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HomeMy WebLinkAboutDWG 904-4L; ; INDIANA PLUMBING SUPPLY CO.; 01-44f ,, ; j I I i I ! I I. (? i ,.' · ARCHITECT: HCH & ASSOCIATES ........ - \ STRUCTURAL ENGINEER; BURKETT & WONG ' _J . • ' " J ,, CIVIL ENGINEER; HCH & ASSOCIATES \ f ___ .., • . ! ' I l , LANDSCAPE ARCHITECT: HCH & ASSOCIATES 4877 VIEWRIDGE AVENUE 3434 FOURTH AVENUE 4877 VIEWRIDGE AVENUE 4877 VIEWRIDGE AVENUE SAN DIEGO, CALIFORNIA 92123 TELEPHONE: (619) 278-5750 SAN DIEGO, CALIFORNIA 92103 TELEPHONE: (619) 299-5550 SAN DIEGO, CALIFORNIA 92123 TELEPHONE: (619) 278-5750 SAN DIEGO, CALIFORNIA 92123 TELEPHONE: (619) 278-5750 • sym. / abbrevs. .,.~,._. ---Dimension to F.O.S. I I Dimension to Centerline \ W) D~tail No. ~~ Door Number ~ Sheet No. '(j..l ~) Grid Line T Section Sheet lio. · Qv Panel Notation ~ Revision A,B. A.C. A/C ADJ. A,F.F. ALT. Al.UM. AUTO. B.F. BU: !GI 8M BOT. BRG. ti· C.J. CLG. CkTR. COL. CONC. CONT. CORR. C.T. DBL. O.f. D.R. o.s. DIIG. EA. E.F. ELEL. ELEY. E.N. E.S. [\jC EQ EXIST. EXT. F .D. FAU FUN F .E. FF FG FIN. FIXT. FLR. FN F.o.c. F.O.H. F.o.s. FTG GFl Gt. Anchor Solt GR Grade Asphal t1c c-nt GYP Gypswo Air Conditioning H.B. Hose Bibb Adjacent H.C. Hollow Core Above Fini sh Floor HOR Header Alternate HTG Heat! ng Aluminum INT Interior A&itomatic ~ INSUL Insulation Bottom of Foot! ng JST Joi st Block (lnil LAM. PLAS. laminated Pl1stlc Beaa ~-Masonry Bottom MAT.' L. Mate rll 1 Searl ng MAX>,, Maximum Cast Iron M.B. "'-Machine Bal t Center Line MFGR. · Manufacturer Cel11ng Joist N.G. Natural Grade Ceiling N.I.C. Not In Contract Counter N. T.S. Not To Scale Column 0/C On Center Concrett! It Property Line Continuous PLYWD. Plywood t:orr1dor PNL. Panel Ceramic Tile P.O.C. Point of ConnKtion Double PR. Pair Douglas Fir P.T.D.F. Pressure Treated D.F. Door R. Radius Do~nspout REINF. Reinforce hnentl Drawing REOD. Required = ~--~~~ Each Face RoO. Redwood El•ctrical S.C. Solid Core Elevation SHTG. Sheathing [dge Na 11 SHT. Sheet Each Side SIM. Simlliu Electrical Water Cooler SQ. Square Equal . STL. Steel Ed sting STRUCT. Structural Exterior SUSP. Suspended Floor Drain T.B. Top Of Beam Forced Air Unit T.C. Top Of Concrete Foundation T.F. Top Of Footing Fire Extinguisher T I G Tongu• , Groove Finhh Floor T.S. Top Of Slab Finish Grado/Fixed Glus T.W. Top Of Wall .; Finish , TYP. Typical Fixture U.O.N. ·unless Othen1ise Noted Floor Y.A.T. Y1nyl Asbestos T11e Field Nail Y. T.A. Vent Thru Roof Face of Concrete WI With Face of Masonry 11.1. Wrought Iron Face of Stud liP llate111roof Footing 11/0 · Without Ground fault lnterupter W.R. ~•ter resistant Glass w.w.F. Welded w1ro Fabric legal -owner LEGAL DESCRIPTION: BEING A SUBDIVISION OF LOT 16 OF CARLSBAD TRACT NO. 74-21, IN THE CITY OF CARLSBAD. COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. ACCORDING TO MAP THEREOF NO. 10372. FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY OWNER: JOHN MUCKEL AND LINDA MUCKEL AS COMMUNITY PROPERTY 1161 EAST ARTESIA BOULEVARD CARSON, CALIFORNIA 90746 vicinity map -------INTERSTATE 5 ,,.,----,,/--------.._ PALOMAR AIRPORT RO. ,✓/ / EL CAMINO REAL \ I ' / (' LOKER AVE. WEST \,\, / PALOMAR ~ ·---AIRPORT r I" -- A ILll----1 _____ 1-----?' --~\ 6~~1:~1 ~ /~ ; ~/ SITE ) \: / EL FUERTE ST -" NOT TO SCALE project data GOVERNING AGENCY: CITY OF CARLSBAD APPLICABLE CODES: UBC: UMC: UPC: NEC: UFC: HANDICAPPED: ZONING: P-M OCCUPANCY GROUP: 8-2 1985 1985 1985 1985 1979 , CACfflTLE 24 TYPE OF CONSTRUCTION: TYPE V•NON RATED FIRE SPRINKLERED ORDINARY HAZARD, DENSITY .33/3000 S.F. NUMBER OF STORIES: TWO BUILDING HEIGHT: 29'·0" BUILDING AREA: OFFICE 1ST FLOOR: WAREHOUSE 1ST FLOOR: OFFICE 2ND FLOOR· TOTAL TOTAL SITE AREA: 96,061 (2.2 ACRES) PARKING REQUIRED: 4.595 S.F. 16,278 S.iol. 4 s13 s E 25.686 S.F. OFFICE: 4 SPACES/100D S.F. • 38 SPACES WARFHOI/SE· 1 SPACE/1000 s F • 16 SPACES TOTAL: 54 SPACES BUILDING ADDRESS: 2785 LOKER AVENUE WEST CARLSBAD, CA 92008 PLAN FILE NUMBER: CB 88-339 PLAN INDUSTRIAL PERMIT NO. 88·1 • , ' . I • . • D. .. \ \ 1 I . - • ' ) ) • MECHANICAL ENGINEER C PLUMBING) D.G. GARDNER 3835 AVOCADO BOULEVARD SUITE 200 LA MESA, CALIFORNIA 92041 TELEPHONE: (619) 464-0971 " • I\ . \ . I I , - • ,, ' • MECHANICAL ENGINEER IHVACl CLEMONS 5430 BROOKS STREET MONTCLAIR, CALIFORNIA 92763 TELEPHONE: (714) 986-9596 sheet schedule r \ , . J D ELECTRICAL ENGINEER; KRUSE AND ASSOCIATES 5005 TEXAS STREET SUITE 206 SAN DIEGO, CALIFORNIA 92108 TELEPHONE: (619) 260-1973 RECEIVED JUN 2 2 \SBB CITY OF CARLSBAD DEVELOP. PROC. SERV. DIV. GENERAL CONTRACTOR: J.H. 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I ENVIRONMENTAL PLANNING • ARCHITECTURE • ENGINEERING CARLSBAD OAKS V 4877 Viewridge Avenue, San Diego, CA 92123-1667 • (619) 278-5750 I ---~ ~ CARLSBAD,CA -l , __';, \ ~ ~ ~ t ~- --® --~- I'::,._ ... o· ,-, V 1'1l-,..... ::; <-.., 7' ;:;;~::, Cl. --_.o o_ ::, -- V> CL CL ~~QJ ~.s :::J~-- \ ~ r \ i I : ' ~ _, ' ,;;\ & i0~ CONCRETE STRENGTHS ANQ PROPORTIONS: PROVIDE CONCRETE WITH THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS AT 28 DAYS PROPORTIONED WITHIN THE FOLLOWING LIMITS: LOCATION OF CONCRETE FOOTINGS OFFICE FLOOR SLAB WAREHOUSE FLOOR SLAB MINIMUM PSIAT 28 DAY$ 2,000 2,000 4,000 I MAXIMUM SIZE OF AGGREGATE 1· 1· 1• MINIMUM SACKS CEMENT PER CUBIC YARD 8.0 5,0 50 MAXIMUM SLUMPS 4• 4" _\ . . COLUMN SCHEDULE · SYM. = ---~ .. --~--•·-.. , .. ., .. ;:,.7~011 \ SYM. FOOTING SCHEDULE · l SIZE REINF. REMARKS. • ........ ··---..... ···-···----·---,1"- ! 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' 10, ------• \ r:-, \.J..V ?,,1-ti II ,· .• / ,. -~ 'I _e:L;z,!1 ?,,1-t\, "'1 1-111/1)1 ._10Loll • 11~110/4-11 . 11L11o/,t 11 . 11~11~/4-11 l1~11~/f 11 ....,,----,,,,.1 '----'-1 ---,., v12,~~-'.~·;,,f,,lt. • ..:_MJ~·:...:_l_~ll_n __ c1r,:l·~-,>------Ji·~;:Jt.·-l/'Z./ . -. ~ ~ -: .. - 7 \,I ""j&-... ...-.. • V ' -· --· ",-··---·" ----· --'. .. ..• ------ . -· ... ,,,, _ -____ ., ____ - t \-r,f. \lV . / / / , .. , I),--# 'l? --: {JI .. • . . . -... - . ·--~ ~ e, f.?,A f-.. __.-,II' t, Ct-ttif-t:7 -e;:,,Af-. --fl'-11--L--1?~~ fl?f<--~ 1Yr ---·-------------------,,.,..i:;f:1·;_·-1t-··"41j1 ...... ···' Vff ~1--c; ;·, ____ : .. _· ___ .., ' \ .. -· PRECAST WALL PANEL NOTES: 1. see DETAILS~ FOR 'TYPICAL PANEL REINFORCEMENT • 2. All WALLS ARE DRAWN AS VIEWED FROM THE INSIDE OF THE BUILDING UNLESS NOTED OTHERWISE. 3. CAST ALL PANELS OUTSIDE FACE DOWN UNLESS NOTED OTHERWISE. 4. ALL PANELS ARE 7 112• THICK MINIMUM"" 314• DEEP REVEAL WHERE OCCURS EQUALS 8 1/4" THICK • 5. AT 112" JOINTS ALL LEDGERS TO EXTEND TO ENO OF PANEL (INTERMEDIATE) AND ABUT AT CORNERS UNLESS NOTED OTHERWISE. 6. CONCRETE CONTR.ACTOR SHALL ♦ERIFY LEDGER DETAILS WITH ROOF FRAMING CONTRACTOR ANO SHALL IMMEDIATELY REPORT ANY DISCREPANCIES TO THE ARCHITECT. 7. CONCRETE SHALL ATTAIN A COMPRESSIVE STRENGTH OF AT LEAST 3000 PSI AS DETERMINED BY CYLINDER TESTS PRIOR TO ERECTION OF PRECAST PANELS. CONTINUOUS INSPECTION IS REQUIRED. 8. THE CONTRACTOR SHALL SEE THAT SAFE AND ADEQUATE BRACES ANO CONNECTIONS TO SUPPORT THE PANELS ARE PROVIDED UNTIL THE STRUCTURE ITSELF (INCLUDING THE ROOF DIAPHRAGM) IS COMPLETE ENOUGH TO ADEQUATELY SUPP.ORT THEM. 9. BRACE, STRONGBACKS, PICK-UP ANCHORS ANO THEIR LOCATIONS SHALL BE MANUFACTURED AND DETAILED BY "BURKE CONCRETE ACCESSORIES" OR APPROVE EQUAL 10. BONO BREAKING COMPOUND "THOMPSONS WATER SEAL" OR EQUAL SHALL BE USED BETWEEN THE PANELS AND CASTING SLAB. 11. FILL PITS, HOLES, AND ROCK POCKETS WITH GROUT AND MATCH ADJACENT FINISH SURFACE. DRYPACK OR COVER ALL INTERIOR LIFTS, WELD PLATES ETC . 12. ALL LIFTING DEVICES SHALL BE APPROVED BY I.C.B.O • 13. PRECAST CONCRETE ALL AGGRl:GATE SHALL BE 'MISSION VALLEY 314" MAXIMUM OR AS APPROVED BY OWNER. 14. KNOCK OUT PANEL REINFORCEMENT. SHALL BEVS FOR TYPICAL PANEL REINFORCEMENT PER DETAI ,,,_,., WITH ADDITIONAL REINFORCEMENT PER DETAIL ,. . ' . 15. CONTRACTOR SHALL VERIFY DIMENSION ~T OF FOOTING TO FINISH GRADE PER DETAIL IN THE FIELD BASED ON THE FOLLOWING CONDITIONS: ..--~--LL:. . A. BOTTOM OF CONC. FTG. SHALL BE M ADJACENT GR. LEVEL ii . -0-/t BELOW B. CHECK FINISH GRADE ANO MAINTAIN MIN. COVERAGE OF WALL PANELS. C. CHECK OTHER GRADING CONDITIONS AND OTHER LOCAL BUILDING INSPECTION REQUIREMENTS . 16. LEGEND: WALL PANELS . <:ii:) NORTH ELEVATION PANEL (:v SOUTH ELEVATION PANEL CD EAST ELEVATION PANEL ~EST ELEVATION PANEL CL) INTERIOR SHEAR ELEVATION PANEL 17. ALL REBAR CHAIRS SHALL BE SOLID PLASTIC BY C AND J PLASTICS TYPE "GPC." 18. 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"1 ..-o ' ' ' cJ bf10'7 (c) t.; i I IVI I O /\))UVl/\1 C) INDIANA PLUMBING SUPPL v co. ,fr: ENVIRONMENTAL PLANNING· ARCHITECTURE· ENGINEERING CARLSBAD OAKS · CARLSBAD, CA , . 4877 Viewridge Avenue, San Diego, CA 92123-1667 • (619) 278-5750 \ ~ ~ '0 ~ ...l.. _,. \ ~ IS> \ \ \ \ \ \ ..... I • V I \ \ \ "$ I \ I J "'1\' ~ _j 'J< -~ I;\ 'C l-~ ~ ~ ~ J7, 7' ~ '--;,, ~® ➔-i ' ! t. .... -· !") Cl. 0.. ro 0 .... ~>I) ';j" <=o--;,::-~...!..iii v,:~::J d. ~~--0 0 \ :::,-·· <:S> V> <$' ~-' -~-.... ·· -------------------------r-----------r---~------------------------------,rr~~~:-- • TOILET ROOM ACCESSORIES @ Paper towel dispenser and waste receptacle: Bobrick B-3933 satin finish stainless steel door, r&cess into wall 4". @ Grab Bar: Bobrick B-5637 satin finish with concealed mounting. @ Toilet Tissue Dispenser: Bobtlck B-686 surface mounted. @ Napkin Disposal: Bobrick B-353 wait recessed. @ Triangle (Men's), Circle (Women's) door symbol for toilet room doors to comply with California handicapped Provision of CAC title 24. . @ Toilet Tissue Dispenser: Bobrick B-6677 wall recessed. @ Towel Bar: Bobrlck #B-530, 24" length, satin finish. TOILET ROOM NOTES (HANDICAPPED ACCESSIBLE) 1. Hot water and drain pipes under lavatories shall be insulated or otherwise covered. There shall be no sharp or abrasive surfaces under lavatories. 2. Flush controls shall be operable by an oscillating handle no more than 44' A.F.F. maximum operating force of 3 lb. or by a remote low voltage button. The handle or button shall be located so they are operable without requiring excessive body movement. 3. Faucet controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. The force required to activate controls shall be no greater than 5 lb. lever-operated. ·~·~--•-~ ------r-r. ® ~t ~ H?'7t 1l 'M~ M~N°? t ~ I i..-S 'I -"~----------- " ' \, / r.:::::- / / _e ct~,r i,,-J ,-, M f' N 0 . -. N "e,. -rt± . · 11 ?,;(JI • • I T \ ( ~,( • ,19 . - ;, / / / .·/ -· / -/ Y·Y f f<.-..t9 I!? f'N t c.:.;, [.•>: . / . /, . ~----~t=-=="It ao r ' I .. --.,,.,,,._._,.. - ~ l I ~?I 1 \ \ ' -...... \ ~-+ ·I·· -- / ' I .. . ·~ J~ --· / . --. "~ ., j " ----- •. I I fl+:i. / -. / ;\ (,, ' - -* I -~ = + -I <::, ~ \ -~ ' b ( .--- . :r. :· -p ----• .,,-.~w-•- +fJ -··· j_ • . . . 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CJ / \))UVI/ \I LJI INDIANA PLUMBING Ii SUPPLY CO. Iii .... ~. (I) 0 ,.._ M"' --- (') ("') ., Q.. -:r ~~ -;-:;-~~rt 'ENVIRONMENTAL PLANNING· ARCHITECTURE· ENGINEERING I CARLSBAD OAKS V 4877 Viewridge Avenue, San Diego, CA 92123-1667 • (619) 278-5750 CARLSBAD, CA I I~ _r d 1-::;:, \/):~ :J 0...10 ::i--- V> d.. ::J ~~ ,.\:,> I:,, , / r ' ' ' ' I ,._\'7 J .. • I / '!I ~ .. . V O"· , • . . .. ' I I ' ' ! <l ~ l ~ =st- ~ - '~ :::::.. -~ • ~-. • • . . '( -.. ,-·· .. · ~11"~ t~~N ~L.-lf' , C I@ e-eS--~ES=e] _ ;__ . ----~ 1,~'t'@ ~l,c,111/o ~~ @ .et~ e. f,J"-leL-e,-.. ,1,,i-,tG ,t',~"~ . ,, ;£:.---.--·(},..f't ~-r ~ \_.., l'-t,'i,r,O jbf' - • ~,.. j.,.~i,,.. . ' - V .. ~ . I I, ;f\ ' . I ., ROOM FINISH SCHEDULE ROOM FLOOR BASE WALL fil I l ~ m ILi-,_t-IC. U) ~7 \) t \-···?_ II.\~ 2 t _\ ~ ~ ~~ C) + I \l:'. \I~ (; +-~t.'i ~-l'u \1 ·..t. '1..Z ·.i:. ~ >-[~ <) 'if_ 'l ~ it;) ~~ d \l' \\'. t fu i ~- L _) \--~ fu i\ ·r t,/f ~::J u ;r_ ~ t -z & Q. . - ~~ . )-L ~ I,\) <:, J. '1. r;<. ~-:z -.:'i ~ \J ·z '0 ::l ~r - L--0 e,e,,--( • • • ? 10f' L--A 'f , • • • ~ o u t-J tn•J f:::7 • • • f?l '7 !"L--A'( HI +-l !A:'H • • qTAlf-. y.,.1 • • • tfAi.,..,L,. • • • M r? N 0 • • • • t,,-10Me; r-JC, • • • • Mf'--N . Off iC,f' • • • 'f~L,-. ~. f?i..,f'6. ~I&;, • • • • HA f',..!;:f1"0U'?'f;' • • • • fV tU f,? Off'I c,{3 • • • f~. ?'f-f'IC-f.:' • • • I"'~. t:'ATt-1 ' • • • INTERIOR FINISHES 1. Suspended Ceiling: Per Specs 2. Wall Paint Color: Sinclair CM 8582 3. Doors: "Legacy• prefinished red oak tone. 4. Door Frames: Per Specs; color; prefinished black. 5. Door Hardware Finish: Per Specs 6. Toilet Room Accessories: Per Specs 7. Carpet: Designweave, Stratus #719-21 8. Sheet Vinyl: Armstrong Seagate #86500 9. Rubber Base: Roppe #40 Fawn 10. Concrete Sealer: (2) Coats "Chlor-0-Sheen• 11. Gypsum Board Texture: Fine ·orange Peel" fll,, ~~Iv t1v1? IV"( ov-!NT?J'<-... 1?,?' "3~t YIN'l1,..,-HAl~.,,o-t It-I/~ fo fi,mf<.,., '\11.., N-'t!:?',, t,,4;..t,..-1,. 2, C.t:f I L-11••! b M/-ITE;'.'f-lA L,..q "?H-l"'i--L- t-l-'-+ t;":,<. c e1:; o trte r L.--AM t? 0 r f.B"A o ~L--f"<,;01f'ICAt 10NC:1 IN UE?o t.AJ:?L-c? 4'12---f::' . ' = \ ' ;,. I'S: 0 -~·- I . 9't:AN1?ARt? ' "'- .... [J q '1 \ I CEILING t ~. -Si fut- 7-~z ~ ~ t..-+-...l ~ <.:i ~ t \ ~ ~ ~- \I' <ix. i ~ ~Ii. :3 i \L+·· 7 st· i ~ ·~ I:) • • • • • • • • • • • • • • • I'> , ' ' REMARKS NO. I l'J,, ?J -t s:;, ti 7 ,,, 0'ut re~ ft.-~ ft.A~ b 4 IC Ii ...:.1 ' / \.11 ., DOOR SCHEDULE . SIZE ·TYPE FACE . ~I> ... 111>_,.._ o/"!C<E-~!-1 f hv I ,Ai...,L)M ' ~~x h"x l?,,/111 ~l.-t-0,..i M11.-. Met.AL- ~!) ;< e, o I< i '>/'1'11 1-fr,L-L.ot,4 MtJ-... Mf'i'l'--l.-- 1-1'" 0 ~ 19.7 ~-,,. --~I,{... -lJ.i MITAL.-- ~o,c ICPa, 'l'-_. f<J'l,, L,. -u r" t-1?r Av ,_?p I,,_ [jJ't> ;<. ,~1+'' j-tt'L,{... Ov-J CO~ L-l?b,AC,--( q,• ,<. (t''O l'-10/4-II rf"i,-vt>!rl vt>fe L--f:'~ • to J<.C:7t' /I-!~ "1"11 Ht:>~ & I ..;, L--B&15-0T !°~ · -::-;~l'-u?e"' i 1?/f 11 1-foi..V'vJ~: L--B&!-0 "( tJ,l~;<.UfJ x l~/f11 f-+oL-i..oirl v::>f<..f' t.--c?-bt\'::::, .. IZ--f ,c. I 1--"J ;.. ..-f-oi.,.L. -u r ' Ml?tt-v PQQR SCHEDULE NOTES; 1. Shop prime. field paint 2. i-,!ot U"1f:'i;;> 3. Wrth self closure. 5. v-i I f1.,--t"r"Ff I'<-Mf"I L.--"7i..-" 4. Witr.ntealed self closure. r 6. Nc-> ..;r.,e-p · 7. With Corbin 27 lockset per SDG&E standards. , a. Ne>t' U<'?e'O 9. Wrth steel frame per specs. 10.,::;, ,l.,-1,., .c,; i,...-art:'3 I o/6 GENERAL NOTES IQ DOOR SCHEDULE; . FRAME • ,AL..-LJ. K . r-1e'TAL..-- MeT.At..-- ~~l-I N"'71r.; ,. t,t'IOUN t _I~ l :::-;-..L- I N"7tt;;i ,t,'IOUNt Me"'.'AL..-- Me=-f/"sl-- M e-'1 A 1.-- l"1 e' tA L-- Met1-,L- Ml:';"'1'" t, t.-· 1. Provide weathetSfrtpplng typical at Head, Jambs and Threshold at all exterior doors. 2. All exterior doors ID be lockable with grand master key. NOTES 'f ,Vl I 1 ";> /'1 111;''1 I~ 10 I , Io ~, "1 4 °l °l °I I, Io . 3. Hand activated door opening hardwood shall be centered between 30 inches and 44 inches above floor. Latching and locking door shall be operable with a single effort by lever type hardware, by panic bars or push-pun activating bars. Locked exil doors, shall operate as above in egress direction. -·· - ~~:!J:-~, • J z 0 _, 1-: 0 i- 4. Maximum effort lirJ operate doors shall not exceed 8.5 pounds for exterior doors and 5 pounds for interior doors. such ., ..... pull or push effolt being applied at right angles to hinged doors and at the center plane of slidint} or folding doors. I 5. The bottom 10 indles of all doors shall have a smooth uninterrupted surface. Where narrow frame doors are used, a t/) wz C, 0 t 0 inch high smoolh, panel shall be installed on the push side of the door. 6. Thresholds shaR !IOt exceed 1 /2 Inch in height. 7. All exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (U.B.C. A o· Sec 3303 (cl). EJll:eption: this requirement shall not apply to exterior exit doors in group occupancy if exit door is ....._ identified with a 1 inch high decalcomanla lettering "This door to remain unlocked during business hours.• The ~ locking devise nrust be readily distinguishable as being locked. ._ £:C e,_ 1,..fbl"C"T oo-? ~ r1r--: 10H r'l?R f(ti0 M f1N 1"7H .:;c.+te·pui,..e-i,Je,fe-"7. 0 0 < 0. LL ' '\ \"' ~l M1't.- f,AI N teo to MAtcrt y-lAL,t.. . "' --.___ ~t~_ /,bL--. .ACnY Ff. I'<--e~t, e1,,.fY. r AF---r1 + 1 ot-1 I ~ tt) ~~" N t ',1-eo coz ' .~ fj._,l:'n;..;:'.·,: date: ;~,~ ... t;i, drwn: chk'd: job no: Ii~! rev1s1ons: &, t:'i'[? ~,,1 ... ~ • 0 (.) > ..J a. a. ::, (/) C, z -m :E ::, ...I a. <C z <C -C z - cC . 0 .. 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Ca>,forme 9210S {61ft) 260·1973 date: · ?;#1t;.-bf> drwn:DMM chk'd: Jiob no: · tt.o/11 revI)1ons: . ■ c( Ou 0 > ..J a. a. ::::, en C, z -m :E ::::, .. Q c( m Cl) ..J a: c( u ·- -I .a. Cl) ~ <( g Zo <( ~ c~-z~ -u sh1eet no. II~· 2 f I' t fi ! ~;' i h I ' i ' ' - I I j . I I UHA!hI. FAN l15v'., '"'· l,OFLA oT - I I ! ' • f 111 I --.. ,. I 1 b, • ·"1 ' ·: -~ I ' . I I ! I 0 • i----t I I +---1 1.r.,,~ I ;:_:¥1 • • ,--, I I +----'- ~I I ~ I CD SWliCJ...iEz, ::>1--lowt--J AT THI~ l.aATk:?r--l ~E l.aATED Of...l Ti-IE. f!l<$'T f~. @ J-~ For<-fU1'U1<-~ L-1~1rJ~ A1" Fl~~.,- . f"lA?~ 1-~ve.L. veie1Ff ~ Hc:>ut-117~ ~~i~r--l-r, . (!) i::..::,I,..) r-1 -r o · I -..-r F LCo~ CD fl_A;;fL f1c>UITTIW i::,JpL,1'3,)(. ~.,..fj'~W::, f -r~t...eh-tor-J~ ~J-n ... e--r, HU~L-t, ,If ~-4:'Zo.3I ,S,-~..iii>, <0>-,i.8,P,,. ® w~-rH~FZ-f'~ ~coF Hou~-r6.0 ~!2C~f'r~ I t-----+ I I I -+----4 I 1. =¥, r:,._ ' t---- I I ..L, ___ I- • '\./, ' '.2~~- ' . t------1-' I I .j.... __ _j. I ~, ,z (pa. • I =t(1 21{ 1---"4' ' ' I I +----+ ' --7 I I -L-~--1 "\./ 131 -i---4 I I +---_j_ I ¥1 I ,z_e,,,._ -t--, . I I -l----+ I ¥,cl '2<!. =bi '2_(.p,,_ I '2.;:p 1 ,-~, ,z~ :!'!'~'"":1.1 ,'. '•:' date: ,.. . ~-,~~~'!;) dirwn: chk'd: job no: 11~11 re~v,s1ons: • cC Oo Oo cC m tn ...I a: c( > ..J a. a. :::, u, . C, z -al :E :::, u ...I .0. tn :-:: -<( g z <( -C z - Q c( m tn ...I. a: c( u 411161:f#J' K QUb[ (6 · sfieet no. i\ssociales 5005 Te,:.ai $, Su,1e 206 Sal" Die-go Cal,IO~"I,~ 92106 1€191 26(; ·,973 • \ TYPE B C. D I ..... . FIXTURE S.YMBOL CJ □ I o I . 0 o -0 0 . . MOUNTING TYPES LIGHT FIXTURE SCHEDULE MANUFACTURER CATALOG NUMBER !WATTS VOLTS MTG. LAMP TYPE REMARKS 1..:,rti 21Jto 1'\!'2. :io5 L.: i<q 2. C'-7 )2o 4cy:-Hrs, e,ir:f? I 17e> 11;; 120 c:~ 3·F40 Ti1/!:'-<S:>/WW/-"~, flU/.?R.f-<'.'.:£. E.W -r 'Z·F-!O T '2./f('..<.--'./i,.J1,.J/C:~, fl.:Jvf'.e::<c....w T ~4 1ic t:.!'2-2 -'-1 i....i fl:.. Fl_u:::c i:,~f.:<~ '--J T l'ZC 120 :.JS 'Z -G,Ol..J A-l"l IN'.'.:AN t')e SC-E. kJ -;" t:? I WS-WALL SURFACE I WR-WALL RECESSED I CS-CEILING SURFACE I CR -CEILING RECESSED I CH CHAIN I PN PENDANT u -UNIVERSAL I G-GROUND Ip POLE 11--At-/'::> == o ""'t-1 ,s ~ i::-, '1' ":=>.I?, E:,i .,!e. CO,\ PAD~"lf'oUSo,a_~ I etr' e..E=..cT, cot-I~ t -ro -:. C;· ~ ~ e co. 1- p,eq~ :-~,~ I I ';.i I I ' I ' . ' '::,-':l1'f'\'L ,c,o/ 1$-7(0 .::U, _,jb ' U F-ef', I O Gt,i Q -:;--- • V L.'.h, ___ 111,2 ''c-, 4 $1 1w' C,I.), "IP-------1--'2.'?. -4 °" ~o ii-lw,, c::.L.I. f'NL.. PN l. II e II , DIA(g~AH VOLTAGE IZ0/2)8 A. I.C PANEL ....8 _..,.IJ2-,@~--LOCATION E;l.EQ"g:k:'.;. /i;'d:;,H FEEDER SEE C,lf:X;LE LINE: .. MOUNTING MAINS I I IC-6 ,",NI :::( PUSSING_,,Z:Z~:'SA,~~---PHASE "3 WIRE A- ?URE)ALS: FEED E:,'.)~:[DM LOCATION f-cc---Wt-A_TT,-A_G_Er-:---iLTG REC MIS BKR ::IR ¢ ::11~ BKR MIS REC LTG WATTAGE ,. C ¢A ¢B ~C ¢A ¢B 'I' LOCATION C'FFiCE. 3 B 4 11? 13SC " 5 C 6 ! 'Z, 17 7 " 8 I 142€ 9 B 10 2, i • ' 11 C 12 1 C Ak. wl--.117" I 144> f >,(). 13 A 14 1 1 PU'T "F' C.KT 1-:i I IC,(:, -· .'Z, 15 B 16 f '} 17 c 18 1, ~) :. '".~,€-,4- '-' he,,\- 1,..;I:...:::~:...::· 1e1~f'!,'._• :::::!uc:.!·1-J.::!.-.2c.; ·-+-=6oo=-+---1_ a.-,...,+---+--+-1----11-+-i-=3...:..1+-A+3-2H-. +-+-+:z~+1'""~-6o--t-=-,.., 00 ---1,---+,___:.-_;_-1-;-'e~----.*l rv'-" &'-" 33 B 34 j '"7. sfK-E c::+-.JL'f --31 A 30 -Gr:~e D ' 39 e 40 , 41 C 42 " -I, SUBTOTAL 7E7".'I CR101 7111? "-"lllr-~ !OU TOTAL ~ A 17 29'=> ¢ B !<!:5,7~'5 ¢ C ]7,6~ 1 TOTAL LOAD 60.~z WAT1S AT l?o / :Zte> V,3 ,4W.= 141 A HIGH PHASE 17,6/q,'2 WATTS AT i,i,1•; V.,1 ,2W.: 147 A c.:QC,cJ1-Cc'.'-Tf!.C~LS.D t>:;1 ZCA ,4-F" "'."l..,.,f:. C.lcC.K . r--rr;::i. N c,e.rAP1~'fE: S.,IGLC~~('E,. ADJ;:,.C,[::.~T TO P/:'~FL., c11ZC,l.J1-r U?N'fJ'<OL.U'c-D le'"( 'JDA, 11"' Tlt-1E:. C-k;X,i<; P-ND ~W yoLT. f;:'.f2..lAY WS 0e.-re-Cf ~C>f<MALc-"{ Of~ u,-.j'f,t.c"f-:,, H'fD. 11'-l -SIE:f"M,.xfe., ~i--Jc.L-,a::,J~. /.>OJA~~1 ,~ P.Al---11"'..L.... -'::~~"- hf-ff:',f-.,,,•f H ~ I f'Cf?-wr-Jr~L-Pl~~' VOLTAGE 1;;?0 /rJ.?~ PHASE ___ '7':> __ _ WIRE ~ MOUNTING "?l,,l :":Ef-,,-E MAINS Li.J6~ c;,,_;l.,y BUSS ING '.2.'4 "'2&, · FEED e<?ITct::J LOCATION WATTAGE WATTAGE ,------..----; LTG REC~IS BKR CIR ~ CIR BKR !MIS REC L TG f--,,----r-.,,..:--,--,---i ~A ~B ~c ¢A $ B ~c ,z, 3 e, 4 '2 ,Z 5c6 ,Z. 7 • 8 1 9 B 10 11 C. 12 l 13 A 14 15 B 16 17 C 18 19 A 20 21 B 22 .,23 C 24. -25 A 26- 27 B 28 29 C 30 31 A 32 33 • 34 35 C 36 37 A 38 39 e 40 , 41 C 42 , SUBTOTAL ~,;>1:;;r,? ~e,r.,o TOTAL ¢ A 4JJO -¢ B TOTAL LOAD ___ _,_11'.'!<P,..,1¾-':0,,,-__ WATTS AT HIGH PHASE Jiio WATTS AT I e,10 A A LOCATION ?Llt-1f' PUl1P J,, i --------------------------------. 5 ----- 'SW11'c;.H,<olt-i&jl..e: FbL.e:, i~c,1..e:-, r-101.Jf..iT AT t46" U,O,N, ~WlivH, DOUE:;>L..E. f'OL..c, Toao,~1.1:., Hou,.J1 AT t48" L.I ,,;;>, i-,!, eiw11~, TH~-e i'tX-S, T~~L.IS, r'k:;::>LJl'-lT AT -t4B" u.~. N. OL.111..E;T e,ox WITH C<?t,..liF<Ol-~ITG-H DE-~1'-"!N.A.i!ON. '<ow1-rc..-1, 1He::r<-l1AL-oveJ2-t..oAo, e1r-Je::i1..e: fZ;>L-&.. -Shi!TCH, INOIC,A"flNC., OUTL.e.T 'o @iFi-OW-EO. 01'?CONNeCT 5WITCH, f • fU':>f:.O, C • c11<.CL.!1T e,~e::AK.E:f<l..., t,I..AN "-" NoN F' LJbE.D, f<-Ail ~ AND No. OF ft:)1..1:;-<;;, A'a:> INDIC.Ai&O ON D~....i1~~ f<.E.C:Sf"IAC.I.E, DOUel.E OUPL.-E;)( Di.JF'~E,X C.ONVE:-NI E:NC.ii-12.6.Ce.f'iACL.E: I ~AI.L. HOLlt-JT AT ,.1,z.,, i.J,O,N, JUNG"flON eox, WAL.L-MOL.IN1'E=D' JUNCTION !::OX, CONC-~l.-i=D Aeov'E::. c:::,E:1 L.IN<:q. 1e1..E:PHONe ouTU:.T, _..JAL.I.. t--1ou~r Ai .. 1'2' u .o. N. iH~fc...."-10":liAi OUTl..E:,"T 0 e V IC, E. r10U NT! iJGi H'E I""! Hi • F'I N I':> H F L.a:,?f<.. 'TO C,f;'N rep.., , F'ANE:L.., ~ece<oEieo. PANE-L, 5Ui'FAC:e. MOUNT e.o CC>1-40U11 CONC.e.AL.E:.D 1r-1 ....IA1..1., 012-AP-x?ve c..e11..1i-li.::j C:ONOUIT WNCE:.A.L-eO IN Of,<.. UNDE:f2.. f'L..a:>P.., OR.. U~OE:.f2..~ ~UND. CONDL.117" sx,f\::;'£,eO Ill ► ft?HE:~UN iO i",..,_Nc.l.-HIIH ?.ANE:.1.. ANDC112£i.11T A·'2,4 O.;;.S,~NA11C'N 11'-l<'-'o INDICA'TE. NO, OF'-t-,Jo. 1'2. A...-J6'1 W1i2.e;':> IN CONDLJIT NO TIC:,!(.'::> 11-J01c.A1E:.<;;, '2. tJ:?, 11.. wlfl..ee. IN C,oiJDUIT. -i-COt-.iDLllT, 'Tl=-1..E.PHONE::, 'SI-Z.E A'3 NOiE:D ON PLAN':> ----<>. CONDL.111 ~!'oci<. UP, CON DU Ii ~I $E:. r-,.. DOi-J N, ~ L.e: )(i ftil..it coiJ Du Ii l.lc'.::l HT IN~ F 1i<1 iJ f'-.t;. WI TH Fl)(TLl,IZ.E. O~NT I 1'(, l,,.j.A, TT"'9E.1 Ar-10 I"' xrur<-.= Tf PE. oe.'='16'1N~<r10N<o. LJ.i:,.t--l, i,.J p ut-i 1..e<S':> o Tl-ti::ru,J 1se t-io·r 1::,0. w eA T 1-1 ~IZ. P~COF l.__ __ .,cy ____ H_o_-r_o __ ~ _______________________ _, TITLES INDIANA PLUMBING 25712 SQ. FT. LIGHTING POWER & MISC. AIR CONDITIONING TOTAL VOLTAGE 120/208V30 SQ, FT, W/SQ. FT, TOTAL SQ. FT,. W/SQ, FT, TOTAL 25712 25712 25712 1.5 6. 5 4 38568 167128 102848 308544 DIVISOR 360 AMPS AMPS KQU6E 0 J\ssociales 5CHJS T el<as S1 . Sut1e 206 • S,:111· Diego Cahtom,a 92106 (619) 260,'973 date: f?-1:'1-eiti drwn: chk'd: job no: 11 C?1 I rev1s1ons: • ,c Oo Oc <C m t'l ..I a: <C 0 > ..J a. a. ::, en " .. z -m :i: ::, ...I a. c( Zo c( ~ -Cl) C _, z~ 0 - sheet no. II~• 4 • Certificate of Compliance (Part 1 of 2) ~Ul"f'L '( C.O. , Pn:itactT& µGH ""40 /\-~ct:. Projoel -ngin-Buiklng Pennil Number C Als, L'=>l';>AO OAK.'2 ProjOCILocadon CAt?LSBAD 7 Cily/Town K Ev I rJ 5\!.E I< K.E C&mateZone OB-1\-f,e, Docurnentadon Author Oo1e Prescriptive Approach/Performance Approach Strategy -I CECOccupanc:yType •• , • , , , , , , IJ/.A, ' 2 USC Occupanc:y Group/Division , , , , , --•1----- J Package Setecl&d • • • , • • , • , , • ~l---- 4 Grou Conddoned Roor Al&a , , , • • • ft2 Roof and Roon 5 Proposed Roof./Cemng R1 (CF-2, CF-3) , , -l--hr.F-rtZ'Bn, 6 Required RoolfCailing At (CF-2) • , , , • hr-F-ttZ'BIU 7 Propo,ed E-., = At (CF-2, CF-:l) , , hr-F-h2J8tu 8 Required Ex1&rior Floor Rt (CF-2) • , • , , hr-F-ft2/Blu Walla 9 ?,oposed Opaquo Wal Rt (CF-2, CF-<l) • • _ _.__ hr•f-h2/8ou 10 Wall HeatCapecily (CF-:l) •••• , , , , Btu/F-h2 11 Aequ,ed Opaque Wal A1 (CF-2) • , • • • hr-F-h2/Bou Gazing tn w.n. 12 ExtoriorWallAr1to1(CF-2) •••••••• _..__ h2 13 TotalGlazingArea(CF-2). , ••• , • • tt2 14 Proposed Total,Pen:ent (Line 131 Line 12) • % 15 A-.go Total SC (CF-2) , , , , , , •• ~-+--- 16 Allowed Total Glazing Percent •••••• --+--% 17 WeatExleriorWaJAtea(CF-2), • , .• , tt2 1 B West Glazing Area (Cf-2) • • , • • • • • tt2 19 ProposedWeatPon::ront(Cf.:Z},,.... "'- 20 Average West SC (CF-2) , , , • • • , • _ _,___ 21 Allowed Wes.t Glazing Percent • • , , , • -+--% Qaxlng In Roof (CF.&) Proposed . Alic 111ed 22 Skyllght1 • • , • • , • • , ___ __.__ h2 23 Skyfight 2 ..... ,. ., ___ --l--h2 2A Skyllgh13 ..... ,. .. ___ _-_--+-+ _-_-h2 25 Skylight 4 .. .. • .. .. --==== --'--h2 26 Skyllghl 5 , • • , • , • • , -----'--"--h2 27 Sllytighl 6 .. ,. ., ,. , -----1--h2 28 Skyfight 7 , • , , • , , , , t12 29 Skylight 8 , , , • , • , , • ___ _..:,t.c._ 112 Ughdng rSH P,m 2 for AdO.tional ?et-10,manc:& Spec1t,cat,or.s1 30 Propoaed A<aU&lod LPO (CF-5) , , • , , .ML Wa11.11h2 31 Al-,! LPD (CF-5) , , , , •• , , • , .J.c6Q_ Watl&lft2 HVAC !See Pa,1 2 !or Addil,onat f\lrlofmMC-1 Soec1l,catioos) 32 Performance Sol S.OCIOd , , , • , , , , _H}A_ 33 Proposed Fan Wattage Index (CF-4) • , ._ -=~== Watts!tt2 34 Alowed Fan Wattage Index , , , , • , , Watts1t12 35 Proposed Cooling Power tndax (CF-4) • • ~_,____ Btuh/h2 36 AICIW9d Cooling Power Index , • • , , • ~-1---Btuhlh2 37 Prt>p05ed Heating POW8r Index (CF--4} , • ~-1---8tuMt2 CF-1 For Enforcement Agency Use Ont, Slgnalure and Reglalralion Stamp Oal8 Field Checked By Approved By Performance Approach • EMrgy Budgo< 1 CEC Occupanc:y Type , , , •• , • • • I.) /A I 2 uec Occupancy Groupll)Msm • • • • • _...__ Date OalO 3 Condlioned=Area.,,.,.,., 112 • Budge1 Table ............ , 5 ADowed Energy Budget (WS-1A) ••••• -1---~r-ft2 C.lculatod Annual Enwgy Con•umpUon 6 Approved Calculation Method • , • • • • 7 CEC De&ignatlon •••••••••••• ~<-- 8 Multipl,ier •••••••••••• , •• ~.__- EaU,nalod Enorgy U.. 9 Hooting • • • • • , • • • • , , , • • • -1---k8tul),r-tt2 10 Cooling • , • , ••• , •• , • , • , • kBlufyr.Jt2 11 Fans • , • , , , , • • • • • • , • • .. lt8tuf;r..ft2 12 Lights , , , , , , • , , , , , , , , , , -1---k!ltu/yf-lt2 13 Miscelklneous. Equipment , • , • • • • • k8tu/yr-ft2 14 Total .. • ,. , ,. ,. ,. • .. .. -+--kBlulyr-h2 15 ~. Total Energy Uae (line, 8 x h 14) • . -'L--k8tulyr-ft2 Compliance Statement Genotal. The propooed boildng -In It.ls Ml ol compliance documentalion is consistent wilh the other complianc. forms and worksheets. with the plant: and specification& and wilh any olher calc1Jlanons ot c:ompurar runs submift8d wilh this permit application. Performance Approt<:h. (when applicabJa) The en&rgy partonnance estimate presented on thil form was calculated using the approved ca1c;ulation malhod Indicated· abow and with the CEC establi~ed fixod w,d reslrictOO engineering ioputa for the applicable climate zone and occupency t,,pe. Prescriptive Approach. (whoo applicable) The propo56(j butldng ha• been designed to meet the Nq!JirGJ1'18nt$ ol the Altomative Component Package indicated above for lhe appropriate OCC1Jpancy type and climate zone Signed Name/Tille Company Address Cit)I/StatolZip Telephone Calil. Ucens• Number 38 AIOW&d fi0atina PCM8r lndax , , -~ru,.,hle,lt'-2---------------,,,_cc.=-=· ___ ,-_ === 24 X 38 PRINTED ON NO. 1000H CLE.11,RPAINT • Certificate of Compliance (Pan 2 012) ~>~ AJJt:11o1N6 swPPL.Y Z6 KEvr,J BRP KKc'. , K>Zll$E :J. 16€;,d'... ~ta11an Jwlhoffrwm D•• 0?>-11-f'>B CF-1 For Entorc.mant Aga,rq u .. On», Checbd 11; , Bolh pwu, ona and_ 1wo of thia c.tibta of Comp11oo1.ce mual b41 lnduded with each buildng pennil application fot !he above not.t building and appea, " on Iha plan• 1ubmitt8d ,o, app,ova.l. The butl_dno leaMa1 and raqJl'IHMnts r»J)J1t-.&nt~ on !tie Cort.ilk.ate ol Compliance are adeq.Ja111 lo adwtve oompbance with !ho a.ec:::ond oonemt1onnonr&•1denllal wu,,rijy atMrlard• !or tha b.J1ldng re!ttronoed a.b<No. The bu1k:lmg te&1uras and 10Qwremeni. are I.ISO aooquaia to, any •I.lb~• att,wation1, modftcabOna or addition• IO !ht b1.11kMg. --One Name {Print) N...,. {Pnnt} owt,-1Eig , KRLl±,e: , A'??'.'.X· E.nfon:amtNll J,,,ganr:.y Sign&"'-o •• 0-., N"'1M!t (PMt) !itliwComp,iny N~ Addlhon•I 1'rfo,rnance Appro.M.;.h Slr•lagy Sp«.irlc.atlan• LIQhling N.,,.... (Print) Ti!!lllllAQency Addrau HVAC Da• Lighting Summary and Worksheet (Pan, of 2) CF-5 / l IQ/ • '• A I \Mn " '-~ C., If Pl'( /' r, Project I 1ae Ke;;v,rJ 5geic:;'fe , Kls'Ue,e i M.£:a:. Documentation Author/Firm Proposed Adjusted LPD 1 Tow Buildlng Wall& (C~~) , , , , , , , ""2¥Q Wana 2 ConlJ'OI Credt Watt:1 (WS-58} • • , • , • -Wa1t1 3 A<\U&IDdWatts(Un., I -Llne2),, • , • .J?,60 Watts 4 Condtionod = Area , , • , , , , , • ~ h2 5 Aciu1ted LPO (Line 3 I Une •> • . • • • • _ML WatWtt2 Whole Building LPD Luminaire Schedule A e C Luminairv Reference in Reterenco Conswcoon Code Documents LumU'laire Dew-lption .0. "",. ?_''1' a -~~ -_, U' . For Enloroement A09ncy Uaa Only Chocl<ed Bi o ... Tailored LPD Approach (when applicable) I Walt& lodC: A• DIE (WS-5C) , , , • , , ___ Watts 2 Task Watta fo, IC:£ & F (WS-50) • • • • Watts 3 Non-Task Wattt 1or IC: Ea F (WS-50) • • Watt& 4 Tuk Watb for IC: G, HI I (WS-5E) • • • WB.lll 5 Non-Talk Watll tor IC: G, H & J (WS,o5E•), Watli • RelailM'holesale SIDre Lighting (WS-SFJ • wans 7 Total Alowed Waltl (llnes l-6) ••• , • , Watt.a 8 Conci!ioned Floor Area • • • • , • • , • 112 9 Miuimum LPD (U\e 7 J Line 8) • , • • , , Wattsltl2 D E F Numberol Wanaper Luminairei Total Luminairea (ind. balla&t) w ... . -, 11~ ~ ?.';;? I ~er -·1 UI'. "' . 