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Home My WebLink About10149408.pdf� I SITE P%tj PROJECT DATA: TENANT: Dr. Stacey Le Santa Ana Optometry (714) 357-1050 IBLD AGENT,- Newmark Merrill Companies 5850 Canoga Ave. Suite 650 Woodland Hills, CA 91367 ,Contact: Darren Bovard (818) 710-6100 CONTRACTOR.- Harvey Construction 7718 Appaloosa Trail Orange, CA 92869 Contact: Steve Harvey (714) 289-0736 (- 71 Y) Yee 6 6 fl'4 OCCUPANCY: Group B Retail/Office Type V SCOPE: 817 Sq. Ft. Tenant Improvement of existing space. New non -bearing interior partition walls, remodel existing restroom. Volm REFERENCE: 2001 CBC California Building Code 2001 CPC California Plumbing Code 2001 CMC California Mechanical Code 1999 NEC National Electrical Code California State Fire Code SHEET INDEX: RIEVISIONS • A-0 PROJECT DATA/SITE PLANNICINITY MAP A-0. 1 DISABLED ACCESS/ REST TO .--v 114Y A-1 FLOOR PLAN/REF 4 LTNQ,PLAN__,7!!�� City Of sa't A-2 TITLE 24 LIGHTINWREPORT Vic0 A-3 DETAILS aN zgo e4'. J 'ATE' >* 57, > Go *0 z VICINITY NOTES: d,'! 14) 667-2700 Lu �tfic'atifxls P Ell F P A 10 1—DRAWN BY 11 jjj'�'1�11111 IN - SUBMIT DATE BID DATE CHECKED BY PROJECT NO. SHEET TITLE PROJECT D4.14, AIL I PARKING I SPACE E BLEW ,SEE BELOW) 0 BLUE WHITE REFLECTC,RIZEO SIGN! ij CORSTRU-_T[O OF PORCELAIN STEEL *1TH EEJ.OEO TEXT OR EOUAL RESERVED FOR SIGN TO BE CENTERED AT HANDICAPPED THE INTERIOR END OF PAPkwc ",ACE 0 AREA OF SIGN TO BE A WIN, CF 70 50. IN. DESIGNATE FOR 'VAN AC(; ESSIBLr WHERE APPROPRIATE -V8L[W VUSr BE LOCATED IN ;TALL SO THAT IS VISIBLE BY A TRAFFIC ENFORCEMENT OFFICER WHEN A VCHtLE IS PROPERLY -ARX[O IN Tq[ S PACE (CENTERED 11 ENTRANCE TO STALL P.ECOwWE SIDE)) 1 36, Fig.25 -4 DISABLED ACCESS/ PATH OF TRAVEL ras 0 G RESERVED FOR HANDICAPPED 0 VAN ACCESSIBLE1 FE STANDING 8 _'N. FOR 3065 IN. FOR WALL WOUNTEO TO TOP Or WALKING SURFACE in PARKING SPACE DESIGN A. 18' minimum length of each parking, space. 112913.4.1 4.6.3 Fig.23 B. 9' minimum width of each parking space. 1129B.4.1 4.6.3 Fig.23 C. Minimum 18'x 5' access aisle (passenger side). 1129B.4.1 4.6.3 Fig.23 D. Surface of the parking space(s) and access aisle(s) does not exceed 1:50 gradient (2.0%) In any direction. 11298.4.4 4.6.3 FIg.23 HANDICAP PARKING MIN, SIGN (TYP) _r ee- ACCESSIBLE AISLE I$, MIN. INTERNATIONAL SYMBOL OF ACCESSIBILITY STALL EMBLEM 8* MINIMUM AISLE WIDTH REQUIM +Ig.23 At *VAN ACCESSIBLE* PARKING SPACES GENERAL DISABLED PARKING SPACE NOTES, I 1) Disabled parking space must permit use of tither car doors. 2) A parking bumper to required when na. curb or barrier Is provided which will prevent encroachment of cars over the adjoining accessible routs. 3) Wheelchair users must not to be forced to go behind parked cars other than their own to access an adjoining accessible route, 4) The maximum surface slope with;n the disabled parking space and adjacent access aisle may not exceed 2% In any direction. 