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HomeMy WebLinkAbout10147435.pdfA AT A/C AIR CONDITION ADJ. ADJACENT, ADJUSTABLE A.F.F. ABOVE FINISH FLOOR A.H.U. AIR HANDLING UNIT ALUM. ALUMINUM APPROX. APPROXIMATE ARCH. ARCHITECT ARCHITECTURE, ARCHITECTURAL ATTN. ATTENTION C CAB. CABINET G.L. CENTER LINE GLG. CEILING CLR. CLEAR G.M.U. CONCRETE MASONRY COL. COLUMN GONG. CONCRETE CONT. CONTINUOUS CPT. CARPET Q OBL. DOUBLE DEPT. DEPARTMENT OF.r DRINKIING FOUNTAIN P1AG, DIAGONAL DIM. DIMENSION ON. DOWN DOOR UDR. I'VG. ORAWING DAR. ORAAER E EA. EACH ELEC. ELECTRIC, ELECTRICAL ELEV. EQUAL7ION EQUIP. EQUIPMENT T EXIST. EXISTING F FAD. FABRICATE F.F. FINISH FLOOR FIN. FINISH FIXT. FIXTURE F.O.F. FACE OF FURRING F.O.C. FACE OF COLUMN OR. CONCRETE FTC. FOOTING FUR. FURRING G GA. GAUGE G.G. GENERAL CONTRACTOR GYP. BRO. GYPSUM BOARD t'1 H.B. HOSE BIB H.M. HOHEIGHTLLOAMETAL HVAC HEATING, VENTILATION, AIR CONDITION H.A. HOT HATER INSUL. 1 INSULATION IN5TL. INSTALL d J.B. JUNCTION BOX JST. MST K KIT, KITCHEN L LAM. LAMINATE, LAMINATED (PLASTIC) LAY. LAVATORY LB(S). POUNO(5) m MACH. MACHINE MAINT. MAINTENANCE MAX, MAXIMUM MECH. MECHANICAL MED. MEDIUM T. METAL MFG. MANUFACTURING MFR. MANUFACTURER MID. MIDDLE MIN. MINIMUM MISC. MISGELLANEOU5 MTD: MOUNTED, L.MTO IMULLITONG N N.A. NOT APPLICABLE N.F.P,A. NATIONAL FIRE PROTECTION A550CIATION N.I.G. NOT IN CONTRACT NO, NUMBER NAIC. N015E REDUCTION COEFFICIENT N.T.5. NOT TO 50ALE 0 O.G. ON CENTER OPN67. OPENING ofplv OPPOSITE P P.G.F. POUNDS PER CUBIC FOOT P.LAM. PLASTIC LAMINATE PLAS. PLASTER PNL. PANEL PROD. PROJECT, PROJECTION P.S.I. POUNDS PER SQUARE INCH Q QTY. QUANTITY R R. RISER, RADIUS R.D. ROOF DRAIN REF. REFERENCE REFRIG. REFRIGERATION OR REFRIGERATED REG. REGISTER READ. REQUIRED . REV. REV15ION RFC. ROOFING RM. ROOM R.O. ROUGH OPENING S 5ERV. SERVICE SHHR. SHOHER SIM. SIMILAR SPEC. SPECIFICATIONS SQ. SQUARE ST. STREET 5.T.G. BOUND TRANSMISSION CLA55 5TD. STANDARD STL. STEEL STOR. STORAGE SUSP. SUSPENDED T TEL. TEENONE TEMP. TEMPERATI E, TEMPERED TYP. TYPICAL U U.B.G. UNIFORM BUILDING CODS U.L. UNDERHRITERS LABORATORY U.O.N. UNLE55 OTHERA15E NOTED V VCT VINYL COMPOSITION TILE VS�. V5T1� VENT. VENTILATION W W/ H1TH H.G. RATER CL05ET H.H. RATER HEATER CLIENT ° mm 1951 CARNEGit AVENUE SANTA ANA, CA 927051 1 SI-EET INDEX ° }fq : . Jr ed. pe %'^ a�cz- N F�— , s rt 1 C , 11 p9Ll bPO70 AMP PROJECT TITLE: TENANT IMPROVEMENT OF EXISTING BUILDING (HIGH PILE STORAGE) DRAWING SYMBOLS: NON BEARING STEEL STUDS SCHEDULE: PROJECT DATA: JOB ADDRESS: 14151 CARNEGIE AVENUE SUBJECT OF DETAIL ALL STEEL STUDS SHALL BE GEMCO OR APPROVED EQUAL SANTA ANA, GA 412105 DETAIL NUMBER (I.C.B.O. # 3403-P) PER SCHEDULE SELOA: DEFLECTION L/120 TENANT: AVAIL 1151 CARNEGIE AVENUE FURRING PARTITION AT EXTERIOR HALLS: 5 5/6" STUDS 0 16" O.C. SANTA ANA, GA 42705 SCALE O.C. (VERIFY INSULATION TYPE TO BE U5EO @ THESE HALLS, FURRING CHANNEL OR M05 BUILDING OWNER: KILROY REALTY, L.P. PARTITIONS: 2 1/2"x25 GA. 5TUO5 (2500525) AT 12" O.C. MAX. HT. = I5'-4" 2250 E. IMPERIAL HIGHWAY, SUITE 1200 A& BUILDING ELEVATION PARTITIONS: 2 1/2"X25 GA. STUDS (2500525) AT 16" O.C. MAX. HT. = 12`-1" EL SEGUNDO, CA e10245 PARTITIONS: 2 1/2"X25 GA. STUDS (2500525) AT 24" O.C. MAX. HT. = 10'-4" DE ANALYSIS BUILDING SECTION PARTITIONS: 5 5/6"X25 GA. STUDS (5620520) AT 12" O.C. MAX. HT. = CODE: 2001 CALIFORNIA BUILDING CODE PARTITIONS: 5 5/6"X25 GA. STUDS (5620520) AT 16" O.G. MAX. HT. = IV-7- 2001 CALIFORNIA PLUMBING CODE 12IMEN51ON TO FACE PARTITIONS: 5 5/6"X25 GA. 5TUO5 (5620520) AT 24"O.C. MAX. HT. = 121-41" 2001 CALIFORNIA MECHANICAL CODE 2001 CALIFORNIA ELECTRICAL CODE PARTITIONS: 6"X20 GA. STUDS (6000520) AT 12" O.G. MAX. HT. = 33'-3„ 2001 CALIFORNIA ENERGY EFFICIENCY STANDARDS FOR. ------- DIMENSION TO 015NTER LINE PARTITIONS: 6"X20 GA. 5TU05 (6000520) AT 16" O.G. MAX. HT. = 50`4' NON-RESIDENTIAL AS ADOPTtD BY THE CITY COPE PARTITIONS: 6"X20 GA. 5TUD5 (6000520) AT 24" O.G. MAX. HT. = 261-511 BUILDING OCCUPANCY GROUP: DETAIL NUMBER