'Z. 1G 150 ,. i,''{..J •~ .,C:: I LJO!t. v ,-O,lf'> r. p 11,.1 ')_-IU C...I 101... ~-, I ,.., I ,_ "1 ' F-,_1ALLMi0' ..... , ',.,. I 1'7n I,,, r , ui"AL I .., Mandatory Measures Checklist Jt;101,oiJ,., f'LuMe,1"1G. swPPL-'C <O rtlf8CI Tide Kevi i,\ ~ge:K',;'.€, , au!:£ 1 A« oc Documentation Author/Firm oli.» o~-11-ee, Ra-.... .. ConsllUCtion IJoromenlS Envelope Measures ( J Ceo1lfted lnlulation ffllltllall per 2-5311(1) , , , , , , • --- ( J lnsula11on lnalalled lo .-t llamo sptNd and smoka ---•ot2-5311(b), , , , , , , , , , ·--- ( J UrM ~ loam inlulodon ls installed per2-5311{C). , • , • • , , , , , • , , •••• , • __ _ I J Rooo1111...-napoelhd01per2-5313, , ••••• __ _ I I N, lnlhallon,. mi.....lzad"' apedfialdon ol tested manufactured doorl and windows and proper sealingandwe~asper2-5317 ••••• , ~-- Lighting System Measures 1)4 C4<1llled __ .. per 2-5314(b) , • , •••• --- ¥ -ndentca,ln>lwlenclosed818Uper2-5319(a) •• __ _ ~ Manual -Ing n,acily a.:ces~ble per 2-S319(b) , , , ~-- b4 Reduction ot lghllng load lo al lOast one holf per 2-5319(c). Occupancy sensors or programmable timers meeting CEO criteria may substitute •••••••••• __ _ I J Sej,araa,swilchlngofdayi1.,..,per2-5319(d), , • , __ _ I I Separate IIWl!cl.ing of dlaplay 1111d Ylllln<>e lghting In retall anchvholeSllk1110res per 2..s319(h) •••••• ~-- 1 J Automatic con1IOI of -llahtna In ,.,,,a and wholesale stcres per 1-5310{h) , • • • , • • • , • __ _ I';,( Tandem wiring of ore-and lhrw-lamp lwnlnailes per 2-5319(i) .•••• , , • , ••••••••• , •• , __ _ Daylighting and Lumen Maintenance Controls (when applicable) I l Unilormly lumlnltlion ,_ " -per 2·53 t9{e)1 • • • • • • , • • • • • • • • • • • • __ _ 11 ~~~~~~~~~~':.~~-. ·--- 1 l ~-~We};~-u,-~~~ ~~g ...•..• __ _ [ I S1ep..witchlnga..ic..w11t.Mpero11cn""""'8n on/off setting& per 2-5319(•)4 •••••.•••••• ~-- MF-1 For Enforcement Agency UN Only Checi<ed By bate Refatana, in Cons!NCtlon °"'"""'"ts I l Pt.otocel oenaors wl1h • clf!using .....-and no opaque cover per 2-5319(e)5 ••••••••••• __ _ I ) Manufacuvr's lnslNctions pro,lded lor lnotalladon ondcat-per2-5310(e)6 •• ,.,,,,., •. __ _ I J "-lnstol1allon °' """'ol• lndudng 1M8M loc"1lon, ~Tflcation ol lnitial calibration end c:ornrot of luminairet only within daytit lll'8a per 2-5319(•)8 ••••••••• __ _ [ I Vlstile or audible matfuncdon alam'ls per 2-531~g) ••• __ _ Occupancy Sensing Devices (when applicable) I I Fldo,r"'"' --, and no pn>maltlnl lamp lailura par 2-5319(8)2 .••••••••••• , , • , • __ _ [ I ~-t~~e;~.~,~-~.':~~ ...... __ _ [ I Visible or audbte maffunction alanns per 2-5319{g) • • • __ _ { I Limits-on emissions per exceptions to 2-5319(&) • • • • HVAC and Plumbing System Measures I J Piping lnsulalod as required by 2-5312 , ••••••• ~-- ( J Ce.tiffed HVAC -ipmenl per 2-5314(a) , , • , •• , ~-- ( J Certified plumbing oqulpmont per 2-531<(a) , , , , , , __ _ 11 H""llngandcoc<ingoquil)menlefflciencype,2-5314(b). __ _ [ J Piodess lgnitlon ol ga• appl"'""'• per 2-531<(0) , • • , __ _ [ J AUIOmadcconRIBfcroff-hoursper2-5315(a)f ••••• __ _ () Thennostatsetpolntroqtjromonts per2-5315(a}, ••• __ _ I J Soq-.Hal conlrol of heating 1111d c,,olinJI per2-5315(a)3 • __ _ ( } Automatic exhaust Can dampert par 2-5316(b, ••••• __ _ I J 'T!.enno-conll'olsforeach"""'per:,..5315(b).,., __ _ () Venlilationprovldedper2-S316and2-5343 •••••• ~-- (] Heaterafordomesdc:hotwaterand/Orpoolspe,2-5318. __ _ KQU6E 0 I\ssociales 5005 T e~as $1 . Suire 206 San Dteoo. Ca11torma 92i06 f6i9) 260-1973 RIEVISIONS • 0 0 > ...I CL CL :::, (/) C, z -m :E :::, ...I .0. <C z <C -C z - or ... rnKf-!B Job UPJ1 I Sheet .. Q ct m rn .J a: <C (.) 0 ~ <C 0 Q <C m (/) .J a: <C (.) ,~-5 01 5 Sheets BY ! j I I I J ! ' : ! ; ' ' i I I I I ' I I : I / I j /. / ; ! I / / I i i ! i ' /' // ,/' / / / / / BROOKS PRODUCTS INC., NO. :J 01:4/N BOX WICAST ff/ON GtATE.,Oii'EOUAl Wf:JNOTROWEL CONCRETE TO ~ ---,_ PROV/OE SMOOTJI S/JRFACE • TOP or BOX ELEV. SJ/OWN ON PL4N FIN/SJ/ G/eAOE ',...---CONCRETE GROUT ......____ SAWC/JT ENO OF PIPE W PROV/OE 05% MIN GRAOE /INLE55 07JIERW/5E UNIFORM RIM S!IOW N ,.,.........,__.__ ON PLAN" .J _ PIPE SIZE '-.._ -+--+----J-p,""ER PLAN ·L--L-;,,,f---,;:----~ FLOW LINE ELEV. -----TEE 01{ ELBOW SJ/OWN ON PLAN PRIVAiE DRAIN ., DETAIL: GRATE INLET-TYPE'2' I FF 3~8.\1o P/JD 397 55 i 5" PCC f'O/IJCRETE OVER 4" S~ND LF\/1:.l. FLDflf2 I I .l ~ .., I I I NOTES: 1. 2. ALL GRADING SHALL BE DONE UNDER THE OBSERVATION OR A QUALIFIED SOILS ENGINEER {AND ENGINEERING GEOLOGIST) AND IN ACCORDANCE WITH THE RECOMMENDATION AND SPECIFICATIONS SET FORTH IN THE SOILS !AND . GEOLOGICAL) REPORT FOR: \ 1) "AS-GRADED GEOTECHNICAL REPORT, CARLSBAD\ OAKS BUSINESS CENTER, CARLSBAD TRACT 74-21, LOTS 1 THROUGH 22, CARLSBAD, CALIFORNIA" BY SAN DIEGO GEOTECHNICAL CONSULTANTS, DATED NOVEMBER 17, 1986, JOB NO. 30012-10, LOG NO. 6-6563. . 2) ALSO LETTER ENTITLED: GRADING PLj\NJ1EVIEW PROPOSED COMMERCIAL BUILDING EAST 112 OF LOT 16 CARLSBAD OAKS TRACT 74-21 CARLSBAD, CALIFORNI_A BY SAN DIEGO GEOTECHNICAL CONSULTANTS DATED MARCH 9, 1988 JOB NO. 05-7449-001-00-00 LOG NO. 8·1274 CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF LOCATION OF EXISTING FACILITIES. 5. 6. 7. 8. 9. 18. 11. 3. CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR 12. TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. CONTRACTOR SHALL NOTIFY THE PACIFIC 0:LL · PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WOPK WITH COMPANY REPRESENTATIVES. I I ~ ~ 7 I DIJYLIG/-IT CUT \ i ·\ JI J J ., ,) c--- ;:~,-~ .> BE.FORE EXCAVATING FOR THIS CONTRACT, ½ERIFY LOCATION OF · UNIDERGROUND UTILITIES. THE CONTRACTOR SHALL TBLEPHONE FOR: i \ 235·6~23 1:3. GAS & ELECTRIC COMPANY TELEPHONE COMPANY & FIRE ALARM SEWER: CITY OF CARLSBAD WATER C.R.M.W.D 800·4~2-4133 438-5J04 438-3367 j 438-1161 !-80C·4ZZ 4133 14. INSPECTION ALL UNPAVED AREAS TO HAVE A MINIMUM GRADE OF 1.0%. SEE ARCHITECTURAL DRAWINGS FOR BUILDING TIES, DIMENSIONS, DETAILS, ETC. SEE PLUMBING DRAWINGS FOR DOWN SPOUT-i. 15. . '16. SEIE LANDSCAPE DRAWINGS FOR PLANTER, WALKS. ETC. PAVING THICKNESS IS TEMPORARY FOR BIDDING PURPOSES AND SHALL BE VEIRIFIED BY SOIL ENGINEER DURING CONSTRUCTION. ALL ELEVATIONS SHOWN ARE TO FINISHED GRADE, UNLESS OTHERWISE NOTED. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM I ·_sw "LE f'CC , ·.; Ct!Nt!'f/ETE 3.D' {)Fl: flit[ Of >+-,c-1 W/-lli i !"' ''40' --t--EX/5T ii : '; / •• i .• DAYLIGHT LINE !" UNDERCUT I i :/ SLOPE Sf'lZE C:A/ /;\/AL l PER ARC'HITECTUR/-IC PLIJNS !NST/rLL . 3" PVC [)RINN PIPES @ 10' \Dl' PER: D1£Tli!L @!?!GHf: \ ' ' i. I ' ' TG.'!ll'-!.10 . p 318. t,O ' \ \ ANY AND ALL LIABILITY, REAL OR ALLEGED, IN THE CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. i EARTHWORK QUANTITIES TO BE VERIFIED BY THE CONTRACTOR. CUT= 1100 CY i: FILL= 1100CY :!' CONTRACTOR SHALL BE RESPONSIBLE FOR locATING, MAINTAINING, RELOCATING AND/OR REMOVAL OF EXISTING UTILITIES. THE EXISTANCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY OTH_ER WI-JICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. ' \ \ . \ \ \ • \ \ \ • \ \ i I t THE IMPROVEMENTS doNs1sT OF THE FOLLOWING WORK To BE DONE ACCORDING TO THESE PLANS AND S~ECIFICATIONS, THE CURRENT CITY Or CARLSBAD STANDARD SPECIFICATIONS, SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION STREETS. STANDARD DRAWING$, AND GRADING ORDINANCE, AND C.R.M.W.D. STANDARD SPECS. LEGEND IIEM; STD DWG NO SYMBOi PCC CONCRETE PAVEMENT------------' . ' . . .• 6' CONCRETE CURB (PRIVATE.1-------u·l-------- SIDEWALK (PRIVATE,,..------------- STORM DRAIN IPRIV,\TE1------------~ =-=---"-'=" i CURB INLET · TYPE ~B' (PRIVATE)--------U•2:--- CLEANOUT • TYPE '11-4" (PRIVATE:1------t.·9•--- PVC YARD DRAIN (P81VATE)i----------------=-== == ' DRAINAGE DIRECTIO,,.. ____________ _ RETAINING WALl.{DdCi<)..:....SEE ARCHITECTURAL PLAN,_,_ ___ =-~~~ FINISHED CONTOU1H-------------- EXISTING CONTOU"-------------- .-----J'M.a...__ ---3,o-__ BUILDING WAL.L---t------------------ LOT LINE:---+------------------ SPOT ELEVATIO ~ I CUT SLOPES {2:1 MINI--------------f 'I' Y i FILL SLOPES (2:1 Ml~)-------------.§44(.:t,.;t,,p:;: BROOKS PRODUCTS,iNC,DWG. NO. 1212 • 12" SO CATCH BASI,,__ __ W/STL TRAFFIC GRATE CONCRETE DRIVEWAY·---------G· Z--- ?R/VI/TE GR/-ITE INLFT (T'IPE Z)-SFE DETIJ!L -= -= 5'/," PCC C'OfVf!RETE -1/£ CONC. SL/MP lA/flLL PER f+RC!-1/TECT'S PLIHVS f'ROVIDE 3"PVC DR/JIN P/ITT IJT JO' D.C. JEC7/0N R·,,CJ 't' : OETRIL : WRLL DR/1/NS NO SCALE HGH & /\SSOGI/\TES. ENVIRONMENTAL PLANNING• ARCHITECTURE• ENGINEERING 4877 rewridge Avenue, San Diego, CA 92123-1667 • {619) 27&-5750 · cv1 ~ 1r11,v « 11571 TAT5t. WAI R.C.E. 26433 · ATE JOB NO . date: 4-19-88 drwn: MPH chk'd: TL IN job no: 1157! rev1s1ons: • < Ou 0 > ..J c.. c.. ::, en C, z -ca :E ::, ~ C < m u, ...I a: < 0 ..J c.. u, ~ <( ~ Zc <( ~ -u, C ...i z~ () - (.JO z~ -Lt") 0.:::' L.U '1"2 L.U N z~ -o-, lJ ,-z .':9 I.U. •r---. u.i -.D 0.::: -.D ::)":-- f-M u~ L.UN f-0-, -I<C uu 0.::: ' <( 0 00 • Q! (.JO ~ C: z~ z <( Q) ...J :::J Cl.. C: ...J Q! ~~ z Q! L.U 00 ~:'§ z3 0-~ 0.::: > >l'---zto L.U-s:t- sheet no. G1 \ \ I \ ) .\. I I I I ~ ' I I ' l\:i I i I I :j I~ I "1 _I I l.l\ ! I ~ '( . ' I LANDSCAPE CONSTRUCTION NOTES THE CONTRACTOR SHALL OBTAIN ALL NECESSARY AND/OR REQUIRED PERMITS AND PAY ALL RELATED FEES AND/OR TAXES REQUIRED TO INSTALL THE WORK ON THESE PLANS. CONTRACTOR SHALL VERIFY SITE CONDITIONS PRIOR TO BEGINNING WORK CONDI- TIONS INDICATED AS EXISTING ARE BASED ON BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH OTHER TRADES. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DIS- CREPANCIES IN EXISTING CONDITIONS OR WITHIN THE PLAN PRIOR TO BEGINNING THE WORK. ' ALL MATERIAL SHALL Bl: NEW UNLESS OTHERWISE: SPECIFIED. LANDSCAPE CONTRACTOR SHALL MAINTAIN A MINIMUM 1% DRAINAGE AND FIN- ISHED GRADES SHALL BE RAKED SMOOTH TO ELIMINATE PUDDLING OR STANDING WATER. SEE GRADING PLAN FOR FINISH GRADE. A CONCRETE MOW CURB SHALL BE INSTALLED BETWEEN ALL TURF AND GROUND COVER AREAS PER DETAIL ON THIS SHEET. CONTRACTOR SHALL COORDINATE ALL WORK DONE IN THE PARKWAYS AND ON THE REAR SLOPE WITH THE MAINTENANCE CONTRACTOR FOR CARLSBAD OAl<S. PRIOR TO DOING ANY WORK CONTACT MARY JANE JAGODZENSKY AT BEDFORD PROPERTIES 438-2636. LANDSCAPE ARCHITECT SHALL BE NOTIFIED NO LESS THAN 48 HOURS IN ADVANCE OF ANY INSPECTIONS OR MEETINGS. OBSERVATIONS AND MEETING SHALL INCLUDE: A. PRE-CONSTRUCTION B. LANDSCAPE GRADING C. LANDSCAPE CONSTRUCTION AND FORMING · D. SPOTTING OF TREES E. IRRIGATION PRESSURE AND COVERAGE TEST F. PRE-MAINTENANCE , .. G. POST-MAINTENANCE (FINAL) \,TH rs FIRM DOES Nor PRACTICE OR CONSULT IN THE FIELD OF SAFETY ENGINEER- ING. WE DO NOT DIRECT THE CONTRACTOR'S OPERATIONS, AND WE ARE NOT RE- SPONSIBLE FOR THE SAFETY OR PERSONNEL OTHER THAN OUR OWN ON THE SITE: THE SAFETY OF OTHERS IS THE RESPONSIBILITY OF THE CONTRACTOR. THE.CON- TRACTOR SHOULD NOTIFY THE OWNER IF HE CONSIDERS ANY OF THE RECOM- MENDED ACTIONS PRESENTED HEREIN TO BE UNSAFE. ' ' +----~-,:::--,---------,---=-,,------------~-;:::,-- □ 0 oaooooooooooo □ooo a □ I c:'.,-J~J C)<r n:. i ------------- ' ' • I_ . /~:~," '> s rt: : / ~-===.--------,.i:---,iw:::=:==:i;,r----~ .~ ;Af-¥-i Nei ;:Sf2'f;' A ~--1 Tl Ne:i ~/'<.Nl:::iA1<.r·5 ( f-(f l,~/\l-":7'rt'~L-) [J 0 Con,crete mow curb. f?'I 4" layer of "Stream Cobble" 3/4" to 1 ·1 /2" dia. V available from Kor-Rock, San Marcos, CA 1 (8100) 831-7878 '3\ Polipropylene landscape fabric V w/ a,n EOS of 70-100. Minimum 6" overlap at joiints. 0 flnis;h grade @ Compact subgrade to 95¾ - D \ 6"--1~ 0 Concrete mow curb with weakened plane joints 10' on center and fell expansion joints mlnimu.m 60' on center and at angled corners. Top of curb shall be 1/2" above finish grade. @ 1/2" radius all edges (D finish grade 0 Compact subgrade to 95°/.; PEA GRAVEL MULCH CONCRETE MOW CURB ' \ \ I I \ \ ! /; ' \ I , I \ I I I I' 'I I ' I +-: i_ ~ L "--, -( I date: -?; /14/ 6 ) d r1,vn : l/-f::.Jtt chk'd: job no: I 11::-;,7 I revisions: ' j I I/ " ,. I ! ,., . MAKE' A/c.1. 1 A/c.2_ 1 2. ' EQU\PME"NT 'SeO Ar,J o I e. C>'I o 31o I l/!;'-140 a.,.,.p • Ci!rRT!FlCATE (lF COMPLIANCE (p,11,rt 2 o4 2) CF-1 M/P ---~-------------·------------Pl'"OJectr INDIANA PLUM&lNG SUPPLY co. I !nTorclMlent AQ ■ncy ' D•si9n•r1 HCH r.t A9SOC1ATE! ....... LOC:.ltiont C•rlnb•d ; Su1la1n9 P&rmit No ' Date, 4/ZC',110~ t Ch■ck;d-sY Dor.um11ntat10n1 CalfaK tn■rgy ServiCH I o._t. --------------·------------------------------------- SOtM P•rt11 on• ,-nd two of this C...-ti·Hcate □i Cr 'i <¥r-::• mu~t b• included wltl'I ,tact, bullchng pe..-.i,it aoplic:.ation fol'" tl-1• 11... " n-":e;:I build1ng, <lnd •PD•-on the pl•n• •uOl!lit~.ea for-.lpproval. Tr1· · •·• ll'·ni;: f1t•tuf"II& al'ld r•ciuir.«11tnts reor11santed an tha C,;ir!:._;_-!1<.:.t1~• of r ·1lio1.nc:!ll' a..-• adaqu"t• to .ach:i.•v• c:omiadanee with the 'l!!IC:OMd Qe-1'\ara~ion n.-:--,~· ,~.,;:Mi:1•~• ener1;1y •tamta..-da .for the t:IU1ld1MQ r•f•r•nc•d at:lav•. Tl". :::,~ild1'1't,, "<f~t,:J,..._,. .f.l'ld ,lt .• -••·•o'•. ", -•••'i.-r"•qu1r1tmants ar• •l ■o •d•quat■ for any <;1ub,i;aqu11r.·_ , , ,,,. ..,._,., cattan• or addition• to th• building. F'ROJECT TITLE JNOI~A PLUMAtNG SUl'PLY CO. :;_:719~ L.ClKl!R A-VE, -WEST CARLSBAD, CA. OTHER DES !ON£R Addr-•11•1 -------...-------------- Ctty1 •----•-------------•--- $igned1 ____________ ,..... ______ _ OWNER IND[ANA Ft.uHetNB SUPPLY co. WEST LOKl::R AVE. CARLSBAD, CA. Si~n•d1 DOCUM!tN"l'A f • -·: AUTHOR Calf1111< Eno1: -~v ::i•.-v1c•• 3D62 Kat." 1 ~t 11, H>'i' Lo■ Alami~o Cf 90720 :::n:-:q:tg~L __ «NFORCE:MENT Af'?.'".:Y N&ffl■I ___ -·•·~----- AQ•MC:YI ______________ _ r ' . l£C.EN.D W't 2. \0'S .s .c; - SOM :"'.1'1:TlF!CA"l'E l'JF COHPltANt:£ <o.art l ,:if :;?l CF'-l pa,;• 3 Q>f 4• ~---------~------------------------------~-----~-?J.C:tl INDIANA PLUM8IN8 SUPPLY co. t ~nforc ■ment A~wncv •~..,t"J'l1!!!rt HCH Ii AB90CtATE'!I. PERFOR:MP ':C: APPROACH Raef• •nd FloOI"• Fku:H/Culit,g Rt ·ic~ ... 2:.::1:1 twt·. Floor Rt (CF-2.::.J W.ll• Opaqu• Wall Rt ICF-2,31 Heat Capacity <CF-2,3) Ol•zlno in Wall• £utertor Wall Area <Cft-2) Total l3luing Ar•• <CF-2) Total Gla:inq P•rc•nt Av•r~• Total SC tCF-2l Wast· E:<t•r~or •.Jaq <CF-2) Wint Gl~z1n~ Ar•a•iCF-2l W•st Ol~t1ng Per-Gent AY1tr-.1g1e Wa!!ot SC Gle.:in9 in Roaf Skylight Area (C~-2> 3112 sf 998 ... 2B • .:t 'I. 0.91 SC 500 '11-f 3:'!:3 sf 66.6 % 1.00 SC '-·---------1 Build1M9 P1trm1t No t1ate, .,. -~ ------------------4/'JO/t~e·a I Ch1tc:K1td Ev En1tr4y lilUdQM Cf!'.C r'.k:cup;a.ncy Typ■ Ni M•d Condi.tlOl'l!td Floor Ar■• 492';' Total NUmtier of Floors 2 Cl i m•t• Zon• 7 Energy Elud9et (WS-tA) 1:5:5.2 Lighting C\djust/!lltl'lt {CF-!51 o.o EM■rgy Compli~nc:a irud9at •~~-= Calculat•d Annual En•r-~~ Can•u~pt10n Approved Calcul•tion NR COMPLY 24 P.-ogram Vl!t'"!HOfl Numo•r-1.14 U!ller L1cen,i;• N~1rnb■r 1:24'.:.': CiC D•s1qn•tLon CPO f;7 CEC Mul t:1 Pl 11tr i. 027 Entim•t•d En..-gy U9• {KBtul•oft-yr) H••tlnQ 4.0 Cooling 17.'."i F .. n■ , 14.= Lightino ~Ju•t-nt P.-oposed Adju•t■d LPO {C~-,,z.·?2 ~, • ., ~ qht:.«i ., ; C:IIPt•cle HVAC / nt ~•tmr 35.B ~ ~-021 • 36.7 ~0.2 lb.7 1., Fa.n W•ttao• IMd•:-c <CF-4l ,). 31 wf',lf" Tata! <SCH-l) Co0l1n4 ~~er Ind•1< <CF-4! ~•atin9 Poww-Ind•~ iCF-4) COMPL;ANCE STAT&:Mi;NT 3•.J. !'3~ Bt.unls+ 4<?. 7'.c Rtuh/!1-1' r 14~. l n, • .tl"Opo••C b1..2 l di r'IQ .-•pr-e1111nted 1 n tr,i • ••t cf comol 1 arice do1:Ui11•ni::at i-mn 1• ~on•1!lltent with the other ~omol1ance form$ and worksheets, N1th th• plans •nd soec1~icat!(ffl'll and with any oth•r ca.lcul•ttons or-compute.-~uns awbrn1tted wtth this o•r~1t apoiic~~lon. I ' I l;OUtPMENT 'PLA'TfoR.~'\ r.,-=-==~--- o.~.AL-c-----1?~ ":::~--.""': "'I .... () I I ~--~,N~ Fl~•AI¾ ~ , 1 -· ~n=======:::::x~~----1',PPo.•v•o ';,;;"1•L~"' e"'"'""'"-FI .... ~ "'S ,;I J : I ) r -, ' .. w --. ·=··' ........... : ~ .... :L~,, .•.......•. =-----~1-· ____ ~ I I \_ I I ~ :' ~ +:'. SOLJ\'1; o~ \ :r~~t'l!lt.~.~~~~~ ... --:.-~;;:,/t'llll,'J'l':I~~ ~s ~ ; 1...,-,.. ,•= <I"' ,,,, 7<~ ,,i...,; ... _ ~"l"I" ~-•>a,<•~£ -~ ... ' --i, Li,..1: \}uL "Tl\"'.• ------...,,;;t:!:::P 11 (':'"'•· ""'••·,..~.,.~ L~nu-) I I "'~~ s:;-..-,-,-,~~, ·-=,~•~" ~~J• ----C1t>,C«.li l!,Q,;:111{ ;,R i 't<>"-i;c,v..;1-, """"'' Sf'lccs. • It) I <' I I IIM(' ~Lac):_ ® 'l r:,r,,,'( • 1,;.,,.,I.:)'-. ·~ ©" 0-(.HA., AC. U.NiT A~ ,(i:.co""MeNbli::t:, Q'i 1:C.-,.\ () i"' "I "I"'-F "''-·n., . .il. >i' "- \.\.'l II: ~ \ <:rt,.\ -'-"1 I 'i. it N "T tiD, NoTG: ·o·· lttl.t"IINA\.. tl\~'-f GG u-11.E:ti. l"l 1..£,v.. of '\,,.J" oo-j \.IE:11-i' ?<A..-. I:> U..f':l\iS • Cl.\CCI<:. '-I.Nii b1..,51V1"\ · -=-= ...... I r •. ,-,r TITLE 24 MAt1DATORY REQUIREMENTS - (To be noted on plans or specifications) . -..... GENERAL NOTES: l, ALL \',ORK SHALi. CONFORM TO-ALL l.OCJ\L CODES.AND STATg ENERGY TITLE 24, 2, HEATJNG AND COOLING CONTROLS SHALL 1-lflVE THE CAPA!l!Llli' OF TERMINATING ALL""l'iF.ATING AT TEMPEP.ATURES NO r,'ORE Trll\H 65 • r: /\ND TERMINATING COOLING AT TEMPERATURES OF NO LESS THAN 78 • F, 3, INSTALL BACKDRAFT DAM'ERS IN ALL OUTSIDE AIR INTAKE AND l:XHAUST OUTLETS FROM CONDITIONED SPACES, [I, AFFIX 1-'AINTI:NANCE LABELS TO t'ECHAN!CAL EQUIPMENT AND PRO/IDE illE CMNER WI TH Ml\ I NTENANCE MI\NLIALS , 5, AU. EQUIPMENT SHALL BE LISTED IN THE DIRECTORY ISSUED BY THE CAC.IFORN!A ENERGY CQ'IMISSION, ·!""• _ 6. Ill.CT INSULATION TO BE FIBERGLASS 3/1.! P,c,f.""oENS!li' AND 2" THICK ON ATTIC DUCTS, 7, SEAL ALL llLtT JO!Nl S WITH AN APPRO/ED li'PE W.STJC OR TIIPE, 8, PflC>llDE A MIN, 3/1.j'· CONDENSATE DRAIN FROM Ale UNITS .TO AN APPROIED RECEPTOR$ 9, ISOLATE ALL Ale ECUIPt-ENT FROM STRLtTIJRE WITH APPRO/ED T'/PE V IBRAT!ONS • I SOI.ATOR M'.llJIITS, • 10, OUTSIDE AIR INTAKE TO BE AT LEAST 10 FEET AWAY FROM f.N'( VENT AND EXHAUST DISCHARGE, , . ll, ALL IlU:1W)RK TO CCM'LY WITH SMI\CNA STDS, AND BEST TRADE PRACTICES, ]2, ALL EQUIPMENT ro BE INSTALLED IN ACCORDANCE WITH THE MFG'S, INSTRLCTION, 13, ALL DUCT PENETRATING THE ROOF SHALL fWE APPRO/ED FLASHING AND COUNTER-. FLASHING AND BE WEATI1ER-PROOF, ' . 111, GAS BURNING APPLIANCES TO BE INSTALLED IN ACCORDANCE Will-I illE A,G,A, REQUIRI-ENTS, 15, ALL CONNECTIONS BETWEEN Ale UNITS AND DUCThORK SHALL llE HENY DUTY FIRE-PROOF FLEX, 16,.A MIN, OF 15 CFWPEFSON OF OUTSIDE AIR 51-WJ. BE PRO/IDED, V. EXACT LOCATION Ot= DIFFUSERS AND GRILLES TO~ DETERMINED BY illE AIR CONDITIONING CONTRACTOR, .j, • .• 18, PRO/IDE M,V ,D, FOR COl,f>Lrn AIR BALANCE OF THE SYSTEM, HVAC Controls Sec. 2-5315 {a} Each HVAC system shall: 1. Be equipped with at least one ' automatic device for reducing HVAC energy use during Periods of nonuse or alternate uses of the building spaces or zones served by the systemi .. -. 2., Be able to maintain space tem- perature set points from 55°P to 85°F. Two or more replaceable fixed set-point devices shall be permitted if installed so as to maintain space temperature ~-set points in the zone they ·control, 3. Be able to provide sequentiar·~ temperature control of heating and cooling capacity in each zone, if both heating and cool- ing are providedi 4, Provide a range of temperature9 up to .10°F in which no heating or cooling is provided to _tj).e space, if the HVAC systeJn.:Jrirs both heating and coolinq capa- city 1 5. Be able to terminate all heat- ing at 70°F or less; 6, Be able to terminate all cool- ing at 78°F or more. EXCEPTION: Multiple zone HVAC systems re- quiring cbncurrent operation of independent heating and cool- ing systeins need not comply with Section 2-5315(a) 4, 2-5315{a) 5 , and 2-5315(a)6, (bl .zoning. Each zone shall be provided ·with at least one of the devices speci- fied in subsection {a) to •floor of a building with conditioned space shall cantain at least one zone. Ventilation Systems 'Sec. 2-5316. On mechanical ventilation supply and exhaust ~ystems capable of moving more than 5,000,cfm of air, automatic dam- pers interlocked-and closed on fan shutdown shall be provided. On gravity ventilating systems, either automatic or readily accessible manually oper- ated dampers in all openings to the outside, other than combustion air openings,':'shall be provided. I, Doo l'.'S and w i t\dows • Sec. 2-5317 -'----'----"'----•~tijJ~)~lfi:boors and windows between conditioned C>?]------ l'J··----- •.• ' !SJ------ @------ ®------ ®------ , ------ SWD AFD UTR MVD OSA THERMOSTAT SUPPLY AIR DUCT RETURNS •Ailf DUCT EXHAUST AIR DUCT BY PASS TIMER ITEMS BY ELECTRICAL CONT 1R ITEMS BY MECHANICAL CONT'R VOLUl'fE DAMPER SIDE l'l'!\t,r, DIFFUSER AUTOMATIC FIRE DAMPER UP THRO ROOP MANUEL VOLUME DAMPER OUTSIDE' AIR BDD BACK DRAFT DAMPER R.A.D. --RETURN AlR DIFFUSER C.D. POC ® ---- CEILING DIFFUSER POINT OF CONNECTION arid unconditioned spaces, such as gar- ages and closets for central forced air gas furnaces using ourside air for com- bustion, shall be desiqned to limit air leakage into or from the building enve- lope. Control Devices for Indoor Lighting Sec. 2-5319. Controls v,r lighting loads within the,(milding envelop·e-shall meet each of, the·· following r~_uirements, (a) Sach area enclosed 'Sy ceiling-height partitions shall have independent control of the lighting within that area. (b) Each area enclosed,by ceiling~height partitions shall have at least one readily accessible manually operated switching device to control lighting within the area. For lighting controls, "readily accessible" means locatetl so that a person using the device can see the controlled li.ftllts or the area being lit. Switching di.vices in addition to, but not instead of, the required readily accessible manually operated switching devices shall also be permitted. (c} The general lighting of any area 100 square feet or larqer in which the con- nected lighting load equals or exceeds . . ,, , l.O watt per square foot throughout the entire area shall be controlled so that the ioad mey be reduced by at least one-•O half while maintaining a reasonably uni- form level of illumination throughout the area, Readily accessible switches, that ,,. control each luminaire in a space with more than one liminaire, or that control 'CJ -~ each lami;> in a . space ind~~.g£ently meet the requirements of this seol:ion. 1--.., (d~ In all areas where effective use may be .... 1 I __, made of natural light, lighting circui-a:: ting shall be arranged so that units, in i.- , '"• all portions of the area where natural I -i Occupant~erating and Maintenance Information )_, to be Provided by Builder ·.:f The builder 9'hall provide th♦ building owner, manager, and the original oacu- pants a list of the heating, cooling ·-· water heating, and lighting systems· ' " and features, materials, components, end mechanical devices conservation or solar devices installed in the building and instructions on how to use them effi- ¢iently •. The instructions shall be consis- tent with specifications set forth by the .•. , ,-, ,xecuti ve Director. Water H~aters and Plumbing Filctures ater heaters, showerheads, lavatory aucets and sink faucets must be certified by t~e California Energy Commission (ex- ~luding: water heaters of the non-storage electric type and lavatories in public facilities having devices that limit the flow of hot water or have self-clo,ing faucets or having devices that limit the outlet temperature to a maximum· of ,11o•F Section 2-5314, Table 2-53G. .... light is available at the same time, are switched independently of the remainder ifn . ._,,of the area. 1w z...i;,, 1' ,c, 0 ' ).J :<t (.) :~ a: 1(.) 0 <(; u. a. Q : 1--; 0 tll1 z t:r~:) 986-9596 , (213)328-2191 I I I l i \ AIR CONDITIONING a HEATING VENTILATION 5'4l0 BROOKS ST, MONfCI.AIR, CA 91163 _.;., ' date: ~~,,.i~) ,.41,t, drwn: chk'd: job no: !lv,:1_1 rev1s1ons: • 0 0 > ...I a. a. ::, en C, z -m :E ::, ~-~ <C z <( -;c z - ,c u .. 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"' ---- ... .... \ -1' \ ' I - . i • I ' 1, -l ' \ \ ... . \ ' . ---- I . ~ ' \ \ \ ~ --·. -t' ' • 1 ! -~ -It Ft ' I I ' I I ' I i :I ' ' ' . ' ' \ ' ' t i=I . ~ -~ ~ l q 'i i ~-· ~ Q)-~ J] .; "- - ' 's.~ ~,,- ' ~ ~ 1 'j J 1 ' J I I ·'ll ' 1 ., I ◄ J ' i I a -i . ' -'j . -j ~, j ' 1 ' ' I 1 ·~ '-~ 1 i 1 l ·-~ j -1 i ! I /i 1 j 1 i ) ~ j ' i ! ' j ' ' I j i .; -~ -~ ' ,, -1 i~ f~1 ' t l 1 ' l i j ' I 1 • ~ 1 ·' 1' \ ~ a---- + J3ID PACKAGE NOT FOR CO.NSTRUCTIO, ' ~ { 1 "" --✓ ?"'t ' ~ 1 ~ ~!:ff~}\ . I I ,,,,-• I I n A I I' , 4-. ,,,,-• I A I I I I · ? -_--· - _3: ~ d :~~~?:~; fl nvn o /\))UVl/\1 C:)I 1No1ANA PLUMBING suPPL v co. ~ p '''( ENVIRONMENTAL PLANNING • ARCHITECTURE • ENGINEERING I CARLSBAD OAKS 4877 Viewridge Avenue, San Diego, CA 92123-1667 • (619) 278-5750 . ~!, . CARLSBAD,CA • I I~ -:s 1,f ~ \j' <:;j> "' [:I 6) ' I s -..__, 1) 11)_0 ';j" <-o-~ vi'9.:::, d.. --......0 §-.. V, I ' t • j ;t --L ~f It :::, \ " ,-•. - " ~ I ' ~ ····"·• t "" ~·~,-, ,,. ·:··· .,...,,..-~~:•) :; ........... : ______ ..:_..: ............. _ ... ______ ::. ... = ... -------------------..... ----------.;. ____ :.. __ ......... :. ________________ .. ________ .. :.._:.:. __________ .. -r_:..:._~,:.. ... __ ... ____ ... ___________________ ... ______________ ...... ____ .,: ______________ ..;. _________ ;.. ____ ;:~~---------------------1n=~~~~======n ,.r,r;:;rr~~,,f. i"" ,,-···:-(:•""·~-)' ·":•,"'"' ' '" ~~ \.: ,., ,,., 1· '., ,, elate: I r i I l:. ' ; '' (: "' ,, ' I t I ~· '{ ,, [ r. I ' ; r. r k [ ! ~ ;, ' ,, ' I i. j ' ' :!u ,, ' -/ /! PLlJM\<I NG PLAN CHECK N□TES I, WHERE NON-MElALLlC PIF·JNG FFt.Jf'TRATFS AREA SE'F--ARATION WQLL!:i. lHE r IPE. 5ECTJON PAS5JNG THROUG~ THE "-iALLS AND THE FIXTURE CONNECTIONS THERETO SHALL. EtE. OF' METAL ONL 'r. 'Z NO R~NGE HOOD VEl✓T5, OF.",'[!, VENTS, COMBUSTION VFNTS, 01=-: HEATING DUCTS ARE PERMITlED IN AR!:.A SEf-ARATION WALLS. :3-F'LUMl:clNG PIF:-·ING SYSTEM!; SH~LL ~E INSULATED PER DEC. j986 BLJJLDING ENEFH:iY EFFIC!EN::;y STANDARDS SECTiDN 2-5312. 4-, ALL PLUM"fllNG EQUH"MEN1 51-'.~<LL f.•E CEF.-TlFlED BY AND COMPLY WITH THE STATE OF CALIFORNIA Et,IEf-.;G, CUNSEh\,AT 101\' STANDARDS 4+2-5314 (A). COM!=·LIANCE C:ERTlF"lCATES SHALL BE PF-OVlDED WITH EQUIPMENT SUBMITTALS. S, F'1U'JTLE5S IGNITION OF GAS p;;;·F-LIANCES SHALL COMPLY WITH DEC. 19B6 BUJLn- ING ENE.RG't' EFFJCIENL'1' 511---NPARI)~, SECTION 2-5315 !Al. (o. WATER HEATERS FDf':: DOMF:".T !C HOT WATER Als!O/OR POOLS SHALL CDM~'LY Wl11-' THE STATF OF CALlFOf.•!>JJP E1~ERGY EFF"JClENCY SlANDARDS t+-'.::-5318. F'LUMB J NE GENERAL NQJES I. CONTRACTOF! SHALL VEklFY ALL LOCATlONS, SlZES, F'-□-C. •s, INVERTS, AND AVAILABILITY OF ALL EXISTING UT]LlTIES PRlOR TO JNSTALLATlON. Z. ALL SOIL, "-!ASTE AND VENT' F'ZF-·JNG Si..fALL SLOF-E AT l/4" PER FOOT MINIMUM. 3. CONTRACTOR SHALL CODRD.!NAT£ ALL WORf-'. WlTH OTHEP.-TRADES PRIOR TO lNSTALL- A'flON tlNCLUDING CiV"lL, STF.:UCTU~AL, AND ELECTRJCAL DRAWlNGS>, 4. TME.SE DRAWINGS ARE ESSEN"T lALLY DIAGRAMMATIC AND ARE NOT INTENDED TO lNDlCATE ALL NECESSARY OFTS["!::--, OF DUCTWOR~~ AND PIPING. THE CONTRACTOR SHALL INSTALL HATERlAL ANl• E:.:)L'JPHENT IN A HANNER AS TO CONFURM TO STRUCTURE, AVOID OBS7RUC1 lONS, F·RESERVE HEADh:OOM, AND KEEP OPENINGS ANL> PASSAGEWAYS CLEAR. ALL JNSlALLATIONS SHALL BE CONSJSTFNT WITH NORMALLY ACCEPTABLE INDUSTRY SlANDCth;DS. THE C□NTRACT □h· SHALL NOTIFY THE ARCHJTECT JN WRJTlNG OF' AN~' DISCREF·ANCY OR CONFLICTS THA1 WOULD AFFECT THE SYSTEM PEh'~ORMAN·:E QR INCUR ADDITIONAL COSTS. lHIS NOTIFICATION SHALL &E SUBMITTE() ~•R10i-: lU INSTALLATION OF THE ITEMS CONCERNED. ~ ALL WORf< SHALL E:IE DONE IN ACCORDANCE" WI TH ALL APPLICABLE CODES. ~-CONTRACTOR SHALL VEKIFY ALL EQUIPMENT MODEL NUMBERS, CAPACITIES, SIZf:S, VOLTAGES, AND ALL UTHEh: SCHEDULED INFORMATION WJTH THE MANUFAC- TURER PRIOR TO INSTALLATION. 7.·ALL HVAC ANO PLUMBING EQUIPMENT, MATE.RIAL, AND SUPPLVS SHALL BE IN STALLED COMPLETE PH-: MANUFACTURERS INSTRUCTIONS TO PROVIDE A COM- PLETE AND FULLY OPERAT r □NAL SYSTEM. 6.-THREE <3t SETS OF BOUND SUBHITTALS ARE REQUIRED TO BE SUBMJTT~O TO THE ARCf-4ITECT FOR APPROVAL PRlUR 10 ORDE:RJNG OR INSTAL.LAT10N OF ALL PLUMIHNG EOUIPHENT, r1xlUREn. AND TRIM. / I I I I I I ,l ... I CARLSBAD CITY POLICY & PROCEDURl:S I 80-6 1. All equipment shall be concealed frolr, view and the design shall meet the approval of the Planning Department. 2. All equipment shall be specifically designed and approved for exterior use .!.ml shall be approved bl the City of Carlsbad Buil(hng Departmer,t. 3, All roof mounted equipment shall be one platform which shall be an inLegral part of the roof--flashed and waLPrproofed. When a screen is approved, it $hall heve es fe;; roof conncc:tion~ as possible and be structurally ad- equate. '4. All electrical, plumbing, mechanic:a1 duct work end related piping al".all be inside the building end not on the roof. All connections related to equipment shall be made in the same roof openins on the platform or meet the approvel of the City of Carlsbad Buildins Department. 5, 6, Sewer vents shall b~ brought to one main vent belo~ the roof end have one penetration vhere restrooms or other plumbing fixtures ere back to back or in the general proximity. Existing buildings and equipement, remodel or replacement, shall meet the above reg:ulations or sh&ll have the approval of the City of Carlsbad Build- ing Depntmt'nt. CARLSBAD CITY POLICY & PROCEDURES I (;1.