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11635 SW PACIFIC HIGHWAY-1 GENERAL INFO_ RMATION _ PROJECT DATA SHEET LECAL JURISDICTION. CITY OF TIGARD SITE NAME OF PROJECT TACO BELL STORE #06--0817 8U11DiNG CODE: 1993 OREGON STRUCTURAL. 11635 S.W. PACIFIC HW'T SPECIALTY CODE 1 -14 -94 COVER COVER SHEET TIGARD, OREGON SPECIALTY AREA: 1989 S.F. SURVEr' BOUNDARY AND TOPOGRAPHY 10-18--9.3 SEATING 56 EATS Al ARCHITECTURAL SITE PLAN 2-8-94 OVIANER PLANNING ZONE: CG A18 DEMOLITION SITE PLAN 1-14-94 TACO BELL CORPORATION OCCUPANCY: A3/82 A1� GRADING SITE PLAN 2-'8-94 17901 VON KARMAN A1D UTILITY SITE P-AN2-8-94 IRVINE, CALIFORNIA 92714 TYPE CONSTRUCTION: V-N AIE SITE DETAILS 1-14-94 REQUIRED PARKING: 25 ATF SITE DETAILS 1-14-54 AREA CONBTRIjCTK)N MAMAC3ER PROvIDED PARKING: 32 (30 STD, 2 HND) L1 LANDSCAPE SITE PLAN 1--7-94 L2 IRRIGATION SITE: PLAN 1-7-94 MIKE CANDLES 597 INDUSTRY DRIVE SITE AREA: 35,373 Sq. Ft L3 LANDSCAPE & RRIGATION GElAIL5 1-7-94 TUK WIL.A, WASHINGTON 98188 REQUIRED LANDSCAPING- 15%b 5,305 S.F. (2106) 575-2539 -- PROVIDED LANDSCAPING: 23% 8,121 S.F. ARCHITECTURAL LOCAL AWI-ITECT PUG PLANNING DESIGN GROUP 122 SE 27th AVE. SOILS REPORT A2 FOUNDATION PLAN & DETAILS 6-4-93 PORTLAND, OREGON 97214 A3 FLOOR PLAN & SCHEDULES 6-4-93 (503) 236-6000 A4 REFLECTED CEILING PLAN & DETAILS 6-4-93 EARTH CON�,ULTANTS, INC. A5 FRAMING PLAN 6-4-93 0111805 - 136th PLACE NORTHEAST, SUITE 101 A6 RnOF PLAN 6-4-93 OODES BELLEVUE, WASHINGTON 98005 (206) 643-3180 A7 ELEVATIONS 6-4-93 1993 OREGON STRUCTURAL SPECIALTY CODE A8 SECTIONS - 1 /4" = 1'--0" 6-4-93 1991 UPC 1991 UMC REPORT No. E-6412 DATE : DEC 21, 1993 A9 SECTIONS 6-4-93 1991 NEC A10 SECTIONS 6-4-93 1991 UFC A11 INTERIOR ELEVATIGNS 6-4-93 1986 ANSI A117.1 SURVEYOR Al2 DETAILS 6-4-93 1991 ADA. 28CFR PART 36 A13 DETAILS 6-4-9 13PFiNVKLER SYSTEMHICKMAN WILLIAMS & ASSOC INC. NC-N[ 7150 S.W. FIR LOOP "TIGARD, OREGON 97223 (503)639-5436 MECHANICAL PROMM' ZONING GARY HICKMAN, LICENSE #1678 � ;; M1 MECHANICAL SCHEDULES 6-4-93 M2 MECHANICAL PLAN & DETAILS 6-4-93 t � ADJACENT ZONING UTILITY CONTACTS M3 MECHANICAL ROOF PLAN & DETAILS 6 -4-93 M4 HVAC DUCTWORK 4& DETAILS r 6- $-93 r4 p M5 HVAC DUCTWORK & DETAILS 6-4-93 SEWER: CITY OF TIGARD — S.W. HALL BLVD TIGARD, ELECTR!C.AL GOVERNING AGENCIES TIGARD, OREGON 97223 RENAE SIMMONS (503) 639-4171 o U JLE1 ELECTRICAL FLOOR PLAN 6-4-93 STORM: O.D.O.T. E2 ELECTRICAL REFLECTED CEILING FLAN 6-4-93 BUILDING: P 0. BOX 25412 E3 ELECTR!CAL �?OOF PLAN 6-4-93 PORTLAND, OREGON 97225 E4 ENERGY MANAGEMENT SYS. & DETAILS 6-4-93 00 JERRY OFFER (503) 639-4171 p SAM HUNAIDI (503) 229-5002 E5 ENERGY MANAGr-,rSYS. & DETAILS 6-4-93 'WATER- TUALATIN VALLEY WATER DISTRICT u L� n ,.� INSPECTIONS: (503", 639-4171 BEA ER W NOREGON 170TH RE 97075 EXHAUST HOOD " _� JIM ECKENRODE (503) 642-1511 H1 HOOD DETAILS 6-4-93 .. RIGHT OF WAY: OREGON DEPARTMENT OF TRANSPORTATION r 0WER: PORTLAND GENERAL ELECTRIC 213' S.W. SCHOLLS FERRY RD. 14655 S.W. OLD 5CHOLLS FERRY RD POFTLAND, OREGON 97225 BEAVERTON, OREGON 97007 PLUMBING KCc GARY HUNT/MIKE SPAETH (503) 229-5002 BRIAN MOOT?E (503) 671-1351INSPECTIONS: (5C3) 229-5002 PH0i:E: GTE NORTHWEST P1 PLUMBING PLAN -- WASTE & SCHEDULE 6--4-93 P.O. BOX 23416 P2 PLUMBING PLAN - WATER & DETAILS 6-4-93 TIGARD, OREGON 97223 [o] D 3 FIRE- TUALATIN VALLEY FIRE DISTRICT RON HOLTZ (503) 620-2244 P3 PLUMBING ISOMETRICS 6-4-93 4755 S.W. GRIFFITH DRIVE ;n NW NATURAL GAS CO. BEAVERTON, ORF_G'JI`• 97005 ''20 N W. 2ND AVENUE EQUIPMENT GENE BIRCHILL ' 503) 649-85-77 PORILAND, OREGON 97209 TqD INSPECTIONS: (503) 526-2465 TOM SIMPSON (503) 721-2458 C)1 EQUIPMENT PLAN HEALTH. D'�PARTMENT OF HEALTH-HUMAN SERVICES VICINIT'i( MAP SEATING / DECOR 155 NORTH FIRST AVENUE q y -- HILLSBORO, OREGON 9712,~ »� ^la IQ MAPLELFAF ST ZI � . t =� a = "� TOBY HARRIS 503 648-8722 ? 7. ._ is c�aK $r-sw POM°�A IDT SC<\TING PLAN & DEi'AILS 6-4-93 ( ) 'sw OAK sT _ >: ; ; 3 ;y '` IG2 COLOR & MATERIAL SPECIFICATIONS 6-4-93 INSPECTIONS: (503) 648-8722 - z SI P'NE �� — sr'Tw "'I " -- ; J �� — CJpTIONS z s�svauc LEGAL DESCRIPTION X115 ST N ST7. �`� 1 � -- S'N SIF �1 y = ` , o - _w - -� �--� -�5 -- - -4 � - n2A&B EXTERIOR FRONT VESTIBULE 6-4-93 LOCATE[) IN A PORTION OF THE N.W. 1/4 OF THE S.E. 1/4 OF SECTION 36, '' w r >e I� '" I c•�o P 03A&t3 EXIERIOR SIDE VESTIBULE 6-4-93 TOWNSHIP 1 SOUTH, RANGE 1 WEST, OF 1HE WILLAMETTE MERIDIAN, IN THE . �+� ; " �� = iPALL.I 3 �4 REAR ARCH 6-4-93 PRE-FAB. ARCH. NOTES & DETAILS 6-4-93 CITY OF 1!GARD, COUNTY OF WASHINGTON., AND THE STATE OF OREGO-�.. F �N-{rte: rood + CT o`� ya,Lo W SITE LOCATION ,� SVV .,A,NE'I T/GAR w -UNT , d S�Towj"i LN; S W SPECIFICATIONS CLINTON ST j ST a s, � ' `� ! I "1 rs S1-S9 SPECIFICATIONS 7-1-90 I DARTMOUTH ST I — r— y � TIS i -T--1- 1 C t„ CRYSTAL 1 hURST .-ST � I � A " t.! I alu :'NS 3 ` •�` ' -- - -- REVISION BLOCK C.•F G C SW Q . Sw SOOT ]'QO DR 0.1 mpm r re tepl�c6 //rr//, a S, �o ',n „ t.. p ti_ f �'?i4. Off! a !fid Xis Z zN AMMV [� SITE MAPI�►��au— �i�5..._._ APPROVED .- - PLM,) �.3UST BC CN Jag M. - 17 - ------ - I TACO E3ELL STORE #06-0817 - 11635 S.W. PACIFIC HIGHWAY (�- 'nGARI), OREGON Planning/Design Group c dm,.,_ 122 S.E. 27th PORTLAND. ORE-OCN 97214, Phone: (503) 236-50)0 M--70-H COVER SHEET GATE. FA{IIITI A. PACIFIC HWY., 11635 FEBRUARY 8, IM 06-0817 BUP 94-0165 1 OF 56 IF THIS DOCUMENT r I S LESS fiiTj�� Tfi 7tTFTI 1 TTT TT l'117 ' '��11 FTT rTcjrTr�r�r I . . . T�11 rjr�r . T�11T�1Trll 1 AUGUST ;30 1995LEGIBLE THAN THIS NOTATION 1 I b 8 § lU� 11 � * 11' IS DUE TO THE QUALI'T'Y OF No.36 CITE ORIGINAL DOCUMENT. $ 6Z 8�Z �GZ 9Z Z Z fE Z TZ Zjt 8i LT 9T 9I 6I EI ZT T'I L 8L 9 9T £11111111► 11II � ll )lll��IIII{{ IIIIII�II I�I �� I �11111111�1111111{1�1 1�� IIIIIIIIII�INI�III mom IQ.O' t two aur 1 I EFI� . 0c) D Lp C �= M [Uj �\17 FE� V sw�,�: s roR r � �,. I L I T Y E-1 C� N IWOOD fR,4A ) I \`' CLOW+" CITY OF TIGARD 3 _ CtwiS DAMES, Uf,VLL0PMLNT REVIEW LfiustiLk.k (!iU3) 41 /1 LOCATED IN A HuR (•ION HE NW 1 /A1 OF THE SE • 19 am am 1::115 S.W. HALL. bL.VU. [ h , N GIO 8 you oa a u.. A, C, Mvot ouia ou, I B .' TIGAkU, OR 97223 ��F C:i L_ �., I-1 Ut'� t , _r� S, 1\ VV, W. M . , •�-'�`�' v�Ni rnsv r ci I�Y OF riGARU, Wf'.'. ,I � GTON C;vU�� l Y, OREGON �),UILDIf\�G INSPECTORS FOUND 1/2" IRON PIF' �' - CA RAGE - ` Iw+e ';�' !WOOD FRAMt7 - PGE PP h0eri LOW HARE ELEV 265.32 CI If OF TIGARD L C BEARINGS: .V -- AC N 89 eco 160.00' DEED HIGH WIRE ELIV 280.68 bkAD +;. ROAST, 80RUING OFFICIAL. ( ,03) 6-'9--4111 l iA.�1 .� Or BEARINGS: \ \ N( 89'UO'UO' W eco.c ) _ _ �-►..�,r,�. �..- is o. - -- ---_— lyJ8.S�8' ---- Cl - _� /\ r 1.517 S.W. HALL t7L W. �.L I 1~• SW TA X L0 J TIi;AHG, OR 971:5 HEARINGS FOR THIS SURVEY ARE BASED UPON THE WEST LINE OF THE PROPERTY h � � 36 R7 � .,r .. :kIBED IN BOOK 552, PAGE 487 AND AS SURVEYED PER WASHINGTON CO. SN ;� 19735. �� DEED OVERLA I to 15 PROF'E R I 1 ZONING: (SEE ENCROACHMENT Ill 1) W MOTEL UNfJ'S ❑ y•,,• _ _ - - — - �� I \ WOOD FRAME STRUCTURE Y - ,;ITE�._ADDRESS: _ rbc I c i z Q. t •r s -� \ 337.74 M*080*d c� M I I ewa cui43ti and SITE 15 ZONED CITY OF '1GAkD C-C. PRUPEFtTY AUJUINING -� �- - �- -- A J I�► U f E L E U�\TI G f`� ,�: _ II TO WEST AND EAST IS ZONED C-G. PROPERTY ADJOINI14C TO THE 11631 of 11639 SW PACIFIC HIGHWAY, TICAku, L,nL ,�,J sw sw am aye!' n I NORTH IS ZONED R-12. ELEVATIONS ARE BASED UPON CITY OF PORTLAND bLN(:H MARK � � ( `�"I14.0.,e ---- - _ •19a (ELEVATION = 278.038) BRASS CAF' AT SW COR OF SW /2nd AND SW PACIFIC HIGHWAY Q i I . oas.n w ,j s« a x: rQR MAZATLAN MEAC"AN _ ��. F•." Ito " I to \ a ' I RESTAURANT ENC00 ROACHME=NTS N01 C.�. I !CONC=RETE BLOCK BLDG) - _ AC SEWER UNE EASEM PER ; � CONTOUR_ NOTES: _-_- 800K 562, PAGE 214 (S E NCROACNME T I) THE WEST LINE OF THE SUBJECT PROPERTY APPEARS TO OVERLAP WITH THE AUJOINING PROPERTY TO - - - -- All NOTE 2) •'� 14' ROADWAY EASEMENT PER THE WEST (TAX LOT IS136CA 01800). DEED RECORDS INDICATE THE BLARING OF THL WEST LINE GF THL nssA ewo + I 1' CONTOUR INTERVAL N Ill IF HUY V Tor CU"UMK GRAVEL I _BOOK 899. PAGE 919 SUBJECT PROPERTY TO bE S 00' 29' W WHILE THE EAST LINE OF SAID Tp�( LOT 1800 1S S 00' 11' W, , LU I F wot tt WM iC, LT • t fs THIS DISCREPANCY CREATES A DEED OVERLAP SHOWN AS THE HATCH AREA ON THIS MAN. THERE IS EVll.t IIGR IS E EOR TRE OEM. ran LWA 'r I 4� tesa OF A DEED OVERLAP ON THE: GROUND, A 1.112"1 IRON PIPE WAS FOUND PER DEED RECUHU AT THE NW CUktJtk , Al L C F ,HOTS ARE TAKEN AT BOTTOM FACE OF CUka W1TH DISTANCE IN INCHES TO a 0A+esa�ES YNI En. n? '%&L EX TOP OF Cllkb. �►o Nor Torts rev,rNl•+•L c+l I I NOTE 3 expo call Rao Dalt OF THE SUBJECT PROPERLY WHICH CONFLICTS AND OVE=RLAPS WITH FOUND MONUMENTS FOUND PER SURVEY C,. vA�"aw�° ro M' • 2.w.ee LE ENCROA Ac i _...---- ___ __—.-�.--. _y 2.06' ,•�+T �► aw er M1973:i (1981; WHICH SUkVEYF:Lt ThE BOUNDARY qF- TAX LOT 1800 (DEED E300K SST, PACE 4fi% . THERE IS _ I — - -- ,,,.e DEED OVERLAP I I o EVIDENCE OF AN OLD FENCE INE (HEADING NORTH) WHICH FITS WITH THE S 00'11-W BEAkING. SURVEYORS CERTIFICATE: Ll _ AC \� GRASS + I :� I I ` i `a�� AC PARKING AREA 2) SEWER LINE EASEMENTS PER BOOK 562, PAGE 214 AND bOUK 574, PACE 23'1 AUJOININC THE WESILhLY I HF_RtBY CERTIFY TO TACO BEI! CUkFURATTON, A CAUFOktJIA CORPORATION, ANC) FIRST + �, r' �' BOUNDARY OF THE SUBJECT PROPERTY AND ARE SHOWN On THIS MAF' AUJUINING THE DESCRIBED S 00"i W. ,MERICAN TITL: INSURANCE COMPANY, A CA..IFORNIA CORPORATION, THAT THE f41 A/ xM I I AC - IN THE EVENT THE S 00'11' W BEARING IS THE ACTUAL BOUT JAkY LINE, AN ARGUMENT COUIU t1E MAUE THAT z Y "� THE EA`iLMENTS COVER STkll�:i A'JJOINING THE S 00' 11• W UcAkING AND IN EFFECT MOVE THEM FURTHER TOPOGRAPHIC SITE SURVEY SHOWIJ HF:FtEUN ACCURATELY REPRESENTS A SUR'JEY MADE \ �2 I tae (POOR CONDITION) � �� - EAST THAN AS SHOWN ON TH'S MAP. ,:Y ME ON DECEMBER 8th, 1883, OF THE REAL ESTATE DESCRIBED AS FOLLOWS: �ei ��,o I I I �// j/ 3) THE OVEkHEAU POWLR LINE APPEARS TO ENCROACH THE EASTERLY LINE OF THE SUBJECT PROPERTY. NO TRACT OF LA14U IN SECTION 36, TTS, R1W, WILLAMETTE MERIDIAN, CITY OF TIGARD, enarM I = I �, EASEMENT OF RECORD APPEARS FOR A POWER UNE. OUNIY OF WASHINGTON, STATE OF OREGON, BEING FURTHER DESCRIBED AS FOLLOWS: 0l1 I J 12 23/]e I i t 2,.>. LL 14 ATA STRAP IRON IN THE NORTH LINE OF THE GEORGE RICHARDSUN J r0G IUNAPON LAND CLAIM, WHICH PG'NT BEARS NORTH 89' 00' 'NEST 816.70 FEET FROM 4,2 4, O I ,v e�J. IHE ::TONE AT THE NORTHF:AST CORNER OF SAIQ D.L.C.; THENCE SOUTH UJ' 2S' WESf N 2- GRASS \� , 2�reo W m O O 6 9Q �r W �'j \ �� nu9.04 FEET TOA FOUND 1/2" IRON PIPE. THE "TRUE POINT OF BEGINNING FOR i I I I �� - \ ,� GRAPHIC SCALL d9N.SU0FEOST� tE,U OO FEETOIiE'EDUTH BkECURU) THENCE SOUTH 009' 00' 00' EAST A DISTANCE 29' OCI6WESTT A;�� ^' I oo S C 1 '7. 66 FEET SOUTH 00' 29' WEST 175.00 FEET DEED RECORD) TO A PORN-f I I 1 � ew ut�TAN.E OF b b ( � �i \ n �__ �.JN TF1F NORTHWESTERLY RIGHT-OF-WAY LINE OF S.W. PACIFIC ti1tlit-.IYAY; THENCE W 23138 w 10 -� rC)LLUWING SAD HIGHWAY RIGH T-OF--V/AY UNE SOUTH 54' 02' uu WE,:T A DISTANCE I GRAVEL r00 I °�� -_-- uF 196.76 FEET (SOUTH 54' 02' WEST 149.42 FEET DEEP r'_CUitU); 1•;E it NORTH 00' U � � _ - 20. 34" EAST A DISTANCE OF 286.19 FEET (NORTH 00' _g' `.AST 294 .,O ; EET DEED RECORD) > eA I pe ( IN FEET ) { r%l TO THE "TRUE POINT OF BEGINNING" THE TERMINUS of „+I, UESCRIPTI�:V, CONTAINING ,�y.. d an Its � STI / / � , I inch - 20 ft �' � y■j�■ � I , lL►�?7 ACRES, MORE OR LESS. � C / . 2Wel Z) 2w , I '� . clan ,�, ,.� "' ' PARD Lrocs TPE'k BOUKL279 AAGE 207 OF WASHINGTON COUNTY REtDcEASLMLNT OVER THE EAST 17 -LFT OF E At30VE DESCRIBED C►� 230 ,� u� .aa. , O a- � . \ :,.Jbol TO: A RUAUWAY EASEMENT OVER THE EAST 14 FEET OF THE ABOvE UESCkIE3ED 1 1 1 % r'ARLEL PER HOOK b99, PAGE 919 OF WASHINGTON COUNTY RECORDS. w �i� s I I `i► AC SI +J AC : I i Z Z -- ,UaJECT TO: A SEWLH LINE. EASI MINT O'1ER THE WEST 8 FEET OF NOFl 150.09 FEET Cn \� / /\ / / 1�LGI:iIEREU V! BARBER / �/ , PROFESSIONAL RECORDS. Aa VE U ,,GHIbLU PARCEL PER BOOK 562, PAGE 214 of WASHINGTON COUNTY -• Q _ _.�.� ,to � � SHOP � ' I ��' / / ' "Was - - 0 — _ / ANDS Vf OR / 7 :,OBJECT TU: A SLWER LINE LA;EMLNT OVER THE WEST 5 FEET THE ABO��_ D[_;CHIBLD F°' Iiw t Ar 1, I t 5 I \ 2 w n woe. / y i,., {�! !• e. ■ \ I / r 1 r7 f Y, 1 PARCEL (EXCEPT THEREFROM THE: NORTH 150.09 FEET THEREFROM) PER BUCK 374, PAGE co ' ' ' �^ r-• N r s,s,e / / 61.,1 G, \ 1 a 137 OF WASHINGTON COUNTY RECORDS. 5' MADE S LINE EASE NT 5' -- I' °0 S / (.FtEGON PER BOOK 57 PAGE 237 E �� . 2 ` SW-_ SW ' 1 1 j /�' / / j _ / JUl Y t4,t97h .,uBJECT TO: ANY RIGHTS BELONGING TO THE ADJOINING PROPERTY OWNER (ADJOINING 33 f GARY W16/HICKMAN a- 1� ENCRUACHME+ T NOTE 2) a \ fir$ \ k I ,p► pp / / / `� E THE WEST) DUE TO THE OVERLAP OF DEED RECORDS NI THIN THE FOLLOWING w U) d u 'v►•,•, I a AC 2�+0 1_ �t STAIRS ;�� (. LK / uESC.tIBED LAND: M v! N I Ai ` w�- POLE / / I.1(P I K i-_ 12 I:51 /'ice MENTIONED LL C0� �� Ev I 2Iy2i1 ACKERL f BILLBOARD / \�\ / / / / SOUTH J11do* 00' 00" EAST A DISTANCE OF' 1.91, FEET THENCE SOUTH 00* DO" O z !r 1 TOP ELEV I 273.3 f 's•~ PGE' P M 5088 ;' �� / / t Qm.* vI• �rr ee OW RE ELEV \ WEST A DISTANCE OF 284.19 FEET TO A POINT ON THE NORTHWESTERLY NIGHT-OF- / O (0 W v —1 Rad 2 5.8� / J `J 2 +° / OP LEV ■• 26Ti 1 i WAY LINE OF S.W. PACIFIC HIGF!WAY; THENCE FOLLOWING SAID HIGHWAY RICHT nn O w� - A G ire a1 a i / / / / / � 0 CL,_ s�n� OF-WAY LINE SOUTH 54' 02' 00' WEST A DISTANCE OF 3.35 FEET; T'1ENCE NORTH w 1-7 ws t 214.0+ /'� OU' 2U' 34' EAST A DISTANCE OF 286.19 FEET TO THE: "TRUE FOINT Cf BEGINNING" �1 �..� VALVE? -- -- / V Air �° l �`� 4 THE TERMINUS OF THIS DESCRIPTION. THIS DEED OVERLAP AREA C(lt:"AINS 0.015 0 L V) o (UNIDENTIFIED USE) i �2 2°o d u`a� / /'Re CU ACRE=S, MUHL OR LESS. C1 m I FOOTHILL MOTEL SIGN ,,,' u / wM / �, j, UkTHER GEk IIF Y THAT THE IMPkUVEMENTS LOCATED (HEkION HAVE BEEN +OWN b4 O I TOP ELEV 2x9.55 a u �6 / ♦ - aT I y / ►�"^' AS LXATED AND THAI" I HAVE SHOWN ON SAID PLAT -THE DISTANCE FROM SAID BUILDING DEED OVERLAP `\ ��j I TO THE NEAKEST PROPERTY LINE IN EACH DIRECTION. O (SEE ENCROACHMENT NOTE 1 �• S i rc w CONCRi BLOCK BUILDwG ."aa / T �q r I FURTHER CERTIFY THAT THERE ARE NO ENCROACHMENTS UPON SAID REAL ESTATE BY ------- Foos iMPROVEMENTS LOCATED(VACANT) •„a w / ' EXCEPT AS UESCRIBED INNENCROACHME, OR FENCES NT RNO ES SHOWN WALL (HEREON ADJACENT PROPERTIES. I-• yl osr� + - �� ' ► / AND THAT THERE IS NO PHYSICAL_ EVIDENCE OF UNRECDRUED EASEMENTS ON All � �I r �C??, q� / / \ r -�. DISCERNIBLE FROM INSPECTION OF THE PROPERTY. . tna I h�� s x,01 / PGE PP N1 74 \ yp Clr«i er j .- I FURTHER CERTIFY THAT 1HIS SURVEY WAS MADE: IN ACCORDANCE WI TN TACO BELL AC L AC -�� OE' 4 ELEV LOW RE _ 35 27Aro a p ALTA" SURVEY REQUIREMENTS BASED UPON THE F!k51' AMERICAN TITLE REPORT OF THE TOP EL •• 291,x9 A r,ouiu � "W AP _� -r SUBJECT PROPERTY (ORDER NO 741784• SITE NO 06-817/FT93-364 DP,TEU 11/4/93). , Tw MA0. CERIIFIEU THIS 10th DAY OF DECEMBER, 1993. FLNUK i '�'' /!o`� / 23.26Ac p 3 culolb �� p �PV / / y �- `C� \231 (tA Y/ W HICKMAN OATS I i 1 AC 09 tae r AC �OC c-of M., / G�� } �S U W � �� / 0 � /.' Z, _.� � OREGON REGISTERED PROFESSIONAL SURVEYOR N0. 1618. 0 ,ryl,a ' / AC/ / ,'� r faµ AC sw AP.e/ U �0 /.0��•1�' use. - ----- DEED OVERLAP' ,w AC lrb% / �r � ' •avo /• \ - i �► • � •� ,�"�• • • •�yw .,per. I I ,If at � ''�„a'• LEGEND: !/ DEED OYEikLAP AkEA (SCE ,Uk`/EYOR'S I G, ,..• ..P� •I ' K -y a'; � -•• *; SET PK NAIL k ASHERI' 4, / / / NOTE 1 11 LI •• • •II.� x 2,2. ..1.9„,,.,- I MARKED "PLS 178" e►� ' / / �� GUY ANCHOR ■H BOUNDARY LIIJE OF GAIEWA` MALL o /. /. TELEPHONE pE1ESTAL +. I T�"' X• N "sr : +' FOUIJU MONUMENT AS DESCRIBED TV PEDESIAL I \ 1 / J' j - SETS 8" IRON ROD WITH PLASTIC CAP MARKED "PLS 167b" TRAFFIC SIGNAL BOX 1\ ■ "�' p •4 tis,• • - �.,, _• . UNLESS INDICATED OIkERWISE - - -- • - • - LANE LINE L cl =--1_•,6 ::- ' CONTROL POINT - - -_ DOUHLE YCLLOW LANE Ut�C I 1 r' 't,�in�;nh ►• '_ • �1 U++r- / 2+oow RIGHT-OF-WAY CENIERLINE -- - _ 1I _ _ __ _ ___ _ ___, WATER LINE 435 CON TOUR LINA. LINE •W ,��;;� I' 1 d ! / / /� - - - - G .-._. ..__ ,aS LINE �! i '1,•. .1 a Z! , :• n �+. �•�,.1' r �A G / W v- TRAFFIC SIGN I 1 '`•..j •»• Zi,•:o....ei. •.�. . (( - - - BUILDING LINE I G .i - •• .,.• �. \`J SANITARY SEWER LInIE- �' V'' ?� 14 S+ • W LIGHT POLE •r ;:,' •« ."r=te ';i, ILEPAM 2931201.DWG �� `10ORM DRAIN LINE ,. h -- _.._ ---- d r� W �� - - OVERHEAD POWER LINE + )•r .;_� i4 \ f ; Y `+• )P SANITARY SEWER MANHOLE I `��t: tl, �• 2�o n - ' U 2Cs \ v �� Jw ----------•DL -- ----- - DITCH LINE STORM DRAIN MANHOLE ' °� •u •F•'• :v% � .` _ 011AMM 6ri �WH ciao cool !, l.... ... .. \ ��'�' .. d' 11 - - `I. / � �9�P ---- -_--- -Ec' - --•- 'S.v SIDEWALK r,� __ � •`'t' •t r,:•.'•. .,I• •y �..,, � �_ / EDGE OF GRADS LS LANDSCAPING •x"'"� '\ "�` """`_:?�)t' -� r.e1 b / -�z�:��,_ __ CURB ,INF AC \ �•I� . ` ------ - � ASPHALT CONCItt TE .;'•�. • ' ) � CS}K1p Ri'M MLH EDGE OF GRAVEL EG EDGE OF GRASS S� ' j' ' $� '�J`! •��'! > : :� 11 ,t.. ol�lre 12/18/93 / i- NG NATURAL GRUUNtJ 1 I, All: G / / / S✓✓ ' c, Pl'WLR POLL F-P LDGE OF PAVEMENT •'�' 8rf ��. ••• ■/ 3`,:•.: ';,I ■i.�IQT�1Rk' FIRE HYUHANT GRA GROUND SHOT ON GkA :; Ar<tA t` A;we""" / / / / - _r.�� % � � liB GRADE BREAK •'.• •j'� . S ''~ � '• .,l)(l•��Fir ♦Tr •% � ■ti WATER VALVE CC 1111kB CUT .• !�,.�►' ' \ 1 , �cx ~?.'+i L I . �' rJ/A / Cs x GAS VALVE u EDGE: U GRAVE �i ,o d / �' CASEMENT UNE •' �: � ��' yw �Y •�� n �+lE'tZ Mme► / , ! r».,a WATER MEIEk t E ,1, !�•�: y ' T /• / lAw Btu 1RAf"FIC FLOW DIRECTION '•I •'�' ■■n • / THEE OR IJRUSH LIIvL ! •��e•/�' .�•�• •�i --- \ , `' "!0 CATCH BASIN VA TH DISTANCE. I- NOM HIM TO I.E. "'�..JL._�_, DECIDUOUS THEE •• '/ . . ."li�•'tr. _ V\�11w !i n � !• � 1 f CIC, FACE OF CURP•, - ;/ / / /' / �` uQ FOC6 FACE OF CURB NTH 6" EXPUSUHL LvLHGREEN IkLL r �P �, TUP TOP OF SLOPE - --- -- _ - EDGE OF PAVEMENT VICINITY MAP' �►�+ / / / �ti IDI TOE OF .,!.OPE ( ULEU) RECOHD BEARING AND/UH UI.,I l I'tk UEEU � 1 GAS METER - EUCE OF GRAVEL ROAD SCALE 1'- 2000' 06- 817 8 I 7 / X � CO CLEAN OUT -- ....�� ■ PACIFIC HWY., 11635 BLIP 94-0165 • 2 OF 56 t .._ t..a. ,•-a... ... J F. +�i:,,....l,l� :nl�t"'�tL ! _ -� Y �: �,,»••w ,. . .,.....-..�._ `i j� T l I 1 T1111 P f I E 'PHIS DOCUMENT I S LAT I ON, T T I ' I 1. 4 � �1 I i 1� �� T 30 1995 t , i LEGIBLE THAN THIS NOTATION, �I � 111 I I I I --� -__� _ I S . 10 il, 1 AUGUS 1 i I -� • I'l' IS DUE TO THE QUALITY OF - .., ' No.3B �j'�!'•��... . THE ORIGINAL DOCUMENT. -- --- - - -- — --- --- -- -- ,- EIIIIIIIII FIIIIII GT 8 -- -- L IIIiIIII�U�II�I 11 lll�llTl 11 II l ll�llllll lll�lllllllilllll 1 I IIItW11111111I111 92'-10" 80' 0„ -- - _ ------ 294.60' DEED) ` 28 7U'-11" - --- --(S 00'29' W28 EXISTING CATCH BASIN 23 t3a ' \ - - 286. 19' AREA F SHAR - ACCESS\ --- `` ------------------------------------ - 1 -_-_ 5'-UziLIT-- EASEMENT -------<91 ---- - -14-- -- ------ -- u -- __---- - ------ � N ,. t o W �I �n E -- --- --------- -------- E ..__---_� � oil -- ----,.---- _ —�- I G p; 1 -------- r" 8' UTILITY EASEMENT (150') `0 1 I � 0 ; 5R I --------------------- E --------------------------- ------- E ----------------------------------------- E ------ ---- --------- - -------------- E ------ ---------------------- ------- ------- E I ---- ---------' \ I 5 - 1 1 V r- _ __ ccl� o — l t 2 a 1 14 r�-I ---- I i .' C 19a ° ,� I I (1111111 � ` 1�� ;°' ,- 1�l'R vJ I ' `4 `2 ; _ ___ 18'R i— 4-5'-g --- - ---- - -0, ;-+ �''- 7' �4'-0" t _-_ 2.3 360 V 19 0 1 7 f - 1 CL \ I t Q 0 14 �'___ , �/ R AN S ( -_ '` "'_- ='4 R z I `� "_--— I 0 J 26 30 �' PAD I 14 0 J a \ 10 12'-0" v 1 �� - 18'R I D a' \ _ 30'-U" I 11'-9" 8, 0" \ 2 Im � z� x — PROPOSED ; Ln I z 0 (�\` CII �i { j ) 13b i V V r� 020 i TACO BELL �-/ O I I 14 > I ( * OD �- o S \ M-?0-H ___ ___ y�. 5 I L. 2 0 i C� • �.... O �\ ' 1989 SF \ O 20 ` I o O DRAVMG �. �� 2 9 FF : 2�2.� 0/ 1 \` Sd 014 --- \. \ / ' f+Fsrxartr or AW At,w uca oolrolunrx ..L. O 1 U'RG' I 8'-6' - - uJ �� ,; � �s+eu s+n,sr a�xnoucm cw ustn v�0.\%� 21 -- - -- --- - 1` -- 1 � ES F�(E5''L Ili�wicr 0'--6" 4 r i 10 , I AND neer UYw1ES THEREOF,PARTIAL DR a�,E, sw,u if RErualFo TO .►IE \ 2, IIIII I OMER Ural s \ -- -TTF - , I o - �a — i- -- ,9 THRU 33 / % I - DRI \ O�•\ p 17 2'R 2'-3 R 1 \ O,0 ��•�� 19 32 ?� 1 \ 40 %, 0 R 2 STALLS ® 26'-0" _ 8 STALLS ® T-O = 72'-0" A \ L 190 17 N 31 f c;��lS iT10N KEYNOTES 6 % 1 Od (Note. All details are shown on sheet AtE unless otherwise noted.) 1 ( 0 2'--6"R � n• 17 STALLS ® 9'-0" = 117'-0" / 45'-6' < ' ! ' Construct 3" Class "C" Asphaltic Concrete over 6" crushed rock base --- -- -- -- —-- ----- - _— 6'-4% - - -- -- O W as specified. Refer to detoil. R - 0 2 Construct 6" x 18" P.C.C. curb per detail. �, \ 130 8 R 8 moo. I I -W g CPQ 5 Construct P.C.C. sidewalk per detail (Strike join;c at 5' O C.) O•, 1 50 Construct P.C.C. curb edge sidewalk ptrr detail 5'-8' I I ( � Z V 6 Construct P.C.C. curbed ramp per detail. XISTING �. 1 1 J r O l t r1 2 \ 2 u I � + � i.L L,J 7 Construct P.C.C. ramp - max slope 1 12, per detail. (1 12'-0" ' (�1 .. r / \ L - V00 i) C8 Construct 6" thick black P.C.C. paring W/ 6"x 6"- W 1.4 x W 1.4 / \� ' -' I 77 r 0 Q WMM W.W.F.(const. ;-.:.its ® 12' o.c.) over 6" crushed rock. \ J ` M in ( � m � Q,o, Black concrete shall comply with requirements of applicable ��\ �0 , 0 1 r divisions & sr�ctions for concrete mix design and quality control. 19 u LJ A. Six (6) to seven (7) percent air-entering admixture requneu. \ I 20 1 Wit, 27 2LS 3� 7,_, Black concrete to comply with ASTM C260 and as specified in \ � 13a i (A division 3; ` �I J B. 5 lbs. of 'Davis #860" per 92 Ib sack of F ortland Cement shall / � �,, \ 2 Q I 11 1 7 ( 0 (r' � ..�►' be used to provide intregal color to the concrete pcving. \ U (� ( \ 9 Construct trash enclosure on 6" P.C.C. pod per detail. \' `0 \� 20 c8 Q o 4 10 Double faced internally illuminated pole sign. Conduit & power. by G.0 Sign, sign foundation, sign installation & electrical hoot,-up 33 `� 17 12'-0" by Taco Bell. ,\ � � � -_ _ R - - 1 � I % 10 STALLS 9 0" 0 604 - 103'-9" 11 Internally illuminated directional sign (sign face as noted) , / c Founaution, conduit, & power by G.0 Sign, sign 'installation and '� , \ ?4'R electrical hook-up ty Taco Bell. See chart for sign face assignments. ` \ �% N ,3 0 0 1 0„ U 12 Menu board and Speaker on pedestal with sensor 1 •o per detail 6 \. _ 7 - O Foundation, c.ondu-ts to building, and power by G.C.' Taco Hell to ` 18 R j I I f I supply and install '[he menu board, & speaker. Taco Bell to supply ^ \ "' 1 I f sensor loop, Contractor to install sensor loop. �V %% \ / 11 1 0 r 12a Drive-up window siensor loop; supplied by Taco Bell, installed by "� �O \�� \ ./ f uo I General Contracto . Break reinforcing mesh in paving. U, t, --_ �s EXISTING 14' ACCESS EASEMENT 10 R -� 13 Provide 400 watt, forward throw, metal halide yard light per detail. / / \ �% - -' Construct foundation and provide conduit and power per detail - �'_- _ r-I -------- - � 1 -T �- i ' 13b Provide 400 watt, wide throw, metal halide yard light per detail /� f �� `� 1 7 _ __-- - I ' LJ Construct foundot on and provide conduit and power per detail �� / \ i -��- 1 �� 14 Install guard post per detail. Point to match building color. %\ ` 'tet ;�L� 1 , � ( g WI 15 Construct 58'•-0" retaining wall & guardrai; per detail. Sheet ATF /� \`� 26'R \ d 16 Point 24" high letters, white. �\ -------------- --- -- - �_�r�� - " -' - (� --- a_ A' 17 Faint traffic arrows white. � .� \ N 0002900 d0 --- '"`� 167.86' W , 18 Point handicap symbol white on blue background. ^� � �(J -- � \ 175.00' DEED) a_ 19 Point 4" wide solid stripe white. GENERAL NOTES: 28 `� '1'-6"R Q 19a Paint 12" wide solid stripe white. 1. Prior to starting construction, the Contractor shall be 4. The location of underground u ' facilities shown 34 responsible to make sure that all required permits and on these plans are based on fiel yeys and local utility 20 Landscape area. See sheets L1, L2, L3. r+norovals have been obtained No construt-lion or fabrication company records. It shall be the con tactors full I responsibility to contact the various utility companies to cn ,� shall begin until the Contractor hos received and thoroughly `1 Install Taco Bell furnished trosih receptacle. reviewed all plans and other documents opprLved by all of locate their facilities prior to starting construction. No d additional compensation shall be paid to the, contractor for I \ DIRECTIONAL SIGN SCHEDULE �� rn the permit'sng cuthorities. 22 Instal! 1000 gal grease interceptor per detall. See also plumbing damage and repair to these facilities caused by his work 18,_ 0,,, 22'-0,,, drawings. force _- _-_ 2 All work shall be performed in accordance with these plans �'----- ---7r A ) ENTER J.) DRIVE-THRU 23 Construct P C.C. curb nosingper detail and specifications and the requirements and standards of the 1 P local governing authority. The lolls report and 5- All dimensions and raiades shown an the plans shall be B.) EXIT K.) THANK YOU '��1� J�� recommendations authority. therein art c art of the verified by the contractor prior to construction The C. ) ENTER - - L.) WP-COME J I! J J �.1 24 Construct P.C.C. curb at Drive Thru Win-low per detail. P contractor shall notify the Taco Bell Construction Mona er construction documents and in case of conflict shall take y g D.) EXIT M.) FLIGHT TURN ONLY FIJI`NAILIE. 817SPIA recedencP unless specifically noted otherwise on the plans. if any discrepancies sat prior to proceeding with 25 Provide pole mounted handicap sign per detail P P Y P E ) EXIT ONLY N.) LEFT TURN ONLY' ----- The contractor shall notify Taco B!II construction manager construction for necessary plan or grade changes. No extra T an uiscre enc between soils report and plans compeneuliuri Shull be paid tau the contractor for work to be \\ F ) EXIT ONLY ---+ 0.) BLANK DRAANEIII AC JONES 26 Furnish and instill bike rack, 'Pedolor's Post" or equal by Y P Y P , etc. redone due to dimer9ions or grades shown incor,-ectl on Lids Enterprises, (503 777-4751 g Y G.) DO NOT ENTER P.) PASSENGER SIDE PICK-UP P ) these Ions if sur-h notificotian has not been rven. tt��BY: 3. Site grading shall be performed in accordance with these P g 14 ) DRIVE-THRU Q.) DRIVER SIDE PICK-UP "?7 Existing tree to remain. plans and specifications and the recommendations set forth 6. The Contractor shall be responsible for providing adequate \ I.) URIVF-TIiRU ONLY R ) _-� _- - DATE 8 FEB, 1994 in the soils report referenced in this plc;n set. The 28 Existing utilities sign, fence, and curbs to remain contractor shall be responsible for removing and replacing safeguards, safety devi:es, protective equiprnent, and safety _ ~ all soft, yielding, or unstable materials and replacing with procedures and methods to protect the life, health and ��\ BU&DiNO TYPE- 29 YPE 29 Invall 'ic _o Bell furnished flagpole See sheet ATF safety of worker's, subcontractor's, supplier's, and rhe gp suitable materials as specified in the soils report. All public on all work related to this project. All work end excavated ur filled areas shall he compacted to 90% of \ M—�70_H 3(!• Install new model #TFD 250M by Lithonia for flag illumination modified proctor maximum density per A.S.T.M Test D-1557-78. safety proc.ed,ires shall be in full conformance with OSHA Moisture content at time of placement shall not excised 27. requirements and the requirements of local governing 31 Instals w/ traffic epoxy new 10" white traffic lane butten above nor 3% below optimum. Contractor shall submit a agencies � � �-T MAJIFIM by Traffic Safety Supply Co. or equal. compaction report prepared by a qualified Soils Engineer, pp g p ARCHITECTURAL SITE PLAN ATA 32 Construct new P.C.C. curb per O.D.O.T. detail. See sheet ATF registered within the state where the work is performed, 7• A set of approved final site and building lens must be on- registered site a all times during the construction period. " ---- venfying that all filled areas and subgrade areas within _ 33 Construct new P.C.C. sidewalk per O.D O.T. detail. See sheet AIF the building pad area and areas to be paved have been 8. All site work shall conform to l SCALE: 1" = 10' - 0" compacted in accordance with these plans and specifications rLC. and City of Tigardand the recommendations set forth in the soils report requirements. FACIiJTY NIL II 34 Construcr new N.Y'.C. driveway per O.D.O.T. detail See sheet ATF P PACIFIC kWY., 11835 06-0817 BUP 94-0165 3 OF 56 " IF THIS DOCUMENT IS LESS �17 1T� TTTTT �� T 1111 1 TI ' 1T1�I I'�T T1ITT�TTI TITT�T TITT�TIIT T�TIT1T1, 1 995 ' LEGIBLE THAN THIS NOTA'T'ION, 1 -- ��`_ 6 ! 8 I Q I 11, I 1G i AUGUS I- 30t� ___ �_� r IT IS DUE TO T"E QUALI'1'1 OF ___..�. , No.3e THF ORIGINAL DOCUMENT. - - - -_ — -- _ � _ _ GTI a T 4 I 1r C I SF111111; 091 i Ill IIIIIIIII IIIII IIIIIIIII�II I�IIIIIII , III IIII�IIII II I ,I,I��II IIII� I I IIIII llll�lll�lll�llll II 1111111 �IIIIII I�III 1111 11 11 I1111111111111111 � �� I I I I I I I I TIN �lU ll�ll llll �'r EXISTING C.B. EXISTING PARKING AREA w n TO REMAIN , S 00'29' W 294. 60' DEED) 12 S 0'20'34" W286. 19' r �� •--r._.__ a----r.___ —• ..�;t_.max. s+�-__1�a - _._-..Nowa—.'.• - __.. -----fir _ ..'== =W_•_'— W v f10 Ili 5 C'A CL J CL� Z \ W I z m � 00 z 0 s I � 00 Q • O �- s� I I I C • o o :N, J*Aft, AND ALL haORYATIOM IS I ~ H r fWTY Of HOT'N Wl O"A11 K ANO}W1 407 91 REPR90lI0E3)(-+A�iStC jIf .I'?COR Ili PURMW FOR WICH ' ` ANY CCOKS MWOI^ 4 DRAW ING 16' AND PARTIA OR I 0' EXISTx • I I ASPEN :01"LLTZ, 94AL IN REUMD To nil W R 00" 3 E I / I of -0 17\ I 17Q1�' 00 CL O >- 3 < Z (Q EXISTING O C.B. TO 7 ( ' REMAIN O V vJ \ I W � O " oc � cc � (z O -- 7 \ O 0 C; W ' opo o LL1 JZ M _J acs O ao o W . �.� �- \ map J Cb • Cr I DEMOLITION NOTES_ / Q co 1 Demolition, i W ..� Remove all structures existing site improvements, impervious B \ 12 ��" surface, underground piping and conduit as indicated on the drawings and as required for new work. Conditior of Structures: Owner assumes no responsibility for -ictual condition of items or structures to be demolishec. Contractor shall field verify all existing conditions. j Safety Provide temporary barricades and other farms of protection \� as required to protec( general public form 'njury due to demolition work. AIt work shall tufty conform to OSHA \ requirements. 4 Damages: Promptly repair ,iamoges caused to adjacent facilities by / 15 dep,olition work at no cost to Tcco Bell. 5 D,s usal of Demolished Materials: materials - sulhn _ i ❑ _-____ A. Remove debris, rubbish, and other from demolition operations from building site. Transport and legally dispose off site B If hazardous metericls ere encountered duringC4 demolition operations, stop operctions end ' �fS immediately notify Taco Bell. Comply with L' 1 applicable regulations, lows, and ordinances �� O 2 concerning removal, handling, and pr4'ection against C exposure or environmental pollution. 6. All site work shall conform to U.G C., Washington County and City of Tigard reouirements 7 A set o' approved final site & building plans must be on- C% r » site at all times during the construction period. N 00• 2900" E 167.86' DEMOUTION KEYNOTES (N 00829' E 175.00' DEED) ------------- EXISTING RESTAURANT O Existing structure to be removed. , EXISTING: PARKING APEA EROSION CONTROL NOTES: 2 Existinq motel Sign to be ,-emoved. ----- 1 The implementation of these erosion control plans and the z Existing trees and bushes to ').- removed construction, maintenance, replacement, and upgrading of these facilities is the responsibility of the contractor 4 Existing gas mete. to be removed and relocated. (6y N W N C.) Cas, until allconstruction is completed and approved and L'roN Ltk't, Stakes landscaping is in place 5 Existing asphaltic concrete to be removed. with Gran. L (� Eaakd(2"x2` 0 Filter fabric / rP • 2. The erosion control facilities shown on this plan must be 6 Existing clean out to be removed. Stapled to _ .. _ __.. constructed in conjunction with all clearing and grading -,"m - __—� Stakes �-' o activities, and in such a manner as to insure that sediment- ------� ` ", ':: 2:2 .2.2. '� .� Ii;F fyA1E: 817SF'1A. 7 Existing utilities, trees, and signs to remota - �2i :?`•�`;_;�3t ' laden water does not enter the drainage system or violate 2;2 2a;2C�22222 --- Runoff%%ts. applicable water standards. 9Existinq driveway to be removed. _ with Sedimertt � },{�,d Wata DRAWN BY! - JONES 3. The erosion control facilities shown on this Ian are the 9 Fxistin ale to be removed. ---'- Q CWT)By P 9F - x� . ;. � �..�,: � nail minimum requirements f.- anticipated site conditions. During Z5'min Radius 10 I.ocate existing sewer loterol Cap, mark, and 2` ` _______._ • .2., ;,;�;. s / . DATE 14 ,IAN 94 the construction period, these facilities shall be upgraded protect at property line for reconnection � Bovied Filter Y as needed for unexpected storm events and to ensure thot , Fabric �� '� Clean('it Run or?."-Minus Gravel 6»min. SIULDINp tYPE• sediment-laden water does not leave the site. 12. Silt fence per detail. (min, 4"f:le.Pth) �..- PilMetphubric SubgradeReinfortement depth pro�q,l,eFull Width �.,,_��H 4. At no time shall more than one foot of sediment be al!owed 1 Existing billboard to be removed r,en►extile,as Required of[ngrem/Egress Area* to accumulate within a trapped catch basin All catch basins 3 and conveyance lines shall he cleaned prior to priving 14 Existing mail boxes to be re,noved. � %*FrAi�t M 5. Stabilized construction entrances snail be installed at the 15 Existing fence to be removed. MOLITION/ERO PLANA113 beginninq'of construction and maintained for the duration of the project Additional measures may be required t., insure ifi Construction entrance per detail. __-_ -,---.--------___________ __�,__ • SCALE=: 1' = 10 - 0" thct all paved areas are kept clean for the duration of the project. 17 Area of overexcavotian. See grading plan AIC FACLlTY NUA�'f# 06-0817 PACIFIC HWY., 11635 SUP 94.0165 4 OF 56 I I I T T ��1� T�1V1 1 1995 IF THIS DOCUMENT IS DESS ' h AUGUST �o r { LEGIBLE THAN THIS NOTATJON, 1 4 �� F) � 8 T 4 � 11� A V IT IS DUE 7'O THE Q[JALI'1'Y OF N0.36 ®"'r.•�"�' �_ �.•.THE ORIGINAL DOCUMENT. E 8Z—8Z LZ 9 -J11 Z -� Z -iZ T gi LT 9T 15i bT ET Zi TT T 6 LIT-- SIllllllllllllII�II IIIIIIIIII Illlllllll.11llllllllilll�lll��lll I I I IIII ILII illllll� IIII lit,111111611IIIII�IIITI�IIII II►.�IIII(lllll fill Wllllll111111 Illl�� f _. <.,+._-... i.. ._.i'•:,a.A r.;E,�idL,-.f:e..,;.�:.. .�3.L1.:•_ :..:wv.;.'67srEs,a:VliYoiM1vilio-_:utl6,:5¢x.Y.Y�tL�'lJi;G:wl:!' - {7fW�111C8Li�LiHIiWYtl4A.1+1{aQmY�p =.�cl:.n:;i'rr..-.:wn�.�'+v;.s'anw.r7v ia�Rn..r,rvc;emwr,.wqr,:3•mmx�.;in�:uu ^•w.mmav-w-.:.; ExisrlrvG C.B. (S 00'29' W 294.60' DEED) -_- \ RIM= 226.49 S 00*20'34" W 286.19' \ \_��_.i��_1__��..�..��__i 1��__�,�`_.1._�_`_ \�------�---\�--�---��_�_-l.��j..�\_Y.\`L.�__ .�_� '7i_\y-_•�-�-�'-� - -- \�- -- - -- _ \.._ _ - `_ �. *.`��- -- - --�-- - --�---�.�.1__�_�. .`�..��__�_ � - -_ - - - - _- --- -- -- (239.33) 2 3) 27.00) (228.30) (229.03} (234.74) .. 1 1 C, eel?" -'8.72 BC -� I \� 229.80 B� M 431.80 BC 231 90B `� C ? ti� 9 v� � (L -_ ..1 cY'A •h0 Z Z j � I 2 33.5 5 B C --- -- 7575 `RIM=232.30 M 1 .5 9 Ll%` ?49 80 A _ _ 231.80 8C 231.9 BCt---`�,---' 2;? 40 CC c y� 235.57 B - U •C \ x._9.98 Bis 232.50 BDS '33.5'5 BC 2:52,c�0 BDS . � TF II 45 U (' _`9.49) 2��-1.40 B a A�JS 235. _ �"'----- lI 229.74 BC -� I, ao z o 232.61 BS a4 cls a I( F- � �\, 229.88 BIC I TACO BELL I - 4 1� O 00 co \ M-70_H I 232-46 QS i_.', 41 B'S 34 1)3 B _ 36.65 8C \\ 3r\'% - 1989 SF I � -� ,,` ,/.� I , o C114SDNArIc AND�,; ��roll IS )CI �� ' + A1C 944 NOT�hC�'f MLM ON U%D FF 232.510 _ _ -___ 34 ;�� E c T } c ❑ �T FOR �RAM FOP 01CN IT �. \ ® ` - - ( IS DPRMY MMSeLD T14 DRAW \ O+� F _�5 38 BC I AND ANY COP[; INfltflti,PARnAt OR • } 4 8 i i I LOi1V M *AU V.KRACD M TK it 3 BI-, I 1 ,32.50 RIM=231.8 BDS 232.50 BDS �- 231.63 B �__- _ - -r� 04 THRU 2 4 ` 5 Eh 235.50 EC '--) is L 231.90 B �J � _ � 236.00 BC DRIVE �� \ 31 x0 HG 2'31.90 BC • '236 90 BC 2 37.38 BC ' �% 2 232.42 TP 233.75 TP 240.07) • , 0 ,•,,\ !' �\ -`51.72:' B C I 231.42 AIIIIIIIIIIIII ♦ • <Q % F0 SLOPE • ; t CLEARING and GRADING NOTES: �, �, 231.11 3 BC >- 1 This grading plan is to be used In conjunction with the \ `� Z architectural, demolition, landscape, and utility site / 1 RIP i=230.63 I plans for information regarding site work. 23X.79 EC • ` 230.65 BC ._33.5 EC _ _'�•1 14 ? =-`,5 :'S TF- 2I # � See s!ieet AIA for horizontal control \ �- 237.90 8C • ' • I a) W 3: 3 See sheet A18 for site demolition O \ aCD 4. See sheet AID for site utilities. F` • 239.59 BC (� U Z \ (240.92)# � � © �.1 . 5 Site preparation. U1 tiun, excavation, grading end construct,on �. « 239.35 TP -� ,. O Z activities shall be performed in acro;-dance with \ \ 233.57 BL recommendations and specification contained in the Soils ' �0 U W Report #E--6412 by Earth Consultants, Inc dated December 21, 1993. �\ \ ; 1 ' 1'? I; \\ s, I _ 11 I (� Site grading shall be performed In accordance with these , CO ` ( �:' jI ` 34 ` B`` r 1 ' ' 6 egad g P , \ �DA -, � - i r, ,- ptons and specifications and the recommendations set forth moi, -- I Q M ~y'' In the soils report referenced on this Ian set. The �61 F 234.12 BC _ Q P P � _ contractor shall be responsible for removing and replacing L4 �, 4 1 z •� \ 233.72 BC. _ I � all soft, yielding or unsuitable materials and replacing Q a: with suitable materials as specified in the soils report. 1 I L0 All excavated or filled areas shall be compacted to 957. of (y) modified proctor maximum density per A.S.T.M. test D-698. ` 233.72 BC ❑, U (y)o P YP _ \ � Moisture content at time of placement sholl not exceed 2%P \ above nor 3% below optimum Contractor shall submit a \ / I r I compaction report prepared by a qualified soils engineer, ^ \ ` registered within the state of Oregon verifying that oil \` 234.48 BC 4T B( I I filled areas and sub;,arie areas within the building pod area \ tilt 1 E and areas to be paved have been compacted in accordance with` 2.34.42 BC 235.58 TP 1 these plans and specificu,:-nns and the recommendations set \ 233. TP I 1 forth in the soils report. 