PARTITIONS: 6"XI6 GA. 5TUD5 AT 12" O.C. (AS SPECIFICALLY GALLED S-1 WAREHOUSE SHEET NUMBER ON PLAN 8 VETAIi.5). B OFFICEF i TESTING LAB (� �l CONSTRUCTION TYPE: III.IHIL L .J LARGE SCALE DETAIL REFERENCE NOTE: FULLY FIRE SPRINKL.EREI3 1. ALL STUD HEIGHTS 5HOHN ASSUME FLEXIBLE CONTINUOUS EDGE SUPPORT ON BOTH SEE DWG. A, 2 FOR AREA ANALYSIS AND PARKING ANAYSIS SIDES OF THE WALL. (ORYAALL} {'� /^ 0— SHEET NUMBER 2. HHERE WALL COVERING DOES NOT OCCUR BRACING 15 REQUIRED AT 4'�-0" O.C. PROJECT DESCRIPTION: ----- ELEVATION NUMBER 3• G.C. TO SELECT THE PARTITION 57UPS REQ. FOR TH15 JOB FROM SCHEDULE ABOVE 4 HIGH PILE STORAGE IMPROVEMENT OF EXISTING BUILDING. NOTIFY THE ARCHITECT. (STUD 51ZE TO REMAIN CONSISTENT @ EVERY MAJOR AREA & CONTINUO5 HALLS), ELEVATION DETAIL NUMBER SHEET NUMBER DETAIL REFERENCE SHEET NUMBER DOOR NUMBER WINDOH NUMBER E� ROOM/AREA NUMBER F1 FLOOR PLAN NOTES Ut UTILITY PLAN NOTES e1 REFLECTED CEILING PLAN NOTES Ri REST ROOM NOTES ---- REVISION NUMBER J ASSUMED TOTAL LOAD (10 P.S.F) L/240 BY CEMCO STEEL SECTIONS. SECTION SPACING MAX SPAN 5620520 AT 12" O.G. 11 f-6'1 3620620 AT 16" O.G. IOf-6" 3620520 AT 24" O.G. T-2" 600D520 AT 12" O.C. 1.71-511 600OS20 AT 16" O.C. 151-611 6000520 AT 24" O.C. 13'-6" 6005520 AT 12" O.G. 11,4" 6005520 AT 16" O.C. 151-111` 60055520 AT 24" O.G. 15'-111, 84OSS20 AT 12" O.C. 221-211 6005520 AT 16" O.C. 201-6f1 6005520 AT 24" O.G. NOTE: THE ABOVE 15 FOR SIMPLE 510AN5 ONLY. THE CONTRACTOR SHALL SUBMIT SPAN TABLES OF ANY OTHER MFR . OTHER THAN GEMGO. 05 = DRYWALL STUDS, 55 = SPECIAL STUDS AR,H1 I M. kJKAL A-1 BUILDING INFORMATION COVER 5HEET A-2 SITE PLAN A-5 FLOOR PLAN d DETAILS STRUCTURAL : . 5-1 GENERAL NOTES 5-2 ROOF FRAMING PLAN 501 STRUCTURAL DETAILS fit:xy VArm- t 0�� 1 Pi A - �W 4- VICINITY SANTA ANA 6m� a �, 4 2,01 1VCiRTN F } dab ilia • =E3 ' .. 4 � MAYM ..CADD MR AVAIL-A-1 BUILDING• " +► COVER SHEET A-1 E:\Avail\High Pile Storage\AVAIE__A-1.dwg, 12/09/04 01:54:01 PM, Peter, HP DesignJet 750C Plus (E / AO), 1:96 r dd fi ft f fF Ig51 CARNEGIE AVE. SANTA_ ANA, CA. AR.�A ANALYSIS 1, TYPE 111-114R, CONSTRUCTION 2. &000 S.F. (BASIC ALLOW: AREA PER TABLE 55) S. 36,000 S.F. (X 2 FOR WTL1-STORY INCREASE) 4. W= 5,F.: (X 1,6515 51VE YARDS, 5 510E5) (3 YARDS 25.5 MIN. X 2.5% = 63.15% INCREASE) 5. 117g00 S.F.: X 2 FIRESPRINKLER5 = ALLQY4A5LE AREA 6, J5g74f S.F.: ACTUAL AREA. a 5 OCCUP. (OFFICE) 12, 52 S.F. 17. 5 1 OCGUP. (WAREHOUSE 7b 75 5.F, c. F-I TESTING LAWS 1.454 S.F. d. PERC—IMAG OF OFFICE = 1g bOb/q5,g'7g = 20.491� PARKING ANALYSIS: 7. REQ'D PARKING. g5,g7g S.F. 1000 = 116 SPACES (50% OFFICE ALREADY FIGURED INTO 1/1000 WAREHOUSE REQ'MT) D. ACTUAL PARKING SHOWN: 16g SPACES, (b ACCESSIBLE, 1 VAN ACCESSIBLE) 52 COMPACT, 110 STD. 5T F A. OFFICE (5) 12,152 S.F. B. WAREHOUSE (92) 16,115 S.F. 2ND_.�FLOOR A. OFFICE (5) 1,454 S.F. <PNOTES F ALL BUILDING ENTRANCE5 THAT ARE ACCESSIBLE TO AND USABLE BY PERSONS WITH 01SA131LITIM 5HALL BE IDENTIFIED WITH AT LEAST ONE T N A AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, TO BE V151BLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS GBG =TION I1275.5. PLACE STICKER OF STANDARD SIGN ON DOOR. PLACE 516N ON IN51DE OF DOOR STATING: "NOT AN EXIT (FIRE OEPT ACCESS ONLY). - DOUBLE CYLINDER LOCK ON DOOR, NO LEVER OR TRIM INSIDE OR OUTSIDE. 1. FIRE DEPARTMENT FINAL INSPECTION REQUIRED. SCHEDULE ALL INACTIONS 72 HOURS IN ADVANCE BY CALLING (114) 64-1.5100. 2. PROVIDE BLUE REFLECTIVE HYDRANT MARKERS IN CONFORMANCE WITH CITY OF SANTA ANA FIRE DEPARTMENT .STANDARDS. 5. ACCESS LANE TO BE POSTED "NO STOPPING FIRE DEPARTMENT ACCESS LANE CVC 22500.1" AND RED CURBED. 4. PROVIDE 2A IOBC MINIMUM RATED FIRE EXTINGUISHER TO BE LOCATED ON EACH LEVEL WITHIN 75 FEET OF TRAVEL DISTANCE FROM ALL AREAS. TRAVEL DISTANCE 15 3O FEET IN AREAS HAVING FLAMMABLE LIQUIDS. 