-35 l. Where roof drains te-ruinate through a vall, overflow drains vill terminl!lte l!I minimum· of 12 inche~ ebove the roof drain. SITE Pl AN : h-¥1--~1 __ ~ -- (~.:' J __ ~,. INT./ EXT.CLEANOUT PfPfNG DETAIL NOTTO SCALE CJ -- ' j I ' ' ' ' ' ; ' I ,, I 1 ! l f " I I I --~-==:::::::::::t===---, \. \ I I I I I ' I Ur: I ....., I ----~ \ \ I \ \ \ l --------------+-I I ! ,. ' . : . .. • \ \ \ I \ ., I I I I ,/ ' I I / I -~ _, I I I I I I I I I I I RELATION OF PIPING TO FOOTINGS DETAIL NOTTO SCALE B f'-1 D <' r;::, ,f_, ' I I I, f 4-1 ' rj_: ,r;::, L ~: ,( I. I •8 c-ft.?ti1;J•J~ 13: 13 •1 i.!il =1•,1 ~r IIECHANICAL!i'LUUBING SYSTEMS OESIQN 81135 AVOCADO BLVl>./SUITI! 200: lJ[lll!SAj:UIPftNIII ~{ (819)11-64--0071 - clrwn: c:lik1d: job no: 11~7 I r1evisions: • 0 0 > ..J ,c u .. C <t m ,,, ..I re ,c. u V :'.,• 0. 0.. :::, u, ,r C, z -m ~ ::, _, .0. < z <( -C z - ,,, ~ <t 0 C <t m ,,, ..I re <t <-' u she,et no. P--1 - ' ' I"-. i ' ' ' i . ' I I I I ' I 0 I I I II I -=====-H,!t:=t,:::lll W ->;'.,,. I I f;,/f' . I I I +---+ 1.Jf . - r---7 I I J__ __ _j_ r---, I I L ____ J • r--, I I i_ __ j_ r--7 I I L __ l • • SUMP PUMP AT LOADING DOCK TYP.DETAiL t-- :tit) SCAL.F. r-· -· -1 · I I L----1 ,----r I I t---_J r--7 I I i_ __ _J ' I J • r--7 I I J. __ · __ _J • r-· ·-·. I I I L ___ J • . ·• ,---1 I I L __ _J 1 ------·7 I I J _____ j T-----1 I I L_ .. __ I --l.L-----------------i'.-------------_u __ i l ) f . @ .. I ' I I i I I I i I i (ti Y~'1 -1!.011 -MEaiA.N1CAL/PLUMBING SYSTl!IIS DESIGN 118311 I.VOC(<DO 8LYD./IUrTI! too ·u liESA,CALIFORNlA G204i (910)484--o971 - . :1 date: ' \ ·\ dryvn: 1 chk1d: ' \ . job no¾ 11'7 I revisions: I I t l . 1 ' ; l • --'I I I ~-""' ,e7,o ~~1~, tib i - ,.,,.,, sheet no. P-2 / ®f------~~==========:=========;;::=======================================tt-----@ j -'7t:I-I ' 0 ·WATER HEATER ROOM PLAN .e:=::c:.:;e.,. • ·1 1 I -I I I I ./----~ ,--, I I . 4----+ j---r I I +-. --t trr:::!~~ ~u., \/ ,Al.,,/~ L-1-,,p,) \ \ UNION l.-,</p) "'-') """"'~ 1----t I I +-----+ 1---7 I I +-----l 1--7 I I +-----t i--7 I I -1----l. ~ LJP 11-ll<U FaP ~~t,.~~v' IX¥-V,AL.>,1!; ( 1'yp) GAS WATER HEATER DETAIL A. No SCALE:, r~ • • • +-----l. I I I -I----+ f:,CAJ,A"';tfA-r. Hot-JV(WW.. L,4~·1C4i, , ~ CIRCULATING PUMP DETAIL NO SCALE t----t I I +---+ • j ( ' -r --7 I I -l------i • -i----t I I -4--'----f i I .J_ -7 I _ _j_ / ) ' ) t----t I I t-----+ 1--, I I +--_ __l_ ,--, I I -1---·-+ . 8839 AVOCADC,.DLVD.fSUITE l~: U.. UIIQA.~NIA 02041 I . (61'9)4'fi.4-ot?'1 date:: drwn: chk•cl: job 1110: flP,;•1 I revisirons: e,t t? P,;1,,i <11 ~ ,% ,. < c• 0 c.:• .. Q < >· m en ..JI ..I a: 0.. < o.. 0 =~ er.~ -. c~ z: -· mt :i: =~ .JI . a.. fl) ~ ~: < 0 ·:z: Q ~: < m. -· en Ct ..I a: :z: < -· 0 ...,,.,... 05; lLJ z t-,.. -t.n ea::: ' 1.1.J ~ ~ 1.1.J N z--o-, L,::, ,-z~ LO.I. ........ o~~ :::) ';" u8 OWN I-°' :i: <' uu ::::~ '·~~ < .;b ~c z (J., c-0 z <· ..... OJ 0.. 2 ..... %: I: ~< z OJ 1.1.1.go 0 ~ ·.: zi O·-°'> I: ->"' zfo '-L.l'<l-.... .... sheet no . P~-3 . I I •, \.'<' . j . ( • I . ,-i ( fu .. ,'\ - j / ! Z0'94 "'fi'. Fr. • I l 1 - I E-!Gll!:l~· -E· ~-~-~-·~. ~ I ue'cHANICALIPLUllBINO SYSTEMS DESIGN . J~~O~t>~::_ __ __:ffJL--~A~..bL ___________ ~-------------------------------------------------------------------------'1l/~e;~;i~;ir7r, 1183,A\fOCADoaLvo.tsumitoO' . U MESA,CAUFORNIA 02041 (610)464--001'1 date: drwn: chk'd: job no: 11~11 . rev1s1ons: - sheet no. p=--~ i • ' • ' ' ' \ ·SECTION 15100 BASIC REQUIREMENTS PART I -GENE8Bb. 1.01 WORV. INCLUDED A. SECTION 15400 -PLUMBINB B. SECTION 15800 -HEATING! YENTlLATING, AND AIR CONnrttON[NG C. HISCELLANEOUS SUBSYSTEHg NECESSARY TO THE SECTIONS ABOVE 1.02 REL.ATED WOF".'.~~ NOT IN CONTRACT A, ELECTRICAL WOR►: INCLUDING CONDUil, STARiERS, DISCONNECT SWITCHES AND AL~ LINE VOLTAGE WIRING. NOTE WIRING DIAGRAMS FOR ADDITIONAL tLECTRlCAL JTEMS. B. POURED-IN-PLACE CONCRETE AND STRUCTURAL SUPPORTS FOR HE.CHAN- ICAL EQUIPMENT. CUTTING AND/DR FRANlNG AS REQUIRED FOR OPEN- INGS. C. PAINTING. D. FEES AND JNSTALLATlON OF SEWE~, GAS AND WATER SERVICES AND METERS. 2.03 FEES AND PERMlTS A. 08TAIN AND PAV ~OR PERMITS AND APPROVALS NORMALLY ASSOCIATED \oJITH INSPECTION OF WOR~'. UNDER THIS SECTION. 1. 04 CODES A. lNSTALL WORt< 1N ACC::ORDANCE WITH APPLICABLE P□FrTIONS OF GOVERNING C@DES, ORDINANCE, AND REGULATIONS. 1.05 BUARANTEES A. MATERIALS AND EOUIPMEN1 TO BE GUARANTEED F~EE FRQH DEFECTS AND FAULTY WOM:MANSHIF· FOh A PERlOD OF ONE VEAR FROM DATE OF OCCUPANCV. B, PROVIDE LDNGEF-. THAN ONE VEAR MANUi=-A:::TURER'S WARRANTY FOR cH;:- TAlN EQUIPMENT IF SPECIFIED. PART IC . ..::-.. PRODUCT 2.01 GENERAL PRODUCl REDUIREMEN~S A. MATERIALS At,1D EQUIPMENl: PROVIDE QUALITY INDICATED EY MANUFAC1URER"S NAMES ~NO MODEL NUMBERS AS SH~WN ON DRAWtNBS. B. SUBSTlTUTlONS: HEMS OF SAME FUNCTION AND PERF□RKANCE ARE ACCE:F'Tt.iBLE. HDi,1EVEr., IF THE USE OF SUBSTITUTE EQJIPHENT RESUL "TS IN AN JNCRFASE IN COST t INCLUDING THE WORK OF OTHER TF,,ADESJ, THlS CON1RACTOR SHALL BE SOLELY RESPONSlEILE FOR PAY- MENT OF SAlD COST lNCREASE. THIS CONTRACTOR SHALL ALSO ASSUME FULL RESPONSIEtlLlTY TO INSURE THAT THE 5UEr57JTUTE IT[H.5 OR EQU l PME:Nl SHALL: 1. MEEl I-ILL AF-·FLlCAEILE CODES AND REGULATlO~S. 2. MEEl A._\.. PERFORMANCE' SPECIFICATIONS AS THE ORJGINAL.L\' 1ND1CA1EU EQUIPMENT OR ITEMS. :S. BE OF Al-~F,RO). IMATELV THE 1iAHE PHYSICAL SIZE. AND WEJGHT AS THE ORlGINALLY SPlClFIED EQUIPMENT OR ITEMS JN ORDER TO Fll WlTHlN THE SAHE SPACE AVAILABLE FOR INSTALLATlON '-IITHOUl MOOJFJCC.TlONS TO STRUCTURE. IF ADDITIONAL MODI- FICATIONS ARE NEC.ESSARY~ THJS CONTRACTOfi SHALL BE SOLELY Fi(SF·ONSlBLE ANlJ UA!:h .. E F"OR FOR SUCH HODlFICATlONS. 2.02 SLIBt1:TTAL DATA /~. SUBM11 MAt,ILJFACTUFiER'S L:i.TERATURE I< DATA SHEETS INDICATING QUANT]T'i'. r-DDE~ NUMBERS, DIMENSIONS, WElGHTS, HATERIALS AND COHPLETE. F'i:RFORMANCE INFOFi:MAT ION ON AL-L MAJOR EIJU]PMENT. ~ART Ill -~~CUTION 3.01 GENERAL A. F·E'RFOR'1 WORt IN A NE:.AT AND WORKMt:INLIKE HANNER. 1:L C08PERA1E ~ITH 1·HE GENERAL CONTRAC10R IN ESTABLISHING THE CONSTRUCTION SCHEDU1...E. '.'L02 COORDlNATJON &:I. THE" CONH:ACTOi-: SHALL STUDY THE DRAWINGS AND SF=·ECIFICATIONS TO OETERHH.ff AN, CONFLICT WJTH ~PF-·LICABLE ORDlNANC'.ES. CODES, STATUTES. REGU'. AT IONS, QF,. ACCEPTED INDUSTRY STANOAi::::ns. lHE CON1kl%CTOF-: SHA.LI_ NnTIFY THE ARCHITECT OF ANY CONFUCTS OP COMM[Nl s H·.] u...-T(.l F, 1D SUE<H r ss r ON. B. THE DRAW!NGS JNDlC~TE REQUlRED SIZES AND POINTS OF TERHlNH- TIUN OF Fa•jFC:.5. COt..;t)'.JTTS. AND DUC16, A~D 5UGGE51 PRDPEF. ROUTES 10 CONFORM HJ STF-.UC::TU::O:E. A'JOID OBSTRUCTIONS, AND PRESERVE CLEARA,.JCES. HOW!;,.\!E.f:::, IT IS NOT lNTFNDED THi:oT THE DRAWINGS lNDlCATE. ALL I\IFCESSARY OFFSETS AND DETAILS, AND IT lS THE CONl hACTORS RESF·ONSIEl]LI1Y TO INSTALL THE WOJ;f; 1N SUCH A !'1At,1NfR AS TO CONFORt'l 10 STRUC:TURE, AVOID OBSTRUCTIONS, AND F·RESEf..VE CLEAF·ANCES. C. THE CONTf.ACTU>s.· SHALL INSPECT THE J08SITE AND BECOME FAMILIAR LiJ]TH AU ASF'ECTS AND/OR PRE-EXISTING CONDllIONS WHICH WOULD AFFECT lHE lNSTAU.ATlON. □PERA"TION, OR ACCESS OF EQU!PHF:NT OR MAH:RlAL5 lNSTALLEO UNDEF; THIS CONTRACl. THE. CONTRACTOR SHALL NDTff,-lHE Ak(Hi"TEC1 OF A.NY CONFLICT THAT PREVENlS INSTALLATION OF THE° W[)RI-AS SHUWN ON THE DRAWINGS. SUBMl TTAL or B[D SHALL 1NDJCA1f 1HA1 TH[ COIJTh:ACTOR HAS INSPECTED THE SITE AND HAS INCLUDED ALL ALLm.lANCES NECESSARY TO INSTALL TH:C:. WOR~: A~ INDI~ CATE:.l.) ON THE DRA~JINGS. 3. 03 TEST AND BALANCE A. TEST ANO BAl..ANCE ME"CHANICAL SYSTEMS TO AIRFLOWS AS JNDIC~TED ON THE DRAl'Jll\lGS IN OfiDER TO INSURE PROPER OPERAT lON. RE- BALANCE lHC S'l'SH.M AS NECESSARY AS RfQLJESTED BY 11-t[ OWNERS REF'RESENlATJVE. SECT l ON 154(1(, F'LUMBl hlG PART l -GtNE"R:AL 1,01 WOf.:~-lNCLUUEV A, 6ANT'ft.RY SFWFh, SDlL, WASTE AlllD VENT f·JPJI.JG. B. DOM[STIC COLD WATEF-, AND HOT WATER, INCLUDING WATER HE:ATEF\. D. CO~DENSiHE. N,?dfJS AtJO F!PING. E. lNDIRECT DRAihS FROM EQUlPMENT. r. F'LUME:IJr~G FIXTURE~ AND TfdM. G. ROLJ(;H-lhl AND F lNhL CONNECTIOt.l TO EQUIPMENT FURN1S4ED AND !f\:STALLED BY ~TH[F. SE.CT IONS OF WORV SUCH AS HVAC AND LABOR- A10RV EDU]F--·~lE.hJ1. H. f'-(ECORD OR~\41 N:.>s ANU GUARANTY. PART ll -HATERlALS 2.01 PERFORMANCE AN[, ENERGY REQUIREMENTS A. F'Fi:DVTOE f-·[RFORMANCE CHARACTERISTICS, PHYSICAL SIZE AND ARFiANGEMFNrS 0, EQUP·""'lENl AND FIXTURES ANC OTHER PRODUC:l"S AS SHOW!~ ANLl SCHEDULED 0~ lHE ORAWJNGS. B. ENERGY CONSUt'IF'TlON OF l::OUIPMENT SHALL NOT EXCEED THE LIMITS SET FORTH IN THE STAH. OF CA:..lF="ORNJA ENF."RGY CODE. 2.02 PIPE AND FITTINGS A. SANJTARV Sl:WEf.: ANt• STORM DF"<A1N PIPING BELOl'I GRADE TO WITHIN 5· FE~T OF BUILDING: ASBESTOS-CEMEN1, VJT'RJFlED CLAY OF, PVC. B. c. SOIL. WA5TE AND VENl' PIPlNG. ABOVE AND BELOW GRADE., WITHIN BU1LDlNb; HUBLE5S CASI IRON SOIL PIPE WllH NEOPRENE SLEEVES~ STAINLESS STEE.l COUPLINGS Of.: ABS PLASTIC ms APPROVED BY CODE). DOMESTIC AND WAT[fi PIPING: SEAMLESS HARD DRAWN COPPE~ TUBING, TYPE "l", WlTH WROUGHT COF"F·ER FITTINGS AND JOINTS ABOVE GROUND WJTH 95/5 SOLDER. ~ELDW GRADEi ON SITE TD WITHIN~' FEET OF BUILDING: PVC SCHEDUL.l 40 WITH SCMEDULE BO FITTINGS, SOLVENT WELDED JOINTS .. D. CONDENSATE DRAIN PIPING AND lNDIRECT DRAIN PIPING FROM EQUIP- MENT TYPt "M" COPPER.. E. NATURAL GAS PIPING ABO\IE GROUND: SCHEDULE 40 BLACK 6T£EL WITH BLACI< f'IALLEABLE lfi:ON FITTINGS. 1-tE.LOW GRADE, SCHEDULE 40 PVC WITH SCHEDULE 8(1 FITTJNGS, ESPECIALLY FABRICATED FO~ NATURAL GAS SEFl:VICE .. 2.03 ACCESSORIES A. UNIONS: WALWORlH, CRANE, STOCKHAM OR EQUAL. 250 LB. CLASS. B. CLEANOUTS: I. FLOOR TYPE: SMJTH •402~ SERIES OR EQUAL~ 2. WALL TYPE: SMITH *4470 SERIES OR EQUAL. C. VALVES: 2 ]NCH AND SMALLER; BALL VALVES CRANE: 4t9302, NIBCD S-580, OR EQUAL. 2 1/2 INCH ANO LARGER; CRANE Ml~N-TL, NIBCO WL-001 OR EQUAL. D. GAS PRESSURE REGUL~TORS: ROCKWELL MODEL 122 SE~IES, RELIANCE OR EQUAL. E. 9ACKFLOW PREVENTERS ! HERSEY BEE CO OR EQUAL HODEL AND TYPE A5 APPROVED BY THE LOCAL HfAL TH DEPARlt1ENT AND WATEf.: PURVEYOR, 2.04 INSULATJON A. INSULATE DOMESTIC HOT WATER SUPPLY AND RETUf:1:N PIPING WITH 1" MANVILLE "MICRO-LOK b'50" INSULATION Ofi Em.JAL, AS REQUIRED BY COOL. 2,05 STERJLIZATION &:t. STERILJ7f DONEST]C WATER SUPPLY AND DISTRIBlIT!ON SVSTEM AS REQUI~ED ErY CODE. 2.06 P-LUHBING FIXTURES, lF,.'!11, DRAINS AND Ft!UIPHENT A. AS SCHEDULED ON DRAW!NGS. PART lll -£XRCUTION A. INSTALLATION OF PLUMBING SVSTEMS TO BE PERFORMED JN A NEAl AND WORt~MANL It<E MANNER. B. F'ROVlDE NECESSARY HANGERS, VALVES~ UNIONS AND OTHEfi ACCESS- ORIES AS REQUIRED TO PROVIDE A COM~LETE AND WORKAfiLF SYSTEM. C. TFSTING OF SYSTEMS SHALL BE PER LOCAL CODE. D. ALL PIPE HANG:!RS SHALL BE GRlNNEL, ELCEN OR EQUAL. THEY SHALL BE. SLJPP08TED FROM STFi:UCTURAL MEMBERS ANO DESIGNED TO SUPF'ORT THE PJPE.. FLUID t.iND INSULATION. THC:. CLAMPS SHALL BE HADE" OF HEAVY GAGE GPILVANIZED IRON, FACTORY FABRICATED. MA~'.ESHIF1 DEVICF"S AND/OR PLUMBERS TAPE IS NOl ALLOWED. PRO- VIDE ISOLATOR Po:'\DS <FACTORY MANUFAC--CUREO TRISOLATOR FOR PIPE HANGERS) tfl EACH HANGER FOfi VIBRATION AND DIELECTFi:IC ISOLA- T]ON B[TWC[N PIP[. f-HJD HANGEf;.. ALL HANGERS SHALL BE AfiACHED TO HALTER RODS BY ME.ANS OF ADJUSTABLE swrVEL, TURNBUC~LE OR: DOUBLE kNOl TO ALLOW FOR HEIGHT ADJUSTMENT. HANGER SPACJNS SHALL Bf. E.VERY 5'-1)" UP TD 3/~" EVERY b'-0" FOR EVERY l"~ EVER'{ 7' -(I" ror-1 1 /~" EVERY a· -o·· FOR 1 1 /2" 10 :r. ROD SIZE Sf.tALL BE 3/6" DIAMETER UF' 10 2" PIPE. ~tat'<,. ct+i;:o1<, V,Ai..,vi;: · IN UNl?f:F~,b~l..i NO V,A,1.J1,,t ~/21'-( :,-11-. "' ~ ~ I --~r M-'-IN----f• FIRE P.I.V. & F.D.C. DETAIL A NO SCALE COM PAC 1W l='lt.-1.- PRESS.REGULATOR IN YARD BOX DETAIL B NO SCALE , '.PJ..UME31ISI.G tEIX11JRJ;: .SCHEDIJJ.E . , · . f"J\/1\JJZe- HIIJ.~i:+1-s,i'Zl:;h iz;,,.J,6.L-.,.-o l"W-)l)p'.. 4:, ~~ MAJZI e>,1 j-M V .,,..,..~ , \U'.,-1 fr· Yl 1. 4 - WV1. 'II. 1-4' ,\ - u-1 tJ!2lN,A,L.. 11¢ -I~ 1. Lr1. 1,,0>vA-,:9"'{ 14'. Y,l ~ 1-~ (i:ti MlviJIJC. .,.+I ',1-lot/e,P. Yl J-t I~ fl L;-j l,._jof'-T (}W:l:, v,', if, !rt 1lf zJ He>-1 ~ l!z'. e,,n --- 1'1-='P-F'l>-1 W,biN ~ -~ i' fo/1 f\P=f'---~ ?} '71tJI'- n,.e ~. !<£G.LJ I.Al i?R. ", Pi Pl N,:;. -----, //" J-----{ \ 4. ,-t '\; I .C "\_ I I /" ..., • -I I I "-~!~-/"' i ✓ -_.-, I I LJ \ J r, I I I I I I 'I 11 '----"' Ji'"\_6AS SHtJf-OF-F ~ ,J VALV6, 13Y G.lb , 1 C.OnP<>N"I' ~l~m•.) 1111:.,"'1 "-_Hl6H P12E''?':>UR6: C..A? . J",01 ~ 11 -t,-Jet,t,1,1op:1)-111 W--~-G:i.J"RO !-100. if }'1-¾o<>• f;:e, I v~,_, ~11,~1 1-JH m!. ~~I fjlf¾jl,O-~,d W--llSl<!-GolJN10 f1C::0. tr 1'-•o/7Z,e,•~~I v'fT~ .e'rllr-L'-I WHITf.,, ,e,• rl•"'1-1 Cf"='P-,wJOI ~) }'-"ti~ 1 '71"1JW15U,,0 W-11S12-~ t1<C.1" 14-491°-1, -.Jl1/leA.!0 t:t11iJ"-1 IJ>l~, 1-1/ ~ f'P'(,'-L, -lt leP f'W&;,H v'~. ~1,6<. l f?'l",J"IJ~ 1 t1<:Q. ii-)L.--Z."l0 4-1 , ' ~ 1pqj, )Jf!rfe;1 IJ/it i<.-c,ee,-; ~~I!: ~~ ~ i W-1 · -, , •~ . VJ [::)1 N<Uj. {://!!te-Pf4-H, Cl,,J(l,',, fOl2-~•2 l-l/1<-oi-ll# + l',-u.B°M-l~I al~or-11!. f"UC6T H/J<.117<!0 ~ :: K~i,Gl2. 11 u"M=i.J" M~,~ z~~~"-' C/-11w-1a..11-1rie~ 'W ....-uee,;, CH I< ~ 4-11' I<· CHil'tli<-~D ~ , ~ 1-1"-'t'\f'-'12, L~ ">!:!18W ~ ~ vJ/ f\.,ANll,l:> "'f .y~ ~, l-H~f,,~~ p, ... .::r. r,,-,,,..; 111-r tJ!1 • ~~--' J;l•cJ<.6'--~J,) f,0:1'<.h"f~ -~~. ~ %31' ~~~~-~ NOtiYh ,a, c,2. LI'<( ((. ";(illtl f1c:O, !Jo, ?=--i' fitXl".. ~t.lt<-- ·GAS_CALCULATIONS I" ' I I I I I I \.. ___ .. -·\. u ex.~,;.,~~ • ·\;,/ _____ mi;a;a.mf- . IP WJP L616i ti' l,..?Nt,, l'2,17 _.---f-T-t.ltJrr H~ \ ('P9'M) ,.....____ &"'?~) (J'fr"-) GAS CONNECTION TO MEIER DETAIL NO SCALE /~~~ 1"Hi2.~ADe'I> UNION WRAP PIPE N; 2 LAYE:i<_S c>F VINYL-TAP& BACKFLOW PREVENTER DETAIL (D\ ~~O~S~C~ALE~:,,=::':::"~=C::::::,,:==,,:::::;~::::,;:;,,;;:,,~==~ . AljO,l I PU/M""'G SVSTtMS DESIGN 1835 -',..cado 11,d Stritt 200 IA MO\!', CA "CJ-II -' ~PLUMBING.,:L-EGE·ND .. . ' 9'11~ /J,!',flll, ~P11otJ ~ I#'/, ~f?11 c:>aJ . ":,<l' vi ~IJ.. OF-~ Pl~ N/i:I ~ /q~ 1-l ill' Ho,,,E:., j1;>1 e,e, , ' ---'-Pf--W f>"ll-c>f'-W~i,.l{f"!~ ~ ~ ~ ,p TJ<.V !U~ J, T!!itJIP'. ite.~•lf'F \/AL-.JE: --y ffiJ1" flF'\Nlo\ 1/f eew,w ., . """ ~t-,o/f~ = y,l,A,eiz, fl l'INOti ,:; f',Pe.-OOV.lt.J ·----1-iW' HM~ t'lF''INf:i 0--r1 F'ii: Ur "le UP I! D"/Jt.J -----HW<-H01' WI>. 1'1:f'-C,U2W IA:fl I'¥:\ fl f'I NC.., e VT""-VENT il-ll!.LI f(Q:>F w-""' "fft>f>.M ~ltJ PIF'IN~ -o.-" t-JA-r iJ F',A. L.-c.,,ll,.!, F'I F'I l'Kcl -¾-F;,0-1 '?1-1'-'1' Off-VAl-Ve. --4>-I.Pf,;,, U--EA..J OJf -ro "91'-APE. 11> fu> l'\.OOf2-~ o,,t'f . ,5 rt"'-' fbt N1' 0r CONN eon o,..i NIFIC--N0'1' IN PL.Of.II e,11-1,:;, co,..rfl<,l>C:r :i:.f',, IN VE;F-1' ~\/,A.'11 Olsl -=-U? eot-lP~A-r'E. ~t.J €) 1W j2CVl'-'~tJ @) 07 ~l,.(JW 01',,>.tN ,a, fl7 FL.a:>12-Pf2Al,J m ~ FI..X'f'-'71..J!L \M-1 W~ Hl,/.<ff'-'2 W'1 v-/A.iEJ2.. 1-1,... ... , ,...____._ . ~ F'INl'7liW ~ ~l,E:.>./A'TiC>N f!'lc,, ~-·~ ---1, WU? 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U) ~121'.'.,. . = '?i.lr1f' LPAOltJ0 I-Jf.11, ~es, o/7 Gf't1 ~ zP fr. HO, I ~ H-f\,t!;'/ l<f1 '71tJ01.6 ~ AJMI" OOCt-\l.J w= i::,~ 1'1'ft'. n~~r r "51Jrf"'~ r110, °t-' CA,;q.JA/'.¼15 n~ I I~• vl~ · I I I I date: drwn: chk'd: job no: ll!?J I rev1s1ons: ► -' a. D. :::, u, c., z ·.-·m ':E ::, ...I a. < z -ca: ·-0 z - C (.) -C C m u, ... a: C 0 u, ~ C 0 C C .m u, ... IC C 0 sheet .. l'lcl rP-5 ' i ' ' DIVISION 1 • GENERAL REQUIREMENTS SECTION 01010 • SUMMARY OF THE WORK PART 1 -GENERAL 1, I GENERAL DESCRIPTION OF WORK; 1.1.1 Construction shall be in conformance with the latest approved edition of the_ Uniform Building Code. and all Federal. State and Municipal codes and orchnances. 1.1.~ · The work under this Contract includes the furnishing of labor, materials, services_ and transport~tion, except as specifically excluded, which is required for the completion of the proIect In accordance with the provisions of the Construction Documents. I .1.3 The conditions of lhe contract and of this division apply lo each one of the following specification sections. 1.2 OCCUPATIONAL SAFETY AND HEALTH ACT REQUIREMENTS: Maintain conditions at the job site so as to meet the requirements of the Federal Occupational Safety and Health Admlnis1ration. 1,3 SHORING AND BRACING: Design and construct shoring and bracing necessary to construct this project Shoring and bracing shall be designed by a licensed Civil Engineer. Costs for design of shoring and bracing shall be borne by the Contractor. 1.4 WORK INDICATED AS N.I.C.: The term "NIC" shall be construed to mean that construction work nol to be furnished, Installed or performed by the Contractor, the term shall mean •Not in this Contract• or "Not a Pan of lhe Work to be performed by the Conlraclor" except that coordination and/or Installation of certain NIC items specified shall be the Contractor's responsibility. 1.5 CONTRACTOR'S RESPONSIBILITIES: 1.5.1 Contractor shall be responsible for the finishing of his work In the manner and forms prescribed by the plans and specifications. Aepon discrepancies. conflicts and omissions in the plans and specifications for the work prior to submitting bid. Failure to do so will not be grounds for future change orders. 1.5.2 Contractors are to protect all property and the work of a!I other trades against damage or injury caused by his activity and the activity of the Subcontractor. 1.5.3 Contractors shall individually warrant 1or one year, from date of Notice at Completion, all materials and workmanship except as otherNise specified. 1.5.4 Contractor shall not make change9 nor do extra work without written authorization from the Owner or his representative. 1.5.5 The Contractor and his subcontractors are considered to be experts In their respective tie!ds and shall notify the owner and HCH & Associates immediately of any work designed by HCH&A which cannot be fully complied with or guaranteed p_rior to tha installation ct the work. 1.5.6 The Contractor agrees ·to assume sole and complete responsibility for job sile safety conditions during the course of construction of this project, this requirement shall apply continuously and not be limited to normal working hours, and the contractor shall defend, indemnify and hold harmless the owner and architect tram any and all liability, real or alleged, in connection with performance of work on this project. 1.5.7 The Contractor shall carefully study and compare the contract doC1Jments and shall at once report to the Architect any discrepancy or omission ho may discover. 1.5.8 Fences and free standing masonry walls up to 36· In height do not require a building permit •-all those over 36" in heighl require separa1e building permit. The Contractor shall be responsible for obtaining all such permits. 1.5.9 Submission of a bid, will be the general contractor'S, and all his subcontractor's, assurance that he can construct the project as indicated on the contract documents. 1.6. OWNER'S RIGHTS f .6.1 The Owner reserves the right 10 change, increase, or reduce the work as may be necessary. 1.6.2 The Owner reserves the right lo lei separate contracts. f.7 THE ARCHITECT The Architect will In no way be responsible for how lhe field work is per1ormed, safety in, on, or about the job site, methods of performance or timeliness of performance of the work. 1.8 DRAWINGS AND SPECIFICATIONS: 1.8,1 In case of contlict. notes and specific details on drawings shall take precedence over these Specifications and over typical details. 1.8.2 Where no construction details are shown or noted tor any pan of the work, details shall be the same as tor other similar work. 1.8.3 In no case shall working dimensions be scaled from plans, sections, or details on drawings. PART 2 -PRODUCTS (Not Applicable) PART 3 -EXECUTION (Not Applicable) SECTION 01310 • SCHEDULES AND REPORTS PART 1 • GENERAL 1.1. SUMMARY: The work includes the preparation and submission of the schedules, estimates, and reports specified herein, including the up-to-date maintenance thereof as required. 1.2 CONSTRUCTION SCHEDULE 1.2.1 Prepare and submit to the Owner a construction progress schedule. The schedule shall be in graphic form, bar-graph or such similar form acceptable to the Owner, showing the proposed dates of commencement and completion of each of the various subdivisions or uni1s of work. Items on the schedule shall be arranged in the order and sequence in which they will be performed. 1.2.2 The Construction Schedule shall be continuously updated and, if necessary, redrawn upon the first working day of each month or upon issuance of any change order which substantially affects the scheduling. PART 2 • PRODUCTS PART 3 -EXTENSION SECTION01340 • SUBMITTALS PART 1 -Gl:NERAL 1.1. SUMMARY: Tha work includes the preparation and submission of samples, shop drawings and product data as spEicified herein and in the various sections at ttiese specifications. The requirements specitied herein are in addition to requirements for samples and shop drawings, product data, materials lists, substitutions 01 materials, or other submittals specified elsewhere In these specifications. It the Contractor provides a produci as specified by manufacturer's name and model number in the Contract documents, it is assumed to be approved. Do n01 submit for such items unless color approval is required. See Section 01630 Substitutions for substitution requirements. 1.2 DEFINITIONS: As used herein, the term •manufacturecr applies to standard units usually mass- praduced; and •fabricated• means items speciflcally assembled or made out of selected materials to meet individual design requirements. 1.3 GENERAL SUBMITTAL PROCEDURES: 1.3.1 Scheduling: Submit shop drawings, product data, and samples in accordance with the schedule specified in Section 01310. Extension of Contract time will not be granted because of the Contractor's failure to make timely submit1als. 1.3.2 Transmittal: Accompany each submittal with a dated, signed and sequence numbered transmittal. Include all information required by this form including project identification, name and address of Contractor and of subcontractor or supplier, a list of items included in the submittal, and identification 01 drawing numbers, specilicatlon section and paragraph numbers to which the submittal pertains, and space tor Contractor's review and approval stamp. 1,3.3 Contract Documents: It is expected that shop drawings are generated from information in the contract documents. l .3.4 General Contractor's Review: General CQntractor shall thoroughly review oubmlttals and check them against the contract documents and other shop drawings related to it. The General Contractor either notes approval on the plans and forwards them to the Architect or notes corrections for the Subcontrae1or to make and returns the drawings to the Subcontractor 1or process to repeat itself. If the General Contractor has not reviewed the shop drawings prior to submitting to Architect as required by the contract, Architect will return them unreviewed. 1.4.2 Product Data: The term •product data• as used herein includes manufa_cturer's standard drawings, certificates of conformance. substantiating calculations and other data. .1 The data shall Include all Information required by the applicable technica_l section and shall be in sufficient detail to show that manufactured materials and equipment conform to the Contact documents .2 Catalog Cuts: Clearly mark each copy to indicate the product or model ~s w~ll as all optional sizes, finish or other features proposed for use. Delete inapplicable data. .3 _Submittal Preparation: Bind product data with sturdy, labeled covers with an ,Index listing the contents. Loose unbound submittats will be returned without review. 1.5 SAMPLES: '. -~-1 Furnish for review samples 01 the various materials, together with the finish thereon, as specified for and in1ended to be used en or in the Work. 1.5.2 Submit samples. other than field samples, in duplicate. A cover le1ter shall accompany the sample l!-"d shall li_st all Items being transmitted, designating their panIcular usage and location in the ProIect and shall be idenlified as to manufacturer trade name, style. model. One approved sample will be returned to the Contractor. ' 1.5.3 Unless otherwise specified, samples shall be 6" by 10• in size and shall be limited In thickness to a minimum consistent with sample analysis. In lieu thereof, the actual full size item may be submitted. PART 2 -PRODUCTS Only lhe following sections require aubmlttals. (This list has precedence over the individual Specifications Sections). If submlttals, other than those listed below, are made the Architect has no obligation to review the material: Section 03300 Section 05 t 20 Section 05990 Section 06180 Section 06196 Section 06200 Section 07720 Section 07920 Section 08100 Section 08210 Section 08330 Section 0841 O Section 081 to Section 08810 Section 09900 Seclion 1 5000 PART 3 • EXECUTION (Not Applicable) Cast•l~P1ace concrete Structural Steel Mlscellaneous Metals Glue Laminated Wood Plywood Web Joists Finish Carpentry Roof Accessories Caulking and Sealants Steel Doors and Frames Pre-Flt Doors and Metal Frames Coiling Doors Aluminum Entrances and Storefronts Finish Hardware Glazing Painting Fire Prevention Systems SECTION 01410 • TESTING AND INSPECTION PART I -GENERAL t .1 TESTING LABO RA TORY 1.1.1 Testing and inspections will be performed by an independent licensed tasting laboratory selected by the Owner. 1. t.2 Testing . and lnspec11on services which are performed shall be in accordance with requirements of the Uniform Building Code, and as specified herein. Testing and inspection services shall verify that worx meets the requirements of the Contract Documents. 1.1.3 Test repons shall be signed by a Registered Civil Engineer licensed in the State of California. 1.2 PAYMENTS: 1.2.1 . Costs of Initial tasting and inspection, except as specified otherwise will be paid for by the Owner, providing such testing and inspection indicates compliance wilh Contract Documents. 1.2.2 In the event a tes1 or Inspection lndicates failure of a material or procedure to meet requirements of Contract Documents, costs for retesting and reinspection will be paid by the Owner and bade.charged to the Contractor. 1 .3 TESTING AND INSPECTION REPORTS: 1.3.1 Testing Laboratory will oenify in writing that work specified or required to be tested and inspected meets or does not meet the requirements ot drawings, specifications and applicable building codes. 1.3.2 · The Testing Laboratory will make the following distribution o1 each test and inspection repons: Archilect 1 Structural Engineer 1 Contractor 1 Owner 1 Governing Building Dept. 1 1.4 AVAILABILITY OF SAMPLES 1.4.1 Contractor shall make materials required for testing available to Laboratory and assist in acoulring these materials as directed bv Architect. The samples shall be taken under the immediate direction and supervision of the Testing Laboratory. ~.4.2 Contractor shall notify Testing Laboratory a minimum of ten working days In advance at all required tests, and a minimum of two working days in advance of all required inspections. PART 2 • PRODUCTS PART 3 • EXECUTION 3.1 EARTHWORK: 3.1.1 The Owner's Soils Engineer wlll provide continuous inspection of fill and will field test fill and earth back.fill as placed and compacted, and inspect excavations and subgrade before concrete is p!aced and provide periodic inspection 01 open excavations. embankments, and other cuts or venlcal surfaces of earth. 3.1.2 Contractor shall remove unsatisfactory material, re-roll, adjust moisture, place new material. or in the case ot excavations. provide proper protective measures, perform other operation necessary, as directed by the Architect whose decisions and directions will be considered Unal. 3.1.3 Soils Test and Inspection Procedure: . f .2 . 3 Laboratory compaction tests : ASTM D 1557-78 . Field dens~· tests: ASTM D 1556-82.1 1?4-"!,i,Z.., bl i t??,,01 ~1 t, . Number of ests will be determined by Soils Engineer . 3.2 TESTING OF CONCRETE: 3.2.1 At ~east three cylinders for each 150 cubic yards of each separate mix design of concreie ol required strength in excess of 2000 psi, or fraction thereof being placed each day will be laken, 3.2.2 Sampling procedures: ASTM C 172-82. 3.2.3 Taking Test cylinders: ASTM C 31-84. 3.2.4 Cylinder testing procedures: ASTM C 39-80 for strength. 3.2.5 Slump tests: ASTM C 143-78. An ~uthorized inspector of the Testing Laboratory shall be present at all times during placing at structural. reinforced cast in place concrete. 3.4 REINFORCING STEEL: 3.4.1 Testing procedure: ASTM A 615-B2-a 3.4.2 Inspector will inspect all reinforcement for concrete work for size, dimensions, locations and proper placement. Inspector shall be present during welding of all reinforcing steel. 3.5 STRUCTURAL STEEL: 3.5. l . Mill certificates or affidavits and manufacturers' certification shall be supplied to the Inspector for verification o1 steel materials. 3.5.2 General Inspection: . .1 Testing Laboralory will visil lhe fabrlcalo(s plant to verify thal matenals used clheck with the mill tests. affidavits of tests, repons, and that fabrtcation and weldlng procedures meet specifications. . . .2 Tesllng Laboratory will visually check fabricated steel delivered to the JOb ag~1nst tlhe working and reviewed shop drawings for compliance and he will make p~ys1cal te·sts, measurements, as required to meet the specifications. Shop fillet welds will be visually chocked. , ' 3.5.3 Special inspection will be provided by the Testing Laboratory tor all welds, (shop andl field). Welding procedures and joint preparation will be checked 3.6 CONCRETE MASONRY: Testing Laboratory shall verity the quality and strength of masonry mortar and grout. Laboratory tests of monar and grout shall be made in accordance with current ASTM standard proced1ures. Test specimens shall be prepared and cured by the Testing Laboratory. One set of at least two test prisms each of mortar and grout shall be made each day for the 'first three (3) working days at the beginning of masonry work. coi-.Jt1 NU 6U9 c::,; r='e'' c IAL---1r,k:::,i1?Ct1 l'>j--l f,-B ~ Ll-1 J'<--EO f O ~ tti E' P--" t,..,t..,o HI~ b i I . l"J,--l,.. qtf<JJCtu t'<-Al....