7 All work shall be performec in accordance with these plans and specificu+.sons and the requirements and standards of the City of Portlord. The lolls report and recommendations set �/ ��% `4O 75 Bl i ( 241 89) forth therein ore port of the required construction \ documents and in case of conflict shall take precedence Inless specifically noted othermse on the plans. The /V k234.71) �� I •, con;ructor shall notify Toco Bell construction menuger of �Q \ any discrepancy between soils report and plars. etc. $ ao. / 8 All dimensions and grades shown on the plans sholl be field I g verified by the conlroctur prior to construction. Contractor �j� \ `. �c - -- --- - ----- - -- __ shall notify Toco Bell construction manager of any �R- -- - ( N` E.fZ -� 2 `� ____ - ER dw repancies exist prior to proceeding with construction \ _ _ -�~ ul TP fcr neces3ory plan or grade changes No extra compensation y \ _ -- gholl be aid to the contractor to work to he redone due to p d0 ' a dimensiuni or grades shown incorrectly on these plans ;f _ U. such nr�tificot'on has not been given \ � ' ` � ----�y��l I (� I 9. Initial Site Preparation' -� - _ -- _ _ Z �( 8(��C I -- 8 )- -.__ ._ . -c13(23 i(�}'_ - - 63 ---�,Eft- ,E ( -t=;---E'F� �---- Remove vegetation and an SII soil with significant organic _ _ - - d(;_ ______ 2`I0 81 iP ' C4 9 9 Y ---- _ -- --�- ---4c , content. Proof I oll, scarify, and recompoct subgrade as A I 0002 9 t 00 167.86 6 7 86► ( 242.25 PC) m recommended in the soils report. Fill lovi oreos and \ IV L jll V excavated areas with non--organic, non--expansive soils, up to w 1 "�� 175.00' DEEP sub-elevation3 as necessary to obtain final elevations _ - �'• �� ` N shown. 10. Foundation work, floor slab act'.vities and site preparation oG 4 shall be monitored by o qualified geotechnical engineer. Actual foundation bearing grade 3holl be inspected and approved by the geotechnical engineef prior to placing concrete. � 1 LEGEND 11 AN foundation and other excavations and / or trenches to be r l of I l (V structu of y backfilled. 12 If wet subsoils are encountered or become wet during x 233.85 NEW ELEVATION BENCHMARK ': << construction, the soils engineer shall recommend and supervise remedies. CITY OF PORILAND 4195 X (L3�.85) MATCH EXISTING ELEVATION # /\ a�� 817SPIA 13. Grade landscape areas flush with top o. ad)ocerit curbs. ELEV. = 276.038 Grade landscape areas within curbs and sidewoNs with slight BC BOTTOM OF CURB v DFtA�NNB1' AC JONES crown to avoid ponding and swampy areas. Proved landscape BDS BUILDING SLAB BRASS CAP AT S.W. CORNER OF S.W. \ CWID 13Y berms as shown on plan. BS BACK OF SIDEWALK 72ND AND S.W. PACIFIC HIGHWAY -- -- 14. The Contractor shall be responsible for providing adequate TP TOP OF PAVEMENT DATE 8 FEB. '994 safeguards, safety devices, protective equipment, and safety EC EDGE OF CONCRETE procedures and methods to rotect the life, health and TF TOP OF FOOTING SOIL ENGINEER safety of workers, sub,;ontractor's, supplier's, and the TS TOP OF SLAB �� j public on all work raloted to this project. All wort and PC PROPERTY CORNER EARTH CONSULTANTS INC. M-70- lu safety procedures shall conform to OSHA requirements 1805 136th PLACE NORTHE4ST, SUITE 1 15. A set of approved final site and building plans must be on- BELLEVUE, WASHINGTON 98005 site of all 'Imes during the construction period. 4EF1' 1206) 643-3780 GRADING PLAN_ AlC 16. All site w;,rk shall conforrn to U.B.C. and City of Tigard requirements. SOILS REPORT #: E-6412SC SLE: 1' rkaL TI'NUME3M PACIFIC NWy„ 11636 SUP 94-01(1,5 06-0817 5 OF,56 S� i f IF 'rH I S DOCUMENT IS LESS !�1�.'�� f I ��T' �j TTTr �r�rjr 1 r 1 ,� -�T�T 4[71 j 111 r�T�-rTrTT�7Tjr�Tj r rTn 111 lTr��rTT1t;rI � ^ r -: :� '1995LEGIBLE THAN THIS NOTATION, '' 1 .r a7 I ' V I .� �0 11, i�' AUVU�� R O 1 �__ __ ___ _ 1 _ �___ IT IS I)UE TO THE QUALITY OF N0.38 THE ORIGINAL DOCUMENT. , Z 9Z LZ 8Z ti, FI,, Z E9t 16I Et Zt tt� TL - ` t�,uw�' I I I '' I ll11111II llllllllllllll TII1IIIIIN!IIVIIIIIIIIIIII� IIIIIIII l� Illl �� 1 I j� �ajJ►► II► II. llll►1 IIIILIllf I IN II III I III I l �-- EXISTING C B. � , RIM=226.49 IE OUT=224.49 (S 00-29' W 294. 60 DEED) -� `- - - - - - - - - - - - - 00 20 34 W S \ \ \ - \ \ T - - - - - - _ _ _ 286. NN 1 w �j OeOeA4" SANITARY1 �— -- --- �) Z Z r---'---j RIM=232.30 -�_--- ______ .04 O I .E OUT=231 ..50o \ --� -= �-- Z ' IIIIIN U) \ CO -- - CL - / -- �s____ •C COA C) V OR E EC1RlC�`� R AN S '------ __ I LP SHUT OFF VALVE C' ti ') \ i_-- .. II s\ PROPOSED iN BOY 24' DEEP __�_ \ I oo z \ i TACO) SELL RIM=231.80 \ ,I ca IE OUT=230.80 I CIO G �--- '� r 1M SF 4" PVC STORM . C:) • / I 1 c7 .. 1145 JRANMG ANO Au �s17RMATRn,r s 46' SLOPE=2 5� : \ i ' !�aPalnar rw>r rtLUt E� I �_- FF - 232.50 i , \ ' • - _ AW sou t o' 11 1 � _ �� ' OIaPI FOR ME�PLA � WAEOf• .ARUL CP 04 AND W WKS COP IT SHALL BE RE-,ltU 70 ill ON H UPOI DOM \ \ \ cl a \ ro 1r \ • 1 klu i • THRU Ti 8 PVC STORM 50' SLOPE=1% � � t DRIVE \ °Oce \` ° �� • to\�` ��Q� _.1111111la_ GAS SERVICE Y NORTHWEST NATURAL GAS \ ' • , \ \ a _— --,f- '- 6 PVC STORM ,c� f C] \ `�\%% O� �0�� o V - f 10' SLOPE=19� • ;! _9 \ 5 5 • NEW 1 DCV �ti ` - •.,.,,.•.• • I �_ 00 \ XISTING W TERCO - RlM=230.63 O >- ••' r'•'• ' •°' r \ M fER FOR IE OUT=229.63 �.•••'•;'''� F�CE • 1 <DOSTIC J .- .. ,1.•E'�GSR,cr. • I 0 � z \ 1 CONE, ETJ� _ \ � �� Q \ S T 7' 0 O \ 'EW WATE \ I • 61 0 LL. EXISTING C. M TER FOR J \ � / I l �r t/ RIM=231.25 � 1 Q I I _., LA SOAPING \ 'i 1 1 t.. r1 �� W '\ It OUT-229.45 ,� I � � E N =229.50 �, I CD cc '\ t9� —_— ._ � QLD 0 � O \ •� \ �a �� f, c , , I i �-� W \ \, 0C0c: Mien 1 SrrE UT1LMES, SCOPE OF WORK_ All construction materials and iresto,lations shall conform to requirements of the respective utility company, including treich �. � �_r. location and depth. Any discrepancies between these drawirnfs do - -- l specifications must be reported to Toco bei, immediately fo d0 \ \•. , _�_.__— , oe clarification prior to commencing work 1. TELEPHONE General Contractor shall provide trenching, (1) 2" PVC \ - -- fit'' o conduitwith pull string, and all backfilling from existing pole to an; inc;,iding building ser-ce entry. Ir, addition _ 1 2 the contractor thole provide 0 48 x 48" x 3/4" plywood __- ,_- -- _ __ _ �L ._ _ - - - -- -_ — -_ -.- - -_ _ _ -- � - telephone board mounted in the Building with a #6 gr,,und to - — �-�-�^• --- -----------------_-__.___.`____ If________—___. �? ' o the electrical panel N 00*29Y00" - 167. 86 ------------ ----_-.- _--_ _-� �� 0 16 7 86' a: US WEST shall pull the telephone cables from the existing �� -r.---- � facilities to the to ephone backboord and terminate. 1 IT�1 f7V 1►Ir1TL�Ls: �. - - �� 75.D0' DEED) a 2. POWER: -V---I-L.it !-1 NOTES: \ -- - c�.. General Contractor to provide (1) 4" sch. 40 PVC conduit ISee sheet A1A for horizontal control and Geni6N Nate from base of pole to C/T CAN. All conduits to W have pull rope. GC to provide all trenching, bedding, !c site demolition.2. See sheet A18 fat , a backfill from power pole to C/T CAN. - PGF_ to provide conductors rind current tronsfr�rmer. 3. See sheet Alt, for site grading. I CA 3 CTAS: 4 This utility site Llan is to be used in conjunction with the \ It General Cortractor to provide 1" gas line from building to meter Archite,aurol, Demolition, Landscape do Grading site plans Northwest Natural Gus to prov'de trenching, tap, piping, and for information regarding site work. backfill front existing gas moir, In street to and including -� O gas meter. 5 Pipe materials NOTE.- A. Water service materials shall be copper t "K" 1 �e . CONTRACTOR TO VERIFY 4 WATER: Diameter shall be as shown on crawings. Provide 24" LOCATION SIZE OF c General Contractor to provide all trend ing and piping pipe cover on water service. Contractor's price of water FLE NAhP817SP1A bedding and backfill from new domestic water meter :o service shall include all fees and appurtenances ALL UTILITIES building enhance, and frori the Irrigation meter and double equired by the utility to provide n complete wrwking - CRAWNBY' AC JONES backflow check valve to irrigation system. General Cortractor service. to install, test, and check double backflow check valvo� for irrigation. B. Stonn Sewer Pipe: BY Refer to the Building & Landscape Drawings for contiruation of rystems PVC ASTM - 3034, SDR 35 � Water District shall provide all the necessary items C. Sanitary Sewer Pipe from the existing water main to and including the domestic PVC ASTM - 3034, SDR 35 water meter, and meter box at the property line D. Electrical & Telephone Conduit BU 8 FEB, 1994 BUI.DN()TIrF'E 5CH 4U.L. listed PVC, gray, 3E' cover, 36'" sweeps �� 5. SANITARY SEIVER: E. Roof Drain e. ain Tightline Pip General Cortractor tr.,, provide trenching, sewer pipe, PVC ASTM - 3031, SDR 35 bedding. and backfill from existing sewer lateral to building and grease interceptor. Refer to 6 The location of underground facilities :shown on these plans 4f T NIS Plumbing Drowings for continuation of system are based on field surveys and local utility company record. UTILITY PLAN It shall be the controctor's responsibility to contact the AlD 6 STORM SEWEf. / ROOF DRAINS: various utility companies to locate their facilities prior SCALE: 1" = 10'-0" General Crntroc'•,r to install new catch basin, piping cnd to starting construction No additional compensation shall dr�•wells shown, provide all components indicated on controct be paid to the contractor for damage and repair to these documen' and is necessary for complete, functioning system. facilities caused by contractor's work 'arse f=w:'r..rTl'NLAffR PACIFIC HWY., 11835 BUP 106-0817 £4-0185 - 8 OF S8 t , ' IF THIS DOCUMENT IS LESS ( r IIII TI ? i' 1 I P�T 4 1 �T'�T'�TT Il '�'� 111 TP� T�(�TT1� f11 ►��i��rl LEGIBLE THAN THIS NO�d'ATION, 6 j r I 995 IT IS DUE TO THE — ---_.____ _ 8 717o 11. AUGUS 1 3vuUALI`1Y OF —T � ._ THE ORIGINAL DOCUMENT. -- - -- -__t __. _ __ No 36 ®•�,�_--• I�h' ,'°"'-""""" hlj]�11_1 Z8TL 6TSTT �61111 9 , 11111I I IIIIIIIIII IIII � II�IIIJIIIII �ll� �llJll ..II 1 �111l1�111I11 I 1 PROVIDE EXPANSION - PAVEMENT DIMENSIONS 1 /2" DIA.X 8" BARREL BOLT LOCK ONE: GATE)-6 JOINTS AT 20' O.C. REFER TO THIS POINT 4' DIRECTIONAL SIGNS 20'-0" 10'-0` 1" RADIUS BOTH SIDES 3' - ---- PAVEMENT ELEVATIONS 6" DIA. STEEL PCST 6" MENU BOARD t" X 18 GA. METAL DE�k FINISH GRADE REFER TO THIS POINT C FILLED W/CONCRETE z OPTIONAL USER ENTRr \ Lo EV E�? (SEE SITE PLAN FOR 4'-0" �� _S"X 4"X 1/4- METAL ANGLE 1 vL-_- -- FINISH SURFACE a ORIENTATION) 4 -- PARKING LOT SURFACE / Z a FRAME 4 SIDES EA GATE I / 0 0 y �� -- 3" CLASS C ASPHALTIC CONCRETE �-_- AS SPECIFIED an PAIR McKINNEY T4837b1-� \ \ �. w =� 12"X 18" FOOTIN �..� HINGES EA GATE. ` �— /,-2- 4 BARS CONTINUOUS Lo `\ 0/ 6 3/4" MINUS CRUSHED ROCK -------__� TOP & BOTTOM o o d o \ N .. -------- �, �__ �-- OR w I ______-. -_-- 18" DIA. CONCRETE �= J - ALL CURBING 8 A FOOTING ----� CLASS "C" ASPHALTIC CONCRETE 3000 P.S.I. 28 DAY _- � _ � `v i0 ,� 1 � PROVIDE 1" DIA - E" LONG G -y - � — - l 2� P''t5 P C �' SCALE 3/4"=t'-t1" } NO -,CAL- a _ I PIPE EMBEDDED IN CONCRETE I 0/ 4' AS TREATCD L) /n FOR CANEBOLT. -'-' ""rte' / OVER r- CONCRETECUR ( 2 1/2" DIA. PWR. CONDUIT 18 GA PAINTED METAL 8"X 8"X � _ B GUARD POST" 14 TO SPEAKER PEDESTAL GATE (BOX RIB OR C.M.U. WALL_ - - . �I NATIVE SOIL OR COMPACTED FILL a EXPANDED METAL) of �� 1/2" DIA. X 12" 1/2" DIA, PWR. CONDUIT 6" C.F. 0 3/8" DIA. BAR 8"X 2" �J CANE BOLT A `J WELDED TO STEEL ` ONE GATE C FOR DIR. SIGNS & 6" PIPE BGL'_ARb .` c _, C CL MENU BOARD. (T(P EACH '.;IDE) TUBE 16 C.C. -�' U C � ANCHOR BOLTS: 4 - 1/2" DIA, DIRECTIONAL SIGN' i � 4 - 3/4" DIA. MENU BOARD L____ _. —-__ - -- -J 5"X 5"X 1/4" STEEL TUBE cr • CONST JOINTS W/ 5"X 5"X 1/4- CAP PLATE 0 EMBEDDED 12" INTO FOOTING U 10, OC J SLAB O 1 1/2"X 1 1/2"X 3/16" METAL ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE J ti' THICK P.C.0 �1A8 W/ ANGLE DIAGONAL BRACE FULL THREAD 6"X 6"-10/10 W.W M STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION m ON 6" GRAVEL BASE. N ` r, E I_. r, CURRENT EDITION AS PUBLISHED BY AMERICAN PUBLIC WORN S GRADE MENU BOARD J w `________-. _. _ _ ASSOCIATION OREGON CHAPTER. w 0 1 SEE JAMB DETAIL AT RIGHT � NOTE: Z U P FOOTINGS SHALL EXTEND 18" 0 Q LAN VIEW � o N < -- MINIMUM BELOW ADJACENT ASPHALT PAVEMENT , 1� GRADE DIRECTIONAL SIGN`, FINISH GRADE/SURFACE OR �_ NELOW FROST DEPTHS PER SOLID GROUT ALL 18 �A. CLEANED, PRIMED c ' SQ CYCLONE - ti 5 1c�.-N•-C � w�JRAMNG AND A.i x�FORfIA:ia+i� �- �ENGNC MESH I FAINT INSIDE TO MATCH r & PAINTED METAL GATE REPLCCORT OFORSANYESOILS ADDI ADDITIONAL CELLS. ;O SHALL NOT TENET`COR AIIW, -il" — tXC ST FOR NOT 8E REPRODUCED A USED - ---- - - - -- - -� OR*Ch IT T r P --- I BLDG - EPDXY PAINT (BOX RIB S EXPRESSLY NRN 94ED TK DRA04C r I _ ) DESIGrI CPITERIA. WHITS SYMBOL � . . 20'-Q" �- #5 BARS 32" 0 C AND ANY COPIES Of REaE, PAR TO OR I _ GOW=iFiE.SHALL� RETLRNED TO TIE SEE DETAIL SHEET AIF FOR --- o ' '" I -� / �- BLUE BACKGROI►ND olwE>:" P1 AC GF GUARDRAIL (V 1 I R NOTE: -+ - ALL CONDUITS TO BE �- BOLD FLUTED SPLIT cv Tt, RETAINING WALL v 3' R a MIN 12" BELOW GRADE 8"X 8"X 16" C.M U I--- -- ---- I WALL W/ DUR-O-WALL Li I OR LOCAL FROST DEPTH C EVERY SECOND COURSE. � 5'-0" I 4'-0 0 Z ►- AND PROJECT 3" ABOVE #5 BICAL 0 1 STUCCO & PAINT U ------ -- - f INISH GR aOC -� Tf�Yp 4�---- .1 p I FOUNDATION I ---`---' -- O SLAB cy 32" C.C. I MATCH BUILDING o I,- r � NF' "�f i 6" THK. F.C.C. SLAB '-i � 1 W/ 6..X 6"-10/10 GUARDRAIL 15 P O r1 PAVEMENT SURFACE I W.W.M. ON 6" AGG. AIL DETAIL PAINT"D TRAFFI�,. ARROWS 1? o _ AS SPECIFIED BASE. -__----__--_- 4 - �5 BARS VERT. - FACE OF BUILDING W/ 4 - #3 TIES O -' 12' O.C. i'J ---- -- PLANTER LINED W/ •..� WALL FTG. BEYOND, FILTER FABRIC `,_0 TYPE ? (SEE SECTION "A") ►►►•"'--- - - FILTE AR" OR "TOL 6" THK. P.C.C. PAD W/ 6X6-1O/1f� 5"X 5"X 1/4" STEEL -- FILTER X") - TUBE EMBEDDED 12" / tD AS NOTED I- AS NOTED �, STD. 6" CURB W W M. ON 6" AGG. BASE & 12" WIDE INTO FOOTING. I- 4" CONC CURB EDGE �`TG. AROUND PERIMETEP OF SLAB 00 ,�5 BARS CONT. TOP LANDSCAPE AREA TT-_PE G" DIA DIRECTIONAL SIGN BARS II O I WALK' TO BE 3COU --1- 4'-0• (SEE SHEET L-1 ) NOSE DOWN TO-%� / � 14 MENLI BOARD BARS & �30•iTOM - - - / PSI 28 DAY P.C.0 cIN15H GRADE \ i' /l— DRIVEWA'r ;URFACE I t'_4'_ ---yil Q — 1" RADIUS _�` 12" DIA _ DIRECTIONAL SIGN FDN -- -18- 0" IA - MENU BOARD FDN ( Ir PARKING SURFACE A5 SP103 TrPk_:AL ELEVATION NO Sl AL Spt I ; NO SCALE -- - --- NO SCALE # Tw SPECIFIED - � _L —� -- - STANDARD CURB NOSING 24 SIGN BASE FOUNDATION 11 METAL GATE TRASH ENCLOSURE 9 1 U z �\ _ HANDICAP SYMBOL s _ 1 1/2" rEFif ORATED I C,I l/ G" i 6" SPEAKER BOX LOCATION � /2 PWP„ CONDUIT � U- 0 J 3/4" STEEL BASE PLATE �-- -I { I f'- FROM MENU BD FOR •"---A- ' 1/4" STEEL LEVELING PUaTF - ?'_C"-_ to 0 P '✓ t„ PIPE \\ I ILLUMINATION OF SIGN. 1 1 1 DRIVE v - i U � �� 3/4" GROUT 3000 PSI MW _j CL Q !■ � �..� 4" SAND BASE �- THRU _ �� 1" CONDUIT rOR COM- J 1 1/2" DRAIN THRU LANE-, °� n MUNICATIONS TO DRIVE _ _- -- O / CURB - REP A 1" COMMUNICATION', - � c THRU BOOTH. — � _ 6" X 6" 10/1�� W w M J G PLANTER CONDUIT TO MENU ) b BOARD 3/4" DIA. SENSOR \ _ Q CONDUIT TO SENSOR / r O io 8 LOOP. //, q ro ! 1 FULL THREAD--,---. 1 G" (STD) 9 (I I V cn U) 6" DIAMETER GUARD _ _ "' �4 - 1/2" D'A ANCHOR i t" FOR '- 9 1/2' BOLT CIR. (STO) / \ _ T "x18" SIGN WITH n 0 _- _ , POST EXULTS . 100 MP 11" CIR. (100) MPH* WINDLOADS ��` i � :' INTERNATIONAL SYMBOLCPI lc -, F I cA I N WINDS 4 - 1" DIAM HOLES (STD) OF ACCESS 3'GR TO - — — — 4 - 1 1/4"X11 3/4" SL07E 5'- 0" ABOVE GRADE. PLANTER W/ CURBED S/W (5:� o HOLES (100 MPH+ WINDLOADS CL w l FINISH GRADE \ o 2 nT_ r_ c 3/4" STEEL BASE PLATE (STD) 4" THICK CONC WALk , • 0 0 PAPKING WITH D.M.V. �_ 1" (100 MPH+ WIND LOADS) TOP VIE W SIGN OR20-68 3000 PSI 28 DAY PCC CENTER LINE OF DRIVE � Z � '� � � o " o � - _-- U�SAQLEIO PERMIT ONLY � r- 1/2" PREMOULDED MASTIC 0 ��J 4 - X 5 BARS VERT. \ � ON 1/4" STEEL LEVELING PLAT THRU WINDOW 1 \��` W TI _ �- \ n0!ATORS SUBJECT TO 0 / STRIP CONTINUOUS '� / 1Y. ES 10 U- 12" U G. `- 3" X 3" HOLE IN BASE AND TOWING UNDER U FINISH GRADE ;�, a BASE PLA LEVELING PLATE FOR CONDUIT ORS 811.620 AND FINE P.V.C. SENSOR LOOP FOR ---- ACCESS '114" HFAV1 DUTY CAST UP TO $250 UNDER EXTERIOR WALL OF TIMER WITH 1" CONDUIT ,•! NOTE IRON FRAME & COVER 4" INLET & OUTLET PIPE ORS 811.615 — - -` BUILDING TO 4X4 J--BOX, WIRE MES 0 ALL CONDUITS TO BE 4" 501. STEEL LIGHT POLE AND FITTINGS STANDARD c 2 ,, _ WITH "GASTIGHT" -- MGN �GR�O-6E. - -- - -- -- < TO BE CUT 12" CLEAR C F MIN 1?" BELOW GRADE H ,NL HOLE- '" #101-4007-25 (STANDARD) GASKET - STANDARD. VAN-ACCESSIBLE \ 4 ,;.AND BASE LOOP _ _--_ OR LOCAL FROST DEPTH �� 5" POLE #101-5007-25 IN 4" SAMPLING PORT - 100 MPH+ WIND LOAD AREAS 1----"" RE�l1£ilC�NB �------ -6" X 6" - AND PRGJECT 3" ABOVE � �� 6" CONCRETE CURB- -"`-" —- \ I _ c x2" T.S. I I FOUNDATION. RISERS AS REOD SIGN POST SET IN SEE GRADING ?LAN FOR RELATIVE 10/10 W.W.M J l 1'_4 _ 4 - 3/4"X24"X4" ANCHOR �\ '�` SP107 HEIGHTS OF SIDE WALK & F F NO SCALE �,p1 17 2'-'6"` NO SCOL i BOLTS W/2 3/4" MIN. BOLT — 12"0 CONC. FOOTING PROJECTION (STD) - �' - " SIM. TO 14 O I' � � SPEAKER PEDESTAL FDN. _ � 4 -- 1"X36 X4" ANCHOR � , � _ - � SIDEWA'�_K 5 CURB DET. D T WIND. 24 _- -- - -- - --^-- QOLTS W/ 3 1/2" MIN BOLT - m 24' SLIP RESISTANT PROJECTION (100 MPH WIND. -- - - CONCRETE CURBS TEXTURE �` IT PLAN - 24" HIGH LETTERS & 4" 2'-6" HIGH RIGID FIBER FORM ^ > I SEES E LA NOTE: KUE STRIPES PAINTED (SONOTUBE) FORM FILLED WITH INVERT � f_ H2O LOAD STANDARD- INLET ^^- - --•� �- --� DEPRESSED CURB RAMP AREA _HALL GRATE CLEANOUT W WHITE. 10 CONCRETE �� WELD 3/16" STL PLATE (3/8" LIP) RECEIVE A / P.V.C. SENSOR #4 BARS W/ #3 TIES ® � TO TOP OF 2x2 T.S. BRASS PLUG � c, � 4 DETE�,TABI_E WARNING RIVE SLAG — /- AS WEATKER CLOSURE. 1'.• -`- —'- 12" -- LOCATE ALTERNATE wI o SURFACE OF c I Z_ , `/ �- 6"X 6" X110/10 W W M. LOCATION FROM A.B. I I� 'RIND WELDS SMOOTH TPUNCATED DOMES _ cp FILL_ AL REO'D FOR 3000 P.S.I. IBJ AND COLOR TO - /: - �� CUT 12" CLEAR OF' c TOP OF PAVEMENT o `� O CONCRETE I CONTRAST W/ �,�-6"0 OUTL_E1 o. ! " SENSOR LOOP �� I I FLUSH FINISH. t �^ I ADJOINING SUITkCES --- 12 I _ �` L - J-- � -- PER ADA REOUIREMENTS iD I I PVC SLEEVE THRU x•-3/4" HEAVY WALL CONDUIT ��, CURB EDGE EXTEND TO BUILDING ' MIN SIDEWALK � � I CONC, CURB. 3/4" P V �. CONDUIT TO PROJECT I ELECT. SERVICE. L -.---_ ��______.__...__— ____, .�_- TUBE TO BE HOT DIP GALVANIZED. CLEAN, `J < CURBED RAMP 6 NESTRICTOR PLATE W/ z �, ----- - �» I 10 INTO CONC. PAD w o ACID ETCH, PRIME ANC? � RENAME D817-AEE 1.. ORIFICE DRILLED � i STUB UP 4" TO 2"X 4" � NOTES �� PAINT. IN PLATE J. BY G C. vT \�\ DRAWN eY A(- JONES SLIP RESISTANT P.S.I. _ 1 FOUNDATION SHOWN IS A SE�.T ON - TEXTURE 3000 CONCRETE NOTE. WEE.DFD 10 gQ, -- �3'HIGH G;IARD POST '� — TYPICAL DESIGN WIND I (LADS i \�- ALUMINUM PLAE UEPHLSSEU CURB 6" DIA & 12" OFF C F o OF MORE THAN 100 MPH AND CW'D B7 �• RAMP AREA SHALL ASPHALTIC QATED �� e I V (3/8" UP) _ TEEL _____ RECEIVE A J, o UNSTABLE SOIL CONDITIONS I SPEAKER PEDESTAL � [?ATE- I la-g4 Z DETECTABLE WARNING 24" SQUARE MAY REQUIRE AN ALTERNATE a T 1 SURFACE PER ADA AND c - OR ROUND � � p DESIGN VERIFY CONDITION OF UTILITY VAULT COMPANY 9Ai) a TYPE L SPECIFICATIONS ---- 1" CONDUIT FOR COM- w SOILS WITH SOILS REPORT UJ ` l LOCAL JURISnICION --- G 1000 GAL GREASE TRAP REOUIRF��ENT`� ALL WELDED STEEL CONSTRUCTION. MENU BOARD ,/ MIJNICATIONS TO DRIVE 2. FOUNDATIONS SHALL M-70--H 10 GAUGE STEEL MINIMUM THICKNESS. / - THRU BOOTH COUNTER I I MODEL #577—GA w I / �, EXTEND BELOW FROST DEPTH 2" THICK 30,000 PSI GREY IRON! HEAVY 11 STUB UP 4" TO J 8. _� PER LOCAL CODES RAMP ';IDE SLOPES DUTY CAST IRON GF'ATE `St`,SILE)) ArE BY G.C. 3. LIGHT PALES MANUFACTURED 3WF7 NLS j COATED INSIDE AND WITH A_ HALTUM 1/2" CONDUIT FOR POWEP --- - ----- --- -- ---- -- -- VARIES 3'--0" VARIES NOT T) EXCEED 1.12 PAINT. �� BY L.YTE PULES INC. OF MI. TO ELECT. PANEL. STUB AlE(PER ADA RED'S) 11P TO J E3 BY G 0. SP102 CURB EDGE SIDEWALM --- NI) SCALE SP116 NO SCALE SP112 NO 5GAL[ I'1 1 I"—---- --- SCALE - 3/4"=1'-0" SP114 NO SCALE DEPRESSED RAMP TYPICAL CATCH BASIN 25 MENU BD / SENSOR LOOP 12 LIGHT STANDARD DETA 13 �GREASE _ FA"L.JM IMJIFR IL EXTERIOR TRAP 22 HANDICAP PARKING SIGN 25 06-0817 PACIFIC HWY., 11635 BUP 94-0165 7 OF 56 ' IF THIS DOCUMENT IS LESti I T'TI11�'TIT1 IrTI _ I 1 TjTjTjTjT� 1 1rr 1jT1 i 1I T� �, TTITT�T� T1�1 TS I T�TTI1 1 .� •• LEGIBLE THAN `rIiIS N07'A'i'ic)N, - + � I � �1 =L____- �_ I I 6 I I g :i I l� 1 I 1 AUGUST 30 19 95 _ __ 1 - 11 IS Du>; `I o THE E OuA I. E'cY OF �- -- _,,�_,,,. `I'}IE ORIGINAL EK)CUME;N'I'• �C_ 6lZ t3Z LZ 8ZZ9i6TIZIIIIIIIIIIIIIIIII VIII 11 ILII IIIII11111111I1111 IIIIIIIIIIIilllllll VIII ISI IIIIIII I1 111I111111111IIIIIIIIIIIIIIII111, � IIIIIIIII 111111 �� 11�I11111111Ill1111111I111 111�IIIIIII►I II►� � ll IIIIIII I 1 I f9b C � COMMERCIAL WHEELCHAIR RAMP BI SIDEWALK PCL IriN C4AA 11*pa Lev1$$"1$$" CSMO J K* treCR+3000 R3.L /• -- r'�• RIVE* . . CON�CIII[ [ *'TSft w PONS" -- { I uMfc .wwT-••--. ti = qwT No11"a[! To w•N, [IIP•N3gN mm-t0.OC.111111 1 , ' '� -- - aA:i`—•--- _r._�_- _ - Y.S. IV" >t 10" 1 10 MM AN ALL 1111110111141111111 R ., '• • •• • x 1M II1lKIT O IRP 11 TIS►1� AIO 91111.rot K Islam a m DIST IN H FiArOK/d am R i EPWKY PAINM M WAI111 '•,-1 A111 AIN olio 91111,►A rSk 04 .� RIt11YwDOW Jowl cl. MUM 61111 K K1f O 10 IM 11 ata we aJ11n WH_ELCHAIR RAMP DRIVE 1 EXPANSION towT ON TOP OF CYIIA 1`' • _ 0[V K1•If-c JOINT _-TOP 11UA; HRU . Nei -4--zX Square Feet . Logo Sign L LWATR ww"LCWM RAMP! !O A.O�I oaIIKKT! trete IIerS.CAKN MMS. MT .. RAC" antete or AN MTKNILCTIM inawle1 . ,ler rf am 111 131QRLRNAIR RAA. OR AI MRIRt[• 1T IRff RrI.ItIaR. NOT TO SCALE 40, �• � O -2100 I•- •- 1 I •L 4.10 1061 �• • �--•1 Ian co 70F VIEW I OF FOU1dDA410N NI j 3+riir 1k a 1 -- i NOT TO SCALE Q4' i •�;;,�'�t ''� �• 811.x. ---_ Sur:I l '•,N AvI (;ASI ra•rwN+AI, PKvtkv,w,;,-n-Ir 00111 ING, Intl1•r1AL a►,LTARU 1 t P( T RvLx --- us' txls 1311-c-:+43. 1' - ( w • �. !:•dN4lF �- fc - RTAIAIL[IiJ 1/[EL Al11Cl1At<r CAA(! �� j .::� 4 ►. r. r- 1I MTH GIS�AA06 K[•tft 6"1'CMT Mi[ FLAG r �,�•l,�j /F I TY1 � f 14wr1 -«r.X wr i rl[OfR(•1t GWT[O T'O.A JI[[L '• 111 ;t caN,.rTt 11 wt lw•t •--��-,1T, � ' NYLON IfADCO N(TA"A A11N1 I 1 - �,. r� TYPICAL DRIVEWAY CROSS SECTION REMOLVINO NON•FOUI•RN MTCIINIL IfAA.rARo �� •�� = TA1ICRl CAP► N41MwW OOOT, t0 '�rAlNllrf srtRL BALL ORANINKf r a-IE}jD1A rL,1,Tgp i 94 Lp /t. Or/G �• /"'" rLn.t - v�• tae roe+ 1 !TU•L flr;avE � � . C? ••7 R1► WHY / � vsf 1 MDPIXT11 4Mc I Or 11 •I /• /� '� . rt:t'1 �...:3��,4s' J«:.L• _�'�"t xT�OrA�[ AAL ! //, _ / ! / [I1PrNr•1NOe JOWT-r•r A• Recurs oR ` 1.A ►puAN••I -T rr! • I1 �� ••`\ C[OaA ••It 1[ 43[A M Ll[4 Recurs t to." sale 31{"-OAK �.�.T�-LIM"I'[R W,T �7 �( }1J1S11TYT® • r-f�f 4 Go /p"4/G COMMERCIAL DRIVEWAYS . 1/W r r,/7f flay eAtCN all cLO•It a �wY ![" us NM Ll[u t0%AAs Ic Ip1/AMRION JtlwT •TMJ AR us .. -•--�- _; (4)o4 Ga4vivaous --� ..T RINIILNtI10N towT i1ktP[ 1DwT3-IO'MA KNIPi /ILR1t>!11 kAl r p11NF1?NCt(} AGCf!] - - °11a---- - 1w It+ --- •7t1� JCOO RCLL rMlyOr nNISA DOOR An1,. PIX 111MALt.n CrL1NI9En ! •r-..�.....� 11 r' IR•1rEi -'T .w-.+rr�r..... a .J1.. ..., lt� --_ �-!`_`'-;� �//�/•^q� ,�, �'>�R� - •NM ,ORI+, f*MAIL - PrP ►�+/ ri,c r ...+ _.� _ ,.+- -+ �. .+_ .__ -� 3tuA1LE3s src[L,oul[C1 dtwE �' r .wwu ---� ra' ru.wW • i 1 W11:1;" WITH AVAOVArIT CR►r/n - �M►IN mot. L � •� HAfchlL '•'1 J_""-^---•--^• ~M � , CBNC !TT !Ip[Y�•t.r7 O OMv[MK - - • 'VA■_ARL[ POtM{Rr Ttt1MIN TIK 1JT7 RKkR-M-1RNIr 1eA11. 1R 3000, Al.L 4T 39 f11Nri. +•TCM rel T11R[T1 tRIAtl. 8r'UM 41_I1M 1(Af 11 (:(h.1.AR _ 1 C,--- �• , l ��•�� ,TV�1�+ �C e•A[ Al MIi►(tTOtts R[OY[1t �, u y O i' I'�ANIION Jt407 MAT[RIAI L ![ err IPM TlRCi1 M1lAta.O[r Mtweolln IUT[RurL 1.1ML[11 9T 90C)U p.f C wCRf t[ P g ~ M �._ ( I//�� ysRO-e�MAlt`7[LY cum ttOl•CR[T t[C'TMW "l1tinR[ NOTE& TK D04113KfM HOW? t1NA41 Y • i ' *91lTYRAt w,°M[ IIItvIOW , t�Q011, r T3l/tMrN IIM/ACC fNtr[ 10 ORNo[ CITY 011r •[4�lri !T1![NIT" trKRt �uO MAO[ NA1 O[tM 1 �rYY+� , r V1TAR�t A 0[1U+1w[0 fY TMl CTT1t[R CONITNUC1r6N 3kACl Mfv[ •an. J' OI Lr IAMq HC co w11CT[r CAaR NOCN.OR A✓t O1gr;. � K twiN[[A• MYN�NT ►OR AMIN)P&L ROcx TQ 4 wk[M1AL t0 ftv"LmT FOR 1000ALs IIAApMfo��o NEpb[1-w,. >o - -- , -�.- •"'ANY Nlnr• >r[CT1oNr RONIMO !IR 1L1[N[! JAIALL K tIAI1rWT, ALL dllr R OYITEtO tlt�tglr! A13tnm MALL K nRrNOMp /NtN1 PROIR 7 10" AT 0►NrrIRJ tbORl< ALL !SHAfII Wlft, G','f.,7A1_t. .-.'..-.--.Yh eA Or��Alpl.[J WOLI, rt f•lL F'LAl1TC PMR rt01Y�1.r1O MITALLO TNROY�1 TIK l4MO WTiI 1M[ r0?TOA OHO[\.Ov t0► t!I RMd ORA tMMt.� I 1 OPT 1JAn0 TIGHTLY � Lf.tld'll (?r MODS inA11 90.6 I ! 1^� 11� fI.1.1 K OnILL[r INOT MORRII i1 a wt[Pr1ot[t KA 101 „EPA[ At Ni•L 1 TAM1t{I At1tR Ar.INM• S ? .�•.1s�. .Q RR ARt Y►uvr20 IN "wq S4t - -" r O A t SR rFf7 d.RR wM011MAlli! ftom OI Tod Mfv[rNT. MITALI A rRN IAP[10 MIpC.T► 1 T{d11 .- ._. - Y/4pLj 11 1 I �N. a»MTIlrtlwr.LplATIO11 RIioI1N1RINr,ITy f AI-3r .e.r RIs►•ticR JtTTrtRN trIRR la►t R ITART OF "me 1RTie1N NA&"1.0 r/vto "0'. .6 •- , • 1 rel MtT•Nc[ "ftcIt• NIM LITS POR 1 on f' MOK rflrll O 1•Nf LOT. CI- >r MNL NW oYM r[T1r:[II O/4rti tW 11tKR4t[ LOTS. RLArN A':n.ALTWA NAIr/t 'a 0 A 1!1 I J r " - t ARK NMN cLMN r[T111[[rN PROJECTION rf PR/3•RRTT COI[ANO Rr1Rr CTM' dPt OUTsIJs t1lMKAC[1 ! [.1.N 11.I:TIUH MATO" MARrRp a troN a*.�Ow fTats¢ T C PON ►1[L0 A1VMftLi IxPpJ- DRIVEWAY INSTALLATION WITH EXIST CURB B{ GUTTER QC /� / T N �A` w • +� ��' to 1 lax w 14M 1L1tv1. I RIF--+AWING WALL. ��- QfT!QN ._a._ : r >a r " AR M}IRt+�! r.r LOeAT'.CiM. RItTIIt pMM --nsr IP'-IrMw A MIR! DROP !tt►UON •+r`+•••—•••• fgtrNp•1•T* k[tVR• r{W p d � I"M WI t0 A7fL1trLV � �_� 1 rRIfTA >OCT1pA R1•AL.1. K JAIrTArT • RReA1ItR�•-• . OIC •1Ar,v11Rt[U iTfRL�-- I r ,_ ' 7 , APPLf Woe. OOn3[R % f4waN Pace/ .1. '1 AM in, 310.[1 r['r7[nMM 1TrOfR1•""'• M 7 �' 1-1/t MAN lN10P CAP ALL•:1N F N p •��••• to rl$N risto fI r T111p I pAlI = �a I 1 PRICJA TO PLACRMtM Of Il[Yr [/cT10N TPN i1ftL rArA TLOAt•�' ron 11rd1f !AMI,) Remove A••+•1r+wrrA p / CHM '�'� LMl11R aPMNtrON �ORPTtI R[O1NRR0 • , Wi ,011..1 MRI{1QlIT N .....,..r... �1 MjW A AT ALL JA"tGu rf - ��,'s Tttv"a t1. IIIt11R1tt l N1 •� tMIIl�MhrwL ' �� 1ra•a�,+are �. DATA �� :� s sst+1. Arrear • p 1Y1'C!1 ---"' ��,,,�,...-- W1T1C [tMeb10•v ,del I� tut1 1 -![tTltYr rlO�i.WV 'LiTOCIrr 4 tont Cott ALN1N ToP MA 011x1 vitt" 3AMCl T !+�, • R[Alovc N+RI. &err Mme► -nIr Dern IIe1aRa1r1• i► lMNltws.e.IsTN�w rr�I 1»aa tx !•.c�: MIs}.L>, r t vt• w NRsa • R{[eOV°{. AMI a IOC culls • SMtf1 AftT/rN 1"ALl !! wIIALL[r ['aL •- 3 N.•. ma vow "e�lrlr~ •^•ALL 'Loft •! ""AORII oMlTR1K►ION 1r1ALL W LAR1t1A NtrrONr1.. M ",PLACED ufoLAJJ •C• ILL M Two wit ' A PACIFIC HWY., 11635 "�� JOINT {[Md c1a1. ►,Ro► • .nlvt.rr• A 1 F PAC FIC H 5 - - -.._. BUP 6 OF 56 _ _ . ..__ _ _� IF THIS DOC1I:;h NT IS LESS �111T1 JI �1� � i'TT�T�1�j1 IT11 111 T1T�T T�`�T lfll�l i11I1I11111TM 1 �95 __1 _ 4 -.__ 6 I I I 8 I I � . �T 10 1 1 1 I 12 AUGUST 30 1 LEGIBLE THAN THIS NOTATION, �_�1-. --- �.---- - ---(��--_ I -v�_`----� ITI IT IS DUE TO THE QUAI,T'rY OF, - - ----- THF ORIGINAL DOCUMENT. -- ----- - ---- _ ___- _-_FjjItfl___ _ -No 38 �"1=�_ .•T G�T9j9TiEItil Fl f1 6 L9 llllill11 1i, 111iii1i111 010000 -1�i�il�� u� »l�u�►►��1�T1111�1 �.►�ll� lllll,��l�►�► �►► �w 26 Compact Winged . 0 U rn O0 Piuorwmus Z � (TS 22 Otto Luyken Laurel Z r' r - �G -- 0-4a' 23 Otto Luyken laurel Qp�0 1,74 0 Annual Color Area ` ' Z �__—_ _. .,..—_____— �_^_,/�•�_ i'�\,��__ _-- - - -_._ _ I � In 1 \ 1 ` •J • — �� LLI — J < I \` \ 450 Periwinkle — _ — _ . _ • liJ w Annual Color Area I ! I • Cr LLJ \ Turf Area -'. . .. . -- -- --� -�1 ------- �__,_ I_ 1 • • 1.4 1 I J ----- ' 'Area Typ -r • ' � p M \ Annual Color Area S 3 David Viburnum _ 3 - Compact \ Turj Arsa _ -`- I' Z oo a AD \ � • • ��' � cv In � Bamboo � • —��David �` �3 Crimson ?� ■Barberry 3 David Viburnum 8" +8" I • .Viburnum . • i I ' \ \ 3 Flame Forest ' \ 3 . Jacquemonti ' ��:., �"; • •• u'• e�iw i \ irch B • O can s iwrs�e s e�■lav��►� __ — --- N•Mlr awe 1A.1�1�M ------------------------ + ---�-fes--- f4,Q , 0 ----------------------------------- _--------------------------------- --- - --------------- ----_---- • L� �, �� 3 Vi,w Maple s \�' \ 7 Oti:o Luyken + \ \ 5 l`r•imson Pygmy Barberry — ----- Laurel �2 Jacquemonti Birch 26 Fr(wers Phctinia CO " . i 7 David Viburnum -�— _—__-- _ 2 Jacquemonti Birch 9 Red Sunset �� \ • - - Maple • �`+ z4z Annual Color +f 0" • 8 Compact Winged Suggested Plant Materials Listing: \ !ice • . -- • , " Euonymus cr) a4 QUANTITY SIZI! CONDITION REMARAS r • BOTANICAL NAYS' Q ! ' • 74, COMMON NAYS I \ ❑ Acer c{rvinatum 3 B-7t B&B 3 Trunk Vine Maple Mf \ �` 3 Compact hinged Euonymus • I Aver rubrum "A•nrstrong" 8 2• Cal. B&B 3 David Armstrong P-.j Maple % . Viburnum � \ Annual Color Area • 9 2• Cal. B&B i \ Color Aver rubruin Red Sunset" Annual Typ Red Sunset Maple — - • � � � � Betula f acTu emOntit i 2' Cal B&B — Ju,cquemont{ Birch \ !; !� RlVIS101V8 SHRUBS j - 8 Arrrw&ong Red Maple I • 6 2 Gal. Can 12-1 b' . . 1 � \ � - • • � � Berbaris thunb•rp{ Crimson Pygmy/' GyIrrtson Pygmy Barberry E'uonvmus alatus w compactd 37 5 Gal. Can to-24" - �I CowWact winged 8uonVmus i Nanddna domest{ca "CompaC1147 3 5 Cal. Can 24-3d Compact Heavenly Bamboo Pkat ra+serl 26 5 Gal. Can F'r� Photon is — �I Piers "Flame Forest" 3 5 Gal Can f B-2�• \ ,zorne Forest P{eris �I prunus laurocerasw •Otto Luvken" 52 15-Ir B&B Otto Luyken Laurel FII.! NAY1l: w f viburm" do%" 19 2 Gal. Can 12-I C ---- i DRAIN BK A1Af � C81CD BY: X3B GROUNDCOVE'R I ___-__-- -- - -- --•--- — BUILDING t'fPt: Vioaa minor X50 lePC" i Pw,ftoinkle ' 1 �-- 7 0 —H APF'- oxa VX LANDSCAPE' AREAS: - - planting Are-j:---- --- - --__-4,875 a^Q.1FT. — - � 5 10 20 L Turf Areas: 6,450 SQ.FT. FAQli7'Y MAIBRR: PACIFIC HWM., 11635 06-- 0(31 7 BUP 94-0165 9 OF 56 r ........,q .—......,.-,...,.__....... �l�lir+iiw.F'"�,;tvlL,w v+t ei.krdW.l#.'Y.• .. ,,��,, .w«q,,. -- ." ..,..._ Y...._. ... r,;�:.-•.,.....-.; IF THIS DOCUMENT IS LESS �� J_ 1 Q I1 I '1I'� rr�tIII I LEGIBLE THAN THIS NOTATION, 1 1995 .3 4 Ij 6 O 10 11 1 AUGUST 30 IT IS DUE TO THE QUALI'T'Y OF — -- N0.36 1 D�� • ,w..>,. _. —_ ___ THE ORIGINAL DOCUMENT. E 8ZLZ8r�l ZZ E Z t Z i 19i Li 8T Si �TStZi ti T 6 L F9111111!11111111111 4 £ Z t�nue��Il�lllllllll�lllillill�llllli II� II!I!!I� " " �j 11 t I � ! , 11!111llllll�ll� Illi ��IN IIII llll it II lll�0lllll III ,�I,lululllllllllll�l lll�llil ll llll Illlll Il,llllll ll�lll �11�1L1 VIII Illiill►II�I►II ili�iiii i�u�ullll�l ■ C� rnCO U Z N p� r . r. Z rn c � CL a��u SIJ W F-5 7s 10-4 0 Ld 141 " BODY REQ. \ - - S/4" Q 3 \ \ _ U Z314 �D PAD 314" A \ \ 3/4" I S/ `� PROVIDE & INSTALL, RAINBIRD ESP-12C \ 3/4' V WALL MOUNT CONTROLLER. EXTEND -11 3/4" 3/4" CONDUIT FROM CONTROLLER TO ! 314" V � �; VALVE BOX #4. PROVIDE SHEEP ELL 3 4" l \3/'� II O BUILDING HALL. USE VALVE BOX I -__ _ �Z =�_. 1 �\ i V ' NO. 4 AS SPLICE BOX FOR CONTROL s/4" r WIRE. EXTEND 18 CA. MULTI-STRAND , _ �� \ 16 -ss wr o�lr s�r�u wr►�■ \ WIRE FROM VALVE BOX TO CONTROLLED � � --,Z" �w swl Ip1 1■r■s • 1 31 Lw 110 POWER PROVIDE BY ELEC. -�-- --- ------- -----------_�-=_----_�---_- _ - — _.�.-. - ._ - . - \� \ 4- O CONTRACTOR. Mlraae tteo rwa • O �\ �OMPIM.. ::1�11..wx s/4"� 1000 1' LOOP 15 1-14 r ------ --- �a C) 1 — T � / 00 P.O.C. VERIFY MSTLR LOCATION � dt: SIZE FOR IRRIGATION - JUMBO \ BOX REQUIRED O P.O.C. RUN MAINLINE, LATERALS, & CONTROL WIRE IN SAYE TRENCH I �' C� 2" \ BEHIND CURB. TYPICAL. I 3/4" V 4" ! ^q 1 1/4' M.L. LOOP -� _ �-3 4" Vl MA 9— T \\ 4" 3/4" 1 4„ i� 4" 1 114" M.L. LOOP " 8- 1 \ 1- � f � \ Y \ 3/4" 1 m GENERAL KE Y CLAS:? 160 SLEEVES - z" & 4" - BY LAND. CONTR. —+— —`— SCH. 40 WATER TIGHT - CLUED MAINLINE CLASS 200 P.V.C. - 1 114- LOOP 3/4" \ -- CLASS 200 P.V.r. PIPE - TYPICAL \ M❑ t' METER FOR IRRI ATICN BY OTHERS 1" DOUBLE CHECK VALVE \ s/4" ❑ 1" PRESSURE REGULATOR - SET O BO P.S.I. \ V --19 3/4" QUICK-COUPLING VALVE W/ LOCKING LID — 1..4N -- Rivrsroxs —Q MANUAL DRAIN VALVE 31,(' RAINBIRD 100•-DVF CONTROL VALVE —---—— CONTROL VALVA' AIRING � 'I '— CONTROL VALVE NUMBER S=SHRUB T-TURF \ �- 1 04 1" LRASS BALL VALVE 8 CONTROLLER AS NOTED •3/4" HEAD KEY - HEAD, COMPANY & CAT. NO. RADIUS C.P.M. P.S.I. -_ GENERAL NO TES • ■ RAINBIRD 10 SERIES to .39-.78 30 -- ---- ---- — --—_.—. $I 1 m o RAINBIRD 1 z SERIES 12 B6-1.3 3D LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ALL SLEEVING UNDER ALL HARD SURFACES COORDINATE INSTALLATION WITH CEN. CONTR. REMOVE A.C. PAVING AS REQUIRED TO PLACE HEAD NEXT TO CURB. �� QQ V DENOTES VARIABLE ARC NOZZLE OF SERIES SHOWN RAINBIRO SERIES BODIES TO BE #1804-PRS FOR SHRUB AREAS A C Q RAINBIRD 15 SERIES f5 .93-1.85 30 #1806-PRS FOR TURF AREAS UNLFSS NOTED OTHERWISE. BODIES ON ZONES NO. 6 & NO. 8 TO BE 1804-SAM-42NS. FUZ NAME: 9401 M 0 RAINBIRD 15 VAN SERIES 16 .93 30 INSTALL VALVE BOXES PERPINDICUTAR TO HAILS, WALKS AND CURBS. -- --- INSTALL PIPING IN SAYE TRSNCH WHEN POSSIBLE. DRAIN BY. AMM A RAIIVBIRB 16 SST STRIP 1.2 30 INSTALL HEADS PERPENDICULAR TO SLOPES OF FINISH GR4DE. ---- -- PLACE TWO (2) VALVES IN SAME VALVE BOX WHEN POSSIBLE. CHR'D BP• HSB L7 T-BIR,I II W/#3 N ADJ. 3.9 46 INSTALL HEADS FLASH WITH TOP OF WALLS, WALKS AND CURBS. I R 1 C.;,\ T I O �\I PLAN DAM 11-7194UNLESS' NOTED OTHERWISE IKSTALL HEADS A MIN. OF 4" AWAY FROM WALLS, WALKS AND CURBS. �JVE �.lr j� Y NO MATERIAL SUBSTITUTIONS ALLOWED. 1' L 1 PROVIDE OWNER WITH THE FOLLOWING EQUIPMENT: BUILDING MR: A (1) VALVE OPERATING KEY AND VALVE BOX KNY ---_._--- _._----------____-- -- (1) LOCK CAP KEY CONTROL VALVE NO. tT 2T 3T 4T 6.S 6S 7S 8T 9T (f) QUICK-COUPLINC VALVE KEY WITH HOSE ,SWIVEL. -- NOTE: CONTACT LANDSCAPE ARCHITECT J'GR SITE INSPECTION DURING sHEa'r NUMBER G.P.Y. 11 t3 7 20 20 13 17 15 13 INSTALLATION OF IRRIGATION. o s 10 Zo L -2 ADJUST HEADS LOCATIONS AS REQUIRAR,00fAMID SIGN & CONTROL VALVE SIZE f.0 1.0 1.0 1.0 1.D 1-0 1.0 1.0 f.0 LIGHT POAM. lACZUTY NUMBER: PACIFIC HWM., 11635 ,6— 8 1 7 BLIP (�/ (f / /P 94-0165 10 OF 56 ¢ 1 IF THIS DOCUMENT IS LATION, 1 ��TT � ? � A T TP1� l�] l� I 9111111 � 1995 � _ ...._.�. L 1 Lt ' S I . LEGIBLE THAN PHIS NOTATION, _ — -�--_-�_ _� b _-�� __ g�------��_ lU 11 12 AUGUST I IS Ul1L TO IIlE Ql.�1LI 1 Y OE' N0.36 THE ORIGINAL DOCUMENT. _ — -- --- - - -- - -- - --- - - - - --- —r--- -- -- f 6TZ 8T, GZ �flZ Z Z E �Z IZ �Z 6I gI Lt 8T 9T ti Ei ZT TT T 6 - 8 G- 9- 4 fi E - Z --t�wu� i IIIIIIIIIIIII�IIIIIIILIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIulllillllllllllllllil111��111 1 ! 1 II1�II11I111111111IIIII�IIIII111I 11 � �, � � o� � l IIIIIIIIIIIIIIIIIII IIIII�II IIIIIIILI�III II II �. 'I',.�'..I � �� IIIIII I�IIIII�IrJ►� II ll111111llUlllllll �llllll � Llllllllllll�lll I I V Z � LANDSCAPE ,,SPEOIFICATION.S IRRIGATION SYE'CIFIC.ATIONS Z � a g 1• LAKDZ- ,d[rBdCTQR; Ths Landscape Contractor nmot have an Oregon 1. LLNDS4etP�--�1V"('ACTOR: The Landscape Contractor must halve an Oregon FINISH GRADS Landscape Contractor's license and be banded in the State of Oregon. Laerediraapo Contractor's license and be bonded in the State of Oregon. Z - obtain and pay for any licenses, parrrvits and inspect{orw required by the s IITTLNGS Tb D.C.V. 2. �ffjL Furnish labor, materials, equipment and su¢isnriaion necessary to loyal govorning agencies and utility companies. e CJLV. P1PS -- complete all wort shown on the Drawings wW in the Spse{ficativns. j FIXIBP GRADE � oC ° 3. GUARAhrLEli AND RBP1,lC&jtaNT: (�ranlea all new plant material o�ftat 2 �- �1Yll. .PLAN The l�a�st of the irrigation system ti. schematic. Cn 6 ci DOVWJ CHECK VILVS Ar POP-UP SPRMA7J'R BODY _ _�----_- acceptame for duration of one full growing season or one year, Fold � GluYely as is prau:t{aal � O -� ---- -------- ---__..__, r- � NOZL'LE � NOrX.T1 _-�- % whichever is longer. Replace plant material not surviar in ving poor 3. VERIFII.ATION CrF__DIMBNS NS Aoforo proceedireg with th+� tsu.tnttnt{.rv.4 ..� � .. � 1/,!" BARBED YLL FITTLNG Tj' MAMIZ coreciittare, except only toss or snag freezing, any seatie:.z or unit of the irrtgatiort system, Colatroetor shall check and ad U P.V.C. PIPS t FITTING.4 APTSR -CJLV. UNION ---- - - acts and neglects an the part of others. vorVV the correlative between ground measurements and the drawings. lot gTREET SLL 4. GR 93. Final rough grade vAll be estab.lished by the Goneral Contractor, 4. I'Ri)Tk'CZ[iW-A2F-I LNISHZD--FA2M. P'r'ide protaction at all tunes amp W c� FIDSRC�LA.SS BOY I/ LOCKING LM 1/S' POLY FLEY PIPSVIf' MD,., AW MAX. Jvma finish grade by Lan&vcapo Contractor. 6'' rminimum orourn required to keep rock, dirt, gravel, debris and all other foreign materials from a- o - fy �� in all landscaped areas ►o pnrvida adequate drainage. antsrtng piping. valves and other irrigation equspme+�t A j YIJIf sell PT. LISPED GRAVEL cUMP / 1Zr_�RrD ZU FmING 6. TOPSOIL: Landscape Contractor to we JV with Owner and General 5. �'Jy�4QNY1�'NT�.._C N TI N� In frsoz*W weather, do no solvent welding o g - -- o. In rain weather, do solvent welding of PVC pfpe only W Z ab -- --- � �- Contractor who is responsible 1br supplying amici installing the topsoil. of PVC p� y rW � g N ------- -..__ __ P.V.C. LATERAL L= AS NOT?'J` Required quantity oin be dotar�mined from fu+ �gss given Yof topserrl under cover. for kwf areas and 19' of topa•otil for p-snting areas. If required, imported topsoil to be repres-entative of the arm fertile. friable, free 6. UTLEJT7ES: Protect coitus utilities sncountsred, nct},Iti persons owning from riots, noxious woods, s-Mcks. clods, stones, gravel, or other same. Verify Locations with General Contractor. forergn matter. Landscape Contractor to allow in his figures the cost of 204 cu, yds of topsoil to be ua..,. as a leveling c•nurse. 