5. FIRE SPRINKLER SYSTEMS) PER N.F.P.A. STANDARD 13 SHALL BE PROVIDED, REASON FIRE SPRINKLERS REQUIRED T-1: 6. FIRE SPRINKLER 5Y5TEMS WITH 100 OR MORE HEADS REQUIRE 24-HOUR SUPERVISION. THIS INCLUDES WATER FLOW AND TAMPER SWITCHES ON ALL CONTROL VALVES, I.E., DOUBLE BAGKFLOW, PIV, FLOOR CONTROL, ISOLATION VALVES, ETC. 7. PLANS FOR THE FOLLOWING SYSTEMS SHALL BE 5U5MITTE17 (THREE COPIES) TO THE BUILDING DEPARTMENT FOR FIRE DEPARTMENT APPROVAL PRIOR TO INSTALLATION. FIRE SPRINKLERS 8 HIGH PILED RACK STORAGE. 6. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. PROVIDE SELF -RELEASING LOCKING DEVICES ON EXIT DOORS. g. "EXIT" SIGNS SHALL BE IN BLOCK LETTERS, A MINIMUM OF SIX (b) INCHES HIGH W1TH A STROKE OF NOT LESS THAN 5/4 INCH, LUMINANCE OF FACE OF SIGN SHALL BE 50 LUX. 10. "EXIT" 516N5 SHALL SE ELECTRICALLY ILLUMINATED AND ENERGIZED FROM SEPARATE CIRCUITS. SHOW ON ELECTRICAL PLAN(5) ONE OF THE ABOVE CIRCUIT5 SHALL BE PART OF THE EMERGENCY LIGHTING SYSTEM. II. EXIT SIGNS SHELL BE PROVIDED IN ACCORDANCE WITH CURRENT EDITIONS OF C.B.C. AND G.F.G. SHOW LOCATION ON FLOOR OR REFLECTED CEILING PLAN(S), 12. STORAGE, DISFENSING, OR USE OF ANY FLAMMABLE OR COMBUSTIBLE 1,10JA 5, FLAMMABLE GASES, AND HAZARDOUS CHEMICALS SHALL COMPLY WITH UNIFORM FIRE CODE REQUIREMENTS. 15. HILE-PILED COMBUSTIBLE STOCK, (COMBUSTIBLE MATERIALS IN CLOSELY PACKED PILES MORE THAN 12 FEET IN HEIGHT OR ON PALLETS IN RACKS MORE THAN 12 FEET HIGH, RUBBER TIRE5, PLASTICS, AND SOME FLAMMABLE LIQUIDS MORE THAN SIX FEET IN HEIGHT SHALL COMPLY WITH CALIFORNIA FIRE CODE AND N.F.P.A. REGULATIONS. 14, SMOKE REMOVAL SHALL BE PROVIDED FROM HIGH PILE STOCK AREAS IN CONFORMANCE WITH G.F.G., ARTICLE al. 15. A GLASS if STANDPIPE SYSTEM SHALL BE PROVIDED FROM HIGH -PILE STOCK AREAS IN CONFORMANCE WITH C.FG., ARTICLE 61. 16. KNOX LOCKING HARDWARE SHALL BE PROVIDED NEAR FRONT DOOR 2 SETS OF KEYS. (FIELD VERIFY) 17. SHOW EXISTING FIRE HYDRANT AND FIRE LANES LOCATIONS. 16. PROVIDE SMOKE/MEAT VENTS FUSIBLE LINK TEMPERATURES. I• In'7Gad' 1AAf)nl IN III r7l" 131tint AA full) t 0 Uj IWU ZNLn 0 Uj (0 Ln .• i I� • Ln .w fn 4 # i 1 ����IIIIII���illl{ • 1{fi�i�i�Illlll< • i i ,r � t-a"n f e' •� ,,.r a f� Fan i i i -e d 1 I k r •� �.� .. . PAWElm • r ��� mm om MEN MAIN WINE m�����, MAIN NINE mm i DAM I, :CA�,t i IN NM AM .. EXISTING SITE PLAN A-2 E:\Avail\Nigh Pile Storage\AVAIL—SITE—A-2.dwg, 01 /12/05 09:12:47 AM, Peter, HP DesignJet 750C Plus (E / AO), 1:1 im poln EXISTING SKYLIGHT REPLACE SKYLIGHT WITH SMOKE VENT EXISTING SMOKE VENT �><I NEW SMOKE VENT BLN;?rvLAR 4 MC44 V41NO RESISTANT ACRYLIC, DOME LATCH BRACKET UL LISTED FUSIBLE LINK WITH 3600 TEMP. RATING TRISTAR SECURITY BAN* DOOR LEGEND FEXISTING DOOR, TO REMAIN r---11 NEW POOR, SEE DETAIL 1, T1415 SHEET. ALL EXTERIOR THRESHOLD5 TO BE PER 2/A5 ALL DOORS TO BE 5'-0" x 1'-0` F.F.S., BY TIMELY. DOOR FRAME PER VA5 ROU(51-1 OPENING TO BE 3'-5-1/4" x 71'-2-50' (VERIFY) ;1-12IVOT HIW (-- CORNER CAP SELF FLASHED OR 0JR5 MTD. mm R-M�49EO.A "y L 94OKE HATCH TO MEET ALL REGUIREMEM OF UBL. C44.24 AND 26. Roomms AND FLAsHm, To se commy YeATHeR nam 2. EXTERIOR KAWAL RELEASE LOCATED ON WSIDE Of UNIT 5. SMOKE RATC44 TO SE TR15TAR MODEL 9S-V0L-,CM (IC130 REFORT ER-5150) OR A?FRavW EWAL. I riov- THRESHOLD SET IN FULL BED MASTIC o 0 01 < ci THRESHOLO @ EXTERIOR OOOR NOTE 1. ALL NEW THRESH01-05 SET IN FULL BED OF MASTIC (E) CONC. WALL NEWLY GRIND CHAMFER ALL EDGES METAL FLASHING TYP @ HEAD METAL DOOR (D- 022--- 0— (D2 — 0- 25 -05 mu z Ln LLJ Lu Ln 0 > co owl C-� Z tn z U C-4 tn m LAJ z z tw- 0 < CL u- ilk os FAW L =�, FAIMMMIJIVAIZ4 om EM m Em sm 0 om mm—��� FLOOR PLAN A-3 oo aaco ot E:\Avoii\High Pile Storcge\AVAlL-SKYLlG[-lT PLAN.dwg, 01/14/05 08:43:41 AM, 1:1 GENERAL 1 N Q) 1. NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE KNOWLEDGE AND WRITTEN CONSENT OF THE ENGINEER OR ARCHITECT. 2. ALL DIMENSIONS CONTROLLED BY EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR AT THE SITE, 3. CONSTRUCTIONS AND MATERIALS SHALL COMPLY WITH AND BE INSTALLED IN 4. 91 7. M. 91 ild 11 12 13. 14. 