-cot--l~te SECTION 01500 • TEMPORARY FACILITIES PART 1 • SUMMARY 1.1 SUMMARY: Furnish. requlrecl temporary facilities as shown or specified herein plus such facrnties as requrred for proper performance of the Contract. Locate temporary facilities where directed and maintain In a safe and sanitary condition at all times. 1.2 QUALITY ASSURANCE: Comply with governing regulations and utility company regulations and recommendations. Comply with pollution and environmental protection regulations for use -of water and energy, for discharge of wastes and storm dramage lrom project si1e, and for control of dusl, air pollulion and noise. PART 2 -PRODUCTS (Not Appficable) PART 3 -EXECUTION 3.1 TEMPORARY SANITARY FACILITIES 3.1.1 Provide temporary sanitary conveniences as required by law, ordinances, or regulations of public authOrities having jurisdiction. 3.1.2 Maintain sanitary facilities in a clean and sanitary condition during the entire course at the work. 3.2 TEMPORARY ELECTRIC FACILITIES: 3.2.1 Provide and maintain electrical pawer and wiring requirements to facilitate the work at all trades and services connected with the work. 3.2.2 Maka appllcatlon for electric service, arrange for metering, and pay all costs including electric energy used in temporary and permanent electrical facilities until acceptance of the project by the Owner. 3.3 TEMPORARY WATER 3.3.1 Maka arrangements and pay costs for tha water required tor construction purposes. Water used on the project shall be potable water. Contractor shall meter the water and pay the Utility Campany for tne water used. 3.3.2 Provide tire protection for the duration of work in accordance with local codes ordinances and Governing Regulations. ' 3.4 CONSTRUCTION EQUIPMENT: Cont_ractor shall erect, equip, and maintain construction equipment in accordance with appI1~ab!e statutes. laws, ordnances. rules and regulations of authorily having iunsd1ct1on. 3.5 FENCES AND BARRICADES: ~onstruct and maintain fences,. planking, barricades. llghts, shoring, and warning signs as required by local authonties and Slate safety ordinances and as required to protect the Owner's property from injury or loss and as necessary for the protection of the public. 3.6 STORAGE: Operations of the Contractor. inctuding storage of materials, shall be confined to areas approved. 3. 7 TEMPORARY JOB OFFICE Provide and maintain a temporary job oifice of suitable slze for consultations with representatives of the ~rchite~t and Owner.-Job office shall be weatherproof and secure and shall be provided with adequate lighting, heat, and ventilation. 3.8 TEMPORARY TELEPHONE SERVICE: Make arrangements ~nd pay costs. including service and toll charges, untll final acceptance of the pro1ect, for temporary telephone service in the temporary job ornce, for use by the ~ontractor, the Owner, the Architect, and their representatives. SECTION 01630 • SUBSTITUTIONS PART 1 -GENERAL 1.1 SUMMARY The Conditions of the Contract and other sections ot DiviSion 1 apply to this section as fully as if repeated herein, 1 2 GENERAL REQUIREMENTS: 1.2. 1. _Whenever in the specifications any material, ar1ic!e or process is indicated or spec1f1ed by trade, patent or proprietary name or name of manufacturer such spec1fi~tion 1or material, anic!e or process shall bo lhe only acceptable process. U,g_ svbst1tut1ons shall be aoomved unless aoomved □riPrto bid 1.2.2 Where more t~an one Pf?Prietary nai:i_e is specified, the Contractor may provide any one of the matenals or equipment specified, Use only one brand, kind or make of material or equipment for each specific purpose throughout the work notwithstanding that similar materials or equipment of two or more manufacturers or producers may be specified tor the same purpose. 1.2.3 Submit a written request tor proposed substitutions to the Architect not later than 5 working days prior to bid opening. Submit proposed substitutions rela1ing 10 a particular subcontract or trade at one time on the Contractor's letterhead, listinQ proposed items for indicated or specified items, and stating amounts for variations in costs: If the Architect approves any proposed substitution, such approval will be set forth man Addendum. No substitution wrU be considered after bid ooenina 1.2.4 Drawings have been detailed in compliance with the ICBO Report for ma1erial specified. If a proposed substitute material is approved as an equal by the Architect, the Contractor shall assume the responsibility for construction modilications and additional costs required by reason oi this acceptance. 1.2.5 Where mate~als or items or manufacturer are specified In groups and are made or furnished by one manufacturer. no substitution will be considered that is net made or fumished sin:i1tarly by one manufacturer. "'.'~era the Contractor proposes to use a system of equipment other than that spec1hed or detailed on the drawings the substitution shalt be proposed as a complete system. 1.3 REQUIREMENTS FOR SUBMITTING SUBSTITUTIONS: 1.3. t The Contractor shat! subm.it with his wrilten request for a proposed substitution all data substantiating his request as well as a ·certificate of Suitability" cenifying that th_e proposed substitution is equal or better in all respects to that speci11ed and that It will, 1n all respects portorm the function for which it is intended. The Contractor shall inclu~e with his request all required samples. Written requests and data for proposed substitutions shall be submi1ted in three copies. 1.3.2 It shall be the responsibility ol the Contractor to submit complete information to the Architect so that proper evaluation can be made. The burden of proof of equality ot the substituted item shall be on the Contractor. Acceptance of such subSt1tut1ons is entirely at the discretion of the Architect and Owner. All materials or items of manufacture, which the Contractor proposes to substitute for those specified, must be approved by the Architect before they may be ordered. 1,3.3 The Architect will issue to the Contractor a list setting forth those items for which substitutions are approved. No substitution will be approved for any matenals or item of manufacture called for in the Contract Documents which is not of equal quality and utility and which does not possess equal design or color characteristics to those of the specified material or Item. 1.3.4 If. In the opinion of the Architect, or Owner, the proposed substitution ts net equal or better in every respect to that so indicated or specified, or was not submittell for approval in the manner outline above, the Contractor shall furnish the specified mate,rials. 1.3.5 It shall be Iha responsibility of lhe Conlractor, in proposing • subStitu1lon for any Item herein specified, 10 inform all other trades, vendors, and subcontractors of effects said .substitution will have upon their work or products. The contractor shall make all payments arising from alterations in specified materials or methods necessary to complete the work in an approved and acceptable manner. 1.3.6 Substitutions Indicated or implied on shop drawings or project data submittals will not be considered nor approved. PART 2 -PRODUCTS (NOi Applcable) PART 3 -EXECUTION (Not Applicable) i SECTION 01700 • CONTRACT CLOSEOUT PART 1 -GENERAL 1.1 REQUIREMENTS PREPARATORY TO FtNAL INSPECTION: 1.f .1 Operaling Instructions for equipment shall be property mounted and posted as specified in their respective sections. 1.1.2 Record (As-built) drawings shall be completed, signed, and submitted to the Architect as specified under Article 1.3 of this section. 1.1.3 Tho Mate_rial and Equipment maintenance instructions, as specified in the body of the SpecitlcatIons, shall be submitted to the Architect. 1.1.4 Submit loose and detachable pans of apparatus and equipment and extra stocks of material to the Owner. 1.1.5 Guarantees, bonds and warranties shall be submitted to the Architect as specified in the General Conditions and as specified in individual sections. 1.1.6 Evidence of Payment and release o1 all liens. 1.1.7 Certificates of Inspection and occupancy. 1.2 FINAL INSPECTION: 1 .2.1 The Contractor or his principal superintendent, authorized to act on behalf of the Contractor, shall accompany the Architect and Owner on the final inspection. as well as principal subcontractors that the Architect or Owner may request. 1.2.2 If the work has bean completed In accordance with the Contract Documents, a~d no further corrective measures are required, the owner will accept the Project and will file for the Notice of Completion. i.2.3 11 the work has been substantially completed In accordance with the Contract documents, and only minor corrective measures are required, the Architect will prepare a punch !ist of work to be corrected and the Owner will conditionally accept tho Project and will file for the Notice o1 Comple1ion based upon the Contractor's assurance that the corrective measures will be completed within the shortest practicable time period. 1.2.4 If the work has not been substantia.Uy completed in accordance with the Contract Documents, and several corrective measures are still required, the Owner will not accept the Projed or file for the Notice of Completion. Instead, a punch list will be prepared based on the information gathered from the linal inspection, and the , .2.5 Upon acceptance of the Project by the Owner, Contractor shall submit his request for the tinal and acceptance payment. Final payment will not be made by the Owner. hOwever, until 35 days after filing for the Notice of Completion. 1.3 RECORD DRAWINGS (AS-BUILT DRAWINGS): The Contractor shall provide Record Drawings (reproducible transparencies) which shall c!ear1y show all differences between the contract work as drawn and as installed for all concealed work, as well as work added to the contract which is not shown on the contract Drawings. PART 2 -PRODUCTS (Not Applicable) PART 3 • EXECUTION (Nol Applicable) SECTION 01710 • CLEANING AND CLEANUP PART 1 -GENERAL (Not Applicable) PART 2 -PRODUCTS 2.1 MATERIALS: Use cleaning materials which will not create hazards to health or property and which will not damage materials. Use cle_aning materials and methods recommended by the manufacturer of the surface matenal to be cleaned. Use cleaning materials only on surfaces recommended by the cleaning material manufacturer. PART 3 -EXECUTION 3.1 CLEANUP DURING CONSTRUCTION: 3.1.1 The entire sile shall be kept In a neat and orderly condillon. 3. f .2 Dispose of waste, trash, and debris in accordance with applicable laws and ordinances and as prescribed by authorities having jurisdiction. Bury no such waste material and debris on the site. Burning of trash and debris on the site will not be permitted. 3.2 FINAL CLEANING OF BUILDING Prior to final inspection and after ell construction work Is essentially complete, thoroughly clean the building, performing, but not limited to, the following: vacuum• clean the building and remove all spots, smears. dust, debris, hand prints and defacements <:>1 every sort. Wash and wax any resilient tloor covering per manufacturer's instructions. Clean glass per manufacturer's instructions. 3.3 FINAL SITE CLEANUP Also prior to flnal Inspection, thoroughly clean the entire site and put it into a neat, acceptable condition, Remove all construction waste and unused materials, dunnage, loose rock and stones, excess earth, roots, weeds, and all debris resulting from the work. Hose down and scrub where necessary all new concrete and asphalt pavement and walks. Thoroughly remove monar droppings trom concrete walks and other pavements. DIVISION 2 • SITE WORK SECTION 02200 • EARTHWORK PART 1 -GENERAL 1.1 REFERENCES: Uniform Building Code, Chapter 29, "Excava11ons, Foundations and Retaining Walls", and Chapter 70, "Excavation and Grading•. 1.2 DEFINITIONS 1.2.1 Fill: Fill materials placed to raise the natural grade of the site or to backfill excavation. 1.2.2 On-Site Material: Soil material which is ob1ained 1rom the required e:w:cavation on the site. t .2.3 Imported Material: Soil ma1er1aI which is imported in from off-site areas. 1.2.4 Select Mat&rial: On-site or imported material which is approved for use as structural fill. 1.3 OUALm' ASSURANCE: 1.3.1 Full time observations will be made by the Owner's Soll Engineer during the excavating, filling and compacting operations. t .3.2 The Soil Engineer will make field density tests in accordance wilh ASTM D 1556-77. 1.4 SOILS REPORT: A Solis lnvestlg•llon Repon has been prepared for lhis project and Is on filil at the Office of the Architect. The information is not Intended as representations or warranties of the continuity of such conditions between soil borings. The Owner will not be responsible 1or interpretations or conclusions drawn therefrom. Site preparation and controlled till to be ln strict accordance with Clty or County standards and C!vil Engineer and/or Landscape Architects specifications. Contractor stiall comply with all recommendations of the soils report unless notified otherwise in writing. 1 5 .. SN ICllfs ~ liy SM Dllll)Ci !ko!lllllinfclll Cotllllhi1111, ltlc, .,,. No. 05-. 7449-001-00-00, dated March 9, 1988. 1.5. 1 Allowable bearing p1111ilure: 2,500 pouni:11 per 141are loot. · \ PART 2 · PRODUCTS 2, 1 SELECT MATERIALS: 2.1.1 Materials For Compacted Fill: Material imported or excavated from the CUI: areas that is suitable for use in constructing fills. The material shall contain no rocks or hard lumps greater than 6 inches and shall contain at least 40"'/., of material smaller than 1/4 inch in size. Do not use material of a perishable, spongy, or otheiw1se improper nature. 2.1.2 Materials Placed Within 2 Feel of Rough Grade Lot Grade: Select malerlal lhal contains no rocks or hard lumps greater than 6 inches in size and that has an expansion index of 30 or less when tested in accordance with UBC Standard 29-2. 2,1.3 Fill Material To Ba Used Under the Building, Slabs, Pavement, and Structures: On-site or imported material conforming to the above. Do not place material without the approval of the Soils Engineer. 2.1.4 Sand for Use Under the Building: Fina sand aggregate, ASTM C 33-84. FOUNDATION DRAINS AT RETAINING WALLS: -2.2.1 Foundation~~ Perforated corrugated rainage tubing and accessories by Advanced Dra11rafQ.S.j1stems, I M F 405-82, for Heavy Duty Tubing. ---------------- 2.2.2 Drainage Grav · ean crushed stone, crushedg'taYa.l,~or uncrushed gravel, 100% passi • inch sieve, 90·100%passing a 3/4 inch sievelmEl.Q1i% passing a N . ve, ASTM C 136·81. --------- PART 3 · EXECUTION 3. I PREPARATION: 3.1.1 Scarify areas to receive structures or pavement in accordance with Soils Repon. 3.1.2 Expansive solls from site excavations may be used for fill with Soil's Engineer's approval. 3.2 EXCAVATION: 3.2.1 Excavate for foundations, pits, trenches. footings, floor slabs, concrete walks, curbs, paving, to the lines and levels required. indicated. Keep excavations free from standing water. 3.2.2 Should excavations for footings, through error, be excavated to a greater depth than indicated or directed, such additional depth shall be filled with •1ean-mix· concrete. 3.3 COMPACTED FILLS: 3.3. t General: Compact fill material while at a. moisture content near the op1imum moisture content and to a density that is not less than the maximum density determined by ASTM D 1557-76. Relative compaction shall be as follows: .1 Under concrete tloor slab: 90% .2 Under concrete and asphalt paving: 95% tor upper 12 inches immediately below the base course matenals and 90% below. .3 Planting areas: 85%. 3.3.2 Placing, Spreading, and Compacting Fill Material: . , Place fill matenal In layers lhat when compacted do not exceed 6". .2 Aerate fill material when moisture content Is above that specified by the Soil Engineer by blading, mixing or othe-r satisfactory methods until the moisture content is as specified. .3 Add water to the fill material when the moisture content ls below that speci1ied by the Soil Engineer, until the moisture content is as specified. .4 Compact each !ayer by sheepsfoot rollers, vibratory roller, muttiple•wheel pneumatic-tired rollers or other types o1 acceptable compacting equipment. FOUNDATION DRAIN SYSTEM: 3.4.1 Placefilll~ -~ 3.4.2 Place a supporting laye than 4 inches. • 3.4.3 Lay foundation drains nlng walls to unito dual pilch. Lay per1orated pipe with holes down Ints tightly closed. Minimum pitc lineal feel. 3 est or check lines before backfilling to assure tree flow. 3.5 TRENCHING Backfill trenching with structural fill meeting the requirements of the preceeding material requirements. Place backfill material and compact to a minimum compaction ol 90''/o. 3.6 OR BARRIER ANO SAND CUSHION: Vapor barrier under floor slab on r mil polyethylene, ASTM D 2103-73. Place a sand cushion crete building sta consisting of line. c!ean, r1veMu place In thickness indicated, ' 3.7 BACKFILLING: 3. 7.1 Backfill material shall consist of select material as herein specified for structural fi II. 3. 7.2 Place backfill in 8 Inch layers, level, tamp in place and compact. Jetting or excessive puddling will not be permitted. 3.6 FINISH GRADING: 3.8.1 General: Fine grade to bring areas to required lines and grades. 3.8.2 Slope finish grades to drain surtace water away frorn buildings, walks, paving, and other structures at a minimum slope of 2% for at least s·-o• unless noted otherwise. 3.8.3 All wood forms which have been used in placing concrete, if within the ground or between the foundation sill and the ground, shall be remo..,ed before a building is occupied or used for any purpose. 3.9 PROTECTION OF EXISTING UTILrTIES: The contractor is required to take precautionary measures to protect the utility lines shown on these contract documents and any other lines not of record or not shown on these documents. Existing utility obstructions shall be removed, relocated and/or capped, as directed, per requirements of appropriate utility authorities. Contact utilities location service prior to digging to obtain accurate "as built• information. i::;,fr? fl"LJN OA fl ~N r'vAN f o K q 1-tt;? Ff-.~ f'A!'<,A.t1.1N )"\!:?-C-o t-1t-1f'N1?Af 1 "N5. chk'd: job no: 11!~1 I revIs1ons: I: () I: cC (J .. Q cC r:o "' ..I a: cC (J l)~ z t-.. -U'1 Or:: I LU ~ I.UN z~ -er, \.J .... z::9 LU • sheet no. s;P-1 r 1 SECTION 02511 • ASPHALTIC CONCRETE PAVING REFERENCES: 1.1. State of California, Business and Transportation Agency, Trans rta1ion, ·standard Specifications", lateS,t adOpted edition. 1.1.2 te of Californla, Business and Transportation Agency. T~anspo lion, "Materials Manual·, latest adopted edition. 1.1.3 Stat of Californfa. Department of Water Resources. *Manua Procedures r Soils". latest adopted edition. Ian expressed ln percentages refers to the ma,clm m dry density st Method No. 216-F described in the "Materials Ma al". 2.1 2.1.1 Prime Coat: Li id asphalt, medium curing (SC-70) a specified in Section 93 of the ·standard Specifi tions·. 2.1.2 Tack Coat: Diluted S-1 or SS-1h emulsion or und' ted AS-1 emulsion. Meet the requirements a1 Section 4 of the •standard Specific ons•. 2., .3 Paving ·Asphalt: Stea refined, penetration gra AR-8000, In accordance with Section 92 of the "Standard S cifica11ons·. 2.1.4 Aggregate: Type B, wi · the 112" maximum size, medi Specifications•. 2.2. mbined aggregate conforming to In Section 39, of the "Standard Class 2 Aggregate Base mineral a •standard Specifications·. Percentage m conform to 3/4" maximum grading deterrni e as specified In Saction 26 of the sition by weight of aggregate base shall by Test Method No. Cali!. 202. 2.3 2.3.1 Surface Sealer: Fog seal a Specifications·, consisting of one pan part water. spec led In Section 37 of the "Standard halt emulsion and not more than one 2.3.2 Soil Sterilant: Chemical st rilant, borate c orate sterilant containing not less than 25% sodium chlorate and 7 1/" disodium octab rate mixed witn water at the rate ct l to 2 pounds at sterilant per non of water. PART 3-EXECUTION 3. 1 STERILANT Apply stenlant-water mi applied per 100 square re so that the equivalent of 3 to 4 ounds ot dry sterilant is et of paving. 3.2 ION OF BASE COURSE: 3.2.1 Apply base curse over finished subgrada and compact accordance with applicable provis1 s of the referenced ~standard Specifications". 3.2.2 Relative mpactlon of each layer shall be not less than 95 de1ermined by Test Method N . Calif. 216. 3.3 PLACING ASPHALT CONCRETE SURFACING: Deliver, ay, roll. and finish paving material 10 comply with provisions or the • nctard ations•. SEAL COAT: less than two weeks after compleUon of paving, apply seal coat 01 surta e e ulsion over the entire area, in accordance w11h manufacturer's specification xclude vehicle traffic from paved areas until the seal coat has thoroughly dried. SECTION 02515 -CONCRETE SITE WORK PART 1 • GENERAL 1.1 MOCK-UP: 1.1.1 Provide sample panels not less than 20 square feet in size showing color and texture ol each type of finish as follows: 1.2 MIX DESIGNS: Provide mhc designs for each class of concrete used In accordance with Section 03300. 1.3 PROPERTIES AND PROPORTIONS: Concrete shall be proportioned to provide a minimum compressive strength at 28 days of 2,000 psi. Maximum stump shall be between 3 and 4 inches. PART 2 · PRODUCTS 2.1 MATERIALS: 2.1.1 Cement, aggregate, admixtures. expansion Joint fillers and curing materials shall conform to Section 03300. 2.1.2 Reinforcing bars and mesh shall conform to Section 03200. 2.1.3 Aggregate for Base Course shall conform to CAL TRANS Standard Specifications. Jan. 1981 edition. Section 26 tor a class 2 aggregate base, 1-112· maximum gradation. 2.2 MIXING Mix concrete In accordance with the mixing requirements of Sedion 03300. PART 3 -EXECUTION 3.1 PREPARATION OF SUBGRADE: Scarify earth subgrade to a dep1h of not less than 6 inches and compact it to 95% of maximum density, or per Soil's Engineer recommendation, whichever Is more restrictive. 3.2 BASE COURSE: Spread and compact base course on prepared subgrada in accordance with paragraphs 26·1.04 and 26-1.05 of CALTRANS Standard Specificalions. latest adopted edition. 3.3 INSTALLATION OF CURBS ANO GUTTERS: 3.3.1 Concrete curbs and curb and gutters shall have faces and backs formed for the full depth. Prior to removal of the forms the surface shall be finished true to grade by means of a straightedge Uoat Immediately after removing the front curb forms, the face of the curb shall be trowelled smooth finished with a steel trowel and given a final fine brush finish with brush strokes parallel to the line of the curb. Tops of curb shall be given a smooth trowel finish. 3,3.2 Expansion joints shall be provided at ends of curb returns and at maximum intervals 01 80 feet on straight runs. Weakened plane joinrs shall be provided at maximum intervals of 20 feet between expansion joints. 3.4 INSTALLATION OF PARKING, SIDEWALKS AND OnlER CONCRETE FLATWORK: 3.4.1 Placlng: Place concrete in accordance wtth Section 03300. Float the surface to grade and cross seciion with a float not less than 10 feet in length and not less than 6 inches in width. 3.4.2 Joints: The surfaces of flatwork shall be tooled to provide weakened plane Joints In accordance With patterns indicated. Form expansion joints tl4 inch wide at all returns and opposite expansion joints In curbs. Where curb ls not adjacent, form expansion joints at intervals of 20 feet. Fill expansion joints with premolded expansion joint filler. 3.4.3 Smooth Finish: After concrete has been troweled and joints have been lormed, hand finish the surfaces with a wood float to produce a uniform gritty surface. 3.4.4 Broom Finish: After concrete has been troweled and Joints have been formed, use a stiff fiber broom to provide a uniformly straight scored surface at right angles to the general flow of traffic. 3.5 CLEAN-UP: During the progress of the work and at the completion of the work, remove all trash, debris, ete., from the project site and leave the site clean and in orderty condition. SECTION 02580 • PAVEMENT MARKINGS Part 1 • GENERAL 1. t SUMMARY: The work includes furnishing materials and painting traffic markings on pavement as indicated and specified herein. PART 2 • PRODUCTS 2. 1 MATERIALS: 2., .1 Pavement Marking Paint: Vinyl acrylic type tor use on asphaltic concrete and portland cement concre1e, colors as indicated. specified herein, or _required by CAC Title 24. Acceplable products include, but are not limited to the following: Frazee Paint; 502 Vinyl Traffic Palnt Sinclair Paint: 160 Vinyl Traffic Paint Dunn-Edwards Corp.; Traffic Paint W-801 2.1.2 Thinners: As recommended by the palnt manufacturer. PART 3 · EXECUTION 3. 1 APPLICATION 3.1.1 Appty stripes and other markings on pavement. as indicated, with the use of cutout patterns and templates. Apply stripes and markings with sharp and accurate straight lines, with no fuzziness or waviness at edges of lines. 3. t .2 Provide lnternatlonal Symbol of Accessibility tor each handicapped parking stall at locations Indicated. Symbol shall be 36 inches square, whlte on standard blue background, in accordance with CAC iit!e 24. 3.1.3 At comp1e1ion touch up stripes and markings which are not clear and distinct or which are not uniform in color. SECTION 02840 • PARKING APPURTENANCES PART 1 · GENERAL t.t SUMMARY: The work includes furnishing and installing parking appurtenances as indicated and as specified. PART 2 • PRODUCTS CONCRETE WHEEL STOPS: 2.1.1 st concrete using smooth metal forms, minimu::;m,,_..-~- with two No. 3 ho al reinforcement bars: 72 inche g unless otherwise indicated, minimum 5 inche h. sides and ends b with edges rounded to 3/4 inch radius and drainage slots on rside. 2.1.2 2.1.3 Acceptable product includes. No: AS72; Modem Stairv.-ays, In ., approved equal in accordance with Section 01630. 2.2 HANDICAPPED IDENTIFICATION SIGNS: 2.2.1 Sign Panels: Construct sign panels of 20 gage minimum hot-dip galvanized steel sheet with rounded corners. clean and prepare galvanize_d surfaces to assure maximum paint adhesion and paint with reflectonzed porcelain enamel. Apply legends, symbOts and borders using the silk screen process. 2.2.2 Posts: Galvanized steel standard weight pipe posts. 2.2.3 Comply' with requirements of C.A.C. Title 24, Handicapped Access Regulations. PART 3 • EXECUTION 3.1 TTING WHEEL STOPS: Secure each wheelstop with ng galvanized steel anchor bolts th.rough prepared holes, on end o ~~stall bolts flush with top of wheel stops. F · plate for setting anchor bolts m~ement concrete pav1 anchors through hales in wheel stops into asphaltic conCre!e"" SECTION 02810 • IRRIGATION See landscape/irrigation drawings for specitications. SECTION 02900 • PLANTING See Jandscape/lrrfgation drawings for specitications. DIVISION 3 • CONCRETE SECTION 03100 -CONCRETE FORMWORK PART 1 • GENERAL 1.1 REFERENCES: 1.1.1 American Concrete Institute: ACE 347-78 Recommended Practice for Concrete Formwork. PART 2 • PRODUCTS 2. 1 Materials: 2.1.1 Earth forms may be used for footings only where the soil is firm and stable and the concrete wilt not be exposed. 2.1.2 Boards for Unexposed Concrete: Douglas 11r. conforming to tha ~standard Grading and Dressing Rules No. 1 s·, Jan , . 1980 edition. of the West Coast Lumbar Inspection Bureau. Boards shall be S4S, or •s-B Plyform Class I Exterior" grade, con1orming to U.S. Product Standard PS 1-84, 5/8• minimum thickness. 2.1.3 Forms for Exposed Finish Concrete: Plywood, metal, metal~tramed ptywood faced or other acceptable panel-type materials. Furnish in largest practicable sizes to minimize number al joints. .1 Use overtald plywood complying with U.S. Product S1andard PS-1 "B·B High Density Overlaid Concrete Form•, Class I. 2.1.4 Form Unars: Form Architectural, textured finish concrete surfaces with PVC or ABS plastic, fiber glass reinforced plastic of elastomeric urethane farm liners of face design shown on the drawings. 2.1.5 Form Ties and Spreaders: Standard metal form clamp assembly leaving no metal within 1· of concrete face. 2.1.6 products: Form Coating: Non-grain raising and non-staining type. Approved Nox-Crete Form Coating: Nox-Crete Company Areal BO: Areal Chemical Corp. Synthex: Industrial Synthetics Co. PART 3 · EXECUTION 3.1 CONSTRUCTION OF FORMS: 3.1. t Earth Forms: Constn.ict wood edge strips at each side of trench at top to secure reinforcing and prevent trench from sloughing. 3.1.2 Formwork, General: .1 The formwork shall be designed for the loads and lateral pressures outlined In Part 3, Section 102, of ACE 347. · .2 Wood forms shall be constructed of sound ma1erlal. shall be mortar tight, easily removed without damage to the concrete. 3.1.3 Chamfered Comers: Chamfer all exposed comers 314", unless shown otherwise on drawings. Provide molding in forms for all chamfering required. 3.1.4 Framing and Bracing: Framing, bracing, supporting members, and centering shall be of ample size and strength to safely carry dead and live loads. 