7. QlARANTEL Guarantee the irrigation system . or any part thereof, against defective material and workmanship for one year from the date of DOUBLE CHECK BACKFLOW PREVENTER DETAIL POLY FLEX RISER DETAIL 1800 SERIES 6. �'RTUJMS. acceptance. Correct the same during ane--yoar period to terms nal acceptance " A. General: Approved brand,4 meeting roquairornsnts of applicable state urithaut oz�sonse to Owner. Includ+� c..rmplote r ,toration f mag � \ - - fertilisor laws. Un4fw-rk in composition, dry and free flowing. planting, paving or other improvements of any kind B. Commercial Mia 'A' - 60% Slaw Release Nitrogen, Inorganic 10--6--4 C. Calpril. Lime 8. ,PRODUCT s- D. Commercial Mix 'B' - Iebfoot 10--16-10 Slow Relerase GENERAL: Materiular end equipment shall be new and of brands nerd E. Agricultural Gypsum types as shouse on the Draunngs Automatic Controller and Automatic Control Valves to bay by same manufacturer. "aOUR9°"e''"1M'°�r4110 s ■Ms4rN se x us 01111104110M 7. =(VIRAL SOIL--�$1�iLX�JI�T r-arden Care Compost, as provided by North "a VAL'T a"i'f�0 r American Soils, Inc., Po•tlar4, 0.•egon 97203, (503) 286--6125, 9. � �'�� IS t r rsr a camas re aaa rY A. H hest quality in all respects a etent workman. skilled at their °°e W ma rs suers dg 9 ill sp b'!1 �P Oro�wr coo ewer;row as QUICJ[_COUPLINC VALVY -- 8• it �� • Refer to detail on Dr s. N�S..T�1Kr_.�Se!_T��l�b�.,. J esu�v trace. Ocoee,awn.s aur p ae B. Installation of all rnatorials and equipment shall be it& xt.v ;d art FINISH GRADS 9. MULCH MATZ&AL', from foreign Free rro�c{o�ss weed seed rsrd all or material accordo4we with manufacturer's written specificattons and -_ __-------� FINISH CRADI h►ar myl l to plant life. Hemaloek or fir, medium grind!. �-1.6 4- 3/4" sire. recommendations, local and state codes. f' s 1" a 114P ANME IRON, IIr fes---- ---- p rtsbbisl4 debms and any 10. f XCAVAM�C-dNl--Bd � 'r , ~� ROTARr POP-UP SPRDMER 900?' 10. a,�,CUTION; Rentiove starves, mortar, eonarete, LONG F/ HOLES FOR 'U' DOLT ---� -�F/ NOBS AS NO= material har V1W to plant life fromall planting areas A. Pipe trenches straight, or "snaked slightly, allowing for sxpesnal yr• orad cantraeKon of •U BOLT ANCHOR LOW ON VALVE S/4" P.V. NIPPLE 11. ,SOIL PRSP.^.&TION_AND J_?LAKTlKS�. TB�.i� SHRUBB' AND GROUMC Ya : B. Allow for coyer depths as follow.-v: All pipe to be 14" minimurn to M r. - - ter'_+- S 4' P.V.C. sTRtIT ALL a1VD ELBOW Include the following proportions of material evenly mixed into eaistIfng f 8r numirnum. �+ _L____ s_1' SCP RO P.V.C. NIPPIJ' / - soils per 1,000 s4,.ft. of area C. Backfill anV excess sxcdwaNrm with suitable material fere of rack. -' S�_P.V.C. HIPPLS _ 6" Existing Soil D. Bottom of trenches shall be smooth cnd free of rocle .ma other-,q Soil Amendment objects that may damage pipo. Allow for adequate slope to drain • ti � �_ LSSCO 3 ;X=ZD 0-RING P.r.C. LAFTRAL I8 NOTED 16 lbs. Cowwwvcial FerKMser 'A' system. SI= JOINT - 50 lbs. GiMsgan E. Pressure test mainline for one haus before proceeding with besekfLU P.v C. STRisr ZLL operation. ♦� 12. PJ ANTING-TME,S AND ;ZHBM� Pian 2 ht and !ace to a best r V, P.Y.C. AGtdXI.INI AS IVOT?D- - - u'p'r� � F. Backfill to f'isei.•h grade. place baekf'ill carefully ar•oured and over �, � appearance or retation:rhtp to plant and structures. piping, rernovirs? rook or other material that may damage pipe; wet and �.. L - A AU planting holes shall be excavated twice the si-za of the tree, tamp earth. in layers not wor 6': :..hick until thoroughly compacted and co shrub or groundcoaver root ball or root system. settled B. Loosen and ror wv a twine binding and burlap from around top of each boli. 11. LYS TALUT,(g C. Cut off cleanly all broken or frayed roots. A. Control valves and Backflow Device: Provide as shown on plan D. Place and corwpaut backjW soil mixture carefully to avoid injury Provide Valve Boxes with locking lids as requirecL Valves and QUICK-COUPLING VALVE DETAIL ADJUSTABLE RISER DETAIL to roots, fill ell voids. Controller of same manufacturer. Backflow Device to meet E, When planting hole is three-fourths filled, spread evenly around regiaraments of Local Governing Body for backflow prevention. z4tz &utar circnw4ore-we of planting cavity (Cornmerc{at' Mix 'B') (Verify). System to be installed as designed; any changes to ba approved 1. Ali ons-galkrn containers: i Teaspoon in advance by t s Landscape Architect. r-,•, �+ 2. All two-galJam containers: 1 Tablesporm B. Manual AWain Vavlos: Install an mainline to drain entire systert, "tel �-• 3. A11 three to !rtes gallon containers: 2 Tablespoons (Show on "Record Drawings"). � > iX 4. AU evergreen or deciduous trees: 2 lbs. for each caliper C. Set Valve Boxes perpendicular to building walls, curbs or sidewalks. inch measured 4--ire Us above top ^f root ball. D. Sprinkler Heads: F. When hole is nearly filled completely soak and allow water to 1. Install sprinkler heads of types, sizes and coverage called for soak away. Fill hales to finish grade and prepare for other work in the Sprinkler Head Ivey, at locations shown as indicated on indicated. Initial watering-in of trees and shrubs by the irrigation. Drawings. system sot per-mitted 2. Install heads on adjustable risco unless otherwise notsd, set � �' OL FAMISH GRADS adjacent to curbs, walks, and walls, flush with finish grade. -._ -------- 13. � � P rc,B L Grades and sl.pes �in accordance with h-- Allow for mulch depth as specood in planting areas. � q YIN. tet' COIL ON CONTROL KRE finish grades as M& by others plus increase result .1�'rom� ,'" ----- --- ----� of bark mulch. in all planting bed areas. tirade to 2 to 2 1/2 inches a. Pipe: CONTROL VALV -i_-_.-- below bordering paving. curbs. walls. etc., before appli..:stior►, of mulch. 1. Lay pipe in accordance unit. best practice substantially supports E' at all partrets and "srea�ksd" slightly esllerurirKl for exparesiore and ,�- --r�- 14. �� oru�or{or Applications of herbicides to all planting areas contraction Pit�e IIBiRCLISS VALVl BUIY LLOCITNG LTD s s 1 to mulching, according to manufacturer's 8. PVC Pipe Joints, solvent swelled except as indicated Cut pt�e C� --- - recarmmeredation:s, for weed control square, doburr, o the surface all slew chips, dust- dirt ,� �y moisture and. all matter which may contaminate the YIN. 1 CU. FT. WASHED CRAVSL SUMP 16. jam' Mulch shrub planting beds with 2 inch cemented joint. pply pruner and uolvent oerrum-4 make joints in _---- --- mum �aysr o spec ��k within 2 days after- planting. Cover accordance with manufacturer's join is with ire�. � (f entire planting bed. apply Manly. y `4. s�u��np��Leak swi.el �h jYsedorn of movement at all ) P.V.C. MAIIVLINI IS PrOTED I 4. Use Trfl•on thread sealant tape at all thrended joints. f6. ►YTENAqN�CE. Begin maintenance irmmediatel after each shrub and 5. G.I. Piping: Clean out threads of standard lengths rut rrwro than roe arepaid Protect and maintain plant£�a for a period of 90 two (2) threads showing t faints. P.V.C.. UNION ON ONE SIVE OF VALVE days after acc Ttanco. Be ressppons•ibl„ fcr the �1Lowing work items 6. Prior to backfilling, no andscapa Architect for inspection. during muinUmance period. Zze.r, wood, cultivate, rr-cjnta{rmulch -'_ --- ---� depth as specified. reset planets to proper grade or upright position, Jr. Control 1/'rireg: . Lay do any uf�hsr necessary work {terns. 1ay in trench under branch 1{*+es when p�ractzcal, for maximum protect6rm minimuan. depth 14'. Use wfrs sizing chart publish*d 17. �I(N_TrNAyCIv_ TERNATE bI Provide oust of monthly Landscape by manufacturer of Control Valve used Yain :..recd e> eer in Rd-�$�a�y maintenance period 2. Show wire ssppuds on "Record Drawings". Wrap wires at 10' CONTROL VALVE & BOX DETAIL TURF RE:rUfflR�F -CT S 12. {ntervatQ. PS-ot►ids 10' of slack at Control Valves. ,�f L ;Z bffo � mai ire tore installing control valves. Thoroughly flush 18. Remove from all sod areas, stones (1-inch and larger) entire system be;or,t testing and installation o, sprinkler heads. REVISIONS ca;rphalt, rubbish, debris and any other materials harrnfui B. Test all piping, valves, joints and fittings at full pressure Tann I I to plant lif o the main se+•urce of suppl for not less than one hour before inspection prior to buck,filling. Q C. Make watertight under test and immediatelp correct any and all leaks f 8. A. pr qi ra er�taate all existing gra t"s, noxious wood or defects found and ro--tes:• grow h and roots. Schedule application to onabls effectivo kill D. Contractor shalt have backflow device tested and csrtirf'ied prior to to l achieved warkirg soil {s not subsequeat work. Licensed applicator required, final inspection and again at the end of the guaranfse period I0CE7NC L!D B, _- FINISH GRADI '--- ------ $0. SOD: 19. rr_unsform cps complete AMX�eov�rrageof ping credo turf areas gafton stem to uravtide --- -- A. Sod shall be weed and post )'roe. It shall be Banc as free and _ contain no more than 1% of other gr•4sses, none of which shall be 14. ��{��p'� ,beep promises reasonably fres from accum�slation of debris. On coars�o textus ed grass. cvmroJ of each division Uf work, remove ,all debris, equipment and I _ A'' P.V.C. S_LES"NC - ALBA To B. Sod shall be hooathy, thick, over, stand of grass, surplus materials and leave .premises in a neat and orderly fmhion. VALVE AS APPROVED' C. Approved sources: Oregon Turf Farms w,d J.B. Sod ! i 16. j �-� During. f first year guarantee period shxet down and winterise I f//� BRAE'S MANiIAI. DRAIN VALVA $f. sy s no err than November 1#1 Activate system in ^primp. no later 4 A Soil pprrrrpp� to take place after kill of existing vegetation. than May 15tht and balance for cove aps. Provide Owner before final f B. Tharo+y7hty mix and pulverise the following proportions of materials �_ _h Record Dr'ewusnpi a' irr'ipatiar► tysterm shourirtp drain valve r to a minimum depth of P-inches while in a moist corsdillon Watimw used other rovisiomi, including product on all 6" Existing Soil 1/Y BD ELL IrITPING Serif AmendmentARBE -__- 50 t,j. Calpru I,i s/1,000 sq.ft. 0 26 l✓►s. Fer•tilir-wr/1,000 arq.f t. - Commercial Fertilizer 'A' ` • • MDV f Cil PT I►ASH1R'D GRAVEL S►JYP to an - _-----_ ---- $$. 1-�even �oP� I h 111 asseir i imd tto eei l{sh a lirm,�� evenly b, compacted sod bed to of high or laws pots. Scarify surto establish a ,friable toxtured sod bed DRAIN Bl' AYY fIr P.V C. SCA QO NIPPLEHSB and handis in accordance with standard and accepted CXr�'D D� �-�- PrW! ce. Staggor joints and butt edges tightly. On any slopes, tie sod DAT?!: shall n pperpondictalar to the slope. Aoll !aunt d14%gonally, leveling ruau1/9/A4 AVC. MAINLWIT AS NO-90 in'agmaelaritins and asaling joints. ---- - ---- 9rlTLArNG TrPE: $4. N rX% '41Wy after�plaaing sod tap-dress with. ammonium sulfate at 11V�``- �[.' the mato of 3 Ibs.i 1,000 sq.ft. Water thoroughly go wet the soil. severMAr�UAL DRAIN VALVE DETAIL lArviect and osteinh the sod. SP1R'CT FUSPE'R: ct and rnaistteein urexterring, �►rreswlin9, err--sodding! and vreading B. fi•ote f61r a mirlirrsvrr: -or--90 &Ws asfAf+r wooptmrics by the O&ner or his j 71'm piece mt--f--1/$ #n6hes--ft lsalgtti.arharm d# attetkrts � hadgbt- ®t 2 L 1#erreatir-g"&" -oN -9 a wpm �f +. a mop-= irsorgarefi X14 M -W sl®tt�-M&4nr-'N' SVI"4110 PACIFIC HWY., 11x35 of T-Ibe.1�t�coo vq -days after -and a#oln-at tho_"n vy I1t 'i.auxYi BUP 84.0165 tri. f -- 08 �` 11 OF 56 ' �. .�,•'7*Ib}{fM�-Jnr*"`R11.w..'�"{'.n:.. .w.. - I.�. � n �.. .� 1 ... .....ron.a..�.. ....• .. ,v...anra..r. .,,-..._... ........_... ..,. -..... ..._. ......w.w'v++e.Ma'F M'M...�.nwv..+.w....w , (T�lT (�T �T T�T� i •�y.•,...v..�.. .�r. �.T . T H•-+•+•I� .-.w.......,. n... I F THIS DOC[1MEN'f I S LESS �r1 �r I I T 1 I r�l 1 I �l�Tr�T� �1� �1rr� 1995 1 , I I ITT I 12 AUGUST 30 ' LEGIHLE THAN THIS N07AtION, 7______� � _-- - -�-_-_'----��_._�-� ___ 1U�-- 1�-_-__-_ � IT IS DUE TO THE QUALITY OF N0.3e THE ORIGINAL, DOCUMENT. £ �Z �SZ L� 8 '11611111111,2111111111 L S L �111111 - ^ iI �ttt 6 L 8 9o� � T j i 1 I1111Ill! I I ' III II II 1111111,111111111 111I11111111111 III IIII Il 1 111111 IIIIIIliIll111111.UllllJlllll1111111 ll, Ml� i! �111 II�11111 1 111 llil il�) II ILII �� I 1 ILII IIIII 1.II 11 ii t� ABBREVIATIONS LEGAL TABLE SHEET INDEX REASION DATE AC.T ACOUSTICAL TILE F a FLOOR SINK Ff G. ROOFING LEGAL JURISDICTION r AbJ. AIIJUSTIBLE FT. FOOT RN. ROOM BUILDING CODE: AFF ABOW FINISH FLOOR FTG. FOOTING R0. ROUGH OPENING BUILDING AREA. COVER COVER SHEET 6-4-53 NR COND AIR CONDITIONING FDN FOUNDAIION RUB. RUBL*R SEATING SURVEY SURVEY - ALUM ALUMINUM GA. GAUGE R.B. RUBBER BASE FIRE ZONE: A-1A SITE PLAN APPROX APPROXIMATE GG GENERAL CONTRACTOR R.T. RUBBER TILE PLANNING ZONE• A-18 UTILITY ANO GRAI)IN(; PLAN BM. BEAN GEN GENERAL SE SA11N ENAMEL OCCUPANCY•. A-1C SITE DETAIL SHEEF 3-18-93 BLX. BLOCX GI. GALVANIZED IRON SCHED SCHEDULE TYPE CONSTRUCTION: BLX'G. BLOCKINS GL. 'GLASS; GLAZING; GLAZED SE.CT, SECTIIN REOUIRED PARKING: BOT. BO.TOM GR GRADE SGL SEMI-CLOS; ENAMEL PROVIDED PARKING: BLDG BUILDING G>'P. GYPSUM BOARD SITYG. SHEATHING L-1 REGIONAL LANDSCAPE PLAN - - CAB. CABIFEI H.D. HUB DRAIN SHT SHEET L-2 PLANTING DETAILS AND 93ECS 3-18-93 S CLG. CEILING HT. HEIGHT SNI. SIMULAR L-3 LANDSCAPE PLAN - CEM. CEMENT HORIZ HORIZONTAL SK. SINK OILS REPORT 1--1 IRRIGATION PLAN CL CENTFkUNE IFd. INSULATE; INSULATION SD S)SOAP DISPENSER A R C H I TE C T!J R A L C.T. CERAMIC IILE SIT. INTERIOR SOL SOLID CLR. CLEAR JNT. JOINT SPECS. SPECIFICATICWS A-2 FOUNDATION PLAN / DET;..+LS 8-4-93 CUL COLUMN ,IST JOIST ST.SIL. STAINLESS STEEL A-3 FLOOR PLAN / SCHEDULES 6-4-93 CONC.. CONCRETE LAM. LAMINATE; (AMINATED STD. STAICARD REPORT NO: DATE: A-4 REFLECTED CEILING PLAN / DETAILS 6-4-93 U. CONCRETE BLOCK. CG UGHTNG SR STEEL A-5 FRAMING PLAN 6-4-93 - CONST CONSTRUCTION MFR. MANUFACTURER STOR. STORAGESU R \ /� 1�QR A-6 ROOF PLAN6-4--93 CONT. CONTINUOUSYATL. MATERIAL ST. STREET; STRAIN v A-7 ELEVATIONS _ 6-4-93 CIL CONIRACTi.1N OR CONTROL JOINT MAX. MAXIMUM STRUCT STRUCTUPAL A-8 SECTIONS - 1/4' - 1'-0' 6-4-93 CONTR. CONTRACTOR MECH. MECHANICAL SUSN. %SPEND; SkJcRNDED - --" - - - A-9 -SECTIONS 6-4-93 CORR CORRIDOR MIEMH. ME09RAN.. SW. SWITCH _ - ^---- A-10 SECTIONS 6-4-93 To3 dfi� d� CTRD CENTERED MET. METAL SYS SYSTEM A-11 INTERIOR ELEVATIONS 6-4-93 TDET. DETAIL M.L. METAL I ATH TEL. TELEPHONE - --•------- _�-------�- --•- --!`- -'- A-12 DETAILS 6-4-93 GM DIA DIAMETER WN. MINIMUM THERMO. THERMOSTAT -- Y -- --- __ -- - I-13 DETAILS -i_ -- -- - 6-4-93-- Tj . DIMENSION WISC. MISCELLANEOUS THK. THIN(OR 8 DR DOMLDG. MOULDING THRU. THROUGH UTILITY CONTACTS + DBL DOUBLE KLC NOT IN CONTRACT TOL TOILET L ON. DOWN KT.S NOT TO SCALE T.P.H. TOILET PAPER HOLDER SEWER: _ MECHANICAL,�- DWG. DI>AW1NG W. HUMBER T.C. TOP OF CURB n EA EACH OFT. OFFICE TP, TOP OF PAVING --- M-1 MECHANICAL SCHEDULES - -_ 6-4-93 r EIEC. ELECTRICAL QG ON CENTER T.R. TOP OF ROOF N-2 MECHANICAL PLAN / DETAILS 6-4-93 Fol QE.P. ELECTRICAL PANEL OPN'G W04ING T4TOP OF SLAB WATER: _ M-3 MECHANICAL ROOF / DETAILS - 6-4-93 EL ELEVATION (GRADE) OPP. OPPOSITE T.W. TOP OF WALL M-4 HVAC DUCTWORK / DETAILS 8-4-93 ELEV. ELEVATION (BLDG); ELEVATOR D.A. OVERALL T.S.B. TOP SET BASF_ M-5 HVAC DUCTWOM, / DETAILS 6-4-93 ENfl ENCLOSURE O.N. OVERHEAD I TRE AD T EL L E C T R I C AL PEQ. EQUAL P.FOG, PAINT GRADE TYP TYPICAL GAS: EQUIP. EGUIPMENT PR. PAIR UNFN. UNFINISHED E--1 ELErTRICAL FLOOR PL.AN 6-4-93 QEXH. EXHAUS I PART. PARTITION VENT. VENTILATE; W NTILATION - E-2 ELECTRICAL RFFLECTED CEJUNG 6-4-93 ��IEXIST EXISTING PERF. PEr,,:)RATION VEST. VESTIBULE E-3 ELECTRICAL ROOF 6-4-93 `�- EA EXPANSION JOINT PLAS. PLASTER V. VINYL ELECTRIC: E-4 ENERGY MGMT. SYSTEM PLAN & DETAILS -- 6-4- 93 _ EXP. EXPOSED; FXPANSION PLYWA. PLYWOOD VAT. VINYL ASBESTOS TILE E-5 ENERGY MGMT SYSTEM PLAN & DETAILS - 6-4-93 [D ETR. EXTERIOR PROP PROPERTY VT VINYL TILE - EXHAUST HOOD cr, M� K( 101 1 Flit FINISH � PROPERTY UNE V.W:C. VINYL. WALL COVERING _ F.F FINISH FLOOR P.V.C. POLY VINYL CHLORIDE IT. WASHABLE LAY-IN TILE TELEPHONE: Y H-1 HOOD DETAIIS - 6-4-93 U VE FIRE E'!INGUISHER R. RISER W.C. WATERCLOSET -' F.EG FIRE EXTINGUISHER CABINET REFR. REFR"RATCPR W.P. WATERPROOF --- - PLUMBING................ . � F.H.G FIRE HOSE CABINET REINF. REINFORCING W. NOE; WIDTH _ F -__-_ �.------._.---F.P. FIRE PROOF RE --P-1 PLUMBING PLAN_WASTE SCHEDULE - _ 6-4-93 Q'D. REQUIRED W/ WITH ROADS: / FLASH FLASHING RET RETURN W/0 'AMT110UT P-2 PLUMBINC PLAN - WATER / DETAILS 6-4-93 OFLR. FLOOR RA, RETURN AIR WD. WOOD —�_- _ -- --�- -- - --- - -- P-3— PLUMBING SOMETRICS 6-4-93 F.D. FLOUR DRAIN R.D ROOF DRAIN SYMBOL � S ICINITY MAP EQUIPMENT p IF.Q_1 EQUIPMENT PLAN 6-4-93 OROOM NAME PPV. LETTER ---- - --- _. ELE V. SHIEET ROOM NUMBER SEATING / DECOR 4 2--INT. ELEV SHEET O DOOR SYMBOL -- ID-1 SEATING PLAN / OE'NLS -__ 6-4-•93 INT. ELEV WALL. KEY 3-- ID-1 COLOR / MATERI.%L SPECS 6-4--93 O CEILING HEIGHT- 0 WINDOW SYMBOL I 1 — OPTIONS BLDG. SECTION LETTER SHEAR WALL TYPL -BLDG EXTERIOR FR SECTION SHEET 02A k B ONT VESTIVULE 6- 4-93 03A Nk 8 EXTERIOR SIDE VESTWILI E 6-4-93 �1 -DETAIL LETTER M REAR ARCH U �`' DIRECTION OF DETAIL CH d-4-93 '`--DEATIL SHEET 05 PRE-FABtICATED ARCH. NOTES k DETAILS 5-4-93 C� DST MEMBER APPROVALS ( M70H ) DEPARTMENT CONTACT PERSON SIGNATURE AT - - - G -- DATE REVISION BLOCK RP &_D _ BILL STEWART _ ASSETS PROTECTION EMILE MONDAHa orsnNPuaFI CA1 NIM - 0 & T — JANE GANNAWAY MARKETING_ AMY PARKER. � Q im NAW W mmPNo1oTYPE ME OPERATION SERVICES RICK COLLAMER PFS BRIAN LARSON _ -r— - ---- - 6- 4-93 POS_ CHRISTINE PISHOS L� - M _ _PURCHASING _ _JOHN EGER QUALITY A��SURANt;E - GARY" DUBc'aIS ____ -. _ -..-�_ — - �� COVER PACIFIC HWY., 11635 --- -- '--- - _�- Q BLIP 94-0165 M71H 1zof56 FRAME SHEET volortotMo maw—, 1 IF THIS DOCUMENT 1S LESS I '1 1TT 7 1 T}��1��I}� r T T T I I r I I �� I 1 I. Thr Me�.w;. MI/MAMkRktr •• ..r .s�>•••,`•".^^wnK«mtw..rrwer+w,ww,•r,ymur.;.p!.mNwpun++«arae'µ7?�'MFM'KI^*+' «'4wM1fM+R+M11N�ra+RrlwNr.#et9l#yl �1 �' �'� � 4 I ' ' . II P-7 3 1995' " LEGIBLE THAN THIS NO'T'ATION, - T 6 --- 8 lU 11, 1 I AUGIJS j. 0 j IT IS DUE TO THE QUALITY Or No.36 THE ORIGINAL DOCUMENT. I E 6Z 8Z L�Z �9Z Z E Z IZ Z- N3I B-- G1[ 9 SIT �_v�� ii u�ilIIIIIIIIIIIIII 11111l11�ll1111111111ll1 ll� 1111U1 jj 1)111 4' SHEAR WALL SCHEDULE EXTERIOR GLUE BLOCK ALL EDGES a` -'I _____ANCHOR BOL15 PER 1 . t 1 2" 5" N1 1 2„ 8x18" t x /2" THICK -r SHEAR WALL SCHEDU'E, AILING & ANCHOR BOLT SCHEDULE 4" CONCRETE SLAB W'/ IMBED 6" INTO FTG. /"'BASE PLATE 6"X6" #10/10 W W M MARK- EDGE NAILING FIELD NAILING ANCHOR BOLTS - �\ / _- I 3 16 ilOti VISQUEEN OVER \ PRESSURE TREATz.0 N 3 8' (TrP,}-' ;ILL PLATE (lYP) ` 80 O 6" O C - 8d # 12" O C! i 1/2' DIA. • 32" O.C. � / 4" COMPACTED - _ _ - -_-� (,RANULAR FILL --'PROVIDE FIBERGLASS 8d O 4' 0 C 8J 0 12" 0 C. 1/2' DIA. • 24" O C - FILLER UNDER 2X6 -- o • , PLATE AS LEVELER �' " -�_�a�'. -== ice` I; (TYP. SILL SEAL) NOd_'._ USE 3/8" CDX D.F. STRUCT. II PLYWOOD USE o 9 �� I�. �"-- CONCRETE WALK 1/2"0 ANCHOR BOLTS 0 E" O.C. (U.N.O.) • • _• _ f SHOW% DOTTED ' I v �+ (OPTIONAL) CONSTRUCTION JOINT EXTEND ANCHOR BOLT 2 ,r 6" BELOW JOINT G C)GN CRITEPI A NOTE' • �- 1.04 CONT. ° D v TOP do BOTTOM SOIL REARING 1500 PSF 1• .1f--�-� IF CONSTRUCTION THE STRUCTURAL DESIGN AS SHOWN IS BASED - -- j'' t4'-t1" 4'-4ROOF LIVE LOAD 30 PSF ON THE DESIGN CRITERIA AND SHALL NOTt-00. - - I ANTSEARE 3 18'D �— -- - ROOF DEAD LOAD: 2C PSF BE REVISED WITHOUT PRIOR WRITTEN ~--- TS 12x4."/8" t8'• ID #3 8- CONSENT FROM THE LICENSED PROFESSIONAL ` �'• STEEL COLUMN 1'-0' 3 23 SEISMIC ZONE: 4 -�- 1 0 c ;T>'P) CERTIFYING THESE DRAWINGS SUBJECT TO I m 8 A-3 a 1.0 HOLES FOR a NAND LOAD: 80 MPH PENALTY OF LAW. d�• I y" ( ) Z EXPOSURE "C" -�= •-}�- 3/4`4 ANCHOR BOLTS l RIGID INSULATION z GENERAL P t-1/Y=I'-0" FD203 1"-1'-0` D� A f� _S.. AA . �-- (2)2X6 FULL HT STl10S W/ -_ (2)2X6 FULL HT STUDS --�� I.CONRACTOR SHALL TREAT SOIL UNDER SLAB WITH PROPER BASE PLATE E FOOTING A W/ HC2A PER (G/A2) \{ /� HD2A PER (G/A2) TERMITE PROTECTION. SEE SPECIFICATIONS SECTION 02281 1 - _ -- T `� --- m� WOOD POST PER PLANgo 2 All TIMBEP (WOOD) IN CONTACT WITH CONCRETE SHALL BE �r _ ------ _ REINF. (PEE C/A2) _ - - SS - �----- A35 EA. SIDE T.S. COLUMN CONI. EACH SIDE � - "'- -"' - -- - - - - - � �■■� PRESSURE TREA IED. _ SEE PLAN FOR S12E�� ~-�- - - - - - - - - - I - - - - 3.SEE SITE PLAN FOR LOCATION OF WALKS, CURBS, HANDICAPPED ` ��.�----- A35F EA. SIDE _ i �.• �OF COLUMN f (2)-#4 DOWELS ` �_4" CONCRETE SLAB I Ir - - - - - - - - - - - - - - - _ _- _ - _. - - - - - - - - - - - - -- -I I RAMPS AND ALL OTHER MISCELLANEOUS SITE WORK 16` 16" 3" 1 I I ,,— 2" X 6' P T D F •� _ _ z�-T-"7t-` J� ' " % Ir- M' I I I q I I o I I 'ALL PLATE. 4.FOOTING SHALL FEAR ON UNDISTURBED SOIL OF MINIMUM � ' I � A' �--4'- - 1500 P.S.F BEARING CAPACITY , e . • a �� e '� u ° °. � - I I c �✓ I I ~' I I SEE SHEAR WALL SCHEDULE .o V d , I I _•_ • I '�^\` I { �-THIS SHEET FOR ANCHOR 4km p 5.f-00TINGS ARE SHOWN AS BEARING 1'-0" BELOW GRADE ° J�• �• . ti • I I { / 0�� { I BOLT SPACING (TYPICAL) VERTY SOILS STRENGTH, FROST PROTLCTION AND JTHER V a 4' 1-04 BAR q I 1 .. LOCAL CODE REQUIREMENTS PRIOR TO POURING CONCRETE, f r I� •_' ♦ CONTINOUS J -f----k i . I I q ----° I F.O # I • . 0 TOP & BOTTOM • • • 1 • I I ' I i 1 'i' c 6.COMPACT1t1N TEST REQUIRED BY SOILS REPORT & TACO BELL d e aid a 1 I I ' ao WW [>2 I 1 , F.S. N I WW REQUIREMENTS SHALL BE THE RESPONSIBILITY OF THE GENERAL e I Q: a VERT REINF (3) 4 • Y • I I I• i • FIRST �3 TIE - - -1 - ---— _ I -I r A-8 A a s'— —T CONTRACTOR SUPPLY'BUILOING DEPARTMENT WITH TEST RESULTS � I'♦ � BARS 8' LEG X 3G" rz .�' II •I I I I I (TYP EA. SIDE) (• 0 II 1'-9" - 6'-1' 2'-2' 4'-0" - �++� I ��• ;� o _ • 8" O.C. q I , I •• a O i '.WOOD POSTS SHALL BEAR ON 2 X SILL PLATE & BE CONNECTED WITH "—► It D. SIMPSON A35 2 SIDES do A35F 2 SIDES ° c ' ' D. 6.Al (3 /4 BARS --� `;-,-� ---`- - _ -im °�-1_-___ • • EAC H WAY (MAIN- ' I F.S F.S. 0Hp.O- o I B REINFORCING STEEL TO BE INTERMEDIATE GRADE DEFORMED BARS PER v Q .o . o. Q: d : . .o ° �- THIN 3" CLR. FROM ^ i �� I iI d \ -0" I I NOTE. ASTM A615: GRADE 50 FOR 5 do LARGER, GRADE 40 FOR 4 do SMALLER `� -�- ^'� + -- s-��'-.� ALL FTG EDGES) � � ' FLOOR TO BE PITCHED ' ( ) N ( ) / �t'J e • L� GRADE BEAM (SEE 2'-0' a 1 ll 2'-6" SQ. PAO { 1 2 FOR 4'-0" DIAMETER / 0" 0` �� I I A .. '► 4 d ��r 1�► a .Ml�. ' 1 T ° I o DETAIL C/A�) / " �- 9.CONCRETE IS DESIGNED FOR f'c=2000 P.S.I. MINIMUM —T�- I' �, 0 ,� ' CTR'D UNDER POST I OSP - ---- -----•a- --' SEE DETAIL r/A2 I "' 1T FLOOR DRAINS COMPRESSIVE STRENGTH. POURED CONCRETE SHALL BE EOLIAL 1' 0" t < •• A �g 1 1/2" DRYPACK { I TO f'c=2500 P S.I. MINIMUM COMPRESSIVE STRENGTH. ----�. - --- --- I F D SEE PLAN FOR SIZE v� I FOR BASE PLATE ( 6X6 POST NO SPECIAL INSPECTION REQUIRED. _ o W.C. �� I ,n I - - DETAIL SEE E/A. �_ �' �� N CENTER ON WOOD POST ABOVE I `._3" SO ` t� � I � _ p � F� ----� 1 FD2(6 1"=1'-0' CENTER ON COLUMN 1`=1'-0 w L I { 4" f-S-�6J 9'-8" 2'-7' 4-11' _ 1 1 2' 3'-0' -7' I I FOOTING E COLUMN FTG. DETAIL B -r , r - ; LIMIT OF 2" 24" RIGID --_ -6" SQ. PAD INSULATION UNDER SLAB (TYP ) f POST THKNS. PER PLAN ''�2X TRIMMER f A e L-- .1 0• OWE` - N � I I � CTR'D UNDER PO`_'T z 00 3 1/2" MIN. FOR H09, 12,-----� EXT. OF BUILDING--� ,�� I I 4' - - - I I SEE DETAIL F�A� OA. S 112- MIN. FOR HD15 -"'END POST PER PLAN W/ � { •H.D. il 6X6 POST 2 (POST WIDTH 5 '/2" MIN. SHEAR PANEL E.N. FULL HT. r I I O HOLDOwN PER PLAN SLAB O DOOR { jI I I FOR HD20A) o 0 10'-3' 4'-0' 4'-0' S'-0' - I OPENING W/---, i T_ _ - �.- L - _J N oto P.T.D.F. SILL PL. DOWELS PER n o �- F0. { I DO NOT COUNTERSINK (OWEL) -4" SLAB °O PER PLANS -�� UNLESS SPECIFICALLY 6„ , � { �- N � C� to SHOWN OR NOTED __ , -7. I _ — -LL— EDGE — W.0 _ f n - EDGE OF FOOTING Q -- - - ^I �y< { ( •IID - - �- 1/2- DIA X 6" A B. - p • 4. d. _ 1 e y • • I FOR COUNTER WALL. - - ----I- A36 THREADED ROD ° 1 PER DETAIL D/Al2 I { ;� ----_— i_____�.�.- - --(2) �6 TOP do BOTTOM W/ L _. ., N "' (TYP. 4 LOCATIONS) ! , Q de W/ DBL. NUTS & WASHER I _ o TOP OF SLAB MIN 40-1 ^m (USE A307 M.B. W/HfX - I�I- ---�,;,T 13 CLOSED LOOP TIES U. TOP OF FOOTING _ HEAD GOWN FOR 1 1/4" DIA i 1 ' • 18" O.0 1a I v _ D ' POUR WHERE OCCURS `.0 o i 1 a i 1.4 • TOC. TO PROVIDE H.O. UNLESS I - k2 0 STD WIDE PLAIN WASHER- I I 4 , I •GI STEEL COLUMN BEYOND _ L, I -�- -- - =f --r— REQUIRED TO HAVE F.S. PER I I EXCEPT 0 t 1/4" DIA 1 • 1 i FOOTING BEYOND A2 - LOCAL CODE SIMPSON HOLDOWN ANCHOR SCHEDULE - ___�_I �i -ER C'T B/A-2 - HOLDOWN BOLT DIA B C ALLOWABLE d. I 4 r_�• I I I 1 _ � ,�__ . I I /�---�----4" coNc SLAB w/s"xs" Nt0/to w w.M. ►iD2 ((1R 2A) 5/8" 1'-0" 4 1/2" 3,975 J J i---- -- i I ON .006" VISQUEEN OVER A MINIMUM OF 4" I REMSMS / COMPACTED GRAN'JI-AR FILL PER SOILS REPORT. HOS (OR 5A) 3/4" 1'-2' S 1/4" 4,180/ 5"- M I - - 1 I _ 3,. ? 0" 3" _ I 3'-6" SQ PAD I SET W.W.M. 1 1/2" FROM >•OP OF SLAB HD6 _ t' 1'-3' 6 1/2" _ 5,810 5" I { (MINIMUM CLEARAN�F TYP.) -�� I { HD7 (OR 7A) 1 1/8' 1'-8' 6 1/8" 8,425 5' I I-EAR LFA : j CTR'D UNDER POST 2-� I - HD9 1 1/8" 1'-8" �_ 7" 8,425# 5" I 1 SEE DETAIL F/A2 ' ( I HD12 1 Ito" t'-B' 7" 8,4251 _ 5" ----------- - --.__-___._ ____ I f _ L _ - �SILID CONC. PIER HD15 1 i�' t'-B' 7' � 17,500/ 20' 6X6 POST �_ HD20A 1 1/4' I 1'-B' T 17,300/ 20' ---- I UNDER ARCHES, FULL 11 - -- - T. 1'=1'-0" I I _ �-'-LIMIT OF 2" X .24" RIGID I { DEPTH OF FOOTING (TYP.) M _.�I_ INSULATION UND.R SLAB (TYP ) --- __ _ I_ __I YY _.__—., - _--- o 8 I { I I �3'-6" SQ. PAD A_8 - HOLDOWN DETAIL G GRADE BEAM �, � CTR'D UNDER POST - - SEE DETAIL F/A2 To ' i I 1/2" EXPANSION JOINT W2 I 12"x4'»3/8" T S. COLUMN{-- 1' 0' TYP. I (TYP q 2 LOCATIONS) II \ I W/PREMOLDED FILLER I I SEE DETAIL B/A2 h E/A7 I { N3 DOWELS 18"x18" 1 1 12'-4" 12" O C. AT DOOR OPENING I _ - __ .._ - - - - - - __ _ - - -- - - _ - - __ - - - - - - __ - _ _ __ - - I I /- "6X6 POST o" r -- I _ �J-- L DRAWN BY `.. ----IIF-- �-" -- ->�•� .- ..__._ �t-V --`L ._ _ - _. .- - - -- - • -r --- - - - -I•--- -- -- - - -r- r _ w _ - _- -- - t: • Q '1' { 1 I I I I ip { I CHECKED BY: Id Id- a 1 1. 4 � o►; _"`MINIMUM OF 6" tiutD�x; 1YaF o•° ••. e .Q d . °S o SAND OR PEAGRAVEL t L _ J _ ---_ L-_ _ J SOLID CONC PIER - - ( �. a 6X6 POST -UNDER ARCHES, FULL M ? OH CD W w PAS- .---1-#4 BAR CONT tz (_c DEPTH OF FOOTING ;TYYT�.) � FRAME _ �y 2'-6" SQ. PAD - -�/' A-8 A2 S� �-- 2'-6' S? PAD e o Z TOP AND BOTTOM 'y f �Q4 a CTR'D YNDER POST CTR'D UNDER POST Im NUMBER - SEE DETAIL F/A� � , Q" ° ' SEE DETAIL F/A2 2'-0" e'--B" 2'-0" IV-8, PROTOTYPE ISSt1E DATE 6-4-93 NVWWR FD204 !'.l 0, A2 FOOTING FOUNDATION PLAN SCALE: ii4" = 1'-0" PACIFIC HWY.,11635 BLIP 94.0165 ± t 1 i 13 OF 56 •-----. ..,...-.-..,.„¢ ... __..:_..:-.-..,.:..:...._ -f _ ... .. �..p,'.+gN;:rt•va- .._.....»,...,....,, ... .... .. .,, .,Af.CYrt .,"......ac n..,..u:.4. c,a N.,.w.",..,,.,..o........ - ... .-. ,. ..:. ..... . _ T i T 1 � 1 T t MIT[T T Y IF THIS DOCUMENT IS LESS l 1 �l jy,' 1 I I r F ITT 1995 LEGIBLE THAN THIS NOTATION, � 1771 ,J 4 6 9 I O Il 1 AUGUST 34 I " IT IS DUE TO THE QUALITY OF No.36 THE ORIGINAL DOCUMENT'. E 8Z 9Z ,Zl9Z - Z T Z - T Jilill At 9i iJI Ei ZT _ Tt — '11111 8 9 9 TE Z I,i�ue _.- I i IIIIIIIIIIIIIII IIIIIIIII IIIIIIII Iflllll ILII II IIIIIIIIIIIIIIIIIIILIIIIIIII ! 11I I II 88�� IIIIIIIIIII 1i11I Llil11111111J111ll111,111Wllllllllllll11J111111 111�II111►II►�►► ILII{u,l ►u►��lu III►�uu Ilu �I arm II o 1 2-20 OF y2 BLOCKINGI I /2-2'6 OF /4 BLOCKING _- W/U26-2 HO.NGERS TYP} I ( W/U26-2 HANGERS TYP TRUSS STORAGE AND INSTALLATION - - - I TRUSSES ON SITE PRIOR TO INSTALLATION SHALL BE STORED IN A VERTICAL POSITION WITH j, 6" I I \ I SUPPORT PaNiS PROVIDED AT FINAL BEARING POINTS AND BRACED TO AY010 TIPPING I I 2. INSTALLATION OF ALL TRUSSES SHALL BE DONE USING A SPREADER BAR WITH A THREE POINT VERTICAL PICK AND CARE IS 10 BE USED IN LIFTING TO MINWIZE HORIZONTAL BENDING 3 IMPROPER HANDLING OF THE TRUSSES AS NOTED ABOVE AND IN THE SPECIFICATIONS SHALL MEAN REMOVAL OF-THE TRUSSES FROM THE J06 SITE ------ I 5'- 10" 10 2-2x6 DF 2 BLOC4,G I Tc7z, I I I� W U�-'_ HAN S - �. r � �. 14'-11" 4'-4' 16'-9" UNIT NET WEIGHT 1200 lbs UNIT NET WEIG1,J 915 lbs UNIT NET WEIGHT 1100 lbs �— CURB NET WE!C!- �� ___._120 Ibs CURB NET WEI 3HT 125 lbs CURB NET WEIGHT 119 lbs TOTAL � � 1320 Lbs TOTAL 1040 Lbs TOTAL 1219 Lbs � � 3-2x6 w/ A-8 2-112" PLYWO. FILLER ARRIER LEN N OX HEADER 2 — T R A N E MODEL# YCU120A3 C MuUEL# 48DJD012 MODEL# GCS16-1353 P At ILRNATE ALTERNATE 'TANDARD 2-2X6 CONT. TOP PLATES BELOW- 72-2x6 POST Wj A13 2x6 /2 DF. WOOD FIELD FRAME SPLICE PER T-1/A13 THIS WALL. �1 ACE6 POST CAP STUDS O 16" O.0 - (TYP ALL 4 CORNERS) HVAC UNIT#2 SCALE 1/4" 1 -0" TYP. i MI --mom ftm SIL I 7/J�2X6 - ! I i PROVIDE 1/2" COX PLYWOOD I I I I -- I I ?-2X6 DF �2 BLD(I�INC N2 BLOCKINl, -1 - 1 1 ---- - - - - - --- --- -T-.3W/U26-2 HANGERS ITYP. HANGERS TT r' i ENTIRE FA OF US WITH � � s 10d O 6" O C (TYP L= FkON( fit REAR OF BUILDING) It T--2 -- X4 LATIRAL BRAC1NG,1A i \ � I I 2x4 a< 2x6 OF #2 BLOCKING , FLAT ONITOP\OF B.C/ / { I W/U26-2 HANGERS (TY'' -- FOR 6 RD-2 SOFFIT DRAINS) I -9" SEE DETAIL G/P-2 ICU GO a, o e'-3' I /\ -l- - -- n T-1 -- A-8 -2X4 OF y2 BLOCKING 1'-8" 13-11 p I i O ��AI37 IM /U`/.4-2 HANGERS (TYP. A1.3 2-2X6 OF 2 BLOCKING _ -_-W U 6-2 HANG RS �~ r I '�- - ALL DUCT OPENINGS) / 1 - ` - _ -3/4' COX 40/20) PLYWD - -�^-'--- - I --' W/IOd O 4" 0 C. BOUND NRY - � _ � � Y 2 0' I T_2�-_ 1,• 2'-1 1/? � 8C EDGES tOd O 12" O C UNIT NET WEIGHT 704 Lbs 'JNIT NET WEIGHT 825 IDS I T_1 I ( �� 1 I I I z' FIELD BLOCti ALL EDGES UNIT NET WEIGHT 875 lbs 1 � � � _CURB NET WEIGHT 82 lbs CURB NET WEIGHT 125 lbs CURB NET WEIGHT 107 lbs ,__ �' OR PROVIDE TdcG PL'�w000 OR TOTAL— �. 7U6 lbs TOTAL 95Q lbs TOTAL 982 lbs I .3'-1 1/4" 9�_0• - PROVIDE SIMPSON PSC CLIPS I T-2 06 10 9'-8" I 5'-10" 2'-6' Z'-E" 7' 0" 8'-6' TRANE MODEL# YCD090A3 CARRIER MODEL; a8DJD008 LEN N O X MODEL# GCS16-953 3-2X6 w _ - fi---- -- �— --tet-'- �� — — _`1 +� ALTEkNATE AITEkNAIE STANDARD PLYWOOCI 6X6 POST W/ - -/ �- BLOCKING FOR M CH'L ROOF ! FILLEF4 ECC 5 1/4-6 ST CAP HEADE SEE DET 0/A13 I / I CURBS, SEE OCT IC/A6 TYP I Z AC �� I �� SCALE 1/4" 1'—!1" � — _ _ _ � - _. - -_._- _ 1/2" CDX PLYWU. DRAFT , ✓. 2'-6" 13'-6' STOP FULL FACE OF TRUSS Q, I I T-t �' ---' MANSARD (TYP AT 10'-8" I XX _ _ I I I 1 � 1 N NOTE N _ THESE TRUSS DRAWNNGS ARE PROVIDED FOR MINIMUM - 2.6a: DESIGN ONLY ENGINEERED DRAWINGS AND CALCULATIONS TO BE "' 2 ~uST MODIFY TR SS TAILS AS 1' 0' 2-2• -I uu C> 0I W/ ACE6 ! f• - NECESSARY FOR ARCH I - 6X6 POST W/ LL ------ - - PROVIDED BY GENERAL CONTRACTOR PRIOR TO INSTALLATION. -' o m �, POT C)kp I r -- ,n - ! T`1 - - rP AMING SEE E/A13 - I ECC 5 1/4-6 POST CAP ! 12 1 2 ' ! 5 11£I"X15' GLU M ELM —_ J SEE DET 0/A13 N .'� \ — LL ., 25� -- - CIO I i BOT EL 8'-6 1/')- I ISEE DET E A ` I ! 1 I Y.x " Z ' " � -`�' - `� SATELITE DISH / - -- O :a _..-- �_- -- - - --------- In -- -- ! ! --- -- - � � �----• I A- O / \ I I 1 ` / 12'-2" S 1/8"X15" GLUELAM BM. °° I ! BOT EL. 8'-6 112- � Z 16 GX6 POST W/ I - J MODIFY TRUSS TAILS AS J I CONT 2x4 LATERAL BRACING LAID FLAT do % I _o a1 t- - CC 5 1/4-6 P CAP ! ! NECESSARY FOR ARCH 1 NAILED TO TOP OF BOTTOM CHORD (TYP). j I 1 p ao ! SEE DET R_/A13 I _ _ I I I CL I - - ---- -_- -- FRAMING - SEE E/A13 SEE PLAN FOR LOCATION �_r�� - I 1 _, � -2-2x6 CONT TOP PLATES 2'-0 3/4" 3'-0' - 6 EQUAL SPACES Q 4'-3 3,4" _ ?5'-10 1/2" - I 3'-0" - I 1_03/4' � I�' -mss- ..1�. I I I I III BELOW- SPLICE PER T-2 � 36_0 - - - - - ,_T_ - --- /A-13 THIS WAIL TRUSS T-1 ELEVATION (T-2 SIMILAR) - - � `. - r 6x6 POST w/ 2 0" 1 ! I .� 1 I / ! CC 5 1/4-6 COI. CAP - NOT TO SCALE - �00 :, �J� __ T-1 I �ti I ! SEE DET. R/A13 - ---- _-1 1 _ ----- A13 _ r 5 i/8_X1 5- GLUELAM BM. -- _�.__L__ I 2X4 8c 2x6 OF /2 BLOCKING �' BOT EL. 8'-6 112" c I 5 i/8"X15" GLU M BM W/U26-2 ANGERS (TYP F I ��. (v ' ` I ! ---- ------- ! ! r o Q I BOT. EL. 8'-6 1 2 / 2 RD-1 RMF DRAINS) SEE T-2 DETAIL F/1-2 i b - I ! I I I I ! J A-. cv N T 1 -� _-- 1 1- 2-2X6 CISLICE T TOP PLATES _ 2 ��' (o MEME3ER SCHEDULE ! �` PER T-2/ -" III SHEATHING ON �CoED ROOF 314' COX (40/20) PITWD �)1 2x6 NO.1 RD S.P. (MC 19 DF) �- 2-6 2'-6 - o+ �___ ,�" i I I k `�W/10d O 6" O C. 80011DARY - - -- I -- 2x4 NO.2 KO S.F (IAC 10 DF) -_- -I T_4 \\ i �EEDGE NBLUCOJ EDGES. - ----�- --- ---1_. – ---— --�-- -- _ -- --- a I a --_ ! i 4' •' - PROVIDE 1/2 CDX Pt YWOOU , - 1 1_0. 1 7'-3 5/8' 1'-4 7/8" - 5-3" -_ - - - - - j _-- - -- - - ENTIRE FACE OF TRUSS WITH I I 10d O 6' O.C (TYP -- -�IFY IN FI LD c 11 TRUSS T-3 ELEVATION TRUSS T'-4 ELEVATION N I ;� _ _ - 12 4"X3/8" T . COL-- I I - FRONT REAR OF BUILDING) WAwN BY ---- --.--SCALE: 3 8 1 -0 - ____ _---------�,�.aLE 3�_ _ -- 1" - -- - --_- - - - - - -•- 5E DETO�L T�/ 13 - - - rWCKED 6Y: TRUSS DESIGN CRITERIA TRUSS SCHEDULE � N � _ 1�MtoINc ,,� _ GENERAL_ NOTES. �1 M� 7® H 30 p� TRUSS SINGLE DOUBLE BEARING _ 6x8 D F �t -_ ! "•�-�-`--- I _ COMENTS 1 4" NOMINAL_ THICKNESS rRAMING MEMBERS SHALL BE DOUGLAS FIR N2 OR i N TOP EL. 10' 4 3j4" ' _ TYPE --TRUSS TRUSS POINT _ - - 1 ` - - 16 FSF T 16 PSF TP - x p - - SOUTHERN YELLOW PINE #2 W/ A MIN FIBER STRESS OF 1250 P.S I STOP FULL OF IkFT_ ZZ J \ FRAME LIVE LOAD ---6X6 POST W/ 6X6 POST Wj ---'' A-8 K ECC 5 1/4-6 COL. CAP T-2 X A ~ SEE NOTE #1 2 6" NOMINAL THICKNESS FRAMING MEMBER SHALL BE DOUGLAS FIR �1 UR ECC S 1/4-6 COL. CAP I I I (TYP. EA. SIDE OF ARCH) � ( ! I � �� MODIFY TF'USS TAILS AS A1.3 SIM. SEE QE1 U/At3 15 PSF 15 PSF - T-3 X -` SOUTHERN YELLOW PINE N1 W/ A MIN FIBER STRESS OF 1300 PSI SEE DET U/A13 NECESSARY FOR ARCH / 1Q PS6 -- T-4 X - - 2' 1'-4' 2'_0' 2'-8" FRAMING - SEE E/A13 9 A 2:-@"=24'-0'- - - -_ 2 8' 2_0' 1,-4, 1 2 d _ DEAD LOAD _--- IROOF CONNECTORS SMALL BE SIMPSON STRONG--TIF ..�--- ..-- _ _� _— _—. —. ---_ �ROTcr�rE ,�sUE DATE — _ -- (APPLY TO TOP CHORD) NOTES 5 PSF 10 PSF 5 PSF 36' 0' 1 DOUBLE TRUSSES TO BE NAILED TOGETHER -- - - __ _ ------ .-.---------__....._.._------------_-__----------------- ---_-_._.___-____. .______�_-_---- -�______ 6-4-93 W/10d O 12" OC EACH SIDE, TOP & BOTTOM f-- I O E A R L U A D CHORDS AND WEBS SHEET NI�MREH NOTE. (APPLY TO BOTTOM CHORD) 2 SEE DIVISION SIX OF THE SPECIFICATIONS FOR ALSO, APPLY ROOF TOP MECHANICAL POINT LOADS WE.I(;Hl !� LOCATION OF UNITS DETAILS ON TRUSS MANIiFACTURING AND NAILING. ARE SHOWN ON THIS SHEET AND ARE NOT INCLUDIED IN THE ABOVE LOADING DIAGRAM, ROOF ERAMING PLAN A5 VERIFY THESE LOADS WITH MECHANICAL. SUPPLIER PRIOR TO TRUSS DESIGN i SCALE. 1/4� - 1 -O' PACIFIC HWY., 11635 BUP 94.0165 16 OF 56 I tr THIS DOCUMENT IS LESS �T�1TT I �T fi fi 11111 fiTT T l l l r TT�1 I I I �� AUGUST 1995 I LEGIBLE THAN THIS NOTATION, 77I I 1 I —.___-- 4 6 - �I7 8 _ 1 I 1�. 19 AUGUS 1'I' IS DUE TO THE QUALITY OF No.36 THE ORIGINAL DOCUMENT. !J11 111111-11, S�ZZ19 £ , 8T ST Lt 9t 9T t [ £t7,T i4II ILill II111111 Illill l.. II 1 ` 1 �'I 1I llllllI I.IllllllIIIIIIII IL I IIIII I II1111111111 ILII illlllllllll Il Illll II Ill I�IIIIIIl111L111111111 llllllllullI ►I► ill ► �IIII I 11 S 1/2" � "BIL.CO" ROOF SCUTTLE to GA RAIL y -b x 3'--0' FOR NOTES: _-- - TO BE PC)P-RIVETLD IN r' i_ADDER ACCESS TYPE 'S' T / 1 SEE SHEET P2 FOR ROOF DRAIN DETAILS. �~ PLACE TILE ROOHNG ------- CONT FIBER CANT \� / 2 ALL SHEET METAL TO CONFORM fO S.M A C.N A `o; ( 3'_0• c STRIP RECOMMENDATION' 3 PLY BUILT-UP WITH 3 SEE SHEET h7 AND SPECIFICATIONS FOR ROOF (NERAL CAP OVER 3/4' \ -r TILE SPECIFICATIONS. COX P0W000 / 2--2X6 W/U26 O EA END EAVE CLOSURE ALUMINUM LADDER 8' \ \� SEE EUTAPYENT — 1/8' PUL'(URETHANE \ SCHEDULE, SHEET/ EQ1 � �- RAIL DESIGN SPECS: MOLDED SAFETY CAP \ WITH SIDE RAIL ANCHOR AT 4'-0' O.C. ASINGLE PLY II MATERIAL - 18 GA GALV, STEEL EXCEPT WHERE NOTED SUSPENDED CEILING � "4INUM SIDE RAIL ROOFING 2) ALL SEAMS WELDED WA.LRTIGHT ALUMINUM TREAD \ `\ PL4ET GRADE EXT t� LOAD RANGE PER RAIL. AT 12' O.0 575 675800 950 I3'-0' 4'-0" I5'-0' `6'-0' 11100 7-0' I \ FRP OVER J+� 5/8" TYPE 'X' GYP. BID 1 ON 2X4 STUDS 0 16" O.C. HIGH POINT A-8 M 3 1 ti?"=1 0, A[1140H 1/2"=1'-0" q(+;i y t• I. U• �- SINGLE PLY ROOFING �.\ 0 MAININ R, SLOPE /� HIGH OPF TO DRAIN / /� HIGH PT SECTION THRU RF. RAIL ROOF HATCH DETAIL B TILE BOTTOM! ISOMETRIC -- HIP ROLL DOUBLE ROMAN CONCRETE I;UNT 2X4 BOG HIP-_---_- ROOF TILE - SEE 150- I -- -'CEMENT METRICS THIS SHEET _ COLOR TO MA',CH TILE ! ------ - MECHANICAL E40IPMEN T HIP STRINGER 12.12 SLOPE 26 GA. G.I COUNTER TILE ROOFING — -- % FLASHING BY G C. WATER R ROOF SADDLE \ N FLUE, MV4 1 -`J' \ 1/2" EXTERIOR GRADE -� -- --`_- -� i - -ROOF LIGHTS - pl-YWOOD 26 GA G.1 FLASHING 3 ABOVE PARAPET PREFORMED INSULATED / OVER 4' CONT. CANT z 2'-0 WUA-1 STRIP BY ROOFING �' r EF 2 w / SEE 18) E3 WRQ BY MECH EQUIP _ .,x 2Qp�, i ak u \ ( ) / CONTRACTOR, INSTALLED CONTRACTOR 3/4" CDX PLYk�00D 2' 6" < �_--- - �� -- � S z $ 3/4' CDX PLYWOOD SEE 4" FIBER CANT --------- Bi G.C. `� -\\ L SEE ROOF FR",1�tING 120 ��--�-- �_• ,, G �'BUILT UP ROOF SEE `\ PLAN, SHEET A5 �' ROOF FRAMING PLAN SHEET A� BUILT UP ROOFING I / SPECIFICATIONS'rZ __ - - -- -.� �' � �' � � � �' �' � � .a '' SHEET METAL A 8 GRADE VVW _� _ ^ -- COUNTERFLASHING � ,,GUTTER DRAIN PLYWOOD SHEATHING. �/ f ~-- B ROOF SEE G/P2 TYP. 6) + 2 3/4' EXTERIOR GRADE 2" X 6" BLOCKING 2 LAYERS OF 30N FEL f ROOF AND OVERFLOW DRAIN A6 HATCH PLYWOOD SHEATHINGv /�- NOTE FINAL HIP .`~ \�\ L LAYERS OF 30/ FELT CONT Zxa BLhG; -___ _.,,.< ROLL AT TOP TO BE NOTCHED TO FIT -ROOF SADDLE PARAPET WALL tip` Cw Q' �Y l 1 1/2'=1 0" Al tp FIBRATED ALUMINUM ��' E�� A J TOP COATING ^� - �� (220ft1 / ,__ EXTEND WASTE VENT UP / ROOF CANT MECH . UNIT ROOF CURB C TILE CORNER ISOMETRIC __ ,� oma- , TO PARAPET HEIGHT Z EF-3 AA16 2 0' 1 �'-�2X8 WOOD TRIM Q _\�FRUM A/C UNIT , INSULATE INSIDE A_8 —DUCT 20� DR vIN PAN /�'�METAL H000 �� GALV. METAL CAP 1 STUCCO ARCH PIPING/HOSES -SEE RAlt- DET F/A6 A6 _ A G 0. uj 1 /� SATELLITE-DISI_ SEE A6,. A6 im P-TRAP / �OR CONDUITS `-'MEMERANE FLASHING DRAIN LINE SLOPE \ 2 LAYERS OF - / LL � D TSE A6 AND R FRAMING i 26 GA G1 SHEET \ � 30,E FELT PLYWOOD CRICKET - /SHEET A5 FOR LOCATION � -------AS REQUIRE) TO �-- METAL FLASHING / / / ME TAI H000 \ CONT WOOD / 0 / DRAIN CONT ECTION - --�-'\�� \��• AILER � � " —' - A x / t4 GA. t' GALV. CLOSURE PIECE \ .