36' GRAB BAR SOAP MIRROR 424 raSt4a BAR TOILET PAPER DISPENSER DI 4' MIN. 77: #M Ell dN ;P UNDER SINK PIPES TOILET TOILET P+AA SEAT COVER URINAL LAVAT6R'f Dlsf_`ENSER DISPENSER Reatmom Fixtim Accessories 1. Hot water & drain pipes accessible under lavatories shall be insulated or otherwise covered. There shall be no sharp or abrasive surfaces under lavatories. [ CPC 1504.2 2. Controls for water closet flush valves shall be mounted on the wide side of the toilet area. [ CPC 1502.0 3. Water closet flush valve controls, and faucet and operating mechanism controls, shall be operable with one hand, shall not require tight grasping, pmd-dn& or twisting of the wrist, and shall be mounted no more than 44" above the floor. [ CPC 1502.0,1503.2,1504.31 4. The force required to activate water closet flush valve controls, and faucet and operating mechanism controls shall be no greater than 5 pounds. [ CPC 1502.2,15032,1504.31 5. Toilet room floors shall have a smooth, hard, non -absorbent surface such as portland cement, concrete, ceramic tile or other approved materials which extend upward onto the walls at least 5". Walls within water closet compartments and walls within 24" of the front and sides of urinals shall be similarly finished to a height of 48" and, except for structural elements, the ,materials used in such walls shall be a " which'is not adversely affected by moisture. [ CPC 11 15B.9.5 Typical Mounting Heights / Fixture & Accessories Notes 6. VAN ACCESSIBLE PARKING SPACE DESIGN A. 181 minimum length of the parking space(s). 11298.4.1 4,6.3 Fig.23 B. 9' minimum width of the parking space(s). 1129B.4.1 4,6.3 Fig.23 C. 8' minimum width of the access aisle($) (passenger side). 1129B.4.2 4.6,3 Fig. 23 Surface of the parking space(s) and access aisle(s) does not exceed 1:50 gradient (2.0%) In any direction, 1129B.4.4 4,6.3 Fig.23 7. PARKING SPACE SIGNAGE General -Each parking space reserved for persons with disabilities shall be identified by a refiectorized sign permanently posted Immediately adjacent to and visible from each stall or space, consisting of a profile view of a wheelchair with occupant In white on dark blue background. 11298.5 4.6,4 Fig. 26 A. Signage Is Installed at each space. 1129B.5 4.6.4 Fig. 25 B. Area of the sign(s) Is not smaller than 70 square inches. 1129B.15 Fig.26 C. When posted in a path of travel, the bottom of the sign is 80" minimum from the parking space finished grade. 1129B.5 Fig.26 D. When wall mounted, sign Is centered on the wall at the Interior end of the parking space at a minimum height of 36" from the parking space finished grade, ground of sidewalk, 11298.6 FIg.26 E. Unobstructed view of the sign from the parking space. 