D � I ded I I Q . i I . I I I . I . . I � Airflow(Vpz) Fraction I I cz . I . (vot=v0z) I Efficiency(Ev) Ps/SUM(Pz)) Intake(VOU) Vou/Ev) . . ; I . I I I I i I W (D . . Vortvpz) � � I I . I I I I I Q!f . I I I I I . i I I _j I � . E I (ZP= I I I . REL RELOCATED I - CDWS - CDWS I � (people) 01. I Ich1person) (cfrnysp (atn) .(C (cfm (ratio) (0fro : I 11 I . . . < � . I fln) I i (cfrn) (c") (Cfm) I (cft), � (dm) � . I - CDWR - CDWR CONDENSER WATER RETURN ?z � I . I : I I i I 1. -11-11- .. . I I U_ � i I I . . .11 � � I . I I ,,,. . . [...."... I . ; . . I . 11 _ - I I . I , -� I I I . I : : -1 I � : . i Retail 1 80.73 ;, 5382 7�5 0.12 � . 605.475 1 645,84 1 1251.32 0,8 �14 ,I 1564 . � I REB - . 0 1 , . _, � I --_____ . CHWS- C i - I ._ I I - _, _ 1 ...0___ � � _6�_4 �..1-.1 I I I--------_ 0i;mul . -1------I I - -----------____,____________, . I HWS CHILLED WATER SUPPLY : I ; I � i . I I ; . . . ,R7U-1 . 5382 1 . I , : 16W 1 Uj . 1 80.73�, ; I . * 11 . . i . ! - . . . I I I I :1 11, I , ...."....'..........1....._,_�.. ........... . 1' I I1. . � . . 1-1.1_.__I I_.__.. I..........I——I—— ---11-1.......-1-1.11.111 _. I I � . I . I � 0 1 , : I I : i -CHWR - CHWR * CHILLED WATER RETURN . : . I .1 . I F-= . � � I 1, i . EXISTING I . : I , � i I I . . . I .11 I �i6i ".J. I . ._�, . I � 1, � I _ I.... (E) I I I . , � i I I I I I, : . 0 � Retail 101,265 0.12 75 2 156S61 0 1962 1 i I I I , 6751 T5 759.48 : ------I----1-...._ i i � E i I - � I HHWS HEATING HOT WATER SUPPLY z I I . - - ----------------------------- - , I . -HHWS- I RTU-2 1 :1,265 � 4 1 1 � � q Z' : I . . 675� . � : 1 2050 1 . . I i , : I . I . I, - I ... .� ....1111"J.'...-r...I...''......... : . I I - , . , I .1.11.1...r..",�'.11"rlllr""".'."".....I � "I"...1111,111*11"...11-1,11".-...I'll. , , 11�1111...1�� 11 0 i . - I � ; w I . ; . � 01% co . . : . I I ` ,, . � ,I POINT OF CONNECTION i i e ; -------------------------------I � -----------i . � I I ______,_,___.__________ I -.1-,---,----- . I L_ I I , : ..... -HHWR- HHWR HEATING HOT WATER RETURN co 00 I I . - � . : � ----j-- ----- � --------------- : . I U13 . : � j--_--- 0.8 I � 1962 1 --------------------- : I � I : I i F�: "tt ; 11 I Retail ,, 101.265 : 6751 7.5 ; 0.12 759.4875 1 810.12 1 156,9-61, 1 1962.01 . . 11.11.11�1111 .... I � � 1-1-1- 11 , � mm�"J �,..........�...... , .��I——I—- I , I . - I 0 -a! (31% 1 : i � � -4 R7W : 6751 : I I I : i : � . I . 11 � i : . : 2050: L- .------ - L- ____ - - I I I � - __ - - - I --.--.$) i0l. 5 : 11 - .1-0 I I L I . 11 15., j �L L'' v -J I 11 - � -1 11 - , � I -1.� F ''.9, '_ � - __ - .- � _- 1 ''I ". . I I __ . _ __- - - _.- _�_-. - _____,--_.. . ___ . -___-- L L � -_ - I _ - I I- __-I . - .I - - - - - - - I -- -- - - I RL - I RL REFRIGERANT LIQUID �_ . 0 1 L � I . I I . I EXISTING MECHANICAL DUCTWORK I I I I I � I � I . : . I (n M � F 1: I I I I I I . �_.....__1 -_ . I I _1__.__Fw9 � � I . - RS RS REFRIGERANT SUCTION I L m: r4 I . r . I � r I I I . L I : - ;I . _W��W�_l . I I I.-, ; I . I : 0 %2 � R7U4 � 6567 1 � � � i . I ; I ., I q q I . I I I i zoo -1M\\ L EXISTING DUCTWORK TO BE REMOVED & CAPPED 11 . I I L Z) to . I I __ I . . . � I I -,- __�±' _� � . - 1--.___ ----------LL------�.__ : -E-f 61_6�83-1. 0.8L 1908.s�_, �� I __ . - �" . *� � : ' i I Retail 98.505 � I 0.12 i 738.7875 78&04 � , - . . . � . I . q 11 i I 11 1. I � . . � .. _� . � . I L' - _ .- � __ -, I - L -. . � . __ L .. -L 1.-1 __ -_ . - I . .. .. __ __ . I . - RD - RD REFRIGERANT 0 C'73 - I I 1 _ . . . I . (t = � . -,---____-___-----------1 M,...k..._...A_ ' 11111_11_1...N......... . . i -11 1- . __~NNAN_........_: k%k%%_:_A......... ..... ;�-� �__�:---------_.-,- � . 11 I I of 5 f.� C-4 T--q L� . L . � . . ---- L _ ., I__ __.-__-.- - -- I __.: - -.1 - - . . � I----_.-- __ I I I--,. _.�.--I------� _.- ..-�-_.___-- __.:.-�'--L----------� � ��,11-___ .-1 I I . I I . 1W.43 : 1843 ,� : I I co CU N I � ,�� -96.145 : -___--`713Z' . _�_�___ N""�_ ___ ; I __ - - L Retail -- . 6��3 'L 75 -_. --_0.12 875 -_'!__�6j j67 1474.75 , - - Cr.�$-- I I 0 " : : I _ I , I I I . ...j , � I � I ..1....... __ . I .. � i . 0-- D AUTOMATIC MOTORIZED DAMPER P . � RTU-5 101.7 : 6343 : . I i . . I "O 5 1� \J� 'm i . : . . j L I I im . I I Uj . . 01) I . __ I � I , I � ---- : I I I---0__w____. I __ I . I � I I - I I . I C.0 -� b 0 w MA . 1 1 : -- . i I � I : : I AMPER (MANUAL) U ;0 LU L . I : "I". L. . I I- It . . . L r_ VD VOLUME D . .1 � : I, 1L ' 111.- - , i L , -0- ,O.w 1''..,.....1. I�O..11 I I - I 0 -P. - (t L : I I I . _j � . : I t . I 10 : , 3 D 0.12 1 0 478,92 478.92 0.8 11 i 599 noo -26 0.00 .00 : 599 . I . . L W 0 U L6 Cj L � Storage L I ; I I I 596.65 � I . . . . I I I I I _j .1.1 .2 :� ! . �� ;.q P.4-4 0" ;.4 N LO L . - I W, I 111L 21 : I i I I . . I I . 110-- (N) FD FUSIBLE LINK FIRE DAMPER I < ad . - . i i '22 6-7 . ill OR8.27 : 123 _r I I Conference 14.35 � 287 1 5 0.06 71.75 1, 17., ,7f 0.8 340 1 0.33 0.80 0.88 . I � I r I . � : .....---- --- _'..... .. I I . I . ;.4 �- CIN . : 4.W i I . I L . 1 : . I � : __&---------_-40.16 . 40 � .. 1.00 0.12 . 5 I I . i 1378 1 . 0.06 9.45 1 22,68 . I .13 I, :1 420 0�10, V) U I :E 01:P 9 12, C'4 . Office 1,89 ; 5 , I 1:L4 -� � r L I---------------- . . . -.1----_----------- -------------1-----�------�----------- I I . . . . M W Q N w I:Lq,-�-4 L � . � ; I , : I I . . 00--- (N) SFD COMBINATION. SMOKE & FIRE DAMPER I I � : . . L Rll_�6 16.24 4656 1 1 � A i I I I I >_ . . : I'' r L , ._____1 - 1 --L ' : i � I : , . ; M. 727 750 . I . ._1-....J �NN�oMNA_4_w _______ I . 6 � I . . ,�I : I I I L � I I I . . I I . . . . 10 - : . : - .. I i I 11 � : I L >_- E) FD EXISTING FUSIBLE LINK FIRE. DAMPER L. I q . . z L . I ....'....�......--_4_1_ : � . 11 I -1..�L .�.. 'A__ , - 1-1111 1---...I'll....111-1 111-1.11.11 111-.111--l._I ___�_,_.-......_ I . ( < -,-,-- . "' I . : I I I . I . L � i . I I L � . I � I I ; Office 2.67 ; 534 5 . 0.06 1135 1 32.04 1 45 0�8 56.7 I 57 i 0.06 � 0.37 21.23 . 21 . I . I I I........... --------L I ; - >--- (E) SFD EXISTING COMBINATION SMOKE & FIRE DAMPER 0- I . � . I Restrooms Z4 . 480 1 5 : 0.06 12 28.8 40.80 0.8 51.00 : 51 `� 380 1 0.13 1.00 � 0.34 17.15 � . LU . 'i , 11 z I . I . I L . 0:: I , I � I ............ - L : i , , ; . 113 11 . 11 I I I 0 . � ; : : L I I Hallway I 2.065 413 5 0.06 10,325 1 35.11. 1 .43.88 � 4-4 1 1; .70 1 L I I I , � , , D.8 I 6w 0.06 0.29 2 : I I L' . I I I ., , 11.111.1... W ..",..��I. "r. . L L L L I . �j'j'j-I I L I . - - , I ______ I V) � � ' . ; .51 1 X-_ GV . I RTU-7 ' 7.135 : 1427 ; . � . . 420 I , I I �1 ,-_-- ---�O._M I - � - , . . d I 11 _ _�........._0�4_0............ .....�.....I— � ........ Avm�__ I : i I~ � ` - -------- . I I IL I . . 0 1 i . I i � : I : . . I I � - __1-__1-11._.- .. ...-"-'A- - .....r - - __ 11 . _-L...............____', �----�......I------------11--111-A- - ,.___ L . >_ z: 10�F 1_.1_1_1111_-.-.._-L ---1___.1._L_. ' �___---__-_-__1,I >*- GLV GLOBE VALVE z . eto I , . : f . . I : . : � � I . etad T5 0.12 . 123.1875 �131�4 1 254-59 0�8 31&23 � . 318 I . DEMOLITION LEGEN D . 2 . I . L I . i _ 1 . � . I I I I z - . � - - . w4w. -99 . -1 ----.�L I - __ -- : I . 1. I . . . I (n > L L I . L I I : . . < � . 1: , � i : 1 350 1 1 : I , , +--LL---- ' I .1 I RITU-8 I 109 ; i � I i ,I 16.425 11 �!;�l I 1 . I I 11 J;;::�� CHV CHECK VALVE 0- 1= w I . I _, , ,," , " I I . I =D W n. L I ! . : . I I . . L I . � I I I . � '" "'L...L ' ' ' I 7-L I I 11111110 , I ' L , I I . I I 1'' L '"'" '. Lj I .7,- I I 111L. j" ' r""L r"' 1' "''. �"[L".'"' ,�L..r .1, ,,, ''r r ,"r......I, "''.. ......... , 'i , .], L. . I - � I . I I I I I Uj w� M I . L �_ . I . I L I . L L I . I . I I I . L ---b- BV BA . I C:) M 0 OD �- . � I I I I . I L I .1 - I . . 1 I I I . .. I � r , I I . GENERAL NOTES: I. � I . . Fn = z:ftf q M CM ., I L I ! I (D oz�-(D to I 11,111,1111,11,111111IIIIIIIIIIIIIIIIIIIIIIillillillillilillIlI I I I I 11� 11 I� I L BFV L HEATING HOT WATER SUPPLY L I co "I, i � - I I 0 0 ' ! . I I 11 1. A OF DUCTWORK SHALL BE CONSTRUCTED ,ERECTED & TESTED IN ACCORDANCE STRICT . -) ;i!:: z: I . . . . L . I I r I � I . . .. I I I I . L . . I I I A.S.H.R.A.E. HANDBOOK .OF FUNDAMENTALS OR 11Q BC HEATING HOT WATER RETURN L (DLLJZN(�(� N Z I I I I . 11 . . I . I I . I I . LOCAL REGULATIONS & PROCEDURES DETAILED IN THE I IVI � Uj <Mmmw � I I . I I I . . . . I - . = (f) C�D - r I . L I . I . . . . . I 11 I . Y S.M.A.C.N.A. ALL DUCTWORK SHALL BE EITHER I . L I . I �_ . �: w LO 0 0 1 .. I I I I I I . I I . . . I I I S OF GALVANIZED STEEL OR PREFABRICATED SPIRAL LOCK-SEAM DUCTS & I ---D- RED REDUCER I w z: 0<R N - 0: I L I . . L I I . I I M S - z M F-Uua;O; N M - L I I . . I IL 0 w_j i I . I L I I I I I FITTINGS OF GALVANIZED STEEL. . a_.v 0 L STIR STRAINER = .1 .1 - I ! I I I I I I I =D 1. I; ! I . . . I I . I I I I I � 11 . I � I .I L I L I I r1i w I i . . . I I I I I . I r . I I I I I I I . I I Uj f__ WOZO)C) , > L. . . : � . I I I � I . I . L . . I . ----i I i . U UNION I . . M n z:r, � M - . . ! I I. . I I . . . . .L . . I � . I I I 1 2. DUCT DIMENSIONS ARE NET CLEAR (AIRWAY SIZE), WHERE SOUND INSULATION IS INDICATED ON I. L I C) Q N > = � 0 2 � � I I - 11 L I L M I � � I I - . I . I I . I I I L I I I I I I I I I . I . I I I . . I I 1. I I I I I DRAWINGS, THAT IS, AFTER INSULATION HAS BEEN INSTALLED. . I I (_� PG Uj I U" 0...5(L IL -) a. I . . I . �_ I L I I . I . . I L I I . I I I . I . I 1. L . I . . L I I .. I I I . I I r . I . . I I I I L � Uj L I I I I I . . . ..I I I . I . � L I . � I I 1 3. ALL DRAWINGS SHALL BE CONSIDERED TO BE PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR 0 TH THERMOMETER I . I M . . I I I I I . . L . . L I . I I . I I � L I . I I I I . . . . L I . . . I I . I I SHALL BE RESPONSIBLE FOR THE REVIEW & OVERALL COORDINATION OF ALL DRAWINGS PRIOR TO ANY . I I _j . I I . I I . . . I I I I t AV AIR VENT VALVE _j I . . . I . I . L I . 11 . . I . I . CONSTRUCTION, INCLUDING ARCHITECTURAL, STRUCTURAL, AIR CONDITIONING, PLUMBING AND < I I r L . I I I I I I I I I . I I . I I I I I . I I I 11 . I I . I I . ELECTRICAL. ANY AND ALL DISCREPANCIES,THAT OCCUR SHALL BE BROUGHT.TO THE ATTENTION ,OF L I 11 V) . . I � I I . I . I . . I I I . . L � I I I I I I I I L . I I L I L . L I I 1 . . I . I ,ENGINEER PRIOR TO THE START OF CONSTRUCTION SO AS TO RECTIFY THE ISSUE. ANY AND ALL* . I 0 1 L . . I I I 11 I . I . . I I . I I . __01�_ PRV PRESSURE :REDUCING VALVE L z . I . I I I I I I WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS AND/OR ANY CODE REQUIREMENT < I I . L I L . I I I I I I L . � I I . I I � I L � I . . 1 I . I I I I I SHALL BE CORRECTE AT HIS.OWN EXPENSE AND. NO EXPENSE INCURRED BY P&T R (n . . I . I L . . I . I 11 I I . I . I . . I . I . L . I I L I . . I . I z I . I I .1 I I . . L THE OWNER. I I I I . . I . . I . . I . - 0 . I I I I .1 I I . . I I � I . . I . . I � . . x PIPE ANCHOR . (n � I I I I I . I I . I I I . . I I . I I I . r L z . I . I I . I I . . I L I . I I � r I I .1 . 4. DO NOT SCALE DRAWINGS - ALL DIMENSIONS & EXISTING JOB SITE CONDITIONS SHALL BE CONFIRMED � SID L SMOKE DETECTOR . I Uj � I L ! - . . L . . . I 1 . I . & I I I :� I . - L I I I I . .1 : I I I I I I T THE JOB SITE PRIOR TO BID SUBMITTAL, START OF CONSTRUCTION AND/OR 0 1 1 1 1 1 . I � . . I I I I � L AD I I : 11 I I I I L � FABRICATION OF MATERIALS. IF DISCREPANCIES ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY I I . L . I I Uj I I I I ! . 1 . L I I . I . . S L I L I 11 I THE ENGINEER FOR CLARIFICATION. . . I I I . I . AFF ABOVE FINISHED FLOOR I _j I . I I N I I I .1 MECHANICAL CHEDULES I I 4 L 0 1 1 . I I 0 . I . - - I 1 5. ALL WORK SHALL COMPLY WITH 2010 OREGON MECHANICAL CODE, CITY CODES, STATE . AP ACCESS PANEL I . -1 I V) I I L � I . . � . . I � . I . . . . . I ENERGY EFFICIENCY SPECIALTY CODE AND ANY AND ALL OTHER APPLICABLE CODES. I . 0� I I I I 1 . I.. . I . I I BDD BACK DRAFT DAMPER I Uj > I I L . I . . > � I . . I I I I - . I � I 0 � I I I I I � I . I I . I I I . I I I I I . L � I I 1 . . . . I INSTALL AIR TIGHT I I . . 1 6. ALL SUPPLY & RETURN DUCTWORK SHALL BE INSULATED WITH OWENS/CORNING TYPE .75 FIBERGLASS CD . CEILING DIFFUSER I Uj I 00 r . I I I . WA.LL/SOFFIT . TION WITH VAPOR BARRIER, & WITH THICKNESS AND I 0 1 11 I I I . I . . I . EXHAUST FAN . . INSULA MIN. 'R' VALUE AS SPECIFED ON THE I z I I SPIRAL DUCT I . I I . I L . . L . L . I . CFM CUBIC FEET PER MINUTE (AIR QUANTITY) I w L I L I L � 1 12" MIN . I I . I I PLANS OR SPECIFICATIONS. I . I 0 I I...., I I I . . I I I I . I . I I . I I L � . � w I I I . I I . I . . L . L . I L . . I CA COMBUSTION AIR 1, z YL L I I I . I . 1 I I I I 0 . .� w L I . I I I L -L, II . I L I I L r : . SUPPL AIR . I I . I L I I . I I . I I . I .I I . I I I L . . I I . . 7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL DUCT, PIPE AND EQUIPMENT L . I I I Ld I ft ` .1 I � I I � � . I L I . I I . L . I . I I 0:� 1 ew 1 , VOLUME DAMPER . I . . I L . . I I I ,. PROVIDE 1/4" RUBBER L I I . I.. . I L DTR L . a. I .. 00 . I I 11 . I I I I - � L . I I I I . I....., . .1 . . L 1. L L I I . I I I I I . I I 1. . . I LOCATIONS W/ELECTRICAL, STRUCTURAL, PLUMBING AND ALL OTHER L TRADES. .. I ----I--- . . I.., , 0 I � I I . I I . .I I I . � . . I L � I . I . GASKET SEAL (TYP.)