15. fi[« ACCORDANCE WITH ALL THE REQUIREMENTS OF ALL LEGALLY CONSTITUTED PUBLIC AUTHORITIES HAVING JURISDICTION, INCLUDING ALL COUNTY AND LOCAL ORDINANCES, AND THE SAFETY ORDERS OF THE STATE INDUSTRIAL ACCIDENT COMMISSION, OSHA. GENERAL CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY ALL GRADES, DIMENSIONS, AND CONDITIONS PRIOR TO BIDDING AND COMMENCING CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL WORK, INCLUDING THAT OF ALL SUB -TRADES. GENERAL CONTRACTOR SHALL NOTIFY ENGINEER AND ARCHITECT, IMMEDIATELY OF ANY DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS. ALL WORK PERFORMED SHALL CONFORM WITH THE REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (LATEST ADOPTED EDITION) OR OTHER APPLICABLE GOVERNING CODES AND BUILDING ORDINANCES. ALL SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS ACCUMULATED AS A RESULT OF THEIR OPERATION. ALL SCRAP, DEBRIS, AND OTHER EXCESS MATERIAL SHALL BE REMOVED FROM THE BUILDING SITE. THE OWNER SHALL HAVE THE RIGHT TO MAKE CERTAIN CHANGES IN THE WORK AND THE CONTRACT AMOUNT SHALL BE ADJUSTED ACCORDINGLY. HOWEVER, THE GENERAL CONTRACTOR SHALL NOT PROCEED WITH ANY CHANGES WITHOUT THE WRITTEN APPROVAL OF THE OWNER. ALL MATERIALS SHALL BE FURNISHED AS SHOWN HEREIN UNLESS EQUAL ALTERNATES ARE APPROVED IN WRITING BY THE OWNER. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND PROVIDING BRACING DURING CONSTRUCTION AND/OR ERECTION TO SUPPORT ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED. SEE ARCHITECT'S SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS, IF APPLICABLE. ANY REFERENCE TO THE WORDS APPROVE, APPROVED, OR APPROVAL IN THESE DOCUMENTS SHALL BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVE THE CONTRACTOR AND/OR HIS SUB- CONTRACTORS OF ANY LIABILITY IN FURNISHING THE REQUIRED MATERIALS OR LABOR SPECIFIED. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES, INCLUDING, BUT NOT LIMITED TO BRACING AND SHORING. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT OR ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES. ANY SUPPORT SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER DURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER, WHETHER OF MATERIAL OR WORK, AND FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING COMPLIANCE WITH CONTRACT DOCUMENTS, DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. THE SHOP DRAWING REVIEW PROCESS BY THIS ENGINEER WILL ONLY COMMENCE AFTER THE SUBMITTED FABRICATION OR SHOP DRAWING HAVE BEEN AS FOLLOWS: A. INITIALLY REVIEWED AND ACCEPTED AS CONFORMING WITH THE STRUCTURAL CONSTRUCTION DRAWINGS BY THE RESPONSIBLE SUPERVISOR AND DRAWING CHECKER WITH THEIR SIGNATURES. B. APPROVED AND ACCEPTED WITH A STAMP FROM THE GENERAL CONTRACTOR AS CONFORMING TO THE CONSTRUCTION DOCUMENTS. STRUCTURAL OBSERVATION WILL BE PERFORMED BY AN ENGINEER OR ARCHITECT EMPLOYED BY THE OWNER. THIS DESIGNATED INDIVIDUAL SHALL CONFORM TO THE REQUIREMENTS AS STATED IN SECTION 1702. FRAMING LUMBER: 1. ALL FRAMING LUMBER SHALL CONFORM TO "STANDARD GRADING AND DRESSING RULES NO, 16 OF WEST COAST LUMBER INSPECTION BUREAU. EACH PIECE SHALL BEAR THE GRADE STAMP OF AN APPROVED GRADING AGENCY, EXCEPT EXPOSED LUMBER SHALL BEAR NO MARKINGS WHICH WILL BE VISIBLE AFTER INSTALLATION. 2. FRAMING LUMBER SHALL BE DOUGLAS FIR, S4S, UNLESS OTHERWISE NOTED. THE FOLLOWING GRADES SHALL BE THE MINIMUM ACCEPTABLE GRADES, UNLESS OTHERWISE NOTED: ITEM MINIMUM GRADE STUDS: 2" THICK, 4" WIDE (STUD HT.=8'-1" MAX.), .CONSTRUCTION GRADE 2" THICK, 4" TO 8" WIDE. . . . . . . . . . . NO 2. OR BETTER STRUCTURAL LIGHT FRAMING: 2" TO 4" THICK, 2" TO 4" WIDE . . . . . . . NO. 2 OR BETTER STRUCTURAL JOISTS AND PLANKS: 2" TO 4" THICK, 6" AND WIDER . . . . . . . NO, 1 OR BETTER BEAMS AND STRINGERS: 5" AND THICKER, 6" AND WIDER . . . > . . . NO. 1 OR BETTER POSTS AND TIMBERS: 5" X 5" AND LARGER . . . . . . . . . . . . . NO. 1 OR BETTER 3. MAXIMUM STUD HEIGHT SCHEDULE AT NON -BEARING WALLS (LATERALLY BRACED) 2 X 4 AT 16" ox. . . . . . , . . .12' - 0" 2 X 6 AT 16" o. c. . , . . . . . .18' - 0" 2 X 8 AT 16" ox. . . . , . . . . .23' - 0" U.O.N. 4. PLYWOOD SHALL CONFORM TO PRODUCT STANDARD PS-1-95. PLYWOOD SHALL BE APA GRADE STAMPED, INCLUDING PANEL INDEX NUMBER. ROOF SHEATHING SHALL BE 1/2" CD-X STRUCTURAL 1, P.I. 32/16, UNLESS OTHERWISE NOTED. SEE SHEAR WALL SCHEDULE FOR SHEAR PANEL SHEATHING. ROOF SHEATHING AND SHEAR PANELS SHALL BE IN PLACE AND INSPECTED BY THE BUILDING OFFICIAL RIOR TO COVERING.' INSTALL WITH FACE GRAIN ACROSS SUPPORTS AND ALL JOIST SHALL BE BLOCKED EXCEPT WHERE NOTED ON PLANS. 