1129B.6 4.6.4 Fig.25 F. Van accessible parking spaces have additional sign mounted below symbol of accessibility that states "VAN ACCESSIBLE", 11298.5 4.6.4 Fig,25 8. 'PARKING SPACE STRIPING General -The surface of each accessible parking stall or space must have a surface identification duplicating either of the following schemes, (a) By outlining or painting the stall or space in blue and outlining on the ground in the stall or space In white or suitable contrasting color a profile view depicting a wheelchair with occupant; OR (b) By outlining a profile view of a wheelchair with occupant In white on blue background. The profile view shall be located so that It Is visible to a traffic enforcement officer when a vehicle Is property parked In the space and shall be 38" high by 38" wide. 11298.6.1&2 4.6.4 Figs. 23-2.5 -A, Disabled parking stalls are property striped. 1129B.5.1&2 4.6.4 Figs.23-25 $ Pl,cf IENSER/ NAPKIN/ NAfzKW WMTE 1"A11FON TAMF"iON RECEPTACLE C860ENSER 01-61*0_6AL fo, MEN WOMEN UNISEX RE I STROOMS 4wro. WALL MOUNTED SIGNAGE To BE DOOR -MOUNTED LOCATED ON LATCH SIDE OF- SIGHAGE DOOR CLEAR OF DOOR -SWING. MOUNT AT 60* TO CENTERLINE OF SIGN FROM FLOOR. ri i�l I - ell LETTERING RAISED 1/32 HEIGHT OF LETTERING 5/8 *MIN TO 2*MAX N E NK UPPERCASE CORRESPONDING GRADE It BRAILLE CHARACTERS F19.82 REVISIONS UJ LJ < F- LU UJ U.1 Ln < 0) 0 < F- U.J W M z ce v; F_ U 00 q* < F_ O < Ce t-4 EZ Z �DRAWN BY DATE SUBMIT DATE BID DATE CHECKED BY PROJECT NO. SHEET TITLE DISABLED ACCESS/ RESTROOM NOTES SHEET NA swo 19 I I . ... ...... LEGEND 9- 6" 65 WATT INCANDESCANT RECESSED DOWN LIGHT 65 WATT INCANDESCANT LIGHT FIXTURE 0 6" 13 WATT FLOURESCENT RECESSED DOWN LIGHT 2'X4' FLOURESCENT FIXTURE 3 TUBE T8 IN-7, HVAC SUPPLY REGISTER HVAC RETURN REGISTER u 'M7 A f.>F'r'f C'E I Rv Zr L 0 ..... ...... 41 FLOOR PLAN SCALE 1/4" = 1'0" REFLECTED CEILING PLAN SCALE YV = I ' 0" (.'o T- BARA_NDH)tA_CN_QTEs 1. EXISTING T-BAR TO REMAIN. REPAIR AT NEW SOFIT. REPLACE CEILING TILES WITH NEW. 2. RELOCATE EXISTING HVAC SUPPLY AND RETURN REGISTERS AS SHOWN. DEMO WALL EXISTING WALL NEW WALL, (E\ EXISTING A TELEPHONE DUPLEX RECEPTICLE EMERGENCY LIGHT W/BATTERY BACK-UP E-3 EXIT LIGHT WITH BATTERY BACK-UP [A], 1 PAIR 2'6" X 6'8" 10 LIGHT OF FRENCH DOORS, TEMP GLASS, WITH LEVER HANDLE LOCKSET 3' X 6'8" HC HB POCKET DOOR 3' X 6'8" SC HB DOOR ON A TIMLEY HOLLOW METAL FRAME WITH LEVER HANDLE PRIVACY LOCKSET(fit o C-L-03C9 EXISTING 3' X 7' STORE FRONT DOOR, TEMP GLASS Af. • ORAWlY CHECKEO DAYS SCALE Joe No. SHEET A - 1 OF SHEETS ,me PRINTED ON CLEARPRINT 1000N =CERTIFICATEF COMPLIANCE Part 1 Of 3 LT PROJECT NAME DA IPROJECTADDP=SS Building Permit# PRINCIPAL DESIGNER - LIGHTING _ TELEPHONE HARVEY CONSTRUCTION (714)280-0736 s I DOCUMEIJTATION AUTHOR; TELEPHONE -; Checked by/Date i Enforcement Agency Use t GENER,rl INFORMATION IRATE OF PLANS ;BUILDING CONDITIONED FLOOR AREA 'CLIMATE ZONE ell r ; + _ 1 HOTEL/MOTEL GUEST ROOM jBUILDING TYPE Xi NONRESIDENTIAL HIGH RISE RESIDENTIAL ADDITION _ PHASE 0t= CONSTRUCTION �_.