� I I I. I L . I . . . . I I � . I I I . . : I . I L . . I Ld , , 11,__ < I w I I .1 . ! I I I 1 7 1 L . I . . I I . . I I I . . . I I . I . L . . EA EXHAUST AIR . L L �!d � I . L I I I I I I < I L : 11 . . . I I 91 . I . . � 11 . 1. 8. ALL CEILING MOUNTED SUPPLY AIR DIFFUSERS ARE 4-WAY THROW UNLESS SHOWN OTHERWISE. , . . . �__ , . I I I . . I . I I I I I I : � . . I . I I . ...111111� . I . I I . I . I I L I I I I I I . I I I EAG EXHAUST AIR GRILLE . . I I . I . I r I . I I L L L I I 1. I . . _j 0 10� I I . I I I . � I I L i . . I . I - /o/ 11 I . . " WIRE MESH SCREEN L I I __j I � ; I I . I -,-------, I Y4 . I I . I . . I .. . . I . - . . L 9. MINIMUM OUTDOOR AIR REQUIREMENTS SHALL COMPLY NTH 2010 OREGON MECHANICAL SPECIALTY . EAR EXHAUST AIR REGISTER I < . If^ I I I I i I � L .I I SUPPLY/RETURN AIR I . . I . I � � . L L . I L I I I _r I vi 0 i . L I I . FLASHING I . CODE CHAPTER 4. . .. I . I I . I I I I . I . L . L L I 11 I I 1 . . I 11 IV) � E% I . I I . . I . I 1. L L . REGISTER. REFER, TO FLOOR .. I _,*� . I I I I I I I I I I EP ELECTRIC - PNEUMATIC L I iI I I I . I x . . I I . I I . I I I I I . I - -------�, I L I I L (n . I I I . . I I . I � . .. I . . . I -\VT - - - - 10. ALL PIPING AND DUCTWORK INSULATION SHALL COMPLY WITH 2010 OREGON ENERGY EFFICIENCY r . L I < : I I I PLANS FOR SIZE (TYP) , I z 0 � I C) ry L � I . . . 11.1 . . I 11 . 1 I . IL PRE FABRICATED ROOF . I MOUNT FAN ON CURB WITH . I . 1. I iI L . I . I I I I I I I I . . I . I - . ; I I I I I I I I . LL I . I I I'll I 1. I I I I . PTER 5. . . L I I . V) I I � . . I /0/ L L . I CURB I . LAG SCREWS (MIN. 2 PER I L I I iI I . I L I L I I I z . I L I � I . I I I NC NORMALLY CLOSED I . I U-1 . i I I 11 L I < i . I . I . SIDE) I I I � I . : L :� . . . � I . I r I I I . CANT STRIP I I I 11. ALL H.V.A.C. CONTROL SYSTEMS SHALL COMPLY WITH 2010 OREGON ENERGY EFFICIENCY L SPECIALTY r I .1 I � I I . . I I L I I . I I I I . 0 1 . . i I I 1. . � L . . I I x I L I I I � I I I . . L . I I L CODE CHAPTER 5. .. I I I r . . . 11 �I I NO NORMALLY OPEN I I . I I i � . I . I I I � . . . 3: 11 � I I I I I L ! I L . I � . I I L . I I .L . I � I I . z . � . . 1. I . I I . . I . I I � I . . I . . I I NIC � NOT IN CONTRACT � . . w - � I I . . . . � . . I I . . I 11 I I I I . � . I I I . I I . I I (n . ! 11 I . . . I I I . I FLASHING BY G. C. �_L I . I � � . IL L I I I I . . I I I 1 12. ALL H.V.A.C. EQUIPMENT AND APPLIANCES SHALL COMPLY WITH 2010 OREGON ENERGY EFFICIENCY . . . I ! I I I I I . . I '*-N . I I ______ I I PTER 5. 1 MA MAKE-UP AIR . E I . I . I I I I . . I . I qr� I I I I I I I . L . L . I . . I I . I . . I I � I I 1. . I I I I I L I "o e � . I I I I I � . I . � I I . I L I . I I. . I I . I . 1 13. INSULATION MATERIAL SHALL COMPLY WITH 2010 OREGON ENERGY EFFICIENCY SPECIALTY CODE OSA OUTSIDE AIR . I . M . co I I I I . . . L I x . ""N�_ I /Z / z I . I M . � I 0 � I . . I I - ELECTRIC I . � / - . CHAPTER 5. 1 1 PE PNEUMATIC I ; I I � I . L I I DAMPER FOR I L I _< L I . . - I 0 C) r . . 11 I I . 1 I is 1xi L I I I . . I I . I I _j . . I I . I 11 . . . I I -_ -I SUPPLY REGISTER L .I L _,*_� . I . . .lk THE CONTRACTOR SHALL SUPPLY ALL MATERIALS, LABOR, EQUIPMENT, TRANSPORTATION & SERVICES I REA RELIEF .AIR I M . .C) "I . I I . I . I . . L TION TO I E I ! I . I I ___� I I I ONLY I I L I . . I �� FLEXIBLE DUCT CONNEC NECESSARY FOR COMPLETION OF THE WORK. ALL MATERIALS & WORK SHALL BE IN COMPLIANCE WITH L w � I x I . I . I I I I . � I � . . � . . REAG RELIEF AIR GRILLE, L I .10� I I . I I L I . . I I L .1 I . I I . . I . L I I I I . . EXHAUST FAN . I I ALL APPLICABLE CODES & GOVERNING REGULATIONS AND SHALL MEET OR EXCEED WITH THE L I I I < I I I I L L I I I I I . I I L . I I . I . I I I . : I . . . . . I I 11 . I 11 I I . I RA RETURN AIR . ?::. I I . . . I I I I . . � I . I I L . I I . . I I . � I APPROVAL OF THE CITY & STATE FIRE MARSHAL. . I i I I I I I : I .1 I . I 1. . . I I . . I I L I - � . I . . . I PROVIDE RECTANGULAR .TO . . . I . . L I I I I I DAMPER IN DUCT . I L . I NOTE: I I . . . I I . P= I . I I . L . : 1 . I .. L � .. I L . I I I L L I I I I I I I I 1.1. PROVIDE MINIMUM LENGTH EQUAL TO 3X � I I RAG RETURN AIR GRILLE I L 3: 1 1 . � I I . . . ROUND .DUCT TRANSITION I I . I I 1 15. CONTRACTOR .SHALL BE SOLELY RESPONSIBLE FOR PROTECTION & PROVIDE REPAIR OF A I I I ; I . I I I . i I I . I . L . � , . . I I I . . I I I . _. . . FAN DIAMETER OF STRAIGHT DUCT AT. I I . . EXISTING SURFACES, AREAS & PROPERTY THAT MAY BE DAMAGED AS A RESULT OF ANY DEMOLITION , RAR RETURN AIR REGISTER . �_ L . I . I . . I � L L . . . I . I I I . � . L . L I I I . I I L L I L I . . I . I I I I I FAN INLET OR STRAIGHT LENGTH AS . . . I I L . I I Uj . . . I I L I . . . . . . I I I . I I 1 . . I AND/OR NEW WORK. I I I . I I I . r . . I I L . I L L I . :2 1 � I I I I . I L . . . _,_� I I I L . L I . . RECOMMENDED BYFAN MANUFACTURER I 11 I . I I I . SA SUPPLY AIR W L . I . L I I � I I � I . I L I I . . WHICHEVER IS MORE STRINGENT. . � I W* . I . I 11 � I . . . .1 I I . . L I . I . I . . 16. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF CEILING DIFFUSERS AND I SAG SUPPLY AIR GRILLE or. I I I . I I I L I I I I . I I I . I I I 0 1 . I . I . . L I . : I I L I . I . .1 I .. . . I I . I I I I ,GRILLES. I ... . . < I.. i � I I . I I I � I . . I . L I I L I I I � . I L I L I . I L I . . . I L I L . L I . I I � I I SAR SUPPLY AIR REGISTER L >_ I I . L . . . . I I L I co . I I ! I I I . . --- . 17. REFER TO ARCHITECTURAL DRAWINGS FOR ROOF ACCESS & ADDITIONAL ENERGY CONSERVATION NOTES. � � � L I I . . I . TA TRANSFER AIR I . � L L I . I I . . I � . I . I . �_ � I L L � 11 SCALE . I I . ' ' I SCALE L I L I I I . L I I : I I . I I : I I I I . a- . . 11 j , I I I I . I � . SIDEWALL REGISTER . I I .L I L. . I I DOWNBLAST EXHAUST FAN I .. . L- 1: I L I I SI SOUND INSULATION . . ULj I I I I . ! . . I I I NONE 8 . � . NONE 5 . 18. REFER TO PLUMBING DRAWINGS FOR PRIMARY & SECONDARY CONDENSATE DRAINS. . 0 L ; . I I I I I I I . I I . X L I : . (n . � I . . I I . I . I iL I I . . I I . 11 I L I . I L . . M � I I I . i . . I I I . I. . I .. I . . . . . L I L 1. I � 19. ALL SA & RA OUTLETS FOR FUTURE CONNECTIONS SHALL BE INSTALLED SO AS TO PERMIT EASY . I T THROAT �4 .0 . . . L . : I MAX. 7'-O" LENGTH I WIRE TO BE SECURED TO , . I . I I � L I L I L . I I I I .. cr�_ V) I I I I I . L I L . L I I . . I . i I I I I I I I I 12OV/1PH/6OHZ � . 1. 12OV/1PH/6OHZ I I CONNECTION. COORDINATE DUCTWORK, STRUCTURAL CONDITIONS AND ARCHITECTURAL LAYOUT. � I TA TRANSFER AIR 0 > � � ACOUSTICAL FLEXIBLE DUCT I I I I . I I . I L I . " . I . I L . I . I I - I � L I I I I 12OV/1 PH/6OHZ I . I I I I I L 3 w I I I I 11 I I . I I . I I I I I I , � I I ." =11�. I . -,, I I . I L I . L I CD = . I . I � L. I L I . I . I . I L DISCONNECT I- - I . 20. ALL A/C UNIT CONDENSATE DRAIN PIPE SHALL BE INSTALLED PER THE PLUMBING PLANS. ALL UNO UNLESS NOTED OTHERWISE , Q� L . I . - L I � . I SUPPLY AIR VOLUME DAMPER 11 . I . (D . I I . 11 . I L I I . . I I � . � I . I I L . I I N I . INTERIOR CONDENSATE DRAIN PIPING SHALL BE INSULATED. I = < 0 i . 11 . . I I UTR UP THRU ROOF I I ; I . . . I I I � � . . I I . I . I I I . I . . . I I I I � . . I I I 0 2 2� (n (n ; SPIRAL DUCT I I I . I I L . . . I I . . � � I I I . LU < :;r 2w � I I I . I L VAV VARIABLE AIR VOLUME I >_ 0:� 00 I I � .L L 450 1 L L I � I I . . LL VERIFY ALL EXISTING RE-USED EQUIPMENT OR CONTROLS AND PROVIDE I . I . I 0� �__ - - . . I . . --- I I I I L I I I � I I . 7-DAY (T (D I r . . I '11- I I I L . L z = V) V) . I . I I I L � I . I 1. I � I I I I .. . I I I I I . (D PROGRAMMABLE L . I � . I L I REPLACEMENT PARTS INCLUDING BUT NOT LIMITED TO, BELTS, PULLEYS, SHEAVES, FILTERS, WORN I . VTR VENT THRU ROOF I -:C w W 5: 5; 1 1 1 1 1 � I I I I Z w U-1 Ld . . i . . TIME CLOCK I I ,L VAV/VVT DAMPERS AND ALL CONTROL COMPONENTS, AS NEEDED TO BRING A/C UNITS, A/C .L -;8 ry ry I I . I --- . I 0 I I . I 1 __0% I ,�� I I I PARTS I I . . 0 � L I � I L -, " __ I I . I I I DISCONNECT I DISCONNECT I . I I I I I . � . L I I I L . '\�- I I . SYSTEMS AND A/C CO ERATIONAL STATUS. I I MECHANICAL TO . Uj �_ �__ . . I I i . I . 1. I I L 1 I . I 1 . L I . 1 . I . I I I . �_ 0 z = . i I . L I I I . � I . . . I I I . FURNISH L 0 I I j L I . I . 1 I I I . L L . I IL I I I . I I . I I � I I & INSTALL . I . w I i . I L 1 4" WIDE LSHEET METAL . I I . . . � . . I I Q � I I . . I 0 1 . � I V) M Uj Uj I I I I i . L I I I . . I I . I . . I 0 U_ Z3 ZI I ; I I . FLEXIBLE DUCT SUPPORTL . I I I . I I I . . �R I .. 22. ACCESS TO ROOF MOUNTED EQUIPMENT SHALL COMPLY WITH .2010 OREGON MECHANICAL SPECIALTY I I =:) 0 0 0 � I I . L I I I L I I . � I . . . . . I i . I . 1 I I I 1. L I I .. -, - - - I I . L LINE VOLTAGE . I I L I . L CODE.. I I 1. I I I � I .1 . . . OL MECHANICAL TO FURNISH I I Uj I I z I I . � . � 11 I STRAP I L . . I I L . I . L I L I I . I � . L M I I I I !. ill I . THERMOSTAT - I I . I I I . . . I . I , I . - . I � I I I - - I . I I . . i - I . . I I . I . L L' I I 1 -7 1 1 . , ELECTRICAL TO INSTALL 06 04 " n . i 11 . - L- ___-I L SET-POINT I L 23. ALL APPLIANCES DESIGNED TO BE FIXED IN POSITION SHALL BE SECURELY FASTENED AND 0 w V.- 17 117 1 � � I I. . I I I I 1 1 L I z . �_ cl� r- . I I . . I 11 OF . ISEISMICALLY BRACED AS PER BUILDING .CODE REQUIREMENTS. . I . ELECTRICAL TO FURNISH I 0 C) i . TRANSITION . I I I AT 807 . I - , ; I I I I I . I . . � I L I . _j I L . . r r . I I I . r L I r 1. I I . I I L I r . I r. . I I . I r L .< ; I - I . . . . . . . . I . I .. I I . . 1 I I I . . I L I .� L L I _j ui 8 .-: " - 1� I r 1. . MECHANICAL TO INSTALL �r- ,- 0 i . . I I . I . . 1 I 1. I . I I . . . . . 1 . . I I � . . I L I . . I . I � . I I I I I I . . .0 .. w r i L . L I I . r - I I L r . ! FLEXIBLE DUCT CLAMPING I I . r I . L . r L L 24. ALL APPLIANCE, PLUMBING VENTS AND THE DISCHARGE OUTLET OF EXHAUST FANS SHALL BE A I L I = I r � L PROVIDE TWO SUPPORT WIRES. r r, I I r r . . r V) .j � . r . L . � . r . . . . I TION IMUM OF 3 FEET ABOVE THE OUTSIDE AIR r . L I . . - I, I r I : I DEVICE (TYP.) � L LOCATE WIRES DIAGONAL FROM . r I L . L r . r MINIMUM OF 10 FEET IN A HORIZONTAL DIREC , OR A MIN . I 11 I . L L r i I r . r I � . I . r . . . r I I . I r . . I I ELECTRICAL TO CD I . I . . I . . I I . I � i, . r L . . 12"MIN. I I /_ . . . I r I r I L z D -o-<". I . . � - r . . EACH OTHER ON DIFFUSER (TYP.) . I I I r r I .r . INTAKE OF HVAC UNITS. . . I I . FURNISH & INSTALL < -1< . . I L . . L r I I I r I . I r L L I r . . r I I L I I . L I r 1 . r L 0 I I L 0 _j r i L I I r . I . I r - I . . I . I . r . . I I . r . I L r r r I I r . I — r .r r G r r I r . I r , I r I r rr r I I r �co w �_ r I L - I I r I I . L : . � . I . I . r r I I IL r . r . 25. THERMOSTATS SHALL HAVE THE CAPABILITY OF BEIN SET TO MAINTAIN ROOM SPACE TEMPERATURE I r L _j � r , � r I r . L � r . L r I r . . EXHAUST FAN . I I :2 . I I < �_ r ; I I I r -.1. I I _Ir_ I I I I . . I I ./ EF \ r EXHAUST FAN . . L SET POINTS FROM 557. TO 850F. AND SHALL OPERATE THE HEATING AND COOLING' IN SEQUENCE. . L CEILING DIFFUSER r r . , r . r 0 1 �_ � I . . I I . I I r -_----------I- ---I' r . I L I . . L . I MOTOR . I I r I � L . 0 1: I I :2 1 � r r . . . I . I . I . r r I r , I . . PROVIDE THERMOSTATS THAT CAN BE ADJUSTED FOR A TEMPERATURE RANGE OF UP TO 57. BETWEEN, � SQUARE NECK SIZE (IN.) r I . _j 15� r . M r . I I L < 0 Z) i . I .1 . 11 . r r . I L I FULL HEATING & FULL COOLING BEING SUPPLIED. THERMOSTAT CONTROLS SHALL HAVEL THE I M r r M Cn r V) .. r . . � I L I I r I. XX L r L Nll_� - \_ L . r \_L/ MOTOR 11 . I . I I CF I r * � -::) w I I . I . , r I I I r. I I ..r CEILING L r . . I r r I . r . . I., . . . I L I r I I TING ALL HEATING AT A TEMPERATURE NOT LMORE THAN 707. AND COOLING L . ,U) r V) _r Q� . I . . . I � . . r .1 I � 1. . r r I . r . . CAPABILITY OF TERMINA r . I w r r _j I � � I . . r r . . I . I r. . r . . I r I r . . r r . 0:� L Ift Cn L - �_ r I � I I .. L . I � . . L I � . AT A TEMPERATURE NOT LESS THAN 787. I L I r r . r . < � i I I I L . L ,� . I I . I I . I I r . SQUARE NECK CEILING . . . . . I I . I r � r r. . L . I I . . 1. L r . r . I I I . . . . .:I L I ,-, r r � . r L, 11 RETURN AIR REGISTER I � L . ' I L , ,� I r , , < L r �- M z ' ,_�",L','', 'r ��', � L ' . I 1. . r I r , ., _1 L. r I . � . _,,,,,r' _'',�, ,_�� .r I ` L � .L I �r L, ' ' "_�,L.,��.,�",�� , ' ,,� _w '' I r, I .� _ r .,;. � : 0: . L LUL - �,, I 'r . � r L - I � . � . I . I . I - ,, ' , . I.. , r L ,r . L.L. ' rL, L I . _ r L"_�,,�",O��"".. I ,, """,�, , ,"''r' ,,,,�r '' �, �:: L � C� L " �', 'Wq'-�."i �, 11I. �, _,,,,,,Or_,,," :!e �,�4��-.,'," ,T,"��"I �, ,I r r . 'L , �� ',� �_ L r - , L '' "r I I ,0 I. Lr r'.�. , �.,_, ,�_� - .1 �� ' _ L� 1 _�,�_- .,�_ � , , _ "4: m � _ � ,,.,�*�;'��,�*,,,�,4�,,�4-,��-17 ,44�� ;4444, ,�,w �1111 I'I, j.�, �`: I.A,""ovl, ,,� . I i L . �,r .� , _ , _"�",!V,,_��'_". _ �, ,.,_ _ -W,��, .,� 'F�,�,,%�_'�, ,�, �""�,�� ,;� �Ni,,�4 ,�,._ W'k� :� ,,� I -,.�, _,A.�.'_��, - "? ,�,�,, ,vk',4�,'�.s_ , , 'w'. ,.,� � - g � , I I ��,� - ��7�', .p,��_.d'.��"�V,q��,, L jW � '-�Z��44 ,�m _,�,�,:,,,�'�� . 