3.1.5 Form 11es: Sufficient strength and quantities to prevent spreading of the forms, placed at leas1 1 • away tram the finished surface of the concrete, Ties shall be laid in a uniform, neat and orderly vertical and horizontal fashion. 3.1.6 Embedded Items: Provisions shall be made tor pipes, sleeves, anchorn. inserts, reglets. anchor slots, nailers, and other features. 3.1.7 Coating ot Forms: Thoroughly clean forms and coat with specified lorn, coating before each use. 3.1.8 Joints: Install construction joints, isolation joints, shrinkage control Joints and exparision joints as approved. Coordinate and review in advance of concrete pouring, location of construction joints. particularly those exposed to view at walls and columns shall be approved by Architect. SECTION 03200 • CONCRETE REINFORCEMENT PART 1 · GENERAL 1.1 QUALITY ASSURANCE: Review architectural, structural, mechanical, and electrical drawings tor anchor bolt schedules and locations, anchors, inserts, conduits, sleeves, and other items which are required to be cast in concrete. and make necessary provisions as required so that reinlorcing steel will not interfere with the placement ot such embedded items. t .2 REFERENCES: t .2.2 Concrete Reinforcing Steel lnslltute (CASI): "Recommended Practice for Placing Rein1orcing Bars•, latest edition. 1.2.3 American Concrete Institute: ACI 315-74, Manual of Standard Practice 1or Detailing Reinforced Concrete Structures. t.3 SUBMITT ALS: 1.3.1 Mill affidavits, stating the grades and physical and chemlcat properties. 1.3.2 ShOp drawings for reinforcing steel. (Not required). PART 2 • PRODUCTS 2.1 MATERIALS: 2. t .1 Reinforcing Bars: New, defonned, billet steel bars, ASTM A615-82 grade 40 for #3 and smaller; grade 60 for #4 and larger. 2.1.2 Welded Wire Fabric: ASTM A185-79. Gauge and cen1er-10-center spacing shall be as indicated. 2.1.3 Accessories: Spacers. chairs. ties, and similar Items required far spacing. assembling, and supporting rein1orcement in place shall be galvanized steel or clear plastic (clear plastic required for au exposed sandblasted or unfinished concrete} accessories conforming to CASI Standards. 2.1.4 A82·79. ne Wire: ·,rn gauge or heavier, black or galvanized steel wire AS™ PART 3 · EXECUTION 3.1 FABRICATION: Bars shall be accurately bent. cut, and placed as indicated. Bars shall be bent cold. Bars shall not be bent or straightened In a manner that will injure the materlal. 3.2 PLACING: 3.2., Reinforcing Supports: Support reinforcing bars on concrete blocks or other non-corrodible supports. Support legs of accessories In forms without embedding in form surface. Spacing ot chairs and accessories shall conform with CRSl's "Recommended Practice for Placing Bar Supports". 3._2.2 Placing and Tying: Reinforcing shall ba set in place, spaced, and tied or wired with #16 gauge steel tie wire. 3.2.3 Dowels: Tied securely In place before concrete Is deposiled. Bending of dowels after placement ot concrete will not be permitted. 3.2.4 Cleaning: Reinforcement, at time of pour, shall be free of coatings that would impair bond to concrete. 3.2.5 Dowels shall be provided at pour or construction joints and shall be the same size and spacing as details. 3.2.6 Lap splice continuous reinforcement 30 diameters or 1'-6• min. U.O.N. - splices in adjacent bars shall be staggered at 1·-a· min. 3.2. 7 Reinforcing steel to have the following cover: t. Concre1e against earth (not formed) 3• 2. Concrete against earth (formed or trowelled) 2• 3. Walls t 112• Exterior 314• Interior 4. Slabs on grade At Center 5. Concrete columns and beams 2" 6. Concrete floor slab (formed) t" SECTION 03300 • CAST-IN-PLACE CONCRETE PART 1 -GENERAL t .1 REFERENCE: t .1.1 Uniform Building Code, Chapter 26, Concrete. 1.1.2 American Concrete Institute: ACI 3i8-77, Building Code Requirements for :Reinforced Concrete and ACI 301-81 Structural Concrete tor Buildings. PART 2 • PRODUCTS 2.1 MATERIALS: 2. t.1 Portland Cement: ASTM C 150-84, Type I or II. 2.1.2 Aggregate: ASTM C 33--84. 2.1.3 Admixture: ASTM C 494-8~. of a type that Increases workability and reduces water demand, but will not increase shrinkage free of chlorides. 2.1.4 Water: Clean and potable, free of impurities detrimental to concrete. 2.t.5 Curing Materials: Waterproof paper, ASTM C 171-69 (1980) Type I or 2 or burlap Federal Specification CCC-C~467b. 2.1 .. 6 Expansion Joint Filler: Premolded, ASTM D 1751-73. 2.1.7 Expansion Joint Sealing Compound: Cold-applied poured latex rubber lype sealant, ASTM D 1850-75 (1979). 2.1.8 Curing compound: ASTM C 309-81, Type IDJ liquid membrane forming. 2.t.9 HARDENER· SEALER: (All trash areas) Lapidolith by Sonneborn, or Permalith by Scoftield. 2.1.10 READY-MIX CONCRETE: Conform to standard Specifications for Ready• Mix: Concrete ASTM C-94-83. 2.2 MIX DESIGNS: Design of concrete mixes shall be obtained from a recognized independent testing laboratory, with six (6) sack mix minimum. 2.3 CONCRETE STRENGTHS ANO PROPORTIONS: 2.3.1 Concrete shall have the minimum compressive s1rength at 28 days as indicated on the drawings. 2.3.2 The exact proportions of the mix, including amounts of admixture (if any) and water, shall be determined by the Testing Laboratory. 2.4 MIXING: Concrete shall be ready-mixed concrete mhced and delivered In accordance wilh ASTM C 94-83, and U.B.C. Standard No. 26·13. No water shall be added durtng !ransit or at the /ob without approval of the Archl1ect. PART 3 · EXECUTION 3. t PLACING CONCRETE: 3.1.1 Notification: The testing laboratory shall be notified at least one working day in advance of the placing of any concrete. 3.1.2 Handling and Depositing: . 1 Concreting shall be carried on as a continuous operation . .2 Concrete shall be handled as rapidly as practicable from the mixer to the place of final deposit to avoid rehandling or flowing. 3.1.3 Vibrating and Compacting: Concrete shall be consolidated and compacted. worked around reinforcement embedded items, and into the comers at the torms. Internal vibrators shall be used. 3.1.4 No pipes or ducts shall be placed in concrete walls or slabs unless speciflcaUy detailed in plans. Refer to mechanical, plumbing, and electrical plans for location of all piping, conduits, etc. 3.2 CONSTRUCTION JOINTS: When construction joints are necessary they shall be· made and located as Indicated. 3.3 TEMPERATURE REQUIREMENTS: Hot Weather Requirements: The maximum placing temperature of the concrete. when deposited, shall be 80 degrees F. It the weather causes the placing temperature to exceed 80 degrees F., the mix shall be cooled by wetting the aggregate or other appropriate method it approved by the Architect. 3.4 PATCHING: tmmediately after stripping forms, patch minor defects. 10rm-1ie holes. honey-combed areas, Defore concrete 1s thoroughly dry. Remove ledges and bulges. Repair gravel pockets by cu1ting out to solid surface, 1orm key, and thoroughly wet before placing patching mortar consisting of 1 part cement 10 2 parts line sand: compac1 into place and neatly finish to match sur1ace. Grind or fill surfaces to produce level, true planes. 3.5 CURING: 3.5.1 Keep concrete In a thoroughly moist condition from the time it is placed until it has cured for at least 7 days. 3.5.2 Keep forms sufficiently wet to prevent drying out of the concrete. 3.5.3 Fog spray freshly placed slabs continuously until finishing operations commence. Allow no slabs to become dry until curing operations are complete. Slabs shall be cured with nonstaining curing paper, wet burlap, fog sprays or curing compound. 3.6 CONCRETE FINISHES: 3.6.1 Steel Trowel Finish: Interior slabs shall be screeded, woodtloated, and steel-troweled. Finish shall be a smooth, hard, dense, impervious surlace, free of de'fects. 3.6.2 Slab Levels: Surlacas shall finish true to 1/8" In 10'-0" on a straight-edge in any direction with maximum high and low variance occurring In not less than 20·-o· and with 111a· maximum tolerance in any one running foot. SECTION 03470 • TIL T•UP PRECAST CONCRETE PART 1 • GENERAL 1.1 Concrete finish shalf ba smooth rrsa of honeycombing, apider lines and other blemishes. Defects shall be sacked and made ready to receive paint or sandblasting as noted en plans. PART 2 • PRODUCTS 2.2 MATERIALS: 2.2.1 Unless specified otherwise, materials shall conform to requirements specified In Section in Sections 03100, 03200. and 03300. 2.2.2 Steel plates, anchors, dowels: ASTM A 36-77. 2.2.3 Bond breaker used on casting members shan be non-staining and shall be compatible with the specified finish coatings. PART 3 • EXECUTION 3.1 WORKMANSHIP: 3.1.1 Members may be cast on floor slabs or on a casting slab at Contractor's option. 3., .2 Cast members true and accurate wi1h miscellaneous bolts, inserts, weld plates, sleeves, blockouts and other connections for structural members or to accommodate 1he various trade requirements. Provide chamfer edges. Build in wood nailers, flashing reglets, reveals, where required or indicated. 3.2 ERECTION AND INSTALLATION: 3.2.1 Perform weld!ng using only cenlfled welders (cenifleation approved during the preceding 12 month period) in accordance with shop drawings. 3.2.2 Erect member!! in a workmanlike manner using only competent, experienced workmen. 3.2.3 Make connections in accordance with the details reviewed and shop drawings. 3.2.4 Erect members true to line in locations indicated. 3.2.5 Take necessary precautions 10 protect members from damage after installation. Remove wedges, spacers. or other setting appliances which are likely to cause staining of members as soon as practical. Repair or replace members which do not comply with details. 3.2.6 See drawings sheet number 13 for additional tilt-1.1p precast concrete Information. 3.2. 7 Cure as noted In Section 03300. DIVISION 4 • MASONRY SECTION 04230 • REINFORCED UNIT MASONRY PART 1 · GENERAL 1. 1 QUALITY ASSURANCE: 1.1.1 Certifications: Furnish a certificate stating that concrete blocks have been cured at the plant before shipment. 1.1.2 Testing and Inspections: Specified In Section 01410. PART 2 · PRODUCTS 2.1 MATERIALS: 2.1.1 Concrete Masonry Units: Hollow load-bearing units, conforming to ASTM C 90-75, Grade N. Type 1, medium weight units. Block shall be slump units 8 x 16 faces by thickness indicated. 2.1.2 Cement : ASTM C 150-84, low alkafi, Type II. 2.1.3 Lime: ASTM C 207-79, Type S. 2.1.4 MortarSand: ASTMC144-B1. 2.1.5 Grout Aggregate: ASTM C 404-76. 2.1.6 Water. Fresh, ctean and potable, and tree from such amounts of mineral and organic substances as would adversely affect the hardening of cement mortar. 2.1.7 Admixture • all Grout shall contain Suconem •Grout-Aid• Type-2, in quantity and type recommended by the manufacturer for hot weather climate. 2.1 8 climate. 2.1.9 2.2 Admixture for mortar shall be Suconem ·Red-Label• for hot weather Reinforcing Steel: comply with Section 03200. STRENGTliS OF MORTAR ANO GROUT: 2.2.1 Mortar Strengths: Type S mortar in accordance with Chapter 24 of Iha Uniform Building Code, minimum compressive streng1h a1 28 days of 1800 psi. 2.2.2 Grout Strengths: 2000 psi minimum at 28 days. PART 3 · EXECUTION 3.1 UNIT MASONRY CONSTRUCTION: 3.1.1 General: Walls shall be straight, plumb and tnie, with all courses true to line and level. Celts containing reinforcement shall be filled so~d with grout. Blocks shall be laid up in running bond unless otherwise indicated. 3.1.2 Joints: Exposed joints, both vertical and horizontal shall be concaved. 3.1.3 Bed Joints: The top surface of the concrete shalt be clean, smooth concrete with aggregate exposed before start of laying, and a bonding agent applied before laying first course of block. 3., .4 Reinforcement: Vertical reinforcing bars shall be held in place by standard reinforcing supports. Horizontal bars shall be tied to vertical bars as the block work progresses and shall be embedded in grout. 3.1.5 Grouting: Grout construction shall conform to Uniform building Code. Grout shall be placed by means ol a grout pump capable of handling at lease 12 cubic yards per hour. 3.1.6 Anchorage ttems: Bolts. straps, hangers, Inserts and other anchorage devices required 10 support attachments shall be built~in, unless otherwise indicated, and shall be installed as the masonry work progresses. 3..1.7 Concrete block cores with reinforcing to be grouted solid. Lifts shall not exceed s•-o• in height. Clean-out holes shall be provided at the base of all grouted cells for lifts over 4•.o• high. 3. t .8 Grout construction joints shall be formed by stopping the pour 1 112• below the top of the uppermost unit. 3.2 CLEANING: After erection and pointing, masonry shall be cleaned down with stiff brushes and water, followed by a thorough rinsing with clean water. DIVISION 5 · METALS SECTION 05030 • METAL FINISHING PART 1 • GENERAL 1.1 OUALIFICATIONS: The coating applcator shall be licensed or approved by tha coadng formulator to apply the coating by spray or coil application to aluminum extrusions and coil stock. 1.2 SUBMITTALS: Samples: Submit four sets of sample5 showing the extremes in color range of the linish. PART 2 • PRODUCTS 2.1 MATERIALS: 2.1.1 Primer: Finish coating tormulator's standard epoxy primer as recommended for the substrate and coating process used. 2.1.2 Finish Coating: "Fl_uropon· as manufactured by DeSoto, Inc.: •ouranal"" as manufactured by PPG lndustnes; "Nubelar" as manufactured by Glidden Coatings and Resins or •ouute• as manufactured by E.I. DuPont DeNemours and Co. The coaling shall contain nol less than 70% "Kynar 500" polyvinylidene flouride (PVDF) resin as manufactured by Pennwalt Corp. Colors as selected by the Architect. PART 3 • EXECUTION 3.1 INSPECTION: Inspect surfaces to recaive finish tor surface defects that will telegraph through the finish coating. Damaged members shall be discarded and replacements obtained prior to coating. 3.2 SURFACE PREPARATION: Surfaces to receive coating shall be 1horoughly cleaned, etched and given a chromate conversion pre-treatment approved by the coating formulator. 3.3 APPLICATION: 3.3.1 Primer: Tne cleaned and trea1ed surtaces shall be primed wlth baked-on epoxy pnmer applied to achieve a dry 1ilm thickness of not less than 0.2 mils. 3.3.2 Finish: The primed surface shall be finished with the finish coat appffed to achieve a dry film thickness of no1 less 1han 0,8 mils and baked on in accordance wilh the coating formulators written procedures. An additional clear coat shall be baked on. SECTION 05120 · STRUCTURAL STEEL PART 1 • GENERAL t. t QUALITY ASSURANCE: 1 .1.1 Qualification of Welders: Employ only qualified welding operators cerlified in accordance with AWS 01 .1. 1 .1.2 Requirements of Regulatory Agencias: Structural steel work shall conform to the Uniform Building code. t .2 REFERENCES: American Jnstltute of Steel Consrruction {AISC). American Welding Society (AWS). 1 .2.1 1.2.2 1,3 t .3.1 steel. SUBMITTALS: . ~ Shop Drawings: Submit shop and erection drawings for all structuraf· .. .1 De1alllng: AfSC Manual 'Slructural Steal Detailing", except where othetwJse indicated. .2 Field Connections: Show on the erection drawings with required. ' 1 .3.2 Product Data: Submit mill test certificates for mill order steel which can be identified readily by means of heat or melt numbers marked on the mill. Such ste need not be tested as specified in Section 01410. PART 2 • PRODUCTS 2.1 MATERIALS: 2.1.1 Structural Sleel, Shapes. Bars, and Plates: ASTM A36-84a. 2.1.2 Structural Tubes: AS00-84, Grade B or ASTM A501·84. 2.1.3 Stn.ictural Mefflbers of Pipe: ASTM A53-B4a, Type E or S, Grade B wlth maximum sulfur content of 0.05%. ' 2.1.4 High Sirength Bolts: ASTM A325--84. 2.1.5 Common Bolts and Nuts: ASTM A307-84. 2 1.6 Filler Metal 1or Welding: AWS 01 .1-83, E70 series. 2. 1.7 Anchor Bolls, Pins and Rods: ASTM A307•84, A36-84a, or A283-84__, ... Grade D. 2.1.8 Foundation Anchors: 112•" x to· with minimum r embedment unle otherwise noted. 2.2 FABRICATION: 2.2.1 Unless otherwise indicated on the drawings or specified, the fabricatio ot structural steel shall be in accordance with the AtSC Code Standard Practice an UBC. 2.2.2 Welding: Welding, welding materials and welding procedures shat conform to AWS 01 .1. 2.2.3 Shop Painting: Structural steel shall receive one sho.p coat zin chroma1e primer, SSPC-Paint System 7.02 untess encased in concrete . Surfaces 10 be painted shall be cleaned immediately prior to painting In accordance with SSPC P3 -Hand Tool Cleaning. Apply shop coat in accordance w11h procedure SSPC Paint 13. PART 3 · EXECUTION 3.1 ERECTION: 3.1.1 Templates: Furnish templates tor setting of anchor bolts. ' 3.1.2 Setting Plates: Set column base plates level to correct elevations. Fill grout space solid w11h non-shrink grout. 3.1.3 Framing: Erect framing tn accordance with the AISC Code Standard Practice and USC. Erect the work plumb; square; and true to line level, and positlon indicated within tolerances established in AISC Code Standard Practice. 3.1.4 High strength bolting shall be performed in .accordance wl1h AISC/RCRBSJ "Specifications for Structural Joints Using ASTM A325 or A490 Bolts". 3.2 WELDING: 3.2.1 All welding shall be done using Iha shielding alectrical arc process usillg approved electrodes by certified welders. 3.2.2 Continuous inspection required for field welding. date: .,...._ ~,ll?'v,:;, dr\11n: chk'd: job no: Ii~\ rev11s1ons: r: () r: .,J • :i', :.-·" ,' .. , ', .{,,: ;,: ... ' : ',. (,!' ;,.,.\, .. ,j .. Q c( m 0 ..I a: c( (.) sheet no. SP-2 • - • ' i' ' I PIYISION 5 • METALS <CON'D SECTION 05990 • MISCELLANEOUS METALS PART 1 -GENERAL I. 1 SUB MITT ALS: 1.1.1 Shop Drawings: Submtt shop drawings al all mlscallanaous metal wor1< giving Sizes; details of fabrication and construction: methods of assembly and bracing; and locations of hardware. anchors, and all accessones. 1.2 REFERENCES: American Institute ol Steel Construction (AISC). American Society for Testing and Materials (ASTM). American Welding Society (AWS). 1.3 FIELD MEASUREMENTS AND TEMPLATES: Secure all field measurements required for proper and adequate fabrication and installation ot the work. Furnish templates tor exact location of items to be embedded in concrete and masonry and setting instructions required for all installation work. PART 2 -PRODUCTS 2.1 2.1.1 2.1.2 2.1.3 2.1.4 2.1.5 MATERIALS: Steal, Rolled Shapes, Bars and Plates: ASTM A36-84a. Galvani,ed Sheet Steal: ASTM A446-83 grade D. Steel Pipe: ASTM A53-84a, Schedule 40. Stainless Steel Pipes: A1 S1 type 302-with No. 4 finish. Stainless Steel Sheets: A1S1 type 302. 24 Ga. with No. 4 finish. 2.1.7 Shop primer for steel, other than galvanized, shall meet Federal Specification TT-P·86G, type Ill (red lead) or TT·P-645 (zinc chromate). 2.1.8 Treatment for damaged galvanized surfaces shall be Gatvaloy, Gatvicon or Orygaty or equal. 2.1.9 Aluminum Ladders: . 1 Side Bars: 3• extruded aluminum tubes . .2 Rungs: Minimum 1-H4• square, serrated extruded aluminum spaced 12" o.c. Flt rungs in centerline of side rails. .3 Support ladder at top, bottom and at intermediate points spaced -not more than s·-o· o.e. Use welded or bolted aluminum brackets designed tor support and anchorage, and to hold ladder clear of wall surface minimum ol T' lrom wall to center!ine of rungs, . 4 Approved manufacturer: O'Keele, Inc. 2.2.10 Steel Pipe Handrails: Construct handrails of 1-1/4 inch 0.0. galvanized steel pipe. Shop tabricate handrails in as large sections as practicable. .1 Handrail Brackets: Builders Brass Works No. 258, aluminum. 2.2.11 Metal Gates: Fabricate framing as indicated of galvanized steel angle. Weld an joints and dress welds smooth. Apply metal dackJng to steel 1rame by spot welding at s• o.c. Field paint gates as specified in Section_ 09900 tor _ext~rio~ galvanized metal. Decking shall be 16 gauge roll formed galvanized steel, nbs at ,5 o.c. 3• wide x 15/1 s· deep. 2.2.12 Guard Posts: Guard posts shall be galvanized extra heavy weight (Schedule 80) steel pipe set in a concrete foundation and tilled with concrete. Concrete shall be 2000 psi in accordance with Section 03300. 2.2.13 Miscellaneous rolled steel plates and shapes shall be provided for corner guards, sills, anchOr plates for mechanical equipment supports and other locations indicated or required to complete the work. 2.1.14 Pipe Sleeves: Pipe sleeves through concrete watls and footings shall be standard weight, wrought Iron, mild steel, or cast iron sleeves with not less than 112 inch space all around between the sleeve and pipe. 2.1.15 Galvanizing: ASTM A123-79. Zinc coating for threaded products, ASTM A153-78. 2.t.16 . 1 . 2 . 3 Quick saning hydraulic cement shall be one of the following: ·Por-Rok• as manufactured by Hallemlte/Lehn and Fink . '"Thorogrip• as manufactured by Thero System Products . •Masterflow 713"' as manufactured by Master Builders . PART 3 -EXECUTION 3.1 GENERAL REQUIREMENTS: 3.1. 1 General: AU steel and miscellaneous metal work shall conform with the appllcable requirements of t~e. herinb~fare referen~e~ ~code~ _and Stand~rds". All details shown are typical. S1m1lar details apply to s1_m1lar cond1t1ons. ~raw1~gs shall be checked with the architectural drawings tor dimensions, elevauon. size, and locations of all installations. 3.1.2 All welders shall be certifled welders. Alt welders welding light gauge metal shall be qualified for light gauge metal welding. 3.1.3 Welded connections shall be made in accordance with AWS D1.1-79, 3.2 INSTALLATION: 3.Z:1 Anchor bolts, anchors, block-outs, and sleeves shalt be properly located and built into connecting work. Bolts and anchors shall be preset by the use of templates or such other methods as may be required to locate the anchors and anchor bolt accurately. 3.2.2 Wall Supported Items: Attach ladder~ and other, wa_ll hung items by expansion anchors in concrete walls, and by lag bolting to blocking installed between studs. 3.2.3 All welds and other connedions exposed in the finished work shall ~e ground and dressed smooth so that the shape and profile of the item welded Is preserved. . ' DIVISION 6 • WOOD & PLASTICS SECTION 061 OD -ROUGH CARPENTRY PART 1 -GENERAL 1., QUALITY ASSURANCE: Requirements of Regulatory Agencies. .1 Rough carpentry shall conform to the Uniform building Code, Chapter 25. .2 Framing anchors shall be fumished and Installed in accordance with the manufacturer's current I.C.B.0. Research Committee Report 1.1.2 Grado Mar1<s: . I ldan1ily lumber by the official grade mar1< of WCLIB, WWPA or RIS . .2 Identify plywood by the official grade mar1< of APA, TECO or Pittsburgh Testing Agency. .3 of AWPB. Identify pressura treated lumbar and plywood with the official grade mark 1.2 CODES ANO STANDARDS: The "Uniform Building Coda". chapter 25, Is hereby made a part of this specification, and rough carpentry work shall conform with the applicable requirements therein except as modified herein. PART 2 -PRODUCTS 2.1 2.1.1 LUMBER: Moisture content at time of placing: umreated lumber shall not exceed 19 percent . . 1 .2 Treated lumber shall not exceed 19 percent after pressure treatment 2.1.2 Sizing and Surfacing: Mill size. All e)!'.posed surfaces of wood members shall be surfaced smooth except as indicated otherwise. Refer to drawings for locations of resawn members, if any. 2.1.3 Grades and Species: Provide lumber ot the grades and species listed below for the various purposes, graded in accordance with WCLIB ·standard Grading and Dressing Rules No. ,s•·. Jan. 1, 19B0 Edition, WWPA "Western Lumber Grading Rules" June 1981 Edition or RIS •standard Specifications for Grades of California Redwood Lumber: Jan. 1981 Edition. .1 SIii Plates, Cants, Roof Nallers and Roof Curbs: Standard or No. 2 grade, any species. pressure preservative treated. . 2 Blocking, Nailers, Top Pla1es and Bracing: Standard or No. 2 grade any species . .3 Studs and Headers: Standard, No. 2 or stud grade, Douglas fir, larch, hemlock or hem.fir. .4 or larch. Joists, Stair Stringers and Ledgers: No. 2 structural grade Douglas fir .5 Posts, Columns and Beams: No. 1 Structural grade Douglas fir or larch except appearance grade where 81Cposed to view. 2.1.4 FRAMING LUMBER: All .structural horizontal members ,Shall have minimum Fb·1250 PSI and E 1,700,000 PSI (DF/L #2). All structural vertical members shall have minimum Fb-600 PSI and E 1,500,000 (Studs standard or better, post & beams OF #1 or batter). 2.2 PLYWOOD: 2.2.1 Structural plywood. U.S. Product Standard PS-t-83, Structural 1. 32/16 for 1/2'" plywood; 40/20 for 5tB• and 314• plywood, minimum unless noted. 2.2.2 All plywood shall be grade marked by the DFPA, TECO or Pittsburgh Testing Agency. Remove au sheets not grade marked. 2.2.3 Plywood used for structural purposes, in locations subjeci to weather and where noted on drawings shall have ex1enor glue. 2.2.4 518 inch and 3V4 Inch plywood shall have a minimum of 5 plies; 1 /2 inch plywood shall have a minim1um of 4 plies. 2.2.5 Moisture content of plywood at time of placing shall not exceed 15 percent. 2.3 PRESSURE PRESERVATIVE TREATMENT: Lumber indicated or specified to recelve pressure preservative treatment shall be treated to provide a net retention of 0.25 lbs. per cu. ft. wi1h one ot the waterborne salt treatments listed below. J.H. Baxter and Co. ·chemonlte· Koppers Co. Inc. "Wolman CCA" Osmose Wood Preserving Co. "K-33· 2.4 BUILDING PAPER: Ona of the following fully waterproof Kraft paper products: Fortifiber Corp. "Orange Label Sisalkratt· Ludlow Corp. Aickdratt 2.5 ROUGH HARDWARE: 2.5.1 Furnish Items of rough hardware. connections, bolts, required to complete the work. Nails, bolts. nuts, washers and other fasteners exposed 10 the elCterior shall be hot-dipped galvanized. . 1 Nails: See nailing schedule for specie! nailing requirements. .2 Framing Connectors: Provide galvanized steel joist hangers and other framing anchors. Load capacities shall be those shown in the manuiacturer's current ICBO Research Committee Report. Approved manufacturers: Simpson Co. •strong ne· K.C. Metal "Superspeed Connectors" Silver Metal Products Inc. PART 3 -EXECUTION 3.1 CONSTRUCTION AND WORKMANSHIP: 3.1.1 Install wood framing, making proper provisions for work of other trades. Do framing of wood required to accommodate plumbing, heating and ventilating, electrical, and other trades. Fit neatly around exposed items, such as outlet boxes, conduit, pipes, and ducts. 3.1.2 Where wood frame walls and partitions are covered on the interior with plaster, 1ile or similar material and are subject to moisture. the framing shall be protected with an approved waterproof paper conforming to section 1707 (a) of 1he U.B.C. 3.1.3 Nalling of plywood to be approved by the building inspector prior to covering with roofing material, chamfers, cants or crickets. 3.1.4 Provide wood grounds, strips and blocking as indicated on the drawings or required by conditions of stucco, plaster. trim, base. waterproofing, flashing, etc. 3.1.5 Cutting of joists and beams shall not exceed the tollowing: 3.1.8 3.1.7 3.1.8 3.1.9 3.1.10 3.1. t 1 3,1.12 3.1.13 3.1.14 3.2 Bore no holes over r diameter. No cuts in beams more than 2'w0" away from bearing points nor deeper than 2" either from tap or bottom of beam. End of lapped joists at bearing supports shall be securely spiked together. Minimum lap shall be 4". Sill plate shall be batted to concrete with 112" 0 x 10• anchor bolts 6's0" o.c. maximum, U.0.N. At all corners. intersections and door openings place a bolt 9• maximum from end of sill pieces with minimum or 2 bolts per piece. Two Inch solid bloclong shall be placed between all joists and rafters at atl suppons and under all partitions, unless detailed otherwise. Bolts in wood shall be not loss than 7 diameters from the ends and 4 diameters from the edges except as shown otherwise. Top plates of a!I wood stud walls to be two piece same size as the studs. except as shown otherwise. Lap 4•.o• minimum with not less than 6·16d at each tap nor more than 12· between nails. Provide minimum double joists under parallel bearing partitions. All plywood diaphrams shall be nailed with cement-coated common wire nails. Double and triple built-up beams: 2-2w members: 2-2x 10s). Spike together with 16d at 12• Ole. staggered (up to 3-2x members: t/2" e M. bolts, with washer. @ 24" o/c, staggered. Maximum distance from top or bottom of members• 1/4 depth of member. 2~2 x f 2 and deeper: 112• " M.8., with washers @24• otc staggered. Provide fire blocking at floor. ceiling, coves, so thal concealed space is not greater than 1 O'-o·. Provide t x 4 let in braces at ends and every 25 ft. of exterior stud waits and mam cross partitions. LUMBER FASTENERS: Nailing and bolting of wood members shall conform to the minimum requirements of the ~uniform Building Code·. Chapter 25, and as indicated: NAU ING SCHEDULE Joist to sill or girder, toe nail 3-8d Bridg'g to jst, toe nail each end 2-Sd 2• subfl'r to 1st or girder. blind & face nail 2-16d Sole Pl. to jst or blkg, face nail 16d@ 16"o/c Tap Pl. to stud, end nall 2-16d Stud to sole Pl., toe nail 1 ·8d Double studs, face nail 16d@ 24• o/c Double lop P'ls, face nall 16d@16" o/c Top Pl.'s. laps & intersection face nail 2·16d Cont. header, two pieces 16d @1 s• o/c also on ea. edge Clg jsts to Pl., toe nail Cont. header to stud. toe nall Clg jsts, taps over walls, face nail Clg jsts to parallel to raft. face nail Rafter 10 Pl., toe nail 1• Brace 10 ea. stud & Pl., face nail 1 x 8 sheath'g or less to ea. ber'g, face nail Wider than 1 x 8 sheath'g to ea. bear'g 3-Bd 4-Bd 3-t6d 3-t6d 3-Bd 2-Bd 2·8d lace nail 3-Bd Built-up comer studs 16d@ 24• oJc Built-up girder & beam: 20d@ 32 o/c@ top & bot. & stag"fd 20d @ ends & @ spHces 2• Planks 2-t6d ea. bearing Part;icle board 15): wall sheath'g (lo frmg): 3/8" - 1/2: 6d(3) (and) 5/8" • 314" 8d(3) Plywood (5): Subtloor. Roal & Wall sheath'g (to frmg): 112• - and less 6d(2) (and ) 5/8" -3/4" 8d(3) or 6d(4) 7/8" • 1· 8d(2I (and) 1 ·1/0" -1 ·1/4" 10d(3) or 8d (4) Panel siding (to framing): 112• or less 6d{6) (and~ 518" 8d(6) Fiberboard sheathing(7): 112" • no. It GA (8) 6d(3) no. 16GA(9) 25132" no. 11 GA(0) 8d(3) no. 16GA(9) FOOTNOTES TO NAILING SCHEDULE t. Common or box nails may be used except where otherwise stated. 