� SLOPE I I 0 �\ 4" X 8" LOUVERED 174" PER F00 STRAPS SCREWED _ a: 26 GA, G.I. PUSHING 'LLE TOP FILLER � ROOF VENTS W/SCREEN / 3 PLY BUILT-UP WITHTO BLOCK -- - OVER 4" CONT. CANT REGLET AT BACK OF E O 8'-0' O.C. (TYP.) `TRIP BY ROOFING - SEE DETAIL � ` / MINERAL CAP CIWTRACTOR TILE ROOFING \\ PARAPET WALLS ARE 40 t GH ROOFING 12�12 SLOPE SPECIFICATIONS / R BUILT-UP R04 i I :y SIGN AND ROUGH-IN CANS FOR EACH SIGN WALL BE FURNISHED DIRECTLY TO THE CONTRACTOR AND ARE TO BE INSTALLED OPTIONAL REAR ARCH ZZ AB INE OF ROOF BEYOND PRIOR TO INSTALLATION OF STUCCO '"�- '-- \\ ZZ \ GENERAL CONTRACTOR TO PROJECT STUCCO ___ ' ' -_`\\ �\\ A8 7/8" FROM FACE OF PREFAB TOWER (TYP ) 12 DGIJBLE ROMAN CONCRETE --- ` -- - -- - -- -- - T - -- ROOD- TILE �\ ` `. 12 c --_ / / \ TYP 12ZzlzIlL, w, \ 6� TYP. 12 ---_-------- / A 2X8 TRAM R=3'-0•- - - - - - U 71[� _ PREFAB A�MNING 2" X 8" FASCIA -'� SOFFIT I I FRAMED SC�f FIT GLASS PER DIAGFAM IN --------- ----- .-__ _-- - _ _� - i �•�--� SEE A13 FOR ALUMINUM FRAME (TYP ) N G ExPANSION JOINT I ��- \ I �-_ AWNING OPTION i 4'_4 I w - -_ - - I I I ❑ I I I 'Dl — 4= / w 8 I II II I 0 NOTE. � �� R=z -o' (tIl RFAR GLOP & ELECTRICAL BOX6- 2 TO RECFIVE EXTERIOR FINISH R=6 0' % I � ' GAS METER r.__- _ I I I I I I I NO 1 - " v 00 SEE SHEET/Pt I I I I I I o FINISHED FL 70R - I INISHF D FLOOR • \``- ELECTRICAL SER LOADING RASERVICEAN GN OR STICKER RANCE$-SHALL BE 6'- Of THE STA VDA D FIED NTH // _ 4� � 5-0' ACCESSIBILITY LOGO, REAR ELEVATION SCALE. 1/4N = 1'-0" FRONT ELEVATION SCALE: 1/4" _ -0" URFA,CE FINISH STUCCO OR OPTIONAL DRYVIT 1 _'ROJECTEU SURROUNDS, PROJECTED BAND _ -- 2 TOP OF ARCH� ^_-- -- I FASCIA, FASCIA FLASHING, 30/ FELT UNDER 2 LAYERS 60 2 MINUTE GRADE D PAPER do LhTH YY I (TYP) ALL ARCHES 116, PARAPET FLASHING - 1 A8 ,1 XX WWA8 LIGHT POLES - - 2 EXPOSED UTILITY PIPES AND CONDUIT - I --- - - - METAL DOORS AND FRAMES - _ 1 - - - LINE OF ROOF BEYOND SHEET METAL FASCIA TRIM - — - 1 >\2 /� TYP 12 0 GAS METER AND ELECTRICAL SERVIrL 1 2 - - -- - - - - - - _ - - - - - -- - - - - - - - - -� - �-FRAMED SOFFIT r, - I / SEE A13 FOR AWNING OPTION FINISH[S- 2 - -- o R=2-6' • t > 1 BENJAMIN MOORE MOORGARO PFiEFA6 AWNING EXTERlOP LATEX N0. 103-1072 (Cb-18) uj 0 BENJAMIN MOORE MOORGARD r - 1 EXTERIOR LATEX NO. 103-1128 0-16) NOTE: �j�__ l EXPANSION JOINTS TO BE CONTINUOUS Lij -.TU C C C NOTES: F J 1 _ "' ON WALL SND SOFFIT (TYPICAL) — -- 0 =2'-0 V SEE DETA'L J/Al2 ix 1 COLD JOINTS WILL NOT BE ACCEPATBLE UNC R ANY CIRCUMSTANCES O 2 MESH AS SPECIFIED SHALL NOT OVERLAP AT CONTROL JOINTS °O 3 MESH OVERLAPS SHALL NOT COIN(:IDE WITh PLYWOOD JOINTS �t 2 '} 4 MESH WITH GRID EXCEEDING 2" t 2" MALL BE REJECTED a: 5 USE OF FASTENERS OTHER THAN GALVANIZED WILL NOT BE ACCEPTED - -- r� R=14-0" F6I' WEXPANSION JOINT --�----_ ;6 SCARIFICATION AS SPECIFIED SHALL ALWAYS BE IN THE HORIZONTAL D'REC'10N � � -- --- _�,-__- FINISHED fL00k 7 INT. DR(WALT WILL ALWAYS BE INSTALLED r'R1OR TO APPLICATION OF STUCCO � - --`---�--------- ----- 8. DRYVIT OPTION : " \ I - R=9'-6" ENTRANCES SHALL BE IDENTIFIED NTH �- ( �1 11/8' PROJECTED 4'-6" 3'-O" 1/4" SAFFTY GLASS FOR DOOR /108 MANOR WHITE Nl i 2 SANDLEWOOU NEIGE STUCCO SILL D�11�pi1E �,yN yM��nam Tb 0"I A �� OR STICKER OF THE STANDARD ACCESSIBILITY LOGO, . EXTERIOR FINISH SCHEDULE RIGHT SIDE ELEVATION SCALE 1/4~ -0" NATIONAL ACCOUNT - I CAULK ALL WALL AND ROOF PENETRATIONS. i --------�� EXTERIOR FINISH 2, APPLY ONE COAT OF WATERPROOFING TO ALL HORIZONTAL STUCCO SURFACES �, • DRYVIT ONLY �" �y, r^r' CONTACT BRETT fl-;HER 415-9 1-1057 i SEE SPEC.FICATIONS FOR NAILING AND REQUIREMENTS FOR EXTERIOR GRADE V WW XX\ YY PLYWOOD G.C. SCOPE SUPPLY AND INSTALL VIA APPROVED DRYVIT INSTALLER AB Ag A8 4 STOREFRONT MATERIALS, ALUMINUM FRAMING VISTA WALL JAM BERRONG 800-869--4567 ---- --- - - - ---- 5. CAULK ALL WINDOW AND DOOR FRAMES AT r FAD, SILL AND JAMB (EXTCRIO(' - - AND INTERIOR) 6 STUCCO FINISH TO BE " LIGHT LACE" AS SPE IFIED BY THE STUCCO MANUFAC- TURERS ASSOCIATION. ALTEPNATE:"MEDIUM D kSH", MACHINE APPLIED, 12 TYP. -- --- 7 ARCH RADIUS DIMENSIONS ARE GIVEN FOR ( _NERAL CONTRACTOR'S REFERENCE SHEET A13 FOR AWAKING AND/OR ONLY. `\ FRAME SOFFIT DETAILS _ -'- 8 DOUBLE ROMAN CONCRETE ROOF TILE TO BE TFRRA COTTA FLASHED 1 - - FROM THE FOLLONG MANUFAr,TURERS 1 "--"12X8 TRIM LIFE TILE WESTiLE FRAMED SOFFIT -- -- ------ - II-'7 Q nolcuL RIALTO CA �- L!TTEEION, COLORADO SEE A13 FOR �J I�9V -- ----_PREFAB AWNING oRAwr� or ---- TEL. (714)82 4407 TEL 1-800 433 8453 ANNG OPPON -`"`� _ _ FLORIDA ---- - _- - --- .�-_ - -- -- - "_- r*+EcaEu BY O ON 2X ATM(81X3)676-:405 MONIER TILE TV ,� �� -� - — - - - / `STUDS ND 3/8" EXT . 9UILDW r� CORONA, CA. �/ -_ ;RD. CDX PLYWD., OVER " TEL. (713)371-2634 TEL (714)737-3888 ' CASA GRANDE,ARIZON 1 3.4 SELF FURRING METAL M 70H LATH & 2 LAYERS GRADE O TEL.(602)836-8100 ATLANTIC REGION - - D PAPER BALTIMORE EXPANSION JOINT (TYP ) --'""-_-_-- ---"-' - TEL. (301)335-8822 _- 4 - - -'�-` 00 _ _ - _ - SEE SHEET A-3 FOR CD,o WINDOW SCHEDULE 9 WOOD TRIM ON FASCIA TO BE "C SELECT" (1WP-CHOICE) S4S. - --- -- - - FXPANSION JOINT PROTOTYPE ISSUE DATE FINISHED FLOOR 6-4-93 SNEE T NUMBER GENERAL NOTESL EFT SIDE ELEVATION SCALE: 1/4' 1'-0" N = A7 PACIFIC HWY., 11635 BLIP 94-0165 180F56 I IF THIS DOCUMENT IS LESS I I I1' 11�TjTI P 1 J' j1 ' 7 TIZ c 1TI7Vl7j1jT[l,Tq7-ppjIIl TT T7TI l� 1T I1995�s_ � _--__ ��__-_._ V ---LEGIBLE '1HAN THIS NU7'A'i'ION, - 8 __ lU__ 11, � 1G AUGUST �0 IT IS DUE TO THE QUALITY OF - THE ORIGINAL DOCUMENT. F A3Z 1,11111 �z ---- - -- ____IIIS ZtZ Zi 8t9SIZi I_yl ti �I� Oji L �! Q �n,111111111I till III I IIII�IIII Ill�lllilllll�llll IIII Ill TT illlilll�lllll�llIlllllulll�IIIII�III llllll l Ilii llluull I I 11i11111�Lt1 Ull1 ► IlllrJl �WIWIII! �11111111�1111IIII�III I �1 llll r /___ ----H.V.A.0 UNITS D SEE M3 ------ - AID / 3 PLY BUILT-UP ROOFING ........ ..»....................... ........... . ... ....n..---......_ A10 / OVER 3/4" CDX PLYWD ---- ---- ---- - - ---- BJILDING ENVELOPE MANFATORY MEASURES -- -- I \\ { 1/2 +Y6'-10 1f/2" i j - ! TOP OF PARAPET INSULATING MATERIAL SHALL BE INSTALLED IN ANY BUILDING ONLY IF THE V4'17 TOP OF ARCH _— I j i c_ INSULA'f1NG MATERIAL HAS BEEN CERTIFIED BY THE MANUFACTURER TO 1 �A6 COMFLV WITH THE STATE QUALITY STANDARDS FOR INSULATING MATERIAL h CURB AT H V.A.C. UNIT \ I = R-30 FOIL FACED ALL INSULATING MATERIALS SHALL BE INSTALLED IN COMPLIANCE WITH INSULATION O CEIL.INi, THE FLAME SPREAD RATING AND SMOKE DENSITY REOUIREMENTS OF - - R- 10 FOIL FACED - - - - - - OPTIONAL t INSULATION -'� ! (EYP) SECTIONS 1712 AND 1713 OF THE LATEST UNIFORM BUILDING CODE PREFAB ARCH .......... `` APPLICATION OF UREA FORMALDEHYDE FOAM IS PROHIBITED A FOUR MIL THICKNESS PLASTIC POLYETHYLENE - ». - `' — _ '-""• _ _ VAPOR BARRIER, OR EQUIVALENT PLASTIC SHEETING VAPOR BARRIER,SHALL BE INSTALLED BETWEEN THE FOAM INSULATION AND THE INTERIOR SPACE IN ALL APPLICATIONS. R-19 FOIL FACED INSULATION O ViALLS WINDOW HDR --� : I I I ;EYP) MANUFACTURED DJORS AND WINDOWS SHALL HAVE O,IR INF LIBATION RATES CERTIFIED BY ,yTHE MANUFACTURER AS NOT EXCEEDING -Y--.._...... _ WINDOWS NONRESIDENTIAL DOORS ' \ { ~'� " --ROOF TRUSSES � ' SEE FRAMING PLAN � (chn/.1 of (ci,ll/fl �f �--,—} ip ---ETT door area)STOREFRONT A B 2' X 6 STUDS sosh aak)__ T-BAR C '_INGGLAZING _,A 1"2 0 16' O.C. TYP. MENU BD sliding, swing' swinging idouble door) f CONC SLAB ( 91e ) : FIN FLRi _ ? " '-'— _ `— i _.—i_ --r--- � —_. 0.37 0.37 I U i SITE-CONSTRUCTED DOORS AND WINDOWS, EXTERIOR JOINTS, AND OPENINGS IN THE BUILDING �r ENVELOPE THAT ARE OBSERVABLE SOURCES OF .AIR LEAKAGE SHALL BE CAULK ED,GASKETED, WEATHER-STRIPPED OR OTHERWISE SEALED t °.................. .......................... , mop will, V-13" t LOGITUDIN AL SECTION ZZ SCALE: 1/4" := C ROOF CQ;CKET B I• ......._................_..............._ .. _ �1 +17'-4 1/2' — ROOF DRAIN A OVERFLOW �TOP OF PARAPET CANT STRIP __��` 1 . ____ __ 174 I = I TOP OF PARAPET i i + DUCT & ROOF RAIL \ 3 � �3 PLY BUILT UP ROOFING : OVER 3/4-UI CDX ROOFING SLOPE -R-30 FOIL FACED INSULATION 0 CEILING SLOPE \. \ _.FRAuEO ARCH (TYP) 14 FRAMED ARCH -----fes e - - _ +10'-4 1 2' AN I -t{-- ' TOP PLATE TOP PLATE Q 2" X 6" STUDS I +8'. 6' z O 16' 0,C, TYP. _ 0 I i -�—WINDOW HUFi. � ROOF TRUSSES -- +6'-8 1/2" �^ iCIO t _ MENU BD. SEE B/Al2 -4—GYP RD. CEILING ��T-BAR CEILING 2" X 6" STUDS i \� - DRIVE-THRU WINDOW � \ _ 1 O 0 16" O.C. TYP _ T-BAR CEILING i -- 1-2' a: X ' STUDS (INT OF W TION 6 l i -- � (MTERIOF; WALLS ONLY) w� O 16" O.C. TYP. R-19 FOIL FACED —2" X 4" fUDS 0 15" CC TYP � 61 Uj INSULATION 0 WALLS R-19 FOIL FACED �mnrrnn. r ""1' v , vncGLAZING wv i (EYP) INSULATION 0 � E s CON C. SLAB WALLS TYP. CONC SLAB '- _j ! r� W 1 v i FIN. FLR. t - �-'� -- : Z 0 • I TRANSVERSE SECTION WW SCALE: 1/4" a I' TRANSVERSE SECTION XX SCALE: 1/4" _ KA WNS jA10 _� ,,...._.....,.........................»......� H.V.A•C. UNIT SEE M3 -- ---- —_ __� — +17 -4 1/2" -! -- -TOP OF PARAPET — - ----------------•1 f� ROOF CRICKE T ROOF CRICKET — -— ` I �"` _ — - O H V A C CURB 0 _ - t R-30 FOIL FACED INSULATION F10'-4 112' PREFAB I - - -- — , TGP PLATE —� AWNING PREFAB ANWING GL.ULAM BM. 1 -- --- ---t--GLULAM BM. DRAYM BY I i CHECKED BY: i I WINDOW t�i.iuw TrYK wlNoow —� __--� 2 X 6 STUDS M 7 0 H 0 16" 0.0 W/ CONI:. SLAB '�-�~ R-19 FOIL FACED FRAME INSULATION 'YP FIN. 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GR PLYWD 3/4' PLYWOOD BENT TO PADIUS ,I ,' ON SLOPE - 2-LAYERS 1/4" EXT GR PLYWD / I BENT TO RADIUS TOP OF A-RCH FRAMING - 3/4" EXT. GRADE PLYWD. 1/2" EXT GRD. \ _ 1/2" EXT. GRD COX PLYWD. 3/4" EXT GRD PLr�ND 3/8' EXT GRD. CDX PL(WD CUX PLYWD \ SIGN CAN SEE CUT TO RADIUS TILE ROOFING 3/4" PLYWOOD ON SLOPE CUT TO RADIUS ENTIRE FACE OF ARCH / �, - 3/8" EXT GRD. ADX PL(WD --�` _ -- 3/4' PLYWOOD \ SHEET #A13 ENTIRE FACE OF ARCH / --10d 0 6. O.C. STANDARD �E \ FUR HEIGHTS STANDARD FIELD FRAMED APCH TOWERS FIELD FRAMED F.RCH TOWERS 3/4" PLYWOOD PRE-FAB ALTERNATE: \ / ,/ 10d 0 6" O.C. \ .ARCH TOWER PRE-FAB ARCH TOWER 10d • 6" O.C. � _ - PANELS PER SHT 05 J STUCCO SCREED l_ PANELS PER SHT. 05 ALTERNATE: do COUNTER IOd 0 6" 0 C 10d 0 6" 0 C SUPPLIED AND INSTALLED BY G.C. T TYPICAL { SUPPLIED AND INSTALLED BY G.C. 1'_2" 2-2X4 BLOCKING � FLASHING ( YPICAL) I y �---- ` TOP do BOTTOM FRY ST REGLET W/ VINYLOK FLASHING FRY ST REGLET W/ VINYLCr FLASHING RETAINER / \ 2-21,4 WOOD 2-2X CK CRICKET: RETAINER A13 - _- - -- - \g R-30 FOIL FACED � TAPERED 2x CRICKET SINGLE PLY ROOFING I \� `OCKING (TlPICAL) Ac 3/4' EXT. GR -SINGLE PLY ROOFING / A. -SIMPSON A-35 EA �. 2X4 VERT. EACH INSUL_. (TYP) 2X BLOCKI 2X4 VERTICAL OVER TAPERED 2x tc 3/4" EXT. TRUSS TO TOP PLATE \ SIDE OF TRUSS I GRD PLYWD. 2X BLOCKING EA. SIDE OF TRUSS A� 16" O.C. PER 2X4 VERT. EACH 2X WOOD BLOCKING 0 I � SIMPSON S ACH I AND 16" O.C. 2X BLOCKING — 8 LKG. BETINE�N \ � \ V/A-13 SIDE OF TRUSS ,\ r EACH SIDE OF 4X — I I TRUSS TO TOP PLATE I PER V/A-13 TRUSSESW 1 d 0 r 1/2" EXT. GRD. CDX do 16" O.C. PER WOOD POSTS-TYPICAL. I I TRUSS BRG HEIGHT6" OWim .C. TO TOP PLATES PLYWD. W/tOd 0 6" V/A-13 -� L !41V rh+10'-4 1/2" 4 LL I EL. 10'-4 1/2" — O.C. B.N. do EDGES k TOP PLATE 1Od 0 6" O.C_ R-30 FOIL ICW O 12" O.C. FIELD �/2" EXT. GRD. CDX / `TAX CONT. i \ / 1/2" EXT. GR. PLYWD. W/tOd TO BLOCKING PLYWD W tOd O 6" 2X8 BLKG. BETWEEN PLATE1(d 06" OC I - 3/8` EXT. GRD. CDX PLYWD. SOFFIT VENT 0 12 O C. BOUNDARY EDGES, 1pd F ACED INSUL. �� O.C. B.N. do EDGES AC TRUSSES W j i6d O 6" 0. I TO BLOCKING I \ O 12" O.C. FIELD SIMPSON A3� 2-2X6 CONTINUOUS 10d 0 6" OC. TO TOP PLATES 2X6 CRIPPLE STUDS PER PLAN ON \_ TOP PLATES (T�') 10d 0 12" O.0 FIELD I 4x6 BEAM \. 10d O 6` O.C. TO BLOCKI G 016' O.G. CONT. 6X40 LEDGER W/ SHEET A4. I I � 2X6 CRIPPLE STUDS ♦^ R-30 FOIL FkCEG 0 16" O.0 R-30 ICdL / SIMPSON A-35 EACH TRI- S 3/4- EXT. GRADE PLYWD. I I \� Vf HIGH POINT OF ARCH FACED INSUL. TO TOP PLATE CUT TO RADIUS I \ I BATT INSULATION ( ) z EL 8'-6" - FRAMED SOFFIT +A'-4" — 5 1/8" GLU-LAM I 5 1/8" GLU-LAM BM. 6x6 BEAM PEP DET. P/A13 — CEILING HEIGHT \- SM. SEE A5 FOR SEE SHEET A5 SIM.\ _ - - _ _ � � 2X8 BLKG BETWEEN TRUSSES 7/8" STUCCO OVER 34 SELF SIZE FOR SIZE p DETAIL W/ 16d 0 6" O.C. TO TOP PLATE FURRING METAL LATH, 2 LAYERS { 1/2" SUSPENDED VIN1L CLADA13 SECTION GYPSUM CEILING O 8 60 MINUTE GRADE D PAPER k ` I '-4" 2x4 BLOCKG. 0 24" O.C. 7/8" STUCCO OVER 3.4 SELF 3/8" EXT. GRD. CDX PLYWD. FLAT CEILING FOR WIDTH FURRING METAL LATH, 2 LAYERS & 2X6 STUDS 0 16" O.0 � OF' TOWER W/ LUP HANGERS 60 MINUTE GRADE D PAPER do / 2X6 CONT. PLATE R-19 FOIL FACED INSULATION EACH END I 3/8" EXT. GRD. CDX PLYWD. 2X BLOCKING O CEILING do 2X6 STUDS 0 16" O.C. NM 4 6X6 HEADER APPLY 30/ FELT OVER TOP OF ARCH LINE OF ALL WALLS-TYP. jh TOP OF DRIVE-TIIRU WINDOW FIJI ALTERNATE 3-2X6 W/ UNDER 2 LAYERS OF GRADE D PAPER 5/8" F.C. GYP, BOARD 2-1/2" PLYWOOD SPACERS Q .ALUM PASS-THRU UNIT FURNISHED �� 8 BY TACO BELL do INSTALLED BY C.C. TYP. WALL CONST. ''��r (SIM. DET. 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FLR. - \ EL 0'-0" — II d I 1/4T o o -- ' I II II • o o 00 --- SEE SITE PLAN %� .O c O o I II FOR SPEC. --------- I /" r--~'`J \ �"-�•SEE SH-ET A-2 FOR ARCH FOOTING BEYOND FOUNDATION & SLAB DETAILS ARCH FOOTING BEYOND DRAwN BY. _A�� \ CHECKED BY, SEE SHEET A -2 FOR FOUNDATION do SLAB DETAILS www TYPE M 70H FRAME JON NUMBER PROTOTYPE ISSUE DATT 6-4-"93 SHEET HUMFXR A 9 WALL SECTION SCALE, 3/4" = 1' WALL SECTION SCALE. 3/4" = 1._0.. B WALL SECTION SCALE: 3/4" = I' --o" IA PACIFIC HWY., 11835 BUP 94-0185 20 OF 56 I F HIS DOCUMENT IS LESS FP TTTTFTTn?'�.11 1 I �11 (T T �T11 Tr1�j LLE THAN THIS NOTATION, L L I I j I 6F7.11 g I " 10 I 11 7T71 1G AU�`UST 0 1995 . __ _ _ _ __�_ __l T IS DIJE TO THE QUALITY OF No.36 THE ORIGINAL DOCUMENT. Ill�llil�lllll�,'I�lI111�1 11 llllIII�IIII ll IIIIIIIII�illlll�111111111�11111111111 I l IIIII�J, 1111I.I 111 � . Ti [ 01 9 T310ue E 6Z L 9 Z Li �119t QI1 VT I116 IIIIIIISlllllllZIIlllilII � IIIj (lull Illl� 11 II l A q y �-- A6 A6 _- 7/8" STUCCO OVER, p• METAL LATH, 2 LAYERSi' - !' SIM. 60 MINUTE, GRADE D PAPER ��2 LAYERS OF 1/4" EXT GRADE AND 30/ FELT PLrWD. BENT TO RADIUS TOP OF ARCH & TOP OF FRAMING EL W-10 1/2" 3/4" PLYWD CUT --- TO RADIUS I I i STANDARD- FIELD FRAMED ARCH TOWER - ALTERNATE 4" X 8" LOUVERED VENTS PRE-FAB ARCH TOWER PANELS PER DET.A/r,6 PER SHEET 05. SUPPLIED 10d 0 6" O.C. ---.\ & INSTALLED BY G C - (TYPICAL) -1Od 0 6" 0 C TO � 22.go. SHEET METAL FLASHING ----- 10d 0 6" O.0 ----\ -- \ 36" EA. TRUSS HIGH ~""--�_� TO EA. TRUSS ` SINGLE PLY ROOFING ` FRY ST W/VINYLOK — � OVEF' 3/4' EXT. GRD. 2-2X4 BLOCKING SINGLE PLY ROOFING TOP & BOTTOM i 0/ 3/4" EXT. GR. PLYWD. �\ CDX PLYWD. SIM A-35 _ 1Od 0 C. T % 6 0 0 � tOdO6" OC TOP & BOTTOM DBL. TRUSS CHORD ; 2X4 VERT EA ` DET SECTION PRE-FAB SIDE PANELS 11'-4 1 2" \` 3IN LE PLY ROOFING TING Y`WOVER SIDE OF TRUSS ! / 6 / DBL TRUSS � 0 16" O.C. PER a 2X BLOCKING �— A13 HIGH (2A) i! EA. END 1/2' EXT. GR. - SIMPSON U26 - / r V/A-13 R-30 FOIL FACED R-30 FOIL FACED 0 EA. TRUSS SIMFSON A-35 --�-- - � A35 EA PLYWOOD NAIL BATT INSU , 10N Y . BATT INSULATION SIMPSON A35 EA TRUSS - TRUSS TO TRUSS W/ 10d 1TTP ( ) SI EA. TRUSS R-30 FOIL----- 0 6" O.C.(BLOCKED) SIMPSON I PSO TRUSS6 (TYR ) TO TOP PLT. r FACED BATTyl 3/8" EXT. GRD. CDX 6X8 BEAW - --- i INS. (TYP.) / PLYWOOD-PAINT WHITE \ Iti I TRUSS $RG. HEIGHT _ _ F � I AY3 T71I EL 10'-4 1/2" i _ � t/2" EST. GRD. PLYWOOD W/tOd 10d 0 6" O.C. TO 6" O C 0 EDGES & 10d 2-2X6 CONT. TOP PLATE CONT- 2` � -' tOd 0 6' O.0 TOP & BOTTOM 1/2" EXT. GR. PLYWD. W/10d 0 12" O.C. FIELD I — I - -- TO BLOCKING CHORD 0 6" 0 C. BOUNDARY AND EDGES, 1 D TO A 6' O C. 2X6 CRIPPLE STUDS O 16" O.C. � BOT OF ARCH � � TO EA. TRUSS SIM A-3 � t—� _ LG_HT ,f, 0 12" O.C. FIELD. (BLOCK EDGES) 2x6 BLKG. BETWEEN 2X8 BLKG. BETWEEN TRUSSES ' PREFAB AWNING W/LIGHT TO 2X6 BLKG BETWEEN TRUSSES TRUSSES I BE INSTALLED BY AWNING SUPPLIER '1/4" O GRD. PLYWD W16d 0 6' O.C. TO TOP PLATE 10d 0 6" O C. W/16d O 6" O.C. TO TOP PLATES � � 10d 0 6" O.C. TO �FRAMED SOFFIT t- - - f-- CL' TO RADIUS �- CONT. PLATES AS REWIRED EA. TRUSS TO BLKG. -- - J �� I I PER DET. P/A13 5 1/8"X GLU-LAM BEAM ----�� SEE SHEET pA5 FOR DEPTH � \�� / i I 0 FLAT WINDOW HEAD DETAIL \ / 7/8" STUCCO ON OVER 3.4 SELF _ - - - - - - - i FURRING METAL LATH, 2 LAYERS � `—. P / GRADE D PAPER ON 3/8- EXT. 1/2" SUSPENDED CEILING DETAIL P Al2 PLYWD. 2X6 STUDS 0 16 O.C. - 2X4 0 24" O.0 FLAT CEILING SEE PLAN AND SHEAR WALL SECTION A13 ( '1 FOR WIDTH OF TOWER _ SCHED. FOR PLYWD. NAILING ui AR-19 FOIL FACED ��i/� APPLY 30�I FELT OVER TOP OF ARCH 2-2X6 CONTINUOUS TOP PLATES BATT INSULATION V1 UNDER 2 LAYERS OF GRADE D PAPER � 2X BLKG. CONT. ' CEILING UNE OF ALL WALLS a TYP. WALL CONSTRUCTION OF 7/8" STUCCO ON OVER 3.4 SELF FURRING METAL LATH, 2 LAYERS r o GRADE D PAPER ON 3/8- EXT. 5/8" F.C. GYP. BOARD" ' PLYWD. 2X6 STUDS 0 16" O C. - b SEE PLAN AND SHEAR WALL SCHED. FOR NAILING 1/4" SAFETY GLASS DOOR RENSIONS 2X6 P.T.D.F SILL PLATE (TYPICAL) SEE INTERIOR DRAWINGS -----^ �----_ 20 GA GALV S.M. TERMITE SHIELD (TYP.) -�-- R-19 FOIL FACED - r I TC EXTEND FULL WIDTH OF WALL BELOW THE BOTTOM PLATE BATT I OIL FACED 20 GA GALV STL TERMITE SHIELD ----�` AND EXTEND UP THE INSIDE AND OUTSIDE OF THE WALL ,\ ---- (TYPICAL) ( A MINIMUM 6" I ",-FRY REGLET FND. WEEP SCREED NFWS-875 � FT -- -- TOP OF SLAB _-_ EL 0'-0" p - I ARCH FOOTING BEYOND SEE SHEET A-2 SEE SHEET A-2 FOR FOUNDATION \ ORAMM Br: FOR FOUNDATION & SLAB DETAIL I & SLAB DE(AILS � CHECKED Br I WI.Lft, TYPE ' M 70H FRAME JOB NUMBER PROTOTYPE ISSUE DATE 6-4-93 WEFT NUMBER CF0288 CFD263 cFc2e1 �� CALF 3j�" = 1'-r�" 10 WALL �. �.CT# ON WALT. SECTION SCALE 3/4" - 1' -0" E WALL SECTION SCALE: 3/4" = T'-U" PACIFIC HV�Y., 11F35 6UP 94.0165 21 OF 56 19T9 5 1 IF THIS DOCUMENT IS LESS 1LL�IT� T VITT fi T Tr 77 LEGIBLE THAN THIS NOTA'T'ION, 1L I �I-^h_4 I fi 6 I I 10 I 11 �l /AUGUST 30 IT IS DUE TO -� -- ��-_�. 1 THE QUALITY OF THE ORIGINAL DC'UMiNT. �1: �6Z 8Z GZ 9 9Z Z £ Z TZ Z 6i 8T GTi !I3L 9 £ jill ��III III ' IIIIiIIIIIIIIIIIIII IIIIIIIIIIIIIIII II I � I�II11►�. Illlll IIII�IIIILIIII�III�III I I111�I111�1111 Ilil�lllll IIII�III�ll�llll llll�llll�llll J1�111� 1111 I,••,� I INIII111W11W �L�l�� ►►ll,lliIIIIIII I ERAMII PAINTED GYPSUM BOARD 4 1/4" X 4 1/4" CERAMIC TILE (TYP ) \. i 111i I l'YN ) CERAMIC TILE:: 2 WATER FILTER SYSTEM _FRP / WOOD STRIPES END 31 8 0�' (84) <7 \ 8 ^ 4 , AT THIS POINT _- 7 % 93� 16 44 45 / 9 `54 - -- -- - --- -- ---�- - , - _ ----- _ _ —} IL__ F I --� I (PEN ---- - 4 STAGING SHELF BY G C I 57 - CERAMIC TILE (TYP ) - p — � y a I1. ' ^ 15 , •` �35/ -- KITCHEN ___ o -_J FO TILE INING t�n-- - - - - --- - r �o OPEN --� TILE ACCENT STRIPE G TILE - '--� O __ _ - r / «-- KITCHEN TILE o O I- 0 T j 23 FROM CORNER23 . . .. I I — 1 `--- - 1 - - --- �- - AA 6t3 �_ NAND SINK ABINETS BY G.C.-SEE l 3 OPTIONAL - BRACKET TO WALL RRY g VI �; 0 q� , DETAIL C-Al2 �-QUARRY TILE \ � Tll_E/MARLITE �i �14/ 96 30 8 PER DET. D/A < l 4 25 QUA TILE ❑ 29 1 95 18 13 PRO OED 1 0 1A `,. • 1B , - TO CORNER f �s' HAND SINK ❑ l BASE (TYP.) BY G.C. �5 WARRY TILE BASE (TYP.) COVE BASE TYP. WORK AREA 104 SERVING AREA 102 REINFORCED FIBERGLASS PROVIDE WOOD PANELS WITH MOULDING BLOCKING FOR ELECTRICAL PANEL" ,FRP PAINTED GYP BD 1 I iP) BRAILLE RESTROOM SIGN (WOMEN) i STEEL LADDER CERAMIC IILES /SEE DINING ELEVATIONS FOR MENS BRAILLE SIGN r 9t 91 / 40 \40 FRP 40 68 8 1 0' � - � ACCENT � v I STRIPES - -- -- L FRP - I -- - ---- � . . SEE SHT A-3 _ , ? a ° FOR DOOR AND I -- -� 22 GA. STAINLESS STEEL - I I — -� \ FRAME FIMSH ® ' OVER 1/2' DURROCK _ _ (22 CONCRETE BOARD BY GC OPENL GA I -- . - ` --- - 23 STAINLESS -_ TILE/MARLITE 01 STEEL BY G C �— J T - - 0 1l WAINSCOTING —T - ---- v ° I QUARRY TILE -- ------ QUARRY BASE PER INTERIOR �- DESIGN SHEETS QUARRY TILE (�1 56 19 A6O QUARRY TILE 97 94 79 2 48 11 r� <27 92 1 ❑1 2 28 �2� BASE (TYP.) 63 ('� 63 28 2 L! BASE (TYP.) - I �, ►-� CORRIDOR 111 KITCHEN 103 EMPLOYEE ROOM 110 4 1/4" X 4 1/4' 4 1/4" X 4 1/4' CERAMIC 4 1/4" X 4 1/4' TILE ACCENT STRIPE CERAMIC TILE (TYP.) �. r--- TILE ACCENT STRIPE TILE (TYP.) -�� 4 1/4' X 4 1/4' CERAMIC CERAMIC TILE (TYP ) SEE SHEET ID-2 SEE SHEET ID-2 T1LE (TYP ) "-\\ ss ) ( , SENSOR - -- TRANSFORMER 68 L_ 1 i 2' 0" - CABINET _-- C) <C50 Ox ao O am - - 2-0" • 36 -- `� uj Oil _ 41. ' Q 3 it ❑ BASE. (TYPE) OUARRY TILE � (�4 ls� 68 0 �� ❑ 52 68 0 ❑ ❑ 4a: � BASE (TYP -_� ❑ �' WOM EN S RESTROOM 108 MENS RESTROOM 107 ar w WATER HEATER III- W1 DRAIN PAN _ _ 15'11` / �`�- *"2- 15'-2' � � ,FRP BOSS/TACO CABINET FRP FRP SEE M�Al2 2-2 7 EQUAL SPACES OF -2' ` SEE DETAIL ON E3 z �fRP (TYP.) /-TRACK SYSTEM FOR PLATFORM IRP _ _ 11 8 69 ... 86" POST -� 86" POST DETAIL �� - - •� REvf9oN5 1 - - - 74' POST ; I \ I r — — ^`COOLER WALL �:� II I I I I 9 I I I I \ -� EMS - J SEE DETAIL I I/F I / GYP BOARD FIN -- ao ' ON WALLS P"HIND I I D/Al2 a, COOLER WOOD STRIPE " IC7 - - _ SEE DETAIL G/IDI / / I 1 ��- 3 0 � t- 4 l - I I I I _� , — i _ -- - --- - -TELEPHONE ' �� i TILE PATTERN TO BE SUPPLIED BY - _ _— T NARY - / 2 \"QUARRY TI'.E c 2q` , TD -� - I.ATCO TILE CO. CONTACT: DAN r,� 11� 28 2�` a 28 2 42 (�1 2 �8 a PANEL 1 -0• STA 10 99 `STATIONARY <10> ❑ 98 `� BASE (TYP ) ` ❑ "'QUARRY TILE ❑ JACKSON (912-964-7563) I { L"1 MOVO dLE 0 Q BASE 1rYP) PANTRY 106 CUSTOMER 101 OFFICE 109 SEE DETAIL ON SHT ID-1 SHROUD BEHIND SHROUD ON SIDE ` T to 2 --BRAILLE RESTROOM SIGN (MEN) i FOR BRACKET SUPPORT 10 11`,� 11 10 T � -- / / BOTH UNITS -F``\ �- ROOM FINISH SCHEDULE (A3 SHEET) nRAwH 61 I -U ' FOR WAIL FINISH r� �:+E:'kL.O 8r T- ( 02 2 M 70H FRANIF ATSTRIPES END S POINT � _ � PRn,TC,TYP4_ ,cSl�f C4tF 1 r \ I • L _�J ` _ ==_ .---_-J l ,002 __- Q 6-4-93 �-- BROOM CLOSVI (SEE SHEET A3) _ QUARRY TILE BASF PER Q ACCENT COLOR t�ZEL FINISH SCHEDULE(SHT. A3) \ ��` ❑4 TILE OR MARLITE WAINSCOTING \.- - -- ►+ECT ►+uME1ER 41 INTERIOR DESIGN SHEET`. COVE BASE AT STRIPES (TYP ) FOR WALL FINISH --__R ��--- (OFTIUNAL) DRINK STATION ACCENT STRIPE i All KEY PLAN DINING 100 � PACIFIC HWY.,11635 BLIP 94-0165 22 OF 56 I F TH 1 S DOCUMENT IS LESS _7T�'P I TIT T I J i l l TT7TI��TT?Tf� �� T1 T Tm�jT 11 f�T(T17�p' 1i T 4� � I�YTTi I1� 1 q�U(�(�ST 301995LEGIBLE '1'11AN 'PHIS NO'1'A'I'ION, 1� "1IIZL_� IIIf --I 1 -- — it 1� IT IS DUE '1'0 THE QUALT'1'Y OF No.38 e'��" II THE ORIGINAL DOCUMI M'• TZ Z Rl 9I III1I111�111�11 � 'I I� �� I � I 'llI1IlIIIIl1�IIIlIIIII�II� II�IIINIII � IIIIIIII illllllll�llll�l►�►�Illlillll�lllllllllllllllllllllll�lill� i �Il(Ili►III IIII�II��IIIiI�II�IIIIII�IIIIIIII►II►►I l►\I Ill ►l 1�11�1L►llllll�llllllll X11111111111111 H 1UCCU ON Y� / ,!`�� 5/0" GYP.BD. I 7/ `� i I I 15'-4" LIE IAL i.ATH 15/ �•� I 1 _� _ __ - I l I &. 1/2" EXT �-- --ME1AL 1 1 4 1/2" 15'-2 7%16" 4 1/2" 7/8" STUCCO ON METAL ' GRACE PLYWD - -'--�_ TRIM _ - -_- _ - - - - -- - - - - -- , - - - - -- -- -- -- -- _ _ -. _ LATH, 15/ FELT k 1/2" - - - -� EXT. GR PLYWOOD 5/6" F C GTP BU CEILINU z �\ DOUBLE STUDS AT JAMB - - --- L - ._ - _ - - - - 2`X6" 0 16' U.C. - 7 fat Al �ORNFR AND HEAD 1MTH ANCHOR ------RECESS CAULK L=-- / BOTH SIDES G.C. TO PROVIDE STRAP BRACES TO CONT BLKG. / 5 3/4` X 2" METAL SECURE WTR/HTR I \ ' -�--- -�"-1 3/4"x4 1/2" ALUM ` -�_�____� I 1 ' '4• EXT GR PLYWD -�h- -� -'�2-3/8" ERT GR UT TO REQ�D ARCM FRAME 4 2" __ __ -- -- ---- _ _ — _ — — — — - - — _ - FRAME W� 1" INSULATING .] � L-- - -- - � (-)- -- -- -- -- -- `, � Pt YN[1 BENT TO GLASS - REQ'D ARCH WOOD DOUN 2" MIN -SET WINDOW FRAME IN - 2x4 STUD TO C AULr - MASTIC/SEALANT _- C(kLOW SLOPE METAL CORNER & TRIM \ '�_ METAL TRIM v w 14 IV / ---_ A PER DET. B/Al2 2-2X4 STUDS )EE DIVISION 8 OF SPECS - ��METAL FLASHING CONNECTED TO FUR WINDOW DETAILIr:G RECESS CAULK 5/8" F C GYP BD ON BOTH SIDES -- - CULTURED TILE/ ROOF STRUCTURE BOTH SIDES OR GOBLIN TRIM � \ At UM WINDOW FRAME BY SEATING VENDOR .1 NOTE: -- .._CERAMIC TILE/MARLITE WATER HEATER �--�Vi- - --�--_- M •,' SEE ROOM FINISH SCHED. ',- FINISH OVER 5/8" DRAIN PAN PLUMB �� NOTE: F C GYP 80 fO MOP SINK. r I 3/4 I r6 S/8" AND INTERIOR DESIGN �- FRP OVER - MENUI BOARD IS TO BE CENTERED ( r \ Al" SHTS. FOR WALL FINISHE` _ 3i4" PLYWOOD _ ADI_ '. vN KNEE WALL. 33 1-1!2._1,_0. A`ii —,��--- i- 1/Y�1 _p• � 3.�1,�0. D'19 00 T W HEAD /SILL P 2X4 WOOD . . , - JAMB AT MENU BOARD E ARCH WINDOW FR m c A YP. INTERIOR DOOR S WINDOW JOISTS 2X4 WOuD -7,. _ CLEAR 2X4 STUDS 16" 2•x1;"/20r A � 2X4 KICKER O 48 PLATE __-- -_T��--- O.C. CONNECTED 0 ROOF S1RU(T. 4// �ST21(2x2 TIE 2X4 LAID ACROSS 1' TOP OF TRUSS ----- PLASTIC LAMINATE ON SE(_T_ION- B FRP F�NISH BOTTOM CHORD / 3/4" PLYWOOD (* 45�! PAR11CLE BOARD "HEADER - SEE PLAN 2X4 -'' SE VIS 1X3 CLEAR WHITE PINE WOOD 'CL . EACH END AND ENTIRE STUDS C " / % BACK -SHIM �-1/2" EXT. GRADE ;� G / � - PLYWOOD -CONT 2X4 BLKG. / 1 3/4`x4 1/2" ALUM. FRP OVER 3• FRAME W/ 1" INSULATING 3/4" PLYWOOD �\� _ _ 1 3/4" x 4 if2" ALUM FRAME, --- v /Q - ._j '� _�1 T7 I" INSULATING GLASS SIDE LtTES `KI fCHEN CLG. AUIK - _ f GLASS 2X4 WOOD -- - _ — BY GENERAL CONTRACTOR ` -�"-SET WINDOW FRAME IN N \� /� MASTIC/SEALANT JOISTS ` \ METAL FLASHING 2'_7• GYP. BD WALL WITH FRP. 3/4" PLYWOOD OR 45�t \ ,/. FRP FINISH - DRIVE- UP WINDOW UNIT ;' LOCATE BLKG. AS RE:O'D PARTICLE BOARD END ? `� 7/8" STUCCO OVER "QUICkSERV" MODEL FM--I "' cr J' \ `" TO MATCH LAGBOIT HOLES. SUPPORTS WjPLASTIC TILE TRIM - "'' \ METAL LATH do 15M Sl1PPUED BY TACO BELL do _ r / LAMINATE SIDES AND �""'- �•�^FELT. INS i ALLED BY GEN. CONTRACTOR - I - \�(4• —'CONT. 2-2X4 FRONT EDGE FOR FREE --7/8" STUCCO ;F:C TI ON A MLCOR" NO. 15 - _ STANDING COUNTERS ----1- 3/4" EXP. JOINT 2 EACH 2 1/2- X 2 1/2- CERAMIC TILE OVIII 5/8" \ CONT. 2X8 X 5/8" ANGLES AT EACH F.C. GYP BD \\ CERAMIC TILE END SUPPORT I l 1 S EGA �o 1"=1'-0" AD141 1 /2'=1'-0" AD122 �I 3/4"-1'-0` AD135 1-1/2"=1'-0" Au114 1-1/2`=1'-0" At;:' '1 ADi12 1 I COUNTER T DRIVE-THRU WINDOW 0 WATER HEATER SUPPORT M EXPANSION JOINT J DRIVE-�THRU WINDOW F MENU BOARD B CERAMIC TILE 2X4 WOOD STUD NOTE. -,/ PLASTIC LAM. (LP-1) ON v 7/8" STUCCO SOCTIT �"LAY-IN CEILING WALL. SEE SECTION \ SET SAFE ON TOP OF 3/4" EXT GRD PLYWD. 7/8" STUCCO -�. � \ � FLUOR 11LE. DISTANCE Q 1X4 \ �_ NOTE: /�- FROM FINISH FLOOR TO \� BOTTOM OF COUNTER TO PROVIDE THE FOLLOWING METAL TRIM F.0 GYP BD. '"-SHIM - i 2 \ BE 2'-7 1 2" HARDWARE FOR EACH. PLA"ITIC LAMINATE ui `` METAL TR!u — 1 a-- / CABINET DOOR: \ i METAL CORNER ; 1" INSULATING GLASS SAFE TO BE ANCHORED 2 EA, STANLEY 158'3 ~ \ / I TO FLOOR BY MFR.: HINGES - - - - - - / 1 3/4" X 4 112" ALUMINUM �"�'7/8" STUCCO OVER GARY SAFE. 1 EA STANLEY 4482 F- {L CAULK -� ! / / I METAL LATH do 15N — % FRAME \ ATTN: DIAWA DUNN KNOB — N 1 FELT (213)376-3418 1 EA. STANLEf SP35 1X2' HARDWOOD W r / HOLLOW METAL DOOR I I MAJOR SAFE' CATCH FRONT FRAME RECESSED CAULKING --�"" AND PRESSED METAL 1 � TTN: JERRY RENFRO INSTALL CASH �' � 3/4" EX1 GRD. PL1'WD. DGEBAND AT ;HIM AS REO'D FRAME �, I N (213)724-5880 DRAWERS SHELF I ASH DRAWER OPENING n 1X2 CONT. LEDGER SAFE 1X2 SHELF SUPPORT x OPEN BACK- '`\� AT MULLIONS �' PROADE PLASTIC ~' WATER HEATER SHFLVESTWLASTC � LAMINATE BACK WHEN � PLATFORM ABOV1 __ - - - - - __ - _ _ \----.- 1 1 EXT. GRADE QUARRY TILE TO BE MINI LINE NOT / LAM (TYP HEAD HEAD PLYWOOD `CONT.UNDER SAFE INSTALLED - �— ------ -- � � �- , �.:-z---yrs-• 3,'4* EXT ARD 2-7" � PLYWD DOORS AND ,-_ _ �5' + CLOSURE PANELS HOLLOW 1aC I AL DOOR i _ _ __W ATI AND rRESSED METAL _. `1" INSULATED PLAN VIErV - FRONT BAG'h� DGES TEMPERED fel.ASS - FRAME SFE DETAIL SECTIONS ABOVE , NO SCALE AD213 2X6 BASE t"=1'-0' NARROW STILE ALUMINUM PD203 -� t',1' p• AD113 3"=1' 0• AU1:9 - a x DOOR AND FRAME ---METAL THRESHOLD -METAL THRESHOLD 11 MOP SINK N TRIM K SAFE INSTALLATION G WORK COUNTER C --- QUARRY TILE FINISH QUARRY TUE FINISH r NUTS. _ =014 CONCRETE SLAB ON CONCRETE SLAB Q s -�� o a p V v NOTE. THIS SHELF SUPPORTS A MACHINE THAT VIBRATES. ALL DASHED INFO 4X4 OAK JAMB 6Y SEATING -`� _ 0 o c pRE MOLDED EXP --`1"`--i RE-MOLDED EXP. SUPPORT WALL TO BE LAG BOLTED TO SOLID BLOCKING COUNTER TOP SUPPLIED AND o . . TO BE SUPPLIED & VENDOR, STAIN TO MATCH hJINT • d +1 a #.,I DINT BEHIND WALL W/ MIN 3 '-A. 1/T DIA BY 3" BOLTS. BULLNOSE INSTALIEJ 8Y SEATING VENDOR ---- ____�• __ INSTALLED BY COON TER SEATING VENDOR LAG BOLT TO SILL I WALL W/ 1/2"X6" Bars `� - ----- SILL ,�--STAINLESS STEEL SHELF � 3/4"x. (2)2X4 WOOD FLATS -------___ 2X4 C0IITINIJUUS (3) 1 j 4"o x 1 112" BY E0. SUPPLIER -- LAG BOLTS i 2 1/4' I 3'-2" INSTALLED BY G.C. I S/8" F C GTP BU 71, 1 2!�;. I� m 1 (DOOR WIDTH BACK MAGNETIC LATCH AND \ QRAMM 9Y _ 3' I STOP By SEATING VENDER __. 1 i2" PAINTED PI YWD. 81' SEATING VENDOR CHECKED BY METAL TRIM 4x4 / CAULKING DARK TU n _ / I BY COUNTER DIE TILE TO BE \ (NADWG PE RECESSED CAULKING — FRAMING NG RONZE ALL AROUND — \ ' — — — — — — ` — -' _ — — \ `� GC PROVIDED G G C TCO)OUNTED _—r� \1` 1 �/2" X 1 1/2" ANGLE \�` 2 LAYERS 3/4" PLYWOOD f- C)rl BACkINC, BY LATCO ) M 7 0 H ----- �-------LAG BOLTED TO 2-2X6 SSS -��-METAL TRIM PLATES W/ 4-1/2" DIA. K ` I ----- ------------1 FRAME . -NOLI 'YW METAL DOOR �.=.'= 2XZ1 WOOD BLOC<.ING ---- �' �----•-"`� BY SEATING VENDOR • 4'-0 O.C. AND PRESSED METAL 4• LAG BOLIS - /OTON 1U6 NUMWR FRAME - - ALUMINUM DOOR AND ` - --- /4"0 X 1/2" LAG BOLT " 16" GAP f --"`� --- EA. SIDE HANGER HINGE CO. 1/ C�>7 f I 5/d'TYPE"X" GYP BRD.ON JAMB METAL TRIM FRAME _ (MAX) �' "'`----_ 159 VICTOR ST ( HINGE COUNTER DIE (?N_ + �� 2X4 WOOD SUDS O 16" U.C. _ •^ --_. '/2' EXT. GRD. FLYWD ST LOUIS,MO 63104 qO,� i 5/8 GYP BD --- , l� ~- - - APPLY FRP FINISH ALL EDGES NOTE: - — 7 1/2" r SHALL. BE J BEAPF.0 PROTOTYPE ISSUE DATE --r-- 1-800-325-999 BEAK ENTRANCE DOOR FRAMES TO MAX --- -_ Ftp' OVER 5" BULLNOSE T111� BASE _ - NOTES FAX 314-772-44(`' 8-4-93 9/� 5/8" F.C. GYPSUM � 4" . . � SEE SHEET IO2 1 G C TO PROVIDE. KNEE WALL SUPPORT AND COORDINATE WITH SEATING V BE ANCHORED WITH LAG BOLTS JAMB WALLBOARD AND 1/2" 30 1/2 - � ice- 2X6 STUDS. �• 5• a 1/2" DIA ANCHOR BOLTS JJ VENDOR TO PROVIDE AND INSTALL COUNTER TOP SffEET �Ilr4�EF INSTO JAMB AND HEAD STUD. ! -- --- -- - _ - ---rj AT 4'-0" O.0(BY G C) - AD132 I-1/2"=1'-0" I 1 i t "=1 AD1(x0 - fir• - I 12"=1'-0" AD''17 SCALE 1'=1'--0" AD216 r Al2 G EXIT' DOOR U ALUMINUM DOOR R CHOPPER SHELF 0 DOOR COUNTER PLAN H SERVING COUNTER DREAR u ✓' PACIFIC HWY., 11635 PUP 94-0165 23 OF 56 i IF THIS DOCUMENT IS LESS I T i[ T� ,F TTTT I TTIT�IT� TTfT T�T��TTT�}T ITill-r�rMT� .. r T ,fit 1 rTTrm t I � 30 1995 1 fi 4 0 1 g I I 10 �_ 11. I � AUGUST LEGIBLE THAN THIS NOTATION, � _ —� — —_� � _l_ �__� IT IS DUE TO THE QUALITY OF N0.3e tj�f=-- THE ORIGINAL DOCUMENT. �Z HZ Lu fill, Z i E1I Gt 9t 9T �T £t Zt Tt TL _ 9E�i i I I f ' I 1 I ll�lll11 1111 llll�tlll.,lll�llll IIII�IIII IIII�IIII ll IIIIIIIlIII1l�lIIIIIIII�IIIIIIIII�III�I�IIIIIlli.Il�1.111�llllllulll�ll�llJ�lif'lllllllll�llll 1111114111, I -- —"--(2)2X6 CONT �1-- TOP PLATE FASCIA CAP: --`--------`, r 6,. _ BACK NAIL IN A BAl K NAIL IN -`(2)2X6 CONT. 39 1/8- 8' �--2X6 CRIPPLE STUDS MASTIC BED - A MASTIC BED 2X6 OR 2X4 HORIZ TO NOTCH BEAM AS TOP PLATE BEYOND / \\ "`� HOLD HOLD A!3� ' bH:K OF TOWER FRAMING REO'D F012 FULL I O 16` O.C. SIMPSON A-35 -----�` \ BRG --MSTI 26 BENT ---- SIMPSON A-35 - - AROUND C09NER �\ � - -- - - _-- • 24" O.0 r r�SHEET METAL 7r O 24' O.C. N 2X BLOCKING'�` I v. I 1 FLASHING \ I "' SHEET METAL — "' SEE ARCH SECTION _ \ \ \ 2X8 WOOD TRIM FLASHING FOR LOCATION OF 1 ) I 3/4^ EXT �� `�__-- 2X8 WOOD TRIM HORIZ TIE TO BLDG x - - - --- _ \-- --- --- G3/4" EXT. R PLYWD GR. PLYWD �- 1 \ (4X6 O p�THRU) -- `------ — — I + + 1 + + I - ! 1 / `, SIMPSON HUC610 _.-- 6X8 BEAM CONTRACTOR IS �_ -� (HO, 46 O L' TH(tU) _ _ --�"-`--STUCCO SCREED/ A35 & A35F BEAM TO bt 4M I _ I REVEAL. RESPOIISIBLE FOR �--� STUCCO SCREED/ J TRUE S•)OARE LA rERS OF ��-- 5 1/8"X15" GLB ! r FRY REGLET CORP REVEAL. — INSTALLATION OF FRY REGLET CORP 3/8" PLYWOOD — < (SEE PLAN) I + + 04 FPM-75-150 1'X TO ACCEPT FPM-75-150 '� A13 - AWNING. SHIM +- + n -' `- FCC 5 1/4'-6 _ ._ � • -�'� � • CONT. 1X4 PAINT AS REQ'D W/(4) 3/4' DIA. M B I _ ` 1/8"X15" GLB -V�i CONT 2x6 TO MATCH STUCCO - 6X6 /1 U' POST -----.�__ _ W/(3)16d TO TRUSS iZJ (SEE PLAN) \ 2X CRIPPLE H Nom Ata --�- ECC 5 1/4"-6 7/8- STUCCO OVER 3.4 ]/4" EXT GRADE 1` MAX -----CONT 2X6 4X6 POST� -�---- -W/(4) 3/4' DIA. M B SELF FURRING METAL LATH. PLYWOOD, PAINT WHITE W/(3)16d TO 1RUS:) (4X4 POST O D THRU) - SIMPSON A35 OR A3SF 6X6 01 DT POST 2 LAYERS 60 MINUTE GRADE / ----.-------PREFAB AWNING EACH SIDE TO SILL PLA D PAPER OVER PLYWD AS I" X 4" NAILER AID li" NO SCA:E AD101 NO SCALEAG201 SPECIFIED FOR 3'=1'-0' A0200 SING 1'=1' 0" Ap21y CORNER CONFECTION U GLB-POST CONNECTION-----LQ FASCIA W /O AWNING M FASCIA W/ AWNING ! ARCH FRAMING JE LA 3/4" PLYWO S;a-PSON A-35 J-BOX BY E C. -SIMPSON M>T--37 i r --- - '` I' E PLAN E2 �- ��---tOd O 6" O C Ea'H TRUSS / --112- \ FOR LOCATION PLYWOOD PANELS BETWEEN TRUSSES HATH ,� \ - , NAILING PER A2 ON SHEAR WALL SCHEDULE ------2X8 WOOD ThIM i � FQuA!_- - EQUAL / '� \ \ � \ � \\ /�' '��2X8 W'lup TRIM '- CONT, 2x6 W/3-10d \ \ / N CONT, 2x6 W/3-10d 2xo HORIZ �____.�8d O 4" U C. - - - _ - - \ TO EACH TRUSS - TO EACH TRUSS TO BACK OF ---�:\ ALL SUPPORTS - -T T - - - -- - - - - - __ - __ �-- r- -GLB(SEE PLAN) _ - "' TOWER FRAMING II �- ./REVEAL FSTUCCO RYEED/ STUCCO SCREED/ FPM-75-150 N REVEAL: FRY 2 LAYERS OF 1/4" ._.._. FPM--75-150 PLYWD BEND TO 7/8' STUCCO CONT 1X4 PAINT RADIUS OF ARCH SEE NOTE, DET / (TOP LAYER TO 1 I Ixl I I i 1" MAX TO MATCH STUCCO M/A13 - STOP O END OF 3/8" _� , --LIGHT FIXTURE PAINT WHITE 3/8- PROJECTED r BEYGVp �. 2X BLOCKING SURROUND PER 1 2 PREFAB. AWNING EXT ELEVATIONS) O I O II �- I I 2X4 FRAME � ---- -------- -W/ LIGHT TO BE -I- O -�J r� ) l EACH IRUSC _ INSTALLED BY / \ I CONT. 2X4 O EAC: - ' o_ 1 4X6 WOOD POST - -- - - -- - - - -- - - - -- - - - - - � 1 AWNING SUPPLIER 4 3/8 . }/8 " IL I SIDE W/3-10d EACH 2X4 STUD EACH SIDE OF TRUSS W/ ---SIMPSON CC-5 1/4'-6 --- I h STUD do HORIZONTAL 1 2X6 WOOD STUDS _ STUCCO FINISH, SEE (2)16d TO TOP & BOTTOM OF TRUSS _ _ W/(4) 3/4' DIA. M B. - - - I I I, /STUCCO CORNER - NOTE, FI M/ S II TO BEAM, (2) 3/4" DIA --- - TRIM - - GLULAM BEAM 2X4 STUD BETWEEN TRUSSES / W6 TO POST I ____.__ a J _ I •, (2)2X4 PLA- TOP & BOTTOM �/ POST (SEE PLa.!II - I 1 Q 1 �` CONT 1X4 PAINT ELEVATION C I -2• +2 TO MATCH STUCCO TRUSSES .1 ' O.C. -� �------_----------- � AL,103 NO SCALE A0156 NO SCALE AD105 ., 'L"-!'-p AD204 1-1/2"=1'-0` AD 151 3/4•-1'-0- SHEAR PANE. BLOCKING V GLB-POST CONNECTION R SOFFIT W/O AWNING SOFFIT T W/ AWNINGJJ ARCH FRAMING F B -- 'CONTRACTOR IS RESPONSIBLE J-BOX BY E.0 SJMPSON A35 SIMPSON A35 TYP EA � i FOR TRUE SOUARE INSTAL ��`-SEE PLAN E2 I J 10 EQ \ LATION OF 1"X TO / FOR LOCATION VERT. STUD ST- \\ ACCEPT AWNING. i -'-"'.2X8 WOOD TRIM z I MD 6COL'S ONLY \ \ \ HIM AS REO'D. \ ___CONT, 2X6 W/3-10d TO EACH TRUSS 04 EL 10'-4 1/2" \ - - N a FRY REVEAL STUCCO SCREED/ m � / I FPM-75-150 \ REVEAL. FRY 6X8 BEAM FPM-75-150 • , %�--��;�.,, - - -- �� CONT 1X4 PAINT �-> -- SIMPSON CCU W/ 5/8' - TO MATCH STUCCO O I O DIA M B PER MANUF PAINT WHITE SIM HUC610 � (HCU46 _ ' r— — - I STUCCO FINISH, SEE D'THRU) - i ` I r 1" MAX NOTE DET M/A13 — I-- _ I --- PREFAB. AWNING 6X10 HEADER ! \ I ( I I I I I -W/ LIGHT TO BE (4X6 O D'THRU) I o INSTALLED BY 6X8 BM E/S I I / \ 1 ! I i 1 AWNING SUPPLIER 4X6 POST 6" ccc 1 '— _ I +,� \ T.S. SEE PLAN (4X4 O D'THRU) 3/16" I I l _IX I I � \\ � r6W'D C�cO.BEAM W/ / 2x CRIPPLE --- i 1 X BLOCKING \ T S. (SEE PLAN \ ' ) I PLAN FOR SIZES ;'J --- T S.(SEE PI.AN) �- Lx ~� CONT 1;,4 PAIN'' 2X BLOCKING = 2 LAYERS OF SEE DETAIL C/A2 FOR BASE DETAIL 1'-2` I I 1� 1 _ TO MATCH STUCCO " PLYWOOD - BEND TO AD 220 NO SCALE A0;�:>E 1-I j2"-?'-0 AD202 T I-1/2."=1'-0" AD152 RADIUS OF ARCH FRONT BEAM /COLUMN S SOFFIT W /O AWNING 0 SOFFIT W/ AWNING K ARCH FRAMING G C 2X SOLID ��-SIMPSON A-35 �16d A 6' O.C. `X16• MILL FINISH EAVE/SOFFIT LOUVER ?-3/8" EXT GRD PLYWD. EACH TRUSS 2X SOLID BLOCKING �BY AMPCOR OR ALCOA BLDG. PRODUCTS.) 4'-0" MIN. 4'-U" MIH. BLOCKING BENT TO RADIUS -` - ----- - / s 2X8 WOOD TRIM WITH INSECT SCREEN. PROVIDE BLOCKING �C \ AS REQ'D FOR INSTALLATION. SCE PLAN CONT 1 \ � ON T, 2X6 W/3-10d \ /2` EXT. G.R.D. PLYWD. ��\4 for location. AROUND WINDOW OPENING \ \\ TO EACH TRUSS \ FOR SHEAR PANEL 2-k• - — T - 'T -��- - ^- STUCCO SCREED/ \ 2x8 W000 TRIM _ - 4-10d TYP) N REVEAL FRY �+-��CONT, 2X6 W/3-10d 3j4" EXT. GRD. PLYWD. - - FPM-75-150 '� ------- - TO EACH TRUSSt-1 CUT TO RADIUS 17/8" STUCCO SEE \ \ - 4" WIDE PRE-•FAB NOTE., DET M1/A13 ! DR�UN B I STUCCO SCREED/ ARCHED FRONT Ik E EVATION L 1 � — — �, _ l A B B B B - = CT f- _ REVE:AL: FRY REAR PANEL ABOVE - I CHEOcED By �� FPM-75-150 l 2X4 FRAME -- ��_� \ 2X SILL PLATE I ~' `SHEAR PANE EACH TRUSS - 1" MAX �, t3t11lDY+G t17�f. T- E.N. \ -� CONT 1X4 PAINT PROVIDED BY + + + �-- CONT. 2X4 O EACH 1 TO MATCH STUCCO 0.C. `" 1 + + + 4- + + + 4- �- I -SHEAR PANE // SIDE W/3-10d EACH 1 r r STUCCO M I .. H -1-^ FULL HEIGHT STUD & HORIZONTAL 1 -2 PAINT WHITE NOTE STUCCDET I M/A13 L SCREED FRAME I'l-AN / , STUCCO CORNER �\ - PREFAB. AWNING 3/4"X6" PLYWOOD'" TRIM (DRIP) - _ \ ,x18 NVWWR o v W/ LIGHT TO 8E CUT TO RADIUS ' { INSTALLED BY OF ARCH F-- - _ 8"X16" MILL FINISH , .- --- -- � --- .`- -` t AJ A B TOTAL I EAVE/SOFFIT LOUVER XN '- 1 AWNING SUPPLIER 4- yW� PRE FrI.Q SIDE PANELS / (BY AMPCUR 11R ALCOA 1 - STUCCO FINISH, SEE (7) O EA. END. 11'-4 1/2" HIGH t?ROtO?1PE ISSt�E DATE 1 16d NAIL 2" 1 3/4" 8 �L' _ BLDG. PRODUC f5)W111i r NOTE pET. M A13 - - -- - / A FRONT ARCH. 10'-4 1/2' HIGH _-_ INSECT SCf{CEN CUNT 1X4 PAINT O SIDE ARCH FURNISHED BY TACO BELT WALL ANCHOR g 2 t6d NAIL 2" 1 3/4" 12 Qoavooae PROVIDE BLOCKING 1 TO MATCH STUCCO PLATES FOR '" _4_93 STUCCO OVER j a INSTALLED BY G.0 PRE-FAB ARCH — - -- PAPER BACKED _ �' AS REO'D. FOR .-�� .. � .. W000 STUD WALL FURNISHED RC LATH 1•-2• INSTALLATION. I -.---- - - '�` W/ INSULATION SHECt MR 1 NO SCALE AD215 --- -- 1-1/2"� 1'-0" AD203 - t-1 2'�1' 0' ADI NOTE G.C. / SIDf. ARCH S R'ILAR I. TYP. CHORD SPLICE T SOFFIT W/ A13 0 AWNING P SOFFIT W/ AWNING L ARCH BASE H OIFIC N`NY•�X1835 g4^0185 Zq Of Ell Jill �'� �T IF THIS DOCUMENT IS LESS I � I 6 � � i 199•J.T� • ' LFGIBLE THAN THIS NO'T'ATION, � � L� I � " ST 30 � — _-- __---- _ 8 �0 11 AUGU _ _ 1 t I1 IS DUF TO THE QUALITY OF - -• ' No 36 I'TTE ORIGINAL DOCUMENT. 