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"" r , �� ;�"'i, t�,i,,4�4 ,�,��,4;�4 � ,� I, ,:,t"4,i�a4-:�,,,� ,4,,�e"��",-,,.�� , _�� ,. _�. ",,, _ - ,, , - � 114_�, , '- , .W�,,��,,��,� ��,�:I,. . I ;"".� _.; ",r, �,., � """",, : ,_"t,4�,� "�, ,, ,L�.L �'� � , '. "V� _ ,�; , ,,i I�"'�,�� _.r 11�,�.L.,r',I-L'-,�"�'t"'""- 'r�I I-., L. 1, ,r' ,�.,;� ,,,�I,c,,,�!�,i�,�,_,-,;�k-", ..,.-,,, tz�,,,,"W",,.t�;0�,%,!,�,v s4 '1.�,�-,"r'L.':,',�141,,�. �",..".�,_111� �Pj_�,"r I ..-r1i ,�, � � -I . �,, ,,, ,.,�1,1� ,:4 :, �:i,,,,q�i,�');Ir ; �'�_k�,,�,,�, �,�- - ,, , - ,�,�,, I, I r , 'L , � � � I , j - ,,,��i��,�.�*,4w,o: .,,��L, ,r , � :,�,`,�,, ,�, I I L - I . - I � ` I .,�, � - - . , � �'7 .- . -:' - - ��,,-�,�,� .� �'! . 4;�, � � , 'j, ,�'�� ,.d�' � �" ,,, i lo__.",��"' � " %vi��,._--,-w',,��,, , �",L"� , .,�:��":, ,�, -� DIFFUSER, �,UN. � I r 1. . . r I r . I 4 1 91 r , , -,,,��,- ,. . . I . r . L d I L . . I . . . . -SQUARE NECK SIZE (IN.) r L U_ z _j :�i V) �-_��- V) I � 0 2 < co 1 26. ALL THERMOSTATS SHALL BE MOUNTED 48" AFF SO ASr TO: BE IN COMPLIANCE WITH A.D.A. r I r . . L 0 ; I r I . I : I I . r I r I : r r . I I . r . rw w _j ._j �- ZD ry :z 0:: Z r ! r 3: . . r SCALE r I r . SCALE r 11 r r r r r . . . - I I . I I - V) < 0 < 0 � . . r REQUIREMENTS. CFM . �_ C� < < � r � � r") r L L . . . L I r r r r I . r . . r r , r . I . r I . �_ �_ :;� w o- U5 M 0 I L I � I � I . . . . . I r I I L r . I . Ir I = �__ �_ _ Uj w - � r * I WIRING DjrAGRAMSr L I I .I- I CE[LING D11FFUSErR . . I L I NONE 9 r r I r EXHAUST FAN � I . . NONE 6 r � I I . r. I . . r . � r r I 01 (D - - MCY- 0 5; 0 > � r � I I . I r r . L I . .r L r . . . r . I . . r r - :2 M Z) 0 -_ L L I r L L � . . r I I I r I . I . I EGISTER . . W Ld r L I 0 r L - r I . I I I M CO V) Z: 0 Q, 0 M r . � I I rM r . I . . L r r . . r r . I I r �5 w =) :D r . I . L � r L . r L r I I . r L r . L I . I . � r o- . 2 �� _ Z r r � . r r � . r LY W/ 201.0 OREGON MECHANICAL SPECIALTY CODE, WHICH STATES, UNITS IN I I � I . ACOUSTICAL FLEXIBLE . I . I . . I r L L. . I . r . L . .r . . . I I r _ 27. ALL EQUIPMENT TO COMP . r L r I I I . ..j V) V) �_ - �_ - I 11-111 . I r I . NECK SIZE (IN. x IN.) I 0 . . . Ir . . I I . I I . 1 . MAIN LSUPPLY DUCT PROVIDE DOUBLE DEFLECTION . I_- I . I r L . EXCESS. OF 2000 CFM SHALL BE EQUIPPED WITH AUTOMATIC SHUT-OFF UPON DETECTION OF SMOKE I . I 0 r . M = 0 M 0 Z I i . I . TRANSFER DUCT. SEE FLR r . . . r I I I � . I I � I . L . . � II � . r r r . . � 0 L r . I r r L r r ; 0 . . L . I .. r RIGID DUCT r . . L ,r r SUPPLY AIR REGISTERS . r I I . r r . I r I CFM r I � - I I M r . PLAN FORL SIZES r r L . r .r I I . I . r . � . IN THE RETURN DUCT. . r I I .L L . r . I 0 . r. . . . I r . I . U y 5 o- En y in G � .L r r I . . 1 r, .. .. r . . r r L . . I I . � I I . r . I L . . I I . . z . . . - - --- � I � I I 1-11 � r . I L . . � L � . r . I . . . r r I I L . . I I . I 1. . r I < r r I L I � � r . r . . . . 11 . r I .1 I . I I . . . . r I * r r I I i I -a r . I I . . . r . L I r . . 1. � " I L I I CLAMPING DEVICE r L I r I I . 29. BALANCING VOLUME DAMPERS SHALL BE INSTALLED IN EACH BRANCH rDUCT AND IN EACH MAIN DUCT I . . : r r . rr r I r . _"� . I . r >_ r L r 0 1 LINED TRANSFER . r L I I . . NO. OF SLOTS - WIDTH L I �_ . . r � r � I I I � . . r i I Cn I . . I . I (TYPICAL) L , I I I . . . . . ,or L r I TO ENSURE FOR, COMPLETE AIR BALANCING. FURNISH EACH MANUAL VOLUME DAMPER WITH BEARINGS I . . . I I 0, r W , . r I . r . r r . I I I P L . PLENUM (_rYP.) I I r r r r I 11 I r I . DEVICE HAVING A LOCKING MECHANISM. PROVIDE. ACCESS PANELS TO VOLUME r . CFM/FT . r Ld r � r-: 6 L6 r__ (6 r_� (6 (6 r r r , r I � . I . . I r . o- I r � r I I I L I L r r r . I I . r I L r 0 I . . . � . �1 . . r . r I r � I r r r r L - . I I I DAMPERS IF CONCEALED OR INACCESSIBLE THROUGH CEILING OR WALL. WHERE ACCESS . ENGTH r. 0 4 L6 (6 6 r--: 00 0)1.0 I . ! I L � I . L � I I I I L r . L . ry I r � -a I . .r . L r I I rr I I r r I r I . . . r I I 'e-01 a- (D 0 a CD 0 (D 0 v-- I I I i L n r I - _ r I I r . I � I NOT DESIRED, PROVIDE REMOTE CABLE CONTROL DAMPER ASSEMBLIES. ALL VOLUME DAMPERS - I r r r I . r I I . I . I L . r r I I I L � r r . L . I r L - - - F - - I L . L I I I r r . Uj � I r . � . =3 I I I . I L I f � . I - � . L I . . . I . I . . r r . . L I I . . I � L . V) . r r r I r . I I . r r r LOCATED ABOVE INACCESSIBLE CEILINGS SHALL BE PROVIDED WITH EITHER CEILING ACCESS PANELS OR r . L I L .. . � I r I � r - I r I r I . 11 . r - . - r . r r I . I = r I I I 1<�� r I I r �_ r r I r . . r .. L L I L . r : _0 I . � I . I r . - rrr . L � . r r REMOTE CABLE CONTROL DAMPER ASSEMBLY.WHETHER OR.NOT SHOWN ON THE DRAWINGS' . r . r . r . � � I L r I r I . L 11 L I I L . I ^ I r L r r I r L I . iI L L_ ,r . I r, I r I I . . . I I r . . . I. 11 � . 1. . I .. I I I I r . I I w _ Ir . I . - r - I L L . rrL . . r � r. I r - I L � I . . . I . I � � r I I , I . . r . . -1) ; I 0 : I � � � . r � � . I I . . L r � r r .I . L I . . - I r . I = . ,r - r r 11 r . . .. . � . I r I . I �. , r . I I I r 0:� . . . . r !i I r U r I L I I ' r - . I r I . L r r r L r I r I � I . I I I I . ,�,- RECTANGULAR LOW LOSS r I r , .. . . r I I . I . I I � I r . I L I r . C1%1 1,4,E,A4, L . r . < r I I r L . � . I � I � 1 . r . , r I I . I FRONT VIEW r I I r . L . r . .. *1 . r I . r . I . I I L . � Lr L L_ I . . I . � r . - r r I I . � .1 L . . r r r L I � . L STUB-OUT FROM DUCT L . . L L L I L . 1 L . . r . I I 1P L r . �L r r . I 0 1 I . I =� z r . ' r ' . .. . . � L I r . r . I I L . r r L L I r r (n r , - � I . L . . -- III I I I r . . I r r . I L . I r . . 11 r t'7),3 . I PA/PM: . A. CATALDO , I r r rL . . . - � I . . I � � r L I . I � r . . . I r I I I L r . 1 M � L, I L� � 11�' ' '": ".L. . , r . I I I r I L L .. I I I I . L L . . I � I. L� . L . I . . I . "I r I I 1. . I . . L . I L. I I L r . . . .1 . I . � I � . L Ir I 11 r . nFERENCE ONLY : ' ' L ' I � I I L I . r . , . 1. � I . I I I . I . . I r 1:7 �q . � , r r r I I I r I I 1. . . I J � . . . � r � I I r I r . . I L L'L . � r . . I � I � � I I L L � . L. I L . . . . . . - . � : .. . I I 0 . � . I I I r . . . I I � r L I - I L I I I . I r I I . . . . . . . . - I . � . L . . I I r i, r . � . " r . I .1 -r L I . . I I r I L I .r. I . . I I I I r . r I r I . I I � r r L I r L F:= L 7 q I -) . r . r r L r L r I I - SUPPLY I. � I r . I I . r I I r NOT"PROVED WITHr IMS PERMrr . I I : r L � . I . . �� r U r L I I 0, r . . . . AIR r L : 0 L r . 1000 Lr r r . r I _� I I I I < DRAWN BY _ r . I -- r I 'r . . . r rr I . I . . r . � I � I I I 'r ��N I r I 3� r . I . 1. I r. I I . . L - _&"_�...... I REGISTER L r . I I I rr . r I I I r Ir I I r r . r I I r . - . . 0 . I I r � I - oe- :�!� I . . I . 1-1 . r I , r I I . r r r . .2, 0R!.:C-.b,,,.f �-, M . i . ", . I - __�i i__ ==! . .1 I r I . I I r . I . . . . . I . I(.�v ".. I . - r I r r L I I - . T_ I +=::�=I I = I �I L r . I 1 . I N-11 I . . r . I I . L . , '\,_§�. I I . 1_-' . . r r . r . . . I r I . r . I . r I I . I I "; U . L . r 0 -1 I I I � r . . ?., LU r JOB NO.: SNR12-0011-00 r I r . I I L L r L r . �S);�, (...i4 .1 � � r . . . VY 11 r . r I L 1. I I I . loe , r I r I � r I I r I . r . I I I I L I � I . r 1�� L I . r CL I I I � I � I . . . r PROVIDE REGISTER WHERE '*N r . r r I . I . r . I -0 r r . r r I . . I L . L r r. I I 0 . I r r i r I 0 r r I . � I . r TED ON PLANS U . I r I . . . . I r . j ��.. r" r . I . � -) I r I L INDICA r . r r . ; . . L . . . I r I r I I . I L r Z r L r . � r I " I I 1. I r � . r . . . r r r I I r L I . . I . . I . I . I I . 0 �7 i I RELIEF AIR GRILLE r r r I I I I r I � . . I � . � . r . r L 2 < L I I . SHEET � T_ I . L L � CEILING (TYP.) r I r r . r I . r I . I r . . . I . -: J-jr. _Z I I L o . . SEE FLOOR PLANS r. , , L . I Ir . I . . I r . . LL . . . . . . I . . 1 . I I I r � L L Renews 4 . ? (n . I r I � " I L I I . r . I I . . . . r I I I � L I I . r . L r r I . r � 0 1 :.. I I--,' L L I FOR SIZE (TYP.) r . I I � I . . . . . . . . I ,r r . r I I r L I I r r. - . I I r r . . r r L z � I (a r . . r L . r . I . r I . . I IL I r L . � r L L O.B.D. . . . rr r r r I r I L I � r . . . r . I I I MAIN SUPPLY DUCT . I L r I . r 11 I I IL r . - I I ; _0L . r . r. r � r I . W r . I r I L r I . . �Z. . � 0 r r . L I Ir L r � . r L I . r r r L . I . r I . r r I . L r I L < Lr ' L i . . . I _�Jq",_�� . . SIDE VIE L r I . . . I r r . r __ - - � . D I I Ir L I .. 11 r TYPICAL WALL � . . . r I I . r L . . . r . L . rL . . r . I � L . L I I . . L . � I . . . r I r . . . . L. I .r . r r I r . L r Lr . 0 1 1 I 0 L . r . I L. ! 0 r I I r') r . . I I r . r, . .. . . iL r . I I I . . . r r L r 1 r Uj L . r i U_ L r I . I . SCALE r . SCALE . I I . r r .. I � 11_1� I r . I r . . r r . 1. r r I I L . V) r r � r Uj L � I r I r . I . r r L r r I I I , r I I N .�� I I . � I . . I I I I I RELIEF AIR GRILLE. I L . r I . r DUCT MOUNTED SIDEWALL REGISTER I . . r GENERAL NOTES . . LEGEP 1 D 4 I = r . I I L r I . L � L . .L . ..r r . � I I I . . NONE 1 0 � . I . L NONE 7 3 . L I � L r .L ,,,, I �_ I I I IL . r. r L . . 1. . . r . L . . . r '. rr I r . I . r I I . I r. r r .L I I V . ...j r ! - ____ _____ ____ I � . - I I F, I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 f I I I I I I I I I I LD.L I I I I I I I I I I I �v I I 1 5 ;� I I d CU I I I I I I I I I 0 1 1 1 1 1 1 �.� � I I I I I I I I I I I I I I //_ I I I I A _\ I \ ___ I I I .1 ,I - I L � , r . . . -_ . r r r' L I . r I I L I I . I . I � I I . I r . I.T . ��44'1 I�", I L I I I r I I . . 11 I I I . . L . i � . . . I � I r I I r . . r I . r . . L .1 r . I r I . . I I I I . . . . L r _; .r . r I . r . ; I . . . 11 r I I � r .. . I .r r r r � I � I . r . . I r I r I I � . .1 . IL r r I r . . I . . . r I I . . I � . I . . I I rL . r I I I . I . r I I r I.I I r I.r I. � .I L I . r �I r I r I - r L. r I. I .,r I I I r . . I L . r.. . I - I L . I I I . . i � . . . � r I . L . r I . . r . �I . I . . ..I L 1 I I I r I . L . I I I r I . :. I I . . r . I . . 1i I I I I I I. . . . . . L I iI I . . r . r r � . L . I I . . . . I r r IL � �r L r I r r, . L r. r I. r . I I I I L I . r I . � I . I . I I . . . L Ir. r r ..1 I..r . I r . r I L .1. . r r I I . . .� I . r I L .r I I. r � � r I I . I . . r� . r I I r r r . r r, , jL r r I r 1, . . I. r . L . . r - r � I r I I L � I. . . . I r r� ' I . r ; I I . r . I I L ., r r r I L . I � r r. L . r r I I . L r r r I I . L .� ,L,, . r r r I . I . I r'� , L . . . . . I; I r r.L L I r . . r L r �I . 11 L L . r L . . I . :I . r. .r . r r . I r I . r I I L r � ! L . . I . I r . I . L I. :, .,,r. � L I . . � . I I r �. r I. r I r � r L . r . . I L . I I I. .� I� I L � . I I . . . I . I r I , .,r 1.� I I r . L I . . I . I L r � I� ,,, r r I I I I r r� I r . . I . 1. . .L . I I r, I L. L r I I . . - I I I. . . � r r . I .r. r - �� . ; L . . . . . I , I I . I . � I �I . L r I . . . . �,r , r I I . r. I . . r I r I I r . L. .,r 1, r . L r . � .. r r. I I I . . . � I r r r r . . I I � I . . . I� . . . I I I I L r . r I I I . CAU I ION : 11- I HIS SHEE I IS NO I ,50.. x42.. I I IS A REDUCED PRIN � I . .. .I I II . I I11 �I . . . Y . I I I ry I . I I . I . A E C D E F G H .3- 1 �' 9 . V I LL- ` I F , , - - — — /� — — — — ._.. _... -- _.. _ r : . : . ! I I z 0 :_...._ L.S ci-I ---- ------------------------------------------------- ------- _ ,' COFFEE m � ____ _________�______o_____ _____ ______Q______o___ _______ - '� I w .0 r E r U VESTIBULE .AHC)` ( ( 1�, Lu w l z i I.) ( ) ( I —c � � E 2x1 ,' 100.. 8x1 2x1 113 6x1 X i . m 200 I - 500 I 1 I , 5 0 , I. 1150 0 ,' ` 11 C -0111< 4x1 T.A. i- \ ��_:::-..:. � w V I ..._.._.....,....---........._.........._.......... .............._.._......,..........., ._..--.._....._ I I I = .�,........ .......- \ I- 600 �,�` i ___.___.._____...__-_-___ ____ �� =_ / 1 0 => �O C E II 4x1 L_. / e I 12"O 12"� 4x1 : o c _.-___._..._.._.._........__-_ -____.._.._._.._.._._.________.._._.___...___.__._-_ I I I I / \ 600 Ifl 475 ID � 4x1 I � I _ ._ Of REB 475 6x1 0 _ ,_. �......,:--, �..-:-=--& 1 m Q II II . _ : 700 � 1150 N � �. 0 cn I, 1 x 1 J C_ II I O N r SI/- m - y i I I 1 I I "/ > w J (E)RTU-1 5i \'// - - - - - — - I I - - - - - - - - - - - -- - - - - - 20 x40// — I I - - - - - I 4x1 4x1 2I --(: `01 � 1 1 --- r-- » y XI 575 575 (E) II /(E)\ 11 X I �><�=I -- 32 x24 =- 1 \ I' I 725 I I 11 \Z25/ I I I r /� Z rd-I r Iw y I--' 1 I % I _ fit, W L-1 I I �---] _ m co 1 I- 4 i v 1 __ .� O 1 rn 1 I r I r I 11) / __ 0 M 2 I i I I ------� `� _ a 1 I , i SD _r�-i I I I i i I 1 1 ,� �, I -----� _^ 1° . o . 0 � . o -.�' F__ I RST �", CA ,—i (E)RTU-6 �,� �L�� .�.:__ L i ,/ \ / �• m °�' v ° rn rn . 1 I m 4 ago rn u •� .I o =- 1OI . r 1 `i �� I 4x1 4x1 4x1 4x1 i -i � ' .° ;[ � � 8 , . _C _ r j Q �+ � o N I- 1 I tw 605 605 - 500 500 _x 1 _ ` N °r, .5 'AO N �� N 0 I (E) TU--4 i I- I / \ ± a_ c2 5 w 12 ) � cn I ( I 1) °2 I I REB \T25 I I i I 725 I i ,I I 1140 t I -( o 0 I .I � `�I ivi -� 1050 1 Id � I I i I ° I `� € Z Z RECEIVING I I I i I i NI T ¢ w } I I I I I , __....__.._....___-.__...__._.._._._.._._.,_„_._....._........_........._..___...._..._............._._...