-- ` NEW CONSTRUCTION _ � I ALTERATION ; EXISTING + ADDITION IMETHOD -DF LIGHTING t COMPLETE BUILDING ; Xi AREA CATEGORY �l TAILORED ! PERFORMANCE iCOMPLIANCE - S TEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building lighting requirements. IThe documentation preparer hereby certifies that the documentation is accurate and complete. -- -- DATE DOCUME!�TATION AUTHOR — -SIGNATURE :The Print#al Lighting Designer hereby7certtfies that the proposed building aesign represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other ,calculations submitted with this permit application. The proposed building has been designed to meet the lighting requirements contained in Sections 110, 119, 130 through 132, and 146 or 149 of Title 24, Part 6. ;Please check one: I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Cade to sign this doc tment as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer or electrical engineer, or I am a licensed architect. I affirm that f am eligible under the provisions of Division 3 of the Business and Professions Cade by Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that i am a licensed contractor performing this work. 1 I affirm that l am eligible under the exemption to Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538 and 6737.1. lNCIP�iL LIGHTING DESIGNER -NAME -�_-s- SIGNATURE DA.__�_ .✓--- l Ll #^ PR ✓' t7 t'S I cJ5��t '3 HARVEY CONSTRUCTION LIGHTING MANDATORY MEASURES Indica to location on plans of Note Block for mandatory Measures I INSTRUCTIONS TO APPLICANT For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published by the California Energy Commission. LTG-1: Required on plans for all submittals, Part 2 and 3 may be 'incorporated in schedules on plans. LTG-2: Required on all submittals. LTG-3: Optional. Use only if lighting control credits are taken. LTG-4: Optional. Use only if Tailored method is used. LTG-5: Optional. Use only if Tailored method is used.—_____________—� �_ . _---_----_. ___ ___— EnerovPro 3.1 By EnergySoft User Number 1115 Job Number: 9735-LTG —_--__ Page:3 of 7 =LIGHTINGCOMPLIANCEY LTG-" PROJECT NAME DATE - ACTUAL Li(HTING NUMBER OF WATTS PER LUMINAIRE CEC DEFAULT ;Total Watts LUMINAIRE NAME DESCRlt?TtOt�. LUMINAIRES.: _ _. . . _ , _(tnctudtng_t3allast). B .y _g 3 Page Subtotal from this ' Total Building Portable Lighting (From LTGA) 0 Less Control Credit Watts (From LTG-3) 0 Waftsa Adjusted Actual ALL VVED LIGHTING POWER (Choose One Method COMPLETE BUILDING ,METHOD BUILDING CATEGORY (From Table 1-M) WATTS COMPLETE PER SF BLi3G._AREA- : ALLOWED WAITS ... AREA CATEGORY METHOD AREA CATEGORY (From Table 1-N) WATTS AREA PER SF (SF) ALLOWED ,,WATTS,,,-,.,,, Medical,'Clinical Care 1 40' 14 LOIDI.D iDtfiGe cgs Waiting) 1.10 q . - Corridot/Restroom/Support 0.60 . _ . 