5. ALL OPENINGS THRU ROOF SHALL BE NAILED PER BOUNDARY NAILING OF PLYWOOD DIAPHRAGM NAILING REQUIREMENTS, 6. ALL GLUE LAMINATED MEMBERS AS SHOWN ON PLANS SHALL BE IN ACCORDANCE WITH A.I.T.C. SPECIFICATIONS. ADHESIVES SHALL BE WATER RESISTENT INTERIOR W.C.L.A. SPECIFICATION COMBINATION (SEE BELOW) INDUSTRIAL APPEARANCE GRADE. A.I.T.C. INSPECTION CERTIFICATES SHALL BE FURNISHED WITH EACH BEAM. SUBMIT SHOP DRAWINGS TO THIS ENGINEER FOR REVIEW PRIOR TO FABRICATION. SIMPLE SPAN BEAMS 24F - V4 CANTILEVERED BEAMS 24F - V8 7. FRAMING HARDWARE SHALL BE SIMPSON "STRONG -TIE" CONNECTORS OR EQUAL. ALL SUBSTITUTES SHALL BEAR I,C.B.O. APPROVAL, UNLESS OTHERWISE INDICATED ON DRAWINGS. ALL FLUSH WOOD TO WOOD CONNECTORS SHALL BE MADE WITH "SIMPSON" METAL HANGERS AS FOLLOWS: 2 X 4, 6, & 8 MEMBERS . . . . . . . , "U" SERIES 2 X 10, 12, 14, & 16 MEMBERS. . . . . "HU" SERIES 4 X & LARGER. . . . . . . . . . > . . "HUTF" SERIES 8, NAILING SCHEDULE, TYPICAL UNLESS OTHERWISE NOTED ON DRAWINGS: CONNECTION COMMON NAILS JOIST TO SILL OR GIRDER, TOE NAIL 3 - 8d BRIDGING TO JOIST, TOE NAIL, EACH END 2 - 8d 1 X 6 SUB -FLOOR TO EACH JOIST, FACE NAIL 2 - 8d 1 X 8 SUB -FLOOR TO EACH JOIST, FACE NAIL 3 - 8d 2 X T & G FLOOR DECKING TO JOIST, BLIND & F.N. 2 - 16d SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d 0 16" o.c. TOP PLATE TO STUD, END NAIL 2 - 16d DOUBLE STUD, FACE NAIL 16d CAD 24" ox. DOUBLE TOP PLATES, FACE NAIL 16d Q 16" o.c. TOP PLATES, LAPS & INTERSECTIONS, FACE NAIL 2 - 16d CONT. HEADER, 2 PIECES, FACE NAIL ALONG EDGES 16d @ 16" o.c. CEILING JOISTS TO PLATE, TOE NAIL 3 - 8d CONT. HEADER TO STUD, TOE NAIL 4 - 8d CEILING JOISTS, LAPS OF PARTITIONS, FACE NAIL 3 - 16d CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3 - 16d RAFTER TO PLATE, TOE NAIL 3 - 8d 1 X BRACE TO EACH STUD AND PLATE 2 - 8d 1 X 8 SHEATHING OR LESS TO EACH BEARING, F.N. 2 - 8d WIDER THAN 1 X 8 BOARD TO EACH BEARING, F.N. 3 - 8d BUILT-UP CORNER STUDS 16d CAD 24" ox. BUILT-UP MEMBERS (2 MEMBERS) 20d ® 32" o.c. T & B - STAGGERED BUILT-UP MEMBERS (3 OR MORE MEMBERS) 1/2" THRU BOLTS 24" ox. STAGGERED 2" PLANKING, FACE NAIL, AT EACH BEARING PT. 2 - 16d PLYWOOD WALL SHEATHING, ROOF, AND SUBFLOOR 3/8" PLYWOOD . . . . . . . . . . . . . . . . . . 8d 1/2" PLYWOOD . . . . . . . . . . . . . . . . . 10d 5/8" PLYWOOD . . . . . . . . . . . . . . . . . . 10d 3/4" PLYWOOD . . . . . . . . . . . . . . . . . . 10d ADDITIONAL NAILING NOTES: A. ALL NAILS SHALL BE COMMON NAILS UNLESS OTHERWISE SPECIFIED ON DRAWINGS. B. PLYWOOD SHEATHING SHALL BE NAILED AS FOLLOWS UNLESS OTHERWISE NOTED ON DRAWINGS: BOUNDARY NAILING - 4" ox. EDGE NAILING - 6" ox. FIELD NAILING - 12" ox. C. ALL NAILS EXPOSED TO THE WEATHER SHALL BE GALVANIZED. 9. MISCELLANEOUS ITEMS, WHERE APPLICABLE: A. MUDSILLS: "WOLMANIZED" NO. 2 R.F., S4S, OR BETTER. B. ROOF DECKING: SELECT DECKING -DRY, 2 X 6 T & G, V-GROOVE DOUGLAS FIR. C. FASCIA: NO. 1, EXPOSED HEMLOCK OR SPRUCE, SELECT FOR APPEARANCE, D. EXTERIOR TRIM: NO. 1, EXPOSED D.F., SELECT FOR APPEARANCE. 10. (MIN.) HEADER AND CEILING JOIST SCHEDULE FOR UPPER MOST FLOOR. MIN TO BE USED UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS TO INFORMATION. 11. ALL BOLTS THRU WOOD SHALL HAVE STANDARD WASHERS EXCEPT WHERE METAL SIDE PLATES ARE SPECIFIED. BOLT HOLES SHALL BE NOT MORE THAN 1 /16" LARGER THAN THE BOLT DIAMETER, UNLESS OTHERWISE NOTED. 12. SILL PLATES SHALL BE BOLTED TO FOUNDATIONS WITH 5/8" X 10" LONG ANCHOR BOLTS AT 6'-0" ox., UNLESS OTHERWISE NOTED. 