----,..._...._... STOP K ROtiJM I I I I I I N I ui � LILT O a _102__ REB I I I (O I , I I z N,�o ap r _ I i I -- i X I : I X I ; m � i"�tNO \ % 700 I _x I co I I c0 I , Z 0�0� I I co I I N I 1 I N I I I I CDLuzN(I m N z . .. II , IuI ,� I I-'-I 'Q4?,,r LO O O IN ^ I I ,-� I I I I I I LLT Z pdNN � I . -1- r I LH I I I I \[ r ]/ z �1 �--UU�� N �, - I I I I I I �/ LLT ,.., W'd' d' - I m� } f I i 4x1 ! _ � �� Z � •• 4x1 __._.� 1 . I - _ - -_ - : - _ I I - - - I I -: O ; -_ rz O O _ - [` O I I .. _ - 500 I -- wI][ �., V� �a�. -, a , ,. I 1- -t I r -t I 500 sx1 I > I I I I__ �__� � NURSERY ____._ w . . r . I I . /(E) t--i (E) 1140 n I 11 m _ REB I I 725 11 1I 725 X J . J I _.___.. __._-_._______._ _ . I----------I I I I 1050 I i y pcc r I I - . . I I I : , I I ; I �� , _ I I I I I �I ,_x, , _ I I _ I p I I I ��I 11 .INI I I (0 , I ISI I I Q I I ! I N I I X 1 1 _X I I Ixl I I WI I I , , -- ---.,,.J �r, I I I✓I I � 1 I .I z _ _ 1w I - — I�- - — — I I— — - — —I �— — — I — — — — — — — . 4• w ' ` I I I I I I I 1 1 I I ` 5 . I I I i I I , , I 1 1 I I I (E)ITU-3 1 ! 0 I I n I I I I , I I I I 1 I I I . I ___------I I I I t I I I I I - 1 I I I I I t I I V fn r w_.______ _. _ REB I I I I I I cn . I I 700 -� l- _-1 r_-� -- N I F - `�'-' r_ (E) � � (E) (E) I� � (E) (E) (E) >o -cp 1 I I I I I I I I I 1 I 11 I . I I w CD r i � I I X I I I II II 1 II 11 1 tI _ 725 725 725 725 725 11 725 1 I coz �� I S I REB I I I I , , ' w 14 � I w , 1060 I I I 1 I I 0 0x2 I I I I 1 I I I Z. , 1 I 1 t 6x1 �' 1" 1 , , , , - , 1 I' w . 760 t I i _ t 1 I 1140 I ,� i � , I . _/ I ' 6x1 € I cp I I c0 I I I I 0 r T.A. I I' I I 1 ^X , 1 W . v 1 Q S : 11 _ 1 X 1 1 1 X 1 SALES I I N . „ / \420/ . - 1 N 1 I c�1 I AREA I '� I w 16 t d- I r I I �, . T.A. 4 I ^ I I ^ I n , 1 Jh, U �-,, r7 I u I I u I 1 v1 - I , J OF I1E 3 . 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I I r r I r cl . t t= --::] _j _D _j E5 _j + I . . I I . I . . 1� . � r I z 1 . a . I I . � r . . . r r r I I I � r r . 11 . . � . < r . I I r . I_ I . . . r . � r I I + � 0 I I r . � . I � . I . r I � . . . r r I I I r - r I . I I I Cy) � . I � . I . . r r . .I � I I I . I . . I . . 4 . r �_ I I r �= I I � 11 r � I I I I r r � I . PLUMBrING N OTES, r r I . . I . . . r . . r r r ry rr r. N C-4 C`iiiill CN N N N cq I r, _________ � �, r I . I . r r w I ,r I I . I � I I I . I . � I r- 1 r r I r I 0- . r I I I � I I . I � r I r r I � r . I I - I 0 -a I r � . (D INSULATE ALL EXPOSED DOMESTIC WATER PIPING IN NURSERY WITH Y � (DNEW PLUMBING FIXTURE (S 1) TO CONNECT TO EXISTING'UTILITIES (WASTE, VENT, , Qf r + o- � r . . I I r I I . . r 2-INCH . . I . � . r I . r. . r � � . I . . I I . I I I� r r THICK MOLDED FIBERGLASS PIPE INSULATION HAVING ASJ JACKET, VAPOR . r . . o- . 1 =3 1 . I . . . � . . r . . . � I r . � I . . . . I I � I I r . . HOT AND COLD WATER) IN WALL. CONTRACTOR TO FIELD VERIFY EXACT SIZE AND I REFERENCE ONTLY . I . . + r I . '. I . I V) I . r r � I I � I r I I - I r I I I . r w . . . r I . I . r + 11 . . . r r r I r _q AP F-ER-SPE-CIFICATLON TION OF EXISTING UTILITIES PRIOR TO INSTALLATION. REARRANGE EXISTING I I I I I I I I r r r r + . . r . + r r rr I � I'�1111111,11111111,,Illliiiii""IIIIIII��LY.P.,��l��-,v�� 111111111111- 11111111 . r LOCA S PERMIT r . = r . r . _0 r � r . I r 11 I � � I . . � I r � � I r NOT APPROVED WITH THI I �_ I I I I . . I . I � I " � I I . . r I . I r . I AS NEEDED. I I r r . I I 0 . I I I I . . . I I . ,. r � . � . . I . I I �. � . . (�) NOT USED . . I r r � 1. 6 1 . . .1 . � . . r . I I .� I r �r I � I . r r I I . .w I I I I I I r r + I I . _I_- I . ? r �. . I . I 11 . � r , . I I r I r r , . r Cy- . 0 r I + I r . . � . � . . I . . . r . r I r . . . r < I r I . � . r . r . r I . TIION OF NEW 1-INCH COLD WATER TO EXISTING 1-INCH COLD I . L- r � I � r � . . � . I r . . I . . r PC I r r .r r � I 1. L r I 0 1 . r . . r r I r I I . r � I - �� r r - r � . I 'Ir .. I .� � �!,� _ 1 � � 7�!:' �,�:" � I 1� � . - I I �, I . . , I . I . . I I . r I I . . r I . I I . . r I 9 POINT-OF CONNECTION OF NEW 2-INCH COLD WATER LINE TO EXISTING WATER I I RI . r r r ... � . -r � �'', . r��,, I .il I � r r . . r 11 � r I 1, . .1 + . I r I I r WATER LINE AT EXTE OR OF BUILDING CONTRACTOR TO FIELD VERIFY EXACT Cn r I r ,�-, ,� I I I � I. . I 1� + I � I 1 . I i r�,�,,'�,,, - "' r r I � � 1, r r I I 1. : I 11 -L � r I . .I r I . I � � + . � I . .I I , z - L . � � N I . � r . . . � . . 1, I � . ,1: � r r � r r. . I I . r . - I - r . . ,, � � I..- . .I .I �, � I I I—- . I - � I I � '..'',r , r I I . I � I 11 . _�:, - I�. I I - I!, , � �j r � ' � PA/�PM . , A. CATALDO . i r r , � . . I � r . . � � .. : L � . I I I . .I 1. - 11 -1 I - �z . r 1. . I I . � . 1. - �. � I , , I , I , I +., :-!'r 1 1 1� .,,�.,�� . I Lo r r I r . � r . r I r � I I . r I � r : LINE IN CEILING SPACE. CONTRACTOR TO FIELD VERIFY EXACT SIZE AND r . SIZE AND DEPTH PRIOR TO INSTALLATION, I r . I I 11 I . . I � r . 0 . i I. . C) I . r � I 1. . r r . � r . r r I I . r . r I . ,� LOCATION PRIOR TorCONNECTION. . r I . � � r r r . � . I le . P= r I . r I I r r . I r I I . . r . I I . r � 11 � I r r . � r r . I I r . I I I � I r r - r. I G < DRAWN BY:. m_ 1 . I IN . I r r . . I I 1 . . r . � + . - I . r I I I I � 0 Ir � r , . . I I + I I . rr r r r I I I . I . I (�) 1 INCH INDUSTRIAL COLD WATER UP I TO HIGH CEILING HEIGHT. r � I r . I r I I .% � r r U- . I % � r . r I r . r . . I � . . I . . . � . . I I 11 - � I,--,' r I I r I r r r . . � I . . r I r I . r + . I . a) r . I r .r . I . . I I . . � � . r I 0 JOB NO.: SNR12-0011-00 . I I w . I -0 . �r . r I I r . � I I I . . I � 0 r � r 1 . r I r I � r . (D Y,-INCH INDUSTRIAL COLD WATER DOWN AT WALL TO HOSE REEL. I I I I � n I __ I � I I r I r . V) .) . I � I I r . . I . I I . � . . I I I I . 11 r � r I I . . I I � r . OREGON !* I � r I . I r . I I . C*4 . r + r r I r r . tk .C� I 0 . : r T_ I � . . � . I . . . I . I �D PIPING SHALL r NOT BE INSTALLED IN EXTERIOR WALL OR INrANY LOCATIONS . r 0. . z r r I r r . I . . �. I i . (D r I . . I + � . I , r I . . . � � I r I I SUBJECT TO FREEZING. r r I . r . r r . ;S�11 1'%' I . < I I . r � � N I � r I . r I A � . . � r r . r r I . . r ib co I I r 111-11 . �I . � . I . r . r I � . I I I , & S. G . r I I r Cn r r . . . r I I I I I I . . . I I r . . . - I . r � . r . . I 0 . I � I . . I I � I I r . I . I . . :z /I -0 . I � I � . r . � r . . �(D INSULATE ALL COLD WATER AND CONDENSATE PIPING WITHIN THE BUILDING WITH r I I - 11 _0 . +. r I r . I I . r . r � . r ,� r r �I I . .I 1 . . . . r . . I I �r_ r r 11 I � .) r � I . I r 1 . . I . I 1 . . . r . I r . . I . r. I � I . I � r r . . Y2-INCH THICK MOLDED FIBERGLASS PIPE INSULATION HAVING. ASJ JACKET AND r . � . Rckmws:June < r ! . I I . I . - . . I . . ,� . . . r . 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I � . I r . . I r .r r+ � .1 r r I I ,r r I I � I . I r r r � � I I I � . . I r � r . I r I . . . I r r I r I . 11 . I . � �. . . . . r . .1 r I . r . . . i . .r r . . I I r r I I . r r r � r � I � r I . I I r I . . I I r r . . ,,r I I r . � I � � + I r . I � � r � r . r I I I . . I � I �r... . � r . I r . r r r r r . � . I + .1. I . I r r . . I � �. I I r . + r r � r r . I I r + .r . I I I r I I r I r . . I � .r I r r I r . I r I . � I r r . . � I . . + . I .1 r I .. . I I I r � I i . + r r � . � . . I ,- iL r r I � . .. -1 . . 1 . r r I I � �� I . � I r . . .,�, II ,r r . '�I r r r I I I . I r � . � . . . .. r I . . I . I- I I r I I r I .1 � r I � I .r.1,r,- I I .r I I r I r � r I . . r , I � . . . .1 . r.. . r. 1. r.l.,,r,,,- .r . I r . . � r r I r r I �... . .. .1�z . �. � r I � r . � I r . I .1 r I .. I .1 r 1.r ..,,I. r r I r r I I r I . r I 1. I r � I . +. I I 11 11 r . I.-� I � � I - . rr. . r . � . I I .� � I I . . . I I. . r 1- . r � r I . r . r r . . .. I � . r rr . r . � . .r,rr'. I . . . . . . - I r I . I I .� . 1 ,r, r. � . � r r . I I I I � r I . . r . I r I r . I .,", I . I . I . . I I .1 � . I . . � r � I r I r r r I r � I r . . . r � cAU I ION : II- 1 HIS SHEE I IS NO I ,50" x42" I I IS A REDUCED PRIN PLUMBING NOTES Y O -i-� O 4-INCH WASTE DOWN WITH WALL CLEANOUT. 11 1-INCH COLD WATER DROP IN WALL. >_z Q2 3-INCH WASTE DOWN WITH WALL CLEANOUT. 12 1-INCH HOT WATER DROP IN WALL. ¢ W 0 c o � 30 2-INCH WASTE DOWN WITH WALL CLEANOUT. 13 TP-1, BEHIND ACCESS PANEL WITH (2)TWO Y2-INCH TRAP PRIMER Z0 DOWN, SEE DETAIL #5/P3.1. U-1 ® 4-INCH VENT UP THROUGH ROOF. cz 14 1-INCH COLD WATER DROP IN WALL. t� 50 RELOCATED PRESSURE REGULATING VALVE (®75 PSI) AND MAIN w SHUT-OFF VALVE. 15 O 1-INCH HOT WATER DROP IN WALL. E o O6 2-INCH COLD WATER DOWN TO PRESSURE REGULATING VALVE AN o O MAIN SHUT-OFF VALVE. _ V CONCRETE - FLOOR CLEANOUT O7 MANUFACTURERED BY J.R. 2-INCH COLD WATER UP TO CEILING SPACE. SLAB SMITH #4028C ® 2-INCH COLD WATER DROP IN WALL TO 2-INCH COLD WATER 0 .� HEADER. PROVIDE SHUT-OFF VALVE BEHIND ACCESS PANEL. CL N m O9 3/-INCH COLD WATER DROP IN WALL. o J • ` t 10 Y INCH HOT WATER DROP IN WALL. cz 1 14 c. �• 1 C ,i c., t11- Om <L•� < , .c f 1< �. aJo0CAST-IRON RISER WITHCOMPACTED SOIL FOR00SUPPORT14-4 SEWER PIPE 1 V N(TYP.) � — 2» w`BR!- J ,AK 0 y V t NINSTALL 1/8 BEND AT RCOMClPOINT OF TERMINATION OF �'< cuo N cn ��"".� 0LINE (TYP.) z wO Z zQ WS_1 pw� 0�'`'M R_1 oUto LLJ �W100 0WOCD oU �.SCALE SCALE • • o U?O Z0?� �'DISHWASHER CONNECTION 6 CLEANOUT TO GRADE 3 NONE NONE � ........_..__..._..__._._............._.. I } 1 30 0 � = 02 a.u. o. WOMEN' 2»RESTRc �� ' Ld X04 \ 1 ' .._.__... - m _ 211 2ff 1 2» o 2„FD-1 J.._. N 2» Q z !• . STaRAE o STRUCTURE ABOVE CABLE CLAMPS WC-2 WC-1 WC-1 ; WC-1 z (2 EACH END)(TYP.) // LLJ q ClCL 210 0 45 45 _ �.._ $ ■ EYEBOLT TYP. 1 _.._. ..__` _...$__ __ _.._ . Q ( ) �..._ • 4"FCO CABLE RESTR AN T - _.. .... _..._...._........._. ____ -----_._ .._-__.._ ._._w........,,__._..........��__......_�_ _._f. 1.E. 5:9 w w GALV. AIRCRAFT CABLE i 4w.... C ) STRUCTURAL �f» 3 » o CHANNEL WHA SPRING HANGER � ( ,_. U-1 U-2 2" » z ATTACHED TO ._ 2 0 ( WC-2 WC 1 STRUCTURE ABV. STANDARD U-BOLT 6 Y:. Z S-1 w (TYP.) PROVIDE SHIELDS 5 3 k O — �4 ` ON INSULATED PIPES 2"F 1 CABLE CLAMPS w SECTION (2 EACH END)CTYP.) SECTION- S -�� J CLEVIS HANGER 45• PROVIDE SHIELDS MENS �- - - - - - 97, - � o V) ON INSULATED PIPES 1 ' 2 11 2 v) 6 4 z 90• ..._.._..�.._.............._..__... I 2" 2 4 12 1 P3.1 I 2» Z 90 L-1 L-1 , WH � r+ DF-1 r �/ LLI U) 450 r I _ TYPE 1 SUPPORT TYPE 2 SUPPORT 10 4 9 M 3 4 o Q 4„COTG NOTES: ¢ (� I.E.=195.60 1. CABLE SIZE IS DETERMINED ASSUMING TOTAL LOAD ON ONE CABLE. ry w 2. ANCHOR BOLTS ARE KWIK-BOLT CONCRETE INSERTS OR EQUAL 3. BOLT SIZE IS DETERMINED ASSUMING TOTAL LOAD ON ONE BOLT OR BOLT GROUP. 4. SIZES SHOWN ARE MINIMUM. 5. CABLE TO BE SLACK .& ALLOW 1/4” MOVEMENT BEFORE BECOMING TAUT: Z w 6. TRAPEZE CHANNELS REQUIRE WEB STIFFENERS 1/4" MINIMUM. w c.� m cl. Lu SCALE SCALE SCALE w TRAP PRIMERAND 7 PIPE SUPPORT DETAIL 4 ENLARGED RESTROOM BREAKROOM 14 .1 a 1 Y o NONE NONE / � � Y � w w z vi cn O O O F_ z Z V V Q ♦^ w w w z vJ � � � o o ' vzz Lu — w w BALL VALVE IN CEILING o z ZI SPACE WHERE ACCESSIBLE ~ CHECK VALVE (TYP.) w W COLD WATER °° HEADER O a W BALL VALVE (TYP.) z ® Q o 0 _1 Q N J O C.W. Z H.W. -- z. Z 4 2 A.S.M.E. RATED TEMP. m Q NOTE: & PRESS. RELIEF VALVE o J PROVIDE ACCESS PANEL AS REQUIRED Q Q m cn 1 w M L *16 GA. x 1» WIDE STEEL STRAP W a �-- F- _ z zuj �°,. .. .. ,. s zWATER HEATER .� E-- .. i v.0 h•' :. .. ., ,... -:., -, A. .. ., rv.M rv,. Jat ,.r'.? .. KK't±-::.w. ._ .:.r. 5.s. t,b.. .4... r• .-r.. ) .. ....a..:. t .. A.. .. �": b Pr 1n :::. •.I:V4 '::. „..i: .:.e:' sa ::, --.:' ,:. :,' ':w , t x ' . :i• ry ....y :� a„-.... b- .. .1- I6 s`h':,F ...f w K 'L, e' W. T _1. '.ekLk 1 _.dn. ../. n..f ,�[.. .A,. .!' ,.. :. _. J .... .-. ... .. ,...r..... ,..,..a..:. s... +r .. -,. . r ,... r.. .... .... . is` . .,. .,....A fi. t ..WuuNr+,i, wJ eW:. F h.. ,,xr... ..N S. .fil. A y,. 1,... 7 rc6i .".1.v^F:n.v -r.'F_ts:+.;.F.grJ.A. ^s:�..:w, t. a)` .y.. .d vk„ ,3wk..`+: d.s..s .,r... r a. ,+.a.. .x n..x.... x Yn;3 r,n .4 a't... .1, a ..�. �' i -a "�M. .s... t. A f' r. .rake ��..M. "da.•K.aWm -, rr. ,-..,... ., •,..+..v... ,. _ -.www.r:::'sr* d ;ar c , .. !. .., ... .... .. .. :. J. , ,>d,. .... ..e.. ui . o. .4 ,.-..:, .... ,w >. . ,- ,...:: +.,. .. ..,c.--. - r..r.., ,�'�� x sn cay. ,. .. ;.., ..:fie.. ,•.