3__ PAGE TOTAL1 ._:.., TOTAL BUILDING AREA WATTS., TOTAL ALLOWED WATTS (From LTGA or from computer, run.) EnergyPro 3.1 By EnergySoft User Numbe r 1115 Job Number: 9735-LTG Page:6 of 7 LIT t �, Y Part 2�of3 LT PROJECT NAMF DATE INSTALLED LIGHTING SCHEDULE _ LUMINAIRE LAMPS -TYPE ' _ 'watts{ -- BALLASTS -- Luminaire i _ --.(Lamb BaRast)l Total ` Code ; DESCRIPTION DESCRIPTION i - #�iLamp; ` Per i _ DESCRIPTION # , # Ul atts it Watts _ _.. A?.4 _.._.� s-- .�•E•-Ci) as�X,��:��a%i=�2�r� ____- _ ��s • s dv' �i Subtotal from this Page, Lighting Schedule on Plans Shows Exterior Lighting - Meets Total c PY 1l Portable Lighting (From LTG-1) 0 Efficacy and Control Requirement of 9130(c) - -- -- Less Control Credit watts (From LTG-3) 0 i Control Requirements of §131(f) _r Adjusted Actual Wattsl MANDATORY AUTOMATIC CONTROLS j CONTROL LOCATION i CONTROL — CONTROL TYPE ; 1 ;NOTE TO, (Room #) IDENTIFICATION (Auto Time Switch, Exterior, etc.) ' l SPACE CONTROLLED I FIELD Y`�.-C C3 1 7 ______._.. -------_.. !�h •- '--^ ..�. _ ',f`i a i C:, (',..4� i `-" '' L i o-- ,F4-t! —l--t- i --- --`- ' • 4 { , CONTROLS FOR CREDIT _ CONTROL LOCATION! i CONTROL CONTROL TYPE ' UJVIJNiIRE.S_%QdT�C}l lsDw I 'NOTE TO Room # or Dw # E s IDENTIFICATION _ - ( �g _-_-_._._- ---a {Occupant, Daylight, Dimming etc.) i TYPE OF LUMINAtRS -I l_ MELD I i I t EnergyPro 3.1 By EnergySoft User Number: 1115 Job Number: 9735-LTG PageA of 7 [LIGHTING MANDATORY A LTG PROJECT NAME DATE DESCRIPTION Desi ner Enfor. cement ` § 131(d)1 For every floor, all interior lighting systems shall be equipped with a separate automatic ' control to shut off the lighting. This automatic control shall meet the requirements of Section 119 and may be an occupancy sensor, automatic time switch, or other device capable of automatically shutting off the lighting. § 131(d)2 Override for Building Lighting Shut-off: The automatic building shut-off system is provided with a manual, accessible override switch in sight of the lights. The area of override is not to exceed 5,000 square feet. X § 119(h) Automatic Control Devices Certified: All automatic control devices specified are certified, all alternate equipment shall be certified and installed as directed by the manufacturer. X - § 111 Fluorescent Ballast and Luminaires Certified: All fluorescent fixtures specified for the project are certified and listed in the Directory. All installed fixtures shall be certified. § 132 Tandem Wiring for One and Three Lamp Fluorescent Fixtures: All one and three lamp fluorescent fixtures are tandem wired with two lamp ballasts where required by Standards Section 