13. BRIDGING OF JOISTS OR RAFTERS: (MAX) PROVIDE BRIDGING AT 10'-0" ox. FOR ROOF RAFTERS AND 8'-0" FOR FLOOR JOIST. PROVIDE 2 X SOLID BLOCKING AT ALL BEARING LOCATIONS. (MIN. TWO BOLTS PER MEMBER 6" IN FROM ENDS) 14. DIAPHRAGM NAILING NOTE: WHERE 8d NAILS ARE SPACED 2-1/2" ox. OR 10d NAILS ARE SPACED 3" ox. HAVING A MINIMUM PENETRATION OF 1-5/8" INTO THE SUPPORTING MEMBER, THE SUPPORTING MEMBER SHALL BE A 3 X MINIMUM AND THE NAILS SHALL BE STAGGERED. 15. ROOF DESIGN LOADS: THE LOADS GIVEN ARE MINIMUM DESIGN LOADS. PROVIDE ENGINEERS, FOR THEIR REVIEW, ANY MECHANICAL EQUIPMENT NOT SHOWN ON THESE DRAWINGS AND ANY SPRINKLER MAINS PROPOSED TO BE SUPPORTED BY THE ROOF STRUCTURE. FURNISH SIZES, WEIGHTS, AND LOCATIONS. DESIGN LOADS: LOCATION: GRAVITY D.L. GRAVITY L.L. MAIN ROOF 12.5 PSF 20 PSF (REDUCIBLE) MECHANICAL EQUIPMENT AS NOTED ON PLANS. ALL LIVE LOADS REDUCIBLE IN ACCORDANCE WITH APPLICABLE CODE. WIND BASIC VELOCITY 70 MPH EXPOSURE C WIND: P = 19.5 PSF (VARIES) BOUNDARY: 10d AT 6" ox. a CONT. PANEL EDGES: 10d AT 6" ox. OTHER PANEL EDGES: 10d AT 6" ox. FIELD: 10d AT 12" ox. BOUNDARY: 10d AT 4" ox. B, CONT, PANEL EDGES: 10d AT 4" ox. OTHER PANEL EDGES: 10d AT 6" ox. FIELD: 10d AT 12" o.C. BOUNDARY: 10d AT 2 1/2" o.c. CONT. PANEL EDGES: 10d AT 2 1/2" ox. OTHER PANEL EDGES: 10d AT 4" ox. FIELD: 10d AT 12" ox. BOUNDARY: 10d AT 2" ox. Q CONT. PANEL EDGES: 10d AT 2" ox. OTHER PANEL EDGES: 10d AT 3" o.c. FIELD: 10d AT 12" ox. SPECIAL INSPECTION: SPECIAL INSPECTION BY A DEPUTY REGISTERED INSPECTOR APPROVED BY THE BUILDING DEPARTMENT SHALL BE PROVIDED FOR THE FOLLOWING: (UNLESS NOTED OTHERWISE.) SEE ATTACHED INSPECTION LIST FOR ADDITIONAL REQUIREMENTS. REFER TO UBC SECTION 1701 FOR INFORMATION. SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING: ❑ 1. PLACEMENT OF ALL CONCRETE WITH F'c OF 2500 PSI OR GREATER. ❑ 2. BOLTS INSTALLED IN CONCRETE. PRIOR TO PLACEMENT OF CONCRETE AROUND BOLTS. ❑ 3. SPECIAL MOMENT -RESISTING CONCRETE FRAME. 4. REINFORCING STEEL AND PRESTRESSING STEEL TENDONS. ❑ 4.1 DURING ALL STRESSING AND GROUTING OF TENDONS IN PRESTRESSED CONCRETE. ❑ 4.2 DURING PLACING OF REINFORCING STEEL AND PRESTRESSING TENDONS FOR ALL CONCRETE REQUIRED TO HAVE SPECIAL INSPECTION BY ITEM 1. 5.1 CONTINUOUS INSPECTIONS DURING WELDING OF ANY MEMBER OR CONNECTION EXCEPT: WELDING DONE IN AN APPROVED FABRICATOR'S SHOP, CONTINUOUS INSPECTION IS NOT REQUIRED FOR: SINGLE -PASS FILLET WELDS NOT EXCEEDING 5/16" FLOOR AND ROOF DECK WELDING WELDED STUDS WHEN USED FOR STRUCTURAL DIAPHRAGM OR COMPOSITE SYSTEMS. WELDED SHEET STEEL FOR COLD -FORMED STEEL FRAMING MEMBERS - SUCH AS STUDS AND JOISTS WELDING OF STAIRS AND RAILING SYSTEMS ❑ 5.2 SPECIAL MOMENT -RESISTING STEEL FRAMES. NON-DESTRUCTIVE TESTING IS ALSO REQUIRED. ❑ 5.3 WELDING OF REINFORCING STEEL. ❑ 6. HIGH STRENGTH BOLTING 7. STRUCTURAL MASONRY ❑ 7.1 OTHER THAN FULLY GROUTED OPEN-END HOLLOW -UNIT MASONRY, DURING PREPARATION AND TAKING OF ANY REQUIRED PRISMS OR TEST SPECIMENS, PLACING OF ALL MASONRY UNITS, PLACEMENT OF REINFORCEMENT, INSPECTION OF GROUT SPACE, IMMEDIATELY PRIOR TO CLOSING OF CLEANOUTS, AND DURING ALL GROUTING OPERATIONS. ❑ 7.2 FOR FULLY GROUTED OPEN-END HOLLOW -UNIT MASONRY DURING PREPARATION AND TAKING OF ANY REQUIRED PRISMS OR TEST SPECIMENS, AT THE START OF LAYING UNITS, AFTER THE PLACEMENT OF REINFORCING STEEL, GROUT SPACE PRIOR TO EACH GROUTING OPERATION, AND DURING ALL GROUTING OPERATIONS. ❑ 8. DURING MIXING AND PLACING OF CLASS B REINFORCED GYPSUM CONCRETE. ❑ 9. DURING APPLICATION OF INSULATING CONCRETE FILL WHEN PART OF A STRUCTURAL SYSTEM ❑ 10. SPRAY APPLIED FIRE PROOFING. ❑ 11. PILING, DRILLED PIERS AND CAISSONS. DURING DRIVING AND CONSTRUCTION OF CAST -IN - PLACE DRILLED PILES OR CAISSONS. ❑ 12. SHOTCRETE. DURING THE TAKING OF TEST SPECIMINES AND PLACING OF ALL SHOTCRETE. ❑ 13. SPECIAL GRADING, EXCAVATION AND FILLING. DURING EARTH -WORK EXCAVATIONS, GRADING AND FILLING OPERATIONS INSPECTIONS ARE TO SATISFY REQUIREMENTS OF THE GRADING SECTION OF THE CODE. ❑ 14. SMOKE CONTROL SYSTEMS. SEE ARCHITECT FOR ADDITIONAL INFORMATION IF REQUIRED. * REFER