•':.;,r' ri T WA TYP. 2 I_I_ LLQ 2 0 L STUDS L m o a W _1 _I I— � � Z � Z ~ � � Fes— 1¢— ~ w � O � O UNION (TYP.) �- �-. w _ w - _ cn cn o 0 0 - Z M : °:° owow f Zz z ACCESS PANEL SHALL BE TRAP PRIMER VALVE o V) V) �- z ►- n z c� Z READILY ACCESSIBLE I PRECISION PLUMBING v >- >- w Q w •_•� w o= I PRODUCTS INC. MODEL P2 - WH Q c� c� � � m � m � n » AMTROL EXPANSION TANK �- p� ( I » 1 �'"' N N N N N N N N DISTRIBUTION UNIT, 4 I THERM-X-TROL #ST-5, MTD. ON WALL. c� W r WHERE REQUIRED � �- � (0 ori co r: co c0 \\: FUSED DISCONNECT SWITCH � o ter• L6 (6 (6 r c6 6 o Q & POWER BY ELECTRICAL 0 o 0 0 0 0 0 0 0 cn w ROUTE DRAIN LINE -- - �_- _0 16 GA. DRAIN PAN r TO FLOOR SINK. v W/ DRAIN TO FS w ►, Q HOUSEKEEPING PAD cy- FINISHED o _ 17 6� cn FLOOR �` � � P PM ,. A/ AT r ; TP TP z A. C ALDO U-) O . . t y2 Y OREGt7N < DRAWN BY: `V ONE STRAP LOCATED AT UPP R AND ANOTHER o,tod °'�' �- � A E Y� cS' SOH 14,� � ,- �, _ LOCATED AT LOWER Y3 OF TANK HEIGHT �`REFE07ysPQyQ` JOB NO.: SNR12--0011 00 0 N NOT' A;�'POV WITH T S PERNU� o o R+�t'1�2VIr5:,luno : a SHEET N V) co z _ Q � SCALE. SCALE SCALE w H ,- w TRAP PRIMER & DISTRIBUTION ASSEMBLY ELECTRIC WATER EATERW/PUMP 2 :]z NONE NONE NONE � . I I .I ICAU I ION : II- IHIS SHEEI IS NUI ,%0 x4�� 1 1 I A REDUCED NMN I II I� I I: . I IF INe CONCRETE NOTES: I Q� I . . I 0 -� 1. ALL CONCRETE SHALL ATTAIN A >-- OF20MINIMUM COMPRESSION STRENGTH ALL DIMENSIONS&MATERIALS FOR TYPICAL 1 4» CLOSED EYE Q LJJ OF 2000 PSI AT 28 DAYS. POLE BASE SHALL BE AS _ / � w LIGHTING FIXTURE SCHEDULE BOLT 2 PER 4 FIXTURE. cz SPECIFlED AND APPROVED BY A O 2.AGGREGATES SHALL BE NATURAL REGISTERED STRUCTURAL OMIT EYE BOLT WHEN FIXTURE � � SAND AND ROCK CONFORMING TO ENGINEER. IS EQUIPPED .WITH MOUNTING z C) LAMP FIXTURE ASTM C33. STRAPS w c TYPE SYMBOL MANUFACTURER CATALOG # VOLTS REMARKS 3.CEMENT SHALL BE PORTLAND v V QUANTITY TYPE WATTAGE z 0i METALUX - CEMENT CONFORMING TO ASTM C-150 TYPE I OR II, LOW ALKALI, GALVANIZED -SOFT IRON WIRE � w I (6) LAMP 4 HIGH BAY FLUORESCENT FIXTURE. OR AS REQUIRED TO SATISFY SITE #12 GAUGE MIN. AT DIAGONAL : a- A #HBL-654T5-N-UNV-L5835-EBT3 6 32W T8 186 277 SOIL CONDITIONS As DETERMINED CORNERS OF FIXTURE FOUR o BY THE PROJECT SOILS ENGINEER. T O 3500'IC FULL WRAPS A TOP AND �j METALUX * ALL DIMENSIONS SHALL BE ~ L SAME AS TYPE A EXCEPT WITH 90 MINUTE 1400 BOTTOM. _ . A E #HBL-654T5-N-UNV-L5835-EBT3-EM 6 32W T8 186 277 LUMEN EMERGENCY BATTERY BACK-UP. SPECIFIED BY STRUCTURAL O O 3500'IC ENGINEER. F FIXTURE D FLUORESCENT HANDHOLE W/STAINLESS STEEL r METALUX RECESSED 2'x4' FLUORESCENT FIXTURE WITH � .4 B #2GC8-232-A125-UNV-EB81 2 32W T8 62 277 PRISMATIC LENS AND ELECTRONIC BALLAST. POLE. REFER TO LIGHTING TAMPER PROOF SCREWS. FIXTURE SCHEDULE. GALV. BASE PLATE BOLTS & m 0 1 g ■� 3500 K WASHERS W/1/4" AIR SPACE O cm 4 METALUX 4 LAMP 8' FLUORESCENT STRIP WITH WIREGUARD RouND BASE CANOPY BETWEEN COVER PLATE AND a a ( ) 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 w cd 3500'K 1 ROUNDED CHAMFER ON BY UBC OR LOCAL CODES . CONCRETE BASE W/STEEL Q J 2 DIE CAST ALUMINUM LED FLOODLIGHT, SEALED AND TRACE-LITE TROWEL FINISH D ® _ GASKETED LENS, YOKE MOUNTED, BLACK FINISH. UL TLED-203-40DT LED 40 277 LISTED FOR WET LOCATIONS. . . 30" MAX. AT FLAT OR . (3) #3 TIES WITHIN TOP 5" MAIN RUNNER CROSS TEE o TOP OF SLOPED GRADE w DIVERSIFIED ARCHITECTURAL LIGHTING WALL MOUNTED METAL HALIDE UP/DOWNLIGHT CONDITION. a a ,° (4) GALV 3/4" x 30" o E 1059-70U-70D-M27-SL 1 7OW MH 70 277 CYLINDER., SEE ARCH. ELEVATIONS FOR MTG. HT. II ANCHOR BOLTS PER MFG.14, z W o co I _ `co . HALO LOW VOLTAGE TRACK LIGHTING SYSTEM WITH SILVER FINISH GRADE a o .� �' f_ ; L-5300 70E-SC SL-L FINISH. PROVIDE ALL COMPONENTS NECESSARY FOR . °1 i F # 1 70W MH 70 277 . • CONDUIT & CONDUCTORS PER = � I #L653-SL(6 AMP CURRENT LIMITER) A COMPLETE AND OPERABLE SYSTEM. VERIFY 52" . PLAN p #L901-SL(LIVE END CONNECTOR) EXACT COLOR AND A.F.F. MOUNTING HEIGHT WITH B C� p -_ - #L908-SL(MINI-JOINER) ARCHITECT/TENANT PRIOR TO ORDERING. � 0 •5 U Cl( � o ,� -. #L903-SL, #L904-SL, #L905-SL(STRAIGHT, 90 _ m °� v .� . DEGREE AND T CONNECTORS) (4) #5 VERTS WITH m 2 ao " w t 5 ° " #L957-SL(PENDANT ADAPTER) 2*'„ CLR.I #3 TIES @1 8- O.C. Q .� v o � ,N . . W "� N N ROUND ON H1--LITE (1) LAMP FLUORESCENT PENDANT ON BLACK CORD � � p., .B ago .5 N � a, G #H-141-96-FR-CB8-96-FX-96-50MH-BCM-M 1 26W CFL 28 277 WITH FROSTED GLASS AND FLEXIBLE TUBING. 3500'IC z . C T SCALE c c SCALE ¢ VISIONAIRE 25' HIGH POLE MOUNTED METAL HALIDE FIXTURE. POE BASE D E DETAIL I L 2 R C E S S E D I x TU R E M 0 U N TI N G E TA I w w S1 0-o #LSR-2T3-40OPS-VLFG 1 40OW PS MH 452 277 PROVIDE WITH 30"H POLE BASE AND 20 FT. NONE NONE N . SQUARE STEEL POLE, Cl V . z z VISIONAIRE 1. 25' HIGH POLE MOUNTED METAL HALIDE FIXTURE. S 2 #LSR-2T5-40OPS-VLFG 2 400W PS MH 904 277 PROVIDE WITH 30"H POLE BASE AND 20 FT. o- oC I �. I 2 SQUARE STEEL POLE. H = w N 0 . IO w OD O N DIVERSIFIED ARCHITECTURAL LIGHTING WALL MOUNTED METAL HALIDE DOWNLIGHT MTD. ON U5 C� C��'�N�NN �"" H 2007-W003-50-M-27-SL 1 5OW MH 55 277 GOOSENECK. CAST ALUMINUM HOUSING AND SHADE. 7> 1o Z 0 W SEE ARCH. .ELEVATIONS FOR MTG. HT. x C5WZN • • N _ OO�IY?M� aG its L O Z RECESSED 2'x4' FLUORESCENT FIXTURE WITH �-- u.�l � o-<N N f �¢ METALUX z Gl T-- U • •N CL i p 2 32W T8 62 277 PRISMATIC LENS AND ELECTRONIC BALLAST. O __j U 001 �- B E #2GC8-232-A125-UNV-EB81-EM ��. W 11 IT ' 3500 K PROVIDE WITH 1400 LUMEN BATTERY PACK. o I- tn0 zmm* 2 - - 4 - -- O t CHAIN HUNG-FLUORESCENT W PRISMATIC ACRYLIC LENS, _ _. _ _ _ = � r � � 0 ; I METALUX 2 32W T8 62 277 > LL_U 1,..-IL,IL -) (L JI N 4TVT3-232DR-100 -UNV-EB82-WL-U-(EM) 3500'K WET LOCATION LISTED. EM DENOTES EMERGENCY BATTERY . 6 PACK WHERE SHOWN ON PLAN. . . m I IL . 0 . n . LIGHTING FIXTURE SCHEDULE NOTES: I I . . 1. THE FIXTURE SCHEDULE INDICATES GENERAL DESCRIPTION OF LIGHTING FIXTURES AND MANUFACTURERS CATALOG NUMBERS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE CORRECT oz CEILING CONFIGURATION AND PROVIDE THE FIXTURES WITH ALL NECESSARY TRIMS AND MOUNTING HARDWARE SO THAT BOTH THE CEILING SYSTEM AND THE FIXTURE _CONSTRUCTION MATCHES. . 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 w I WORK. . o 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 THROUGH WIRING. 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 ETC. ARE PRESENT TO AVOLD CONFLICT AND ENABLE PROPER LIGHTING DISTRIBUTION. ' QI . . I � I I I � I � 6 f 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). o I I I I » " 6. ALL DOWNLIGHT LIGHTING FIXTURES SHOWN AS SHADED OR FLUORESCENT 1x4 OR 2x4 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. = 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. ui o W, z . w w ; . .. �` . w as a' �' 9�- ss i' " at Q, 0 LL, i II IEXI STING I GH TI C N T A 1 . CEXISTINGLIGHTING CONTROL PANEL LCPYL G O R OL P NEL LCP 1 EXI STING LIG TING CONTROL P A L LCP 2 EXI STING LIGHTING CONTROL P A EL L P 3 - ;�_. I I � w 4 1 , . - MASTER LOCAL OVERi � . I I � . . . I 1 . 11 MASTER LOCAL OVER MASTER . LOCAL OVER . . MASTER LOCAL OVERI -i .: UI I PROGRAM PROGRAM PROGRAM PROGRAM -� 1 SWITCH SWITCH RIDE SWITCH SWITCH RIDE SWITCH SWITCH RIDE SWITCH SWITCH RIDE ¢ 4` 1 CKT RELAY # DESCRIPTION Z N REMARKS CKT RELAY # DESCRIPTION N REMARKS GKT RELAY # DESCRIPTION NE REMARKS CKT RELAY # DESCRIPTION ZONE REMARKS _ � U) 0 1 1 0 E ZONE E ZONE ( MS LS OS - MS LS OS MS LS OS MS LS OS 4 4 4 4 4 4 4 4 4 4 4 4 Q Z L-1 1 SITE LIGHTING - - - 1 EXISTING 1 EXISTING L--2 1 SHOW ROOM 1 D-2 1 TRACK LIGHTS - - 1 v� ,` Vr z Q i � : _ - _ o L� 13: (D . I L-3 2 SITE LIGHTING - - 1 EXISTING 2 EXISTING - -- - - L-4 2 SHOW ROOM -- - - 1 D-4 2 TRACK LIGHTS 1 - _ - - -� 11 I I . I . I I � . I z 10 f - - - 1 .': 1. - 3 - - - - - EXISTING 3 EXISTING - -- - - L-6 3 SHOW ROOM - - - 1 D-6 3 TRACK LIGHTS - - 1 E . 3 T- . . M . . I .1 - 4 - - - EXISTING 4 EXISTING - . - - - L-8 4 SHOW ROOM - - 1 D-8 4 TRACK LIGHTS - 1 m o . ¢ - -- - - - - _ - - - - - - 5 EXISTING 5 EXISTING. L 10 5 SHOW ROOM 1 D 10 5 TRACK LIGHTS - 1 � w % . I = . I . . . - 6 - - . �- - EXISTING EXISTING - W M - .1 -1 TRACK LIGHT - 1 .. . ! EX S 6 EX S - - - L 12 6 SHO R00 D 2 6 C LIGHTS . . _ - _ - _ - - � . 7 EXISTING 7 EXISTING L 14 7 BACK OF HOUSE 2 D 14 7 TRACK LIGHTS 1 . . . z w . � . w - - - - - - - - - - - - - - w 8 EXISTING 8 EXISTING D 1 8 TRACK LIGHTS 3 D 16 8 TRACK LIGHTS 1 . 0 . , ¢ - 9 - - - - - D-3 9 TRACK LIGHTS - - - 3 D-18 9 TRACK LIGHTS - - - 1 m I I . .� . . � . LIGHTING CONTROL PROGRAM. I . I . . . . I I � . I I . 11 . . � . I � II I I 11 � I 11 I � � . I � . . . . I a- .. � � , I . I 1, I I I I I i � � 1 .r . . I I � � I I . I I . WI - I I I I - - 10 -- - -- D-5 10 TRACK LIGHTS - 3 D-20 10 TRACK LIGHTS - - 1 - . TIME PHOTOCELL W c ZONE . REMARKS z . ON OFF ON OFF Y o . _ I - 11 -- D-7 11 . TRACK LIGHTS 3 D-22 11 TRACK LIGHTS - - - 1 = 5 . � w . . 1 06:00 20:00 YES YES - � Y . w � w I D-34 12 TRACK LIGHTS _ - - 1 .D-9 12 TRACK LIGHTS - - - 3 D-24 12 TRACK LIGHTS - _ _ 1 = ¢ 0 . z ( � 2 19:00 _ . I o w � z z D-36 13 TRACK LIGHTS - - 1 D-11 13 TRACK LIGHTS - 3 D-26 13 TRACK LIGHTS - - 1 z z V) . Q w w w ;' 3 - - - -- - z - ww , O J I - _ _ : _ - - - - - .� W F I- D 38 14 TRACK LIGHTS 1 D 13 14 TRACK LIGHTS 3 D 28 14 TRACK LIGHTS 1 o _ c> z z . _ . . w w w co . lU_ J J O U V - W PANEL _ SPECIFICATIONS D-4 1 HT -. _.. ._ 1. - - T I H. - _ '._. - 3 - D- 1 T A K L I HT - 1 LIGHTING CONTROL 0 5 TRACK LIG S D 15 15 RACK LG TS 30 5 R C LG S m LLQ . }_ N N toI. . . 1. LIGHTING CONTROL PANEL SHALL BE U.L. AND C.E.C. CERTIFIED: _ _ _ _ z W N 7 ": 2. SYSTEM SHALL INCLUDE TIME OF DAY SCHEDULE VIA AN INTERNAL TIME CLOCK. D-42 16 TRACK LIGHTS 1 16 - D-32 16 TRACK LIGHTS 1 OZS ¢ o 0 . J ,0 ': N 3. INPUTS SHALL ACCEPT EXTERNAL DEVICES SUCH AS PHOTOCELLS, SWITCHES AND OCCUPANCY SENSORS. ¢ (� 4. UP TO 48 PROGRAMMABLE SWITCH INPUTS. _ . cn _I 5. INTEGRAL KEY PAD WITH BACKLIT DISPLAY. LI GH TI N P A G TI P LIGHTING CO TR OL PROGRAMI I_,Q� 0 I G CO TR OL R OGR LI G C0 TR OL OGR A I I 6. TIMED SWITCH OVER-RIDES. FOR A MAXIMUM OF 2 HOURS. » » Q Q 7. SYSTEM SHALL HAVE "WARN'OFF" FEATURE TO AUTOMATICALLY FLASH OFF TO WARN OCCUPANTS BEFORE IMPENDING "OFF". . w » » J I TIME PHOTOCELL TIME PHOTOCELL TIME PHOTOCELL °° w 8. AFTER HOURS SWEEP OFF FEATURE. � ¢ F_ ZONE REMARKS ZONE REMARKS ZONE REMARKS o _ - . 9. LIGHTING CONTROL PANEL SHALL BE MANUFACTURED BY LUTRON, MARLIN CONTROLS OR' LEVITON. F FF FF �- 11 ION 0 F ON OFF ON OFF ON OFF ON 0 ON 0 V _ . a m . . o w . 1 06:00 20:00 NO NO - 1 06:00 20:00 NO NO - 1 06:00 20:00 NO NO - w cn m . . . . a W Y ~ ~ z z ...:. , , ., v .: _. .. .. > ,..ri,.. u'"i ., :. .. ., ..a :i "k .i jak, F$r .,.. �, _... -... .,. ,.e r r. :,r ...: .. , ': ..- , - :.. .. ,. , ,.r ,. .. .. J � 4 r%h lr '� H '.�£ ..n1 .J, , , .. ,.- .. a ,. ... a .. r .. _ ... '::.,. ..., ... x dr. ... .r. 44r , '.:. -..:.k / �.. a.'v I'll ':- t. , .t:. ,- .. ,S.'... .. , .. ., r [ r ,. t'w '}rty'. ..„V. ':''h.R..' r t• +4 't x,'3..'r, ':� ,., ,. .r a w».. ,. , n r r .. ,,. V ,. w n :. .. r }.v '.:4, h'` ^vkt' 1' :... n , :':'.,: :. , ',.r- i t H _.„�,. ,. .- ,: .: a, - M. :.; rr.'', b �):: :M nYV• wr` ':�.rw ,. r Fr t- r,. mr.. .. .. e v ,. ."*+"'r "� v. r: ., ,:'.; `„r, c�' '�:+ l.. ,�.Sw . w - , ., ,',:A� ,.;;''Are .y�� rw;" .�; -r ,: a.. ..°: ', �...: �, �4 '. .:'fit'. .,..:..� h - . ., ..:.. 19:0 L.� 2 . 0 2 19.00 2 19.00 i-- cn i- cn v� � ¢ m 3 1 . O W _I _1 i- � of z m z �- � ¢ ¢ �- cn ¢ o ¢ o . = f-- f- M W n_ F ct V) O � � � w w . 3 3 3 - . m o `> o of - '_ m � � o w w w } = m V) z o r o � / °' LL' cncnf- Zz �- z f_ +, o z ozoz U a� v >-- � W Q J W J W w � . � . . � LIGHTING. . I . . I .I . . I � I . .. I . I . I . I � . I CONTROL PANEL S. I . I � I . LIGHTING CONTROL PANEL I I � . � 11 . � I 111*' . I I I . � I . 11 . . � I . � � 1. . . - - . . I S . � . - LIGHTING CONTROL ' PANE.LI I I. I - I . ,� . 11 I . I SPECIF[ CATIONSI . . 1 . Io � o . i- � I . I � I . . z¢ c� vv � mc� mv I 0 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. . 1. v >- v1 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. I--- - N N nJ N N N N N ac W ,_ •- I- w 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. t- : .cfl ori t� c. - co c6 o Q •- N oNN � 4. UP TO 48 PROGRAMMABLE SWITCH INPUTS. 4. UP'TO 48 PROGRAMMABLE SWITCH INPUTS. 4. UP TO 48 PROGRAMMABLE SWITCH INPUTS. o 4 ,� ,.� . Q; Q � o 0 0 0 o o C) Q 5. INTEGRAL KEY PAD WITH BACKLIT DISPLAY. 5. INTEGRAL KEY PAD WITH BACKLIT DISPLAY. 5. INTEGRAL KEY PAD WITH BACKLIT DISPLAY. - o- r. o . � . . W - F - . cnr . 6. TIMED SWITCH OVER RIDES. OR 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 .00CUPANTS BEFORE IMPENDING "OFF". .� L, :. : - _ 8. AFTER HOURS SWEEP OFF FEATURE. 8. -AFTER HOURS SWEEP OFF FEATURE. 8. AFTER HOURS SWEEP OFF FEATURE. W U 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 . PAfPM A. ATA -D0 C L wNMS'n.,i� s. T. .. .v .:.. M r., .- ..i- .- , :' .v a .':,, .:,- n., ... , ... ,- S ye: rf.r, �vv1. .:r� n. .. ..,, ,. .,r .._. ,_ ,. :.�.rr..� � ..,,.,r w• .. ,...... .... r>r i::..,. .< „i.:..,,.. ,:c!,.. ^a:. ,.,.- ,4 at:,w, .�.. +4- r Md: xt. ,.,v., ..a., .tx�:, mfir 'INV r ae z �„� az.� ,xw:+., :-f ,rc,. .a. 'mc.. ,^.,w,r,':t;;w .,..:< ... wiP1 urd ,:*tr.�.:..t --,.. vY y, v < ., . ,. »....,. .. M ..^,,�,. ,. , v, .. ,. z ...w.:.. Ra., ,.,.,sr.r v„a,:�� ..:.,. �. ',1 .. 5..... ,xt'..-..,. .rm ,k.� ti r..'w, �n ':k. rsr ;.h. >,...a,r.: .rr-�.5.,. aa, v, �a I. '! ,... .,.. -.,... +C .+. d..`G`. P.b+..v , vhdMa,Xn ,,... .. r ...: hAr+.. _. .n. , .. .. 4•-'1:+• r.�.. :4,..x�. .. .Ma .:nti',,, :y.P.T ._. . .. -_ ,., ... -,.. r-,r<<.. .. .r,�. k7...,,.. _ ._...:w. ,r.., ^o, .,.,.::r .:.,_ _- ....,• :3. -..+u,,.,.:... � .-'�vv7a .f- N. .,'v 1 r.� 3 :r�ii. ";.t..-Yt,4a. ,,vtiv45r. a r 5,^Y, r ',h.y ...+...::. v ri.L"l: ,w..-..,.e1'.v .. ,r-: .a,., we.,..:. .. .:: r n.,.. ♦S^,.i ...,ar ,. :rya., +,:A.P .3 r •K9 wy,ry.."FW:A sY*'>< Jb n;. ,1,-.:r a w..WMi^P s..ry: L'{z.,, y,,. r. .,x n.:,.� :,..,>�.;,: ;,,,.rr ...• '.,:,.". x x.t..