132; or all one and three lamp fluorescent fixtures are specified with electronic high -frequency ballasts and are exempt from tandem wiring requirements. X i § 131(a) Individual Room/Area Controls: Each room and area in this building is equipped with a separate switch or occupancy sensor device for each area with floor -to -ceiling waits. X § 131(b) Uniform Reduction for Individual Rooms: All rooms and areas greater than 100 square feet and more than 0.8 watts per square foot of lighting load shall be controlled with bi-level switching for uniform reduction of lighting within the room. X I § 131(c) Daylight Area Control: All rooms with windows and skylights that are greater than 250 square feet and that allow for the effective use, of daylight in the area shall have 50% of the lamps in each daylit area controlled by a separate switch; or the effective use of daylight cannot be accomplished because the windows are continuously shaded by a building on the adjacent lot. Diagram of shading during different times of the year is included on plans. § 131(f) Control of Exterior Lights: Exterior mounted fixtures served from the electrical panel inside the building are controlled with a directional photo cell control on the roof and a corresponding relay in the electrical panel, or uses an astronomical time clock. § 131(e) Display Lighting. Display lighting shall be separately switched on circuits that are 20 amps or less. § 130(c) Efficacy of Exterior Lights: Exterior mounted fixtures with lamps over 100 Watts served from the,electricai panel inside the building have a source efficacy of at least 60 lumens per watt, or are controlled by a motion sensor. EnergyPro 3.1 By EnergySoft User Number: 1115 Job Number: 9735-LTG Page:7 of 7 fINU UUMPLIANCE i �,t at; , i, ROJECT NAME 9 __.. :DATE TABLE 1A - PORTABLE LIGHTING NOT SHOWN ON PLANS FOR OFFICE AREAS >250 SQUARE FEET A I B i i� ! iD TOTAL; 0 d TABLE 1B - PORTABLE LIGHTING SHOWN ON PLANS FOR OFFICE AREAS >250 SQUARE FEET A IS Cl !i Ei lFf iG LUMIN. TASK # OF TOTAL TOTAL ROOM # TOTAL AREA OR ZONE ID� (SF) Designer needs to provide detailed documentation that the lighting; level provided by the overhead lighting meets the needs of the space. The details include luminaire types, CU, and mounting locations relative to work areas. TOTAL 0 BUILDING SUMMARY - PORTABLE LIGHTING BUILDING SUMMARY TOTAL AREA (SF) TOTAL WATTS (FROM TABLES 1A+1B+1C) (FROM TABLES 1A+1B) BUILDING TOTAL: 0 0 f — EnergyPro 3.1 By EnergySoft User Number: 1115 Job Number: 9735-LTG Page:S of 7 r, a it • PRINTED ON CLEARPRINT 1000H SCREW TO WOOD JOISTS Oi` Si-RUCTURF:: ABOVE NIETAL STUD SRA0,E AT 4, CUT FLANGE'- AND SEND WEB OF STUD BRACE - FASTEN TO TOP TRACK W/ (2 1" SHEET METAL SCREWS LINE OF FINISH CEILING CUT-OUT EXISTING FINISH CEILING MATERIAL FOR