TO 2001 C.B.C. ADDITIONAL SPECIAL INSPECTION ITEMS SPECIFIC TO THIS JOB: ❑ A. VERIFY THAT THE SOILS CONDITIONS ARE IN SUBSTANTIAL CONFROMANCE WITH THE SOILS INVESTIGATION REPORT. ❑ B. VERIFY THAT THE FOOTING EXCAVATIONS EXTEND TO THE PROPER BEARING STRATUM. ❑ C. ALL EXPANSION ANCHOR INSTALLATIONS INCLUDING CLEANOUT AND TORQUE TEST. D. ALL EPDXY ANCHOR SYSTEMS INCLUDING CLEANOUT AND INSTALLATION. ❑ E. PLACEMENT OF ANCHOR BOLTS FOR ARCADE COLUMNS PRIOR TO PLACING CONCRETE. THE PERMIT APPLICATION SHALL RETAIN A RESPONSIBLE ENGINEER APPROVED BY THE BUILDING OFFICIAL TO ENSURE THAT: A. ALL ELEMENTS OF CONSTRUCTION WHICH REQUIRE SPECIAL INSPECTION ARE INSPECTED BY QUALIFIED DEPUTY INSPECTORS APPROVED BY THE BUILDING OFFICIAL; AND B. ALL CODE DEFICIENCIES DETECTED AND DEVIATIONS FROM THE APPROVED PLANS ARE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION, AND IF NOT CORRECTED, REVISED DESIGNS TO OVERCOME THE DEFICIENCY SHALL BE PREPARED BY THE DESIGN ENGINEER OR ARCHITECT OF RECORD FOR APPROVAL BY THE BUILDING OFFICIAL; AND C. ALL CORRECTIVE WORK REQUIRED IS COMPLETED IN ACCORDANCE WITH APPROVED PLANS, SPECIFICATIONS, AND CITY ADOPTED CODES. A FINAL INSPECTION REPORT, SIGNED BY THE SPECIAL INSPECTOR AND THE RESPONSIBLE ENGINEER, IS SUBMITTED TO THE BUILDING OFFICIAL UPON THE COMPLETION OF EACH ELEMENT REQUIRING SPECIAL INSPECTION. THE REPORT MUST CERTIFY THAT THE WORK WAS IN COMPLIANCE WITH APPROVED PLANS, SPECIFICATIONS AND APPLICABLE CITY CODES INCLUDING ANY AUTHORIZED CHANGES TO THE PLANS. go, 4n' 99n' 4n' 1 i' .0& A.B. . . . . . . ANCHOR BOLT ABV. . . . . . ABOVE A/C . . > . . . AIR CONDITIONING ALT. . . . . . . ALTERNATE 0 . . . . . . . AT BLK. . . . . . .BLOCK BLK'G. . . . . .BLOCKING BM. . . . . . . BEAM B.N. . . . . . . BOUNDARY NAILING C . , . . . . . CAMBER C CENTER LINE J, . . . . . . CEILING JOIST CONC. . . . . . CONCRETE CONT. . . . . . CONTINUOUS D OR d . . . . NAIL PENNY DBL. . . . . . .DOUBLE DF . . . . . . .DOUGLAS FIR DFPT . , . . . DOUGLAS FIR PRESSURE TREATED 0 . . . . . . . DIAMETER DO . . . . . . .REPEAT FRAMING E.F. . . . . . . EACH FACE ELEV. . . . . . ELEVATION EQ. . . . . . . EQUAL EQUIP. . . . . .EQUIPMENT E.W. . . . . . . EACH WAY E.N. . . . . . . EDGE NAIL (E) . . . . , EXISTING EXT. . . . . . . EXTERIOR FLR. . . , . . . FLOOR F.O.B. . . . . . FACE OF BEAM F.O.S. , . . . . FACE OF STUD FTG. . . . . . . FOOTING F.G. . . . . . . FINISH GRADE GA. . . . . GAUGE GALV. . . . . . GALVANIZED GLB. . . . . . .GLUE LAMINATED BEAM HDR. . . . . . .HEADER HORIZ. . . . . .HORIZONTAL INT. . . , . . . INTERIOR JST. . . . . . . JOIST MAX. . . . . . .MAXIMUM MECH. . . . . . MECHANICAL MIN. . . . . . . MINIMUM N.T.S. , . . . . NOT TO SCALE O.C. . . . . . .ON CENTER OPNG. . . . . .OPENING R.R. . . . . . ROOF RAFTERS REINF. . . . , . REINFORCING R.O. . . . . . . ROUGH OPENINGS SHTG. . . . . . SHEATHING SQ. . . . . . . SQUARE STD. . . . . . . STANDARD SPECS. . . . . SPECIFICATIONS T&B . . . . . . TOP & BOTTOM T&G . . . . . . TONGUE & GROOVE TYP. . . . . . . TYPICAL U.B.C. . . . . . UNIFORM BUILDING CODE U.N.O. . . . . .UNLESS NOTED OTHERWISE VERT. . . . . . VERTICAL WD. . . . . . . WOOD W/ . . . . . . .WITH W.W.F. . . . . . WELDED WIRE FABRIC SUBSTITUTIONS: BEFORE SUBSTITUTIONS FOR ANY SYSTEM OR SUB -SYSTEM SHOWN ON THE DRAWINGS OR CALLED OUT IN THE SPECIFICATION WILL BE CONSIDERED, THE PERSON PROPOSING THE SUBSTITUTION WILL BE REQUIRED TO SUBMIT A LETTER TO THE STRUCTURAL ENGINEER STATING THE FOLLOWING: 1• THE PROPOSER AGREES TO PAY THE ENGINEER FOR THEIR COST FOR EVALUATING THE PROPOSED CHANGE. 