2. Common or deformed shank. 3. Common 4. Deformed shank. 5. Ntails@ s• olc@ edges, 12• intermediate supports {10" interm. support at floors). except 6"@ all supports where spans are 4B~ or more. Nails tor wall sheath'g may be box common or casting. 6. Corrosion resistant siding and casing nails. 7. Fastener space 3• otc a1 exterior edges & 6" 0/c at Intermediate supports. 8. Galvanized roorg nails w/7/16" • head & 1·1/2" length for 112· sheath'g & 1 ·3/4" for 25/32" 9. Galvanized staple w/7/16■ crown & 1-1/8" length for 1/2" sheath'g &, 1-112" length for 25132 SECTION 06151 • TRUSS-JOISTS PART I • GENERAL 1.1 SUMMARY The work includes the furnishing and Installing of all truss-Joist work as shown and noted on the drawings and as specified. The Conditions of the Contract and Division l apply to this section as fully as if repeated herein. t.2 SUB MITT ALS Submit shop drawings in accordance with Saetlon 01340. Shop drawings shall be complete with all calculations necessary to meet code requirements, appropriately sealed by a California Registered Civil Engineer. 1.3 PRODUCT HANDLING all times. Handle tross-toist members so that they are kept in an upright positlon at PART 2 · PRODUCTS 2.1 MATERIALS Floor and roof joists shall be furnished by the Trus-Joist Corporation, or equal approved in accordance with Section 01630, and shall be of the type and series designated on the drawings. PART 3 • EXECUTION 3.1 INSTALLATION Install truss-joists al focallons lndlcaled. Secure joists to bearing plates through nailing holes in place with 10 gauge short na!ls. Install continuous bridging at locations indicated nailing to bridging clips with 10 gauge short nails. Lap bridging at ioints and install alternately on either side of bridging clips. En1ire installation Sheil conform with all code requirements. Provide bearing plates and bolt to steel members as required or detailed. SECTION 06180 • GLUE LAMINATED WOOD PART 1 • GENERAL t.t QUALITY ASSURANCE: Materials, manu1acture and quality control shall be in conformance with ANSI/AITC A190.1. 1.2 SUBMITTALS: t .2.1 Shop Drawings: Submit shop dra'Nings showing dimensions of each member and layout of entire glue laminated wood structural system. 1.2.2 Furnish an AITC inspection certificate, signed by the fabricator, stating that the glue laminated wood members were prod!,!Ced in accordance with the AlTC ~,nspe·ction Manual for Struc1ural Glued Laminated Lumber". 1.3 STORAGE AND HANDLING: 1.3.1 The glue laminated wood shall be well blocked oft the ground. Gover the top and ail sides with moisture resistant caper. Sill or puncture wrapping on the lower side to pennit drainage of water. 1.3.2 A coat of end sealer shall be app!ied ta the ends of members as soon as pradicable attar end trimming and before shipping. 1.3.3 Glue laminated members shall not be sealed except as provided above. PART 2 -PRODUCTS 2.1 MATERIALS: 2.1.1 Lumber tor laminating shatt meet the structural requirements and laminating specification of ANSI/AITC A190.0, and shall be of such stress grade to provide glued laminated members with allowable bending stress of 2400 psi (24F), horizontal shear 165 psi, Modules of Elasticity (E) 1,700,000 psi. Provide 24F-V4 OF/OF for simple spans and 2F·VB DF/DF for spans cantilevered over supports. . , Lumber shall be Douglas Fir Larch graded In accordance with grading provisions of West Coast Lumber Inspection Bureau or the Western Wood Products Assoc. tor laminating lumber. 2.1.2 Adhesives: Wet-use adhesives ANSI/AITC A190.1. 2.1.3 Appearance Grade: Exposed and panially exposed members in finished areas shall have an '"Archltecturai-appearance grade. Other members may have ,an •IndustriaI• appearance grade, AITC 110·76. 2.1.4 Members shall be wrapped for shipment with heavy water-resistant paper-. AITC 1 t 1-65 . 2.1.5 Camber: If required. camber shall be noted on drawings. PART" 3 -EXECUTION 3.1 GENERAL: 3.1.1 Erect members as indicated in accordance with AITC 105 and the appro•ved shop drawings and instructions of the fabricator. 3.1.2 Protect the members during the course of erection and construction so that rmembers are in good condition upon acceptance of the project. SECTION 06200 -FINISH CARPENTRY 1.1 REFERENCES: 1.1.1 Woodworking Standards: Fabricate finish carpentry to meet the requirements of •custom Grade· in accordance with the Woodwork Institute of California (WIC) "Manual of Millwor1<". 1.1.2 Lumbar and Plywood Standards: Meat the requirements of WoodWork Institute of California (WIC) •Manual of Millwonc.• grades as specified herein. 1.2 QUALITY CONTROL: .1 Stamp casework with the WIC Certified Compliance Grade .Stamp Indicating the grade spec11ied, certifying that the casework has been manufactured in accordance wi1h the WIC grade specified. 1.3 DELIVERY, STORAGE AND HANDLING: 1.3.1 Protection: Protect work during delivery, storage and handling to preven1 damage, soiling and deterioration. 1.3.2 Delivery: Do not deliver woodwor1< until palrt1lng, wet work and similar operations have been completed. Store under cover in dry location until time of installation. PART 2 -PRODUCTS 2.1 CASEWORK 2.1.1 Countertops and Splashes: .1 Custom Grade In accordance with WIC Section i6, plastic tamlnaIe covered, Including coved top to splash joints, exposed edges and ends self~edged. .2 Plastic Laminate: NEMA LDJ, General Purpose type, nominal 0.050 inch thick. .3 Backing Sheet'S: Manufacturer"s standard backing sheet, nominal 0.020 Inch 1hick. .4 Surface Finish: See drawings for manufacturer and color ot plastic laminate. 2.2. WOOD STAIRS: 2.2.1 Construction: Economy Grade, soft wood. meeting the requirements of WIC Section 13. 2.3 HARDWARE: 2.3.1 Rough Hardware: Nalls, botts, washers. nuts, wood screws, lag screws, other fasteners, shall be best suited for their specific condition. Nails shall be steel, common or finished, as required . TOILET ROOM WAINSCOT: 2.4.1 reed Plastic Coated Panels: by Marlite Division o · Masonite Corporation, panels, 4•-0· by e•.o· by 1/8 having a flames See drawings tor color selection a ation ·Mar1lte Bran • manufactured fiber reinforced polyester classification of 25 arr less • 2.4.2 Moldings: Moldi sad with ·nished paneHn~ shall be vinyl coated extruded atumlnuIm . ...-n-atch panels. Provide I corners, outside comers, ·=-"""mgs required. 2.4.3 Adhesives: Waterproof adhesive meeting the requirements "",..,., as approved by the paneling manufacturer. 2.5 MISCELLANEOUS MILLWORK: Finish carpentry, mltlwork and miscellaneous items and their related com~onanta which are to be turmshed are not necessarily individually described. Furnish and install finish carpentry work and miscellaneous items not mentioned or otherwise described in accordance with the intent of the drawings and spec1f1cat1ons and as required to complete the work. 2.6 PRESERVATIVE TREATMENT: Comply with requirements of WIC Standards for non-pressure treatm9:nt Of woodwork with non-aqueous water repellent solution, where indicated. Treat units ot woodwork after cutting, machining, sanding, gluing and assembling has been completed t_o the greatest extent possible. Coat surfaces cut after treatment with heavy brush coating of same preservative. PART 3 -EXECUTION 3.1 GENERAL: 3.1.1 verify dimensions in the flafd and related conditions before starting the work. Do no work In the areas of conflict until discrepancies have been corrected. 3.1.2 Use adhesives in the work In conformance with the manutadurer's specifications and recommendations for the application involved. 3.2 INSTALLATION: 3.2.1 Install finish carpentry work level, straight, plumb, and true to line and dimension indicated. Wherever required, accurately scnbe members neatly, snugly into place. 3.2.2 Wherever possible, work materials ta completion in the shop. Deliver parts of fabricated items to the site in as few pieces as posSlble. Fabricate mullions, haads, sills, and jambs in one piece wherever possible. 3.2.3 Members which Indicate checking or warping win be rejected. Poor grain combinations will also be rejected on parts which are to be exposed in the work. 3.2.4 Install assembled Items In the work caretuHy and neatly. Scribe as required for tight, straight, fit. Do not force installation. Shim as required for straight, level and plumb finished surfaces. 3.2.5 Protect all pans from Injury after lnstallatlon In 1he work and maintain protection until completion of the entire project. 3.2.6 lnstalla1ion ot Wainscot Paneling, Apply over gypsum boar!I in strict accordance with the manufacturer's printed recommendations. Install with all joints and score lines plumb and in perfect alignment. No horizontal joints will be permitted. 3.3 CLEAN UP Take necessary action to keep this work clean and free of dirt, trash, obstn.ic1ion and equipment .except that necessary for the proper comptetion of this work. Remove materials not used. DIVISION 7 • THERMAL & MOISTURE PROTECTION date: ,._.,., 1>,,-10, c;v drwn: ION 07120. FLUID APPLIED WATERPROOFING chk'd: PART • GENERAL job no: IIJ'J'1 I 1.1 PROJECT CONDITIONS: rev1s1ons: Apply wate roofing only when the Masonry and/or concrete has lul1y cured nd when weather co ltions ar.e suitable for satisfactory application as recomme ed by the manufacture , 1.2 Work shall be g ranteed watertight for a period of two years from d e of •Notice of Completion•. T ·s guarantee shall· include ruptures caused by cracking of the substrate up to ~/1 • in width. 2. t 2.1., Waterproofin tor Vertical Surfacea: Elastomeri waterproof coating shall be high-build, moisture ured, bitumen modified ureth ne coating. Approved products: Pacific Polymers, Inc.,: "Elasto•Dock B.T., ty Ir Mameco lnternati nal ·vulkem 201 H· Tremco "TREMpro f sov· Mu~I-Chemical Pro cts Inc. "Multf-Than 3000-HB" 2.1.2 Primer, sotvent ands alant shall be as mished or recommended by the waterproof coating manufacturer. ~ 2.1.3 Tape: Spun bonded p osier tape, 10 mils average thickness or other similar tape as recommended by the terprooti manufacturer. 2.1.4 Protection Board: Organl fibe oard, treated for resls1ance to fungus and insects, asphalt impregnated and a hal coated on both faces 1 /2 inch thlck or Amoco protection board Amocor -P84. PART 3 · EXECUTION 3. t. PREPARATION: 3.1.1 Cleaning: Remove oil, g as.a, cun would adversely affect the bond of w erproo1ing and debns. compound a.nd other materials thar aterial. Sweep surfaces free ot dirt 3.1.2 Cracks and Cold Joi ts: Clean cold i nts and visible cracks less than 111 s· wide. Apply a minimum 3. mil coating of wa rproo1ing with fiberglass scrim embedded therein extending a. istance at at least on either side of the JOinl or crack. Rout out cracks wider t n 1/16" to at least 114· ide by 1/4" deep and seal as specified for expansion and co trol jolnts. 3.1.3 Expansion and ntrol Joints: Clean. prime, install backer rod and seal joints. Place a bond bre er over sealant to prevent w terprooting matenal from bonding to sealant. ApplY. a minimum 30 mil coating of wa rproofing with fiberglass scrim embedded therein tending at least 5· on either side o the joint. 3.1.4 Primer: ply primer to surfaces to receive w terproofing materi_als, except wher~ the mat rial manufacturer specifically states that rimer is not required lor that sur1ace. 3.2 Apply the elasto ric waterproofing material m two coats to an ave ge thickness of 60 mils dry in a ordance with the manufacturer's printed instructions Thickness shall be uniform with· a tolerance o1 ± 5 mils over the entire surface ands II be checked at leas1 once i every 100 square 1eet of surlace with a wet mil thickn ss gauge. If membrane 1s not placed in one day. the ne)(t days appllcatlon shal overlap the previous wo by at least G•. the old surlace shall be wiped with so nt prior to application f new material. 3.3 INSPECTION: 3.3.1 Inspection: lmmadla!ely prior to application of protection board, the me brane tor thin spots, holidays, punctures or other breaks In the membra Patching: Patch leaks, thin spots, hoftdaya,l)Uncturas or other brea the embrane revealed by testing and inspection by wiping the area with solvent ap lying a full 60 mil thick coating to the area. .4 PROTECTION: Install protection board over surfaces againS1 which backfill will ba placed. Protect finished membrane against damage until backfill is placed. • () (..) >· .J CL. CL. ::, (Jr, ,. '' .,. 1111111---ca .. -.:!:: ::, :.J CL c:( .,, .. _ •:t --':l .,, 11111---....,, lLJ SECTION 07210 -BUILDING INSULATION ;~ ~d PART 1 • GENERAL Not applicable. 2 P.A 1 RT 2 • PRODUCTS ga: () BATT INSULATION: 2.1. 1 Insulation materials shall be mineral wool batts or blankets of the type I-~~ and A-value specified below as manufactured by Manville Building_ Products Carp., "'1fll"'" , Owens-Caring Fiberglass Corp., U.S. Gypsum Co., Aockwool !ndustnes, Inc. or equal. ~ R-value per floor plans. < 2.1.2 Between Wood Roof Joists: Foil faced blankets except where exposed in finished spaces, attic spaces or spaces above suspended ceilings facings shall be ·~ .... 1 ..._ flame resistant kraft-foil taminate. ~ 2.2. Between subpurllns at panelized roof: Where noted on drawinQs provide ..,_.,. Type 11 aluminum insulation attached to structure. PART 3 -EXECUTION 3.1 INSTALLATION OF INSULATION: 3.1.1 Insulation shall be Installed the lull height of the wall or between joists,•~ indicated. Insulation shall be continuous behind all outlet bo)(es and other devices. 3.1.2 Cut and fit Insulation materials around pipes, conduits, and other obstructions as necessary to maintain the Integrity of the insulation. 3.1.3 Installation ol Insulation shall be in accordance with the manufacturer$ recommendations. Insert blankets between the studs from tha inside faca of the walli recessed slightly from the face of the s1uds. Where blankets are not adequat~I,'. O' supported by friction, anach the blankets with adhesive, 9/16 Inch long dlvergen1 poinl staples located at tour corners and center of each blanket or with tie wires spaced not · · mare than 36 inches on centers. ; z ~) -~ ... -." .. ··.·.'.·.·,·.,, ··; \1. ,,,,,.! ' ·.,t·• '"I,, ,, ,,• ,;~, <C 0 .. 0 <C m U> ... a: <C 0 U) ~ <C 0 0 <C m Cl) ... a: <C CJ l)~ Zr-... -Lr) Qt:: I I.I.I ~ I.UN z~ -c,-, l) ,-z :::9 I.I.I • sheet no. \ SP-3 r"""."'" --···--"" ~··-~~· ' I ' : I DIVISION Z • THERMAL & MOISTURE PROTECTION {CON'D SECTION 07510 • BUILT-UP BITUMINOUS ROOFING PART 1 • GENERAL 1.1. GUARANTEE: The built-up roofing shall be guaranteed against leakage due to defects in materials or workmanship for a period ot two years 1rom the date of Notice of Completion. Prior to commencement of rooling owner will be given option to up grade guarantee based on materials actually being installed. The Contractor shall notify owner in adequate time for owner to make decision. PART 2 • PRODUCTS 2.1 ROOF iYPE AND MATERIALS MANUFACTURE; 2.1.1 Roofing shall be class 8 minimum underwriters' laboratories approved. 2.1.2 Roofing System (cap sheet): Materials specified are standard produds of Manville Building Material Corp., Specification No. 4GNC quantities and weights specified are minimum per 100 square 1oet. , 1 Summary of matenals per 100 square feet lor Manville No, 4GNC Fetts: Bitumen: Glasbase GlasPly GlasKap Mineral Surfaced Cap Sheet Steep Asphatt (Type Ill) 1 layer 2 layers 1 layer 81 lbs 2.1,4 Base Flashing: Manville base flashing specification No. FE-1, modified as indicated. 2. 1 .5 Cants: ManVille "Fesco Board Cant Slnps•. 2.1.6 Flashing Cement: ManVille "Asbestlle", or APOC #122, 2.1. 7 Roofing expansion iolnt: Manville EJ~6 where noted on drawings. 2.1.8 Equal products of the following manutacturers are acceptable: Owens/Corning Fiberglass Conglass GAF Corporation PART 3 • EXECUTION 3.1 PREPARATION OF DECKS: Clean deck of all dust, dirt debris and foreign material. Cover cracks and end join1s more than 3/8" wide with 26 gauge galvanized sheet metal nailed in place. Provide cant strips in angles formed by the root decks and verticaJ surfaces. Miter joints in cant strips. 3.2 ROOFING APPLICATION: 3.2.1 Cap Sheet Rooling: . , Apply one layer GlasBase base sheet starting at the low edge 113,pping each course 2" over the preceding one. Lap ends at least 6". Nail 9" o.c. at sidelaps and 18"0.c. along 1wo intermediate lines 12'" 1rom each edge of the felt. Use bartled roofing nails driven through tin caps unless the nail or fastener has an integral flat cap no less than 1 • across. .2 Starting at the low edge, apply one 1 a• wide layer; then over that a full 36• wide layer of G1asPly felt. Apply the fotlowing felts as full 39• widths overlapping the preceding felt 19· so that at least 2 plies felt cover tho base sheet at an locations. Install each felt so that it is firmly and uniformly set without voids into hot asphalt applied just before the felt at the nominal rate recommended by the manufacturer but not less than 23 pounds per 100 square feet. .3_ Starting at the low edge. apply one layer of GlasKap cap sheet. maintaining 2" side laps and s• end laps over the preceding sheets. Back mop the cap sheet and flop it into a full width mopping of asphalt at a minimum rate of 23 pounds per square. 3,3 BASE FLASHING APPLICATION: 3.3.1 At vertical intersections, includlng curbs and equipment pads, apply a Manville FE-1 flashing system with metal cap flashing. Apply one layer of Manville GlasBase and one layer at GlasKap set in a so!id mopping of hot steep asphalt. Nail top edge on a· centers. End laps shall be at least 3"' wide stripped with flashing cement reinforced with felt. Base flashing shall extend from a point 4• out on the root to at least a· above the top at the cant. 3.3.2 Under mechanical equipment supports, the base flashing shall be applied to reinforce the roofing membrane. 3,4 FLASHINGS AND MISCELLANEOUS ITEMS: 3.4.1 Metal Flashing, and Flashing for Vents, Drains, Etc.: Sheet metal Jlashlng flanges, sheet metal pitch pocket flanges, leader and ven1 connection flanges. and other fittings coming through the roof shall be set on top of the last layer of felt, embedded in black plastic cement, 11a· thick and the full width of the 11ange, and naHed In place at 6"' centers. Than cover flanges with two plies ot fiberglass finishing felt, the fist ply laid in hot asphalt extending 8" beyond the edges of the underlying ,metal. and the second ply laid in hat asphalt, extending not less than 2· beyond the 1irst ply. 3.4.2 Prime metal surfaces that are to receive built-up roofing materials with asphaltic cut-back type concrete primer applied at the rate of one (1) gallon per 100 square feet. SECTION 07600 -FLASHING AND SHEET METAL PART 1 · GENERAL t. 1. REFERENCES AND STANDARDS: Sheet metal work shall be fabricated and Installed in accordance with the •Architectural Sheet Metal Manual"', 1979 Edition. of the Sheet Metal and Air Conditioning Contractors National Association, Inc. (SMACCNA). PART 2 · PRODUCTS 2.1 MATERIALS: 2. t.1 Galvanized Sheet Metal: ASTM A 525-83 or A 446-83, as required, with mimmum Zinc coating of 1.25 oz./sq. ft. and 0.2% copper bearing. 2. 1.2 Aluminum Sheet: ASTM B 209. Alloy 3003 or 5005. temper required for forming. Finish as specified in Sectibn 05030. 2, 1.3 2,1.4 be used. 2.1.5 Lead Sheet: Grade B. minimum weight 4 pounds per square foot, U.O.N, Solder: ASTM B 32-83. Grade A. Remelted or reworked solder shall not Flux: Muriatic acid killed with zinc or an approved brand o1 soldering flux. 2.1.6 Fasteners: Same metal or a metal compatible with the items it contacts. Stainless steel fasteners shall be used to fasten dissimilar materials. 2.1.7 Nails, Rivets, and Fastenings: Nalls shall be case•hard~ned.~ncrete nails over concrete and roofing nails over wood. Where sheet metal 1s built m over roofing materials or other sheet metal, use nails with 1 • tinned discs. Rivets shall be tinned soft iron rivets. Sheet metal screws shall be Parker Kalon type. or equal. 2.1.8 Reglet and Countorflashir,g assembly: Cast in place •Fry Sp~ngtock Flashing System· as manu1adured by Fry Reglet Corp. or "clip-lock flashing and regler as manufactured by Lane~Aire or approved equal. PART 3 • EXECUTION 3, 1 FABRICATION AND INSTALLATION; 3.1.1 General: Sheet metal work related to roofing work shall be coordinated with the roofing work. Flanges of sheet metal items sha!l be installed an top of last rooling ply in full bed of asphat1ic plastic cement 110· thick. 3. t.2 Soldering: Edges of sheet metal shall be pretinned. Soldering shall be done slowly with heavy, well-heated, properly tinned coppers, 10 heat thoroughly the seam and completely sweat the solder through the full width of the seam. 3.1.3 Parapet Caps: Fabricate of gatvanlzed sheet metal 24 ga. min. Provide pre1abricated mitered internal and G)(ternal corners. Joints between sections shall be lapped a min. of 2•. Seal laps and corners with butyl sealer. 3.1.4 Reglets and Counterttashings: Install in accordance with tho manufacturer's printed installation drawings and instructions and as indicated. 3.1.5 Miscellaneous Flashings and Metal Trim: Miscellaneous flashings, metal trim, and their related components are not necessarily individually described. Miscellaneous items and trim not mentioned or described shall be furnished and installed in accordance with the intent of the drawings and specifications and as required ta complete the work. 3.2 SHOP PAINTING Sheet metal surfaces which will be concealed in the finished work shall be treated with an approved acid wash and then shop painted with one coat of zinc dust-zinc ·oxide primer. Sheet metal surfaces which will be exposed in the finished work are specified to be treated and prime-painted under Sedion 09900. SECTION 07720 -ROOF ACCESSORIES PART 1 · GENERAL 1. 1. SUBMITTALS: Submit catalog cuts Or manufacturer's brochure indicating compliance wit~ the requirements ot these specifications. Installation directions shall be included m the submittal. PART 2 • PRODUCTS 2.1 Roof Hatches: Galvanized Steel Roo1 Access Hatches: Sileo Model •s- 20·. lnryco Milcor Model RBS, Dur-Red Model "LH·G" Lane A,re #3844 or an equal approved in accordance with Section 01630. Sl2e shall be as indicated. 2.2 Skylights Self-flashing Ventilating Skylights: Single dome ventilator (storm proof) type, Brisloli~e series 4896 ASL-9, Paci1ic Skylights 4896 S.F.V.L or an equal approved in accordancs.. with Seption 01630. Size shall be as indicated. f:'~'7 I Ovi-rA 8 1.c-.e,,.o '1f 11,-A-(v'OI .1 OomE!s tnall be tree farm shape, high whitS tran!lucent acrylic plastic. .2 Frames and Retaining Caps: Extruded aluminum alloy 6063-TS. PART 3 • EXECUTION 3.~ INSTALLATION: Install roof accessories in strict compliance with these documents, 1he Draw!ngs and manufact_urer's specifications, Hatches shall be secured to roof dock or to wood curbs or nailers with lag screws. SECTION 07920 -CAULKING AND SEALANTS PART 1 • GENERAL 1.1 SUBMITTALS: Submit for selection, samples indicating the color range available for each caulking and sealant material. 1.2 JOB CONDITIONS: Apply caulking and sealants only when wea_ther conditions are within the manufacturer's recommended limits for sal!sfactory 1nstallatlon. PART 2 • PRODUCTS 2.1 MATERIALS: 2.1.1 Exterior Vertical Applications: One or two component. non-sag, polyurethane base rubber compounds. in gun grade consistency. Use Pecora ·oynatro1·, Sonneborn ·sonnalastic NP\ Mameco ·vulkem 116" , or ·vulkem 22r, or Tremco •oymeric". 2.1.2 Exterior Horizontal Applications: Two component, self leveling, polyurethane base sealant, Mameco •vulkem 245"', Pecora, •NR200 Urexpan-, Sonneborn ·sonolastic Paving Joint Sealer", or Tremco "THC-900". 2.1.3 Interior Applications: Latex acrylic based general purpose caulking compound, Pecora ·Ac-20·. OAP ·Acrylic Latex·, or Sonebom "Sonalac". 2.1.4 Primers: Primers shall be quick-drying, colorless. nonstaining seater of type and consistency as recommended by the manufacturer of the caulking and sealant material. 2.1.4 Packing: Sealant backup and -packing for caulking and ~eatant compounds shall be non-staining resilient matenal, such as glass 11ber roving, or neoprene, butyl, polyurethane, or 01hor open cell 1aams, compatible with the compound used. 2.1.s It shall be the installers responsibility to verify the ca_ulking and sealants are compatable with materials th·ey are being installed in contact with. PART 3 · EXECUTION 3.1 SURFACE PREPARATION: 3.1.1 Joints and spaces to be caulked or sealed shall be completely cleaned of dirt. dust. monar. oil. and other foreign materials. 3.1.2 Alt joints shall be enclosed on 1hree sides. Where arooves for adequate caulking or Mating have not been provided. suitable grooves shall be cleaned out to the depth required and! g_round to a mmimum width of 1/4 inch without damage to the adjoining work. No grinding shall be required on metal surfaces. 3.2 APPLICATION: caulk and seal around all openings In exterior walls, and other loc~tl.ons shown or required for waterproofing the building. Caulk and seal all other JO!nt.s as herein specified, shown on drawings, and required to properly complete the bwldmg. DIVISION 8 • DOORS & WINDOWS SECTION 08100. STEEL DOORS AND FRAMES PART 1 • GENERAL 1. t GOVERNING DOCUMENTS: 1.1.1 UL (Underwriters' Laboratories, Inc.) Building Materlals Dlreciory, lor labeled openings. 1.1.2 Steel Door Institute Standards. 1.2 SUBMITTALS: Submit shop drawings of all hollow metal, including a complete schedule of all doors and frames. 1.3 OUALliY CONTROL: 1.3.1 Protection; Individually paper wrap each door. Protect tor shipping in either wood crates or paper canons. Do not stare doors or frames in contad with the ground. t .3.2 Templates: Secure templates from finish hardware supplier for specified hardware anci mounting locations, PART 2 • PRODUCTS 2.1 DOORS: 2.1.1. Materials: Commercial quality, stretcher leveled, cold rolled steel conlorming to ASTM A 366-72 or hot rolled steel, pickled and oiled conforming to ASTM A 569•72, 2, 1.2 Construction: Doors shall be lull flush type, 1-3/4 Inch thick, fabricated from 16 gage steel sheets with no visible seams at either face, rigidly connected and reinforced. Top and bottom edges to be closed and flush with 18 gauge channels. 2.1.3 Internal Construction: Vertical and/or horizontal steel, rigidly farmed, welded to the face panels wi1h sound deadening material filling all inte_rior hollow spaces; or polyurethane, polystyrene or mineral core bonded to the inside of both faces. 2.t.4 Hardware Preparation and Reinforcing; Factory mortise, reinforce, drill and tap for mor1ised hardware. Reinforce doors 1or specified s_urface applied hardware. Provide manufaclurer"s standard heavy duty hinge (butt) reinforcement, 10 gauge minimum; 12 gauge for ctosers and 1 4 gauge minimum for all other hardware re1nrorcement. 2.2 FRAMES: 2.2.1 · Materia!s: Commercial quality steel as specified for doors. E)(terlor door frames shall be pnmed with two coats at ZRC. 2.2.2 construction: Welded-unit type with integral stop and trim, tabrtcated from t6 gauge steel for exterior locations, 18 gauge steel for interior locations. Head jamb member joints shall be mitered, welded and ground smooth. 2.2.3 Anchors: Provide welded-in floor anchor in each jamb member and a minimum ot three wall anchors at each jamb. Wall anchors shall be of type recommended by the manufacturer for fastening to the specific wall condition. Provide UL approved anchors at labeled frames. 2.2.4 Hardware Preparation and Reinforcing: Factory mortise, reinforce, drill and tap tor mortised hardware and reinforced for surface appli~d. hardware. Provide manufacturer's standard reinforcement for hinges, lO gauge minimum; 12 gauge for closers and 14 gauge tor other hardware reinforcement. Provide grout guards for grouted frames at hardware cutouts and mor1ise hardware locations. Provide three rubber button silencers at single door strike jambs and one per leaf at tho head of pairs of doors. 2,3 SHOP FINISH: Thoroughly clean, bonderize and give a factory dip or spray coat of rust-inhibitive metallic oxide or synthetic resin primer. 3.1 INSTALLATION: 3.1.1 The bottom of frames e.hall be anchored securely to floors. Wall anchors shall be built-in or secured to adjoining construction. Where frames require ceiling struts or other structural overhead bracing, they shall be anchored securely to structure above. 3.1.2 Doors shall m snug agains1 stops. Fit accurately and hang free from hinge bind. 3.1.3 Installation of labeled doors and frames, including hardware and operational characieristics, shall be in accordance with the Uniform BuHding code. SECTION 08210 • PRE-FIT DOORS AND METAL FRAMES PART 1 • GENERAL SUMMARY: 1.1 REFERENCE STANDARDS: The editions of the specifications and standard referenced herein. published by the following organizations, apply to the work only to the extent specified by the reference. 