«: ..,„, ,,.n N.w. „�.:.., r,.. ,:.,;: .a,.,..,.,:« :,..,.,.:':. -n„�.ti: .:. .r� wrarr. Wlr., a*an .�'.•.� to `vM a. �:.: ,: _ ,. r: ... L f .. t :r.... .. .a .,a.'fir M a ,.. , ,. .A'+"'-v'. +k7�^. ..... s .. .. v 1 ,:'s9. 1W '#�.,: 4,t'.,.F, .n�Y�`..,. ta4 ,C'."^ 'f.. "t, '7x M. :.., r -. ... ?t .. r,.. .. ...7. .. ,. ,. .. .:.,. .... ._ ..r. .. .r ,.._ ,: .;PIN. _ rl. :w. n .,. ..^.r.9. r;,t^n.;:.. �.: w ,;.: r,j:m..�i',a5. , .. rr 9k.e: rr xav,.. ,r ... ....:.. :.. - .J„ra.... �.." ..., �, ., ...r v... >•m y ,mel. , ° N ,.,f, ,w„ , L . O . . I . PROVIDE ADDTIONAL RELAYS FOR LIGHTING CONTROL PANELS AS RE UIRED. P 0 D N � ® RAWN BY: n . '� IV `�ct^ U cn . . . . �) � ,,, �� F9 /��! n JOB NO.: SNR12-0011-00 r. I I 11 . ED WITH THIS��RX �' I T�;'Pte' ;� v' N � z . SHEET T_ . . E ¢ o or EGO : N �� cn 7C z . �a' ' . . :I _ - m . C� ' .. .. -. (n r r . r �« W . / - _ - - I . I I � I I � � .I I . I I I I r . "Renllml�V,r: June 0 N . . . : 1 r - I1 1 1 W U_ . f-- I . r r . - I . . . r' r I r I I . I I . I I r I . � r 11 r I I . . . . I r ,. I . . . . . . I . . I . 11 - rr I , r I � r . � . 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I I I I I mommobbi "' � 3 : I I I I L . I I - : .v) X . . ! I I I I 1 8 In 11 I 8a . Rn . . I Rn I I / I 1 8 i 1 uj <(b m L I % � I J 8EM . I SEM . I BEIVI 11 I 8E I 8EM I 1 . I 11 ! : L = U) (D � Lo Lo 0 z . I L I . L . z ; - I I---- - I I . . . I I I / � i I : � Lij z: <N N& < . I /\ 4 I z I i . � L-14 i L - - . . z ! f= ou CL _ I : - - - - - - - I . I . . . . . . I ! : I . I u 0;0; . . L ; L I I _j i : i z C) . I L i I I : I Irm : . I j i I/ / i i I <�>(TYPICAL 0 __j I ; I : I I TYP��_'*�,� - I 11 : L I I ) i I � L 0% . I I z I . . = Ill I I � � I I I i : I I I I : . i I I . I I . I i : =)� w 11 I . I I : I LLI � I I . I i 4 ! . 0 1 . L i . . I / 0)*k 7. � z Z-_ 11 L I . i Lu I U) z()) I I I i i - � : I I I . I I : - . i I I . . I I I I I . : j5 'I, N 5 � m .. .------..----..--.-.------...---- : . i I � . -- . ! I r � . I I I L I � i � . . . i I I . . 6 1 i . � . I .1 I L . i : L E: t . L I I I I i . . I z - :c L I � t . _ i- I I L I I I I 11 I 11 . - I L I ! / I : 01:� . i 14c - - -- 14b 14a I I I I . . Z L I I � - I . 5/ t (::) 0,�, w . I z . I . . : ox I i I : . I - L L I I L I I . I I . : : I : I I I . I I . : I ; I I I . I � i t ui (L IL -) 0. : . i I I I I : . ! Li- U... . I I i � i . t> I I L \ : . i � I . . . I I i . L I . � I ; i I . t> I I I I I . L : . I I I . I i % i . i I . I \ : . I I I : I I . L I I / ___N I ! .. I I iI . . . . . I I . I I I I . : i uj � . : . I I .. D-28,30,32 . i . . ! I I I I I I � m I i I L ! I I I I I . I I L I : I I . . : i : . I I I I v I I I . . 1 I : -1 i I I I L I I I ; I � L I I I I . . I z i . I I I i I I L I 1 L I : I _j . I I . . . I I I L I I . I I ; ! i I I ......---.-..---.-.,--. L . I I . : ! I i I I < . I I - I I I . I : : : , I I . I I : 1 . IL I I . . . . : .--[.-.-..---.--.-. .. , . L I . . I I i ! . = I L I � I I I I I I L I : I : Ln I . : ! ___ . � , I -_-Z I L . I . . lit _____-1 .11,111,11111 I . . . .5 . : . ! I . I . . r 1 4 1 -_ � W 41 a a 2 IIIIIIIIIIIII � : . i I I Ill N . lit o4c: IN-0 I _= . L ..K= z L I 1%.-Iffil i i z i I I I 0 i I I I . ! : I I L . L I � I . . I L : i z � � L 8b 8a 8b a . I 8b . 11 I I L ! I 4d I I I I I . 11 Ba 8b' . Sa . : : I : : � 1--__-___`.... i I . . 28 . . 8b . I L : : I < I L : I ; � I : i . I . I L L I : L I ! I I i . t L � I . . I .. I I . I I L ; : . 0 1 1 . z I . I L I . I I . I i I ! . � i . r . I ! � I I I I -*"--*- -7- i . I 11 . I . I : L . c� L � . ! I : I I I I I L L I I : z: I I ! I I I . . I 9 y ! : . I . I I I I L i . : I I . . I I . I I : . L 0 . I I : i I I 11 I I . t I � . . . � . � i I . I : . . I L I � I i I I . I I : I I 11 I I I . I i / z L . . . I : i . . . I I .1 I I : . i w . : � . I I I . I L I . I . : L i i . I I I i I I I 0 L ! L . I . I I . I i - H I . . I . . I I I / - \ , i � I . I = . - ! I � I I I I . . ; L I . I , I : . I r I I I . I . . . . I . I I L I 11 I . I I I t I -_ 11 : I I ui I I . . I ! . - : I . . 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I ��"',:�I�,',%,�' ,,,�I,'.,,L�,,,.-_.I� ,:�:,,.r.��P.,��"`L�'I,,�L,� =�'', ,� L�,-" -i.� I.'i�,4"�L_'_L'L � yr_, . r r I,� .r ;r I'L I 0 . 7"�-�.'r"",�� _,�,'�':""I- � ' - , � " 6.L ALL L r * . I . r , I r . .1�1 .1 �L. �'. _p�� '!��"!�"�'j� ' ' . , � r '�,"�4�'. L FLUORESCENT DIMMING ZONES/CHANNELS.SH ALL� BE PROVIDED WITH 3 L ,-L�DIMMED HOT, -� ,�� r':.: ': 'r .� !�! "'�tf� 'j'� ��V��_'_,,�"'.��r �-_�;�_,,L_F'�L"''��-,V�.I�jI��,"Q",!�'�,_.I,,,'r 1.�� , �!�, 1� I I . . :'�L . I I L�''' ,�.,��,"I,, .,,,,��, I, I L I r� L' .,�,,7%�,,, -i,�,,, r� ,, I I�:'��,�",r�, ,A',� ,,�.�,,I -' ,rr "I r . .. .. LL _� I I � -SHALL 13�1'-MANUrACTURED . ' I . . I - . L . . :1.` C ILINO &"WALL U Y�;SEN� ORS LINE VOLTAGE CONDUCTOR S (NEUTRAL . I . I . I L . I . r r . . I I I L . . Ir . . .I Ir � . I r . I r r , I I I r . L�, I L u") . . .. r .1 .L TE r THROUGH EXI STING LIGHTING CONTROL PANEL. L � r r r I I . . r I I I . L . r. r PRO r r r. . 0 1 CD . BY "WATT STOPPER" CATALOG NUMBERS AS FOLLOWS: . I . SWITCHED HOT) OR 2. LINE VOLTAGE CONDUCTORS/2 rCONTROL CONDUCTORS AS REQUIRED BY THE CONTROL/BALLAST TYPE. 1. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF ALL LIGHTING FIXTURES. r C) ROU r F__= . L r � I . r I r 11 II � I I 11 r L I � . - � . I 1 . I . I � . . r . . . I L .. r .. I . . . r L L . � . . I r . I . r. I . . I . ,r I . . . I r . I L r I I . r . . I . I L .1 . . r I I I L . . I I < 'DRAWN BY: - r I � r . . r . I . r . I . . . . . . . . . I I . L . . L r I r I .r . 0 I . . . I � IN � r I . r L L L r I ., - . r . I I I I r r r L 1. I I I . , e_ G I.N � , -. ____- - . L . L I r - .0 r , U- . I � V_ . -EXACT CEILING CONSTRUCTION WITH ARCHITECTURAL REFLECTED CEILING PLAN AND PROVIDE. LIGHTING FIXTURES . L . I . I . i CEILING , r . I L CATALOG NO. - . 7. ALL EMERGENCY BATTERY PACK FIXTURES SHALL BEPROVIDED WITH, A CONSTANT HOT CONNECTION TO THE CHARGING LEAD. 2. VERIFY r L I I I r r I . r I 1_*1 � I r I I r r r I I . I L I . I r I I L . r r . . r r r , ., I r L . I . . . . . -4 .,p I. U 11_00 r I co L . . . I . r I WITH ALL NECESSARY MOUNTING HARDWARE. r . . . REFERENCE ONLY .. 1, w JOB NO.: SNR12-00 � � 900 S.F. r I � LMDC-100 L . I r I . � r r I r r r r . I L � ,� p , jE� � L' r I ; -0 I r r r . I I I I r . � . r rr .. - I 7 � r 0 . I . I r r L �. I . . . . � . . C L� , o- I __ r r 8. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXIT SIGN CHEVRON ES PER EXIT rSIGN. ANY r I . � . I r r I I I r L I I . ED WITH THIS PERMT I I L, V) r . I . .) . I I I . . I NOT APPROV 0_0I L � r r I 04 r 2. CEILING OCCUPANCY SENSORS SHALL BE DUAL r TECHNOLOGY WITH L L � .DISCREPANCIES BETWEEN EXIT SIGNS SHOWN ON THE ELECTRICAL AND ARCHITECTURAL PLANS SHALL BE BROUGHT TO THE r r 3. r COORDINATE EXACT,LIGHTING FIXTURE LOCATIONS WILL MECHANICAL EQUIPMENT & DUCT WORrKL PRIOR TO ROUGH-IN. . .L I . . . I . I r r I r r I . . I . r I r r I r L m r I r . I � L T- COVERAGE LISTED ABOVE. ROOM CONTROLLERS SHALL BE REMOTE �ANDr ATTENTION OF THE ARCHITECT PRIOR TO ORDERING EXIT SIGNS. � . I r r L r . r r r . L I � I . L I . I r r . r . %D1 F-1 2(30 N :Z r SHEET . r 0 P r L L r . r Ir L. r . I . . I L � r L I . . . I . I L ,r . � r I . r L I ''I" r < r . - I I . I I L I r . . r r . . . I . rr L j L '�"e . � r L I I L I . . � I r . r � L L r rr I , -p "Z�'/ r r . . . c%j . NSORS. CAT5E WITH RJ-45 CONNECTORS FROM � L . . I . I . .1 . . r 4. ALL RECESSED FIXTURES SHALL BE PROVIDED WITH ALL REQUIRED STRUCTURAL SUPPORTS AS REQUIRED BY THE � L . L � r . . . I r . I I r I ,"*. �c§ , . . I L I r � L r ._� . L I I I . ',,Z.�--t ci 3 ,I . V) r . r I I I r I � . I <_'/1.N -----:-, 0 1 � I I cn I I TROLLER. rU.L. LISTED WITH 5 YEAR WARRANTY. r . 9. ALL LOW VOLTAGE LIGHTING SYSTEMS SHALL COMPLY WITH 2005 CEC ART. 411 AND SHALL BE LISTED PER 411.3. .r r . CURRENTLY ADOPTED ISSUE OF THE UNIFORM BUILDING CODE, AS WELL AS ANY LOCAL CODES. LL r I � I . I I I . I . L. � tV ' r,", ,r . . L . . L . I . r I . I r r . I � � r . -0 L I . I r I .r L r � . I r r r , I r I . � r . r . I . . . I r � . I I I I .L I . . L � r . . . . I 1�� . I , I . z . . . ! 0 . I L I . . . . . . r . .r . Ir . . r r � I I I L I . . r. . IL r . . . r r L 11 . r . I . . .. � . r r I I � I r r 1 3: T . rr r r iI --:) I . r I r I r I r r . r I I I . . . . � I I . I WALL L r I . I r I L I . . L L . r . < I ,r L I � L I 10. ALL ELECTRICAL EQUIPMENT� LOCATED OUTSIDE SHALL BE WEATHERPROOF. . 5. ALL DIMMING BRANCH CIRCUITS SHALL BE PROVIDED WITH A DEDICATED NEUTRAL COND E/CHANNEL. r L � r � - 0 . . I r L' r r I I .I . I . r 1. . I L 1 . r . r r L r I � . L . . r ry . � � � L I . I . I I . ,r . L . I L. r I . . . L . r r. r . � r I I � r r r . . I I . . r . . . I I r r . I . I L . � . .L I I I . L r r . . . . Rene r . n r r . 1. ! , 2 IN � . r'") r L � . kvs: june�30 I . . I L I %_j � . . r . r . . r r I I . r . I . . I. . . . L. r . _0 . I I . r � I . r I WIr I L r r I I I � . r . . I , r r I � . I W r . . . � . U- A. SINGLE LEVEL CONTROL #DW-100 11. ALL LOW VOLTAGE RIrNG NOT RUN IN CONDUIT SHALL BE PLENUM RATED. I r � . r L V)L � I I-I . . r I r . . 1 . . I . � I . . . � r r r r � r I I r r I I r r r . . r . I . L r . . I r r r I . i , I L r L '.r BI-LEVEL CONTROL #DW-200 r r I � I . L I 11 . r . . r L L I . I L I I . r . . I r I r , r .L I I r . L I . I w . . ! r I I I .,r I 1. I . r 1L .I., r 'r r I I I I . . I L r 1 . I r I I I I . r L L � . r . . 11 1 .rL I rr I � r� .. .L I ..r . . I L L � I L I � I �r.. . I �. . r I . I . r . jT=rr � r I . r I r I . I . - I L r I I L . r .. r . . L 0 . . I r I . r r.I .. I I I . 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Z:) W B-8 -—------- ............ ...... .................... -:=1-1 i I............... 42 7 r Y_ Ah -------........ z z U- .............. T4........................... ............ ............... .............................................................................................. 0 m W _j _j of :z rvl z B-1 0,1 2-j < 0 < 0 _0 W F— W V) W m L7 :2 :D W W POWER PLAN Im in V) :z 0 rr, 0 W 0. V) V) 2 Z E; SCALE: 1/8"=11-0" Id! Z 0 Z p Z W < W < 0 c1q PLAN NOTES S1 GN AL PLAN GENERAL N OTES POWER PLAN GENERAL NOTES W T1_ - 1 . T7 1 . W r-: 6 L6 r- (D r, t6 c6 CL 0 6.� FLEX CONDUIT IS GENERALLY UNACCEPTABLE FOR USE AS A COMMUNICATIONS CONDUIT EXCEPT AT SEISMIC JOINTS AND AS 1. CONDUITS SHALL, 1. ALL RECEPTACLES ON COMMON WALLS SHALL BE SEPARATE BOXES AND O SHEET E3.2 FOR ELECTRICAL NOTES W V) APPROVED IN WRITING BY THE ENGINEER. OFFSET 24" MINIMUM. l.A. CONTAIN NO CONTINUOUS SEC11ONS LONGER THAN 30M (98FT) _0 .7. ALL. SUB SLAB CONDUITS SHALL BE INSTALLED .IN A MATTER THAT 11.13. CONTAIN MORE THAN (2) 90 DEGREE BENDS OR (1) REVERSE BEND ui TIONS THROUGH FIRE RATED WALLS SHALL BE PROTECTED 0 2. ALL PENETRA ITHOUT INSTALLING A PULLBOX. .CONDUITS IN PLACE OF PULL BOXES PREVENTS WATER INFILTRATION OF THE CONDUIT. IT IS THE FROM THE SPREAD OF FIRE WITH AN APPROVED FIRESTOP SYSTEM EQUAL IS UNACCEPTABLE. co CONTRACTOR'S RESPONSIBILITY TO ENSURE RAIN WATER OR PA PM: .CATALDO C 0 OR GREATER THAN. THE FIRE RATING OF THE WALL. C14 CONSTRUCTION WATER IS PREVENTED FROM ENTERING AND/OR REFERE 0 Lo REMOVED FROM THE CONDUITS PRIOR TO PLACEMENT OF 2. CONDUITS SHALL CONTAIN, PLASTIC ORNYLON PULL TAPE RATED AT 20 3. HEIGHT OF ALL RECEPTACLES AT COUNTER SHELVES, ETC., SHALL BE NO WITH THIS PERMIT r1D PR 0 LBS. T APPROVED < DRAWN BY: COMMUNICATION CABLES. VERIFIED WITH OWNER PRIOR TO ROUGH-IN. PROVIDE G.F.C.I. TYPE CN 8. ALL PULL BOXES SHALL BE SIZED AND INSTALLED PER 3. CONDUrIT BEND RADIUS SHALL BE RECEPTACLE ITHIN 6 FEET OFANY SINK. -01011-00 uj JOB NO.: SNR12 co PE -0 ANSI/TIA/EIA-569A. PULL BOXES FOR UNDER FLOOR CONDUIT RUNS 3.A. A MINIMUM OF 6 TIMES OF THE INTERNAL CONDUIT DIAMETER FOR -0 4. ALL UNDERGROUND CONDUITS rSHALL BE PVC SCHEID. 40, MINIMUM 3/4"C. ARE NOT PERMITTED UNLESS OTHERWISE NOTED. PULL BO CONDUITS 2' IN DIAMETER OR LESS OVERHEAD CONDUIT RUNSr SHALL BE LOCATED ABOVE ACCESSIBLE 3.B. 10 11MES THE INTERNAL CONDUIT DIAMETER FOR CONDUITS MORE SHEET C CEILINGS WITHIN THE ACCESSIBLE CEILING SPACE. THANr 2" IN DIAMETER. 04 V) Q r\ co 9. CONDUIT(S) SHALL EXIT A PULL BOX ON THE WALL OPPOSITE+THE 4. TERMINATE.CONDUITS r THAT PROTRUDE THROUGH STRUCTURAL FLOORS 3 WALL ENTERED. ABOVE THE FLOOR SURFACE. Renew 10. s: June IF FIRE ALARM DEVICES ARE INDICATED ON PLANS, THEN THE W 5. INSTALL BUSHINGS AND BELL ENDS AS REQUIRED r ON ALL CONDUITS. ELECTRICAL CONTRACTOR SHALL SUBMIT F RE ALARM PLANS AND W RIOR TO INSTALLATION. 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I I . . . lllll`��11111.11`*_m I . : 1-11111 11111 1017111"..._ .�,,��ll,�?�,�..�"-ll.*�*'�-l'...'�.,�,,��,��"*"..' LL L I N I 'L . I . �,�.,�r��,.",�".,�*��,�l-"�..'.�.I..'�,�.,�*'��-��-.�,.��I ____...........�,��l'.�"I'�,�*�.*.,�,��.,�',��..*,�-,��'ll��,*�,.,��"', I I i PIPE CUTTER I 11, 11 2011 I - _10 . : � . I - _-=fflffi..... I _ , . 4 . L I r 500 , ''Ill"'', I � . I I I I . I m . . , I -L j::,,:.. I � L . �...... ,,;".-� 1:1 , , :.'� I .,j.;_,.� - � . :,.Lj .