89 Z Z E - Z TZ oZ 6T 8T LT 8T 9i i�T £i �Z\T TT Tv 6 I L 9 9 £ Z T�pu� '•` I I I I I' IIII1111111IIIIIIIIIIIIII,IIIIIIIIIIIIIiIIIIIII,IIIiIIIIII IIIIIIIIIIII o�� U III I�.Illllll�lJllillll� I II�I�lllllllll�l Il ll1111111�Ii1�,�1111JllW IIII I ,III�NIII . ll�lIIIIII11�l1lV I II A C; GENERAL_ NOTES AIR DEVICE SCHEDULE TYPE MT'G DUTY 1. INSTALLATION SHALL CONFOkM TO 111E ENERGY CONSERVATION DESIGN MANUN. STANDARDS FOR NEW NON-RESIDENTIAL BUILDINGS. ix p NECK CFM PAFIERN J MF'R. MODEL �► ___ __--- - 2- ALL WORK AND MATERIALS SHALL COMPLY WTH GOVERNING CODES, SAFETY (W.RS AND REGULATIONS. cs a X N0. cl, MANDATORY HVAC AND PLUMBING _SYSTEM MEASURES _ 3. CON IR ACTOR SHAD_ OBTAIN AND PAY F(>f2 ALL NECESSARY PERMITS, FEES, AN4 INSPECTIONS REWIRED BY GOVERNING AUTHORITIES. ' a 4. ALL. MATERIALS AND EQUIPMENT PROVIDED AND / OR INSTALLED SHALL BE GOARMTEED FOR A PERIOD OF ONE (1) YEAR UNLESS A CERTIFIED APPLIANCES. IF ANY APPLIANCE OF THE TYPES REQUIRING CERTIFICATION OTHERWISE INDICATED, FROM THE DATE OF FINAL ACC'EPIANCE OF THE WORK BY THE OWNER, ANY DEFECTIVE MATERIAL: OR INFERIOR S-1 1 12X12 X 400 X (1�6)4W _ X ---- --- - FURNISH WITH SQUARE TO ROUND ADAPTORS 10' DiA - IS INSTALLED, IT SHALL HAVE BEEN CERTIFIED TO THE STATE ENERGY COMMISSION NORKMANSHIP SHALL BE CORRECTED TO THE ENTIRE SATISFACTION OF THE OW4ER. S-2 1 12X12 X 250 X 2W X !UAL 7MO-8 FURNISH WITH SQUARE TO ROUND ADAPTORS 8' DiA BY I1-S MANUFACTURER TO COMPLY WITH THE EFFICIENCY STANDARDS FOR SUCH APPUANCES.S 5. ELECTRICPI CONTR. PROVIDES: CONDUIT FOR UNE & LOW VOLTAGE WIRING. 5-3 6 12X12 X 490 X (2JrK1}AK2)ur X -w- FURNISH NTH SQUARE TO ROUND ADAPTORS 12' DIA UNE VOLTAGE HIRING SWITCHES, DISCONNECTS, CIRCUIT BREAKERS, FINAL CONNECTIONS, ITEM INDICATED THUS E� mw -- ---- 8 COOLING EQUIPMENT IF ANY EQUIPMENT OF THE TYPES REQUIRING MIN, EgICIENCY 6. MECHANICAL CONTR. PROVIDES: LOW VC'_TAGE WIRING & ITEMS INDICATED THUS M . WIRING SHALL CONFO@1 TO S-4 1 12X12 X 460 X 2W _ X IS INSTALLED, IT SHALL MEET OW EXCEED THE MIN. EFFICIENCY REQUIREMENTS LOCAL CODES. S-5 2 6X6 X 100 x 3W X �- � - FURNISH WITH SQUARE TO ROUND ADAPTORS 6' DIA OF THE STATE ENERGY AGENCY/COMMISSION. SUCH MIN. EFFICIENCY SHALL BE 7. PLUMBING CONTR. PROVIDES: CONDENSATE DRAIN FROM A/C UNITS TO APPROVED DRAIN POINT, GAS PIPING TO UNITS & FINAL 5-6 2 6X6 X 75 X 2WC X k - CERTIFIED BY THE MANUFACTURER OF THE EQUIPMENT AND SHALL HAVE BEEN CONNECTIONS. DETERMINED BY TESTING USING THE PROCEDURE SPECIFIED BY THE STATE FOR - THAT TYPE OF EQUIPMENT. 8 ALL SUPPLY, RETURN, & ►JAKE--UP AIR DUCTS ARE SIZED FOR GFIV WITHOUT INSULATION, CONTRACTOR SHALL INSULATE DUO FWORK. C EACH MVAC SYSTEM SHALL BE EQUIPPED WITH AT LEAST ONE AUTOMATIC DEVICE TO SETBACK 9 FLEXIBLE DUCT SHALL BE JOHN'S-MANVILLE J.M. FLEX METAS INSULATED W/ ACOUSTICAL NNYI_ VAPOR BARRIER U.L. APPROVED. METALsAW OR SHUT-OFF THE SYSTEM DURING PERIODS OF NON-USE OR ALTERNATE USE OF THE BUILDING CONDUCTANCE f0.22 0 75 1, MAX. LENGTH 6'-0 DUCT SHAL.L BE CONNECTED TO TRUNK OR BRANCH DUCT MYTH SHEET METAL SCREWS. R-1 2 22X22 X 1100 X - X FURNISH NTH SQUARE TO ROUND ADAPTORS 16" DIA SPACES OR ZONES SERVED BY THE SYSTEM. HANGER STRAPS SHALL BE MINIMUM 1"X 30 GA. R-2 3 24X24 X 1070 X - X �� -_- FURNISH WITH SQUARE TO ROUND ADAPTORS 16' DIA EACH ZONE OR RESIDENTIAL DWEWNG UNIT SHALL BE PROVIDED WITH AT LEAST ONE 10. CONCEALED CONDITIONED SUPPLY AND RETURN AIR DUCTS SHALL. BE INSULATED WITH ONE-AND-ONE-HALF INCH (1-1/2') TrwV AUTOMATIC TEMPERATURE CONTROL DEVISE FOR THE REGULATION OF SPACE TEMPERATURE. THICK 0.75 POUND DENSITY GLASS FIBER DUCT WRAP NTH REFLECTIVE VAPOR SEAL FASTENED TO DUCT WORK NTH 16 - -- - - -------- - EACH FLOOR OF A NONRESIDENTIAL BUILDING WITH CONDITIONED SPACES SHALL CONTAIN GAUGE SOFT ANNEALED LIRE SPACED AT 12" ON CENTER. SPACING TO BE 6' ON CENTER FOR FITTINGS. AT LEAST ONE ZONE, ZONE TEMPERATURE CONTROLS SHALL: 11. ALL SHEET METAL DUCTWORK SHALL BE IN ACCORDANCE HATH SMACNA AND/OR LOCAL AND ASHRAE CODES. TAPE ALL TRANSVERSE FE-3 1 12X12 X 600 x X -- SEE DET. C/AJ3, D/M3 or F/TJ.T AND LONGITUDINAL JOINTS, AW) SUPPLY TAKEOFFS ON SUPPLY AND RETURN DUCTS (TO INCLUDE. EXHAUST AND MAKEUP AIR DUCTWORK), 1 6X6 X _ X METAL+AIRE CC-5--RTB - 1. BE ABLE TO MAINTAIN SPACE TEMPERATURE SET POINTS FROM 55F TO 85F.TWO OR DUCTS SHALL BE IIID GA!VANIZED STEEL IN ACCORDANCE TO SMACNA SIDS FOR LOw V1rLOc;IIY DUCTWORK EXCEPT KXNAUST H(100. - 200 X _-� ,�_ MORE REPLACEABLE FIXEIJ SET POINT DEVISES, ONE FOR COOLING AND ONE FOR HEATING, 2 6X6 X 140 X - Xmus -.-- FURNISH WITH SQUARE TO ROUND ADAP ORS 6" '04 A MAY BE USED IN LIEU OF CONTINOOSLY ADJUSTABLE SET POINT DEVICES. 12. WHERE INTERIOR OF DUCTWORK IS VIDBLE THRU AN AIR OUTLET OR INLET, INSIDE OF DUCT SHAM BE: PAINTED WITH A FLAT BLACK PRIMER. ALL GRILLES AND DIFFUSERS SHALL. BE REMOVABLE. NOTE: ALL AIR DEVICES TO BE FURNISHED MATH OFF WHITE BAKED ENAMEL FINISH. 2. BE ABLE TO OPERATE ZONE HEATING AND COOLING IN SEQUENCE IF BOTH ARE PROVIDED 13. ALL ROOF CURBS SHAM HAVE WELDED CANT STRIP,,, SHALL BE INSULATED & HAVE FACTORY NAILING STRIP. ROOF CURB FOR 3. PROVIDE A TEMPEPATURE RANGE ADJUSTABLE UP TO 1OF BETWEEN FULL HEATING AND HVAC UNITS 1 At 2 SHALL BE PITCHED TO MATCH SLOPE OF ROOF. c FAN SCHEDULE '-�-- FULL COOUNG CAPACITY TO THE ZONE, IF THE ZONE HAS BOTH HEATING AND COOLING 14. CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL UUCTM)RK LITH CEILING & ROOF FRAMING, COOPERATE FULLY AMONG ACCESS. CAPABIUTY. IF THE HVAC SYSTEM USES REHEAT OR RECOOL FOR CONDITIONING THIS ZONE, THE TRADES, MAINTAIN MANUFACTURERS RECOMMENDED CLEARANCt:S OF ALL ITEMS OF EQUIPMENT, INSTAR. TURNING VANES IN ALL THIS CONTROL SHALL REDUCE COOUNG CAPACITY TO THE ZONE BEFORE REHEATING AND 90 DUCT ELBOWS, INSTALL SPIN-IN EXTRACTOR/DAMPER 0 BPANCH DUCT CONNECTION TO MAIN DUCT AND SEAL AIR TIGHT. MANUFACTURE & MODELS REDUCE HEATING CAPACITY TO THE ZONE BEFORE RECOOLING. MARK CFM SP RPM NP VOLT �+ NOTES AIR HANDLING DUCT SYSTEMS SHALL BE CONSTRUCTEDJNSTALLED,SEALFD,AND INSULATED. 15, THE SUBMISSION OF PROPOSAL BY THE CONTRACTOR WILL BE CONSMUED AS EVIDENCE THAT THE CONTRACTOR HAS FAMILARIZED 0P1pN Op" o � � S�Io ( OPTION 'A" OPTION "B" FOR CAUFORNIA: STATE MECH CODE, TITLE 24. PART 4, CHAP. 10 HIMSELF WITH THE PLANS & BUILDING SITE. CLAIMS MADE SUBSEQUENT TO THE PROPOSAL FOR MATERIALS & LABOR BECAUSE _ A III a a m GREENHECK - ILG OF DIFFILLILTIES ENCOUNTERED HALL NOT BE RECOGNIZED IF THEY COULD HAVE BEEN FORSEEN HAD PROPER EXAMINATION BEEN MUA-1 2800 1/2' 800 1 208/30 ® 0 1 RSF-120 RSV 12 � M ADE. - - - 16. ANY EQUIPMENT THAT IS SUBSTITUTED SHALL FIT IN THE SPACE PROVIDED WTH ADEQUATE RQOM FOR SERVICING, INCLUDING EF-1 3300 1" 1120 1 208/310 ® 0 CUBE 180-10 UCB 200 w /I,/2 _ D THE VENTILATION SYSTEM SERVING AN AREA SHALL: SUBSTITUTE EQUIPMENTS NAMED IN THE SPECIFICATIONS. CONTRACTOR SHAM SUBMIT A 1/4' SCALE DRAWING OF ALL EQUIPMENTS EF-2 800 1/4' 1550 1/8 1/10 1201/1(y ® 00 0 G-95-0 CRF 100 /20 SUBSTITUTED. EF-3 200 1 3/8' 1300 1/20 1/1L 120/14' 01® o ® G--85-G CRF 82 A20 1. EXCEPT IN O�FICES,FOR ANY AREA IN WHICH SMOKING IS PROHIBITED,BE CAPABLE OF IT HN.A.C. CONTRACTOR TO INSTALL RECHARGEABLE REFRIGERANTE LINES FROM ICE MACHINE TO CONDENSER ON ROOF. - -� NOTES: 1. MOTOR STARTER TO BE SUPPLIED BY THE NATIONAL HVAC SUPPLIER. SUPPLYING AT LEAST THE MINIMUM QUANTITY Of OUTDOOR AIR LISTED FOR THE AREA 18. HN.A.C. CONTRACTOR TO INSTALL PRECHARGED REFRIGERANTE LINES FOR FAN COIL TO CONDENSER ON ROOF. 2. MEET UL CODE 762 (GREASE) IN SECTION 6 Of ASHREA STANDARD 62-73,OR 5 CFM PER PERSON,WHICHEVEk IS HIGHER, 19. GLEN COTE SEALER FOR ROOFTOP DUCTO RK AND SHEET METAL. SCREWS PROVIDED BY MECHANICAL INSTALla. 2. EXCEPT IN OFFICES, FOR ANY AREA IN WHICH SMOKING IS PERMITTED,BE CAPABLE OF 20• A SFEFD CONTROLLER SHALL BE FURNISHED BY HVAC SUPPUER FOR EF-2 AND EF-3. AIR BALANCE SCHEDULE SUPPLYING AT LEAST THE 'RECOMMENDED"QUANTITY OF OUTDOOR AIR USTED FOR THE AREA ELECTRICAL CONTRACTOR 10 MARE AT HIGH SPEED. IN SECTION 6 OF ASHREA STANDARD 62-73,OR 5 CFM PER PERSON, WHICHEVER IS HIGHER. 21. FINAL HVAC SySTFM TESTING & BALANCING SHALL BE PERFORMED BY OWNERS INDEPENDENT AGENT. ITEM QA RA SA. E.A. 77 PRES A RETEST IS MANDATORY FOR A FALSE START SITUATION (I.E., NO POWER UPON AGENTS ARRIVAL.. EQIUIPMFNT NOT HVAC-1 800 2400 3200 + 800 E THE BUILDER SHALL PROVIDE THE BUILDING OWNER,MANAGER,AND ORIGINAL WIRED, ETC.) AND SHikLL BE A :AST INCURRED BY THE G.C. IN THE EVENT A SYSTEM/STORE RECEIVES A GRADE ---- OCCUPANTS A DESCRIPTION OF THE QUANTITIES OF OUTDOOR AND RECIRCULATED OF 5 OR BELOW AS A RESULT OF THE HVAC SYSTEM PERFORMANCE OR OPERAT104AL DIFICIENOES, TACO BELL MALL HVAC-2 _ 800 3200 4000 + 800 AIR THAT THE VENTILATION SYSTEMS ARE DESIGNED TO PROVIDE EACH AREA. REQUEST A RETEST AND THE COST FOR SAME SHALL ALSO BE INCURRED BY THE G.C. F PIPING SHALL BE INSULATED. FOR CALIFORNIA PER C.E.C. SECT 2-5312 22. SMOKE DETECTORS SHALL BE INSTALLED BY M.C. AND CONNECTED BY E.C.. LTfI 3300 - 3300 23. VERIFY W/ OWNER THE USE OF HVAC HEAT PIPES. INSTALLATION IS DETERMINED BY GEOGRAPHICAL LOCATION. EF/2 800 - 800 24, HVAC CONTROLLED BY BUILDING ENERGY MANAGEMENT SYSTEMS (EMS) EF03 200 - 200 MUAfl 2800 2800 _ �� 2800 --- n r C n TOTAL 4400 5600 10000 4300 + 100 --� �-Z J / H . V. A. C. UNIT SCHEDULE U �--� 0 MANUFACTURER LENNOX LENNOX CARRIER CARRIER TRANS TRANE �7 Q Z UNIT NUMBER 1 2 - - 1 2 1 2 Q W MODEL NUMBER _ G#-S16-953 GCS16-1353 48DJDOp8 48DJD012 Y`CD09OA3 YCD1 0A3 = = 0 ROOF CURB MODEL NUMBER RMF16-95 RMF16-135 50DJ901371 50DJ901371 RT7.5-12-VSO4- RT11-Q-V'_'O4-N u (_1)__ Z TOTAL CFM / E.S.P. 3200/ 1/2- 4000/ 1/2' 3200/ 1/2- 4000/ 1/2- 3200/ 1/2* 4000/ 1/2- (J1 MIN. E. E. R. (BTJH / WATT) 9.0 9.0 8.4 8.3 8.3 as 75 70TAL COOLING (BTUH) 9:1.600 124.800 95,400 123,OJ0 90,000 125,000 SENSIBLE COOLING (STUH) 69,264 94,848 71,600 90,040 86,000 90,900 APPROVED NATIONAL HVAC VENDORS AIR ENTERING CONDITIONS _ 80/67 80/61 80/67 _- 80/67 80/67 - 80/67 ENTERING TEMPERATURE ( Ff 950 950 95 0 95 0 1 9.50 95 0 HEATING CAPACITY OUTPUT BTUH 98,000 132,500 91 ,100 123,000 97,000 121,000 FULL PACKAGE INCLUDING DUCTWORK : INPPUT (BTUH) 126.000 170,000 114,000 154,000 120,000 50,000 +IL�IA�oIIs 2 STAGE GAS VALVE YES YES YES YES YES YES NATIONAL AIR SYSTEMS, INC LDI MFG. CO., INC. TROPIC-KOOL ENGINEERING CORP. MOTORIZED 0 TO X 25 MAKE UP AIR DAMPER - � i - 3380 SAN FERNANDO RD., SUITE 101 P.O. BOX 400 1232 DONEGAL ROAD YES YES YES YES YES YES LOS ANGELES, CA 90065 LOGANSPORT, INDIANA 46947-0400 LARGO, FL. 34641 W BIRpSCREEN �c RA1IVH�QQ (213) 344-4365 (219) 7,22-3124 (81.1) 581-2824 5 YEAR COMPRESSOR WARRANTY I YES YES YES YES YES YES (213) 344-4388 FAX# (800) 31116-2001 (813) 587--'a73 FAX# ELECTRIC IX41110N YES YES YES YES YES YES (219) 722-7213 F'AXf -'-"--"`-- _ 10 YEAR HEAT EXCHANGER WARRANTY YES YES YES YES YES YES AMPS _w 46.0 55.0 37.7 52.1 -, 44.0 - L 15.5 PACKAGE EXCLUDING DUCTWORK : NOTE: USE HIGH HEAT (250,000 BTU INPUT) UNITS MEN LOCAL LOCAL DESIGN CONDITIONS ARE BELOW 0 DEGREES. MECHANICAL LEGEND NATIONAL AIR SYSTEMS, INC LDI MFG. CO., INC. LENNOX INDUSTRIES, INC. SYMBOL DESIGNATION SYMBOL DESIGNATION 3.380 SAN FERNANDO RD., SUITE 101 P.O. BOX 400 39591 LOMINIQUE LOS ANGELES, CA 90065 LOGANSPORT, INDIANA 46947-0400 MURRIETTA, CA. 92563 e ® DUCT RISER OR ZROP (SUPPLY AIR) C.D. CEUNG DIFFUSER (213) 344-4365 (219) 722-3124 (808) 677-3499 (213) 344-4388 FAX# (800) 366-2001 - DUCT WISER OR DROP (RETURN NR) RAC - RETURN NR GRILLE - (219) 722-7213 FAX/ A ® DUCT RISER OR DROP (EXHAUST AIR) --�-- MA,vUAL VOLUME DAMPERS D"IlIN BY: BE DOOR LOUVERS _ _ E.AQ EXHAUST AIR GRILLE G+EOKED 8r: _ ---ll---�► UNDER CUT DOOR 3/4" _ AU � TOCATIC FIRE DAMPERS m� 1232 DONEGAN ROAD 1RCIPIC-Koa ENGINEERING CORP. � � SOUND LIN: v.TNT THRU ROOF M 7 0 H W .� VE- LARGO, FL 34641 S.A. SUPPLY AIR F.C. FLEX. CONNECTION (813•i 581-2824 �- (813) 587-79731824 FAXf R.A. RETURN AIR - - A.P. ACCFSS Pi.4EL FRAME O.A. OUTSIDE AIR _ AD. A(.wSS DOOR NATIONAL ACCOUNT Y QT ROOM TEMPERATURE SENSOR _ RO G POINT OF CONNECTION - - •H VAC PACKAGE "LD1 CONTACT: Q FURNISHED & INSTALLED BY MECHANICAL CONTRACTOR E A EXHAUST AIR MOTOrYPE ISM DATE TA � - --------------- •NATIONAL AIR -C y��{ 800-366-2001 - ,✓ FURNISHED & INSTALJ.ED BY ELECTRICAL CONTRACTOR DUCT 6 - 4-- 9,3 CONTACT: STUART KAUFMAN 213-344-4365 - • TROPIC 1�OOL _ _� _ FURNISHED BY N.C. At INSTALLED BY E.C. - CB.-- CRMIT BREAKER ��- -._._ __.___ - SET HUIKR CONTACT: gT.g PEApODY 913-581-2824 ,- U.1.R -^ UP THRI ROOF G.C. SCOPE: INSTALL STANDARD PACKA(X (E) EXISTING 1 SUPPLY & INSTALL NON STANDARD {N) NEW COMPONENT'S PACIFIC HWY., 11635 s SUP 94.0165 25 OF 56 1 T�TTj1TTg I '� TTIF THIS DUCUAENT IS LESS TIT ) I 1 � ITF ;�"Tr TT L IF O1 iI 1 qT7 � � AUGUST U� u�T �n 1995 9 9 5 LEGIBLE THAN THIS NOTATION, T 31 4 IT IS DUE TO THE QUALITY OF No.913 e'*- ' THE ORIGINAL DOCUMENT. £ 6Z 43Z LZ 9Z Z ` �Z S Z IZ �Z I 9I 'LT At 9T 1111, 11 VST Zt t[ � I I►1111111111�1 IIII�1111 � Wll illllll►� IIII�IIII ��I�INIII VIII ILII III IIII�IIII IIII�IIII .III�IIII IIII�IIII IIIII111111111� �IIII�IIIIIIII,�IIII IIII�I III I �I1�Ili�l Illlllli Ill�l��llllillll�l 111111�1111�I111 �u►ll�� ►►u �►�� ►��llu Ili �I II uu�IIII��I�II��II�L II I III I ll ��ew:�r:1u_►r VERIFY DUCT SIZE VERIFY DUCT SIZE 18"x26" VERIFY DUCT SIZE -I 1 W/ MANUFACTURE W/ MANUFACTURE SA DUCT W/ MANUFACTURE 18"x 26" 18%26" I°dSNl.A1'1t111 ' '" 16" SA Do"T SA DUCT DIA RA 16" DIA RA_T � --- - DUCT -�� I DUCT 18"x33"x60" RA PLENUM III I MtARTItI4-� 0 t __...._ 16" DIA RA _ DUCT VERIFY DUCT SIZE % 18"x33"x60" VERIFY DUCT SIZE / 18x33"x60" VERIFY DUCT SIZE � L4 1H_g� _ W/ MANUFACrURE / RA PLENUM W/ MANUFACTURE /// RA PLENUM W/ MANUFACTURE_ I TR A N EMODFL# YCn120A3 C A R R I E RMODEL# 48DJD012 L E N N O X MODEL# GCS16-1353 ALTERNATE ALTERNATE STANDARD �AMM00HrA74W_L vk2AM MOUNTED C� UNIT#2 SCALE: 1/4" = 1'-0" A ONE AT WALL ABOVE DOOR. I s -I S-5 - ---- r- - - - - - - - X11 � JH VERIFY DUCT SIZEZ - - \ ' r � H VERIFY DUCT SIZE W/ MANUFACTURE VERIFY DUCT SIZE 12"x12" EXH. UTR R-2T.—,L- III W/ MANUFACTURE (REDUCE AS REQUIRED) W/ MANUFACTURE AND DOWN INTO EXHAUST PLENUM 6" DI 6" DIA g " - - _ SEE DETAIL 16 DIA ♦ S I H 11 12"x24" Ik/- -----SA 12"x24" X12"x24" C/M3 OR D/M3 16" DIA --� -- �► - I H SA DUCT " -_i DUCT SA DUCT I +^ -� I 16k=0 "x24" UNATUTHOOD kcm p 16" DIA RA -- 16 DIA R 16 DIA RA E-11 , � - " DUCT DUCT DUCT �_� I- _ 12" DIA T I N I E-2 USE ONLY rr �— --`� WITH OPTIONAL - J 8" DIA III 33"x48" 33"x48" 33"x48" RA PLENUM RA PLENUM RA PLENUM MINI LINE I I / I_ t2 DIA i II - - - 116' 24" CIA _ 4"x10" HVAC AIR 16" DIA RA �16" DIA RA �16" DIA RA 18 6" 4 F— CONN. TO HOOD VERIFY DUCT SIZE / VERIFY DUCT SIZE DUCT TWEE RU5SES I S-6 200 CFM (TYP FOR 2) W/ MANUFACTURE ----� DUCT W/ MANUFACTURE DUCT W/ MANUFACTURE _ _ - _ '� E-2 - - - I IN V_" DIA St2' 0 p 8" DIA 12"x20" EXH. UTR (16 GA.) 1111 F- 2 DI A6 �, DUCT TRANSITION AT HOOD TR A N 'MODEL# YCD090A3 C A R R I E RMODEL# 48DJD008 L E N N O X MODEL# GCS16-953 12" CIA ► ----DUCT BY INSTALLING CONTRACTOR SENSOR E-3 ALTERNATE ALTERNATE STANDARD --• -- - — - z 8"x8" EXH UTR HVACU N 1 -# 1 SCALE: 1/4" = V-0" B 16" DIA 6" DIA < / l� LINE VENT !iVAC QNIT - ► 6" DI CONTROL PANEL O DISC. SW. v - EXIST. ,4/C L'NIT •� E � I � I I 24 VAC CONTROL � ( 1 L.1J S 3 ' R 8" DI TRANSFORMER � L2 A :E1 CIRCUIT BREAKER - ^ I ✓✓ E Rs 0 I i3 O -_-_.. -_ _ L S-1 6E-3 -2 . - C ,) < IA CRUN I --- GND. INTERLOCK W/ -�- , x�/ - - W KITCHEN LITE / �MhINC I OND, - -- - LUG SWITCH S-1 TR TR I 10" DIA ��._ DISC. SWITCH & FAN O - 10" CA FURNISHED BY MECH. CONTRACTOR j 1� I I AND INSTALLED BY �� I ELECTRICAL CONTRACTOR - -- AUTOMATIC I I --� - S-1 HVAC DUCT NOT TO �VI�5 DAMPER - 10" DIA JV OTOR I I O E 10" DIA q PENETRATE PLYWOOD I I � -- .- - - - - - - - - - - - - - - - - � - - _._ - -- - - AT MANSARD (TYP. I I A/C TERMINAL I I 24" X 12 DU T " ❑ HVAC #1 do #2) _ I I EF-2 . �,_ 1. SENSOR 24 X 21 C R G W1 42 Y1 Y2 BOK.. -- L_ 1 WHT T T-7300 ON T - - L---- -- T WALL OF -- - �' OFFiCE. .�, (TYPICAL) I L IBJ -L L _mom BLU.--- I _ 1 ALL DUCT OPENINGS SHALL Y� f" U� , 16" q HAVE VOLUME DAMPERS FOR _ ORN ----- - -_ MI)100 NO SCALE -' -- `�' �, - - BALANCING , � � OR IF REQUIRED - - - WZ -_ I -- ---_ ELECTRICAL 5'-3 5/16' GAS CONNECTION - GAS CONNECTION -- -�---\ 2'-0`x2'--F 3/8' a CONNECTION ------ SUPPLY DTR --•--� ELECTRICAL ` CONDENSATE CONNECTION DRAIN A 3/4" CONNECTION DTR _ 2'-6 3/8•x2'-0' C �\ 0RETURN DTR ' � � I mak \ I rw—7 -�-1 BOO FM (� \ 7 CONDENSATE �- - OUTSIDE AIR 3'-11 3/16`x1'-10 7/16' DRAIN _ _ _ _ SUPPLY DTR �` 1 -S CONDENSATE 3'-0 3/8'x1'-0 5/8' RETURN DTII f L -- .-•� � -- DRAIN 4'-•6 13/16'x1'-5 11/16' RETURN DTR 7-3 3/8' ' ELECTRICAI. CONNECTION 1 R A N E MODEL# YCD120A3 CARRIER MODEL# 48DJD012 L_E N N O X MODEL# GCS16--1353 ALTERNATE ALTERNATE STANDARD H VAC UNIT#2 ' SCALE: 1/4* u 1'-0' - 4--1 9/16 UAS CONNECTION GAS CONNECTION --� -ELECTRICAL 2'-6 3/8'x1'-4 1/2' CONDENSATE. CONNECTION ELECTRICAL SUPPLY DTR \� DRAIN CONNECTION 1'-2'x2'-4 3/4' 1'•-4 1/2'x2'-6 3/8' 7-11 1/4"xl' SUPPLY DTR SUPPLY DTR -3 3/16" RETURN DTR � SU0 ^ -3i r -.-._- \. I I I WATER HEATER FLUE /\ 800 CFM MIN. l'-0" ABOVE PARAPET I M I WALL AND MIN. 3'-0" CONDENSATE x DRAIN �-� �� CONDENSATE - - , I \ I r MUA-1 I \ i � DRAIN r � � OUTSIDE AIR ^ ABOVE NR INTAKE r"- � { w � L_ �I EF-2 -- - J - RETURN/OTR -0 5/8' - _ 12'x12' EXH. DTR L � _ z S-6 7/8'x1'-0 15/16' (�` ` a� RETURN DTR I -3 3/8' ]o § - - - 11CA15:YLf4.DIR - - "� HVAC, RAILS SUPER NATIONAL I \_lGAS CONNECTION LECTRICAL BY G.C. O 18 LA.CONNECTION / ' >"5 4'-0' 12'x20' EXH. DTR MODEL YCD090A3 n MODEL. 4810008 - v 16 GA. WEDGED I T R A N S # CARRIER R RI E R # L E N N O X MUDEI_# GCS16 953 I ,Q- � Q\ Q � o � ► ALTERNATE ALTERNATE STANDARD __j I I n HVAC UNIT#1 _ T.1_ # SCALE: 1/4' a i'-o' � I 8'x8' EXH. DTR I -0" RAILS BY NATIONAL. 4' Y.T.R. EF-3 O --J HVAC SUPPLIER k INSTALLED BY G.C. O 18 GA. 0 Q A/C UNIT CONDENSATE SAIELIjlE-0ISki, SEE LLJ / DRAIN DET. �/g AND ROOF'"ING I --i Q 10" DIA EXHAUST DUCT- S/S FILTER 4'-6. 14•'04' DUCT W/ DAMPER / FOR LOCATION \ 111 Q / V-1/4" SUPPLIED BY NATIONAL HVAC/ l CONDENSATE DRAIN SUPPLIERU & INSTALLED BY (IC, Q - - - -� - r - 1 - �-• ! _ I I I NR INTAKE HVAC /2 PROVIDED. G.C. TO f I ��' INSTALL ON AN AS NEED BASS TO MAINT MIN. / 1 10'-0' CLEARANCE FROM EF-1 k EF-2. F1k ! Q D CUT. / I I II I / II �� "`-- 10' UTA I II iPARAPET WALLS ARE 40'k MGH ,� HEAT PIPE 14 EXHAUST i \I a I I ' u FINS PER INCH \\' DRAIN PAN DUCT _ _ I I� I _ I I z HEAT PIPE L J ; BUILT-UP ROOF COVERING MATERIALS W T.K.E. SUPPLY RETURN ACCESS PANEL S/S FILTER -� - , - �- - - -a� - - - SHALL BEAR UL LABELS WITH FIRE A/C UNIT [(:!�I` �`— EXPOSURE CLASS 'A'. I PLENUM CURB. � S/S BOTTOM � � OPTIONAL SINGLE PLY ROOF-SEE SPECS -- — — — — — — - - — — — j SIDE VIEW o � SUPPLIED BY: I I ) NOTE: 1, INSTALLATION OF HEAT PIPES IS DETERMINED BY GEOGRAPHICAL ( , LOCATION AND SHALL BE VERIFIED BY OWNER. THE DELFIELD CO. I HVAC CONDENSATE UNE 2. TROPIC-KOOL ENGINEERING IS SOLE SOURCE OF HEAT PIPES. MODEL u� 5412 ( W/P TRAP SEE DET. 11tH f ME2.20 ►IT.S ME215 N.T.S. (TYP. BOTH HVAC UNITS)ME214 �NDW24-- - 3/4' 1'-0" h O NEAT PIPE INSTALLATION ST AM RELIEF HOOD D IS E I - i - ' � 1 CONDENSATE I S/S ST - DRAIN 4'_8• _STEAM DUCT SHAFT `e I'-10 15/16' 10 1 a' 1'-10 15/16- ROOF 5 16'ROOF DRAIN HOSE TO 0� NTNG FLOOR SINK THRU UTIUTY CHASE. -- r I / \� DRAWN 9Y: G4Ep(FD BY: I f/ r I IEL�DMC T1P1 STEAM VENT HOLECCCJJJ I y M 7 0 H �W - FR' ABOVE STEAM FRAME S/S THRU TUBE '' �� CABINET. _ �- - - _ -J -C - - _ _--- J 2'-4' 2'-4' I ,p9 NUMBER OUTLINE OF STEAM CABINET 1 i4OTE: WHERE PEOUIRED BY CODE, CURBS TO BE VENTED --� BY INS'AII MECHANICAL CONTRACTOR. _ NOTE: A SLIDE OVER HOLE IN TOP OF NOTE: A. SLIDE OVER HOLE IN TOP OF STEAM CABINET MUST BE REMOVED. 1 1/2' DIA. S/5 �/ STEAM CABINET MUST BE REMOVED. 13"Tollw I� B. THRU TUBE MUST FIT INTO HOLE THRU TUBE --- EL THRU TUBE MUST FIT INTO HOLE IN TOP OF STEAM CABINET, IN TCP OF STEAM CABINET. h_' - 4-_ 9 3 SUPPLIED BY: C. HOOD REQUIRES 800 C.F.M. SUPPLIED BY: C. HOOD REQUIRES 800 C.F.M. WESFAC D. DRAIN MUST BE RAN TO FLOOR SINK WESFAC D. DRAIN MUST BE, RAN TO FLOOR SINK. 9*11 WJMW ME119 CB SERIES N.T.S. ME218 C8 SERIES 3/4"=1'_0' M -7 w `1 H STEAM RELIEF HOOD ISO. E STEAM RE-LIFE HOOD D MECHANICAL. ROOF PLAN SCALE: 1/4' = 1'-0" PACIFIC HWY., 11635 =� BUP 94.0165 27 OF 56 mama .. 7 _ „�,�+Mn r,.. .. .w.,. ,.-,,,,,11�,,,,,F.,�T--,-;.,:. -.._. _ —.•.r+-c-�-,�s,.,•.r.p,,u. .. -,A: I F THIS DOCUMENT IS LESS TTJ 1 Tl I ITTj I 1JT7 I I I7 r IFF 17T% i 1995 . LEGIBLE THAN THIS NOTATION, _�� _ _-�1 �- _ 6 I II 1 �' g I _lo 11 AUGUST 3� t ' I1 IS DUE TO TH,. QUALITY OF __ 140.36 �'�!„� THE ORIGINAL DOCUMENT. _ - - - — - - -- � E 6i'i 8Z G't+ 9 Z Z E I�Z iZ Z T 8T GT 9t 9T j 1E�i ET ZT Ti i 6 L 9 9 I E I Z �TDgUM ILII IIIIIIIII IIIIIIIILIIIIIIIII I�illllll IIIIIIIII IIIII�II IIIIIIIII Ilil�lllllllll�llil ullllll �III�II►�� I�IIIW.IIIIII � 11 TTI � I�III�IIII�NII lull �1�llll1W111�� lllllllll11111 I I l? ITEMS FURNISHED IN H VAC PACKAGE AGE I _ SYN. SIZE LENGTH QTY. REMARKS 1 31* X 4 1 W/ INSIDE TAP - S/A 2 31—'x 2L.s+ 42" 1 W/ INSIDE TAP - R/A 3 31AC 30" 1 W/ INSIDE TAP - S/A GUTER INSULATED JACKET --- �� _ 4 34 17' i�_._. 42" 1 W/ CAP - R/A 5 2a AC 1) y7" 3 S & D W/ CAP �- ---INNER DUCT LINER 6 24 X-1-t- 47' 1 47. 4 S & D ,_ ---SHEETMETAL BOOT COLLAR BEAD 24MxAt 23" 1 S & D _ DUCT TAPE -----��_ $ 2(A 1? 17- 1 S & D INSULATION BLANKET BY N.A.S. - 2amuAt ELBOW _ _ �� INSTALL BY CONTRACTOR. - - - - 10 26 x 1 47° 2 S & D W/ CAP - --- - SUPPLY DIFFUSER OR 11 �-2 RETURN AIR GRILLE. ��41 - 12 2 _ 47" 1 S �c D 12 aAc-I 23" 1 S & D 13 24 x 1a 6" 1 INSIDE TAP - S & D PULL. OUTER INSULA11ON JACKET BACK MND SLIDE TAPE INNER - LINER TO SHEETMETAL COLLAR WITH �`(I 47" 1 S & D INNER UNE OVER SHEETMETAL COLLAR. 2. DUCT TAPE. DUCT TAPE SHOULD BE WRAPPED AROUND 14 AC 1 SHEETMETAL COLLAR TWO FULL TURNS. 15T— ___ 2,�1 47" 1 S & D W/ CAP '6 x Is 60" 1 CAP & CAP 7 _ -mm 17" 2 ALL W/ CAP ro 18 20 x 12 " MEAN�ln'PMIS1 AT HOOD 1a 72 1 BY NSTALID�� CONTRACTOR) 19 1 wA' 42" 1 INSIDE Tal _ 31 20 t,c_ -- 2 START COLLAR W/ DAMPER �r 21 Ac-t -- 3 START COLLAR B x8' E 22 ��..o -- 7 START COLLAR W/ DAMPER DTR. TO EF-3 23 11 START COLLAR W/ DAMPER .414>�-t _ �. 24 i-i- - 7 START COLLAR W/ DAMPER 35 r a - - - OUTER INSULATED JACKET 31 25 _ -- 3 START COLLAR W/ DAMPER 26tir i -- 2 START COLLAR _ INNER DUCT UNER -- 35 1 xe xa -- - '- 27 -- 1 T-WYE � L ~. Ac-t SHEETMETAL BOOT COLLAR BEAD -` 28 Ir r 6'D x O*D -- 2 T-WYE BAND (� � ~ � 0 29 - e -- 2 SMOKE DETECTOR • ,_,---DRAWDUCT TAPE WRAPPED 28 er 31 30 JAC-1 t AC-2 -- 5 ELBOW — -- — OVER DRAW BAND. 31 6' 0 -- 5 ELBOW _ -� SUPPLY DIFFUSER OR 32 3 ELBOW RETURN AIR GRILLE. � - 27 (AC-0 33 12-' - - 7 ELBOW 34 1f — - 4 ELBOW PULL (,:!TER INSULA fED JACKET OVER SHEETMETAL COLLAR [� CUT EXCESS DRAWBAND OFF AND WRAP 35 6" o -- 2 START COLLAR W/ DAMPER 3• AND PLACE A DRAWBAND OVER THE OUTER INSULATED T• DRAWBAND WITH DUCT TAPE. , JACKET BELOW THE SHEETMETAL COLLAR BEAD. 4S 36 $" X 8" __ 1 Val CAP _.—_. 37 12" X 12" 47" 1 1 FOR STEAMER 38 6.5" A 6.5• x 6' -- 4 ROUND UNED CLG. BOX MDto3 NOT TO SCALE 39 e• x a' x s• -- 2 ROUND - PG 8" TALL CLG. BOXDUCT INSULATION I N S T A L L A IZ O N A � 22 � 40 6" 0 25' 1 Box FLEX DUET O 41 8" o 25' 1 Box FLEX DUCT �� NO23 5 TES: �j 42 10' o 25' 2 sms FLEX DUCT 1. ALL SHEET METAL gTTINGS AND COLLARS 22 43 12m 0 25' 2 SMS FLEX DUCT MUST BE COMPLETELY INSULATED. 37 22 6 U 44 16" 0 25' 1 BOX FLEX DUCT 2. SHEETMETAL TEE MUST BE SUPPORTED WITH SUPPLY 45 "S" 48" 30 'S" DRIVE A HANGER AT EACH CONNECTION POINT. PLENUM 0 46 "D" 48' 30 "D" DRIVE SUPPLY TEMPERATURE 3 8 \d! 47 FOIL WRAP -- 3 BOLLS FOIL WRAP (INSULATION) — — — — — — — _ ,. SENSOR INSTALLED BY S.C.E.S. U 48 HANGER STPAP HANGER STRAP (80'-0" PER BOX) I I I I I I Q 49 DUCT TAPE -- 2 DUCT TAPE I I I I I I 50 FOIL TAPE - 2 FOIL TAPE I I I I I I 6 N 0 TE: THE SMOKE DETECTORS WILL BE SHIPPED WITH THE HONEYWELL UP TO 29 STATS AND MAG STARTERS VIA UNITED PARCEL SERVICE (UPS). DRAW BANDS DUCT TAPE AC-1 THEY WILL ARRIVE APPROX. 1 WK. AFTER EQUIPMENT PACKAGE. - — = t.5' INSULATION TO INSTALLED ��) "'�"- 22 ✓ O ` / �.k 'ND 60X60XAND AROUND ROUND — — 26 �- txeDUCT 9Y A/C INSTALLING CONTR. 32 6 �1A901iS — ( TYPICAL ; 26 RETURN \d� PLENUM 22 - 22 SCHED MD105 NOT TO SCALF I 22 \d� PACKAGING LIST D TEE INSULATION DETAIL B SUNG - CONDENSER Alk \ �/ DiSCH IkRGE SPREADER BAR (TYP. 2) 32 SECURE FAN BASE ELECTRICAL. 32 TO CURBENTRY ON w\.. BACK OF UNIT I 1,5' INSULATION TO BE INSTALLED GASKET BY AROUND BOX AND AROUND DRAWN BY: OWNER MUST GAS ENTRY �. \ i DUCT BY A/C INSTALLING CONTR. p1ECXED 0Y: BE FIELD TYPICi'w APPLIED ` \• ✓ y ( ) at= 11}E GASKET BY ✓ � / OWNER MUST ✓ COND �70H ./' �� M / �J r BE FIELD ✓ !,.- � ✓ ✓ � R INTAKE / APPLIED ✓ FRAME i . ✓ im Nukw ! �\\\ ✓ BACKDRAIFT DAMPER �� '.��a\ ✓� O.SA. HOOD INSTAISUPPLY AIR \�� / BY HVAC(DETHVAC PROf'OTYPE MWMWDATE PLENUM -------� .� F INSTALLER) N ✓ RETURN AIR PLENUM _ - � 1 �-----A/C CURB BY OWNER 7►RFT NUMBER NOT TO SCALE MD104 (VERIFY W/OWNER NO TO SCALE M4 EF 3 DETAIL E HG�ISTINC DETAIL NOT TO SCALE PACIFIC HWY., 11635 BLIP BLIP 94-0165 - 28 OF 56 v _ - TTT1T._T� . A-1.-'IF THIS DOCUMNT IS LESS i". --T—TT,1f �tjITT11- LEGIBLE THAN THIS NOTATION, F � r 1995 7 I1QUVVmo1n IT IS llUH TO THE QUALITY OF 1 1 V-*� �rww.a.•v.eee^.ra.tre.mas�r..c.wyr t ,. ., , • - -- - - Nc.ae ®•��-'- THE ORIGINAL DOCUMENT, E �6Z I t3�Z LZ 8Z Z .. Z E Z TS o�Z i 8�i Lt 8T 4i .I6�[ E[ Zi it i 8 r-- L 9 I Q £ T11,111111 T��w IIIIII '� �Illlllll Illllllllil�llll II I I� z� il� I I II IIIIIIIIIIIII �� I II II Ilillillll I i1{I I► III Illtil,11 f lll�lll - _Y -,--1000 STAINLESS CEILINGf` STEEL DUCT TO _�.�_-- ------ ABOVE CI:"G --STEAMER HOOD R 8Y OWNER STEAWER DOOR BOTH SDE5 MD106 NOT TO SCALE E STEAMER HOOD DETAIL_ A �� --- -�8' X 18' MUA UTR. TO HVA-1 20' X 12' E. UTR. TO EF-1 19 TRIM TO FIT SEAL k INSUI-AlE i DUCT 5 4% 6 18 � NOTE: 9 SUPPLY TEMPEP ATURE A/C INSTAWNG SENSCR INSTAII_I:D BY S. . CONTRACTOR TO INSTALL OWNER />_ FURNISHED HOOD C33) om / r MD107 NOT TO SCALE 1 R 1.5' INSULATION TO BE INSTALLED �r F HOOD LAYOUT AROUND BOX AND AROUND 0 DUCT BY A/C INSTAWNG CON TR. R/A DUCT � 24 � 24 24 S/A DUCT 20 17 l ✓✓ � ( J '` 24 ` � t � 2 15 31 o SECURE FAN BASE ( �•�' 25 10) 1 20 er \.J TO CURB --� I 12' x 12' E. UTR, TO EF-2 24 � 21 v �� 10 o OUT OF BOTTOM 37 14 37 � 14� � 17 17 / i� TO STEAMER HOOD. GASKET TO BE ar 47' LONG. FIELD APPUED _ 28 / \\\___/// I 16 i ON CURB I J Ole � 29 Ak on SUPPLY — � PLENUM UP TO 21 / AC-2 --- BACKDRAFT CAMPER 24 INSTALLED A* 25� - EXHAUST UTP. TO EF-1 24 DUCT TRAN!ATION AT HOOD BY INSTALUNG CONTRACTOR NOT TO SCALE 34 ( SEE ABOVE ) V 33 1.5' INSULATION TO BE INSTALLED _ EF #2 DETAIL AROUND BOX AND AROUND DUCT BY A/C INSTALLING CONTR. RETURN --- PLENUM / NOic - - - THESE DRAWING ARE DIAGRAMATIC AND MA's 110. CHECKED BY: ARE NOT INTENDED TO SHOW EVCRY OFFSET THAT MAY BE REOUiWD DVE BUlD1MC TAPE TO FIELD CONDITKM'S. M 70h h FRAME. ,IDB WLARR PROTOTYPE rW.. DATE 6 - 4- 93 SiMT WAAW NOT TO SCALE M 5 H D KITCHEN AREA HVAC LAYOIJT PACIFIC HWY., 11635 BLIP 94-0165 29 OF y t� . � 1 I �T T_. T f i�T1��i-tt-1 1 'Ir 1 �-(7�'I I I 1 �� _ . T IF THIS DOC(.iMI;NT IS LESS 1 I I ITTT 1�' 1 111 1 f I l I ' I I 1 ,-795 r LEGIBLE THAN THIS NO`T'ATION, 1 _7 G � 3 � � =IT7 6 t F � � 1'g I il� �� ' �`� A�JGUST SCSfi _T__ I`T IS DUE ' QUALITY O NO-36 I'O THE 'CIIE ORIGINAL DOC^UMEN'I'' £II 4Z 8Z LZ 9Z Z Z £ Z iZ -�Z Qt s!i Lt 9i 9I tI £t Zt It T �� IL 8 I II�IIII ILII1 `` ll�llll Illl�llll IIIIlIIIIIIIIII�III {� ` �1 l III I� I IIli�ll I llll�il,l II 11111 Illlllll�lllll��lll IIII�IiII I I�III ` III�I IIIIl1l�LIl�.ILI llll�.11ll llll�ll ILII 1111�1,111III�I►►II► Il�ul ail�Iuilu.��uT�i��,ii I► ILII I�I Illllll I �II I II� IIi� I II III 11 I i III I Il II ELECTRICAL_ EQUIPMENT CONNECTION SCHEDULE SHEET NOTES NO. DESCRIPTION VOLT QUAN. KW HP AMP KVA COIN MTG TARE COND CKT NO. CB REMARKS OPANEL FOR MOTOR STARTERS CUTLER HAMMER PB348X - 15'. P834TF COVER. 34'X5' 1 ICE MAL-MINE 208 1 1.2 -- 20 1.2 J 78' 4-512 3/4' A-7-9 20/2 COND. ON ROOF _ ❑ �.J E.C. IS TO 'rERIFY POAER REQUIREMENTS FOR POLE SIGN A MACHINE COND 120 1 1.6 -- 125 1.5 ROOF 3-/10 1/2" A-29 30/1 3OA/120V DISCONN. AND PROVIDE SLCOND CIRCUIT AS NECESSARY 2 FRYER OUTLET -� 120 1 1.8 -- 13.3 t.8 12' 3--#12 1/2' A-11 20/1 NEVA 5-20F'. 4X4 ,--BOX • 88' A.F.F. FOR SPEAKER MIRING, STE LIGHTING 3 UTILITY 120 t -- -- -- _- �:' 56- 3-#12 1/2* A-13 20/1 PLAN (E?) FOR CONTINUATION TILI -- - -- -- t2- 3-/12 1/2' A-13 20/1 /,x(2)1' PIA • (1)1/2" DIA CONr`,:;�T TO 007510E MENU BD. FROM 4" J.B. • 12" 4 UTY 120 1 A.F.F FOR MICROPHONE SPEAKER t BELL SEE NOTE 7 ON E2 SHEET. Q CHOPPER 120 1 -- - - -- -- E,()' 3-/12 1/2" A-13 20/1 6F1 _ RETURN & CALL SPEAKER • 56" AF.F.(4X4 J-BOX) EXTEND 3/4' 6 DRINK SYS'EM COAD. 120 1 25 -- 30 y 25 J❑ ROOF 3-010 1/2' A-10 30/1 30A/120V D15 (S)CONDIJIT TO J-BOX BELOW COUNTER,CON. FEE NOTE µ 7 DRINK SYSTEM 120 3 1.2 -- -- 1.2 �- 10 4--/12 1/2" A-17-19 20/1 SNSOR LOOP IN D/T LANE • D/T WINDOW, TERMINATE HIRES IN 4X4 J-BOX SO 12- A.F.F. W/1' CONDUIT UP TO 2X4 J-BOX FOR TIMER DISPLAY 8 UTILITY 120 2 -- -- -- -- 16' 3-#12 1/2' A-21 20/1 - O 78'A-F.F. W/1' C. TO ABOVE CLG. FOR D/T TIMER. (PROVIDE PULL STRING) 9 UTILITY 120 1 -- -- -- -- I&= 48' 3-f12 1/2* A-21 20/1 4-X4-X4' J--BOX W/'S.S. COVER PLATE & 2 1/2' C.O. UP 10 TACO CABINET 120 2 20 -- -- 2.0 90' 4-(12 1/2" A-23-25 20 ) NEMA 5-20R OABOVE CEILING FOR COMPUTER CABLES. (PROVIDE PULL STRING) 11 HOT WATER MAC-- 208 1 4.05 -- -- 4.05 48' 4-/10 3/4' A-i8_2Q 30/2 8 4X04 J-BOX W/S.S. COVER r 10 CONDUIT FOR COMMUNICATIONS TO -_� C TERMINATE ABOVE CEILING. (PROVIDE PULL STRING) UTILITY C.T. COMPARTMENT 12 HAND DRYERS 120 2 -- -- 30 -- J❑ 40' 3-/10 1/2' A-37-39 sr '' 2-4 11/16' J-BOXES BUTTED TOGETHER AT 50' AT F. W/O AND METERING -`�� FOR D/T TIMER t3 UTILITY 120 1 -- -- - -- E)= 36' 3-/12 1/2' A-38 20/ 19 MUDD RING FOR EMS CPU - SEE E5 DETAIL 2 BASE STATION VERIFY LOCATION W/ ----,•,� 14 UTILITY 120 1 -- - -- @ 36• 3-#12 1/2' A-38 20/1 10 WITH DOOR COVER'EMS INTERFACE PANE1- CUTLER HAMMER TYPE 'PB" 21x38x6'-(HXWXD) MAIN SW. BD 'MS' IRRIGATION PLAN 1S UTILITY 120 t -- -- -- - 12' 3-/12 1/2' A-22 ?v/1 /-- 26' N 66' NOTE: 11 HUBBELL 05262-I.G. DUPLEX OUTLET ABOVE KUNG, U.N O. PANEL 'A' CONNECT FOR COOLER ELECTRICAL 8 SAFE 120 1 -- -- -- -- � S 24' 3-/12 1/2 A-22 20/1 LOCATE STARTERS FOR t5 TOGETHER SEE SHT. E-3 I7 UTIUTY 120 2 -- -- -- -- 48' 3-/12 1/2' A-24 20/1 Qfl 12 HUBBELL #5262-I.G. DUPLEX OUTLET O +24 11 U.N.O. EF-1 & MUA-1 ON WALL _ / 17 ABOVE �'-`�� 15 7� 23 ( 7 26 36 18 U71UTY 120 1 -- -- -- -- 12' 3-1112 1/2' A-2♦ 20/1 &fi 66• 23 66. 19 (28 Y 1 __ __ _._ _ -- 13 HUBBELL IG&IOOH-S OR PASS • SEYMMOUR IG6382-OSP 13 21 23 N 19 WATER FILTER 120 1 96' 3-/12 1/2' A 24 20/1 FOR HEADSET Ny 4A AA x 0 INFRA--RED FAUCET 120 2 -- -- -- � 20' 3-f12 1/2' A-38 _ 20/1 C.TO SINK ANS GRND 14 PHONE JACK FOR DEDICATED PHONE UNE FOR COMPUTER SYSTEM. C�•IAN:� - �j =- 21 COFFEE 120 2 -- -- -- -- 48• 4--/12 1/2' B-8-10 20/1 L 'B' 9 1 - --- 23 58'. K3Jwa• I 15 HUBBELL #5282-I.G. FWRPLEX OUTLET ABO`k CEILING, U N.O. L 15 T CO/8 � 23 1 J - 1 2 D-T SYSTEM 120 1- `- _ -- 14' 3-/12 1,/2' B-8 20/1 _ _ 16 1/2" CONDUIT FOR SECURITY SYSTEM TO TERMINATE I SAE SHT JSEE 14 �E J KITCHEN POS W,A.G 120 - 3 /12 1 /2 A-8 20/1 - SABOVE CEILING. (PROVIDE PULL STRING) - 0 O I _ OPEN -- -- -- -- -- --• >� _-- -- -- -- -- -- 17 EIFr:. CON TR. TO INSTALL CONTROL CABLE FROM FREEZER/PIM � 5 KITCHEN POS W/I.G. 120 12 -- -- -- -- >� SEE 3-/12 1/2' B-20 i 20/1 SEE NOTE /18 SCOOLFA FMN COIL. TO ROOF MOUNTED CONDENSER. TELEPHONE 36' 6 FLY FANS 120 1 .9 -- q 98"FILM 3-/12 i/2" B-t11 20/1 -- r 18 ISOLATED GROUND FOR P.O.S. SYSTEM TO BE CONTINUOUS FROM 10 15 LAST OUTLET TO PANEL. DEDICATFn CIRCUIT W/ SEPARATE ISOLATED ORXEQUA 33 14 FIRE PULL 7 FLY FANS 120 1 .9 -- -- .9 72' 3-/12 3/2" B-18 20/1 GROUND W/ LESS THAN 0.5 OHIM IMPE^ENCE. TERMtNAT'E AT NEUTRAL STATION 128 EXIT ALARM 120 1 .1 -- -- .1 J❑ 108' 3-/12 1/2' B-26 20/1 TO GROUND BUSS BAR INSIDE `HE MAIN SOURCE PANEL PANEL 'C' 5 I:Fl 11 19 13 DUAL PREP UNE w 208 1 -- -- 99.3 -- CLG 43/0 A 1N 2' - WARE TO 'MS" 19 INSTAL (,J Y T.B. DJ-BETEX EA 25.'14 A. EXIT ALARM SF ELEC. SERVICE Y S(SLJPPUEB BY T.B.) J-BOX • 108' A.F.F. FOR TRANSFORMER. CONDUIT PANEL b' BUILT -{10 29 --I f- I;l11LT INTO •�` W�� - _, � I EQUIPMENT -�- (ar�n• � --- (� FUTURE -� 120 1 -- -- -- -- 12' 3-/12 1/'1" A-16 20/1 TO ALARM • 40" A.F.F., CONDUIT FROM ALARM TO CONTACT SWITCH IN INTO EQUIPMENT I - 31 NEON LIGHTS 120 2 -- -- 2Q -- J❑ 120• -- -- B-28 20/1 DOOR. ALARM TO BE SUPP'UED BY TACO BELL. INSTALLATION, CONDUIT, HARING AND JUNCTION BC:FS TO BE SUPPUED BY ELECTRICAL CONTRACTOR. 0--tcer.w ''2 4APM PREP LINE 208 1 -- � 85.7 -- CLG 4/2 & 1/4 1 1/4" -- MARE TO 'M5" 20 E.C. ,0 ROUGH4NRECESSEO ELECTRICAL BOX 86` A.F.F.FOR SECURITY SYSTEM TO OIN OFFICE (FOR 12' i n� r � � �� . . 303 SECURITY SYSTEM -did , 120 1 -- -- -- -- -- 3-/12 1/2 B-30 20/1 ABOVE CFJUNG IRfL HTR. K�lIG1ER 120 1 -- -- - -- 48 3-/12 1 A-21 20/1 L.:.j[7 CONTROL PANELS) W/0)3/4' & (1)1/2' CONDUIT TO ABOVE COLING. 7 I ( 0 11r- 4X4 J-BOX ' /2' W/ 1/2. C. 17 • JUNCTION BOX ABOVE OFFICE CEILING, ABOVE CONTROL PM1El, +90• 11 jr TO COAD ON �� SMOKE DETECTOR 120 2 -- -- -- -- 0 CLG 3-f2 1/2' A-15 20/1 AND CONNECTED TO 20A BREAKER CIRUI B-30 NTH LOCK-ON. FOR WIRELESS 2S --I 1 32 u 15 1 EF-1 ON ROOF 1 + RJ31X TELEPHONE JACK ABOVE COLING, ABOVE CONTROL PANEL 111 SEE SHT. E-3 � 36 IRRIGATION TIMER 120 1 -- -- --- -- J 18 3-�12 1/2 A--t3 20/1 HEADSET ----• - - - - - 7 -- - + T02ABO IIT FROM AT OV OFFICE CEILING, ABOVE CONTROL PANEL 8 � )- 11 ° m r ° 23 10 ;18 2 _ - -- ~- IN CUSTOMER AREA, INSIDE COOLER ON HINGE SIDE OF DOOR • 48' +12 8 ING ° 2S U •12 x - A.F.F. AND DOWN CHASE OF DUAL PREP UNE TO 36' A.F.F. 4 i = ° 4X4 OX 0 I PHONE JACK (RJ-11) AT 66' A.F.F. AND 10" FROM CENTERLINE OF (2) - _ W 1 C I -' L-1 21 4 11/16 J-BOXES IN NOTE 9. RUN PHONE LINE DIRECTLY INTO TELEPHONE +24" 22 / TO C _ J - __ - BOX TO BE TIED INTO THIRD PHONE LINE. 18 - -- - - -- - z 4 25 12 I I -- - - - - - - - - - - b - - - - - - - - ABOVE PANEL A SCHEDULE PANEL B SCHEDULE 7 21 ; ,2 ,2 20 CLING o 35 Z v01_.TS i20/208v/3 PH, aw PANEL A (10,000 Al.c.) FEED VOLTS 120/2ogv/3 PH, 4w N E.c. PANEL a (10,000 A1.c.) FEED _ r cthaci. r r �--� +24' 12 rU J W MAIN e.25A LUGS LOCATION ATG. FLUSH MAIN 225A LUGS LOCATION M'G. FLUSH 0-- I ® - - - - J U WATTAGE If LWATTAGE WATTAGE R Y c e e Y II i WATTAGE ' - - -' - - - - - - - 15 ``-' D W LOCATION I E I T T K K T T E I LOCATION LOCATION I E T T K K T T E I LOCATION - - - - - - - _ Phi ATPH EI PH C f PH A PH B PH C _ - PH A PH B PH C R R PH A P_H B PH C 12 Q __j WALK-IN COOLER 1350 t 1 30 20 2 1 615 EXHAUST FAN I/1 MOOD LTS REST RM 450 3 1 2 2 9 960 DINING • 13W 3 4 615 _ WITCHEN 960 _ 9 3 4 12 960 DING RM, s 9 7 11 2S 7 T6 18 25 25 25 W _ 135_0 5 3 3 6 615 _ •MENU BOAPD - 600 1 5 6 SPARE + 21 +24' +24' W ICE MA(ME 800 1 7 20 8 10 1400 KITDO POS A.G. *OUTSIDE LIGHTS 14W _ 13 7 8 3 1000 _ UTILITY _ I U COND. ON ROLA 600 9 2 10 2500 BEVERAGE UNIT + 1460 13 9 10 4 1000 UTILITY / n LLJ FRYER OUTLET 1800 1 11 12 _ SPARE _ *SECURITY UGHTS 1360 4 11 12 - 1000 WINDOW OUTLET 7 v J UTILITY 1 uOo 4 13 14 1 SPARE -MENU BOARD GN 500 2 13 14 SPARE - SMOKE DETECTOR 300 2 15 16 1 1325 _ REFRIG. TABLE *YARD LIGHTS 920 2 2 15 16 _ SPARE - DRM SYSTEM 1200 1 17 18 1 4000 W. HEATER MACH. 920 2 17 18 2 900 FLYFAN DRINK SYSTEM 1200 1 19 2 20 4000 • 920 2 19 20 1000 KITCHEN POS W/l.G. UTILITY 1600 3 21 2?. 4 720 UTILITY +RGOF LIGHTS 1050 6 21 22 4 360 NIGHT LT-EMERG, TACO CABINET 1400 4 1 23 24 3 720 UTILITY t ROOF • 1225 7 _ 23 24 SP�RF TACO CABINET 1400 1 25 20 26 37'3 Y.U.A-1 + 1050 6 25 26 1 100 EXIT A'-ARM Ej SPAR 27 28 375 +BULD..G SIGNS 1000 - 1 2.7 28 1 400 NEON LIGHTS + ICE MACHIN COND 1600 1 29 3 30 375 • 1200 1 29 30 1 400 SECURITY SYSTEM SPARE 31 130,132 1 1350 FREEZER • 1200 _ 31 32 100 EMS -- SPARE _ 33 34 13W *POLE SIGN 1200 33 34 SPACE SPARE_ 35 3 36 1350 • 1200 35 36 SPACE HAND DRYER 23W 1 37 t m 6 1000 UTIUTr *OUTSIDE UGHTS 1480 37 38 SPACE - 2350 t 39 40 SPARE • _ 1460 39 40 SPACE SPAPf 41 42 SPARE 5PAt 41 42 - SPACE 8 TOTALS 7900 6200 7350 A8740 6885 7110 T01 ALS 7090 8050 6ri05 _ 3060 2720 2400 8 PH A- 16640_\ PH A=10140 _ LIGHTING 22455 X 1.25ACL 28069W_ PHA 13085 44185W TOTAL POWER - 44185W = 122.6 HIPS l2C/2U8V-3 PH. -4W PH 9- 10-770 ) 29815W �- _MISC POWER - - =7Y.if) _ PH C= 1,460 _ PH_ C- 8905 _ TOTAL LOAD - -35429W _ -- - _ • CIRCUITS TO BE WIRED THRID EMS CONTACTORS--E5 DET OIL 3 3542OW - 98.4 AMPS • 120/208V 3 PH. -4W PANEL D SCHEDULE PANEL C SCHEDULE GROUNDING NOTESPAIC 01 ITU OF +� VOLTS 120/208/3 PH./4W PANEL (10,000 AIC) FEED VOLTS 120/208/3 PH/ 4W PANEL C (10,000 A.I.C.) FEED AUIumOWEIILww 01A�M LST AIf�ID GOPPEI! 31 31 MAIN 100A LOCATION MTG. MAIN 200A LUGS LOCATION MINI DUAL LINE MTG. 0T L1aN1iNT,00IWUT 41) WIIBL LOCATION K - WATTAGE WATTAGE K LOCATION LOCATION K WATTAGE WATTAGE K LOCATION- �� NOTDIt�mIIo�M�ixI - ___ PHA PH B PH C PH A PH B PH C PH A PH B PH C PH A PH B PH C 15 _ 14 - � AM TABLE 2250 800 GENERAL 12 1!STEAM TABU; 1750 1200 TBLTLTP WANO O _ 13 20 12 -- _ � RY 1 SIE_ _ -- -- - --_ - 2 AUTO FILL S 80.0 SPARE 13 2 TBLTOP %Ae0 1200 1200 TBI.TOP W ANO 14 _ 30 - 10 MAD=TVK 3 2250 ___ 14 3 1750 _ 1200 15 _ _ IO n/� �--� 4 STEAM TABU_' _ -- 4500 -- 15 4 ^�! - - 1200 _ 1200 16 _ 80 r 10 I v' 7 O I � 5 GOND LINT 1080 16 5 InM.tv S1ST S 600 1745 T LAMP 17 100 8 AME 1 6 --- - - 45M -� 17 6 BLANK - -- - 600 �x is 240 - 6� 7 HEAT LAMP 2440 - 18 7 MW WWALL 1200 19 400 3 -- -- -- JOB NI11�Jt 8 T13LTOP WWRMR 1200 19 8 STEAM CA911fT 1 600 1080 REi1MG SW5•IE1M 20 600 �! 1 9 _ 2440 20 9 STS TABLE 1750 1750 - STEAWM TABLE _ 21 am _ 0 10 1200 _- 21 10 TBLToP %ANMER 1200 1750 S1EAY TABLE 22 _ 1000 2 0 11 PAD-HEAT B00 _ 22 11 1750 _ 1750 23 1200 - 3 0 -� Pttpin�t7 E t5g1E oATi TOTALS _ 6490 10390 6180 600 12 _ 1200 __ 1750 24 1800 4/0 -_ A= 6490 TOTALS 4750 5900- 3553 3480 5900 5845 -J - _ ^� 2000 - 250MCM M 93 PH -_ -. PH B- 10390 TOTAL WATTS = 23660 W = 65.7 AMPS 1201208V-3 PH. -4W PH A= 8230 _ 2500 350MCM �T NIlI�R PH B= 11800 3000 400MCM PH G= 6780 .