INSTALLATION OF BRACE FRAMING CONTINUOUS UNPUNCHED TOP 'TRACK 1,111TH #8 SHEET METAL SCREWS, ti EACH SIDE. BUTT TIGHT TO UNDERSIDE OF EXISTING FINISH CEILING. INSULATION WHERE OCCURS 5/9" FIRE CODE TYR 'X" DRYWALL EA SIDE - ---------_ 3 5/8" 25 GAD STEEL STUD 24" O.C. #8 SHEET MEIAI. SCREW EACH SIDE AT EACH STUD (10# SHEET METAL SCREWS WHERE CASEWORK OCCURS) -CONTINUOUS UNPUNCHED TRACK STUD WITH OA77"o x POWDER ACTUATED FASTENERS AT 2'-0" O.C. CONCRETE FLOOR SLAB OR DECK HEADER SEE !h STRUCTURAL 5/8" GYP. BD. 10'-7" A.F,F.13., CONTINQ SEALANT INTERIOR 2" 4 1/ MULLION NOMINAL 2 INTERIOR PARTITION STOREFRONT HEAD SA #10.TEK S.M. SCREWS 3-57,8-. X 25 GA STUD BRACING FASTENED TO STEEL AND CONCRETE. FLOOR DECKING W/ -HIL-n- SHOT PIN. 45' (LAR.R. §02582) -#10 TFK S.M. SCREWS 2 1/2- X 25 CA. STUD BRACING AT O.C. STAGGERED. SCREW TO TOP TRACK (#TO TEK S.M. SCREWS L-A.R.R. #23768) -4— - — — _�FINISHED CEILING SEE REFLECTED CEIUNG PLAN. SOUND ATTENUATION BLANKETS 5/8- THICK TYPE -X- GYPSUM BOARD (1) ONE LAYER PER SIDE STAGGER ALL.YERTICAL JOINTS. —3 X 25 GA. METAL STUDS AT 24 -C., L-A.R.R. #22988 —CONT. BOTTOM TRACK ATTACHED TO CONCRETE FLOOR WnH LV. SHOT PINS AT 24- ON CENTER. LA.R.R. #02582 —ACOUSTIC SEALANT BASE - SEE FLOOR FINISH PLAN FLOORING - SEE FLOOR FINISH PLAN Rated- Parntion. 8 GAUGE GALVANIZED WIRE HANGERS AT 4'-G' O.C. MAX. 3 FULL TWIST MIN. 1 1/2ID RUNNER FCHANNELS AT WALL LINE 4'-Cr O.C. MA)C- TYPICAL L ------------- ---- r w h ------ --------- ---- TYP CABINET DETAIL CENTERLINE CENTERLINE OF OF 7/13' METAL FURRINI6 CHANNELS AT 16r 0A, 5/8- GYPSYM BOARD i--METAL TRIM L Gyp. Bd. 'e-J"(1hing C Detail, its FIXTURE FIXTURE a -rAUrE - WIRE LAGERS AT 4'-Oi ').C. MAX: 271/2* 25.GA M STUD Uo U HANGER" To I ERS "WE S?��E A130 W 80 Bathroom walls to have eeramic tile 0 Ue7ic W 6 Y P 8 P BRAC94G STUOS AT 'S' ANGLE. to 41 AFF 5 FULL TWIST MIN. ,FwL IT (CIt—:7- V�l 60,�4 &Isz, FINISHED COUNG SEE MREFLECTED GOLPLAN THICK TYP7 Um BCKRO E /z, CKtkNNrL,, AT 4*-Cr J.C. MAX., u. 4/tr METAL FURRING CHANNELS AT 16' O.C. 17 Soffit Detafl ALUMINUM — STOREFRONT WINDOW MULLION 1/4" TEMPERED GLASS, slaggamn 4 1/2" L . AT STUCCO "J" MOLDING BY FRY REGLET OR EOU ALIGN STOREFRONT W/ FINISH SURFACE ,METAL DOOR/ WINDOW FRAME .1/4" GLASS, TEMPERED a. VARIES A.F.F. < .0 4M MATCH MQ EXISTING 0 z 4 INTERIOR EXTERIOR 1/4' TEMPERED Z' MK GLASS CAULKING & ALUMINUM BACKER ROD STOREFRONT WINDOW MULLION 7/ SLOPE TO DRAIN PER UBC F.F, . . .......... EXPAN N, JOINT BUILDING FOUNDATIO STOREFRONT SILL @ SLAB TYP. RUBBER REDUCER STRIP CARPET !2_OUQRETE RUBBER REDUCER STRIP V.C,T. CARPET 4' v4 '4 RUBBER REDUCER STRIP V.0,T, CONCRETE 131 REDUCER STRIPS T PLATE FRAMIN STAI D WOOD CA BLACK REVEAL MW LOW PARTITION SUPPORT N GYP. DRYWALL METAL STUD FRAMING SECURED TO GATE POST 2"X2' TUBE STEEL GATE OST 