� __ . I :".jft"".",,' ' ".j:"'...., . I _ . ::.. ."'g ,, . '. - I � I . ��::,.',' ma I I I uj "i m. .. , I 'g, , ...... aiii,� I,il ,.ill 1".., g�. .11m I I I I Ell,* 7 I . . I I . 1 360 �.�.:. I SW CHECK STAND f , I 1 7 I 1 l'R*l._4_ 1 L I � CORD REEL. 11, ,--- LL---� _[l � _'_ :,26/1 17, fl- 18 �pm I ____ - - _ I ........... � I -&I- ME= ......1-11- .A---_ I=` � = , , ' . I I I I I .. I . I I . . I � . I L I SHAPENING BENCH :L I= " . : �- � I . . . . . , I � 9 . 500 - CHECK STAND I . I I I L . , I I 2 1, 20/1 1 1 1 . � I I I I � � . I I I I _ � 111.111-1i - _' 1. I . - , ' L I . I . I I . I I . . � . 1 I SHEET NOTES I Q� � I I I . : 21 L. � ::;�� I i . L I I I ! . �L I . , I 1006 I 1 20/1 21 i 2011 I 1, . � E= 1500 CHECK STAND I I I � . L . . . . GENERAL NOTES I . I KEY7 MACHINE I 1: - _________-_1_ I __: 1,- L '. I I I � I I . � I I I IL . - � ' . ,'' , � � _____ I - __- .. < . I � L . I I L I I I .. I I . I . . . . L L " 3000 1 ,� 40/11 23, �- : '1,",,'11�'��,l.111,11 IN TAND I I I L I I L I . . . I I I I 0 5.GALLON PAWSHAKER � ,1, -41- 24 20/11 . 1 ,��-,.,,.e�,�"',,,��4,�,,..,'��.*.�.*�,- 1�111,11 801D CHECKS . I . 1. ,, .... �L L , , � . .... 1,11,111,.�,'..!,�,,,,,,..,� 1. I I ".., I _.,I � ._ � . I . . . I I . ��_.._ _,�. _, __ - - L . ; I . . L I I - L . ii...�� , ".."...-L........,-L.........L...�........._....�.- I L I . > i I . �11. � ,� I � JI 1000 .1 , I ' . . . I . I I L . � I I I � � I I I L I L . I I I I . I L I 1 GALLON PAINT SHAKER 2000v : "I L i 1 30/1 '1 25 4--lL 26 � 20/1 ` .'��*��,,.�,,-'�,��.,�r,��..*.,�,��,��;�,'�,��"'.,.'��,.,,,,,.,�',.�,�� , . REFRIGERATOR I . L I L I. L I I m . L i . L I I I I . I � . L . I I 1. . ALL OVERCURRENT DEV`ICES IN AN INDIVIDUAL PIECE LOF EQUIPMENT SHALL . , I I � I I ;, . _ ._ _" � ...�........�_,�_�.......f�. I��1� ��k ,�_M I I I I . . . . I I . 1".. I I . . : . . . . . . I I I . L I I . . . . I IN I ' I....� _,_______,._,.__. q ......._'_�,.................._.... L I I L I TING OF THE EQUIPMENT - I . I 11 I �� , . _' �'.,--- - -, I , * - `"' 0 � 1 I I . I L I I I 111 . ..Alr,��, " 11 Ill �3011L I., 27 �_--I I : I 11 11 I"*�.1*111' 800L $'.I'll, I I I � HERO MACHINE -2000 ,11- _0 I CHECK STAN . . I � (D NOT USED. , -I .---1 �,,..;,�...,.,,?��,.",.,�r�.,,,��,�.."",�,�?,�.��.,-��, � - - i 1.1", .1111, . . . I � .. � ,. , I--r�-,�-�,��-�-�.,��-.1.�-I'Ll��,�lI , I I I _ >',...�.,.,.. 28 �2611 ' 1 1, f��*�,,�'ll,�,�,�ll,�l',�,��,�"If�L��l-l�� 11 L I I .,_ r " �_�, _,__�,� � L �, r ,__ . .........L,.".". ........ .HAVEAN AIC RATING EQUAL TO THE .OVERALL RA L I _�............ ___". . . � .. .....................L.,_"..".L....... I . . I I I I Ld : . . ,._,�,_;"., I I . I I , I I I I I , __., ,xffim. . L . I . _.,. ",_...., _ L 1. � - .."'..''.0"'.' '..., . 80 1 1 1 . , I I........mr,,.",.,f__e.,_. i I COLOR MATCH 26667, It - -- 1 30/ 29 � 30 :20tI I , I ; � ...W.,"..'o'. .. I I L . , . ll.�,.._.M,'.�L .� ...._'ML......f." �, �. ..,".__L ..... .......r_v_.'' I '..m.__..._ 0 CHECK STAND ]L . ..-. , 11 -1. . "�",.�,��""...,.�",-.��.�...'�..�....... 0 1 __f",,,�.,, ,_-"-*,- ' tof 0_a,I ' L I I 11 I I . SERIES RATING OF DEVICES WITHIN A PIECE OF EQUIPMENT IS NOT ALLOWED. X I I "I"'. I I 1 j I L I I L I , ,�"�11 �"l"� i 1 I � ' 0% . I . I I I . I I V) I I I I I-oll I . 6- � ' 6.0 1 1 1 �L . I I 1 . . .. I . I = PAINTCOUNTER 360, 1,4 32 � 20/1 1 1 1, 1000 I CLISTOMER�SERVI E I I I I I ` Ij 31 � . . I I I l,�l'�'I'lll?"�lill, ! 7 111111 , . __ � I low . I _L_- ... - - I ;__ ___ - ___.___. - - I I . I . I I ;_ I I � , . L I . i M., ... I . I I . I * . 'ER �11 � z . . I I I I I I I I . . I I I .Se I .- � � SMS TERMINA I RAK . I � I _1 � ..... � . I I I I I I . , I SGALLONPAINTS ''Ll.."I'll''L 3000 1 mm I 40/111 33 J� P-H :34 : 20/ 1 : Im 1 2. SERIES CONNECTED DEVICES SHALL HAVE BEEN INVESTIGATED BY UL IN . . I x . I ...�..........�........ "K�m"&m Ab�% I I I _ I L" 'I'M I bbb `7 " --;� . . I . I I I I L I . L I � I I .. I I 0 L I I Fn L �. "" ' L . I= I . I I I GALLON'RAINTSHA KM ��' I 1 1 § 2_000 A � - �.310/1 1 35 � 36 =1 360 REC � I I �> � . � I . I � . 'I= � _ - , I I . I I I COMBINATION WITH THE END USE EQUIPMENT, AND THE EQUIPMENT IN WHICH . I I U-1 I L � � : : 000 I I .1 . I L L I I I I L . I I . L . I I HERO�MACHINE .2000 30/11 ,37 �- 38 20/1 i 1 - Im S. S,TERMINAL i I . I I I . I I . . i I . I - I - I :i: I � I mm, K0�,-,�M� m . . I I . I . . .. THESE DEVICES ARE USED SHALL BE MARKED WITH THE. SERIES CONNECTED I I . . I I I a) of �� . o� . . 1 j L:3,011 I _� ,,, .-F...... . -, I � . . I I I L . . . L L L I I V I 1. ; I I 1 7 ,Q .1 I ,�.�'.'�::::lllll_.�:::- , I I I L . I I � ui , 0� ui . . . � ....i q . : I I . I L I � I I I COLOR MATCH �:,� I 11 j 20/ , � 11 , 11111114 REC. . I I I I I . I. I RATING. ALL EQUIPMENT SHALL BE MARKED IN ACCORDANCE WITH NEC I .11 . I I I ............ .....�... i , � - ....... I L ....... 1. � . L . L I I . I I 1 1 . I I � I I . . I I L � . ____.�_ I- i . I AA i -+4 1 1 _ 360L . [_ I 11 I I I I � L REQUIREMENTS. . . I I .0 m z (n V) i . I PAINT COUNTE k-11 - 360 I -I---f-lj ZVI 1 1 � HANDICAP CA , I I . ___F ffi_� _ L� �T_� I . . � I . L L I 1 . I I L . . . W < z z � "I I L . 11 I I I L . 1 I I I I I I A= 11260 1 .I I . . . . I L I I . I . I >_ Q� o o I I I i � . L . I B= 14180 1 . C-- 13260 1 . I . I . .1 W �- - - . I . I I i I . . . I I 11 L I I I IL I I + . � 1 3. ALL TERMINATIONS AND ENCLOSURES SHALL BE RATED FOR USE WITH 75 . I I . z . � I I I . I . I . I + I I I Z V) V) . 1. I , WILCLA= 11260 . I... . W/LCL B= 14180 . W/LCL C= 13260:1 . I I . . I . I I . - I I 11 . I I ONDUCTORS. I I I . I < I uj 5: 5- 1 1 1 � I TOTAL VA= 38700- WILCLm 38700 W/LCL-AMPS= 107 1 TOTAL LCL�l 0 X.2.5=1 0 . L I I I L I . . + . I . . I I I . . I I I I I I . W U-1 . I I , � I - I I . � I I I I + . I I I . L I ' L I I I I . . . m . I '6 0- W . � . I I I I . I + I I . . 4. ALL SERVICE ENTRANCE EQUIPMENT, SWITCHBOARDS, DISTRIBUTION BOARDS, . . I . I I 0 . I � . I HIGH PHASE VA= . 14180 W/LCL= 14180: HIGH PH Wl LAMPS= 118 I + L I I L I � Lc HIGH PHASE LCL- 0 X 25= 0 1 L I I . . . . I . . L 11 I . I I I I I uj �_ �_ I . � . I ! L I - ____ . . . L . . I . I 0 0 z z , I . L . I I L . I I I AND PANELBOARDS R REATER, SHALL BE PROVIDED I . . 1. . . uj , � I+ "I I I . PANEL SCHEDULE NOTES I . . I I . . I . I I . I . . . . . . . I . . 1 [Z uj uj I � L I I . I I I I V) I . . . . I . I I . I L I I . WITH A MAIN LOVERCURRENT DEVICE AND BUSSING RATED AT 100% CONTINUOUS . I . U- -1 :Z3 I I I I I . I . . I . I � L I . . . I . . � L .:D I . I . . I . I .I . . I. I . . L L I . I . 0 ou I I I I I . , I . . I I L I . I I . 2 . . . . . - . I I . I I L I I I OPERATION. . I I . L I I I I L . . I . . . L . .. . I I . . I I � . I . I . I . . I I I uj . I L I . I I L I . . + I I . I I I . I m I I I I I , I . L I I I I I I I I I L . L . I I . I . I I 1. L �15. ALL BRANCH OR FEEDER CIRCUIT OYER-CURRENT DEVICES RATED AT 400 AMPS L I + 1 I I I.. L �_ N 04 to .1 . I I � I I L 1 . . � I I . I I I I I I I . I L . 0 1 . L . L L I . . . 0 9 W -r- 7 7 1 � I L I I I I PANEL " D 11 . I L L I . I 0 1 L . r OR HIG I HER SHALL. BE RATED FOR 100% CONTINUOUS OPERATION. I I I r m CD � C.4 r,-. -it I . r i - I � . . I I I I I GENERAL NOTES. SPECIFIC NOTES. L . ,r . r L r . r r L . 1 Tl_ 0 0 L i I . �&or I . r + L L r r r I � _j r. I _: c4 � r r r I . I . L r . r . . . . . . � I C) r I � r I . L- I. . - r . 'TS L :1201:208 r . NIAIN ., L . . . . I . I . . . I . . L I r. , . I r . . r . r I 11 rd , ; I . MOUNTING: r SURFACE DOUBLE LUG .No I VO:L � . I . . I r L r � I r . . L I . . I I + . I L . . < r , ,__ .1 I r . r . - -, r' I � I I . .. I . . , r r . r I r I. . � 1, . I I. r I I . L ,. r < : r L NEMA3R NO I 1 200%NEUTRAL NO . P L HASE 3 1 r I BUS r :?25AMP r L I r I I L L . � r . . 6. CONTRACTOR SHALL SUBMIT SWITCHBOARD SHOP DRAWINGS TO THE SERVING . I I I I � I . . L r L L r Co, L I = I., I . I r ; I r . I r I r V) L I I I .L . . � I I 11 1. WHERE PANEL IS INDICATED TO INCLUDE FEED THRU LUGS, PROVIDE FEED A. PROVIDE LOCK-ON DEVICE. . I . . UTILITY FOR APPROVALrPR'OR TO FABRICATION. NTRACTOR SHALL SECURE I L I . 0 I I . . I L r r . r , . . . r � r . FEED THRU D, . VG BUS r NO WIRE 4. AI.C,, SERIES + . + I I . r . . r . r,*i - . I I I r r . . � - I r � I r I . FOR FEEDERS TO- B. PROVIDE LOCK-rOFF DEVICE L r ,CONFIRMATION THAT THE PROPOSED SWITCHBOARD COMPLIES WITH THE POWER . I I r m 1.0 <�<1 I I � I . . I . I . . . L . . . r I . I L r r I< I uj < I � I . � I I . r . r I r ANOTHER PANEL. I I I C. PROVIDE SHUNT TRIP DEVICE r I L I r .1 COMPANY REGULATIONS. I I . I I I r I . I � - __ 1. I . I r . I . . I I . r I . I L I rL L r . . r _j . t . . . r I I I I r . r I . I . I . r . + . r I L < r . I . : L L I + r, L z I I ; � N .L . L : : C C 8 M R :K :C L r . rN 2. WHERE PANEL IS INDICATED rTO INCLUDE DOUBLE LUGS, PROVIDE A DOUBLE r D. PROVIDE GFCI TYPE DEVICE. r . I L r I I m . I � p . � I I I r I I I . I . _j �_ I L I . I L r , r . : . � r r L r r . I r . I I m I m . . . . !. A I ' I r : I r L r U r 7. BUSSING: I r , < I- , r . r . L I 0 r T 0 I [ S I K I . I K, Er I 0: T I r m r r 0 1 1 E. PROVIDE A RED CIRCUIT BREAKER. r r r . . 0 .j �_ . : � I : L G KIT AT THE TOP/BOTTOM OF THE PANELB r I .:� . q L I - . � r r . . . L I Q. � � . i ; L I . r I A. ALL BUSSING SHALL BE COPPER OR ALUMINUM IN CONSTRUCTION MAIN . . L co ( . ; . r F. PROVIDE A NEW BREAKER TO MATCH THE EXISTING IN, PANEL. I _j . . : . T LOCATION I I G WT C Sr R R R R S, C T N :G . . LOCATION T I ANOTHER PANEL. I . . r < 5 :D . . I . . . � L P1 L' Cr : I L I HORIZONTAL AND VERTICAL BUSSING SHALL BE FULL CAPACITY IN ALL r W � 1 C I i C�r� P ; I L . i i r L V ;r I I 'r PROVIDE . r . . SERIES RATING NOTE I (n W � I � E + L. . r ' : � E� 3. WHERE PANEL IS INDICATED TO INCL G. PROVIDE "HACR" TYPE CIRCUIT BREAKER FOR HVAC EQUIPMENT. I L r . . r I I r. r I I . r I M .j r . � %.# r � r I r .. , r I r , I ' r L r . Z) uj . . SWITCHBOARD SECTIONS. L I r . � r � C �r I . . r I . L � r PANELBOARDS UL LISTED AS HAVING NEUTRAL BUSSES RATED TO CARRY 200 H.L PROVIDE PHOTOCELL AND TIME CLOCK WITH RELAYS FOR EXTERIOR . L I .I r + I . I Lu L L r, I I I � r I V) 0:� � I + r . . r . . I __j + r cl:� � . S A 8 t � I � . 13: . c . S r I i ! I r B. HORIZONTAL AND VERTICAL BUSSING SHALL BE FULL LENGTH. ALL BUSSING I r . I . L ... I - L I I LL"L- I _ L I I :..V L- A L' . I—......... � R I I I LIGHTING CONTROL. . r I (D �, I .... I r L ___-i�__ , t .1....r.r r -____r_, -lll_r__ _�.�.......r...... I L I I r. ,I . �� r r , "L.11 L < L �- Z Z L . .I . - I . ��,"__ I I , ,,,r 7� 'r,_%ol,a , r .I �!""�,.,�,�� ;;i�6�, �_ Ujr, ..I I I - , � .� "�,4't"""Ll"'' ' ,r ,,"L;_ ",",r,_,,"5,�,�, �,�,,�......, �E.j�' """'-�'THEL�'I, lltt 1118t.I" � I , � " 14 ;, _� _ -��:� A,4Qg ,� I r , �r �_,,�,,��f.,�.�,.,,r'L,�7 ",.L'., -�'_,��L""� _�"i,L., L ' � ,4�,, ,o�, ,�� C,!,,�5b�,f"_�', ", AA# - I I r'7"," , ' `""�" I- - �, �i Lp� � _"."��'L g,�_r �,��A'��101 4�`� I ,A��"';A"+��,��,* , i, i�o � " TED; �,,,�::I +� , Uj r, I 1M r . . 1. r. , L�r' . - I I L 11 I I � . ,,_ . i�;�,i4a4-: �'11' ,, ' � - �,��L�L� � I L r r r� . I L rL _.L r r ,��'��. " ... I PERCENT OF. THE CURRENT CARRYING CAPACITY OF THE-PHASE BUSSING. I I � I r . , r 'zuALLHAVE A ,.,,MINIMUM' EQUAL,TO THE AVAILABLE FAULT ,�L;-I_ ,�IF N �;r ', LIS --,. L .�,,��",��, I r I i i ' I � : I � , ; I ' I '- .1 IL r? . r 1. �"L��'_�- . . r : _i r � . �_ ' I r, ,, � - lj;,� , - ��,.,:j.'�,��L��,,6C*'� - �l _,.�4 T,�, ' I - r� I � E,,r . . , .11.1 1.�, —WITHSTAND RATING— ,�SERIES_R .,Q,,,jS,,,jNDICATED..,, ,;�,B� _ ' ,T�":.r _'r � �,%!;_,. �,�,,��_4"��_, � , ..-,��;Z��l , "��, � j r .. ,�,4�_ �', , -4 � ., ,r".,, -f - - - I - .L�,,�� L*,_ - . , - ""'�' ' ''., ,,_ �A-,U L. 1`� " ,�"-,,J. PROVIDE BREAKER�,INTERLOCK L.WITH ADJACENT-BREAKER-�`��;� i, ' . � I 4TI ,THEN..,THJERIZ��,SH�ALL ,i , r � L . - "IN "BUS,`�PROMD PANELBOARM� . . , � L 4q. , 'L -11 - . -----------3 ; LL '1�1�1�. `15�7 D . L . " z �;�� Wr I I � . I , , - �, __ -� _+ � "20/r I :,'.� � �. _" 3AC!��LIGK,nNG-, TlEb ,; " . I . LESS HA14`��' . I I IT L _j M L, ,;,li,.,2, ,,,�: "I J�;�i� , . ,,, .�.,,",�,-�,�,,,, ,,,� ��m . . -I '-' , - ' I ll V I 2r': .�_ ,,,,T?ACK,L ',�,,2,'isW' �', i +� ' ll+rr��,� . 11 , �",,,��r :�I No"LL!"I ,V� .�'�2.'��""� f:,�,�",". .1 ,2 _.j ,, �� r g �L.' 'r _�, , ,201,�, 'k ,. �_ � : , I � 600 4'' '.' VHERE`��'PANEL ICA T& NCWI)t�`��(�t I r . I CURREN INDI ATED, BUT IN N CAS SHALL RA' N I I - --- . _.,�, ; I 71111111-1 -M.CKL LIGHTING r r I . I SERIES RATING :BETWEEN THE LINESIDE CIRCUIT BREAKERS AT THE SERVICE ' u- V) IRACK LIGHTING 11111111111,11 I'�,,�'f.+,�L�+.++��-,��,��"I'l.'�.'��.��.��.�,.i�3 11500 1: 201 4 20111 I "' L r T 2 'r .1 'L.....L....-. ........ i I ��_' L K. PROVIDE A 100% RATED BREAKER. I I I L r L I I . � m .__.,, �' � J......L' ........1............ I Ll -L .... ____111 lll�� WITH AN ISOLATED GROUND BUS, DRILLED AND TAPPED FOR NUMBER OF r r I I ��' -;r r T_,,�r _"w....____........ am __ -r- .11.--I .� -------- L . I r r , r 0 m I r ' _ -, - - 1!50or : : I i � " I I , I TRACK LIGHTING. I ' I I r L . . . 65,000 AMPS, SYMMETRICAL. L r I � . I I . r ENTRANCE EQUIPMENT DISTRIBUTION SECTION AND DOWNSTREAM CIRCUIT W _j _j �_ =) X Z rv, - . :; I 20/1 I 5 .. 