___ 4000 ,500MCM � '•- PH C= 9395 5000 - - 700MCN - TOTAL WATTS FOR KITCHEN EQUIPMENT = 29425W = 81.7 AMP'S • 120/208V-3 PH. -4W 8000 800MCM E L. E C T R I C, .A L PLAN SCALE: 1/4 " = ��-0" PAWL 'D' 1�- PREINSTALED IN MINI UNE PANEL 'C' IS PRONSTALLED IN DUAL UNE -' PACIFIC HWY., 11635 BLIP 94-0165 30 OF 56 ^t T }��{�I ' I F T f. 111TTI TP711111111111117I T I I T 11 �I' � I 1 i HI DOCUML'NT TS L>;SS � 4 �- •• Q " �U xl, 1�j �. c-�• 1995 LEGIBLE THAN THIS NOTA'T'ION, J �? S �+, ��O-��`� ! �O i -- -��_ WOOL- IT IS DUE TO THE QUALITY OF No.3e THE ORIGINAL DOCUMENT. E E3Z 8�Z� L�ZA 8Z Z Z E _- tl - N3I 81 - Li8'11! 91b £(tZi 68 9 b E I I' I III111�1111 I111�1111 lll��► �I��1(Il �illl��l��llIllIlI �11►I�III11��III1I1,1(I►� Ill►1Illl 111 ,il llll��l(Il Il1l1IL�.I�IIIIlUlLI11111111llWllll1�11llllW1 l LIGHTING CONNECTION SCHEDULE _ _ _ SHEET NOTES NC)- OVANTITY LOCATION OPTIONS MANUFACTURER /ITEM NUMBER FIXTURE TYPE/BALLAST ��— L.ATVlP MOUNTING VOLT WATT REMARKS _ CONDUIT & CONDUCTORS DOWN S/5 ''.HAFT TO PREP LINE. SEE SHEET E-1. SEE SITE PLAN FOR LOCATION AND BASE CETAILS 1 HUBBELL RCM-040OH-1P8-1 MAGNUFORM H SERIES R(AM 400WATT NTL HALIDE (CLEAR) POLE MTD 120 460 A SEE PARKINGGE1�I.YlE MAOC_UTE S8M-400-4 SPECTRA VIII �~ 400WATT NTL HALIDE (CLEAR) POLE NTD 120 460 SEE SITE PIAN MIXTURE IS SUPPLIED MATH Mk MOUNTED IN EXHAUST H000 W/ PREWIRED JL—BOX. (2)1" PH. & (1)1/'2' NH CONDUITS TO INSIDE FOR SPEAKERS, FOR POMER AND COMMUNICATION. SITE PLAN AREA 2 UL LISTED, MET LOCATIONS 3 U.S INDUSTRIES CE II-400-11-120 SPAULOING CAMBRIDGE II 400WATT MTl HALIDE (CLEAR) POLE MTD 120 480 OPEN CONDUIT DOWN S/S SHAFT TO PREPARATION UNE. SEE PLAN ON SHEET E-1. � - -- �--�2 • 1 HUBBELL RCT-040OH-ITS-1 MAGNUF(ft II SERIES RCT 400WATT MTI HALIDE (CLEAR) POLE MTD 120 460 3 B SEE PARKINGSEE SITE PLAN 2'-0* < 4'-0' RELIEF GRILLE ABOVE MANI PREP-UNE. 2 GD LYTE:WDE-UTE 88M-440-1 SPECTRA VIII 40OWATT MTL HALIDE (CLEAR) POLE MTD 120 480 UL LISTED, WEI' LOCATIONS 4 FIXTURE k SWi IGH SUPPLIED MATH & MOS�NTED IN COOLER ^"_DIEL. 9 SITE PLAN AREA =� __� _ ____ - O O(ONLY IF OPTIONAL MINI PREP-LINE IS USED) 3 U.S. INDUSTRIES CE II-400-M-120 SPAULDING CAMBRIDGE It 400WATT MTL HALIDE (CLEAR) POLE MTD 120 460 - 5 ELECTRICAL CONTRACTOR SHALL INSTALL (2)8' X8 0HN SPEAKERS Wj GRILLE AS SHONM - 1 HUBBELL PRP-G150S-118 F'ERfMAMITE SERIES HIGH POWER FACTOR 175 WATT HPS (CLEAR) WALL 120 185 OON PLAN STUB-(VJT LOW VOLTAGE WRING IN OFFICE FOR MUSIC SYSTEM MV 3/4` CONDUIT NOT CENTER OF LIGHT SWTp1ES MALL 1 EXTERIOR NOT BE LESS THAN 3FT OR MORE THAN C _ 2 aNLYTE:KLP WPM175MA-8 WALLCUBE 300 SERIES HIGH POWER FACTOR 175 WATT HPS (CLFAR) WALL 120 185 UL LISTED, OCT LOCATION SPEAKERS AND MUSIC SUPPLIED BY TACO BELL, INSTALLED BY ELECTRICAL. CONTRACTOR. 4FT ABOVE THE FLOOR LINE WALL 3 U.S. INOUSTMES WN-15S-120-H-1-SN4-DE GE WALLMOUNT 175 HIGH POWER FACTOR 175 WATT HPS (CLEAR) WALL 120 185 INSTALL MUSIC MACHINE BY CONNECTING SPEAKER TO IDENTICAL COLORED WIRES ON PLUG (Wj WRE NUTS) SUPPLIED W/ MUSIC MACHINE AND PLUG INTO MUSIC MACHINE. HUBBELL LD-243656 MARCO 32 WATT M.HAUDE 32 WATT MTL HALIDE E17 WALL 120 55 0 8 EXTERIOR 2 GENLYTE.•LYTECASTTR 33122CL METAL HALIDE 32-WATT HALIDE E7 WALL 120 55 UL LISTED, D - A 32 WATT MTL 1AMP LOCATION SOFTIT _ _s 3 U.S. INDUSTRIES 1224Mi-32MHFE-M362 PRESGOLITE 32W M.H. 32 WATT NTL HALIDE E17 WALL 120 55 1 HUBBELL RS3GNA01-AME-XX 2'::4' TROFFER (3-LAMP) INAD 11240120 — (3) GEF40SP35/FRS/MIM RECESSED 120 85 p/�T120 E 4 KITCHEN GENLYTE/CRESCENT KLP X12GVA340-LE 2'X4' TROFFER (3-LAMP) MAD 8240TI20 (3) GEF40SP35/RS/EW-II RECESSED 120 85 T-BAR W/ ACRY6C LENS ELECTRICAL. CONTRACTOR 10 PROADE 3 U.S. INDUSTRIES 2J340 EXA 120 ELE LK LW 2'X4' TROFFER (3-LAMP) 146n20 (3) GEF40SP35/RS/WM RECESSED 120 85 I C.O. AND WRING FROM COOLER SWITCH P40TIZO _ B-11,37,39 -- - - i0 ADDITIONAL LIGHT FIXTURE- IA HUBBELL RS%2GNA01-AlE--XX 2'x4' TROFTER (2-I.AMP) TRIAD 82401120 (2) GEF40SF35/RS/MA RECESSED 120 6n ADDITIONAL LIGHT FIXTURE FURNISHED C1 23 2A GENLYTE/CRESC-ENT KIP XT2FVA240-LE 2'X4' TROFFER (2-LAMP) TRIAD 62407120 (2) GEF40SP35/R5/EW-II RECESSED 120 60 T--BAR W, ACRYLIC LENS BY TACO BELL AND INSTALLED BY E.C. KITCHEN -_ ---- SECURITY 3A U.S. INDUSTRIES 2J240EXA 120 ELF LKLW 2'X4' TROFFER (2-LAMP) TRIAD 82401120 (2) GEF40SP35JRS/*W RECESSED 120 60 UGHT - 1 HUBBELL RS3GNA01-AIE-XX-2C 2'X4' TR%T'ER (3-UWP) MAD`021on (3) GEF40SP35pS/WI RECESSED 120 85 D T-BAR W/ ACRYLIC LENS D EMI 1 EMERGENCY 2 GENLYTE/CRESCENT KLP XT2GVA340-1E-EM690 2'X4' TROFFER (3-LAMP) 101120 (3) GEF40SP35/RS/EW-11 RECESSED 120 85 wf EMERGENCY BATTERY 37W _ LIGHTS 3 U.S. INDUSTRIES 2J34O EXA 120 ELE LKLW-EL, 2'X4' TROFFER (3-LAMP) ��2D (3) GCF40SP35/RS/WM RECESSED 120 85 PACK — i _ ___^_ 11 M 39 1 HUBBELL RS2GNA01-AIE-xX-2C 2'X4' TROFFER (2-UWP) TRIAD 8240n20 (2) GEFA0SP35/RS/WI rECESSED 120 60 T-BAR W/ ACRYLIC LENS _ 3 EM2 3 EMERGENCY 2 GENLYTE/CRESCENT KLP XT2GVA240-LL-EMB90 2'X4' 'TROFFER (2-LAMP) 'MAD B240n20� (2) GEF40SP35/12S/Ew-II RECESSED r 120 60 W/ EMERGENCY BATTERY I 3 B- 2 F 3 U.S. INDUSTRIES 2.1240 EXA 120 ELE LKLW-EL 2'x4' TROFFER (2-LMP) TRIAD 0240T120 (2) GEF4OSP35/RS/WM RECESSED 120 60 PACK I L L a _ FF�7RY CJHUBBELL LID-510 EM LED EXIT SIGN rAmo*mulQ� LLp SURFACE 120 6 D --- 3EXIT 1TRITIUM EXIT SIGN a�va TRITI SURFACE 120 6 SINGLE FACE, ENERGY EFFICIENT 37 1 G ab3 2 GENLYTE XL1G1120 UM I D SIGN 3 U.S. INDUSTRIES app-CP-13-YPF-120-CR TRACE-UTE LED LED SURFACE 121, 6 i _ I IlkNSTALLED 39 1 HUBBELL RS2FNAO1-Eft-XX 2'X4' TROFTYR (2-LAMP) TRIAD 02401120 (2) GEF40SP35/RS/UMM RECESSED 120 60 I URE1 G3DINING 2 GENLYTE/CRESCENT 24FP34OAl2SS 2'X4' TROFFER (2-LAMP) MAD B240n20 (2) GEF4OSP35/RS/WM RECESSED 120 60 FLANGED, W/ ACRYLIC LENS EF 2 ON B '�5,*r EMtts-- ab 3 3 U.S. INDUSTRIES 2F240 EXA 120 ELE U(LW 2'X4' TROFFER (2-LAMP) TRIAD B240112D (2) GEF40SP35/RS/WM RECESSED 120 60H 1 MENUBOARD 1 FLUORESCENT. MENUBOARD SUPPLIED BY TACO BELL (2) 24 T12/(8)26 T12CW WALL 120 400 INSTALLED BY G.C. E1 ( 1 1 HUBBLE MIC-00705-259/MHS-007OS-268 MICROLITER II /IMINWTER r 70 WATT HPS ROOF TM fD 120 90 I C-18 I I r-- 1 8 4 J 18 ROOF 2 GENLYTE SBF077HLXL KLP SILHOUETTE S8F SERIES 70 WATT HPS ROOF MMT.) 120 90 UL LISTED, NET LOCATION 9 1 3 1 1 37 LL 3 U.S INDUSTRIES SBF-07SIN-120 LT 2'X4' POWRFLOOD 70 WATT HPS ROOF MTD 123 90 OPTIONAL I D _ 1 HUE43LE MHS-0250H-268 MINILITER 11 FLODUGHT 250 WATT N.H. (CLEAR) ROOF MTD 120 290 MONITOR ab 1 I K SEE R60F 2 GENLYTE SAF257MAW-8 KLP 250 MH FLOODLIGHT 250 WATT N.H. (CLEAR) ROOF MTD 120 290 UL LISTED, NET LOCATION (USE NTH I E 1 SITE PLAN (FLAG POLE) _ MINI �) I 1 I 3 U.S. INDUSTRIES P54F-25S-1-1-1--6X6-DB GE P154 POWERFL000 250 WAIT M.H. (CLEAR) ROOF MTD 1?.4 290 \ I 3 EF-3 I ~' 1 HUBBLE RA2GNA01-E1 2'X2' TROFFER (2-LAMP) (2) GEF4046/ES SP35 RECE::SED 120 90 I 39 OFFIIs L 2 EMPLOYEE 2 GM_NLYTE/CRESCENT XT2GVA2U4-LE-LMP 2'X2.' TROFFER (2-LAMP) (2) GEF4046/ES SP35 RECESS® 120 90 T-BAR W/ ACRYLIC LENS '� ^ 1 ,, D 3 U.S. INDUSTRIES UJ240-EXA-LE120 2'X2' TROFFER (2-LIMP) (2) GEF4046/ES SP35 RECESSED 120 90 - - , E ` _ 1 HUBBELL. PRP-25OH-118 SECURITY WALLPACK WITH PHOTO CELL 250 WATT MH WALL 120 250 3 3 B-1 I M 1 REAR UL LISTED, OCT LOCATIONS -- 2 GENLYTF WP250LX-P-110-1 METAL HALIDE WITH PHOTO CELL - 250 WATT MH WALL 120 250 1 - - - - - - - n < E1 v B-1 I J Et _ `-- 8-22 Q MANDATORY LIGHTING SYSTEM MEASURES (d) IN ALL AREAS *ERE EFFECTIVE USE MAY BE MADE OF NATURAL DAYLIGHT'NG AND LUMEN MAINTENANCE CONTROLS UGHr,LIGHnNc CIRCUITING SHALL BE ARRANGED SO THAT UNITS,IN 22 1 U 1, ALL FIXTURES TO BE SUPPLIED BY TACO BELL W/ A. FLUORESCENT LAMP BALLASTS (MND LUMINAIRES WTH FLUORESCENT ALL PORTIONS OF THE AREA WHERE NATURAL LIGHT IS AVAILABLE AT "-' �---+ LAMPS AND INSTALLED BY ELECTRICAL CONTRACTOR. LANA BALLASTS WHICH ARE INTENDED TO OPERATE AT NOMINAL. INPUT THE SAME TIME, ARE SNITCHED OR DIMMED INDLPENDENTLY OF THE 4 � r� 2. SINGLE WEATHERPROOF GANG BOX SECURELY VOLTAGE OF 120 OR 277 VOLTS HAVE AN INPUT FREQUENCY OF 6OH7, REMAINDER OF THE AREA. WHEN EFFECTIVE USE OF NATURAL LIGHT CAN 11 E1 4 2 Et 1 EM2 � Z ANCHORED TO 2" X FASCIA W/ 1" LAG SCREWS. HAVE MAXIMUM LAMP OPERATING CURRENTS GREATER THAN 350 BE ACHIEVED THROUGH ON-OFT SWTCHING OF ONLY A PORTION OF THE SECURITY G .C- LAMPS WTHIN EACH OF THE LUMINAIRES LOCATED IN THE AREA WHERE LIGHT U LL ►--� 3. MENU BOARD - BOARD IS SUPPLIED IN 3 SECTIONS MILLIAMPERES BUT LESS THAN 5G0 MILLIAMPERES, AND CAN BE USED NATURAL LIGHT IS AVAILABLE, THE OTHER LAMPS IN THESE LUMINAIRES TYP. POS MONITOR LLJ LLJ ELECTRICAL CONTRACTOR TO MARE AND CONNECT TO POW]R. TO OPERATE FLUORESCENT LAMP TYPES F40T12 OR F96T12. MAY BE SWTCHED NTH THE REMAINDER OF TME AREA. 1 ~ 4. G.C. TO PROMDE WALL BRACKETS FOR INSTALLATION. B. CONTROLS FOR LIGHTING LOADS WITHIN THE WIL)I:G ENVELOPE SHAM MEET EACH OF THE FOLLOWING F'EQUIREMENTS. � LTJ 5. APPROVED LIGHTING VENDORS ARE AS FOLLOWS: (e) IF DAYLIGHTING OR LUMEN MAINTENANCE CONTROLS ARE INSTALLED 4 -2-4 LL U (a) EACH AREA ENCLOSED BY CEILING-HEIGHT PARTITIONS SHALL HAVE FOR CALIF. : CO!LIF'�_Y WITH SECTIONS 2-5341(d), THEY SHALL HAVE MINIMUM E1 1 4 �1 11 ��5�SECURITY ` INDEPENDENT CONTROL OF THE LIGHTING WITHIN THE AREA. SPECIFICATIONS AND BE INSTALLED IN ACCORDANCE WITH THE FOLLOWNG. -�-� :'SL: (213)'479-8581 (b) EACH AREA ENCLOSED BY CEILING-HEIGHT PARTITIONS SHALL HAVE AT LEAST ONE READILY ACCESSIBLE MANUALLY OPERATED SWTCHING 2 4 2 F 11150 OLYMPIC BLVD. 1. DAYUGHTING CONTROLS SHALL BE CAPABLE OF REDUCING THE GENERAL G El Et 1 4—� p LOS ANGELES, CA 90064-1817 DEVICE TO CONTROL LIGHTING WITHIN THE AREA FOR LIGHTING CONTROLS, LIGHTING OF THE CONTROLLED AREA BY AT LEAST ONE-HALF WHILE - SPECIALTY LIGHTING SYSTEM: (313)442-4800 'READILY ACCESSIBLE' MEANS LOCATED SO THAT A PERSON USING THE 4 2 4 E1 (0727-9499 DEMCE CAN SEE THE CONTROLLED LIGHTS OR THE AREA BEING LIT. MAINTAINING A UNIFORM LEVEL OF ILLUMINANCE THROUGHOUT THE AREA. I f 24650 CR£STVIEW COURT 2. IF THE CONTROL USES STEP SWTCHING NTH SEPARATE 'ON' AND I _ E1 E1 E1 SNT�;TING DEVICES IN ADDITION T0, BUT NOT INSTEAD OF, THE `OFF`SETTINGS FOR 'THE STEPS, ADJUSTMENT SHALL ALLOW SUFFICIENT I FARMINGTON HILLS, MI. 48335 REQUIRED READILY ACCESSIBLE MANUALLY OPERATED SWTCHING DEVICES ABGVE UC+iT SCHEDULE APPLIES TO CSL PACY AGE FOR ALTERNATE SHALL A� PERMITTED. SEPARATION OF "WAND 'OFF" POINTS TO PREVENT CYCLING. I B-7 _ NIVISlDll6 SPECIFICATIONS CONTACT SPECIALTY LIGHTING SYSTEMS. (c) THE GENERAL LIGHTING OF ANY ENCLOSED AREA 100 SQUARE FEET 19 _ ONE-LAMP OR THREE-LAMP FLUORESCENT LIGHTING LUMINAIRES, NOTES: 2 OR LARGER IN WHICH THE CONNECTED LIGHTING LOAD EXCEEDS 1.0 WATT (� I � IL�JI PER SQUARE FOOT FOR THE AREA AS A WHOLE SHALL BE CONTROLLED FOR CAIJF.: TYPE LISTED AS SUBJECT TO CERTIFICATION IN TABS 2-53G, UGHTING,WRING, IT .00 6. 7X17 4GNS TO HAVE 6' HIGH LETTERS X RECESS MOUNTED WTHIN 10 FEET OF EACH OTHER OR PENDANT OR SURFACE FIXTURES,SHALL I Et SO THAT THE LOAD FOR THE LIGHTS MAY BE REDUCED BY AT LEAST ONE NTH 10 FOOTCANDLE FACE IL'_UMINATION HALF WHILE MAINTAINING A REASONABLY UNIFORM LEVEL OF ILLUNINAHCE MOUNTED WITHIN NECESSARY OF EACH OTHER SHALL BE TANDEM AIRED CONFORM TO MANDATOR'( ' U UL LISTED AND VIBRAT';.N RESISTANT THROUGHOUT THE AREA .h REASONABLE UNIFORM LEVEL OF ILLUMINANCE TO ELIMINATE UNNECESSARY USE OF SINGLE LAMP BALLASTS. TANDEM LIGHTING S`CTEMM I L E D LIGHT SOURCE NAY BE MAINTAINED BY CONTROWNG ALL LAMPS OR LUMINAIRES WITH WRING CONSISTS Or' PAIRS OF LUMINAIRES OPERATING NTH ONE LAMP MEASURES T?115 SHEET. I9 2 2 7 DIMME.RS;BY DUAL SWITCHING OF ALTERNATE ROWS OF LUMINAIRES, IN A LUMINAIRE POWERED FROM A SINGLE TWO-LAMP BALLAST CONTAINED I El 2 El I '- ALTERNATE LUMINMRES,OR ALTERNATE LAMPS;BY SWITCHING THE MIDDLE IN A SECOND LUMINAIRE. IT - T LAMPS OF THREE LAMP LUMINARIES INDEPENDENTLY OF THE OUTER LAMP'S TO IC:.aL R'S E1 �I I 7, USE ENERGY-SAWING BALIA:,TS ON ALL �FlCE - I FLOURSCENT LIGHTING. OR BY SWITCHING EACH LUMINAIRE OR EACH LAMP. - i9 7I MENU BOARD -" FOR EXACT LOCATION �--SPEAKER PEDESTAL IT _ 4 T OF MENU BOARD SEE OUTSIDE LIGHTS ARE CONTROLLED VIA EMS AND PHOTOCELL / PULL LEADWRE THRU 1 5 E1 B-2? 5 1 DRIVE-THRU SIGN SITE PLAN CONTROL (SFE E-4 & E—•5 PRINTS) — FOR CONNECTION 1 I -- THESE. LOADS ARE BROKEN DOWN INTO THREE GROUPS AS BY SOUND SYSTEM 19 4 I _ �_ 4 71 FOLLOWS: /� CONTRACTOR I 1 - - 1 - OUTSIDE MENU SIGN 1/2' CONDUIT IT I �-- I — SIGN/SOFFITS TO POWER I �_. �� I — PARKING/ROOF LIGHTS 1' DIA TO INSIDE AT I I of1AUN BY. - SECURITI' LIGHTS UNDERSIDE OF DT SYMBOL LEGEND 1 F I cwcm CABINET 9 B 11 1 LIGHTS MAY BE MANUALLY ACTIVATED BY USE OF TIMED 1' DIA TO INSIDE AT i 7 I IIIAXJ78MR T11'E OVERIDE SWITCHES. _ AT ORDER wINDAw — — _ p Tr , — 9— u �, u_ _ _ _ _ _ _ —.7_ — . SOFFIT LIGHTING T Z � 3 _�_ .) A ,� 70H 3 APPROX. CONCRETE SURFACE IST SECURITY FRAME 7 P/C BELOW LTJ 2x4 FL FIXTURE ELECTRICAL _ �.�.� EMS SURFACE P.Y.C. SLEEVE ALL EXITS TO R`~ PROVIDED T��) r Q C ( '0 WJMKR CAR SENSOR `,� EXIT SIGN WITH AN ILLUMINATED EXIT L `� ' ` `� ' \L L L_G D 11(7 LOOP 51(�N• S�'MBOI. DESCRIPTION _ 0 (1/Y P.V.G.) C� SECURITY LIGHT --{}-f-•- 1/2-C - 2#12 $ 1 12 GFM D SIGNS SECURITY 1/2` P.V.C. t^. PARK ��+--•� 1/2-C - 2 = 1/12 GRN) PROrr01Y/E tS9UF. DAME B-13 ® SPEAKER _ __ _ - 4- 93 q Z k 3 4"G - 4#12 = 1 X12 GRAIL � ._ `t� �3 ROOF - --T --NOTE: 3/4-C� 1 f 2 GRNO T 31 4 FLUORESCENT UGHT FIXTURES_ 1"C - 6 2 1 2 GRNU POS MONITOR •--- -- LIGHT FIXTURES TO BE SUPPLIED AND INSTALLED BY AWNING S'UPPUER. MAI I I- J U= 4 2' FLUORESCE NT LIGHT FIXTURES r� FINAL ELEC CONNECTION BY ELEC CONTRACTOR. E r E0104 NO SCALE NO SCALE E0201 DRIVE - THRU MENU BOARD OUT,"--)'IDE LIGHT CONTROL ORDER SYSTEM W/PEDESTAL ELECTRICAL REFLECTED CEILING PLAN SCME: 1/4' PACIFIC HWY,, 11636 LUP 94.016S • 31 OF 56 IF THIS DOCUMENT IS LESS I - IY I �� Tj`r 1-77T, � 4 T�' '�� '� 1�TjT11pr g l�� i i 1 AUGUST 30 LEGTBLE '1'IIAN THIS NOTATION, il � _,_ _ � `�l�— I IT IS DUE TO THE QUALITY OF No.3e THE ORIGINAI. DOCUMENT. E M3Z BZ LZ 8Z 'L �ZAll I� ' Z6I Lt9tSIT TAT EtZT Tt T 8 L I A � E I I ``tIIIIIII ll �,I I I I Il I I MTI.. I I 111'11lll Illllllll Ill Illi ll� 1111 11111111111 Imll111o�� I I��{II llllII{IIIII{ II�IIIII11 II IIINIUII {III 1111111 ILLI. I11111l111 Illl)lUl 1�II1111111111111 I III�I I{IlII 11 � II III l " GENERAL NOTES : NOTES : _ PERIMETER _.N_0 - V 7. ALL EXTERIOR CONDUIT FOR WIRING SHOULD BE MINIMIZED BY ROUTING IN CEILING SPACE. NO BLDG. WALL EXTERIOR CONDUIT WALL BE ACCEPTED 1 ELECTRICAL SERVICE SHALL BE 600 AMP, 120/208V, 3?, 4W 1 ANY FEES ASSOCIATED W/ CONSTRUCTION & INSPECTION SHALL BE BY CONTRACTOR IN ORDER TO 8. REFER TO MECHANICAL DWG;. FOR THE LOCATION OF THERMOSTATS, EXHAUST FANS, AND 01-HER _ ! DELIVER TO THE OWNER A FINISHED BUILDING, READY FOR OCCUPANCY AND IOOX OPERATION. SPECIAL EQUIPMENT. ELEC RICAL LONTRACTOR 1S RESPONSIBLE FOR THE INSTALLATION OF ALL PANNEEI= � I 2 CONTRACTOR SHALL CONTACT UTILITY CO FOR UNDERGROUND SERVICE AND CONDUITS, J-BOXES, WIR•;NG AND DISCONNECT SWITCHES AND THERMOSTAT J--BOXES SEE WIRING A' QR ' ►�" _ TRANSFORMER REQUIREMENTS AND SHALL INCLUDE ALL WORK IN BID 2. THE SUBMISSION OF A PROPOSAL WILL. BE CONSTRUED AS EVIDENCE THAT THE CONTRACTOR HAS DIAGRAMS OF MECHANICAL SHTS FUSIBLE f FAMILIARIZED HIMSELF W/ THE PLANS & BUILDING SITE CLAIMS MADE SUBSEQUENT TO THE 3 CONTRACTOR SHALL VERIFY FAULT CURRENT WITH UTILITY 0 AND PROVIDE PROPOSAL FOR MATERIALS & LABOR BECAUSE OF DIFFICULTIES ENCOUNTERED WILL NOT BE 9 ELECTRICAL CONTRACTOR IS TO FURNISH & INSTALL CONDUIT FOR LIFE & LOW VO'_TACE WIRING DISTRIBUTION PROTECTION OF PANELS AS REQUIRED. RECOGNIZED IF THEY COULD HAVE BEEN FORESEEN HAD PROPER EXAMINATION BEEN MADE INSTALL & CONNECT LINE VOLTAGE WIRING LOW VOLTAGE WIRING �.vNNEE;IIUNS ON H.V.A.C. ;iYSTEM ! PANEL BY MECHANICAL CONTRACTOR. J 4 CONTRACTOR SHALL VERIFY THE SERVICE VOLTAGE Wj UTILITY CO. AND RFVISL. 3. ANY COST INCURED DUE TO LACK OF COOPERATION AMONG TRADES SHALL BE BORNE BY THE 2\" CONDUIT I AND BALANCE PANELS AS REQUIRED CONTRACTOR. 10 THE EQUIPMENT ROUGH-INS AS SHOWN ARE ACCURATE TO THE BEST OF OUR KNOWLEDGE FEEDER - HOWEVER, IN SOME INSTANCES THE OWNER OR SUPPLIER MAY SUBSTITUTE OR THE EQUIPMENT MAY 5. STARTERS & RELATED WIRING SHALL BE SUPPLIED AND INSTALLED BY ELECTRICAL 4 ANY DEVIATION FROM PLANS W/OUT PRIOR APPROVAL. OF THE ARCHTECT SHALL BE CAUSE FOR, VARY FROM WHAT IS SHOWN. THEREFORE, THE CONTRACTOR SHALL VERIFY ALL CRITICAL DIMENSIONS CONTRACTOR OVERLOAD UNITS SHALL BE INSTALLED AS PER GIVEN NAMEPLATE REJECTION OF MATERIALS AND/OR METHODS AND ANY COST INCURED TO CORRECT SUCH DEVIATION WITH THE OWNER PRIOR TO CONSTRUCTION FAILURE OF THE CONTRACTOR TO VERIFY THESE --LINE OF DATA ON EQUIPMENT STARTERS SHALL BE INSTALLED AS PER MECHANICAL TO THE SATISFACTION OF THE CM, SHALL BE BORNE BY THE CONTRACTOR. DIMENSIONS SHALL PLACE THE RESPONSIBILITY' FOR ANY SUBSEQUENT RELOCATION DIRECTLY UPON FLU�H MTD_ - I CONTP,ACTOR. THE CONTRACTOR. FULLBOX WEATHERPROOF 5. TRADE NAMES ARE GIVEN TO CLARIFY TYPE OF PRODUCT & QUALITY DESIRED, SUBSTITUTIONS MA( EQUIPMENT 6 REFER TO M-1 FOR ELECTRICAL REQUIREMENTS FOR HVAC BE MADE, PENDING APPROVAL OF THE TACO BELL ARCHTECTURE & ENGINEERING DEPARTMENT 11 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LA TES EDITION OF THE N E C AND STATE AND 18 X18"X5"DP(MIN) , ENCLOSURE 7 DISCONNECT SWITCHES SHALL BE SUPPLIED AND INSTALLED 8Y ELECTRICAL BEFORE CONTRACTS ARE AWARDED LOCAL CODES AS THE f APPLY. CONTRACTOR 6 INSULATE ALL CONDUIT PASSING THROUGH WALK-IN COOLER, FILL AROUND CONDUIT W/ DUCT-SEAL 12 ALL FLEXIBLE METALLIC AND PVC CONDUIT WHERE ALLOWED BY LOCAL CODE IS TO BE PROVIDED WHERE IT PASSES THROUGH COOLER WALL OR CEILING. WITH SEPARATE ',-',ROUND WIRE FLOOR SLAB 2\"CONDUIT NIPPLE -- e sCALE \'-,'-0•(APPR0X 1 ` ' SECTION AT SVC. ENTRANCE NATIONAL ACCOUNT EQUIP. AND PN L. RA" OR "B" SWITCH _GEAR _ •PFS CONDUIT TO _ = 2 112" DIA CONDUIT ��- 'EONDG FOR �� CONTACT:BOB AGUILLARD 310-699-0032 EXT.235 8-21-23-25 �-- 1/2 DIA CONDUIT Q.C. 3COPBNSTALL STANDARD PACKAGE, DATA CABLE TO s�ASTER SUPPLY & INSTALL NUN STANDARD __- CUMPONFTS ~� � ` � � • \ RF„ISTER , I -_ I I ---•� _ J 23 E---- -- .� - �s El / ----_� --- ---------�--- ------ - --------- --- ---------- ----- ---------- - --------- ----- i i 23, 23 23 1T1=3'S ----- _-_ I (4#10 1N I ,—,!6" 5• 2 " oo i 1/2" C. W/ 3 A-32-34-36 3/4• C 0) (4 10 IN co i i� CONDUCTOR CABLE # 30AS, 2P, 15AF TO EM:; I , 14 9 TO J.B. ADJACENT 3/4' C.O.) (BUSS FRN-R) INTERFAC� TO ICE MACHINE PANEL I �' C ~ 21" I N - � r-, _ � SEE SHT E2 (� A-26-28-30 BUSS/TACO ICMIOR PRN FOR WIRING SEE NOTE #5 CABINET - j M 1 FUSIBLE ON EF-2 \ (4#12 IN 3/4' C.O.) F ON SHEET E4 1 I DISTRIEJ'JTION --- A-24 DOWN TO ; J 6" 19" 12' I i MUA-1 W /OUTLET SEE E1 88 -- � i PANEL \� i EF-2 \ lull, F 5 z / 1/2 v b 4 25\ 88 1 J '~ A-29 - = a WP- I COMBINATION UGPS —� /t2 , o C.T. CAB'T & METER __ i23 (33)#10 IN SOCKET V I �/4 c 1 INSTALL CONTROL ' 0 (VERIFY DIMENSIONS � � ----- � �/ 30AS,3P,3 /Q rrrwrrwrr rrrrwrrrrrrr 1 2AF O o W/ SERVING U TI L I T'Y CABLING PROVIDED O SEAM i /'� (! (BUSS FRN-R) BY TB TO FAN CCII C 1 __- �� SEE CONTROL WIRING If vi DIAGRAM MECHANICAL 1 t00AS 3P 60AF � � SHEETS , (BUSS FRN--R) FILEi WIRE TO 4` J ' CABINET `-'- -' \ i MAIN SWITCH Ilz 1 A-2-4-6 251 -3 1 FINISHED `..3LAD I� 1 (3)#2 IN - h (4112 IN ' \ 10 DUPLEX CUTLET W/ ISOLATED GROUND -- �, ' J 1 1/4" CONDUIT �J�, OPP�P 1/2" C.O. TO 3/4' C0) 1 a W/ SURGE SUPRESSOR I I - I I I 230 I HUBBELL G830OH-S OR PASS & SEYMOUR IG636'-OSP INCOMING SERVICE LATERAL— j ! ( � UNDERGROUND FEEDERS TO c�``�`' F UL w a: z 20 PHONE JA.:'k F0�° DEDICATED PH�.wE LINE �:__ _ :' r __:_::_� it ;--------- AIR--CONDITIONING UNITS AC-1 & 1 0 E0200 1/2"=1'-0" - - ------ --- - - A C— TO RISE AT NEAREST — 1 °° '-- ------ FULL HEIGHT PARTITION WALL & EF-3 V BOSS/TA UNDERGROUND FEEDERS EXTEND OVERHEAD TO 30AS 3P 5 6/10 AF , / L,i. 0. G0 CABINET TO PANELS "C" �; "D"- RESPECTIVE AC--UNIT. (BUSS FRN-R) �3 E.C. TO WIRE--'__� SEE SHT E2 FOR WIRING J / ui TO POWER +148 -- --- 25 lb INSIDE - - ON Ef-3 SATELLITE DISH`- SEE, � �ELECTRICAL CONTRACTOR TO �\ TR T TOWER J I D6r E/A6 AND ROOF FRAMING INSTALL ELECTRIC ROUGH-IN ELEC CONTRACTOR t 27 I FOR LOCATION FOR SIGNAGE PER DETAIL A/E3 PROVIDE 4x4 J.B IN � t TOWER 0^ENING - E.0 TO MARE-� SECURELY FASTEN i -4- \ II 4 FROM J.B. TO EA OF THE \ FLUSH W/ A-10 1/2- C. W/ 3 CONDUCTOR CABLE TO J.B. ADJACENT TOWER FACE TO DRINK MACHINE j 31 IEN90NS TWO ROUGH-IN (3)#10 I - CANS 3/4• C. / +148 -_ J INSIDE J I F /,. TOWER NOTE: M 701 NOT To SCALE - 23 � z c WOR awp WARE TO MAIN SWITC I - ALL SIGNAGE ELECTRICAL k CONTRACTOR TO , i v BY CONTRACTOR •i0 BE COMPLETED �- INSTALL ROUG++-IN ELEVATION AT SERVICE ENTRANCE EQUIPMENT '� � 1 _ = PRIOR � ENCLOSING TOWER & (3)#4 IN 1 1/4" CON IT C:NS IN TOWER '�' I f INSTALLING STUCCO OPENINGS I / / -----rrr..----'ter--�'- ----rw'�rs� 1Al f"; PARALLEL SETS OF I ' B-27, 29 ED20� SCALE. 1"=1'-0" INSTALL 600A.-120/ 4#350MCM-3" EACH- 1 X1/2' C.O. TO 24 _-- 2080.-3PH.--4W FUSIBLE i / l, WF 5 RACEWAY SIGNAGE INSTALL. COMBINATION UGPS. � ) " A 1 / 600A/-120/208\1. -3PH -4W HVAC C DENSAl1= LINE t00A5 3P 60AF , CURRENT TRANS- (SQUARE "D' - QMB FUSIBLE PANELAOARD \ i INSULA SEE DET, H/A6 �' �\ (BUSS FRN-R) AND METEERR SOCKET 1 - FORMER CAN RATED FOR USE AS SERVICE ENTRANCE EQUIP'T.) �� 1 ,1 (TYP 0TH HVAC UN170 SUPPLIED/INSTALLED 1 1 I TOTAL CONNECTED LOAD CALCULATIONS PER SERVING UTILITY - --- - -- - — - - - ----- - --- -- ----- - --_- _ _-_ _ .-_._. _ _ _L _ — _ _ � � _ i 11 ,Q' Q �t� BY CONTRACT'-)R-TYPICAL EQUIPMENT LIGHTING W/ MISC POWER AIR COND W/ COMPANY SPECS.OTAL WATTS V L 600A aid 2 9 4 6 0 i 1 d 1 _ DESIGNAl1ON LCL WATTS _WATTS LCL WATTS PN-RK 60- �RT CIRCUIT PROTE;CTI�y NOTES I I I L PANEL A --- 43,885 43,885 THERE SHALL BE U.L. LISTED SERIES RATING BETWEEN CKT. BRFAKER5 2UOAT 1 200AT 200AT ) 100AT 1 50AT \ 70A1 ) j PANEL 8 28,069 7,360 35,429 f J J LOCATED AT THE FUSIBLE DISIRIEUTION I I 3P 3P 3P 3P 3P 3P Fk,'EL C - 29,425 29,425 PANEL AND THE DOWNSTREAM 101, , A.I.0 RATED CIRCUIT BREAKERS A,T ' ' _ ' DRAM BY PANEL D --- 23.660 23,660 PANELS "A", "B", "C", & "D" BASED ON i J 25 CHECKED BY AC 01 24,750 THE MAXIMUM FAULT CURRENT AS �. -� - - -- - -- - --- - -- L- 24, DETERMINED AT THE SERVICE ENTRANCE. � L-- 1 #13/0 CU EO AC #2 '• -- - 32,850 32,850 �^` BOND PEP N.E.C. i BADW r,1'E I 250--79c a z z cl o o d z i I M 7 H -- --1---- — - O o i� d m d m M m I -ITS —�'' �t 1 TOTAL WATTS 192,334 --�--- - n � ' J 21 FRAME d U d U . U e+� , j zi 21 129,334 WATTS 534.3 AMPS O 120/208\1 3P 4W d UI I I d d I i v 0 ` . ' ,je _1 I --------- _ ----- E —� ---- I JOB NUMBER v 3T_______ --------- -- --- THE EQUIPMENT RATED FULL_ LOAD AMPS AS STATED ABOVE IS C4 rJ cy _ J^-�r� _---- FOR THE WORST SCENARIO OF' THE EQUIPMENT TO BE INSTALL UNDERGROUND SERVICE LATERAL � 3/4"C. 1 #3/0 CU GRND - _ � --"- J +171 :::4-- �-- INSTALLED ON THESE PROJECTS. TO UTILITY TRANSFORMER PEP SERVING PER NEC 250-810-d. � — — 29 INSIDE --- -- --- UTILITY COMPANY SPECIFICATIONS ��~ - ' 11". LOAD IS CALCULATED ON A/C UNIT TO BE RATED 3/4"C. - 1 #3/0 CU BONG TO C.W. .�� _-_ TOWER ' P40TW)M IM OATS AT 55.0 FLA. 208\1 3PHASE. THIS LOAD FACTOR COULD PIPE PER NLC 250-800 .( _ �� CHANGE BASED ON EQUIPMENT USED NOTE: ALL WIRING SHOWN SHALL -- -� -- ` T MOUNT A W.P. TWO GANG BELL BOX FOR OSA TEMPERATURE 6-4-93 . • BE COPPER TYPE "THHN/THWN NAM �'�� PAN L =� �"� THIS LOA') IS CALCULATED ON A/C UNIT TU BE OATED `� �• SENSOR AND PHOTOCELL, ON SOUTH SIDE PARAPET WALL FACING NORTH KEEP BOX 1' BELOW ROOF FLASHING ANDSHM R Al 73 0 FLA 208\1 OUIPM . THIS LOAD FACTOR COULD 15' AWAY FROM EXHAUST FANS. LEAVE 36" OF EXTRA CAN E 12'--4' CHANGE BASE C' ON EQUIPMf_NT USED ,M 7pF{,. _-__ � _-.—__ E- ELECTRICAL DIAGRAM SINGLE -LINE DISTRIBUTION DIAGRAM ROOF ELECTRICAL PLAN SCALE 1/4" l'-O" � PACIFIC HWY., 11635 BLIP 94-0165 32 OF 56 IF 'THIS DOCUMENT IS LESS 1��-171-11 11 _T p T T T T 1 I -i T T T 1 7 1 I�'T' 'T7 ��I l 1 7 11 r 1 1995" IT� LEGIBLE THAN THIS NOTATION, _�_-- ---�`-- 6 8 • ' I j1Q 1 �1, � AUGUST .. �0 _.- IJE TO THE QUALITY OF F .. _ _ _ _ No.36 &'nn""" NO _ _ _ TILE ORIGINAL DOCUMENT. E gZ 8Z LZ 9Z Z �Z E I Z IZ-_ y_-t6l --8i _ GT 9t 191 _6i >I;i ZI .I iT t �g 8 G 9 9 _ ib �E I Z ia�.u� �j l III�II 11 lll�lllllllll� I ILII II IIIIIIIIIIIII) I III�IIIII II�I�Illllllll�il� 111111111 � !11 II l 1111111111111 III 1111111 VIII III �111�11U 1111 I. � 1111TH Ill Ill�lll lllU llll�llllllllllllll IIIIIIII EMS NOTES r O EMS MUST BE OPPERATIONAL PRIOR TO OCCUPANCY. CAUTION 20 (2)4 11/16" SQUARE X 2 1/8" D. J-BOXES MOUNTED 50" A.F.F TO THE BOTTOM OF BOX FOR EMS THIS BUILDING IS ON AN ENERGY MANAGEMENT CPU. BUTT TOGETHER WITH NO MUDD RING, SEE DETAIL_ EMS CPU WILL BE SURFACE MOUNTED SYSTEM. BEFORE DOING ANY ELECTRICAL WORK IN MANAGER'S OFFICE. AND INSTALLED BY SCES. CON TACT: O AT THE OPTION OF THE ELECTRICAL CONTRACTOR, THE 12x12x6' PULLBOX IN THE ATTIC MAY BE DELETED IF INDIVIDUAL. HOMERUNS ARE MADE TO THE INTERFACE PANEL. SOUTHERN CALIF. ENERGY STYSTEMS MOUNT A 4" SQUARE BOX WITH A TWO GANG MUDD F,ING AT 5'-6" FOR EMS OVERRIDE SWITCHES. 818) 303-3517 MOUNT AN 8x8x4` WEATHERPROOF ENCLOSURE ON PARAPET WALL. ELECTRICAL CONTRACTOR SHALL PULL AND IDENTIFY THE LIQUID UNE SOLENOID WIRES FROM THE WIC/NAF EVAPORATORS TO THE 8X8X4' ENG_. ON ROOF. THIS IS NOT REQUIRED, IF LIQUID LINE SOLENOIDS ARE INSTALLED AT COMPRESSOR CONTROL COMPARTMENT. SEE DETAIL 06. INSTALL SINGLE GANG J-BOX, FLUSH MOUNTED AT 7' Alf IN DINING ROOM AND 7' ATF. IN KITCHEN. LEAVE 36" EXTRA CABLE FROM J-BOX. EMS CONTRACTOR SHALL PROVIDE AND INSTALL THE AIR TEMPERATURE SENSORS. 7 DUCT TEMPERATURE SENSOR (PROVIDED AND INSTALLED BY EMS CONTRACTOR) AT THE SUPPLY AIR PLEUM. ELECTRICAL CONTRACTOR SHALT LEAVF 36' EXTRA CABLE AT J-BOX. o MOUNT A W.P. TWO GANG BELL BOX FOR OSA TEMPERATURE SENSOR AND PHOTOCELL, ON SOUTH SIDE OO PARAPET WALL FACING NORTH. KEEP BOX 1' BELOW ROOF FLASHING AND 15' AWAY FROM EXHAUST FANS. oO3 LEAVE 36" OF EXTRA CABLE OO ®l°J V M*NT SINGLE GANG W.P. BELL BOX WITH 1/2' K..O 'S IN WAC/VWF ON BACK WALL AS INDICATED ON DETAIL `J C9D0 BOTTOM Of BOX LEVEL WITH BOTTOM OF COIL. LEAVE 36" EXTRA CABLE 20 16 15 II 10 INTERFACE PANEL ENCLOSURE AND COVER SHALL BE PROVIDED BY SCES AND INSTALLED BY THE � 1r16 ELECTRICAL CONTRACTOR. INTERFACE PANEL ENCLOSURE SHALL BE CUTLER-HAMMER TYPE "PB' OR EQUIVALENT 21'x38"x6" (WxHxD). ENCLOSURE S4ALL BE FLUSH MOUNTED. SCES WILL PROVIDE A UL LISTED - --- BACKPLATE WITH TERMINAL BLOCKS, TRANSFORMERS, RELAYS, AND LIGHTING CONTACTORS FOR THE PANEL. r —• PPU PANEL A 0 �r_ - - , 11. LEFT HAND SIDE OF THE INTERFACE PANEL IS FOR HIGH VOLTAGE AND RIGHT HAND SIDE IS FOR LOW' EL n I U I TERMINATES ALLTRLOWLCONTRACTOR TERMINATES ALL LIGHTING CIRCUITS TO CONTACTORS, SCES 11 \J 3 12 RUN CONTROL CABLE FOR MUA AND EXHAUST FANS INTO MOTOR STARTER CONTROL PANEL. EMS CONTRACTOR WILL PROVIDE & INSTALL CONTROL RELAY, LEAVE 36` OF EXTRA CABLE. SEE DETAIKr\ 13 RUN CONTROL CABLE INTO STEAM TABLE SCR ENCLOSURE. LEAVE 36. OF EXTRA CABLE. SEE DETAIL ® 5 8 J P C3) I I I I I I J 12 4 1 1 I I I I I O I 14 RUN SENSOR CABLE INTO STEAM TABLE HEATING ELEMENT COMPARTMENT FOR HEATING ELEMENT WELL I SENSOR. LEAVE 5' OF EXTRA CABLE. J J e I MUA I I WI F I I WIIC; J L, _ _ _ _J 15 ELECTRICAL CONTRACTOR SHALL ROUTE TACO CABINET CIRCUITS THROUGH EMS CONTACTOR IN INTERFACE MUA WIC W!F [E-2 KIT A/C E-1 [E-31 DIN A/C I __ J L 2 PANEL. SEL DETAIL 19 ROOF 18 14 � I I ® LR- S 1 11 LS R I I I i6 ELECTRICAL CONTRACTOR SHALL ROUTE ALL LIGHTING CIRCUITS (EXCEPT NITS LIGHTS) THROUGH EMS IN 1 1 1 2'C 5 7 O FJ INTERFACE PANEL. RUN (6) 3/4' CONDUITS FROM PANEL B (LIGHTING PANEL) TO EMS INTERFACE DANEL _ / O 1/2"C. 7 13 I I L_ FOR LIGHTING CIRCUITS. WARES ARE TO BE MARKED HATH PROPER CIRCUIT NUMBERS AND TERMINATED 6 O7 v> TO APPROPR!ATE LIGHTING CONTRACTOR AS SHOWN BY DETAIL ® 1/2-C. O P J 1 2 C MAIN 17 TE AM RUN CONTROL CABLE INTO MINI-UNE SCR ENCLOSURE (IF AePLICABLE). LEAVE 36' OF EXTRA CABLE. 21 - - 1/2"C. 1/2'C. / I- SLINE 19 I 3 MINI-LIPIE 5 I � I 18 RUN SENSOR CABLE INTO MINI-LINE HEATING ELEMENT COMPARTMENT FOR HEATING ELEMENT WELL SENSOR �., O (IF APPLICABLE). LEAVE 5' OF EXTRA CABLE. 1 16 �® 1 2 3 4 2 Q I I 20 g 5 6 7 1/2"C. I I i- 19 RUN A/C CONTROL CABLE INTO RTU CONTROL_ PANEL. LEAVE 36" OF EXTRA CABLE. 1/2-C. 00 O© 11 7 LK CHEN A/C �►2J � EF-1 20 RUN 1/2- CONDUIT FROM PANEL "B" CIRCUIT 32 FOR EMS POWER, DEDICATED CIRCUIT WITH GROUND. 12 J 15 1 1/4-C. - 1 "C. 1 1 1 " '. 1 \ /l Z /2 /2 C /2 C /2 C /2 C _ J 0) 21 ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL EMS CONDUIT AND CABLES. 6 3 4"C. 1 1/4 CEILING -- r� ___= - i�. Q J 1"C. 7 6 1 1 EMS CABLES FURNISHED AND INSTALLED BY E. C. CPU 2 4 s I I J ©C F � L3 I PANEL PANEL IN I I 14 18 SYMBOL CABLE DESCRIPTION "B' "A" FACE O �► W PANEL J J J J J J J I I I w Q O 18-3• OUTSIDE AIR TEMPERATURE SENSOR TO EMS CPU F- 9 Q 2 18-3• WALK-IN-COOLER TEMPERA'11RE SENSOR TO EMS GPU a: c 18-3• WALK-IN-rREEZER TEMPERATURE SENSOR TO EMS CPU Oi O O 13 17 4 6 40 18-3* KITCHEN IZONE TE.. ERATURE SENSOR TO EMS CPU ©® 18-3• KITCHEN HVAC SUPPLY TEMPERATURE SENSOR TO EMS CPU 1-#8 INSULATED COPPER GROUND TO BLDG. GROUND11 AT MSB (SAME LOCATION 10 O '- 60 18-3• DINING ROOM ZONE TEMPERATURE SENSOR TO EMS CPU AS POS GROUND). 0/ 18-3• DINING ROOM HVAC SUPPLY TEMPERATURE SENSOR TO EMS CPU 7 _ --FLOOR O 90 18-30 STEAM TABLE TEMPERATURE SENSOR TC EMS CPUEl I I 10 18-3• MINI-STEAM UNE TEMPERATURE SENSOR TO EMS CPU (IF APPLICABLE) I ----o 89 I -- -- I I - 11 18-3• ANALOG PHOTOCELL TO EMS CPU - 0 I I I 12 20-8 EMS CPU (OFFICE) TO INTERFACE PANEI- -- LDINING A/C #1J 13 20-8 EMS CPU (OFnCE) TO INTERFACE PANEL 14 20-8 EMS CPU (OFFICE) TO INTERFACE PANEL 15 20-8 EMS CPU (OFFICE) TO INTERFACE PANEL 16 20-8 EMS CPU (OFFICE) TO INTERFACE PANEL 17 20-8 OVERRIDE PANEL TO INTERFACE PANEL I 18 18-3* MAU-1/EXHAUST FAN-1 TO INTERFACE PANEL --" 19 18-3* NAC/WF 8 x 8 x 4 ENCLOSURE TO INTERFACE PANEL - h ORA�Mi BY: Of= BY: 20 20-8 STEAM TABLE CONTROL. PANEL TO INTERFACE PANEL + MALI= T"E 21 20-6 KITCHEN A/C TO INTERFACE PANEL -- - M70H 22 20--6 DINING A/C TO INTERFACE PANEL FRAME 23 20-6 MINI-STEAM LINE TO INTERFACE PANEL (IF APPLICABLE) JOS INAIlER *SHIELDED CABLE - DO NOT SPLICE. PROTQTft ISSUE DAM MATERIAL LIST e-4-93 18-3• BELDEN 8770 OR EQUIVALENT SWEET P0.lAEJE1t 20-6 CAROL 05486 OR EQUIVALENT 20-8 CAROL. 05488 OR EQUIVALENT V CONTROL CABLE SHALL CONFORM TO THERMOSTAT MULTIWIRE COLOR CODE, RISER DIAGRAM EMS FLOOR P SCALE: 1/4" = 1'--0" E4 PACIFIC HWY., 11835 BLIP 94.0165 33 OF 56 ,....r _ +lbw. .,........... - .,an.m..,trparnrarhrofewprxw"tm,► is ' . -,, 4h +ern .—•_ _ �� _....... .,..o.».,W.......... .� c IF THIS DOCUMENT IS LESS riTT I TTT iT�T TT�117 �i�T��jT111 T� T l�i 1T1 11 11 ' 4 I I I I I I 12 ' AUGUST 30 19 9 5 � LEGIBLE THAN 'PHIS NOTATION, _� v��r � �_- 76] 7L. ___ � .-gL T � 10 1� �IT IS DUE TO THE QUALITY OF' - - 1_...- THE ORIGINAL DOCUMENT. IIIII -IIII IlHillll � �- � I -. - --- - Ifi 63 i 111111 II8IIIII -- IIIIIIIII Illilull ulllllllllllllllll IIII�1111 II11Illllll111�1111111111111111 I lll'l I Il►IlliLlU1►IIIIIIIIilllull ' I IIIIlllll Il�lllll , Illllllllllll NAG. STARTER BY NATIONAL HVAC SUPPLIER do CIRCUIT BREAKER INSTALLED BY E.C. (TYPICAL) � 208/240-.3-60 208/240-3-60 EMS CONTROL _L- l�- — REL kY� 12 I i O ` F -' L _1 _ --_ �_,; J 8XBX4" WP BOX. ME ME NTH 24 V RELAY ON--OFF LIGHT - -1 - ROOF SNATCH - I WALK-IN COOLER HOOD _ /' OE CD I COMPRESSOR -TEMPERATURES MONITORED/CONTROLLED DISC. SWTCHF1 i BLK RED -- EMS CABLE FPOM I/F PANEL 1 i - .— — �F-1 U -1 � ATTIC OUATSIIDE WALK—INEEZER SUCHEN I DINING DINING I STEAM PHOTO— AIR ROOM TABLE CELL 10 TNI U A 1 /E F 1 CONTROL '20 v -- TEMP TEMP TEMP ZONE SUPPLY' WATER — — � 5 — L N _ 4—S 80X ! M TEMP TEMP I TEE—BAR CEILING LLS V --- � v SNATCH TYPICAL VN9 LIQUID LINE ` - � FANS SOLENOID VALVE WIRING i TO TERMINAL- STRIP T WALK-IN KITCHEN IN A/C ZONE MINI— ASC TERMINAL STRIP START AFTER EMS COOLER I — --- ---- -- TEMP ---- TEMP LINE O TO O O WAC/WIF (OPTION) TB-20 AC RED EVAPORATOR INSIDE WALK-IN _ R G W1 W2 Y1 Y2 R GRN G FAN W1 W2 Y1 Y2 N EMS RELAY RELAYS REL RELAY RELAY I BR rn W2 INTERFACE — YEL Y1 PANEL �-1 WH GR SR RED YEL BLUE BLU Y2 O - p TO O O O -}- -- - FROM EMS LOW VOLT INTERFACE PANEL 20 GA. (6) CONDUCTOR FURNISHED AND INSTALLED BY E.C. CONTROL CARD SUPPLIED BY S.C.E.S. • El_ E�TRICAL LOADS CONTROLLED - Z TYPICAL EMS TO AIC TERMINATIONS 7 TYPICAL �' C WALK-IN COOLER CONNECTIONS 1 21 2" '2" ---- uJ KITCHEN EX\MUA DINING WALK WALK HEAT TACO LIGHTS FANS LIGHTS IN IN { LAMPS '.HARMER �LL1 1 0 — ui COOLER FREEZER & R/I EL3 0 COOLER L4 ° EMS CPU �, Q o co E L8 0 • �0_ z SIDE WALL— L 90 0 •_of � ---� � v' pq i T2T3 El • ° ! ET4 � • ° � J?BOXES/16WITH (2)-1 I 1 14" I KON TOP AT 50 ( T6 - IoI • u e / A.F.F F. KITCHEN DINING EXTERIOR EXTERIOR SECURITY I STEAM MINI— A/C A/C SIGNS PARKING LIGHTS TABLE LINE �T8 I • ° LIGHTS ET9 — L_____----- I ( I 2 T10 _ -- 5G' A.F.F. NOTE: _ BUTT (2)J--BOXES TOGETHER NTH NO MUDD RING. (OFFICE 109) PAGE A11 EMS SYSTEM OVERVIEW 13 11 8 CONTROL PAN EL - 4 EMS CPU LOCATION DIAGR FOAM AND SEAL EMS INTERFACE PANEL — HIGH VOLT SIDE r---` WALK-IN COOLER - -"- �/ PENETRATION & KITCHEN LIGHTS DINING ROOM LIGHTS — WALK--IN COOLER EVAPORATOR CONDUIT PER COIL AND FANS-,, MFR. SPECS, 1 3 2e 2 4 S ., . •rfym• 120 V 1 ) V - - CEILING EXTERIOR SIGNS & SOFFITS EXTERIOR POLES & ROOF LTS. 001110 BY: -^ `— CHECKED BY: BACK WALL 7 9 13 27 29 31 15 17 19 21 23 25 -4.;`;f_.1.��` BUIDIIC TYPE 33 37 39 35 -•� M 70H FRAHE FOAM AND SEAL I •''��`• 0-0 120 V 120 v WALK-IN CUOLER I PENETRATION & _- �� — J CONDUIT PER - - � MFR. SPECS. TACO CABINET _ SECURITY LIGHTS - -5_" PANEL A i • PRUTcm ISSUE DAIF • • 11 TACH CAB 6-4-93 23 25 • • WALK-IN COOLER SENSOR SHM *AM••rrm• •r+`n• •mom® 120 V — 24V Lt E5 15 14 12 9 WIRING AT WALK-IN COOLE 5 TERMINATIONS 3 PACIFIC HWY., 11635 BLIP 94-0165 34 OF 56 I F THIS DOCUMENT' IS LESS171TTIT T1IT I I T T � 1iTi 1 ill 1T TI j • 1995 LT'GlBLE THAN THIS NO'T'A'T'ION, I ._ _--_T7777=76 8 I . 1 1 AUGUST 30 V--- � j _l U 11 -1�_1- —___— _ IT IS hUE. TO 'I'HL QUALITY OF - --------- -- - _ N0.36 'rllr, ORIGINAL DOC[1ML^J'I'' - Z_-- Z £ - Z- 6i 8I GT ST 9T - f•T- Ei Z�T Tt t-- 6 T- G 9 --- 9 -- 6 ILII Illl�llil IIIIIIII lllllllll II!I�IIIIIIIIIIIIII IIII�IJlllllll�lll�llllllill�ldd � I ' I11�IIlI�III111111�Illlll I III�II IIIIII�III�III IIII�I I Ili►111111111 T � I III �1Lll IlIII111Ullllll.11 1111111 lllllllllll�lllllllll III. ILII ti -� TACK WELD TO UPPER CAP OVER WOOD NAILER AND LOWER FILiE'R � TO BE POP-RIVETED IN EXHAUST DUCT 132" O.A. EXHAUST HOOD i S''PPORTS ---- - - - -- PLACE -'-- "MECHANICAL Ec�UIPMENT 3 17/3?' -.3 17/32" � '� - I 17%3:" 39 1/4., 39 1/4., 39 1/4 -. - -- / 3 17/32" 2x6 WOO( NAILER 11. � _ ---26 GA. G.I. COUNTER FLASHING BY G.0 df- f` -�-- - -- - x-AIR GkEASE FILTER a Ij2" LIF SUPPLY LINE DEG :'1-�26 GA. GI FIaSHING 4" PREFORMED INSULATED OVER 4" CONT CANT x CURB BY MECH CONT. STRIP BY ROOF!f'*G MULLIONS INSTALLED BY G C ---� � CON TRACTOR " J RAIL DESIGN SPECS: -BUILT UP ROOF - EE - SPECIFICATIONS - -'— 11 MATERIAL - 24 GA GALV STEEL EXCEPT WHEKE NOTED 7/8" L.H. GUTTER 1 jh" R H �UITEk - U` �: �.h' l H ,�II�TER i �%8" R N ("01T ER ?) ALL SEAMS POP-RIVETED AND SEALED WITH WATE;'PROOF 11 9/ti4' METAL JOINT SEALER .-- 33 1/32" 65 7/8" 3 "r -~--- 2X6 BLOCKWG I -- - _.-_-- --- -- --- - _ - - - - - --+-_ _- ------- -- --- -� 3) LOAD RANGE PEP R.411 131 29/32° S. i i 575675 800 950 1100 13'-�' I4-0' I5-0' I6'-0" (7-0" v� Ad a NO SCALE ME203 1 I '?"=1'-O M 201 1 1/2"=1'-0' ME �(xu NONE- H �� LD LONGITUDINAL 'SECTION 'SECTION THRU RF . RA IINI 4- IL ,� MECH . U1 , 1T ROOF CURB EIRE SYSTEM HOOD 000 � 1J2" EXHAUST DUCT _ _.---_...-_.`-_-.-- -----_-- --- HVAC; UNIT Alfi OUTSIDE All SUPPLY DUCT CURTAIN DUCT � `EXHAUST i` _ �= J - ANGLE SUPPORT j-�'� 2 UUCi NOZZLES \ - - S/S GREASE FILTER Ill(' 15" 15" I- J 4" MAKE-UP AIR N I ! 3/4. 6"' 4. i EACH CONNECTED TO HVAC SYSTEM VAPOR-PROOF INCANDESCENT 1/2" LIGN'• FIXTURE \ 4 • r--I I - ''EMgVABLE 8" DIFFUSER GREASE CUP I / 4" 1/2' 10" 288.. 10,. " �, 6 PLENUM NOZZLES - i 8' 3' DIFFUSER EXPOSED PIPING AND NOZZLES SHALL BE PLATED FOR CLEANING - 50' 3" I PURPOSES NO SCALE HOOD PLAN VIEW HOOD CROS cT S SECTION FIRE EXT. SY I � � 6 � EM � �:—_ 3,CONCEAL CONDUIT -`- +-----�--�- �`- ABOVE CEILING Q SUPPLY LINE ��-• -�'"�--.. � � �! 1/16" CONTINUOUSLY SOLDER I-- C ONCEAL IN �- ^- ANSUL 102 OR END OF CAP ON ALL GEEING ` RANGEGUARD 18• (3) SIDES -��y, _ 1 1 4" ASCO GAS u -- FLOOR BEH NDD I I 8 1/2 3/4" S/S TABLE o .j 1/2" GAS LINE CONCEAL CONDUIT \ 5 YIN. IN WALL ` ' 414' REMOTE MANUAL�� 1' 8' WELDED EXHAUST DUCT SUPPLIED - \ 1'-_0• 4` �. �/2" N , BY TACO BELL, INSTALLED BY G.0 3' MIN. 24 GAUGE RELEASE MOUNTED 4 3 4 3, 4" n 12" 14" �\ ON WALL 1 HF' FIRE FtATEO DUCT ENCLOSI ;E ,. SHAFT, 5/8" F.C.G.B. EACH NOIT � \" 1 COMPLETE FIRE SUPRESSION SYSTEM TO ;IDE ON STUDS BY G.C. 8 1/2 --WELDED TRANSITION SUPPLIED \` Rill 14 I � BE SUPPLIED AND INSTALLED BY G.C. AND INSTALLED BY G.C. --�_ / 2. ALL EXPOSED PIPING INSTALLED IN FIELD �' FOR FIRE Sl-'PRESSION SYSTEM SHALL - 3" MIN SPACE BE CHROME PLATED EXHAUST HOOD SUPPLIED 84 1 BELL INSTALLED B G � IN TA Y G.C. "i GREASE GUTTER _ SPOT WELD 1 1/2" O.C. -- ` ��. 11 _O• S � _ ---,__--,--CYCLONE NOZZLES ------.---� ---- B" 1/4" FLANGE --� CONTINUOUSLY AROUND _ ---�' --- INNER EDGE OF --- -- - -- _-- -- _ SEDGE OF COOKING PERIMETER E21' �JREASE GUTTER 6" MIN. INSIDE FACE �EDGE OF GREASE _NOT TO SCAL OR HOOD ---- SURFACE 1 —I�1 Ii00D �9 1/2" GUTTER ME209 NO SCALE ICC FIRE EXIINGUISHER SYSTEM I + ;LI 2614 - 6" MIN 1 C� i �,- � I RANGE REF. LINE TO P , ITCH PAN FROM A/C UNIT --\� CLEAN OUT DRAIN PANIF`IL --. PLUG ----P--TRAP RANGE FRYER ` RANGE DRAIN LINE SLOPE - HOOD CALCULATIONS: -- A; REWIRED TO -- DRAIN CONNECTION HOOD AREA 42" X 132" Q 5544 SO IN. (OUTSIDE DIM ) NET AREA: 33.5" X 126" = 4221 SQ. IN. (NET DIM) 14 GA. 1' GALV STRAPS SCREWED f�Ralf>•d BY - /STRAPS TO BLOCK CHECKED BY: 4221 29.31 5U. FT 144 � I fi+JILDMl TYPE CFM TO BE REMOVED 29.31 X 100 = 2931 CFM MIN. a D1 ICI CROSS SEC. AIR = 9" X 30' = 2 70 _= 1.87 CQ FT M70H Q R DUCT VELOCITY 3300 FRAME (1500 TO 2500) - 87 1765 FPM DUCT CROSS SEC. AIR - 1Z A Z'"= 288 = 2 SO. FT. im Numill Y 144 4"X4'X8" TREATED F; DUCT VELOCITY = 2800 2 1400 ?M WOOD ELKS. PLACED � A 4'-0"O.C. & ALL IlPROTorYPE i DATE JUNCTION IN LINES. — S FILTERS - 18" X 20" EA. = 2160 SO. IN TERMINATE AT 3300 ROOF DRAIN SHEET i-3 - 1100 SO. IN. REQUIRED PACIFIC HWY., 11835ME21Q NO ^ALE ME 21.; NOT TO SCALE SUP 94-0165 35 OF 56 HOOD INSTAL! ATION EQUIPMENT El-. LVATION CONDENSATE DRN . SUP . I I TT7Tr 1 I I TT i 11..0 T ,T11 T 1 tT ,T I ' I ,rrJ 1 �. • � IF THIS DOCUMENT IS LESS �j�1�T I � � I I II II �T r�r I I . -1-L_ j 4�_ 6 I I 1 ' n I AUT 30 1. 