1.3.2 American Society tor Testing and Materials (ASTM) 1.3.3 National Fire Protection Association (NFPA). 1.4 SUBMITTALS: 1.4.1 Manufacturer's Data: Submlt catalog cuts or other data Indicating thickness, details of stile, raH and core construction of doors, type of adhesive, face veneer. 1.5 PRODUCT DELIVERY, HANDLING ANO STORAGE: 1.5.1 Delivery: Sear all tour edges of doors prior to shipment. Deliver doors and frames to the site after plaster, concrete and masonry are dry and the building has reached the1 average prevailing relative humidity ot the locality. 1.5.2 Storage and Handling: Store doors and frames in an area where there will be no grreat variation in temperature or humidity. Stack doors !lat on 2· x 4"' lumber laid 12"' from ends and across the center. To protect surlaces, provide plywood or cardboard under tho bottom door and over the top of the stack. Do not drag doors across one another. 1.6 GUARANTEE: In addition t,:o the warranty and correction of work provisions of the Gene_ral Conditions, furnish to tlhe Owner a wntten guarantee of workmanship and matenals under the conditions of the NWMA standard door guarantee except the guarantee period shall be 5 years flor interior doors. PART 2 · PIRODUCTS 2.1 INTERIOR FLUSH DOORS: 2.1.1 Doors shall be 1-3/4" thick, unless otherwise Indicated. 2.1.2 Door faces to be paint grade shall be noted on drawings. 2.1.3 Prefitting: Doors shall ba completely sized and machined at the factory by the door manufacturer. The work shall include sizing, bevelling edges, mortising, and drilling. for al! hardware and providing all necessary openmgs tor glass and louvers. Provide the door manufadurer with the necessary hardware samples, templates, firame, and hardware schedutes to coordinate work. 2 2 INTERIOR METAL DOOR FRAMES: 2.2.1 Frames shall be preflnlshed knock-down steel· door frames as manutadured by one of the firms listed below or equivalent approved in accordance with Section 01630, Timely Industries •commercial Sertes • "C" (18 GA.) Sllmfold Mfg, Co. Inc, "Redilrame· (18 GA.) 2.2.2 Frames shall consist of separate strike and hinge jambs and headers formed of oo!d rolled steel. Provide pre-mitered casing sections of 18 gage steel with aligning corrner plate inserts. Reinforce frames with 14 g~ge reinforcement plates to accommodate hinges specified In Section 08710. Give exposed surfaces an electrostatically applied and baked-on finish. Color to be selected from standard colors by architect. PART 3 • EXECUTION 3, 1 INSTALLATION: 3.1, 1 lnstaU metal frames in accordance wl1h frame rnanulacturafs lnstructlona. 3.1.2 All doors shalt ba accuratetv hung, shall fit snug against au stops, and shall hang free 1rom hinge bind with uniform clearance at 111s· at heads and jamos. Undercut doors for carpeting and ventilating purposes where required. Finish hardware shall be removed for painting and finishing and reappied after finishing Is completed and dry. SECTION 08330 • COILING DOORS PART 1 • GENERAL 1.1 SUMMARY: Th,e working Includes Installing roll-up coiling doors, complete with chain hoist and securely anchored attachment PART 2 · PRODUCTS 2. 1 COILING DOORS: 2.1.1 Door Curtain: ln1erlocking flat faced slats equal to Cookson No. 5, de·signed to withstand wind loading o1 20 pounds per square foot. not less than 20 gage galvanized cold rolled steel. 2.1.2 Guides: Fabricate of steel shapes. 2.1.3 Weather Seals: Natural rubber or neoprene rubber weatherstripping. 2, 1,4 Coun1ertalanclng Mechanism: Manutac1urefs standard adjustable steel helical torsion spring mounted around a steel shaft in barrel. 2.1.5 Hood: Enclose curtain and operating mechanism. Provide closed ends for surface mounted hoods. Fabricate of not less than 24 gauge galvanized steel. 2,1,6 surtaces. Painting: Shop clean and prime all ferrous mete.I and galvanized 2.1. 7 Chain Holst Operator: Continuous cadmium plated steel chain with self~ locking mechanism. 2.1.8 ProVide interior padlock pad lor owner supplied padlock. 2.1.9 Approved ProduciS: Type FC-Chain; The Cookson Co. CF10; Pacific Rolling Door Co, S21GS: Atlas Door Corp, WFC-25; R & S Manulacturing. Inc. PART 3 · EXECUTION 3.1 INSTALLATION: All work shall be securely installed in accordance with the manufacturer's directions . SECTION 08410 • ALUMINUM ENTRANCES AND STOREFRONTS P,ART 1 • GENERAL L1. SUBMITTALS: 1. 1 .1 Submit samples of extruded shapes showing finish specified. 1.1.2 Shop Drawings: Shop drawings and calculations shall show that members and reinforcing conform with COde requirements for deadload. windload, and connections. PART 2 • PRODUCTS 2.1 ALUMINUM: Extruded aluminum sections shall be 6063•T5 alloy. sheet aluminum shall be 5055 aluminum alloy. Exposed materials shall be free lrom defects and other surface blemishes. 2.2 ALUMINUM FRAMING, WINDOWS AND ENTRANCES: 2.2.1. Aluminum systems shall be as manufaciured by U.S. Aluminum. Inc., K,awneer, or equal approved in accordance with 01630. The system indicated shall be as detailed on drawings. 2.2.4 Vertical and horizontal steel reinforcing shall be based on structural calculatlons and design analyses for Imposed deadloads and windload. Provide reinforcing for hardware Items to be secured to atuminum framing such as hinges, bllltts, closers, etc. 2.2.5 Flashing: '.040' !hick. 2 .. 2.6 Door frames shall have snap-in type door stops with hard-backed p(Olypile wea1herstripping at head and jambs. 2 .. 2.7 Manufactured window and door units are to be labeled as meeting A..N.S.I. Standards for air infUtration. 2.2.8 Stare1ronVcurtalnwaU manufacturer/Installer shall Include in the design arnd Installation 01 these systems adequate glass engagement into trames to prevent gllass from separating from frames and sealant under normal building deflection. 2 .. 3 ENTRANCE TYPE SWINGING DOORS: 2 .. 3.1 Doors shall be equal ta U.S. Aluminum #250 narrow stile with 1 o· Bottom R"1il. 2 .. 3.2 Corner construction shall consist of both sigma deep penetration weld aind mechanical fastening, 2 .. 3.3 Glazing Stops: Interior, snap-in type with neoprene bulb type glazing; e:xterior, lock-in tamper-proof type. 2 .. 3,4 Doors shall be weatherstripped on three sides with me1al·backed pile clloth. At siJl, provide neoprene sweep weatherstripping. 2 .. 3.5 Finish Hardware: Provide as a minimum a •Jackson· 20-330 overhead c10ncealed closer (JED-101 center pilot), a deadlock "Adams/Rite MS 1850, with irndicator MS 4089 and collar MS 4043, 2 each Builders Brass 290-4 push/pulls and "~eese• S405A threshold. Cylinders to be provided by finish hardware supplier to nnatch other building locks. 2.4 FASTENERS: Nluts, screws, washers, bolts, clips, miscellaneous fastening devices, and internal ciamponents shall be aluminum, stainless steel. or other non·corrosive materials, or p1rovid& proper isoll.ltion gaskets. 2,,5 GLAZING GASKETS: Extruded neoprene synthetic rubber, bulb-type, COn11nuous, standard with the manufacturer 01 the ah.tminum frames. color blaek unless noted. 2.6 ISOLATION COATINGS: Alkali-resistant bitumastic palnt. 2:,7 FINISH: Specified in Section 05030 A #100 clear anOdic coating conforming to Aluminum Association Standard AA- M12 C 22 A 31. PART 3 • EXECUTION 3.1 INSTALLATION, WORKMANSHIP, ANO STANDARDS: 3.1.1 General: Work shall be performed In accordance with recommendations ot the manufacturer. 3.1.2 · Wind Load: Design 10 withstand a wind pressure of 20 pounds per sq. n. with a maximum permissible de11ection 01 Ut 75. 3. 1 .3 Caulking: Joln1s shall be caulked with compounds and tape specified. 3.1.4 Finish Hardware: tnstall without marking or defacing hardware or finish work. Hardware shall be fastened with machine screws or botts. Fastenings shall be stainless steel or tempered aluminum. Install thresholds embedded in approved mastic. 3.1.5 Test hatdware to assure correci alignment and operation. Adjust door closers so that doors open smoothly under proper pressure. Clean and polish hardware. Make final adjustments as required for per1oct door operation. SECTION 08710 • FINISH HARDWARE PART 1 · GENERAL 1. t SUMMARY: The work includes the furnishing and installing of all linish hardware complete as shown and noted on the drawings and as specified. 1.1.2 Furnish all finish hardware required to complete 1he work as indicated on the drawings and as herein specified, Provide all trim, attachments and fastenings spec11ied or required for proper and complete installation. Include au hardware under this section of the specilications that is not specified in other sections, whether or not such hardware is herein scheduled. 1.2 GENERAL REQUIREMENTS: t.2.1 Packing, Marking and Dellvering: Each unit of hardware shall be individually packaged, complete with proper fastenings and appurtenances. Each package shall be clearly marked on the outside to show the contents and specific location in the work. Except where otheIWise specified, deliver all hardware to the jobs1te. 1.2.2 Guarantee: Hardware shall be guaranteed for a period 01 two years from date of Notice of Completion, in the manner specified under Division 1. Defects in materials and workmanship occurring during the guarantee period shatl be corrected to the satisfaction of tho Owner. 1.2.3 Adjustment and Inspection: During the installation 01 hardware. a periodic inspection in company with the Architect shall be made by the Architedural Hardware Supplier. Any hardware improperly installed shall be removed and reinstalled al the Contractor's expense. Al the completion of the work, a final inspection shall be made as specified in Section 01700. 1.3 SUBMITTALS: 1.3.1 Hardware List: Prepare and submit a hardware list for review. The list shall Identify each hardware by manufaciurer, manu1aciurers catalog number and exact location in the work. Hardware list shall be in suitable form to facilitate ready checking and review. Rev!ew ot the hardware schedule does not relieve the hardware supplier from the responsibilily of furnishing the job complete. The hardware supplier shall furnish to the Owner a copy of purchase orders showing the date of placing ordar. 1.3.2 Samples: When so direcied by 1he Architeci, a sample o1 each item of hardware proposed in the work shall be submitted for review. 1.3.3 Templates: In order to insure proper placement and fit. hardwa're in connection with metal doors or metal frames shall be made to template. Templates or physical hardware i1ems, shall be furnished to manutaC1urers concerned and shall be supplied sulficiently 1n advance 10 avoid delay in the work. 1.3.4 Catalog Cuts: When so directed by the Architect, provide ca1alog cuts of every ilem furnished for this project. Show linishes, sizes, catalog numbers and pictures. Explain fully all abbreviations. 1.4 KEYING ANO MASTERKEYING: 1.4.1 Locksets and cylinders shall be keyed, masterkeyed, and grand master keyed at the factory where records shall be es1ablished and maintained as directed. 1.4.2 Fumish 2 change keys per lockset. Furnish master keys as directed. 1.4.3 Coardlna1e all reciuired keying wilh tho Owner prior to purchasing of hardware. 1,5 TYPE OF LOCK DR LATCH: Exit doors shall be openable trom 1he Inside without use of a key or any spacial knowledge or effort. Exception: 1. This requirement shall not apply to exlerior e)(lt doors tn Group B Occupancy if there is a readily visible, durabte sign on or adjacent to the door stating THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS, The sign shall be in tatters not less than 1 inch high on a contrasting background. The use of this B)(Ception may be revoked by the building official for due cause. PART 2. PRODUCTS 2.1 FINISH OF HARDWARE: The finish of hardware shall be as herein specified. Special care shall be taken 10 co- ordinate the finish of the valious manufacturers to insure a uniform acceptable finish. The finish of hardware shall match the finish of the lock.sets unless otherwise specified. 2.2, LOCK UNIFORMITY: 2.2.1 Except wt\ere otherwise specified, locksets, latchsets, cylinders and component parts, as specified hereinafter shall be by Sargent or equal, approved in accordance with Section 01630. .1 Locksets shan be heavy duty mortise type, Sargen18100 Serles. Exterior doors shall meet the hlghes1 security qualit!catlons in accordance with local codes. .2 Locksets al'\d cylinders shall have a minimum of six pins. .3 Lock strikes shall be boxed, and shall have a curved lip of sufficient length to protect the trim and jamb. .4 Levers shall be supported by a gun type spring housed wltl11n the case to prevent sagging. Auxiliary spring moun1ed in the rose is not acceptable. 2.3 HINGES: 2.3.1 Hinges shaH be full mortise, template type, unless otherwise scheduled. Hinges shall have non-rising loose pins, ball or oilite bearings, and flat button tips, except when 01herwise specified. Where necessary to keep door leaf clear of walls, casings, jambs or reveals in door openings, wide throw hinges of an approved typo shalt be furnished. All doors shall have a minimum of 3 hinges and doors over 7'-6• shall have one extra hinge for each two and one half feet of height. 2,3,2 Exterior Door Hinges: Heavy duty type, 5 knuckle out-swinging door hinges of hardened steel (1actary primed) with nan-removable pins and security studs. 2.4 DOOR CLOSERS: Door closers shall be as specified In the Acceptable Manufacturers List approved In aceordance with Section 01630. Furnish flat rectangular type closers with covers. Size closers In accordance with the manufacturers recommendations and good standard practice. Closers shall be concealed at storefront Installations. Surface mounted closers shall be the product of a single manufacturer. Closers shall have nonferrous covers and cast iron cases. 2.5 DOOR STOPS ANO HOLDERS: Place door stops in such a position that they permit maximum door swing but do not present a hazard or obstruction. Furnish strikes of proper height 10 engage holders on doors. 2.6 PROPRIETARY PRODUCTS: References to specific proprielary products are used to establish minimum standards of u1ili1y and quality. Design is based on the materials specified: other matona1s may be considered in accordance with the provisions of Section 01630. 2.7 MAINTENANCE RELATED ITEMS: Provide one (1) set of Installation and Ad/usting Tools, one (1) set of Maintenance Manuals far locksets and door closers direct to tho Owner. 2.8 ACCEPTABLE MANUFACTURERS: As N01ed. 2.8.3 Design-basis manufacturers and acceptable substitutes: Item Butts Locks/Latch Closers Misc. Thresholds Manufacturer McKinney Sargen1 8100 LNH design Sargent BBW Pemko 2.9 OTHER MATERIALS: Acceptable Substftule Stanley, Hager Schlag• K series LCN Quality, Glynn Johnson Reese, Ultra All other materials, not specifically described but required lor a. complete and proper finish hardware installation, shall be as selected by the Contractor subject to review. 2.9.2 For tlnish han:fWare at storefront doors, see Section 08410, para. 2.3.5, 2.10 FINISHES .1 461 -black at black storefront .2 626 • Satin chrome all other, 2.11 DELIVERIES: Stockpile all items sufficiently in advance to ensure their availability and make all necessary deliveries in a timely manner to ensure orderly progress of the total work. PART 3. EXECUTION 3, 1 DOOR CLEARANCE: 3.1.1 Unless detailed otherwise on the drawings, provide the following door clearances: .1 Floor Clearance: .2 No Threshold Threshold Head and Jamb Clearance: 3.2 HARDWARE PLACEMENT: 51s• for wood doors 118" typical 1/6• max. 3.2.1 Unless detailed otherwise, place hardware at 1he lollowlng heights , above finish floor: , 1 ,2 .3 .4 Strike (Centerline) for Knob Locks. Handle Sets Latches: Push bar and Pull (Centerline): Deadlock Strike: Hinges, Kick Plates: 3,3 INSTALLATION: 40-5116" 48" 40" Manufacturer's Standard 3.3.1 Install hardware in precise manner, per manufacture(s Instructions. Drill and tap for surface mounted hardware an metal. Set hinge leaves snug and flat in mortises, tum screws 10 flat seat (do not drive). 3.3.2 Mount door closers tor maximum swing of door before sehing stops. Drive hinge pins down and tighten set screws, 3,3.3 Install locks with keyways in proper position, with knobs, roses and escutCheons firmly affixed. 3.3.4 Set thresholds In waterproof sealant and secure with lead shields and countersunk screws of same 1inish as threshold. 3.3.5 Except for hinges, do not install hardware until completion o1 palntlng and finishing work. 3.3.6 Adjust door closers for closing speed, latching speed, back checking, and adjust hold open devices for full control of door. 3.3.7 Upon completion of installation and adjustment, provide required dogging keys, closer valve keys, lock spanner wrenches, and other factory furnished installat!an aids. Instructions and maintenance guides to owner. chk'd: job no: I 1'?11 rev1s1ons: • 0 0 > ..I a. D. :::, en ✓ C, z -m :e :::, ..I CL <t z <t -C z - c (.) .. Q <C m en ...I a: <C CJ t/J ~ <C 0 0 <C m en ...I a: <C (.) ~':~~~~-~::~~':;r:t,,.. "· ' .~;,i.),.iilll""" sheet no. I \ I I I I I I ----------·-------------------i------------------------------~--------------------------------------------------------rr:======;i, I DMSION 8 -DOORS & WINDOWS (CQN'D SECTION 08800 • GLAZING PART I -GENERAL 1. I. CODES AND STANDARDS: Glaz:ing methods shall be In accordance with Flat Glass Marketing Association ·Glazing Manual'", latest manual. Glass and glazing shall also conform with the ·uniform Building Code•. Chapter 54, •Glass and Glazing•, and to the recommendations of the specific manufacturer of the glass being used on the project. PART2 • PRODUCTS MATERIALS: 2.1.1 Table No. speofled. Glass: Thickness shall be as required by the '"Uniform Building Code•. 54-A, for size of opening, except where thicker glass is indicated or .1 Glass shall be o1 types Indicated and shall be heat strengthened where indicated or required. 2.1.2 2.1.3 2 Acceptabl,e manu1acturers: .1 Libby-Owens-Ford Co. PPG Industries Inc. Guardian Industries Corp. Ford Glass Division Saint Gobain Setting blocks shall be semi-hard neoprene or vinyl rubber. Elastic Glazing compound For butt glazing use structural silicone sealant as follows: Dow Corning Corp. •No. 795• General Eleciric Corp. 'No. SCS 1200" Tremco Spectrem 2 . 2 For other exterior glazing use siffcone sealant as follows; Dow Coming Corp. "No. 795" General Electric Corp. "Silglaze 2400" 2.1.4 Glazing Gaskets: Extruded E.P.D.M. or neoprene synthetic rubber. 2. t .5 Pre-shimmed tape shall be polyisobutylene butyl as follows: Pecora •Extru-seal preshimmed• Tremco "Pre-shimmed 440 Tape· 2.1.6 Preformed Gaskets: Close cell sponge neoprene and dense neoprene wedge gaskets, 2.1. 7 It shall be the glass installers responsibility to verify that au components being utilized are compatible with the glass and its coating, if any, and other storefrontlcunain wall components. PART 3 -EXECUTION 3.1 GLAZING: Conform to 1he glass manufacturer'~ instructions regarding cleara~ces, bite, setting blocks, and face shims. Use sealant systems recommended by the manufacturer of the unit to be glazed. Install sealants in accordance with sealant manufacturer's recommendations. Shop cut all glass: cut clean. straight edges. tree from chips and fissures. Fixed stops. glass edges, and applied stops shall be cleaned of all dust, dirt, oil, or other debris before glazing. Dry aJI glazing components comple!ely. DIVISION 9 -FINISHES SECTION 09250 • GYPSUM BOARD PART 1 -GENERAL 1.1 CODES: Gypsum board construellon shall conform with the "Uniform Building Code", Chapler 47, •wall and Ceiling Covering•. fire resistive walls, partitions and ceilings shall also conform to Chapter 43 '"Fire ResiS1ive Standards·. 1.2 PRODUCT DELIVERY, STORAGE, AND HANDLING: Deliver gypsum board and accessories In the manufacturer's original unopened containers bearing the manufacturer's name and brand designatlon. Fire resistant type gypsum bOard shall bear the Underwriter's Laboratories, Inc. (UL) label or label ot another organization acceptable to ICBO. PART 2 -PRODUCTS ·2.1 MANUFACTURERS: Acceptable manufacturers Include the following: Flinlkote Georgia -Pacific Corp. Gold Bond Building Products Div. United Stales Gypsum Co. 2.2 MATERIALS: 2.2.1 Gypsum Board: Meet lhe requirements ol ASTM C 36-86-84a of the types listed, except pro11ide water-resistant gypsum board meeting the requirements oi ASTM C 630•84a, and backing board and core board meeting the requirements Of ASTM C 442·84a. .1 Regular Gypsum Board: Tapered edges, 5/8 inch 1hlck for ceilings and walls unless otherwise Indicated. .2 Water-Resistant Gypsum Board: Tapered edges, 5/8 inch thick for walls unless otherwise indicated. 2.2.2 Screws: . 1 For at1achlng gypsum board 10 25 gage me1al lram,ng and lurring conform to ASTM C 1002-83. .2 For attaching gypsum board to 20 gage and heavier metal framing use manufacturer's Type "S-12" bugle head screws. 2.2.3 Metal Trim: Manufacturer's standard formed of electro-galvanized steat for edge trim and corner bead. Use me1al corner bead for external corners and angles and unequal leg channel4 type metal edge trim et junctions of gypsum board and walls of other materials. 2.2.4 Taping and Finishing Materials: Standard products ot tho manufacturer of the gypsum board meeting the requirements of ASTM C 475·81 and consisting of ready-mixed vinyl bedding compound, reinforcing tape. and topping compound. .1 For water-resistant gypsum board, use special water~reslstant compounds for treatment of taints, fastener heads and and cut edges. 2.2.5 Wall Texture Finish Material: Non-asbestos powder mixed water and sprayed to produce a fine •orange-Peel• finish. G-P Texture: Georgia-Pacific Corp. Tripple-T Compound; Gold Bond Building Products Div. Spray Texture Finish; Unites States Gypsum Co. All Purpose Joint Compound; Flintko1e PART 3 -EXECUTION 3.1 INSTALLATION OF GYPSUM BOARD: 3.2.1 Application: Use moisture resistant wallboard within toilets. locker rooms and elsewhere as indicated. Use backing board for base layer for two layer applica1ions. Use fire retardant gypsum board where indicated or required to achieve fire rated partitions and ceilings. Use regular gypsum boarding at all locations not otherwise indicated or specified. 3.22 General: use gypsum board of maximum praCl!cable lengths to ninlmlze end loints. Stagger end joints. Install gypsum boards in moderate contact, without forcing them 1n place. Suppon ends and edges of gypsum board panels on framing or furring members. 3.2.3 Fastening: Drive fasteners perpendicular to the gypsum board surface with heads set slightly below the gypsum board surface. Fasten gypsum board in place with screws. 3.2.4 Non-Rated Single Layer Construction: Apply gypsum board with the long dimension at right angles to ceiling framing and parallel to wall framing members. Attach gypsum board screws spaced t 2"' on centers 1or ceilings and 1 s• on centers for wails. 3.2.5 Rated Fire Resistive Partitions: lnstallarion and fastening of gypsum t>oard shall be in accordance with Table 43-B of the Uniform Building Code. 3.2.6 Install the gypsum board manufacturer's standard metal comer trim at vertical and horizontal ex1arnal corners and angles, Install metal edge trim at junctions at gypsum board and walls of other materials and where there are exposed edges. 3.2. 7 Cut edges, utlllty holes. and joints of water resistant gypsum board shall be treated with the gypsum board manufacturer's recommended waterproof sealant prior to installation. 3.3 TAPING AND FINISHING: 3.3.1 Joints, comers, screw heads, Imperfections shall be taped and finished In accordance with the manufacturer's specifications and recommendations and as herein specified. 3.3.2 Joints, wall and ceiling angles, and Inside vertical corners shall be reinforced with tape embedded in joint compound and finished with two applications at joint compound. 3.3.3 Dimples at screw heads and other lmpertectlons shall be traaled with three coats of joint compound. 3.3.4 External corners. edges. and ends with metal beads and edge trim shall ha11e the flanges treated with three coats of joint compound and feathered out between a· and 10" from the nose. SECTION 09310 • TILE WORK PART 1 -GENERAL 1.1 SUMMARY: The work inctudes the furnishing and installing of all ceramic tile and exterior stone tile as shown and noted on the drawings and as specified. 1 .2 REFERENCE □ STANDARDS: 1.2.1 The editions of the specifications and standards referenced herein, published by the following organiza1ions, apply 10 the work only to the extent specified by the reference: 1.3 1.3.1 . t . 2 . 3 American National Standards Institute (ANSI) . American Society for Testing and Materials (ASTM) . Tile Council of America (TCA) . SUBMITTALS: Submittal procedures and quantities are specified In Section 01340. 1.3.2 Samples: Submit two samples of each color type, glaze type and shape of ceramic tile and stone tile and trim pieces. 1 .3.3 Product Data: Submit manufacturer's data on manufactured mortars and grouts Including instructions for mixing and applying . 1.4 PRODUCT DELIVERY, STORAGE AND HANDLING: t .4.1 Delivery: . , Deliver tile , cement, lime, mortar and grout to the site In unopened containers, labeled with the manufacturer's name and brand designation. .2 Tile cartons shall be grade sealed by the manufacturer in accordance wi1h TCA 137.1-1980. .3 Labels for dry set and latex mortars shall include hallmarks certifying compliance With ANSI A 118.1 ~ 1976 and A 118. 1976 respectively. l.4.2 Storage: Store tile and cementitious materials in dry weathertight enclosures. Store sand in a well drained area on a solid sur1ace to prevent mixing with foreign matter, 1.5 PROJECT CONDITIONS: Set and grout 1ile when the temperature is at least SO degrees F and tislng and temperature of the substrata does not B)(cead too degrees F. PART 2 -PRODUCTS 2.1 MATERIALS: 2.1.1 Ceramic tile: ·Standard. grade units conforming to the requirements of TCA 137.1-1980. Tile shall be· delivered in sealed cartons, identified with a Master Grade Certificate. on standard form of the Tile Council of America. certifying grades, type and qualities of tile fumished. 1 Tile by Owner. .2 Aecessories: Provide base, stops, returns, ocves, and other trim shai:,. as required and as indicated on the drawings. 2.1.2 · Mortar Setting Bed and Grouting Materials: .1 Cement: Standard Type I portland cement, conforming to ASTM C 150- 84, low alkali. .2 Lime: Hydrated, conlorming to ASTM C 207, Type S. . 3 Sand: Natural sand, clean and graded, contorming 10 ASTM C 144·81. .4 Water: Fresh, clean and potable, and free from such amounts of mineral and organie subs1ances as would ad11ersely affect the hardening of cement mortar. .5 DrySetMortar: ConformtoANSIA118-.1-1976. . 6 Lalex Portland Cement Mortar: Conlorm 10 ANSI A I t8.4·1976. .7 Admbcture: Henrys Acrylic Admixture. 2, 1.3 Latex Waterproof Membrane: One of the followlng products or equal approved in accordance with Section 01630. Waterproof membrane shall be compatible with dry set or latex portland cement setting bed m~terial used on the project. Reinforcing mat shall ba 6 ounce per square foot glass fabnc or mat. Applied Polymers Inc.; "Tile-tie" Laticrete International; "laticrete 9235• Mer-Kote Products; •Mer-Krete 300" 2.1.4 Thresholds: Provide marble thresholds con1orming to ANSI A94.1-1961, group A, having rounded comers and a sand rubbed finish. 2.2 MIXES: 2.2.1 Portland Cement Mortar SStting Beds: Proportion and mix mortar for setting beds in accordance with ANSI A108.1-1985. 2.2.2 Dry-Set and Latex Portland 'Cement Mortar Setting Beds: Mix mortar in accordance with ANSI A108.5-1985 and the manufacturer's instructions. 2.2.3 Grout Cement for Walls; Waterproo1 white por1tand cement or an approved manufadured dry grout, in color selected by Architect, manufactured specifically for grouting Joints of the tiles specifted. 2.2.4 Grout Cement for Floors: An appro11ed colored Por1land Cement grout manufactured specifically tor grouting joints in !he type of tile specified. PART 3 -EXECUTION 3.1 INSPECTION: 3.1.1 Examine floor substrates to receive tile, setting beds and accessories before tile installation begins to assure that substrates are level or uniformly sloped to drain wrthin 1/8" in 10'-0" for dry set or lateK portland cement mortar methods. 3.1.2 Examine wall substrates 10 receive tile, setting beds and accessories before t!le installation begins to assure that substrates are plumb and in a true plane within 1/4" in 8'-0" for portland cement mortar method and 118" in 8'·0" for dry sot or latex portland cement mortar methods. 3.1.3 Make sure grounds, anchors, plugs, hangers and floor drains to be built into the tile have been installed. 3.1.4 Check to assure that waterproof membranes and rough~ins for plumbing, mechanical and electrical work behind the tile ha11e been installed and tested. 3.1.5 Do no1 proceed with installation ot tile work until such deficiencies have been corrected by workers skilled in the work to be performed. 3.2 INSTALLATION (GENERAL): 3.2, 1 lay out tile work so that, as far as possible, no tire less than half full size occurs. Lay floors out from center lines of rooms so that all major adjustments are made at walls. Lay out tiles on walls so that fields and patterns center on floor tile. See exterior ele11ations for stone tile layout. 