6 2011 . 600 L r . + I I I -0 : : r , �_ -I .- r � I L I r , I 11 , I �__ �_ I � 3:: 1 'TRACK LIGHTlING 11 ++��',�l+,��;,--"","��;�,�."�+".�,L�ll-��,,�"-�,�'.1��'+,,�,,��+,��'�"� ----LL--LL----------� - � - I L ISOLATED GROUND CONDUCTORS SHOWN, AS WELL AS FOR ALL�SPARES AND . r I I 0� <r < r - r.. mgmg7 . _. . - r . L r r I . . I . I L L r . S: r I L I = �- �- � UVJ) M a- U) ,, ,� ! i q �: I CL � 1_: . TRACK LIGHlING I 1500 -1011011 : �r 1 r 120/11 7 �4 8 20/1 i 1 600 �lg TMCKLIGHTING I L I � . I r, . I . I LATED AVAILABLE FAULT I . �_ �_. � - , a . � I I L r CD - 5; W 5; ' L " 1�0' .: ,� I , I � SPACES SHOWN ON THE PANELBOARD. . . . r r L r . I�-r__---.-- � ,_r__:______T.._r._.__ """ -_I___ ; L . r r I I . . r . r . . I . . � r r L I ry r r : 0.L . :2 M Z) 0 W t . SUBMITTED BY THE UTILITY POWER COMPANY INCLUDING MOTOR . r I 1. i ' : 1 7 , 1. r I I , . . ; -�_-4---------,- lQr 20/1 r Tl . 8. GROUND FAULT RELAY SETTING cn of 0 i L, ""_ � , . z I .. L . Uj I . n p- i � L � ,� 1 50or � : � jr 2011 1 9 0 1 600 ,,: NG I L I r I-td- TRACK LIGHTING r , : L : , � CK LIGH 5. WHERE PANEL CIRCUIT BREAKER RATING IS SHOWN AS SERIES RATED, PROVIDE TO MINIMIZE NUISANCE TRIPPING OF THE MAIN:AND FEEDER BREAKER, THE L co M V) L ui I r L � I � , := TRA I L : I I � LL ' J.- . - I . . . r >_ -7. 0 Cy- 0 Q� r �.L�.., I :i . I - : . �..,, - � . . � I I . I , ' L . � . I : �:.� ;,� . CIRCUIT BREAKERS IN PANELBOARD WHICH ARE SERIES RATED WI TH THE r . . I r I I r I � I . - ::. � : :r � 'CK LIG"NG i I . r , ' �; . 1. rl, I t TR r . . �,*i,l,'l,'l�'l,,�"rr . I ' .. I ....I. . . r - - � > TRACK LIGH`171ING r I - _�" . - ON) AT THE LINESIDE OF THE CIRCUIT BREAKERS. I I 111110"'� 1500 I 1�20/1 1 1 :12' 20/1 . I , r 1 11111,11111,11"g$' ..'r..... I ...... �L A 11 _f_j ��L � I ..... L L' �__..........Ow i�i ... l- L�......L I L6W]L'' - I I I . I r . . .r r � . 0 � . 1: � r- - . � � 1:p�p�� I.. I r I . r I I I r I r . . . I r I I r z :z 0 Z 0 :z i 0) " r 7 1 1 13 i4 ' ' I ..�� I . THE GFP DEVICES TO BE HIGHER THAN ALL DOWNSTREAM GFP AND NON-GFP � I I . r 0 0 COFFEE r [...15M._".�*��!��,�-��,�'-,�,��,'�,�-�,,-,,_,�-��,r�-,,-��-;,,�,,�,,*��r "1117 : . I I I 1 201 6-- 600 1 TRACK LIGHTING , I UPSTREAM SYSTEM FOR THE AVAILABLE FAULT CURRENT. THE PANELBOARD I r . . I r >_ >_ < =� U-1 =:� U-1 I . .- , , I I 4 20./I ,',, I ,- I�� i � � r . I r � I .r I r I �_ Lu I I I . r . - r.-,- . � -----------_.___,__ �.,_._� ,. r � 1 2. EQUIPMENT WITH SERIES RATING APPLIED WILL BE FIELD MARKED "CAUTION r 0 �_ :D Zj ,Z) =j . ..... ; � I I I � .DEVICES. THE GROUND FAULT CURRENT P'CK-UP ANDrTIME DELAY SETTINGS r I - __j ! ,4., . . I I p � : ; , I . I ;.. . . SHALL BE MARKED WITH THE SERIES CONNECTED RATINGS, AS WELLAS ALL I . � i r m TRACK LIGHTING � 1500: 1�20/1 1 15 --1 o.- ..o"I I � 600 . IT?ACK LIGHTING I r . . r . - -1 . r I 1. . m - � ___..,_____. _...........�".,...�....... '1_1� � ! -______ Em. I � __ � I I I . I . I I r r � r I . I I . r I I -r r.......__...... , r . - I r . � r � . I � , � , " " � k�.j �18 ,�' � . I I < � . I-,, 7 : , I�N I I I . r I SERIES RATED SYSTEM <INDICATED ON SINGLE LINE>AIC AVAILABLE. . . 0 "�,'��,?,�' ;: .. r �,�:� � -83(C). I . 1 $ . . � � . � - � r � I , r . I I . � . - �� ,-1" 5 I 13120111, 17 L -4 R".", :::::%.I�..'..., - . MARKING AS REQUIRED BY THE NEC, 240 . .SHALL BE ADJUSTED, PER THE MANUFACTURERS RECOMMENDATIONS r L�,:��,��..'��,��ll.��rl.�.�?,� �',��-,��.'�-,�'�,�",".fl�.,�� r . L_ .NURSERYAUTO DOORS ll . 1� 00 r - I 1�Ill . I . I l.".".,.,.,"l.l I . I 20/1 1 1 '. - 60or TRACK LIGHTING . I I 11 *1 I * I I . r . I . TIFIED REPLACEMENT COMPONENT REQUIRED.". r >_ . I r ,l.,.i,,�. :,l,l,.r IN ,. i I...1�1�...... .1p, � I . f ... r r . TU.RER PREPARED COORDINATION ... ... ....M.� r . 0 � _71 ' , : .11 �_ . I I r � IDEN i . ...... : ; 1, : . 6. WHERE PANEL IS INDICATED AS RECESSED OR FLUSH MOUNTED, PROVIDE . . �_ . - . D,J NURSERY FOUNTAINS I 720 , I I�,'.,, �� q 41 19 t --� 20. 20/1 . r 1 600 TRACK LIGHTING , r . r . I I r I I I . .4 %*j � I C" : I . I , I .- _ ir 11, � 120111 11 . _1 __ . I . r . ..............�. 11-_----,._ . r � I N cq 04 04 04 � k .... .....� �--- ................offiam - , . . . r ,; . ........��_�,,�..._"_�_ --------,Tr - I� I , SPARE CONDUITS STUBBED UP INTO THE ACCESSIBLE CEILING SPACE. I I .1 I STUDY - WHICH SHALL BE DOCUMENTED IN THE SHOP DRAWING SUBMITTAL. I .. , r .r I . r I = W -7 17 'I": T_ ,- T- ,W7 -V-- , I S i.�,.,..... , ", I� 41 12011-1 21 ' 0-� 22: 1 ' 600 TRACK LIGIMNG... . r I I I I � W , � . .,�, , � , �, ..�,�� 1_ �,��_,"��_ ��,, _�,.�,� �__ - , , 7�br I.� . , �__?�,�_. . r I r --: to (6 �,�,��,� . 20111 � .1 I -: C6 r � , �, , _",�, " r D.,J .NIURSERY FOUNTAIN r� �',�� . ------------- , r I r I r, to Lo r I � - � � I � r - ------r- � I ."'""", '.. I _.i ; . �- � - CONDUIT ONLY FOR EACH THREE (3) SPARES OR I . r . b. DURING THE CONSTRUCTION PHASE OF THE PROJECT, ALL GROUND FAULT - r . � ., I -," M .. : _______,__-______,__'r_-_ �i m PROVIDE ONE (1) 3/4 . . � . N N . : . r4 .. I . . - - .7 0� . . I "', , � _:_�l I D,jr NURSERY FOUNTAINS,111,1 72.0 . : . --411-- �;!4. 2011 � r �-Smll I .-,. r I . r . . 0 , -� ' �% " �- .��-." , - � --*� --, �g �--�?-?� ...., "��-& t 11, I.I., r I r f I No= . 20/1 1 23 � I. I g*,.N.g�eg;l"�!'. 600 TRACK LIGHTING . r . I . . , . � CL -, :� . : � 1. ) . I r I f: �_,.�.......-,,,--,,�.�o,.,.,.,..-..,�'.',�,�,.'., i r*,-1 , r SPACES, MINIMUM OF TWO (2). EACH CONDUIT SHALL BE TAGGED, CAPPED r � I I � I r 0 4 rL6 to Co r-, c6 c6 a) . . ; , . RELAYS SHALL BE SET AT THE SHORTEST AVAILABLE TIME DELAY. . m r r I r � I I- . ; : to ,-i �� . I r . � . � . . � r I I -q- i . .11 i ! : ' ��2011 1 .25 ��4 1 0/1,I ; .__ . r I r I 1. I I r . . r � r I I . r . . a_ C) 0 0 C) C 0 (D � r -1 - � -ME CONTRACTOR SHALL HAVE , . . I CL NURSERY CASH REG.[7f2o I Mmi M�. : . 2 f - 26 2 : I 0 KlIGHTING r I � - _ � I I I I � =3 -__ ; , , . . - .1 . I URE USE. � r . � I c. AFTER ,ALL SETTINGS HAVE BEEN ADJUSTED, . � r ! r I ' ; -,-- ,--' r . r r . 1 . r, . .r r 1 � . I I . r r r I . .. I I . I W I � i I � : r 11, 600 I �. . I � . I . : I V) i MICROWAVE I foo ; 111 r j I �20/1 i . � i ; , 27 �- : TRACK LIGHMNG . 7 1 1 �.�� .-r �11.,M'.'-�'�',�'�,. ......." ; � --4- 1 *7*��,�ll,��,�--l��,-��,��'�.""'��' _"��,__ I . THEr GROUND FAULT SYSTEM TESTED BY AN INDEPENDENT TESTING AGENCY . � � ftro�o_---0---�,or�.......�.... � mm Am.,%R; ',- � � __.�,.-28. ,�,201 1.*1' 11-1111-1,111 7. .COORDINATE WITH APPLICABLE TRADE TO INSURE , r I � ,._�_ . -_�__..r_ �. � , . ., : �_ : _0 m" .; -11 I � r ; . . . r I . . . . I . I I " "- 'r�' I � " . I 11 � L_ J GARB.DISPOSAL � f, ,�,��,�,��-1"71��-11.�',�-7"��,,��ll.��-' ID � .29 � .II -11... -r . ..'r.. . : . I I : , C) .r � . I -- ,�,��.?��,�,,�.?,��.��,"�.��,�"�:" ' I50 I I �.' 'r r.. ...I...r......1 20/1-1 L. � , . . "I .. I I . I r I . . r . * I I I I . �11"..r. "..."I'll .. .. I I I I . � . I r I I � r I ;. __ .........-, _ I ,�, ..--:.I �.�... . I I � ...r., . r � . I I . � r I I I I . . . r .I ui . I � ...... � , 1 2011 r j ,_.r ��,w,�r�.? , I r r . 11 . . I . . r I . .� I - I �. . . . . . % . -OR�' �'7*07` . ---+� 32 . I 600 SEMI, 'TRAC 8. ALL CIRCUIT BREAKERS USED AS.SWITCHES SHALL BE UL LISTED AND. LABELED � r r . THE LOCAL AUTHDRITY HAVING JURISDICTION AND THE TEST RE3ULTS SHALL r I . - -'"',��l I I I � , Iffil ', i � -c- ,_1111111. I I � / I I .. . r I - � ".1 6....,..."�,,�il I j! 1201 3 � I I . � J COFFEE I lr2OO 1111,1111 .l..l'..",l.l..l'...?,i I I � � .�.�.�,.��.".......,.,�� . I, I I r I.,�I I,, I Em ,11,I 11� I ' u . � I - . I . I r I . r, r 1�:�� . - , I . . I � r I I REFERENCE ONLY . � < I � I . r I � � I I I I � _1 a 0111 I . .r. "SWD" FOR. SWITCHING DUTY. I . . I . � . r . . r . � r ,� r r I . I.. . BEr.DELIVERED TO THE ENGINEER OF RECORD. .I r � r r . I . r . 1 . � � � I 1, . r r r - : 4 2011 � 1111 TRACK LIGHTING . . I . r r � � . . � 41- -v , " Jr COPIER. F ,r 1 1 :"lll 00 � , 1 L r r . � r � . 1 � PM: r I � ,,� I 0 1 - 1 600 a r r I I . .. ' I . � . � V) .1�111_ . I . I r � I . I N:: 1 +�4 r r r I . .I I I 1� � :36� 20/,+I, 1 r � I � I - NOT APPROVED WITH THIS PE .... . . . C+4 ��'. 11 0 � MACKLIGHTINGr� I I r - I I � �,� ". .r 1.� . I i . � . . I", . r I I r . I .1 I � r . " � -1.1 -1 :1 1 � �, . I r . I., I � � I".� 'r A. CATALDO,, , ,,� r' �""� I I . ' '. : .- � %v i 11.11 .. ' �2011 ,� - . I :: I � � .. r . I ,r 9 ALL CIRCUrIT.BREAKERS USED TO SERVE MECHANICAL OR. HEATING r EQUIPMENT . . r � I I. r - .. : ., r . � r "I . � , I %. , r + +r r r.�, . I I I- � . !�J z - PAII ':� ,;, i : : , , . . I r r� .�_ ii 1, 35 i- -4 , I � 1 r r . � .r, . 4 �, � � I 1. . I . I I . . I r I . - . i I I r I -:I � . -r I + I I . I � I I I r ., �.� �_ r i " r . . r . I � I ..- I'r � . I I I . I I r r y . �. : !:, . I 11_____ I—— V-0" , __" I I -r � r I I . . . � .� I I I . . I I I .,r . r . r I I 11 r 0 1 1 1 1 + � I . . + r j Lo I I z e f-�> EF-1 2 1 1!500 �......: �,+"lllllffi I � . " . FL I � SHALL BE UL LISTED AND LABELED "HACR" FOR USE WITHr THESE LOADS . � I r . r . DRY TYPE TRANSFORMERS: . r. r r . I . . � I I �_r 11 �l ,�,��'��,��,,��,?��,�r.""",�+�'.11 -- 138 . I UOR.-LIGHTING r . I I . I I I�..l.,l�ll". NMI 11 on I p I . r . r 1�11 I Ill I - IF , 37 H 29111 1200 r I . CD 11 I ? , � I �N;IN . r � . I . . + . r r � am �- ___ I------I ___rjr,Ij_ �_ - I � . r .1 I r . . r A. DRY TYPE TRANSFORMERS OVER 112-1/2KVA SHALL. HAVE A MINIMUM r . � r . Ir � %,,'>I r I u � I < DRAWN BY: - . r . .r � r . I I . � I r r . I r I . . . I I I I r . I � . . . I r r ,� r 0 ,r I 1�� - . I I . . I r / - I p � E�...��A I 0 .. I , ___-11. � , 1200 FLU . WHERE REQUIRED. . I . .. r ' � ,� � " _ � - � r 1. I . r . : __��2011-j r 39 -1 m/l _ OR. LIGHTING r I I � r . . I --- __ �" � �'jg�.,' 4q;%- I I " _ B Typ r TION RATING SYSTEM r . U- . I I r 'W4�a�", ' ' � r � CLASS 155. INSULA . - . - �1� - . ' ' . . 11 I I � � . I r . . . 1 � I . - . r - r . � � r "I, . I v-1 I ............. I COL. POWER 'I =. .r2 1,+ 12011 11 .41 . 42:1-20/1 *1 ! i I Til 1200� FLUOR. LIGHT11NG � 10. ALL CIRCUIT BREAKERS SHALL BE OLT-ON E* . r . . I . . . .r%_ I . .. p: _" u 11 I � I L, ___L , � ...,� '360 1 14............I - r I . I � . I . r t co I 11. PROVIDE SHOP DRAWING SUBMITTAL PER THE ELECTRICAL SPECIFICATION r r 9- B. ALL DRY TYPE TRANSFORMERS 'HALL BE COMPLETELY E -r- uj JOB NO.: SNR12-0011-00 r r . r . . � � - I -0 I r r A�_ 13920 r . . . r B= 12680 C-f 12880 r . . . . . � I r � . r . . r . . I r r . I . r � r I I . + . . o- r � ; 0 . . - __ r SUBMITTAL REQUIREMENTS FOR EACH PANEL DEPICTING CONFORMANCE WITH r ,� � I I FOR VEN11LLATED OPENINGS. r rr I . I I � r ! I r __ ,=r . . . r - I . V) �r r .) I W/LCL A= 15120 WILCL B 13880 W/LCL C= 1408or . I � r � I r � I r . .1 I , � I r I . r . I r ,r � r � I � I .1 r I I � + . I + . ! . I I I r THE ABOVE NOTES AND SCHEDULES. . . � , r I . I . I r r I 0 L� . r 0 1 r . . I 11 . r I I 111. lb rz: r , . I � � " r �p ,�,r I r N '_______r6fAL VA= 39480 W/LCL-- 43080 W/LCL AMPS= 120 1 TOTAL LCL- 14400 X.25= 3600 1 1 . I I I r r 1) . _ � r r Ir- ,. 12. MULTI-WIRE .BRANCH CIRCUITS SHALL BEr PROVIDED WITH A MEANS THAT WILL r I � ' . rSHEE7 , I 0 r HIGH PHASE VA= 13920 W/LCL*-* 15120 HIGH PH WILCL AMPS.= 126' . 1. HIGH P . - 1200 . I I I r r r I r . 1 . . . I r r . . r . � � I � � . I I . I . .� I . .r � �.. I ,�\ 7.6 7.V f<' <r I r � r I I . I � HASE,LCL. 4800 X: 25:r SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT r I r r I � N --- . r I r I . � . I r . . I I I I . . . . I v .� 1-11 . r r . . I . - . r r . r . � . � r r . � . .. + r r V) � I . � - + � . WHERE THE BRANCH CIRCUITS ORIGINATE PER CEC 210.4(B). PROVIDE CIRCUIT . I r I I I � . N D Ir (f) . I r r I . r r r r . r r I r r r . I . + � r � I r .r � I . + . 11 r r . . I I . I I . . r . 0 1 . I r, . I ; . . r . I I r r I r I I z i -0 . I I I r I r I � . . I r I r , r � � Ir I r . r I r . . I r I . I I . I I I r I . � I Ir I r r .. I r r . . � - 0 . � . . � r . r BREAKER INTERLOCKS AS REQUIRED. � . I . . . . . I . . � . I I . I . r 3: r . -,- . I r . . I I r I r <r . � � .) � r I . I I . I . I � r � I . + I I . � � I . r � I I I . � . I I . r . r . . I r I . r r . I � r . I I I . I I I . . � . I I r I . � . . . I � r I I . . r I r . Renews: June.30 ; ry � . L' I I (D I r . I . r r . I I + I . . . . . � r . � . . r . . . r . I. I . r. �.. � r - . . I � � l I+ _t:�_ . f"ll I I . . r r r . r r r . I I r . 11 I I r � . . � I I . � I r-1 I . . . r I. . I . I . r . . r + . , , r r I I .1 . I r Ir . 0 r I I I I . . r I r r . r � . I . . . I r � I . I r I . r I uj I I . I . . I I . � > r r I � . r . . r . � r � I r I � . I I I . r I . .. . I I I . I � � r r r . . r .. � 0 , I r +I I � . � r.r� � � . r r � . � . I I � I � .1 r � . I � 1. I � � I uj Ir 11 . Ir . . - L � r I � I I . I :r . . r r. I I . I . I I ''I I . . . . r ''. I � r I r . r . r . I , r .11 r '' . I r � r . . I I � I r I I r � Mr 11 . . rr r . . . �l 11 + .1 .. r r . r r . ,-r r . - - �- . . � I . � . I . . �__ . � . . F , I I I I I i I I , , , � I ! 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