9 9 5 ' LEGIBLE THAN THIS NOVATION, - - _- -�` A_ _J 11 1G 1 AUG _� 1 r ' QUALITY OF �� „" IT IS DUE TO THE 71 N0.3e 8 THE ORIGINAL DOCUMENT. --T - -- _ Z 8Z LZ 9Z Z Z £ "1111111111111411111;1111111111111111 Z EiGt 8tI >YT F111111,11"", 1163 i!IIIIII IIIIIIIIi Illllllllllllllllllllllllul 11111111111111�IIIIIIIIIIII 111 IIIIIIIIIII �Il�a T I I 1 III Ill�llll II I I�IIIWII I I I II I I I r - PLUMBING FIXTURE SCHEDULE SOIL CfXD HUT WASTE COLD ITEM FIXTURE OR VENT WATERWATER FU WATER DESCRIPTION (AMERICAN STANDARD FIXTURE EXCfIPT AS NOTED) WASTE FU WATERAMEICAN STANDARD CADET 42`108.190 4" 2• 1/2• -- -- 4 5 TOILET (18- IGH)) WAIN 4049F.017 TANK TED LEOCKNG�R CLOSET — t OFVICE) AND CHURCH #6321- 175 SEAT. UR ALLBROOK 6540.017 VITREOUS CHINA WATER SAVER (1.5 GAL/ LUSH) SIF HON JET - —J-� URINAL 2- 2' 1 1/4' — 25 URINAL NTH FLUSHING RIM, 1 1/4' INLET SPUD, OUTLET CONNECTION THREAV0 �� t 2" INSIDE, WALL HANGER.SLOAN ROYAL 180-1.5 GAL FLUSH VALVE L NEW LUCERNE /0355.056ER.H., WALL HANGER, VITREOUS CHINA, FRONT 0WRFLOW. i 4DRILUIL1.D HOLE IN RIGHT HAND SIDE FOP' AMERICAN 19 LAVATORY 2- 2' 1/�' 1/2" 1 2 STANDARD LIQUID SOAP DISP. #4503.029 002----HYDROTEX SENtGi, FAUCET 11#•1-1000 (800)922-9883, SUPPLY PIPES #2303.154, P-TRAP #4418.026, FLOW RESTRK:TOR. ALTERNATE FAUCET: AMERGAN STMDARD #2238 582. S HAND5-1: AMERICAN STANDARD LIEDGEMERE WALL HUNG LAVATORY S-1A: ELXAY PACEMAKER STARUTE COUNTER MOUNT CAT. NO. i SINK 2' 2" 1/2' 1/2' i 2 CAT. NO. 5300.124 INCLUDES: SINK, FAUCET, POP-UP DRAIN, i3PSRA-•150-C INCLUDES: SELF RIMMING SINK, TWO HANDLE WALL HANGER. GOOSENECK FAUCET, AND BASKET STRAINER. S MOPFURNISHED BY TACO BELL AND INSTALLED BY PLUMBING CONTRACTOR ^ 2 SINK 3' 2" 1/2" 1/2" 3 4 (COMPLETE: NTH CHICAGO FAUCET NO. 897) POWERS - FIAT MSB 2436. S PREP 3 SINK 2" 2" 1/2' 1/2' 3 4 FURNISHED BY EQUIPMENT SUPPLIER & INSTALLED BY PLUMBING CONTRACTOR. S POT1/2" 1 cot Flu., VERIFY LOP/2' 4- SINK 2 (3) 2 (3) (3) 3 4 FURNISHED BY EQUIPMENT SUPPLIER & INSTAII.ED BY PLUMBING CONTRACTOR. ION w/Cw �. - - ------ -- - _- Fi0 I RD GT GREASE 4• -- -- -- -- -- -- -._ __ _- --- SEE SITE PLAN FOR GREASE TRAP NOTE: 2 1 TRAP SIZE AND LOCATION. CONTRACTOR SHALL VERIFY THE -- -- LOCATIJN OF THE SANITARY I —�`T- WCO 67S FLOUR JOSAM #49033 CAST IRON FLOOR SINK W/ACID RESISTING PORCELAIN SEWER ON SITE PLAN MND SF+l�l.l. �-_ -- — (1010" WismIj� r 'SINK 3 2' 1 -' '- ENAMELED INTERIOR, SE401MENT BUCKET-"31', NIKALOY' 3/4 GRATE-'4' REV15F SrWER SYSTEM AS REQ'D. L I T - (ALTERNATE WADE NU W-9143-16-27) SEE DETAIL 'B' SHI:ETJP2 Fp FLOOR JOSAM #32123 COATED CAST IRON W/NIKALOY TOP (VANDAL PROOF TOP) - S t' DRAM 3_ 2' '- 2 -- '- (ALTERNATE WADE NO. W-1313-1) I -I AH 1 SEE DETAIL 'E' SHEET#P2. - — — J 2 9 - � wA11:R RUDD CLASSUNED WATER HEATER MODEL R040-156 OR R40-156 GAS FIRED, 156000 BTU/HR INPUT, 38 GAL STORAGE W/ENERCY - -- 1 HEATER - - - - -- CUT OFF" (ENERGY MISER), 6-DIA. VENT THRU ROOF, FIBERGLASS INSULATION COMB PRESS & TEMP RF11EF, RD FS 4' _y 1 F S PIPE FULL SIZE DISCHARGE TO OUTSIDE. _ 1 3 F(,'0 :XIERIOR GREASE TRAP - GT 2' VENT D CLEANOUTWADE W-6004-Y, CAST IRON W/ADJUSTABLE HOUSING, ROUND HEAVY CAST IRON VANDAL PROOF, TOP. SEE SITE PLAN FOR t S - \_1 �}-2' AS UNE -- -- -- -- -- -- - - - -- -- -- -_ (ALTERNATE JOSAM N0O,58014-15) — - LOCATION -1 f -' -I — CLG. ! 1 (siau i I WALL -- -- -- -- -- -- -- -- -- _- _ -- WADE #111--8453-R6, WITH BRASS PLUG AND ROUND STAINLESS STEEL SECURED ACCESS COVER. 1 CLEANOUTS (ALTERNATE JOSAM NO. 58713) (araKw_ -- 4 ("1 J HB HOSE 3/4" 5 WADE /W-8604-89, NON FREEZE GALV. CASING W/ NICKEL BRASS FACE, VACUUM BREAKER. RD I I (2' VENT° 10(' 1 -�UR�N ��co1 BIBS (ALIERNAIE JOSAM N0. 71850-81) — FS -iHi- 4' � 2 � � S FD 4 � WCO RD WADE /W-3003, CAST IRON BODY, LARGE DOME, UNDERDECK CLAMP, ROOF FLANGE, BOTTOM OUTLET. - w-- ---- - u .._._,.. __... _- _...�__._..,..�.__..., 1 ROOF 3" S.D. DOWN TO SPILL AT — � 1 FD n I—I 3" VENT 13 12 1 1 t DRAIN - -- - - - -- -- -- -- -- -- -- (ALTERNATE JOSAM NO. 28503) FACE OF CURB �-( 1 - SEE DETAIL T' SHEET 2. -- - - - Y I U LJ o I — a 3' L G I WE ROOF __. _ WADE W3732-D-3, CAST IRON BODY, DOME STRAINER, FLASHING RING, SIDE OUTLET. OVERFLOW DRAINo 11/4' ! VENT �--./_,_. 1 2 DRAIN -- -- -- - -- - SEE DETAIL 'G' SHEETP2 .ALTEMATE:JOSAM 7.4-522. DOWN WALL 111: - - _ _ - SPILL •8' I.F.F. 14pN I - '-- z HD HUB 3' 2' -- 1 -- -- CAST IRON PIPE HUB INSTALLED FLUSH W/CONC. FLOOR.PROVIDE • D 3• r -- - - - - - - 4' 10 Q 1 DRAIN �- -_ w/FUNNEL NC 'P'-TRAP. . DEPENDING ON LOCAL CODE 1 I I - - - FD - I -- - - � � 4' VTR U. --� W �I1CL-au __.1 ES O PLUMBING GENERAL NOTES DISABLED ACCESS NOTES _ � * �` ' 1 R2 _ CD — - - - - . W &.INSTALLATION SHALL CONFORM TO THE ENERG'� L ._.1 CONSERVATION DESIGN MANUAL STANDARDS t — — — — — — — _ .J L- _ _ — — = J 4• � � FROM NEW NON-RESNDENIIAL BUILDINGS. --- - --- " " -' — — — — — I / W 2.CONTRACTOR SHALI VERIFY DEPTH, SIZE. LOCATION OF ALL EXISTING UTILITIES IN "2' VENT 2" VMT.J ' - / We U FIELD BEFORE STARTING WORK. ✓✓✓ 1 '` •O 6" PVC CHASE � v � &CONTRACTOR SHALL COORDINATE :INSTALLATION OF PLUMBING WORK WITH All OTHER TRADES THRU WALL, SO AS TO AVOID UNNECESSARY DELAY OR INTERFERENCES. � 12' FROM EXTERIOR nn - TOILET FLUSH CONTROLS SHALL BE OPEF,ABLE WITH ONE HAND AND WALL AND 12" 11YC0 EL 4.AU- PLUMBING WORK ANO MATERIALS SHALL BE INSTALLED IN ACCORDACL NTH ALL SHALT. NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF A.F.F. APPLICABLE OPOINANCES AND REGULATIONS HAVING JURISDICTION. CON TRACTOR SHALL THE WRIST. CONTROLS FOR THE FLUSH VALVES SHALL BE MOUNTED t OBTAIN ALL APPROVALS REQUIRED FROM REGULATING AGENCIES BEFORE STARTING WORK. ON THE WIDE SIDE OF THE TOILET AREAS, NO MORE THAN 44" « D ,x SOIL AND WASTE PIPE SHALL SLOPE 2% MINIMUM, UNLESS OTHERWISE NOTED. ABOVE THE FLOOR. THE FORE REQUIRCD TO ACTIVATE CONTROLS 1 G I 6.ALL PLUMBING WORK AND MATERIALS SHALL MEET THE REQUIREMENTS OF THE LATEST SHALL BE NO GREATER THAN 5 POUNDS, EDITIONS OF THE LOCAL PLUMBING CODE. UNLESS OTHERWISE REQUIRED BY THE DEPT, - A CLEAR FLOOR SPACE 30" VIDE BY 48' LONG SHALL BE OVERFLOW DRAIN 3' PVC EXTENDED OF BUILDING AND SAFETY. PROVIDED IN FRONT OF THE LAVATORY TO ALLOW A FORWARDS 2" ABOVE RD-1 AND DOWN WALL------"' 14 & SF'iLL O 8' SEE DETAii. �W�' 7.PLUMBING CONTRACTOR MALL FURNISH AND INSTALL ALL BACKFLOW PROTECTION DEVICES APPROACH. SUCH CLEA;? FLOOR SPACE SHALL ADJOIN OR OVERLAP & SF (TYPICAL A.F.F..F.F. EE D 1 1/4' REQUIRED BY ANV.NCIES HAVING JURISDICTION. AN ACCESSIBLE ROUTE AND SHALL EXTEND INTO KNEE AND TOE SPACE UNDERNEATH THE LAVATORY. &PLUMBING CONTRACTOR PROVIDES: uONDESATE DRAIN FRIM A/C UNITS TO APPROVED DRAIN POINT, CW WATER, GAS PIPING TO UNITS AND FINAL CONNECTIONS. - HOT WATER AND DRAIN PIPES TINDER LAVATORIES SHALL BE / 9.08TAIN AND PAY FOR ALL PERMITS, FEES AND INSPECTIONS REQUIRED BY GOVERNING INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP AUTHORITIES OR ABRASIVE SURFACES UNDER LAVATORIES. t. RD 10.1)OMESTIC WATER PIPING: ABOVE GROUND COPPER TYPE V. BELOW GROUND OUTSIDE - FAUCET CONTROLS AND OPERATING MECHANISMS SHALL. BE OPERABLE 1 OF BUILDING TYPE W. WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, 11.GAS PIPING: INSIDE BUILDING ABOVE GROUND SCHEDULE 40 BLACK STEEL PIPE. PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO BELOW GROUND OUTSIDE OF BUILDING CLASS 315 SDR 13.5 GAS PIPE. ACTIVATE. THE CONTROL SHALL BE NO GREATER THAN 5 LBS/FT. LEVER OPERATED, PUSH-TYPE AND ELECTRONICALLY CONTROLLED - 12.SOIL PIPING: BELOW SLAB INSDE BUILDING, gnV10E WEIGHT COATED (.AJT IRON MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF HUPLESS PIPE AND FITTINGS. ABS SEWER PIH" IF' APPROVED BY CODE. CLOSING VALVES ARE ALLOWED IF THE FAUCET'S REMAIN OPEN I 11CONDENSATE DRAW PIPING: COPPER TYPE "M' FOR AT LEAST 10 SECONDS. ! 14.INSULATE DOMESTIC HOT/COLD WATER PIPINI� WITH 1/2" THICKNESS AEROTUBE BY -- MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE NOT MORE i �--- JOHNS-MANVILLE F-�PE INSULAl111N, OR APPI OVED EQUAL TITAN 40" FROM THE FLOOR. 3' S.D. ABOVE CEILING1� 15.ROOF AND DRNN PIPING: ABOVE GROUND INSIDE BUILDING SCHEDULE 40 PIPE AST4 A120 I - LOCATE HAND DRYER OPERABLE PARTS NOT MORE THAN 44" AND LONG SWEEP ELBOWS, UNDERGROUND INSIDE BUILDING AND TO FACE OF CURB COATED - —' FROM THE FLOORCAST IRON HUBLESS PIPE. AND FITTINGS. ( --- — 2" SD. DOWN 10 SPILL 16.REFER TO KITCHEN EQUIPMENT (EQ-1) DRAWINGS FOR PLUMBING ROUGH-IN SCHEDULE - LOCATE TOILET T1SSL+E DISPENSERS ON THE WALL WITHIN 12' 1 AT FACE OF CURB DRAW aY- AND FOR ADDITIONAL WClf1F( TO BE FURNISHED AND INSTALLED BY PLUMBING CONTRACTOR. OF THE FRONT EDGE OF THE TOILET SEAT. J (k(F.CICED BY: ITINSTALL SHUT-OFF VALVES ON All HOT & COLD WATER LINES. ALL EXPOSED LINES TO - -'- BE CHROME PLATED. - ,^,RAG BARS, FASTENERS AND MOUNTING DEVICES SHALL BE - - 81+tDING tYPE DESIGNED FOR 250 LB/LINEAR FT. LOAD. � C` 3" S.D. DOWN TO SPILL � 18.ALL DRAIN, WATER AND GAS LINES SHALL BE KEPT TIGHT TO THE UNDERSIDE OF 2 � AT FACE OF CURB � � � 7 O EQUIPMENT AND CURED IN PLACE. I 19.41[1 DRAIN HNES FROM SERIN( UNE TO BE PIPED SEPARATELY TO FLOOR SINK. RAMS 20.THE EQUIPMENT ROUGH-INS AS SHOWN ARE: ACCURATE TO THE BEST OF OUR KNON+EDGE. JOB FK1hN6E17 HOWEVER, IN SOME INSTANCES, THE ONNER OR SUPPLIER MAY SUBSTITUTE OR TAE EQUIPMENT ITEM MAY VARY FROM WHAT IS SHOWN. THEREFORE, THE CONTRACTOR SHALL VERIFY ALL CRITICAL DIMENSIONS VITH THE OWNER PRIOR TO CONSTRUCTION, FAILURE OF THE CONTRACTOR TO VERIFY THESE DIM.NSIONS SHALL PLACE THE RESPONSIBILITY FOR ANY SUBSEQUENT RELOCATION DIRECTLY ON THE CONTRACTOR. PROTOTYPE 159UE DAIS 21ANTERIOR GREASE TRAP TO BE INSTALLED ONLY IF AN EXTERIOR GREASE TRAP IS NOT W3l - 4- 9 TO BF. PROVIDED. SEE SITE PLAN. 22.REFER TO H-1 & M SHEE'S FOR HVAC AND HOOD PLUMBING REQUIREMENTS. SHM Ntl1lQl 23.ALL DRAINS SHALL BE PROVIDED NTH P--TRAPS. -�. PLUMBING PLA N SCALE: 1/4" --o• P I PACIFIC HWY., 11635 BLIP 94-0165 36 OF 56 �*w IF THIS DOCUMENT IS LESS I i I i 11T� I�� I �r 4 �TTT�ill T"611Tf T1 11T11T TP II � Tj� rrI 111 1�1�LEGIBLE THAN THIS NOTATION, I 5 _ � I I 10 I 11 1 AUGUST '30 � ��5 _ J IT IS DUE. TO THE QUALITY OF No.se THE ORIGINAL DOCUMENT. £ . -gZ TgZ� LZ Z TZ dZ lil q11111, IL9 Fii .uNIIIIIII IIIII�IIIIII�IIi ►► � IIIIIIUI illllllll �ll�ll 1 I► ILII III lu I IIll111111J1.L�111111I11111.111ll1ll tllJlllll�l I! 1/2- SPACE I ULI 97E PIPE VENT TO FOR QUARRY - UNION ArQ0I. �HERE TILE _ SLOPE r____-_'S,yU T-OFF COPPER -- (GATE VALVE) CONDENSATE DRAIN. WATER UNE TR AP ` 1 EYP. ALL EQUIPMENT S.O.V. IN Yb. --, PD100 NOT TO SCALE PD105 NOT TO SCALE PD200 NOT TO SCALE CO2 FILL BOX VERIFY FLOOR DRAIN E GATE VALVE AND UNION C 1YP . CONDENSATE DRAIN A ---- 1• C•WRISER LOCATIONW/CM TRUSS BEYOND NOTE: ALL F!_OOR SINKS MUST BE FLUSH rM - i- 6 I WITH THE FLOOR AS .SHOWN BELOW L cmav I � 1' �„�,,, 1 `'OVERFLOW DRAIN "-GAS COCK _ I J I — —J RLL NTH — — -"—” _ RD-1 UNION GROUT —�` — — — J TO "— — SHEET LEAD FLASHING EQUIPMENT — — TEE SIDE n WATER FILTER SYSTEM PER 691�� 23 5 — DET. E/P3 I � I I FOR QUARRY TILE I I I HB 4 pcsn«r I 1 2X6 BLOCKIf�G TYP. 3/4" - - J 2X4 BLOCKING TYP. I I O 1�r LjT�i 6' DIRT -1� �r I ......,.,�..... W. ------ 3' SD. �/LEG 4 1 Li 4 I 3/4" SIDE of TRUSS - _L~__._Cfi U._ _ ' Z I (- y THEIRMOSTATIC 2X4 VERT. EACy /2" TYP. ALL EQUIPMENT HB - � I • 1 »»-♦w•w_� I x I ( - MIXING VALVE PD102 1'=1'-0" PD106 NOT TO SCALE PD103 NOT TO SCALE _ p �3/4" H.W, o I 1 l� � l HYDROTEX *IBL01 F v I (81)922-9883 ROOF DRAIN 1 F MOIST TRAP AT NAT. CAS D FLOOR SINK BL L - SYMBOLS ABBREV DESCRIPTION 6• PVC TO BOTTOM , — — — — — — � — — — -` — — — — __. OF TRUSSES ~` S OR W SOIL OR WASETE G1" C.W. WITH WATER METER PER LOCAL UTILITY. Q 3/4" C.W. STUBOUT FOR ICE MACHINE NTH 1 2` VALVE • 6(I' A.F.F. r - UJAsun 3 PLY BUILT-UP G G GAS / _ r METAL FLASHING ____ I I _� _ I�I �'�"� T -3J4 /_'-----ROOFING TO — CW COLD WATER �3 3/4` C.W. STUBOUT FOR DRINK SYSTEM WITH 1/2' VALVE O 12' A.F.F. '- - - J1 EXTEND 6' MIN. — HW HOT WATER - - _ - - - - - - - - - - - - - - - J m L \ EACH SIDE OF ROOF DRAIN H.IVR. HOT vi!'TER RETURN 0(3)- --- (3) 1/2' C.W. dr H.W. FOR POT SINGK 0 12' A.F.F. I�"1 UJ i I 2x6 BLK'G OO - - - -- - V. SANITARY VENT 501/2" C.W. At H.W. FOR PREP SINK 0 12" A.F.F.F.F. 3 L-J RF 2 PPE \ -WADE DRAIN 2 S__ S.D. STORM DRAIN ABOVE GRADE (ROOF DRAINS) 6 1/2' C.W. Nk H.W. FOR MOP SINK #0 36' A.F.F -- - I Allilt I W-3232-D-3 --CD-- C.D. CONDENSATE DRAIN �7 1/2' C.W. & 3/4" H.W. DOWN S/S MECHANICAL CHASE FOR DUAL PREP UNE. 3 CLALT.JOS24522 FCO/COTG FLOOR CLEANOUT OR CLEANOUT TO GRADE 8O 2' GAS UNE WITH GAS METER AND UNE TO ATTIC. I►- WCO WALL CLEANOUT L_ 2x4 BLOCKING H.B. HOSE 9188 O1" GAS JNE FOR WATER HEATER. 156,000 BTU/'H, • 6' A.F.F. • -�— ". --D4--- SO.V. SHUT-OFF GATE VALVE 10 1 1/2" GAS UNE DOWN FROM ATTIC TO COOK UNE. 1/2" EXTERIOR - SO.C. SHUT-OFF GAS COKC 11 3/4' GAS INF: STUBOUT FOR FUTURE 0 E" A.F.F. GRADE PLYWOOD .—..�.—. C.y. CHECK VALVE P.LR.Y. PRESS-TEMPERATURE RELIEF VALVE (DOTH1" C'S UNE STUBOUT FOR RETHERMAUZER. 110,000 BTU/H, El 3/4' CONNECTION O 6" A.F.F. Y.B. YARD BOX R.D.. ROOF DRAIN 1" GAS UNE STUBOUT FOR FRYER. 122,000 BTU/N, `II � -- WITH 3/4' CONNECTION 0 6" A.F.F. AP. ACCESS PANEL 1 1/4' CAS UNE U.T.R. FOR HVAC UNITS ON ROOF. !? PD109 1-f/2'=1'-U' V.TA VENT THRU ROOF 14 SEE GAS RISER DIAGRAM FOR BTU/H. V.B.F. VENT BELOW FLOOR '15 PROVIDE (2) 1" WASTE LINES FOR BEVERAGE UNIT TO ROOF DRAIN Z G U.T.R UP THRU ROOF C�H.D., 1" AIR GAP MIN. ' V.C.P. VITRIFIED CLAY PIPE SFORPROVIDE 3/4' CONDENSATE LINE AND 1/2" DRAIN UNE Cl CASTIRON ICE MACHINE TO H.D., 1` AIR GAP MIN. ACP. ASBESTOS CEMENT PIPEPROVIDE 1 1/2" WASTE LINE FOR DUAL PREP UNE TO F.S., 1 AIR GAP MIN. r �- '� TO FAUCET' RECESSED PREFAB METAL CAB. PROVE(N 1.�E) EASTING 18 PROE 3/4' CONDENSATE LINE FROM COOLER I TO FAUCET I - DOOR FRAME WITH LO('X. MIN - - CEVAPORATGR COIL TO F.S. SENSOR I ` ��DOOR OPENING: 8"X 1' WITH F.D. FLOOR DRAIN 2" INDIRECT WASTE CONNECTION FOR PREP SINK (S-3) SHALL BE `- I ( HINGES AT LEFT M.D. HUB DRAIN 19 SMITH #3813 DRIP FUNNII TO F.S. (OR APPROVAL EQUAL). SEN SAAM ATPI 'r� PAINT TO MATCH WALL FIN. - ----- TRANSFCIR IR OFFSET FROM LAVATORY OFD OVERFLOW DRAIN _ CENTER UNE AS RESXMRED 20 1/2' C.W. AT 54' A.F.F. NTH CHICAGO FAUCET /334. DRAWN BY. � F.S. FLOOR SINE( ELECT I I TO ACCOMODATE PIPING. ---- - -- C►Ean BY: s OUTLET GL GAS U @)1/2-NE SULD I6 TIRE C.W. STUBOUT FOR RETHERMIWZER AT ;2' A.F.F.. I MIXED WATER TO FAUCET NOTE: M 7 0 H �M OR � - �i _ 22 1/2" C.W. 0 3/4' H.W. STUBOUT FOR FUTURE MNIUNE ABOVE 1�N.1NG. METAL - ALL WATER PIPING FRAME STUD I I IXEO WATER FROM THERMOSTATIC MIXING VALVE 23 1 " H.W. STUBOUT FOR HOT WATER SYSTEM AT 48' A.F.F.. TO BL OVER HEAD. JOB NUIrl�R I I T OFF VALVE I 1 ISSUE DAIS n.OoR I I - --- ___ - _ - -- -- 6 - 4-- 93LINE �I ( ` __- -- - ------ ---- --___.. --_ I II h 9i1ElT NUTABER PD202 SENSOR TRANSFORMI R CAB . H PLUMBING LEGEND SHEET NOTE 'S PLUMBING"' � - " ._ '_ z. N � � A �`i WATER SCALE. ,�4 , o PACIFIC HWY., 11635 BLIP 94-0165 37 OF 56 M...ww.r+r .wr._r..,.+rtt'Jihtllylu,pt'a�"1.1 Yi+WAW WriLlilin'i:... ..6F.a�,i,.._ jj S T IF THIS DOCUMENT IS LESSTI1 TT T � 1TTT�T 11 I i T1T1T r"rt� � �� , T, ' LEGIBLE THAN THIS NOTATION, 1 r -__-'�J-_ ��—"L._ � I g :7 � lU l I 16. QUG�ST 30 19 9 5 }° I T I S DUE71 --- �_� _�—_�_� TO THE QUALITY OF ,, N0.3a �'._...... THE ORIGINAL DOCUMENT. — -- �iiij _"i5iijimg, Z Z I' Z tZ Z I 13T �GT 9i 4 [ I� i�bT �I�ET7.LL 9 9I I 1 II II�III1. I II I�I 1111111 oo�� I 1111IIIIIIIIIIIIIIIIIIIII 11111 I�IIIIIIIIIIIII 111 II Il1u11111Ull1�11.111I1111 I I►u Illllltlll�lll __ lllllll ►IlltJllll 44 RISER OUTSIDE WALL TO ATl'IC G / I J S.O.C. Y J I ✓ J I GAS METER J ✓ ON GRADE J l-1 G ��_ • i \ / 1 112 , I � � I G I I \ I\<----4* VTR TO FXTf ND TO TOP J J ✓ J I OF PARAPET WATER HEATER J I ✓�✓ I HD-1 I I UR-1 i` r 156000 BTU r �•� I I I AFD-t r.✓ I I I J I ` � � � I ✓ ✓ I I S-4 f �1 ,/2• WC:O—t I �� I r FS t 104— FD-.l J S 1 \j�` I� lS 3 I FCO-i ✓ ✓ I I \ r FUTURE S-2 I \ y� I LSI � I FD--1 ✓ ✓ I I .1 RETHERMALIZER t'-�3/4• J FD-1 110,000 BTU G ✓ ✓ � ,i ✓ I I 1 1 1 FRYER (�I / I \ v ✓ 3' --� E /�� HD-1/rs-1 3 _ J 122000 BTU I I *HD 1/FS-1 ✓ I I I '�..- �I G 1 1/4' I I J x I WC-1 1• �� AC-2 I 13' 160000 BTU 000� r 1-1I I I ✓ 1 4' WCO-1 i I AC--1 I FS-1 120000 BTU FS-1 \' / FD-1 II S-1A GAS DEMAND SCHEDULE (X1000) GT-1 4• _._ I 3' AC-1 120 BTU PIPE SIZED AT 90' FROM � I AC-2 160 BTU METER TO MOST REMOTE WH NOTE: E:FRYER 122 BTU-1 156 BTU OUTLET AND 8' W.C. ISNI I C RETHERMALIZER 110 BTU *HD1/FS-1 ALL VENTS TO *HD-1/FS-1 BE 2" UNLESS TOTAL DEMAND 668 BrU . DEPENDING ON LOCAL CODE ' NOTED OTHERWISE GAS --RISER DI AGFR AM NO SCALE C WASTE RISER DIAGRAM NO SCALE A U / THERMOSTATIC MIXING VALVE z HOT �—+ WATER HEATER FLUE .T" CU-D PRESSURE REGULATING HYDftOTEX #iBL01 (800)922-9883 ►MM—+ THRU ROOF-CLASS G 1 .,11 VALVE SET O 65 VI -_�` EVERPURE WATER W 'B' GAS VENT FILTER SYSTEM "IL LJJ 3/4' r I 1 HS-1 COMB. TAf RELIEF .0 VALVE PER LOCAL / CODE S.O.V. IN Y.B. ✓ rr i I I ' \\ L-1CHECK VALVE r'6 3 4'1 -2 WH-1 �3 UR-1 lye / V / � I J J�J � —4 wC-1 RUN TdrQ TO MOP O SINK I I �� 2 -3 ✓ RIDAM S-1 �O V � / �-1 WC-1C-1 \ / FULL SIZE DIRT LEG _ J . J 3/4• DRAIN PD112 NO SCALE J J 3/4, H F WATER HEATER PIPING D ...� 22 I EVERPURE WATER -'�— TO DRINK FILTER SYSTEM / SYSTEM ✓' H8-1 (� S-1A 1*47�n TO ICE / / 10WATER- I ��. . MACHINE � 1 ` I O INLET / I / \ \ ` NOTE; oaAwN BY: aEac�n Or ALL WATER PIPING DAM 1�c / / ✓ 1 / TO BE OVERHEAD M 70 FRAME I EVERPURE SYSTEM 110 MOMM ISFAIF DAW 6 -- 4- 93 TO BE SUPPLIED BY TACO BELL AND INSTALLED BY G.C. C� SMT NUIIIIIIIER PD210 SCALE: NONE INSER 4 �.� P `3 J G WATER FILTER SYSTEM E HOT & COLD WATER RISER DIAGRAM NO SCALE H f PACIFIC HWY., 11635 BLIP 94.0165 38 OF 58 yam. . :.. STT r IF THIS DOCUMENT IS LESS r 1 7111, 4 ' � T1I71ITT �� 111 'TT'I ' _pT'TT TTTj_'I �1t T '� 1995 _ I ! I 11 i■ 1 _ -- w --- 8 io 1�� iw AUGUST �Q LEGIBLE THAN THIS NOTATION, _-�r - �- __ • IT IS DUE TO THE QUALITY OF No.36 THE ORIGINAL DOCUMENT. -- -- -- - - - -- -,-- - _ _ - `• £ F63BZ LZ 9Z Z Z £ Z TZ Z i fiG 4 b £ Zil�an"IIIJIll11111IIIIl IIIIIIIII IIIIIIIIIIIIIIIlllllllllllllllilllllllll ` Illllllllll�l I II�III�I I I I 11111 Illlllllllllll�llll ILII lI 11 11UIWl�lll I�� I I I D 1� � �I,��1111�I»>TII�I .�1 r EQUIPMENT__ _ _ SCHEDULE_ ___ _ S 0. QTY. - SUPPLY INSTALL ITEM - MANUFACTLIRER & MODEL NO. CW HW GAS DRAIN ELECTRICAL REMARKS _ EQC GC TB TB GC q r r 1 2 — --- 2 NOTE: NOTE TO FABRICATOR —ND .,ONTRA ,,TOR: 3 1. TYPE I EXHAUST HOOD LESS THAN 12 INCHES FROM THE CEILING OR WALK-IN-COOLER TO HAVE AN OREGON STATE "APPROVAL" 4 - -- - -- 4 WALL SHALL BE FLASHED SOLIDLY NTH MATERALS OF THE THICKNESS RECEIVED BY THE STATE OF OREGON BUILDING CODES 5 1 _ BEVERAGE BAR (SELF SERVE) FABRICATED 1' __ A. MILLWORK INSTALLED BY SEATING VENDER 5 SPECIFIED IN SECTION 2003(B) OR MA(ERIA.LS CONFORMING TO ONE HOUR AGENCY ICHAPTER 50 SSC). - - -- - - FIRE ,RESISTIVE CONSTRJCTION (SECTION 2003(0)). 6 2 G (0 BEVERAGE UNIT (SELF SERVE) W/SHROUD RENCOR 120V/20A 6 7 1 _ _Q BEVERAGE UNIT W/OPTION.AL SHROUD K-WAY - (2) 1" - 120V130A -- - - - - 7 8 1 © (Q� BULLETIN BOARDS - (1) 36"X48" -- _-__ 8 9 1 ® _ _ B.O.S.S./ T.A.C.O. COMPUTER CABINET -FABRICATED -_ _ 9 10 10 11 2 SETS _ G - ® CABINET- 1'-4"D X ( )L /PLASTIC LAMINATE _ -_-_ - 12 - G G CAN CART FABRICATED12 13 11 -76 CAN OPENER EULUND #2 �- - 13 14 3PR G G CASH DRAWER BRACKETS V - _ - - MOUNTED UNDER COUNTER 14 15 1 - CHOPPER SHELF FABRICATED ® - (Q� _ SEE DETAIL D A-12 15 16 1 '( - CLOCK -__ - - 16-- 17 1 G G COFFEE BREWER HUNN-O-MATIC -- - - 17 18 - 1 _ �O G 1 COMPARTMENT_SINK 4'-0" LONG - FABRICATED - 1/2' 1/2" 2" - 18 19 1 O G 3 COMPARTMENT SINK 8'-7" LONG FABRICATED (3)1/2" (3)1/2' _ (3)2' WITH GOOSENECK FAUCET SPRAY t9 20 1 SET Q _ COMPUTER REGISTER SYSTEM - P.O.S. (PAR) 4 REG., 3 CASL_DRWRS., 2 PRINTERS, 7 MONITORS 20 21 1 G Q COOLER 6'-9.5'x12'--6.5";REMOTE ROOF MOUNTED CONDENSER KOLDPAK - -- 208V/30/20A PANELIZED UNIT-FIELD ERECTED BY G.C. 21 22 1 © D COOLER DOOR CURTAIN 22 IRRIGATION IM , VERIFY LOCATION 23 9 CORNER GUARDS--2"X 2"X 48" ST/ST FABRICATED 23 WITH IRRIGATION PLAN 24 2 ® G CONDIMENT RACK FABRICATED 24 2 — / CO2 FILL BUN, VERIFY ?.5 1 O COUNTER W/ CABINETS 24"D X ( )W / PLASTIC LAM. FABRICATED — SEE DETAIL C/Al2 25 � LOCATION W/CM 26 1 ® Q COUNTER- 3'-O"H X 7'-6"L X 2'-10"D /PLASTIC LAMINATE FABRICATED _ -- T — — -- ?6 11 \'\ 27 1 COUNTER TOP 24"D X ( )W / PLASTIC LAMINATE FABRICATED _ _ — 27 - - — 28 2 O CHAIRS _ 29 2/1 O _CO2 TANKS/BULK CO2 TANK_ _ ---` - - --- - -- - _--_.-- -T 28 _ - g , - s 29 90 68 - 69 c3J ex4e I 1 30 2 I G G CUP DISPLNSERS (2)4-HOLE - - DELFIEID/SAN JAMAR, INC. INSTALL IN COUNTER - 30 ' LII - 28� 28 v 93 7 — I O (e)24x72 1 34 - - - -- -- -- -- ,,4 / - I 98 96 L- - -�.-_ = J I 35 3 O DROP SAFES - - - - --_- - -- _ - -- - �-- 35 \3 - 8 12 J1 O I 23 Lilt 36 - O DUNNAGE RACK METRO 36 - - .- - _ _-1L �39 39 % - -- I 9940 1 EXHAUST HOOD- -- - ICATED- 4' 2' X 11'-0 -- 40 11 � ex.e 41 - 0 EXHAUST HOOD FOR TABLE TOP WARMER 41 J _ 42 1 FILE CABINET ^_ _ _ 42 t 46 22 _ I 93 _ _ _ �89 16 44 45 43 1 a6 13 54 59 95 43 2 O FIRE EXTINGUISHER - 20)y 2A: 40BC RATING - - -- 4.3 _ _ _ _ _ _ 18 44 1 SET FIRE SUPPRESSION SYSTEM - ANSUL R-101-30 _ - -J - - 44 91 1 12 29 44 _ _ 4 I - - 23 , 45 1 O � FIRS? AID KIT 5 � -T (- (- r -t h - / 46 1 U O FOOD CHOPPER -_-- - -ANLIKER -...- --- -- -- --- _ -- - -.- - -- 46 65 _ 1 (- � •� (s)+e+':. I I� - 47 ,- - - - - -_- - -._ -_-- 47 -- <� _ 23 I I v 48 1 G G FRYER W/ CASTERS FRYMASTER MJ45E 3j4" 120V' '20A 122,000 BTU 48 26 '/ -- 1 - csl+exec 1 - -- -- 49 L 49 _J L 12AN 50 2PR ® G GRAB BARS-(1) 36",(1) 42" GREY KRAUSE -- -- -- -- ---- SEE A-tt -- 50 1 15 r 75 56 E0 i - - -- 51 G © GRILLE FABRICATED 112- __ 60,000 BTU 5 52 2 O HAND DRYER ELECTRICAL/AUTO - - WORLD DRYER #XA5/80BRICK `- - - 120V/30A SURFACE MOUNTED_ -- 52 j 92 —1Hr- 91 91 60 80 OPT. 53 _ _ _ J3 �: 111 40 SHROUD BEHIND 79 19 54 1 O - O HOT WATER SYSTEM W/ STAINLESS STEEL SHELF BUNN-O-MATtC HW-5-X-27 172" - 208V/30Aj1PH -_-- -_- - 54 I Irl -<67> uy 4 ICE MACHINE - - - _ 1- 5 75 r - 50 1 15 52 68 0 55 _ - - _ - --- -- - - - _ - ----- 55 I- (-1 1 97 56 1 ® ICE MACHINE - 30" BIN W/OPTIONAL SHROUD FABRICATED 3/4" - (1)1/2";(1)3/4" 208V/1 /30A _ REMOTE ROOF MOUNTED CONDENSER 56 0 1 �_ J 57 t (Oa G ICE TEA DISPENSER - ---- --- - --- --_ 57 (- _� 75 23 I g4 Ilj 1--1 v 58 - -- - - 58 r - l- 25 0 I 48 \2� _ 59 - 1 co) G KNIFE. 80N. - _ - ------ - - ----------- - __- 59 � - __- T= E (s),axz• _ _j _ _ Q 60 1 G G KNIFE SHARPENER _ 60 88 - - ._ - - 61 - - --- - - -- - _- -_ _- - -- - 61 nn_1 62 - -- --- - _. --. ----- 62 p 57 35 14 I - O LL 63 1 SET I G O LOCKERS(12) REPUBLIC STEEL 63 ! 2O i5 I I �7 1C 43 0 - --- -- 64 27 ---- 65 1 ® ►.UNI-DUAL PREP-LINE - - FABRICATED 4'-0" X 9'-6" 1;2" 3/4" 1 1/2� --- - - - _ 65 - r -Ir -Ir - �,r�,b� ; >+�� 71 - --- 52 66 — --- — — — — — -- _ T_� 6b 20 I '� [11] I 1 T II I�. _ S III l_l _I 67 O G MINI PREP LINE - (R-L) OPTIONAL FABRICATED 3,4" 3/4" 1" & 1/2" 67 s,riy,p _ — ;_ —L—j�L__ J— _ 11 5p 68 3 G G MIRROR 16 X 20 -- -- GIPCO 41--711 - 68 69 1 _ c I _ G MOP RACK — POWERS FIAT - -- -- —__ - — — -_ --_—_ --_—^- _ __ ---- 69 a_ 70 1 (� _ — G MOP SINK — —POWERS FIAT 24" X 24" _ 1/2" 1;2 S 70 I<5> 04 1 83 3p 96 \ 20 - 71 ✓ OPTIONAL: 14 20 14 203yr - 71 - 72 _ _ -- _ '-- -- T_ _ -- - ---- ----'_- - - 72 S.S. SHROUD BEHIND --- S.S. SHROUD BEHIND 35 �/ D �� <5> DRINK DISPENSER ONION D!CER - - -` - 73 DRINK DISPENSER ❑ 24 74 - - - - 74 LLJ 75 7 G - © PIPE HANGERS-3/4" DIA -_--- - - -_ -- -- SEE DETAIL B/A4- _ 75 ' 76 6" PVC CHASE THRU RANGE W/ CASTERS WOLF RANGE WTR-2 _- - 3/4" - - _ 80,000 BTU - 77 _ WALL FOR SYRUP LINTS, 78 _ G G REFRIGERATED TABLE w/ CASTERS -- - - FABRICATED -- - --- v 120V/20A - 78 14" FROM EXTERIOR WAL1_ 79 1 ® O RETHERMAL-17.ER FABRICATED - - -_ 110,000 BTU _ 79 AND 10" A.F.F. BO 1 ) QO ROOF ACCESS LADDER-ALUMINUM PRECISION STAIR CORP. FL x'156 - - i - --_ 80 II REVISIONS -_�-- - - -_--_--_---- 81 11 b-1_94 r TE£LL_BULLETIN- 82 -- — - -- _ 8?. _ -T 83 -1 — SAFE — — `MAJOR SAFE CO. -- SET IN PLACE BY SHIPPER 83 84 — — — -- -- - - --- —___ --- ----- -- 84f----t---------- -_ 85 — - — — -- --- — ---- 85 ---+---------- � I I 88 1 G G - SHELF (12x36) PLASTIC LAMINATE - _- - FABRICATED -_- J_-_--_- -^_ _- 88 �I 89 1 SET G G SHELVES (2)12"X (1)16"X / PLASTIC LAMINATE 89 90 1 SET (� (O SHELVES k2)12"X / PLASTIC LAM. - -- - 90 I �I I 91 3 C�1 © SHELVING (WALL STORAGE) METRO 12x36 - - --- -- - ---.- -- -- _ -- 91 ---T ------ 92 2 ((�, G SHELVING (STORAGE) METRO ?4x42 � 92 x---1 ---------- 93 1 LOT -- (� SHELVING / (COOLER) METRO --_—-- ---- 93 i---t --------- 94 G SHELVING (STORAGE) METRO 14x24 -- 94 __________ 95 t G SHELVING (STORAGE) METRO 18x24 95 I --I -- 96 - 1 -- Y ( - SHELVING (STORAGE) METRO 18x30 _ 96 -__1_______--- - _ -.- ---- ------- --- --- --- SHELVING (STORAGE) - METRO 18x46 _ --__ ----- _ -. T---- -- -- _ - ----------� 98 j ��.---� -- ..______-• 97 1 (D SHELVING STORAGE METRO 18x42 _ _ _ _ 9.7 98 3 G - (STORAGE) �l ---�_- -- ---- 1 G SHELVING (STORAGE) METRO 21X36 99 I I 99 r---t- ,.1 © SHELVING (STORAGE) METRO 21X42 SHELVING TRACK SYSTEM 100 101 J SHELVING (STORAGE) -- --_ _ _-- METRO 24x54_- -- _-- - ---- - - 101 - AWN BY: - �- 02 1 _� G SHELVING (STORAGE) -_- - - METRO 24X48 - - J 102 CHECKED BY: BY: DRAWN 103 2- ® G SOAP DISPENSER(LIQUID)--SINK MOUNT AMERICAN STANDARD X14503.029.002 103 77- 104 2 G - O SOAP DISPENSER WALL MNT.J _-- 05 1 STAGING UNIT &_SHELVES -`- _ FABRICATED _ 120V OUTLET PLUG TO DUAL-LINE 105 BUNDLED SYRUP LINES - ---- y -- - - 106 M 7 �--� 107 107 ---_____---- -- ---- - - ------_ --- - - 108 109 JOB-- 110 1 G _ (O SYRUP RACK / BAG-IN- THE-BOX FABRICATED_ - _- - ALT.:BAG-IN-A-BOX PER ACM 110 O TACO STORAGE CABINET 1/2 SIZE (HEA' CABINET) - - vuMec� 11 i 1 G _-- � -- --- -- ---- -__ _ 111 112 2 CJS TABLETOP WARMER - - - - - SEE NOTE "B" - 112 113 _ TACO STORAGE CABINET (HEAT CABINET) -- FABRICATED --- 120V/20A SHELVING TRACK SYSTEM 113 :: PROTOTYPE ISSUE OATS 114 TIMER 114 115 2 10 O TOILET PAPER DISPENSER--RECESSED A&J #UA41 _ — — — _ — 115 6 - 4- 9 3 116 2 TOWEL DISPENSER-SURFACE MOUNTED A&J ##180 - 116 I SHEET NUMBER 117 _ - -- --- _- - - - -- _ __- 117 121 1 WATER FILTER SYSTEM -- _ EVERPURE --`--- PACIFIC HWY.,11636 121 123 1 ® WORK COUNTER 18"0 X ( )W /PLAST!C LAMINATE FABRICATED BLIP 94-0165 SUPPLIED AND INSTALLED BY G.C. 123 124 I �J) WORK COUNTER 2:`D X ! W PLASTIC LAMINATE FABRICATED 39 OF 58 - _ PROVIDE BLOCKING IN WALL FOR 8RKTS. 124 ) I I n _ -- . ) � ___.-- -- _-- _ -- i75 E 0 U I �- M [TNT P �_. A N 12 1 1VORK TABLE 24 X 30 W CASTERS FABRICATED _ T�T� �T �T( �Tj �T l ;,..;... a... ..�.+,,,,.� .....•.,.—,.",."..,..,...p •�,_,.. ,.. ....�.-....._....,��.. _....,.�,,.,.••.e,:�rainruM.,'.u=a.ax.'+tzaaa� IF THIS DOCUMENT IS LESS I 'r I i I TTI i �I ��r�T I �I,ir�T�r�r� �T rIT 1��1r�T��1�r �I� 1995 0 r 4 _ T 6 I ' 8 I ' 9 rT10 I 11, �� 1 AUGUST 3�Q LEGIBLE THAN THIS NOTATION, _ _. —� T —� J IT .[S DUE TO THE JALI'lY OF' N0.3e THE ORIGINAL, DOCUMENT. 1111 £ 6Z f1Z LM111111111161 Z Z £ Z TZ �7, 6T�8t G�T 8t 4T f,i —St ZT Tt t 6 L 9 9 1b £ Z isirue Dllilll�illllullII11I11IIIII Illll I� IIIII II � 1 �.I III III�IIIIlllllllll�ll�l llill Illlllllllll! 11 llllllillllllilll 4'.htY111•Uk saknlWYiYtelaiJ.11MMOfYN.WCWW' w.�+..-r.,...w.a+..•...!"...»-.�...-....,..+.-•. _ QTY. _SUPPLIER _ INSTALLER_ ITEM REMARKS T.B._ G C-- T.B. GG --- - — _ 1 1 O - Q MENU BOARD AT SERIANG COUNTER -__.�__-...._ -- 2 1 Q Q P.O.P. BOARD SPARE 4 I LOT Q- ® _ CORIAN WINDOW SILL r -- BY SEATING VENDOR (OPTIONAL) -- 5 3 oO TRASH ENCLOSURE SFE DETAIL THIS SHEET FOR DIMENSIONS AND FINISHES 6 1 LOT 0 _ ® SEATING PACKAGE - SEATING W-NDOR: INCLUDES TABLES, FRAMES, BOOTHS AND SETTEES. NOTE: EXPOSED BOOTH BACK TO BE FINISHED W/ LAMINATE -! 7 1 Q d — SERVING COUNTER TOP SEE DETAIL Al2 (KNEE WALL k SUPPORT PROVIDED BY G.C.) - _ - `8 15 Q Q DIVIDER WALL/PLANTER SEE DECOR PLAN FOR LENGTHS AND DETAILS THIS SHEET 9 1 LOT Q V HOSPITALITY RAILS - L4 SUPPLIED AND INSTALLED BY SEATING VENDOR 10 2 Q Q FLOWER BAS�.C:1S (INDICATE DECOR PACKAGE) G.C. TO SUPPLY WOOD BRACKET PER DETAIL THIS SHEET NOTES: 11 2 00 SERAPES ---� (INDICATE DECOR PACKAGE COLOR) - i �- - 14000 ACCCNf STRIPES SHALL FiE_ CONTINUOUS 12 1 LOT Q - Q _ MANMADE PLANT MATERIALS SUPPLIED AND INSTALLED BY SF.ATING/DECOR VENDOR �- 2. WINDOW FRAMES. 4--1 FINISH AND 13 SET Q Q FRAMED ARTWORK INDICATE DECOR PACKAGE _ CONTINUOUS T FROWTCS. BE FRAME i� SPARE OPT.) Q _ Q MMN BUNDS -(OPTIONAL) FOR FRONT ARCHED WINDOWS AND SIDE WINDOW WALL `:YS11M 3 THE USE OF CORE DRILLED SEATING IS PRO- 15 HIBIlEO WHEN A POST TENSION FOUNDATION _ _ _ — 16 1 Q C — SEi F-S~--RV_SODA SUPPLIED AND INSTALLEE BY TACO BELL — — _ IS UTILIZED. SEE S,iEET A-2. CALL DECORATIVE MATERIALS SHALL BE 17 1 LOT Q Q COLIC EIRIPES(WOOD STRIPS) WOOD STRIPS PAINTED T) MATCH LAMINATE. COLORS PER 102 - INSTALLED AND MAINTAINED IN A FLAME 1E _ SPARE -- - -_- RETARDAN'. CONDITION- 19 - - SPARE 20 1 Q Q DRINK_SYSTE6 PANEL_ -._ __ --_ -- -.-- ---- — 21 COPT.) Q Q CEILING FANS (OPTK)wlAl) -- 2'' 1 Q Q CONDIMENT BAR - SUPPLIED MID INSTALLED BY TACO BELL SCHEDJDt rr� DECOR SCHEDULE V-10" WALL - �---SEE PLAN FOR WIDTH LASTIC LAM. N471411 � (LP-1) ACCENT STRIPES THAN -K- YOU 2' HALFROUND 1/2'RAD.(TYP.) (L -3P- LP-5) LASTIC LAM.-PLANTER BOX L LP-3 P ll --I 1IIi _�rm I II I ROUT DOWELS TO ACCEPT - BACKER BOARD do FASHION \ I I BAND LP-1 STEEL BASE W/ GUILES 2 1/2- HnLFROUNU SIDE ELEVATION FRC`hT E VATION 1 1/2" HALFROUND LF-4 1'-10' r 1/4' CHROME ROD I I I 2 112- HALFROUND - NOTE: }, LP-1 OVER 1/2' PLYWOOD _ REFER TO SELECTED COLORWAY I LL 2" HAFROUND I AND `X4 S FUD WALL FOR FINISHES & THEIR LOCATIONS I / 2" X 2' STEEL POST o G � I I �T�t FINISH FLOOR PLAN N _ _! SERVING .AREA _ OC213 SCAM: 3'�1'-O' DC210 SALE 3/4'=1'-0" DC201 SCALE: 1/2' 1'-0" 102 L J _. _.. ._ _— -- WALL DECOR G DIVIDER WALL D TRASH ENCLOSURE A � _ _ _ _ _ _ I i I DINING RWJ WL-1 KNISH L ° I a ••� TO END AT THESE POINT'S °� 0. I I SEE SHEET A-11. T----- 3M-DIA. Tac;cLE I ! 7� I a: BOLTS (2 EA.SIDE) t_ _ _— _ _ __ _ _— I WAIL UNE - � (VVJ I C4@ -• 16 13 C � 5 I ! 13 .� (3* FINISHING 22 9 r NILS (TW.) CUSTOMER AREA 8 1 36 6 `3f A 101 r- H� 12 101 2X4 FRAMING (TYf.) /� FURNISHED AND 5 �H rPE IN`_`TALLED BY G.C. 8 _w p1 C NOTE: 12 _ w _ L WALL BRACKET MOUNTED AT 5'-8'aF.F. AND PAINTED TO MATCH WALL FINISH FRONT ELEVATION oo I t DC214 SCALE: NTS DC202 SCALE:1 1/2'-1'-0' 6 t0 -- _ 12 3" f,LEARANCE BETWEEN (^jH WALL/SILL AND SETTEE/ - ; DIVIDER WALL ELEV. H E WOOD BRACKET B 6. CHAIRS(TYPICAL) 6'-4' _ PLANTER BOX — 60 54 60 60 57 14 14 1 LINE w/IP-3 PLANTER BOX a>rlo�Ir ARRANGEMENTS �_ ` ' //� 1/4' CHROME ROU - +l_ s- am&- tip PAN. C DEE/ � � J N j s- �� tp aAK 4' o� 4 �_ 6 11 � DINING AREA 11 6 6 - PLASTIC LAM. --� (- - 3- S1RAW- 1/3 PAIN. 4•DEEP __ -' (IP-1) 100 .. 1 2 3 4.- F1y11(S !h PAN. 4.OEEP L _ J b b I I I I s- HOT SAUM: t Ab PAN. r DECD THANK YOU TO SUPPORT FLONE'R BASKET ACCENT STRIPES N 17 11 7 1 e- MU WAM 1/6 PAN. r KIP (LID--UP-40--5) ( 11 1 4 S 6 T- MAW 0w. 18 14 14 �. 1 18 25 — 56 6 0 60 G C.TO SUPPLY AND INSTALL. - - PLAS- iM. - - 45 DEG.WOOD BRACKET AT \, LP-1 _ l I IH'-6 -10' ' 45'-8'A.F.F.(PAINT TO MATCH -_ - t' PLANTER BOX W/ PLASTIC f 8 t WAIL nWSH).BOLT FLOWER L1RAa BY., LAMINATE AND OAK CA. b CONDIMEN f STORAGE W/ FLUSH I 12 BASKET TO BRACKET TYP-- GEL'KFD gY N HIGH CHAIR 7 MOUNTED DOOR & &NGL.E SHELF N - K:AI. BOTH FLOWER BASKETS 1 STORAGEROD ------ --- SEE DETAIL 8, SHT 101 BOOSTER CHAIR STORAGE .rI Ll I M70H ---�'-----STEEL BASE �- PLANTER -�� ,. _- - - r 4 4 FRONT ELEVATION W/ GLIDES --Sto DE ELEVATION _ FRAME - - 3'�-8" N — — — N LP-3.4.5 2• V_6' 2• - - b -- - NOTE. / OATS REVERSE: UNIT F7lOTO'I`IPE tSSIIE ALSO AVAILABLE f / 6-4-93 SIDE �__ STEEL BASE FRONT 3 3'-11° 2-2 41.11111111101 ° FLAN N --- W/ GUIDES -- 6'-4 SCALE: 1/2'r1'-0" DC212 SCALE: 1/Y'=1'--0' OC207 - 9CALE' NTSID1 DC215 .�...- .�.-...r- �.�...�.. .�.��. DRINK SYSTEM ELEV. dl TRASH ENCLOSURE F CONDIMENT COUNTER ALAN C SEATING / DECOR PLAN 1/4'=1'-0" 68 SEATS PACIFIC tIW1f., 1163Fi HUP 94-0165 40 OF 56 I IF THIS DOCUMENT IS LESS I 'T � � I TrTi1j 1TTTT I� 1m R17- IT 1995'7T 1 1 ' I g 1I0 I '1 AUGUST 3�LEGIBLE THAN THIS NOTATION IS DUE TO THE QUALITY OF - -_ No-36 THE ORIGINAL DOCUMENT. -- - - -T --- --._ �1111 _.£ �Z Z LZ Z Z Z £� I �Z �tZ Z T �I LT 9t 4T NSI L[ ZT tt I 8 1. 9 9 £ Z TDie II I �Illl ll�ll�!III�IIII nII�IJIIIIIIIiII�lUllllll��illl 111 I II �l l �lTllllll��l�lllllll�l�l IIIIIIIIIIII IIII�IIII 111 ►Ill Lllllllll►ll�llll Ill�lll ►AllIl ll lull ulll 1111111 Iliil I (II I III� IIlllllll llllillll l I I�il Illlillllllll >>II Illil I I P! I $' DECOR SPECIFICATIONS 90A COLORWAY AND SPECIFICATIONS 90B COLORWAY AND SPECIFICATIONS 9CA COLORWAY AND SPFC'FICATIONS HOSPITALITY RAIL 909 COLORWAY AND SPECIFICATIONS SEATING PACKAGE TYPE: 2" DIAMETER TUBING SERVICE COUNTER TOP FINISHES FLOORS: COLOR: TO MATCH #WL-6 (TEAL) WITH CHROME FITTINGS. ;LOORS: LP-1 MFR.: NEVAMAR TL-1 MFR.: ujk TILE TABLE TOPS TYPE: FORMA GRADE STYLE: TEXTURED TL-1 MFR.: DAL TILE COLOR: #AR-6-5T, WINTER GRAY MATRIX COLOR: #1905-C LP-I MFR. NEVAMAR STYLE: AGATE NOTE. UPGRADE MATERIAL TO BE NEVAMAR FOUNTAINHEAD SIZE: 8x8 T',PE: FORM GRADE COLOR: #1914-C GRAY STONE TFM-6-2, GREY MIST MATRIX NOTE: BORDER IF APPLICABLE, COLOR #1914-C AGATE I;OLOR: #MR-6-5T, WINTER GWY MATRIX SIZE: 8X8 TL-2 MFR,: AMERIC, . JEAN LP-3 MFR.: FORMICA rt-2 MFR.: AMERICAN OLEAN WINDOW SILL COLOR: 0054 SMOKEY GREY COLOR: /843 CLARET COLOR: #054 SMOKEY GRAY SIZE: 8x8 SIZE: 8X8 MFR. NE JAM AR NOTE: ' ABRASIVE IN WALKWAYS, SMOOTH UNDER EQUIP. LP-A MFR.: FORMICA NOIE: 1. ABRASIVE UNDER WALKWAYS SMOOTH UNDER EQUIPMENT MAT FOUNTAINHEAD 2. CONTACT BUD CAL!ENDAR (714) 774-2454 COLOR: #896 SPECTRUM VIOLE? 2. CONTACT BUD CALLENDAR (714) 774-2454 COLOR: tfM-6-2 Lr-5 MFR.: NEVAMAR WALLS. COLOR: #S-3-37T BLUE WING TEAL rvAll.S PLANTER WALL. DINING AREA PAINT TABLE SIZES: 18 X 24 - 8"LP-5, 2"LP-4, 2"L.P-3, LP-1 REM. CAP: PAINT #WL-5 (CORAL) 24 X 42 14'LP-5, 2"LP-4, 2"LP-3, 0-1 REM. jiNING AREA PAINT PLANTER BOX: PAINT #K-7 (TURQUOISE) WL-1 MFR.: 56JAWN WORE ROD: PAINT #WL-6 (RED) TYPE. REGAL AQUA GLO, SATIN FINISH NOTE: PROVIDE TABLES WITH GRAY BUMPER EDGE. WALL BODY: TO RECiEVE TILE TYPES AND PAT ERNS AS THE COLOR: #1590 GRAYISH WHITE WL-1 MFR.: BENJAMIN MOORE COUNTER DIE. T1PE; REGAL AQUA GLO, SATIN FINISH YA-2 MFR.: BENJAMIN MOORE COLOR: #1590 GRAYISH WHITE TYPE: REGAL AQUA GLO, SATIN FINISH 'RASH AND CONDIMENT CONTAINERS HOSPITALITY RAIL COLOR: #1262 LIGHT MAUVE WL--2 MFR.: BENJAMIN MOORE NOTE: TO BE USED AS AN OPTION ABOVE ACCENT STRIPES. NOTE: SEE PLANS FOR FINISH LOCATIONS AND TYPES. TYPE: REGAL AQUA GLO, SATIN FIN19 COLOR: ##11262 LIGHT MAUVE TYPE 2" DIAMETER TUBING NOTE: TO BE USED AS AN OPTION ABOVE ACCENT STRIPES, COLOR: TO MATCH #W.-6 WITH CHROME FITTINGS DINING AREA WAINSCOT CAPS BOOTHS AND SETTEES j' WL--4 MFR., BENJAMIN MOORE BOOTH SEAT: FIBERGLASS TAB'F TOP FINISHES COLOR: #127.3 PLUM (2" HALF ROUND) COLOR: #FG-1 LIGHT GREY, RAL #7035 DINING AREA WAINSCOTING CAPS WL-5 MFR. BENJAMIN MOORE BOOTH BACK: #LP-1 AT EXPOSED BACK LOCATIONS LP-3 MFR.: WILSONART COLOR. #1407 PURPLE (T- HALF ROUND) WL-4 MFF'.: BENJAMIN MOORE COLOR. #351-6, TYROL GREEN METAL BASE: PAINT LIGHT GREY COLOR: #1407 PURPLE (2" HALF ROUND) WL-6 MFR.: BENJAMIN MOORE LP-4 MFR. FORMICA COLOR: #742 TEAL (2" HALF ROUND) UPHOLSTERY MFR.: NAUGAHYD� WL-5 MFR.: BENJAMIN MOORE COLOR: #845, SPECTRUM RED IL9W - olp COLOR: PHOENIX LILAC (4" TOP) COLOR: 0012 CORAL (1" HALF ROUND) NOTE. 1, PLACE ACCENT STRIPES NEXT TO EACH OTHER AS MFR.: BOLTAFLEX LP-5 MFR.: NEVAMAR INDICATED ON THE PLANS. COLOR: #'363766, PURPLE IRIS (4- MIDDLE) WL-6 MFR.: BENJAMIN MOORE COLOR: #892, JLIDLEE 2. PAINT STRIPES WITH BENJAMIN MOC,RE IMPERVEX HIGH GLOSS PRODUCT MFR.: U.S. COLOR: 01315 RED (1" HALF ROUND) #133. COLOR 0426 GROTTO (8") LP-6 MFR.: FORMICA WL-7 MFR.. BENJAMIN MOORE COLOR: #896, SPECTRUM VIOLET .:HAIR COLOR: #741 TURQUOISE (2' HALF ROUND) WAINSCOT FIELD TABLE SIZES: 18 X 24 - 8"LP-6,2"LP-5,2"LP-4,2"LP-3,LP-1REM FAN BACK EXTRUDED ALUMINUM STRUCTURE FRAME - LIGHT 24 X 42 - 14"LP-6,2"LP-5,2"LP-4,2"LP-3,LP-1R. MFR.: MARLITE GRAY FIBERGLASS SEAT NOTE. PROVIDE RED RUBBER TABLE EDGE. STYLE: DIAMOND CLASSIC SERIES NOTE: 1, PLACE THE ACCENT STRIPES NEXT TO EACH OTHER AS COLOR: #5446-S-2V' N,ORNING HAZE COLOR: RAL#5021 TO MATCH #WL-6 (TEAL) INDICATED ON THE PLANS, ALTERNATE: FRAME RAL#5021, SEAT TO MATCH #LP-3 2. PAINT STILES WITH BENJAMIN MOORE IMPERVEX HIGH TL-9 MFR,. AMERICAN OLEA,v GLOSS #133. TRASH AND CONDIMENT CONTAINER COLOR: D-14 STERLING SILVER S_T, 2 X 2 NOTE: SEE PLANS FOR FINISH LOCATIONS AND TYPES. NOTE: FOR USE IN CALIFORNIA ONLY ARTIFACTS WAINSCOTING FIELD FRAMED ARTWORK: #914 A SUN COUNTRY CANYON MFR.: MARLITE BOOTH / SETTEE KITCHEN AND SERVICE AREAS STYLE: DIAMOND CLASSIC SERIES NOTE: 1 ARTWORK TO BE CUT TO TWO EQUAL PIECES TO MAKE A DIPTYCH. COLOR: #5446-S-2v, MORNING HAZE KITCHEN 2. 1/4" TEAL INNER NAT, CRESCENT AZURE #1092 BOOTH SEATS: FIBERGLASS: #FG-1 LIGHT GRAY, RAL 17035 3. 2 3/4' MAUVE OUTER NAT, Cf ESCENT #1036 TL-9 MFR.: AMERICAN OLEAN BOOTH BACK: LP-1 (AT EXPOSED BACK SIDE) MFR,: MARLITE 4. MAT TO BF AT ALL FOUR SIDES. COLOR: #0-14, STERLING SILVER METAL BASE: LIGHT GRAY TYPE: FRP PANELS 5. LIGHT GREY (FINISHED SIZE 27 X 35) SIZE: 2 X2 UPHOLSTERY: TOP CHANNEL COLOR: #P--145 SILVER NOTE: USE IN CALIF. ONLY MFR.: BOLTAF.Ex FOR 490H BUILDING ADD ADDITIONAL ARTWORK COLOR: #1363766, DURPLE IRIS SECOND CHANNEL (f 1 SERVICE AREA (1) #201-683 LATIGO RAIN 18 X 22. MFR,: US COLOR: #SF-84, SALMON THIRD CHANNEL TL-3 MFR.: DAL- TILE TWO SERAPES KITCHEN AND SERVICE AREAS MFR.: US COLOR: #K166 LIGHT GREY COLOR: NEW RASPBERRY #2 COLOR: #US-358, RED BOTTOM CHANNEL SIZE; 4 1/4 X 4 1/14 KITCHEN US NOTE. FIELD TILE TWO FLOWER BASKETS: SPECIAL COLOR: 4US-4.9, TURQUOISE MFR.: MARLITE TL-4 MFR.: LATCO TILE MENU BOARD STRIPES: 1#724 TEAL, 1#1273 PLUM TYPE: FRP PANELS 0 COLOR: INA-17 MAUVE COLOR. #P-145 CHAIR SIZE: 2 1/8 X 2 1/8 P.O.P. BOX: PAINT HIGH GLOSS TEAL . NOTE: TOP, ONE PIECE STRIPE FAN BACK EXTRUDED ALUMINUM STRUCTURE FRAME UUHT GRAY PP � SOFFIT STEP-UP: #LP-4 SILICONE AT THE UPPER EDGE OF THE SERVICE AREA FIBERGLASS SEAT V TL-5 MFR.: LATCO TILE LOWER STEP. COLOR: RAL #5021 -0 MATCH WL.