3.2.2 Cut and drill without marring the tile. Rub cuts smooth w·1th a fine abrasive stone. Set no cut edge agcUnst fixtures, cat>inet, or other tile without a join1 at least t/16"' wide. Whene11ar possible, turn cut edges away lrom the adjoining wall. Fit tile around electric outlels, plumbing pipes, fixtures and fittings close enough to permit standard plates and collars to overlap the tile. 3.2.3 Keep tile dry while in packages. Take precautions to prevent staining of tiles before they are set. Do not install stained tile. 3.3 INSTALLATION OF WATERPROOF MEMBRANE: 3.3.1 Install waterproof membrane under all tile floors except slabs on grade. 3.3.2 At intersections with walls and at floor drains Install one layer of reinforcing mat embedded in latex waterproofing material. Extend mat up at least s· on walls and other vertical surfaces and out at least 6" on tloors. Install reinforcing mat embedded in wet coat of latex material over the entire floor area, including the vertical turn-up at waits. Apply a second coat of latex material over the entire area to completely fill and seal the surface. 3.4 INSTALLATION OF CERAMIC TILE: 3.4.1 Floor Tlle: Install tile by the dry-set mortar or latex portland cement mortar metlhod in accordance with ANSI A108.5-1976 and TCA Handbook Delail W213-85 a111d W243-B5 as applicable. 3.4.3 Counter Tops: Install tile by the conventional portland cement mortar melhod In accoraance wilh ANSI A108.1-1976, and TCA Handbook Detail C611-85. 3.4.4 Grout shall be mixed and applied In aecordance with the specifications and standall'ds hereinbefore referenced. Force a maximum of grout into all joints. Grouted joints shall be full and integral with tile to depth of cushion, filling gaps, and with square--edged tile, fill joints flush with their surface. 3,5 CLEANING AND CURING: 3.5.1 Clean off excess grout with clean burlap bag, other cloths. or non- staining soft' wood excelsior or sawdust. Sponge and wash tiles thoroughly and then polish with -clean, dry cloths. Use no acids or abras!11e soaps on tile, e)(cept as approved by tile manufacturer. Tile having stains or discolorations that are not removable with soap and clean water shall be replaced. 3.52 Apply non•staining laminated and reinforced kraft paper having a bituminous or latex binder over floor tile as soon as pointing and grouting and cleaning is oompleted. Lap the sheets at least 4• and seal the laps against the escape of moisture. leave curing paper in place until job is ready for final cleaning, at least seven full days. Keep traffic oft floors during the curing period, (3 days). I SECTION 09510 • ACOUSTICAL CEILINGS PART 1 • GENERAL 1.1. ,SUMMARY: The work includes fumishing and installing acoustical ceilings, including acoustical lay-in panels, and suspension systems as indicated and as specified. 1.2 QUALITY ASSURANCE: 1,2.1 Fire Performance Charac:terist!cs: .1 Surface Burning Characteristics: Provide acoustical panels and tile listed by Underwriter's Laboratories Inc. for flame spread rating of 25 or toss tested in accordance with ASTM E 84-84. 1.2.2 Seismic Design Requirements: Provide acoustical ceiling assemblies meeting the requirements ot Table No. 23J, Table 47A and Section 4704 of the Uniform Building Code. 1.3 DELIVERY, STORAGE AND HANDLING: Deliver materials to the project In original unopened packages bearing the manufacturer's name, brand designation, and label verifying compliance with these specifications. Store materials in property protected and dry storage area. 1.4 PROJECT CONDITIONS: 1.4.1 Maintain e uniform temperature of not less than 60 degrees F nor more than 85 degrees F and a relative humidity of not more than 70 percent continuously from 24 hours before installation until 24 hours after completion of work. 1.4.2 Do not begin acoustic work until building is fully enclosed, wet operations, such as plastering, concrete, flooring, and similar work are complete and materially dry, mechanical, elec1rical and other work above the ceiling line are complete and approved. PART2 -PRODUCTS 2.1 ACOUSTICAL CEILING UNITS: As notad on drawings. 2.2 SUSPENSION SYSTEMS: 2.2.1 Hanger Wires: 12 gage galvanized double-annealed steel. 2.2.2 Exposed Lay-in System: Meet the requirements of Intermediate Duty Classification of ASTM C 635·83. Approved products, or equal in accordance with Section o 1630: 1800 System; Chicago Metallic OX System; Donn Corp. .1 Fabricate main runners and cross tees, adapters of cold rolled electro- -galvanized steel with painted steel caps. .2 Fabricate wall moldings of cold rolled electro-gal11anized steel. .3 Design intersections and connections capable ot withstanding al least 180 pounds tension or compression. .4 Finish of Exposed Metal Parts: Baked·on vinyl matte white finish, or as noted on drawings. PART 3 · EXECUTION 3.3 INSTALLATION OF SUSPENSION SYSTEMS: 3.3. l Anchor wires to Iha structure above with a de11ice capable ot supporting a minimum of 100 pounds, Use wires that support fixtures which are capable of supporting 4 times the fixture weight. Install suspension wires not more than 1 in 6 our o1 plumb, unless counter sloping wires are provided. Do not attach or bend wires around interfering material such as ductwork. Use trapeze or equivalent devices where obstructions interfere with direct suspension. Fabricate trapeze suspensioPI consisting of a minimum of back-to-back 1-1/2 inch cold formed channels for spans up to 6 feet. 3.3.2 Support recessed or drop In llghl fixtures dlreelly from the fixture housing to the structure above. Level and position fixtures by means of the fixture supports. Install grid and llght fixtures to meet the requirements of the Cali1ornla Earthquake Standards. 3.3.3 E)(posed Suspension System: .1 Install mcUn tee runners 48 inches on center supported by 12 gage wire attached to the hanger tabs along the length of the main runner. Install hanger wires not exceeding 48 inches on center. .2 Install cross tees perpendicular to main tees a1 24 Inches on center to lorm 2'•0" by 4'-0" and 2'-0" by 2'-0" exposed grid systems as indicated. 3.3.4 Lateral Bracing System: Attach splayed wires to main runners at a 45 degree angle starting a maximum of 4 feet tram walls. Space splayed wires a maximum of 144 square feet to form a 12•-o• t:>y 12'·0· pattern. Install 4 splayed wires at each point required, Install the 4 splayed wires at 90 degrees to each other. 3.3.5 Wall Molding: Install at the perimeter of the defined areas. Fit tile snugly inlo the wall molding. Miter corners al wall molding. 3.3.6 Level celUng,to within 1/8 inch in 10 feet In any direction. 3.4 INSTALLATION OF ACOUSTICAL UNITS: 3.4.1 Acoustical Panels: Install In coordination with suspension system, with edges concealed by support of suspension members. Scr'1be and cut panels to lit accurately at borders and at penetrations. 3.5 CLEANING: Clean exposed surfaces ot acoustical ceilings, includlng trim, edge moldings, and suspension members: comply with manufacturer's inslructions tor cleaning and touch· UJP of minor finish damage. Remove and replace work which cannot be successfully cleaned and repaired. SECTION 09650 • RESILIENT FLOORING PART 1 · GENERAL 1.1. SUMMARY: The work includes the furnishing and installing of aN resttlent flooring and base, edge trim, and accessories as shown and noted on the drawings and specified herein. PART 2 -PRODUCTS 2 .1 MATERIALS: 2.1.1 Sheet Vinyl Flooring: Corton •Seagate· with •Hydrocord Back• as manufactured by the Armstrong Cork Company, colors as selected. Sheet vinyl flooring shall be .090" in thickness with uniform design througnout. 2.1.2 Edging Strips: Molded vinyl, 1 · 1/2" x 1 /8" thick. tapered, In color from manufacturer's standard to match flooring. 2.1.3 Base; Topset base as scheduled on drawings, 4 inches high, rubber, in colors as selected by the Architect from Rappe and Burke produds. Base at all external and internal corners shall be expertly mitered . 2.1.4 Adhesives and Primers: Adhesives and primers shall be only those products specified or recommended by the manufacturer of the particular resilient flooring and base furnished. Adhesives shall be cut-back type where required. 2.1.5 Floor Patch and Leveling Compound: Products manufactured specifically for the purpose as recommended by the manufacturer of Jhe particular resilient flooring furnished. Where floors require extensive leve·ling or repair necessitating several thicknesses of leveling compound. ~vi-Tex· leveling compound as manufactured by Industrial Producis, Inc., of Burlingame, California, or other recommended and appro11ed leveling compound shall be used. PART 3 • EXECUTION 3.1 INSPECTION AND PREPARATION OF SURFACES: 3.1.1 Before starting the installation of any resilient 11ooring or base, thoroughly examine all surtaces on which the finish flooring and base are to be applied. Examination includes bond moisture. and alkali testing of concrete subfloors. 3.1.2 Subfloor surfaces shall be thoroughly dry, clean of dus1, paint spots, grease. and bond-breaking or curing compounds. Subsurface shall also be free from unusual roughness and sharp edges to prevent protrusions and bulges atter resil!ent materials ls laid. 3.1.3 lnstallatlon shall not begin until the work of other trades in the area including painting, has been completed. ' 3.2 INSTALLATION: 3.2.1 Keep materials at a temperature of 70 degrees F. or higher for at least forty-eight (48) hours before using, and maln1ain 70 degree or higher room temperat_ures at least 3 days before, during, and after application of materials. Apply all materials in strict accordance with the manufacturer's installation instructions. 3.2.2 Sheet Vinyl Flooring: .1 Sheet vinyl flooring shall be Installed In accordance with the manufacturer's instructions. .2 Layout sheet vinyl ftaoring to insure minimum number of seams. Onty •perfects• shall be used_so that cross seams shall be kept to absolute minimum. Lay sheets firmly against adJacent sheets to minimize joints. Neatly scribe around pipes, fixtures, and equipment to form tight joints free of gaps. .4 Integral Vinyl Base: Install fillet strip to form perfect co11e at all base. Extend sheet vinyl up walls 5 Inches. Trim top edge of all base with metal binding stnp. Install metal end stops where required. 3.2.3 . . Base: Install base on all walls as Indicated and on fronts, toa spaces, and finished backs and ends of cabinets with adhesive recommended by manufacturer of base. 3.3 CLEANING, SEALING AND PROTECTION: 3.3.1 Until floors are well seated, at least 72 hours, at a fflaintained temperature of not less than 70 degrees F., traffic shall be kept to an absolute minimum, and under no conditions shall fixtures, equipment, trucks, etc., be allowed. 3.3.2 . Cleaning and Seallng: Just before turning building over to the Owner, clean reslllent flooring and base thoroughly in accordance with the manufacturer's recommendations. After cleaning, apply one coat at approved non-Skid finish to floors and polish with a mechanical buffer. SECTION 09680 • CARPET PART 1 • GENERAL 1. 1. SUMMARY: The work Includes the furnishing and installing of all carpet complete as shown and noted on the drawings and specified herein. PART 2 -PRODUCTS 2.1 MATERIALS: 2.1.1 Carpet: .1 Carpet material manufacturer and colors shall be as Indicated on the drawings. Carpet furnished hereunder shall be one taciory run and one dye lot with each color and shade guaranteed to be uniform throughout the entire run for type of carpet specified . .2 Carpet shall be eompletely moth and vermin proof, and shall be completely compatible with installation over concrete-slab4 on-grade subf!oors where such is the requirement. .3 The cerpsling shell be composed 01 fibers with Inherent fire-retardant propenies or shalt be permanently flame-proofed to flame spread rating of 75 or less,to conform to all applicable building codes and regulations 1or incombustibility. 2.1.2 Accessories: .1 Carpet Adhesive: Waterproof, nonflammable type as furnished or recommended by the carpet manufaC1urer and compatible wi1h adhesives used in backing. .2 Seam Adhesive; Waterproof, nonflammable and nonstaining type as furnished or recommended by the carpat manufacturer. .3 Aluminum Molding: Smooth surlace aluminum, plnless clamp down lype designed for the type of carpet being Installed. Finish shall be bronze color anOdtzed aluminum. PART 3 -EXECUTION 3.1 PREPARATION OF SUBFLOORS: Thoroughly inspect subfloor surfaces for any defeds. Starting of work shall be construed as acceptance of the sublfoors as satisfadory. Contractor shall properly replace, without additional cost. any work required to correct defects caused by improper or defective subftoor surfaces. Subfloor surfaces snail be level and shall present a firm bearing throughout, Subfloors shall be thoroughly cleaned before carpeting is laid. 3.2 EXAMINATION OF FINISHED MATERIAL: Unroll all goods to verify uniformity, quality, color and texture against the color board and drawings prior to installation. Any discrepancy shall be brought to the attention of the Architect and Owner. 3.3 INSTALLATION: 3.3.1 Install carpeting in strict accordance with the manufacturer's specifications, installation instructions, and recommendations. lnspeC1 all areas to be carpeted before starting of any work. 3.3.2 Install by dlreCI glue down methods as 1ollows: .1 Install carpet in accordance with the manufacturer's recommendations for lhe use of hot melt tape seaming technique and tor proper amount of stretch in width and leng1h. No patching or small pieces will be permitted. Carpeting shall be cut and litted tightly to wall, obstructions, corners, pipes and fittings . .2 Apply primer to entire substrate where necessary tor adequate bond of carpet. .3 Fit sections ot carpet into eaeh room or epace before applicatlon of adhesive. Trim off mill edges unless carpet has been pretrimmed. Maintain straight seams. .4 Apply seaming cement en cut edges of carpet at seams. securing b8se ot pile at cut. .5 Apply adhesive uniformly to substrate In accordance with manufacturer's instructions. Butt carpet edges tightly together to form seams without gaps. Roll lightly to eliminate air pockets and ensure uniform total area bond of carpet to substrate. 3.4 CARPET REMNANTS: Carpet remnants, usable scrap, and overage of 3 square yards or ~rger tn sizes shall be packaged, identified, and derivered to the Owner's representative to be stored for future patching. 3.6 MAINTENANCE INSTRUCTIONS: Submit manufacturer's maintenance instruction• for commercial Installation ot carpe1ing. These Instructions must include recommendations lor commercial cleaning, spot cleaning, vacuum and cleaning. date: &. :;11(1,f,v drwn: chk'd: job no: 11~.7\ rev1s1ons: • 0 0 > ..J a. a. ::) (/) C, z -" m :E ::) ..J .Q. <C z <C -C z - <C CJ .. 0 <C m en ..J a: <C CJ (I) ::.=: C 0 0 <C m en ..J a: C CJ ' .. (.)~ z....._ -Lt) 011:' u..J ~ u..J N z -0' (.) ,-z ::£ u..J • sheet no. StP-5 I i I • I, I ' DIVISION 9 • FINISHES <CON'D SECTION 09900 -PAINTING PART1 -GENERAL 1.1 SUBMITTALS: Prepare samples of colors and textures based upon the Archltect'S selections and submit them 1or review. 1 .2. WORK INCWDED: 1.2. 1 AU work, Items and surfaces which are normally painted and finished In a building of this type and quality, shall be so lncluded whether or not said work, item or surface is specifically called out and Included in the schedules and notes on 1he drawings. or speciflcalty mentioned in these specifications. 1.2.2 section: Tho following general calegories of work shall not be a pa~ of this 1.3 .1 .2 . 3 Shop prime painting of structural and mlsceHanaous Iron or S1e11. Shop prime painting of hollow metal wor1<. Shop finished work and Items . ENVIRONMENTAL CONDITIONS: 1.3.1 Do not apply exterior pant In damp, rainy weather or until the surface has dried thoroughly 1rom the effecis ot such weather. Oo not apply varnish or paint when temperature is below 50 degrees F. Avoid painting surfaces when exposed 10 hot sunlight. 1.3.2 All materials Indicated on the painting schedule are the latest available to comply with current EPA Standards for V.O.C at the time of issuance of this specification. If regulations change so that cer1ain products are no longer in compliance at time of application, the contractor shall request an equivalent complying p~uct from the manufaC1urer, and i1 shall be the contractors responsibility to comply wrth EPA regulations in effed at time of application. PART 2 • PRODUCTS 2.1 MA TE RIALS: 2. 1.1 Paint matartals shall ba as manufactured by Frinee Paint Co. (F), Sinclair Paint Co. (S), Dunn Edwards Paints (D-E) -Seo Fin. Schedule working Drawing Sheet for colors, 2.1.2 Where a specific name Is not given for a product or Ingredient, such Item shall be of the bast quality ol the approved manufacturer, which Is normally used for the Intended purpose. 2.2 2.2.1 .t PAINTING SCHEDULE: Exterior. Exterior Galvanized Metals -Gloss: (All surfaces exposed to sight and/or weather). (F) 693 Zinc Dust Primer (S) lk C0!'<-~0 f'f'<-11--117 (D-E) Galv-Alum 43-7 1 coat or or (F) 381 SllJlerbond IJ. Up. do~ = 1,....,,<=" (S) &'f!J-,1,, ~-;:,+-; Si M vNl"T 1..-i.- (D·El Loe-Kate Synthetic Body o t 42-23. coat or or I coat (F) 352 Classic II (S) GE2 Sash and Trim Enamel (D-E) QD Rancho House and Trim (Q060) or or .2 Exterior Iron and Steel • Gloss: (All surfaces ewposed to sight and/or weather). 2• coats (F) 664 Rust Stop or (S) 15 Red Oxide Primer or (D-E) Block-Rust 43·4 1 coat (F} 381 S~l'bOnd II Undareoat or (S) 11 o ~ I"" l'<.I r-1 e-1°' or (D) •Kole y thetic Body Coat coat (F) 352 Classic II or (S) GE2 Sash and Trim Enamel or (D·E) QD Rancho Hausa and Trim (QD60) *Omit first coat on shop primed surfaces. . 3 Exterior Concrete and Concrete Block -Flat .4 1 coat (F) 379 Epokote II or (S) 18 Epoprima or (D-E) W709 Elf-Stop 2 coats (F) 202 Duratec or (S) 1300 Stuc-O-Lifo or (D-E) Evershield W-701 Exterior Wood • Painted Flat: 1 coat or or 2 coats or or (F) 372 Exterior Wood Undercoat (S) 289 Exterior Wood Primer (D-E) Apex Wood Primer 42-9 (F} (S) (D-E) 202 Duratec 1300 Stuc-0-Life Evorshield W-701 2.2.2 (nteriors: .1 lrrtorior Metals -Semi Gloss: 1• coat or or (F) 661 Metal Prtme (S) 15 Red Oxide Pnmer (D-E) GALV-ALUM 43-7 (F} 367 Franc II l'ART3 • EXECUTION 3. 1 PREPARATION: Surfaces shall be clean and dry prior to painting and finishing. Dirt and dust shall be removed. Oil and grease shall be removed by solvent cleaning. 3.2 APPLICATION: 3.2. t Application: Apply paints by brush, roller or spray, Use paint of proper consistency for each coat. well brushed-0U1 or flowed-on to obtain a unitonn finish free tram holidays. brush mar1<s, sags, crawls, or other defects. 3.2.2 Each coat of painted work shall vary In shade from tho proceeding coat In a manner that will make each coat readily distinguishable without affecting the finish color. 3.2.3 Enamel coats shall be sanded smooth prior to ro-a,allng. DIVISION 10 -SPECIAL TIES SECTION 10400 -IDENTIFYING DEVICES PART I • GENERAL 1.1 SUMMARY: The work tncludes the fumlshing and installing of all Identifying devices as shown and noted on the drawings and as specified. PART 2 • PRODUCTS 2. 1 PLASTIC SIGNS: Provide triangle and circle door symbols tor each men and women's toilet room doors to compty wrth California Handicapped provisions of CAC Title 24. Symbols shall be 0.125· satin matte finish opaque acr;Uc with integral blue color, unless otherwise noted. PART 3 -EXECUTION 3.1 INSTALLATION: 3.1.1 Installation of interior signs shall be manufacturer's method •APPSN, all purpose pressure sensitive adhesive applied over entire surface of sign, 3.1.2 Installation shall be made without damage to the surfaces to which the items are anached. After completion of the installation, surtaces shall be cleaned and left ln pertect condition. SECTION 10990 -MISCELLANEOUS SPECIALTIES PART I • GENERAL 1. 1 SUMMARY: The work includes the furnishing and installing of all mtscelfaneous specialties as shown and noted on the ctrawings and as specified. PART 2 • PRODUCTS 2. 1 FIRE EXTINGUISHER CABINETS: .2.1.1 Fire Extinguisher Cabinets: Provide fire extinguisher cabinets suitable tor housing one standard 2-1/2 gallon lire extinguisher, unless otherwise indicated. coat or or (S) 975 Sinco Prtme (D-E) CA '7A t1 i-J -9l-l-e'GN (F) 328 Volglo II le ~ .1 Semi-Recessed: Trim with square edges in contact with watl surface. i,y~-~~es Provide square. corners with approximately 1-1 /4" wide trim. Equal to Larsen's Manufacturing Co.'s No. 2409·6R. 1 coat or or (S) SG25 Slnco Satin (D-E) Cailomia Satin Sheen (ES-Series) • Omit 1st coat on shop prim ad surfaces. . 2 Gypsum Wallboarll -Flat: .3 ,4 . 5 coat or or 2 coats or or (FJ 061 Aqua Seal (S) 1770 Pigmented PVA Sealer (D•E) Vinylastic W101 (F) (S) (D-E) 101 Velvin 1700 Sinwall Vinyl Latex Decovel Velvet W40t Sel'les Gypsum Wallboard • Semi Gloss: coat (F) 061 Aqua Seal or (S) 1770 Pigmented PVA Sealer or (D-E) Vinylastic W•10t coat (F) 36 7 F rallo 11 or (S) 975 Since Prime or (D-E) Super U365 (E22-1) 1 coat (FJ 328 Volgfo II or (S) SG25 Sinco Satin or (D·E) California Satin Shean (ES) Imenor HardWood Veneered Doors • Stained: 1 coat or or 1 coat or or (F) #288 Madera SIT water redueible statn ($) 3350 Colormatic Wood Stain, wiped (D·E) Slainseai V-108 Series (F) (S) (D-E) Al~purpose Gloss Varnish (Cheek with manufacturer) #41 O Woodpride Semi-Gloss Varnish Synsatin V-199 Miscellaneous: Construction vfslble through scraan vents and grilles shall have one heavy coat of flat black paint. ' .2 Door Style: Vertical Duo Panel. 2.1.2 Construction: Weld all joints and grind smooth. Provide manufacturer's standard steel box with white baked enamel interior finish and primed exterior finish. Provide door 1rames and trim frames with primed finish . 2.2 TOILET ROOM ACCESSORIES: (Multiple Toilet Rooms) 2.2.1 Paper towel dispenser and waste receptacle: Bobrick B-3944 Satin finish stainless steel door; recess into wall 4•. 2.2.2 Grab bar: Bobrick, satin finish v.<tth concealed mounting, B-5637. 2.2.3 Mirror above tavatoriec: Custom 114• pollshed edge plate mirror. Per interior elevations. No exposed fasteners. 2.2.4 Toilet Tissue Dispenser: Bobrick 8-686 surface mounted, one per compartment. 2.2.5 Napkin Dlsposal: Bobrick 8·353 waU recessed. One per compartment. (Women's) 2.2.6 Door Bumper: Bobrlck B-6877 wall mounled at where door can swing into tile or drywall. PART 3 • EXECUTION 3.1 INSTALLATION: 3. 1 .1 lnstalla1ion of miscellaneous specialty Items shalt be made in accordance with the drawings, the manufacturer's directions and instructions and to suite the conditions. Proper t?acking shall be provided for all items. 3.1.2 lnser1s, anchors and reQuired devices shall be furnished and Installed. 3.1,3 Installation shalt be made without damage to the surfaces to which the items are attached. After completion of the inslal!ation, accessories and surfaces shall be cleaned and left In perfect condition . DIVISION 11 -EQUIPMENT DIVISION 13 • SPECIAL CONSTRUCTION Not Used. Not Used. DIVISION 12 -FURNISHINGS DIVISION 14 • CONVEYING SYSTEMS Not Used. Not Used. DIVISION 15 • MECHANICAL See Plumbing Drawings for Spoclllcatlons. See Mechanical Drawing for Specifications. Fire Prevention System: 1. Fire Hydrants: Fire hydrants shall compty with the requirements of the lire department having jurisdiction regarding on site fire hydrants. 2. a) b) C) Fire Sp~nklor System (Design/Build): The fire sprinkfer contractor shall be responslble tor submitting plans lor all fixed fire protection equipment such as standpipes, sprinkler systems and 1ire alarm systems and receiving approval from the fire department having jurisdiction before equipment is installed. AJI required permits must be obtained from the fire department prior to occupying building. The installation ot automatic fire sprinkler systems shall comply with U.B.C. Slandard 38-1. d) Fire sprtnkler riser location to be reviewed and approved by the arehitect prior to installation. a) Design Crilana: System shall be designed lor Extra Hazard Occupancies (Group 1) at .33 GPM/3,000 S.F. most remote area, in accordance with NFPA-13. f) At all exterior exposed areas (soffits, overhangs, canopies and etc.) and all finished interior areas provide chrome flush sprinkler heads ·Polter Roemer 6140· Series or approved equal. DIVISION 16 -ELECTRICAL See Electrical Drawings. ' . DIVISION 17 -PUBLIC ACCOMMODATIONS I. 2. 3. 4. WALKWAYS a. Public walks from the building to the public way or to parking', areas for the handicapped adjacent to the building must be at least 49· wide and must have a gradient not greater than 5%. b. Public walks shall not be Interrupted by steps or abrupt changes in level. • c. A walk shall have a level pla1torm at the tap which is at least 5' x 5' if a door swings out onto the platform or toward the walk. This platform shall extend 24" to tha side of the strike edge or a door that swings toward the walk. d. A walk shall have a level platform at least 44• de&p by 4s• wide if the door does not swing onto the platform or toward the walk. This platform shall eX1end at least 1' beyond each side of the doorway. Ramps: a. A ramp shall not have a slope greater than 1 In 12. b. Provide 32• high handrail on at least one side 01 ramp when slope exceeds 1 in 15. c. Provide ramp platforms as descrlbed In Items 1 (c) and I (d) above. Intermediate platforms on a straight ramp shall have minimum dimension of 5'·0" in the direction of travel. Intermediate platforms occurring at a change in direction shall have a minimum of 6'·0· of straight flat landing area in the direction of travel. d. Provide 6' of straight clearance al the bottom of ramp. e. Ramps shall have lev&I platforms for each 30"' of rise for purposes at rest and safety and shall have level platforms wherever they turn. Ramp surtaca shall be roughened or of non-slip matenals. Doors: a Doors shall have a clear opening of no less than 32• when open and shall be operable by a single eHort. (A 34" door Is normally required to achieve this. A 35• door may be required if door only opens 90 degrees.) b. The floor Inside or outside or a doorway shall be level tor a distance of 5' from the door In the direction the door swlnas, and shall extend a minimum of 24• for exterior doors and 10• for interior doors beyond the strike edge of the door on the side toward which i1 swings. c. Floors on a given story shall be of a common tevet throughout or be connected by a ramp. d. Hand activated door opening hardware shall be centered between 30 inches and 44 Inches above the tloor. Latching and locking doors shall be operable with a single ettcn by lever type hardvlare. t:>y panic bars or push-pull activating bars. Locked exit doors shall operate as above in egress direction. e. Maximum effort to operate doors shall not exceed 8.5 pounds for exterior doors and 5 pounds for interior doors. Such pull or push effort being applied at nght angles to hinged doors and at Iha canter plane of sliding or lolding doors. f. The bottom 1 0 inches of all doors shall have a smooth uninterrupted surface. Storefront doors shall have flush 1 o· high bottom rail, regardless of stile width. g. Thresholds shall not exceed 1/2 Inch In height. Parking; a. Parking spaces are 10 be Identified as provided for the physically handicapped. Spaces are to be at least 9' wide and must open on a 5' wide revel wheelchair area. Parking spaces tor the handicapped shall be provided as follows: Talat Number of NUMBER OF HANDICAPPED PARKING Parking Spaces SPACES REQUIRED 1-40 . . . •. . .. .. . • . . . . . . . . .. . . . . . . . 1 41·80 .. .. • . . .. .. .. •• . .. .. • • .. . .. . • 2 81·120 . • .. • . • . . . .. . . . . • . .. . • . • .. . . • 3 121-160 ..... ·•...................... 4 161-300 . • .. • .• .. . . . .. . . • . • .. .. . ... . • 5 301-400 ......•.. -·. .• . . •. • . . • . . .• . .. 6 401-500 . . . . . . . . . .. . . . . . . . • . . • . • . . • . • 7 over 500 .. .. • . .. . . . .. . . • . . • .. .. . .. • . • 1 for each 200 ad· dltlonal spaces provided. b, Pari<Jng spaces must be located so that !he physically handicapped are not compelled to walk or wh8el behind parking cars . c. Signing and Identification of handicap parking spaces. d. 1) Each pari<Jng space to have permanent (70 sq. In.) reflectionized porcelain enameled steel sign. 2} Free standing signs located at interior end at parking space mounted minimum of so· above 1inish grade. 3) wan mounted signs IOcated at interior and of parking spaca mounted minimum of 36" above finish grade. 4) Off-street parking facilities to have sign at street entranca not less than 1 r x 22· in size. S~n teK1 to be beaded (or. equal). Sign text to state the following: "Unauthorized vehicles not displaying dlstlnguishing placards or license plates issued for physically handicapped persons may be towed away at owner's expense. Towed vehicles may be reclaimed at ______ or by telephoning----~· Surface identification of spaces with international accessibility in blue paint 3 ft. square. See details. ·-· date: l',hrJ. ~ \I?• (,'f/ drwn: t:hk'd: jiob no: 11~11 rev1s1ons: • 0 0 > ..I a. a. ::, (/) C, z -m :E ,. ::, ..J .a. ··< z < -Q z - ...,"1""\ ULJ :~ < -() () ~~ < GD ] () ] sheet no. <ii( 0 !;P-6