2"X10* STi PLATE WELDED TO 2" 0 X S 10 T ST PLATE To L TUBE SECUR , TO FLOOR WITH 4,(2) 1/20 ANCHO OLTS C CH SIDE FLOOR SLAB PROVIDE ONE BRACE AT EACH UNSUPPORTED END OF WALL AND AT W-0—O.C. STAINED WOOD CAP 3/8' REVEAL PAINT FLAT BLACK 2*' X 2" X 1/4' TUBE STEEL /2' 26 GA, M L STUD AT ' 0.0, —6/8" Gy 092601 TY TWO 3/84 MIN. REDH AT EACH LA FLOOR LARK VO. .682 2-1/21, x 101 FINISH $TEEL PLATE PENETRATION 1-5/32" POWER DRIVEN FASTENER a 16' O.C. NOTE: EPDXY WOOD CAP HILTI NO. 2?P8 OR EQ. BACE TO WALL (NO SCREWS WITH 1080 APPROVAL ELERVATION OR NAILS) NO, 2388 OR 1290 LOW PARTITION flgnwtw&11.9 ALUMINUM STOREFRONT DOOR FRAME INTERIOR 1/4" TEMPERED GLASS v 4 1/2" MULLION STOREFRONT DOOR HEAD MLIA 1/4" TEMPERED GLASS 1/8" SCREW AT 4*-0" O.C. INTO STUD 8" .OR 1/4 OF THE LENGTH OF THE END TEE WHICHEVER IS LEAST NO. 12 HANGER WIRE WITH 3 TIGHT TURNS 'TICAL LAY -IN 32 TILE OP RIVET, EA. TEE 1/2" WALL MOLDING WITH HEMMED EDGES WALL MOLDING 4 12 GA. VERT. HANGER-------- ELEC. CONDUIT 0 4*-0" O.C, WITH 3 TIGHT E THIN WALL SEE TURNS IN 1-1/2" TYP. v TABLE FOR SIZE 8" MAX. FROM WALL AT SUPPORT END-- N DRILL 5/32" HOLE AND INSTALL 1/8 12 GA. SPLAY BOLT & LOCKING WIRE BRACING AX IN PLANE OF 5 ELEC. CONDUIT EACH RUNNER, THIN WALL (ONE W SIZE LARGER) 4- SLOT END OF S TUBE TO FIT OVER MIN. ONE VERTICAL CEILING RUNNER SUPPORT STRUT 5" MAX. PER 144 SQ. FT. OF LOCATE SWAY CEILING AREA BRACE (1) FOR ATTACHED TO EACH 96" TYP. 45* MAX. CEILING GRID AND STRUCTURE B E SEE DET 4/43 TYPICAL - LEVEL CEILING ID 4TURNS OF PRIOR TO SETTING SPLAY WIRE IN TUBES (STRUTS), 1 1/2" FOR 12 GA. MAIN RUNNER 1.0,BI0, 5173 METAL SUSPENSION AND LAY -IN ACOUSTICAL PANELS SHALL COMPLY I W/ UBC SEC 2504 & UBC STANDARDS SEC. 25-2 71 CEILING SWAY BRACE BOTTOM OF 'No. 12 GA. VERTICAL HANGER FRAMING ABOVE 0,4'-0" 0,0, EXTEND TUBE TO BE TIGHT SEISMIC COMPRESSION POSTS (STRUTS) PER UBC STANDARD TO CEILING GRID & STRUCTURE 25-2 ABOVE, THEN INSTALL BOLT TO SECURE ONE TUBE TO THE ELECTRICAL CONDUIT THIN OTHER. TUBES SHALL LAP WALL (SEE TABLE BELOW ONE ANOTHER AT LEAST 4" FOR SIZE) IN FULLY EXTENDED POSITION. SPACE ro) 12'-0*' O.C. MAX. E.W. -----ELECTRICAL CONDUIT THIN WALL (ONE SIZE LARGER) DRILL 5/32" HOLE AND INSTALL ATTACHED BOTTOM 1/8" BOLT AND LOOKING NUT TO MAIN RUNNER I _j I.C.B.O. 5173 SLOT END OF TUBE TO FIT OVER CEILING TILE CEILING RUNNER 1.030. 1349 &000 MAXIMUM STRUT LENGTH: CONDUIT SIZE: 4 FEET 3/41, 0 A. METAL DOOR FRAME INTERIOR EXTERIOR 0 THRESHOLD 'CONO SLAB TYP SLOPE TO RAIN PER UBC 4 EXPANSION JOINT HULKING STOREFRONT DOOR SILL NOTE: USE 8 GA. WIRE AT SUSPENDED DRYWALL / PLASTER CEILING AND 12 GA, WIRE AT ACOUSTIO CEILINGS SPLAY HANGER WIRE ATTACHMENT ROOF STRUCTURE DIA. X 3' EVE SCREW 1 1/4" MIN. PENETRATION ANGLE OF WIRE 3.0. 2388 AY WIRE W/ 4 4T TURNS LAGER WIRE' W/ 3 IHT TURNS REVISIONS •