2. THE PROPOSER AGREES TO PAY THE ENGINEER FOR THEIR COSTS FOR CHANGING THE DRAWINGS AND DETAILS SHOULD THIS BE REQUIRED BY THE BUILDING DEPARTMENT OR SHOULD THE ENGINEER DECIDE IT IS NECESSARY FOR CLARITY. NET SAVINGS WHICH WILL ACCRUE TO THE OWNER SHOULD THE SUBSTITUTION BE APPROVED. (NET AFTER ALL COSTS.) z W F-1 z rid V z z 0 U M 00 N u7 W W cr 00 rH V Z H W w h H � U t13 tT � _ _ No. C 0526 * Exp. 12-31-06 * This design and drawing are for use on specific site indicated and Is the exclusive property of PLUMP ENGINEERING INC, and shall not be used, duplicated or altered in part or In whole without written approval of PLUMP ENGINEERING INC. Copyright 2004, o All rights reserved W=pm W�lus H offi XW°�ma ow Z P4 'Mom) m) "'4 w z OGWiEZp m o 0 UCOZ208 50awz z a % V) 0 zoo,, w ozz O ��o9�92 to 0�zzzo iMQ0008E z V1 W W � WW ,�; /V M 0.,,1, > Z rEZWk z A W PROJECT NO; 040910.S REVISIONS DATE: 11-19-04 CHECKED BY: R. PLUMP SCALE; AS NOTED SHEET NO: "I k Sl PLOT DATE: 12-08-04 M A B C D E F G ZO 00 00 UQ� 337'-0" Z W W W � 60-0 60 -a 60-a 60-a 60-a 37 -a Z Z Z Z WZZ -w H� WW- H WUM 1 � � � W ^oQ w..' n '. ".ir a ri i » i it i it i`» i » i >, i i, i ii i » , n i » i,i i it i , F*{00 4x12 0 8_-0_ 4x12 � 0 -0 4x120 8 -0" 4x12 0 8'-0 4x12 fir 8_-0 4x12 0 8�a 4x12_Q 8_-0 4x12 CAD 8 0 402 0 8 -0 4x12 0 8 -� 4x12 0 8 -0 4x12 CAD 8'-0 4x12 0 8 -0� 4x12 0 8�a 4x12 0 8 -0 4x12 0 8 -Q x12 0 8'-0 � U � O.C. TYP. O.C. O.C. TYP. O.C. TYP. O.C. TYP. O.C. TYP. O.C. TYP. O.C. TYP. O.C. TYP. O.C. TYP. O.C. TYP. O.C. TYP. O.C. TYP. O.C. TYP. O.C. TYP. O.C. TYP. .C. TYP. r�-�, W I m _j F-� w o 0 N N O O O 0 Q 0 O O 0 0 O O O x x o x �rco co uo LO in « 6 3/443 1j GLB 1 6 3/430 GLB1 6 3/436 GLd 6 3/427 GLB 6 3/436 GLB 6 j421 GLB TYP. 16r-0" 14r-0" 12r_0rr 12'-0" 14r-0" CANT. CANT. CANT. CANT. CANT. _ ._ _ .. _ _ .�._ _ _ _ .. _ r, o N N N Exp. 12-31-06 o. C C1S2 x x O __. _ _.. _ O .._ 0 O o O Q o O Q o Q x 0---no_. 0 _ _ , _w _ __ __ _. _.�...� �.w__ _ 0 _._, _ ... _ MI. LO OF 5D1 this design and drawing are far use on specific site indicated and Is the mTYP.. exclusive property of PLUMP ENGINEERING INC. and shall not be used, duplicated or altered in part DO DO DO DO DO DO or In whole without written approval of PLUMP ENGINEERING INC. Copyright 2004. C All rights reserved W Tp tY. _m __ _m _ _.__ _ _ _ _ ._ �� __ _,_ _ _ �_ __ _ __ _ m _ 2x @ 24" H � � O.C. TYP. o�a ffi C7 d r C1 p ._._� _m _ _ _ _ _ _ m_, _ __� ��_ Qom, _. �0 _ 0 .0 _ _ _. 0 CO m vi V OwpQzM0 13 ao DO I DO ----I- DO t DO S DO DO erg X v8 zo Qzaw owzzt-lu mmmgDgm _j ZZU _E1 0j N (N O O Q 0 0 Q O O O Q O o Q N N x x t� © t t r� n a r� n o a o a ca x DO DO I � DO ® , i DO DO DO a r C) _w.__._ ..w .. _.._..... _ _ _._.. _ __..._ c� t�'y ri __.._ _.._ __ __. _ ___ __ ___.___ _______ __M . _ _v r. P. N N O O 0 O Q O O O O O O O Q N N X o © a o t� o ca © o 0 r� 0 X �t z e—; 6 3/443 1/ GLB 6 3/430 GLBI 6 3/436 GLIJ 6 3/427 GLB 6 3/436 G B 6 /421 GLB Z LE GEl\TD: 1 EXISTING SKYLIGHT W _ LJ ca ca o PROJECT NO: a d- N 040910.5 i___ ._ _ __ . .__ _ __ _. _._.,_. _.__µ__ µ _._ o O a O Q o Q Q Q O o Q o X REPtAGE SKYLIGHT WITH SMOKE VENT e �.. „P..,.. � 00 REVISIONS LO to to /r EXISTING SMOKE VENT 7IL IL DATE: NEW SMOKE VENT 11-19-04 CHECKED 8Y: R. PLUMP SCALE: AS NOTED wiwlw ROOF FRAMING PLAN SHEET NO: SCALE: 1/16--1'-0" S2_ PLOT DATE: 12-08-04 o`F 01611dou-wo 1 /4" CAP R ROOF LEDGER Co ELEVATION 3/4" 0 THRD. ANCHORS ® 24" W/HILTI HIT HY 150 EPDXY I.C.B.O. #5193. SPECIAL INSP. REQ'D. L-- (E) CMU WALL CAP BOLT TS PER ELEVATION ACCESS HOLE SECTION "A "A" SKYLIGHT OR SMOKE HATCH PER PLAN i --- 2 X 6 CURB — OMIT AT ROOF MATERIAL SELF —CURBING SKYLIGHTS 10d NAILS AT 4" o.c. EACH MEMBER 2 — 2 X 6 EACH SIDE OF OPENING SKYLIGHT FRAMING 41 tom z Q 0000 c-^1 F—� U � -4 Z z '"'"' Fri W lm� P4 c) c) > 0 W z z WWW C) z z� Z P4 �U 5C_ z CD No. C 05269 * Exp. 12-31— CIV1L CAU This design and drawing are for use on specific site indicated and Is the exclusive property of PLUMP ENGINEERING INC. and shall not be used, duplicated or altered in part or in whole without written approval of PLUMP ENGINEERING INC. Copyright 2004. O All rights reserved t,.iW-VIx�o W=LLM c� �I���o c �a-Ot--@mW ���, f`Uma. zo —caw sQ%w ts H w QowiE0Z Z coU O 4Ji t-- 0 W x . 0OZ208 p=ztnzc7 zm4-4 3WWO m 92 aN z, I.— ZZU i ztrvvv� H � U W N �U Z � z 44 PROJECT NO: 040910.5 REVISIONS DATE; 11-19-04 CHECKED BY: R. PLUMP SCALE: NTS OT DATE: 12-08-04