-6 (RED) COLOR: #FSA-61 PURPLE TL-3 MFR.; DAL TILE LLL/ W SIZE: 2 1/8 X 2 1/8 COLOR: #K-166, LIGHT GRAY �.. NOTE: MIDDL.'., ONE PIECE STRIPE SIZE. 4 1/4' X 4 1/4- ARTIFACTS �r NOTE: FIELD TILE AT KITCHEN SERVICE WALL TL-7 MFR.: LATCO TILE RAMED ARTWORK COLOR: JNA-6 TEAL TL-4 Sir R.: LATCO TILE NOTES: 1. EL PASEO, TRIPTYCH ui SIZE: 2 1/8 x 2 1/8 COLOR: JNA-61 PURPLE 2. 1 - #201-954 "L" EL PASEO,18 X 24 NOTE: BOTTOM, ONE PIECE STRIPE SIZE: 21/8" x 21/8" 3. 1 -- #201-954 "R" EL PASEO 18 X 24 a. NOTE: TOP, ONE PIECE TILE STRIPE AT KITCHEN SERV. WALL 4. 1 - #201-954 "C" EL PASEO 24 x 32 ♦/1 5. USE 1/2" MATS v' SERVICE COUNTER DIE TL-5 MFR.: LATCO TILE I - TEAL COLOR: #fSA-18 CORAL 1 - PURPLE TL-8 MFR.: LATCO TILE SIZE: 2 1/8. X 2 1/8' 6. FRAME - RED RADIUS ME fAL FRAME COLOR: 4NFG-70 NOTE: ONE PIECE TILE STRIPE AT KIT. F. ;zV. WALL 7. FOR M90H BUILDING ADD ADDITIONAL ARTWORK SIZE: 2 1/8 X 2 1/8 (1)0201-683 LATIGO RAIN 18 X 22. NOTE: 1, FIELD TILE TL-6 MFR.: LATCO TILE i WO SERAPES TL- MFR.: LATCO TILE SIZE 21E0COLOR: RED/8- X 21/8" RfVI oNS LARGE MEDALLION CUSTOM MOUNT NOTE: ONE PIECE TILE STRIPE AT KIT, SERV. WALL FLOWER BASKETS. SPECIAL COLOR & SIZE NA-61 AG - 2 1/8 X 2 1/8 TL-7 MFR.: LATCO TILE NB-5 AG - 2 1/8 X 2 1/8 COLOR: #NA-45 TEAL FSN- 59 - 2 1/8 X 1/2 SIZE: 2 1/8 X 2 1/8` MENU BOARD STRIPES - 1-TURQUOISE, 1-CORAL - - - FSA-59 - 2 1/8 X 2 1/8 NOTE: BOTTOM, ONE PIECE TILE ST.�IPE AT KIT. SERV. WALL NOTE: REFER TO MANUFACTERER FOR TILE PATTFRN, TILE TO ARRIVE AT SITE P.O.P. BOX PAINT HIGH GLOSS RED OR HIGH GLOSS TURQUOISE WITH PATTERN LAYOUT ATTACHEC. -- -- SERVICE COUNTER DIE TL-- MFR.; LATCO TILE SOFFIT STEP-UP: #LP-4, SILICONE AT THE UPPER EDGE OF THE - SMALL MEDALLION CUSTOM MOUNT LOWER STEP. -- - COLOR & SIXE TL-8 MFR,.: LATCO TILE FSA-•61 - 21/8 X 1 2 COLOR: #NFG-70 FSB--S - 2 x 1 2 SIZE: 21/8 X 21/8 -- FSA-59 -- 2 1/8 X 1/2 FSN-70 - 2 1/8 X 2 1/8 TL- MFR.: LATLO TILE - - NOTE: REFER TO MANUFACTERER FOR TILE PATTER. TILE TO ARRIVE AT SITE LARGE MEDALLION CUSTOM MOUNT - WTH PATTERN ATTACHED. COLOR & SIZE: NB-4 AG - 2 1/8 X 2 1/8 X 2 7/8 - ----- DOOR AND MOLDING PAINT NA-61 AG - 2 1/8 X 2 1/8 X 2 7/8 WL-3 MFR.: BENJAMIN MORE FSA-18 - 2 1/8 X 1/2 FSN-7a - 2 1 e z 1/2 COLOR: #11,156 MEDIUM GREY NA-45 - 2 i/8 X 2 1/8 TYPE: LATEX ENAMEL - SATIN FINISH NOTE: REFER TO MANUFACTERER FOR TILE PATTERN . TILE 10 SEATING PACKAGE: ARRIVE AT SITE WITH PATTERN LAYOUT ATTACHED. I _ SERVICE COUNTER TOP FINISHES TI-- MFR,: LATCO TILE SMALL MEDALLION CUSTOM MOUNT U LP-1 MFR.: NEVAMAR COLOR & SIZE --�- MAT., FORM GRADE FSB-4 - 2 1/8 '( 1/2 DRAWN 8" DRAWN COLOR: #MR-6-5T, WINTER GRAY MATRIX FSA-61 - 2 1/8 X 1/2 CHECKED !RY CHECKED NOTE: UPGRADE MATERIAL TO BE NEVAMAR FSA-18 - 2 1/8 X 1/2 FOUNTAINHEAD FM-6-2, GRAY MIST MATRIX FSN-70 •- 21 B X 1/2 NA-45 - 2 IX X 2 1/8 WINDOW SILL NOTE: REFER TO MANUFACTERER FOR TILE DATTERN TILE TO ARRIVE AT SITE WITH MFR.: NE VAN AR PATTERN LAYOUT ATTACHED. MAT.: FOUNTAINHEAD FRAME COLOR: 4FM-6-2 DOOR AND MOLDING PAINT 1 PLANTER WALLS WL-3 MFR.; BEN;AKIN MOORE Joe NC-MBER CAP; PAINT #WL-6 (TEAL) COL-Un. !133-1473 MEDIUM GREY PLANTER BOX: PAINT #WL-4 (PLUM) ROD: PAINT #NQ--5 (PURPLE) WALL BODY: #LP-1 pROTOTYPI ISSUE DATE ACCENT STRIPES: #LP-3 2�) #LP-4 1 03"-4-9:3 OLP-5 21 NOTE: SEE PLANS FOR STRIPE HEIGHTS AND LAYOUT. SHEET WIMBER PACIFIC HWY., 11635 ID2 BLIP 94.0165 ,. 41 OF 56 4 tri-..rm^...a�se��,.:-.nc.-:.�,.A..:_:•51tl.�+.!�'�'s.�.:wl-:.., _ ..:v,:_...,..,,.,.,,,._,.r„ ._. ... - TF THIS DOCUMENT IS LESS l T T1r -TIT P 11T TP il,71T 1� ' lglT T1 1" } 1 4 6 fi� 1 g j � y i � 11, j 1 i AUGUST 30 1995 LEGIBLE THAN THIS NOTA'T'ION, - _�_ �� _- - � -�� -- ... ' IT IS DUE TO THE QUALITY OE' N0.36 Rr-r�'s MOW '1711E ORIGINAL DOCUMENT. -- - -- -- -- --- -- -- - - - - � 1 I IIIII�I�II ILII` o�I s� � f � I � .I T� lllillilll1111��1��►1�� I��. �!I I Illll �lll�lll�l IIII�IIII IIli�lll, IIlI�Illl Illi III llllllllll�lllll III�IIIIIIIII�IIillllll�lll�lllllllllllll�l �Il1ll11111111�1111�Illlll��lllllL. ILII. � l I! III I I , SIGN AND ROUGH-IN CAWS FOR EACH SIGN WILL BE FURNISHED DIRECTLY TO THE 18 14 15 18 15 13 `tib ��' - - CONTRACTOR AND ARE TO BE INSTALLED _ _ � PRIOR in INSTALLAnoN of snJcxo. -_-._,- C_ J k� O GENERAL CONTRACTOR TO PROJECT STUCCO ....... _ 7/8" FROM FACE OF PREFAB TOMER (TYP.) 151A_,_ DOUBLE ROMAN CONCRETE � 18 � - ROOF TILE \ ID1 � b 7 15 14 - 37 14 _ 37.9v° 36 86 - 37 14 37 14 37 14 18 2X8 TRIM -- R-3'-0' - - \, 4-71 yy Iff III if DINING AREA � 0 0 100010 - J -- GLASS PER DIAGRAM IN O ALUMINUM FRAME (TVP.) El 7 4'-4r 1 _. - Ll 10 - _ i74-Or R-1 -7' I 01 / 6" TOP OF SLAB 2 Ell 24 i 04 24 Toni -- - - Lj mj A— scAl 1/4•=1 - • ti —0 PARTIAL FLOOR PLAN A FRONT ELEUATION SCALE 1;4 =1 -•0 D UNE OF ROOF — I I I I I I I I 2 �_� I l I i l i 2 —�, - - - - - -- - - — — = - - - - - - - - - - - - - — — — — — I II I I it i 1 1 I - - - - - - - - -- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - I i t I 2 UMTA fl R•7-6• I L_ _ J I I I I I I I I � � _ _ _ _ _ _ _ _ - - -- - - - - - - - - - - - - -- -T� E-- EXSIT'G --� -- -IT - - - - - - - -- - - - - - - - I —fir r -11 i bo I 0 - - - - - - - - - - - - - -� I I - - - - - - - - I I - - - - - - - 2 W `1 I I I I R o I- - - - - - - - - -j I I I mL— - - - - - - - - - -U `� '40 1 o — 2 b < CN R=14'-0" 60 i 0 1 lj 11'-8' 2'-0" 8'-8' 2'-0" 4'-6' 3'-0' 1" SAFETY GLASS FOR 36'-0' 0 EXPANSION JOINT•_ �� 7/8' PROJECTED DOOR AND SIDE UTES -- - - _ STUCCO SILL NOTE: � EXPANSION JOINTS TO BE CONTINUOUS I ON WALL AND SOFFIT (TYPICAL) PARTIAL FOUNDATION PLAN SCALE 1/4N=1'-o' B RIGHT ELEVATION SCALE 1/42=1'-0' E I 5 1/8'Xi8r GL LIF BM. I I 1' 9• __ — - II I I TOP EL 10'-4 1 I 3/4' CDX (32/16) PLYWO C'' T-1 W/10d 0 6. O.C. BOUNDARY k EDGES. 10d 0 12' O.C. - 2-2X6 OF #2 BLOCKING FIFLD. BLOCK ALL EDGES. � — v� _T-1 W/U26-2 HANGERS TYP. cut - - -- - - _ - - - - - o X8 TRIM -- 7-2 M / __ _ - ---- -- - LO) L�T� — N - --- _ -- -3 - - -- 10 x x5/1 T.S. a DRAIN BY- SEE D TAIL /Al2CHELI(ED BY: nn 10M In &A6 POST W 3 BUlDI11C TYi'f i„ — -- - ECC 5 1/4-6 COL. CAP 4 N -�� SEE UET N/Al2 — w M 7 0 H • � _ I I A FRAME 3X6 POST W ECC 5 1/4-6 COL. CAP '- SEE DET ti/Al2 L _ _ e L _ J — O6B PASS--THRU WNDOM UNIT R-9'-8' 5'_0• PROTO11Pf 11f DATE EXFANSION JOINT (TYP.) FURNISHED BY TACO BEU. - -- --�+ ` SEE SHEET A-3 FOR 1 -y f'-4' 2-d` 2'-8" 9 • 2_-9' 24'-0'_ 2'-8' 2'-0' 1'-4' 1'�-2• 7/8" STUCCO ON 2X6 ' �LED EXPANSION JOINT 4 ^ `t INSTALBY GEN. CONTR. WINDOW SCHEDULE STUDS AND 1/2' EXT C_1 -- -- 9 PLY10., SELF FURRING LATH, AND 1:4 FELT SHEET' fR (( � U / PARTIAL ROOF FRAMING PLAN SCALE 114"=V-0" (, LEFT ELEVATION SCALE 1,/4'=1'-0N F ,i PACIFIC HWY., 11635 BLIP 94-0165 42 OF 56 IF THIS DOCUMENT .IS LESS J�1�rl� T� T �j� f l� I 1� 11 1J1 T71 TT 1�T�T ` v LEGIBLE THAN THIS NOTATION, I -- II fiT � T ' I�' �J _� �� g 10 I 11 12 ' AUGUST 3Q 1995 1 ., -- __ _ T 1 I'}' I5 DUE TO 1}iE QUALITY OF T _ No.3e THE O}TIC,INAL DOCUMENT. E 6�Z 8Z LIZ 9Z Z .- Z -£ --_ Z tZ Z 6i 18" �GTG 9 9 IIIIIIII�IIIIII�,. II i Iil►��Ill IIII III�IIIII N �lll�ll�ll111111ll1.1 ��llll Ill�ll r 7/8" STUCCO OVER 3.4 SEf FURRING METAL LATH, 2 LAYERS 60 MINUTE GRADE D PAPER k 3/8' EXT. GRE). COX PLYWD. NOTE; APPLY 30f FELT UVER TOP OF 2'-0" ARCH UNDER 2 LAYERS OF PAPER. - -- ROOF DRAIN 2 TOP OF ARCH & TOP OF FRAMING — -- WADE /3203 CAST IRON BODY, EL 16'-10 1/2 DOME STRAINER,FLASHING RING, DECK CLAMP.BOTTOM OUTLET, 8 1/1' SQUARE FLANGE. 3/4' PLAT. CUT-----' j TO RADIUS 5'-0' FIELD FRAMED ARCH TOWER ----�+ j SINGLE PLY ROOFING ALTERNATE PRE-FAB ARCH TOMER PANELS PER SHT. 05 SUPPLIED AND INSTALLED BY G.C. t 12 CONNECT TO 35 0.25 S.D, SEE SHT.PI l 9M A-35 � " -- 3/4' PLYWOOD 1 X N i -R-19 Fal FACS) Irrnx.ATwn (rrP.) SIMPSON 8168 1/2" EXT. GR. PLYMO. FIELD NAIL 6X8 BEAM- TO TRUSS W/ 10d 0 6' O.C.(BLOCKED) SIMPSON U26 1 EA. TRUSS 1 TRUSS BRG. HEIGHT � _ •. TRUSS BRG. HEIGHT EL. 10'-4 1/20 i EIV-4 1/, f1 I CONT. 2X4 = -= a' i -_ - - _ TOP OF CLG, 80T. OF CLG. 6X8 BEAM RE. 9'-6" EL 6' ARCH - I j • • 2X8 BLKG. BETMEEN TRUSSES 6X8 BEAN w/ 2 16a •6' O.C. I 3/4' EXT. GRD. PLYWD.----- CUT LYWD.•-CUT TO RADIUS 1 ~� 7/8" STUCCO OVER 3.4 SELF FURRING 0 LLJ METAL LATH, 2 LAYERS 60 MINUTE GRADE �_ ► r D PAPER & 3/8' EXT. GRD. COX PLY*. ! (� } I NOTE: APPLY 30/ FELT OVER TOP OF ARCH UNDER 2 LAYERS OF PAPER. I iZZi ( � 1 I I L — _ ,..,. _ — - 20 • 24" O.C. FLAYCEILING L __ ,,,_ _ ^ FOR WDTH OF TOMER i 7/8" STUCCO OVER 3.4 SELF FURRING W I I ( } METAL LATH, 2 LAYERS 50 MINUTE GRADE I I f 1 f D PAPER & 3/8" EXT. GRD. CDX PLYWC. nn I I I I NOTE: APPLY 30/ FELT OVER TOP OF l_1_ I I I I ARCH UNDER 2 LAYERS OF PAPER. I I I ( I 1' SAFETY GLASS DOOR I f I ! + W/ MET. FRAME j s s I I I I + I l + 1 I I I I 7/8" STUCCO OVER 3.4 SELF FURRING L--�- -••- I METAL LATH, 2 LAY:RS 80 MINUTE GRADE - "`- __ '• I I 6' BATT D PAPER do 3/8" EXT. GRD. COX PLYWD. � I INSUL (TYP.) I ( NOTE: APPLY 30f FELT OVER TOP OF I ( ( ARCH UNDER 2 LAYERS OF PAPER. TOP OF SLAB - T_..- C' OF SLABa�rt �.+R+rrrw�rw�e�aa�ra6: errs �V -__-_. ' . - . • ._............ EL 0,-0" I i I I EL 0'-0' r o Z1 ,• o . Q BRAIN% BY: CH+EOU BY: Buum Tr4f NA FRAME Xp 1 PR010TYPE ISSUE DATE 6 - 4-93 ,#W SECTION XX SCALE- 3/4"=i 4 Q SECTION Y Y_ TALE 3/4'=11_09 02B PACIFIC ANY.,11635 BLIP 94-0165 43 OF 56 IF THIS DOCUMENT IS LESS �I r I 1 � I 11 �1��TjTtT�I�11��T � yy T�(� 1 I AUG T � 1995 LEGIDLE THAN THIS NOTATION, 1 4 6 4 1� 11 �r�l r -� —_�— 1— I -- ------ - - IT IS DUE TO THE QUALITY OF Na.3n THE ORIGINAL DOCUMENT. E Z SZ LZ^ Z�� L IIIIIIIIIII111IIIII III � £ `` � Z`Io�Z li'Igi � LI l9i � SrT 11.-1I1-116TTuA�11W£ii�i�l�ZT L11T1 iIllll►I�lllTlfllIIllfff RIIIIIIIWj�jjlrlfll�l L tillIUll�lfll�lll �TJ,Iflul-lu�l9llll—uulll9lulilI ul ILl!l�llElilllI lllf ZIllf�l�llllTll�ll�,l��l•ll�l w �IIII II III ilifl III 111 I� II 7'-3 1/2" C � 0.26 r-===w- --� ~~--- ---_— N SIGN AND ROUGH-IN CMTS FOR EACH SIGH _-- \ NULL BE FURNISHED DIRECTLY TO THE N _ ,\\ j/ - `�' CONTRACTOR AND ARE TO BE INSTALLED r j I PRIOR TO INSTALLATION OF STUCCO. 1'-0 1/2" 6'-7" 6'-7" 1'-0 1/2* GENERAL CONTRACTOR TO PROJECT STUCCO 3--- 13'-3" 3/4' FROM FACE OF PREFAB TOWER (TYP.) DOUBLE ROMAN CONCRETE ----__� -- --- _- � — — - TRUSS T- 11 ELROOF TILEEVATION 5_0" 1'-4" M 2X8 TRIM -------_.-_ - - C Q Q (1 3MTZ~� f1 i VI ' Ex6 POST W i I 2'-6" 2 6" Li ECC66 POST/CAP-_\ i i 0 I I \ A2 SEE DETAIL Q/A-13 i I 1 _ ►n (2) 24 TRIMMER I _. f-i-- EA-END - ( GLASS PER DIAGRAM IN r--- - -- — - --- i 04 ALUMINUM FRAME (TYP.) u -- ------ 25 �1 r I R-1&-01 6x6 D.F. CV 1 2 �1 Rw -0" �o --- -- I 1 (2) 2x6 TRIMMER I A,- ao -` TOP OF SLAB f �, • 31 -- +148 1'-0" I -dam kc INSIDE TOWER _- -T-11 I o oo I -- ' (2) 2x6 TRIMMER 25 ui a6-x6 D.F . � - , - ------- 0FRONT ESEVATION -0 _--_ rCALE: 1/aw r � rx I I a g o IJ N a � (2) 2x6 TRIMMER � I I ' v v 6x6 POS / �_ i : EA. END aECC ° 1 -6 COL i i L T- _ J CAP SEE . Q T v /A•-13 I i pe) I SOUD CONIC PIER UNDER ARCHES, FULL Q w►- DEPTH (TYP) ` I SQUARE PAD CENTERED ul w UNDER POST - SEE w - I SHEET A2 SCALE: 1/40 = 1'-0" SCALE: 1/4" = 1'-0" SCA'_E: 1/4* = 1'-0" Iff W — LLJ ELEC . P0CF PLAN E ROOF MAMING PLAN C FOUNDATION PLAN A EXPANSION JOINT U c') r � NOTE: LLJ r� -- — REAR DOOR & ELECTRICAL Box �--- > B a TO DECEIVE EXTERIOR FINISH 03B ~ N0. 1, F_ 0 LLjn LOADING RAMP ELECTRICAL SERVICE I I . -- =-- u REAR ELEVATION SCALE: 1/4* 1'-0" Kvm 4 0 0 I I K 4 A E A— C � 038 - - _ u N 2 - - - - - -- - - - - —'4- - - - -. _.. - -- Lfffoo �L 1 ORAIM BY: J1 czn CHEUCED BY: EXPANSION JOINT B4ADING T►FE --. 1 1 r n M 70H R-2'-O* FRAME bo 1 b JON NUkw L —_.. 7 EXPAN410N JOINT -- _ --le — R=i4'-0" 6• PROTOrtPF ISSUE DATE 6 - 4- 93 'b Rr9'-6' -`� � 7-6" ' f SHEET WUMKR SCA!-c-. 1/4" = 1'-0" SCALE: 1/4" - 1'--0" 7 F REFLECTED CEILING PLAN D FLOOR PLAN E RIGHT SIDS_: ELEVATION SCALE: 1/4' = 1'-0" w PACIFIC HWY., 11635 BUP 94-0165 44 OF 56 4 IF THIS DOCUME14T IS LESSIT'N T �' I I�T g1 I (� 1 T 11111 TP TTT I I r1 11 -1 r' I i 1995 n n c LEGIBLE THAN THIS NO'T'ATION, � � � 4�� I � ��6 � �� i � g � � , ' I 1Q �� 1 �� 1 7.7 J IT IS DUI; TO THE QUALITY OF - - -- _--- L_ F 1 AUGUST 3Q THE ORIGINAL DOCUMENT . IIIEIIIIII lI6�lZL1ll111B11 �ili' l III�II T -- llI 1111 ll.IU1 i 9 I No3e 9 G 9Z G6I G9� 66I1I £ 11IllIIII J111 IIII111LIlIII��IIIIRlllllIIIII ' 1111 III�111 �i f ---- _-.,`; 1 I1�lII l II III I I i l I� i� A I I I I I I 2" OVERFL.OW DRAIN-- 1 1 1 1'-4" ROOF DRAIN 2: ` _ _l-I AYERC /R" FX7, !Y?. PLY!! WADE W-3232-D-3 7'-31/2" ALT. JOSAM #24522 --- --- /' BENT TO RADIUS \� 10d O 6 O.C. do COUNTER-----., --3/4* EXT. GRADE PLYWD. \ I FLASHING �, i CUT TO RADIUS TOP OF FRAMIN(' _� Y EL 14'-0" — 3/4" PLYWOOD \ SINGLE-PLY ROOFING OVER 12 N 3/4" EXT. GR. PLYWOOD 0.25 �' I 2X BLOCKING 2X6 FRAMING SEE SECTION B/A-9 ROOF DECK , r EL 12'-8 1/2' -- - 3/4' PLYWOOD 10d O 6" O.C-- _ ''IMPSON A35 EA. STUD T. 2-2X4 � BL KIN(; 2" PIPE DOWN ARCH J R-19 FOIL FACED I I LEG AND TERMINATE Al 2, INSULATION (TYP.) 7/8" STUCCO OVER 3.4 SELF AT PLANTER / \., 2X SOLIBLOCKING FURRING METAL LATH, 2 LAYERS BLOCKING 60 MINUTE GRADE D PAPE. do ___________ 3/8" EXT. GRD. CDX PLYWD. - X4 LA VER1-.--- !-CONT. 2 X4 � r t r 1 TRUSS EACH S PER DET. BLOCKING 1 I l i t V/A13 SIMPSON A35 EA. STUD TRUSS BRG. HEIGHT I ! EL 10'-6 112' ! I11 I �I IIi 3/4" CDX PL YWD.. 2X8 BLKG . B r TyEEk W/ 10d O 6 O.0 EDGES TRUSSES W/ 16d O 6"- D.C. 6X10 HEADER 12" O.C. O FIELD TO TOP PLA S I 1 ' I IA3! I 3/4' EXT. GRADE PLYWD. 6X8 BEAN 1 SIMPSON I 1 1 1 CUT TO RADIUS BOTTOM OF SOFFIT I �: : I Al2 R-19 FOIL FACED (2) 2x6 CON . EL 9'-0" . • 1 1 I INSULATION �TYP.) TOP PLATES JA CEILING HEIGHT ! 1V EL 8'-6" 1 5 1/8- GLU—LAM BM - i - SEE SHEET A-5 I I FOR SIZE 6X6 HEADER I'I f i I I 1 — 7/8" STLCCO OVER 3.4 F.ELF -, �---� FURRING METAL LATH, 2 I_A r_RS I ( n 60 MINUTE GRAUE C PAPER & v J 3/8' EXT. GRD. COX PLYWD. 1 1 1 t I NU'E: APPLY 30# FELT OVER TOP I OF ARCH UNDER 2 LAYERS OF NOTE: FOR ADDITIONAL NOTES SEE Q t mI SECTION B/A-9 „ r-----------.------� I f PAPER. < Vr � ) LLJ 1 II ! I ! I I { I I I I I CD I I I t I f I I 1 I I I I li i ! 1 1 I I I I I I I I t l t If I 1 1 I I 1 1 I l i l I I I I t i I I I I I t I ! I { -�} TOP OF SLAB I 1 r ! 1 ! I Y EL. 0'-0' I ARCH FOOTING BEYOND -- o"MM BY; GIEOU NY: M 70 FRAME VNO fwJ11�11 MTOM 1!M DATE 6 4- 9 SHUT MJ%W SCALE 3 4'=1'-0" n 0 J W A L. L S E C TI O N B WALL S E S TI O N SCALE 3/4'=,'-o� A PACIFIC HWY., 11635 RUP 24-0165 45 OF 56 F IF THIS DOCUMENT IS LESS 11 i 1TTqT1 T � �1I ITT TpI 111 j I I c r *' LEG I E'LE THAN THIS NOTATION, I _ _ _�___ �^ ' g 4 9 " 10 11 l AUGUST' 30 1 � T .. DUE TO THE QUALITY Y OF No.36 THE ORIGINAL DOCUMENT. - _ -- --- - -- — - - -- -- _ -- 8ZI BZLZ8 "11111111111 ZI7, 8�t 8t t 4T fi i Ei Zli TT T 8 - G- 8 9 f. �Z�1: IIIIIIIIIIIIuIlliUllllllllllllllllll ` 111111 IIIII�I�I 1lilLilIi.,I lll IIIIIIIII11111I1111 IIIIIIIIIIIIIIIIIi� II �� II1111 lllllll 111111JllllllllI Ir'1�11 �llllllll U11 IIIIII�llll IIf Il 14'-9` 4'-4* 4'--4 3'-3' 2'-0' 11'-8* 6'- 5" j"00A '04 D 14*-9' 2'-0' 2 THO(ENFD WALL. PROVIDE 20 (LAID FLAT) 7' 6'-5' 2'-0' V-1- 40--4- 3'-3` 2'-0- .0- !!!I!!II! I!!I!iI1!-IrIII!tII1 - - II!-I!I - - - - - -- --. _«� ___ -__ro, -_- -_, - IIII - II!IIIIiI�I( !i!�!I 1 ;., - - - - - - - - - - - - - - -- - - - - - -- FURRING THIS SIDE ONLY TO RECESS ELEC. PANELS zz 4 I �1\ A8 - - - -- - - - - - - - - - - ,I 5* 7- F SIS C,1�4 n -I IL 91 1 r - -T- (& E��— I r- - - - - - - - -- -0. EMPLOYEE U5 OFF ICE PANTRY 1091 -T- 71 7 ,,4UNIT Of 2* X 24' RIGID 106 cDt p co I I (INSULATION UNDER SLAB (TYP-) F& ' 6- 4--8- 4'--10* 3 —bj I O ! ! ! 0— in WORK AREA FS c. .Lr) OD NOTE. -T in FLOOR TO BE PITDIED 1/2 FOR 4'-0* DIAMETER cl' A 00 ko ; o C-0. AT FLOOR DRAMS -�A COOLER/FRZR 1051 6X6 POST WITH SIMPSON PB 66 POST BASE II I L 4 NOTE: FOR ADDITIONAL NOTES SEE FLOOR PLAN, SHEET A-3 SCALE: 1/4* l'-O' FOUNDATION PLAN SCALE: 1/4" V-0" FLOOR PL-AN u Z < 0 TRUSS STORAGE AND INSTALLATION 1. TRUSSES ON SITE PRIOR TO INSTALLATION SHALL BE STORED IN A VERTICAL POSITICN NTH < SUPPORT FONTS PROVIDED AT FINAL BEMING POINTS AND BRACED TO AVOID TIPPING. 0 Lij 2. INSTALLATION OF ALL TRUSSES SHALL BE DONE USING A SPREADER BAR IAITH A THREE POINT VERTICAL PICK AND CARE IS To BE UqT IN OF W To MINNIZE, HORIZONTAL BENDING. CL I IMPROPER HANDUNG OF THE TRUSSES AS NOTED ABOVE AM IN THE SPECIFICATIONS SHALL L MEAN AN EMOVAL OF THE TRUSSES FROM THE JOB SITE. -TRF-F7- 3-2X6 W/ 1'-2* V-2- 2-1/2' PLrwD. FILLER P ------ A A� 41A� SK 2-2x6 POST W/ BC46 POST CAP It _ _ / _-- -- - NUA-I C :1 E: , \ �- -- - 2000 Z. f 120# o _ / FIELD FRAME Al jp (TYP ALL 4 CORNERS) La - - - - - - SHEET METAL io'- 1'-0, C14 ------------ A X LATE' BRACING IAD < FLAT ON rOP'OF B.C./* w%w By CINIECKED 9Y: SIM. ^p MADW rYK L/ c Q �' I I I 11'-8" I 1', 13- EF-1 M 70H 2200 400 . j FRAME .1 V CN '1111, JOB NUMBER 2-20 DF #2 EKING I i W/U24-2 0 ALL DUCT OPENINGS) ISSUE OAT NOTE. FOR ADDITIONAL NOTES SEE 6 -- 4- 93 RW FRAMING M-,*, SHEET A-5 9HEr WIMBER 04 SCALL: 1/4" V-0" F R A M I N C PLAN SCALE: 1/4' 1'-0" ROOF PLAN PACIFIC HWY., 11635 SUP 94-0165 46 GF 56 • JTJI IF THIS DOCUMENT IS LESS fpjljT��j7TTIjl.j1Ij1IjI1jIj PT�rTpmT -TjljIJlil fil�llllillllll[li7lTlT7-T�ITITTqqllI PTIL 1995 4 61 AUGUST 30 ' • LEGIBLE THAN THIS NOTATION, 17—111—p ml �-- ---- 11' IS DUE TO TIIE QUALITY OF No 36 i `l `E �6Z BZ LTZ III I -II�IIIII II IIIIII III''IIII�-lll�ll I Illliilllllllllidlllllllllllllll-lll-lillllll-ll-ll�l IIIIIIIIIIIIT I9l � � ZT .T�T�-11I 1lllo�Wi W1llli1ll6�1 lillT L 9 9 Lin THE ORIGINAL DOCUMI-INT. -- I--- --ft-1 Ts, 97 z 61 1 9 J, 111111 Illlllllllll�II.IIIlllllll I III Ill I [I 1 11 Ifli dull11 3C G.C. TO CUT TO SIZE & INSTALL MLI- PLATES SUPPLIED n STRAP TO EACH SIDE PANEL W/(1) SIMPSON TS-18 (SUPPLIED ---- C9G.C. G.C. ONTO FOUNDATION W/(2) 1/2"x10' LONG A.B �� BY MFR..) NAIL SPLICE JOINTS W/8d 0 6" U.C. FOR DRIVE THRU O EA. PLATE BOTTOM SILL PLATE 1S 4 3/8' WIDE TOWER, REAR PANEL IS SUPPORTED ON TRUSS TAILS AND 2x8 TREATED LMBR TOP PLATE IS 2x4 SPF. ANCHORED WITH SIMPSON TS-18 TO CONVENIENT TRUSSS TAILS - BUILDINC LINE G.C. TO CUT TO SIZE & INSTALL WALL ANCHOR PLATES O FASTEN TO (G.C. PROVIDED)SOFFIT FRAMING W/LAG BOLTS AND IF QQRR - ONTO BUILDING DIRECTLY ONTO EXTERIOR PLYWOOD W/ WASHERS d 16' O.C. (SUPPLIED BY MFR). -- C!?NST SAFE �� ON I 10d O 4" C.C. VERT. G.C. TO PROVIDE 2X VERT STUDS IN 8d NAILS • 6" O.C. WALL FOR BLOCK% (WALL PLATES NOT REQUIRED ON DRIVE �J LAG BOLTS & WASHERS (BY MFR.) O 12" O.C. INTO VERTICAL ADHESIVE BOTH _- THRU TOWER (✓ 2x8'S (BY CC.) AND DIRECT TO EXT. PLYWOOD AT DRIVE THRU. SIDE - TYf'. -- 3/8' MSN. FROM EACH. tOd NAILS • 6" O.0 1x4 TOP PLATE --------�` PANEL SKIN EDGE, GPI FOAM SAFE 3 G.C. TO ERECT PREFAB SIDE PANELS AND SNORTER FACE 9 G.C. TO PROVIDE 2 LAYERS 1/4" PLYWOOD FOR TOP OF ARCH _ Bdd NAOTH ILSES O 6" O.C. --8d NAILS O 6" O.C. BOTH SIDES - TYP. CONSTRUCTION P T WALL & SILL PLATE TRACK O RADIUS. BEND PLYWOOD TO MATCH RADIUS. NAIL INTO BLOCKING BOTH SIDES - TYP. ADHESIDE (NOTE \ ?,/B" MIN �:- E LOCATIONS' \ PANELS AS INDICATED ONTO W L 4- 3/8"xt 1/2' P.T. ---� - _ PREVIOUSLY INSTALLED. FASTEN T'0 PLATES W/ 8d O 6- W/8d O 4. O.C. ON ARCH PA14EL EDGES. BoTfOM PLAN O.C. BOTH SIDES TOP OF PANELS ARE 1� -4 1 2" A.F.F FOAM SAFE CONST,2UCTInN -�- LAG BOLT & WASHE " / " U ADHESIVE BOTH SIDES - TYP. /�- O 12 O.C. O FRONT ARCH. AND 10'-10 A.F.F. O SIDE ENTRANCE ARCH. 1p G.C. TO PROVIDE 3/4" x 6 iCH DENSITY FOAM CUT TO RADIUS I NOTE DRIVE THRU SIDE ARCH HAS NO SINE PANELS. TRUSS O OF ARCH. SEE EXTERIOR ELEVATIONS. PRE-CUT TRIM IS ----- L - - —10d NAILS O 4' O.C. FOAM-SAFE CONSTRUCTION TAILS SHOULD NOT BE CUT AT DRIVE THRU OR RIGHT ENTRY. AVAILABLE. ORDER SHOULD BE PLACED WITH PRE-FAB ARCHES. 1/2." ANCHOR BOLT -- — - �- BACK ARCH RESTS ON TRUSS TAILS. TYPICAL BOTH SIDES - FOAM-SAFE TYPICAL 3 rr 11 APPLY CONSTRUCTION +OHESIVE TO ALL CONNECTIONS DURING O G.C. TO PROVIDE (4)2x8x12' � INSIDE OF EACH SIDE PANEL �1 ASSEMBL 1'. ADHESI U (NO NAIL TO SIDE PANELS WITH 10d O 6' O.C. NOTE: ALSO REFER TO DETAIL SECTION: �r 6 TOC TI (NOTE 6 I OC ATIONS) E-A10 FOR FRONT ENTRANCE ARCH SECTION APPLY 2 LAYERS 15# ASPHALT IMPREGNATED BUILDING PAPER B-M9 FOR SIDE ENTRANCE ARCH SECTION TO ALL TOWER SURFACES, !INCLUDING THE BUILT-OUT SHADOW C-A9 FOR DRIVE HRU ARCH SECTION POLE BARN NAIL TRIM, PRIOR TO THE INSTALLATION OF METAL LATH. THEY ALSO AVAIL ABLE ARE THESI- PRE-FAB COMPONETS: SHALL BE INSTALLED IN SUCH A MANNER AS TO INSURE ALL TRIM - --`f 8d NAIL O 6' O.0 BOTH SIDES WOOD SURFACES ARE PROTECTED FROM ANY MOISTURE FROM 1. ARCHED PRE-cur ROTRIM FOR HESE ARCHES THE APPPLICATSON OF ThE WET STUCCO. 2. ARCHED FRONT MVDOW PANELS NT 3. ARCH AND Ler PANELS FOR CANOPY DRIVE THRU CONNECTION OF SILL PLATES CONNECTION OF WALL ANCHOR SPLICE OF FACE PANEL CONNECTION OF FACE PANEL CONTACT YOUR PFS PRESENTATIVE AT 1-714-727-4500 FOP FURTHER TO CONCRETE SLAB PLATES TO WALL. & SIDE PANEL TO ARCH PANEL_ TO CIDE PANEL ® CORNER INFORMATION OR PREFERRED BUILDING COIjPONETS AT 1-51'-385-2599 INSTALLATION NOTL_ S SER 11CAL_ SECTION H ORI ZON TAL SECTION VER TI C A ! _ SECTION HORIZONTAL SECTION omi LjMJ ccw BENT PLYWOOD INSTALL VENT 910 - o RADIUS SPSOWN Fl BENT PLYWOOD e ARCH TOP o , ARCH PANELS -� w ONLY ON �YIEW W » in ---- -- I in �" RADIUS SPECS FOR N L4 f 7 I - _-- ---- --_-- 1 ARCH N SHOWN � ^ �r >7 1 I ^ o __ _ 2`ONLY ON THIS VIEW ( �W / FOAM RECESSED 1 1/2- FCR-_2x4 F.ND SP NE "— - 6--- - --- - -------- ---- FOAM RECESSED 1 1/2- FOR � 2x4 END SPLINE I II II -BENT PLYWOOD I I I 6 I II II INSTALL TRiM WITH - I I ,► I ADHESIVE dt SCr^,AWS TYP. FC j INSTALL TRIM WITH BENT P_YWOOD ADr'ESIVE & SCREWS TYP Lij 4" x 4" :v r o - Q LC / RC- r --FACE PANELS HOLE--)C3 O �f I F3 b �+ 1 n + ,,, � i 4 x 4" N I Il 1 1 3 3 HOLE-r0FA- i 0 �_ \ Ll..) LB/RB " — C) --- � SIDE PANELS a 1/2' i _ \ S �r HOLE_ I . I L i I 6 1 f2'FOAM RECESSE -� I ARCHTOP I I I I °1 LA/RA it 1 U 1 1 3/4" EACH H N I 10 f I PANEL FOR i i � 1 { I 1 I I 2x4 SPLINE I ., �1 I I I LF/RF F io w __jFEI 1 I I I f 1 i i 1 I I I I LE/RE M c a�� 1 LL 1 i L1 CC 02 { FOAM RECESSED I N VJ R1 I 3/4" EA. PANEL FID I r I I I FOR 2x4 SPLINE 1L i o �1 1 1 (2) LD / RD i r I I 2'-0• +'-a• a'-+' 2'-0' FOAM RECESSED 1 1 2" IMldlr a / FOAM RECESSED 1 1 2' �2' e' s'-o' / / LEFT � �; FOR 2x4 END SPLINE LEFT FOR 2x4 END SPLICE SIDE 1 r-e• SIDE - VIEW VIEW 3 FRONT & REAR ARCH FACE PANELS_ LFFT 8t RIGHT ARCH FACE PANELS - FOAM RECESSED 1 1/2 ' TYPE-----� ____�� ALL 4 SIDES OF PANELS FOAM RECESSED 1 1/2- TYP �J ALL 4 SIDES OF PANELS Ai IN I I I I I I I I I I I I 1 I I I I I I I I i I 1 1 1 I I I I I i I I i i 11 I I I I I I eon+ I I t N -- 2 1'-7 S/�•�,/ �� ' irz PLATES z iI FRONT r REAR roMFts C IIN I �I I �i ♦i ' 0TH RIGHT ! LEFT PANELS 2-6 N N N FOR rRCNT, I i r i I I I REAR t RIGHT TOWERS -- ---_ AMM RY CNEO(ED BY: I I 1 I 11 -A L Ilk-� / I I I I I_ �. - - - -- M 0H /5, _..� I j �.- -i t--1'-7 she• —••� �-- r s/e• i Imo" 1'-7 a/Ir FRAME 1 REQ'd 2 REQ'd 1 REQ'd 1 REQ'd 2 REQ'd 1 REQ'd im WrAm FRONT & REAR ARCH LEG PANELS RIGHT ARCH (ONLY) LEG PANELS PR0I0I PE MIX DATE 6 - 4-93 NUI/lElt MODULAR PRE FABRICATED To� WER MODULAf- PRE -- F- ABRICTED TOWER MODULAR PRE — FABRICATED TOWER � d PACIFIC HWY.,11635 G BLIP 94-0165 47 OF 56 -111jI11 7 � _.--_—-T__ --1�-------._-- 4 ,� TTT� I1—_— 1779 'T .- 1( 0�j 1jr 7 T TM1T7 � THIS DOCUMENT IS LESS 6 I P 1995 LEGIBLE THAN THIS NOTATION, 8 GU� C ' � I'1' IS DUE; TO THE QUALITY OF' No.36 •' -" THE ORIGINAI,• DOCUMENT. i�ii�E-Ii�Z- � ' 11 � -1I11111 I1Illl '111111i ll1-l11lZ lll--£�l1-1-1�i1-Z-l �-Z-� I i �I 6 11 lll £illl111i11'-Ii-WllI l,lll.TiI6-l.l-lilI- -- L 9 j9- -t-�ll,llll11-�1-I 1-11�� I►II-I�- I!I� iIll3lluldnll111111I81I�IIIll 1 - "44 - __ __ _ _ _ ____ - . ________ __ _ - - �� - - DIMSIOn I -- GFNFRki RLAAREMENTS 00100.13 ALTERNATES' 01000.20 PERMITS, BONDS, LICENSES: B. If Ow receiver "notice of clary,' to be filed or if a claim is filed as a result of 02200.31 EXCAVATION: Cwtroctor's non- payment, Owner posaeesea the right under the Construction Contract Section ,;;,'o Supplementoyy General Conditions A Specific manufucturara for various Contractor furnished i+.ems ore note i ah the A Trice out and pay for ON permits, Iwnds, licanni and simla items. Should to either settle the claim and deduct some fror,+ the Contract sum or to require the A Excavation nekudes removal of pavement and other o bstructuons visible on ground Drowngs If approved alternate manufacture's products are furnished, note this separate Contracts be awarded, each Controctor is responsible for permits, foes, Contractor to bond over such small cloirrns, ndw,�ng any associated expenses is surface, underground structures and utilities indicated to be demolished and information w the Proposal. Additionally, provide proposed substitutions of bonds, licenses, and simlar items as may be required by wale covered under his/her defined n the Construction :antroet and to promptiy defend to conousni Owner and removed. DIMSIO►, 2 _. SITE WWI( non-approved manufacturers in compliance with the respective section of the gunerai portion of the Contract Turn over receipts for some to the Owner upon completion Owner's interest ayonat staid claim of douns conditions At the Owner's election, the Owner may obtain any of tt,e Permits. B. Under footings, fill excessive excavation by "tending ridiculed bottom elevation - Section 02110 Site Clawing conditions Completion of Work on the Moject requires the submission by the Controctur of without altering requred top elevation. - Section 02200 Earth*** 00100.20 Nona TO PROCEED AND PRE-CONSTRUCTION M-T?iNG 01000.21 PkOIEC_iION: certain documentation in order for the Final Retention Draw to be paid to the - Section 02281 Termite Control Contractor. The submission of these documents is defined in the Construction C. If unsuitable bsarng materials are encountered at required silogrode oewtiahs, - Sec tion 02513 Aspnolt Concrete Work A. No work -Al be started without a pre-construction meeting attended Dy the A. Barricade and/or shelter hie work as to reasonably protect It from damage. Arrange Contract and is inclusive of the following items: Reiccird Drawings and contact the Architect for direction - Swtu,n 02514 Asphalt Concrete Paving Conticraor, or hl-/her representative, and the receipt by the Contractor of a formal all barricoderr so as to insure a reasonable visual and physical warning fa workmen Specifications including microfiche copies: lien Waivers from Con or and - Secticn 02515 Ex crux Portland Cement Cor.:,ete 'Noti;e to Proc .d" from Taco Bell Corporate. and the public. Proved flashing type tinkers around open trenches Subcontractors and Material men; List of all Subcontractors and Material men: D. Stupe sides of excavations to comply with local codes or sh:vc ,-,d brace where - Sectio, 02831 Chan Link Fencing and Gotet Contractor's Guarantee and Completion Aft idavit; Find Signed Punch List; any Work sloping is no possible 00100.21 RECORD DRAWINGS 6 The Controctor(o) is held responsible far any damage to his/her work as may be clue Orders and Associated C.entroct Change Orders; Certificate of occupancy and any to negligence of the obove.., or as moy be caused by accident, wind, ran snow, related public ogancy� - tifitwtion of project completion; Co" of project E. Do not allow water to accumulate n excavations to prevent softening of foundation DIMSION 3 - CONCRETE A. Prior to release of the final retention, furnish Taco Bell a complete set of freezing, root, tnulaous mischief or labor commotion, theft, or swnlor reasons, if Inspection Reports; Permitted Set of Oraw ion; sip ep ings and Specification; AN warranties; ON bottoms. drawings red-lined with all deviations mode during construction plus the permit set due to his/4ner acts, omisafone or negligence. If such damage uecurs, restore the certifications noted in the drawings including clvil drawings, the bid documents and - Section 03010 Concrete Wok of diawings and specifications maintained at the site work to its previous conclit,cxn at no Dost to the Owner. Construction Controet; and any roqured test and/a engneerng reports. F Conform to elevations and dimionsims shown within a tderonce of plus or minus 010'. B. Provide Taco Bell with one (1) 4X6 jacket original and two (2) microfiche duplicates C. Protect all odjmng property from damage dulling the course of the weak. If 01000.32 MAINTENANCE AND CLEANING: G. In excovatng for footings and foundatiorss, excavate by hand to find grade lust DINSION 4 -- MASONRY of the 'Record iJrawng set of draoings and specifications prior to the release of required b local laws or ordinances, issue notices to Owner of sold property No before concrete reinforcement is placed. the foal retention payment. use of adldcent privately owned property by a Contractor without written permission A. Throughout the period of construction, be rapL�nsibie for satisfactorily maintaining - Section 04200 Unit Masonry by its Owner Ki allowed. the pronisa in a neat and dean eonellion. This means removal of dl refuse and H. Cut surface under pavements to conply with crow-sections, elevations and grades co dab-is from the premises. shown. D. Contractor is responsible for any damage or lose to Owner's buildingpackage or NV1SNON 5 METAS D1VIISION 1 - GENERAL. R1(AiRFMENTS equipment in said Contractor's possession. At Owner's election, the cost of raper B. Store all equipment and materids in a neat manner and protect them torr cry damage J. Protect excavation bottoms against ir+ezng when an atmospheric temperature is lase or roplocernmit of anmissing itenns will be bane b add Castrate from the elements. Maintain building n a generplly dean condition during the than 35 degrees F. - Secti,xi 05010 Structural Steel SECTION 01000 - SUPPLEME:NTAR)' GENERAL CONDITIOMS y g y period of construction, and upon kind completion provide o professional aerv4ce3 -- Se.:tion 05501. Metal Fabrications 01000.1 GENERAL 01000.22 INSURANCE to thoroughly dean al glass, floors furniture and equipment. 02200.32 COMPACTION 01000.33 GUARANTEE Compact each layer of all fill to not less than 95% mcwmum dry density or 90% DIVISION 6 - ill=) AND PLASTICS 01000.11 DFf INif1ONS: A In genrci, maintain atich insurance to protect Contractor, Owner and the Owner'3 ,`ritive dry density agents and rWeawtatives from any aid dl claims under Workmen's Compensation Acts A. A Fully and unconditionally guarantee all labor, materials, onG equipment required- Section 06100 Rough Capin y/tr Glued Laminated Beanie A Owner. The Owner is dented as TACO FIELL CORP., 17901 Van Koinan, Irene, foinia, and from ON claims fa damages because of badly Injury, including deoth, and all by the Owner-- controctor ogmoment(s) for a period of :yne(1) year from the date of 8. Provide compaction certificates for the parkin lot, building foundation and floe ave. - Section 0619,i Prefabricated Wow trusses 92714, (714) 863-3871, and the Region Taco Ball Corp. office trvotgh which the claims for property damage arising from Contractus operations and/or the And acceptance or th.- date the restaurant is opened for business by the Owner, - Section 06Mi Finish Capentry "Invitation To Bid: was provided. The Owner's representative for administrating the operations of Sub-Controctos employed by him, in the amount stated herein. For unless otherwise specified in specific chapters herein. 02200.33 BACKFILL AND FILL Contract is the Area Construction Manager. Sub-controctor(s) not covered by Yne Cantroclor(s) Insurance, protide smilax insurance of their own. Obtain coverage from a componr holding o General rating of 01000.34 CHANGES: A. Blaen acceptable material n layers to required subgrode elevations. DIMSION 7 THURMAL AND MOISTURE PROTECTIJN B. Taco Bail Technical Consultant: The T000 Bail Technical Consultant is referred to .A" or better as set forth n the most current issue of Best's Key Rating Insurance Consultant" for purposes of this project. He/she may be an Arc►.utect and/or Guide. A. The Owner, without nv,lidotng the Contract, may order changes in the work wi, o 1. Satisfactory excavated or borrow at excow.ions and p►onttng areas. - Section 67200 insulation Engineer, or other technical representative, responsible for misting the owner's the general scope of be Contract, r7onviiting of ociditkxne, deletions, or other 2 SuNx= material under walks, pa-- ^.t•, slabs, onC structurtra - Section 07240 Extenor Insulotan la Finian SrOwn reprowtathre, the Construction Manogef, in odmir4trating the contract E. 'Hold Har^wlerss" Clause Prorde certificate stating that this endcvsement is revision. The Contract :cum or,J the contra' tine sill he adjusted accordingly. A -- Section 07310 Roofing Ther included in the pollcXies) Taco Bell Contract charge r.&r may be issued by ori Area Construction Monager but B. Backfill e><cawtrans as promptly ns work permits. N, _ - Section 07320 Metal Roofiny Tiles C. Contractor: The person(s), compony(ies) or corporations) with whom the Owner mak,4 moat be approved by the ',-.e President Facility Devei iprnent prior to payment. - Section 0 751 0 BLIt-up Roofng Syysstems rect Contract fa' the work a' any portion thereof, or for -iny materials or related C This Contractor assumes the liability for all losses, do.nages (indl-ding loss of C. Remnve vegetation, debris, and deleterious materials prior to plocamemt of new - Section 07520 Fiextile Sheet (tocflng seirvices required thereto use), expenses, demands and claims in connection with or aisin out of any w,jury B. The cost or credit to the Owner faulting from a change n the work Niel be fill. 0 - Section 075.30 Single Ply Roofing System or alleged M to persons (including death or - Section 07600 Sheet Metal and koot Accessories D. Sub-Contractor M !a age injury P ( 9 ) ?� a alleged damage �o determined by mutual agreement. Perform all waxlc under the a>�licable conditions of Any companXim), or corpcxatan(s) with whom a roctor property, sustained or alleged to have been sustained, n connoctlon with or to love the Contract documents. D. Place bocktll and fill moterlats n layers not more than 8" n loose depth fcr - Section 07900 Joint Seders mates a Contract to Amish`lob,x major service and/or material in connection with oriserh out of the performance of the Nair by the Contractor, his Sub-Contractors, mochne compaction, and not more than 4' in loose depth to hand-operated tampers- A " the project Within the (towing oft specifications, the tam 'Contractor is and their agents, servants and employees, including losses, expenses, a damages C. Obtain o written utharizatkn for changes n the work (Construction Work Order) from interpreted to mem Sub-Contractor where applicable unlea, further defined. sustoned b ,v the Owner and the Architect. The Contractor hereby undertakes and the Aron Cor -tructlon Manager prior to completion of the work. E. Rae bockfil and fill materials evenly adjacent to structures and carry materid DIMSION 8 DO(>tiTS AND WINDOWS agrees: to indemnity and hold harmless the Owner and the Architect, they agents, uniformly around structure to approximately e� a elevation n each lift. E. Project: The project is defined us the complete labor, moterds and services red servonts, and employees, from any aid all such losees, expenses dario FM P (nduding 01000.35 RECEIPT OF EWIPNENT: - Section 00100 Steel Doors and Frames for construction of a Taco Bell Restaurant and all related work as described in the loss of use), demands and dams, and defend any suit or action brae it against any 02200.34 GRAD14G - Section 08210 Wood Doors Contract documents, of them, based r- ny alleged injury (Including derfh) or damage (Including lose of A. During the course of construction, the Contractor is the receiving party for I - Section 08410 Aeumnum Entrances and Windows use) and pay all noges, judgments, costs and expenses, including attomey's fees, deliveries of equipment and rnhcellancaus Items made to the jab site by commonI A. Uniformly grade areas within iimits of grading with uniform levels or slopes between - Section 08700 Builders Hardware F. Site: The property on whichn en the project is located. cocnection with said demo nds d claims resulting therefrom. carrier. If, during the receipts of those items by the Contractor's representobves, points where elevations ore shown and/or existing grader. - Section 08800 Claris dna Glazingany missing or damaged Items are observed, the r salving person must: G. Contract Documents: The Contract docur,x!s consist of (1) The 9uddIng Construction D. The above dowse lies lies in all states unless restricted by state statute. Should1. Alba for nstdbticzi o! 4' of topsoil over areae to receive sod. root, (2) The Drawings (3) The Specifications, (4) Soils Report. Include the dotes `hls be the case. i�rovide the maximum form of *Hold Harmless' allowed by the law. 1. Make a notation of the discxepancy on the delivery ticket. DIMSION 9 - FINISHES and rWswn dates of ON drawings and specifications cin the proposal form 2. Call PFS (714) 453-45W and advise of the problem within 24 hours. B. Grade areas adjacent to tuidng lines to drain away from structures. E. Provide ;.^rnorshonsive General Liability Insurance including a Broad Form endorsement 3. Coll the delivery carrier and/or vendor to fie a dam. - Section )9210 Stucco 01000.12 GENERAL CONDITIONS: and o Brood Firm Property Damage andorseanent with limits not less than $1 million 02200.35 SUBBASE COURSE: - Section 09250 Gypsum Board CSL (Corribrnee :«ngle Limit). If appropriate, also maintain scaffolding and - Section 09300 Tie A. The Standard Form of General Conditions published by the American Institute of demolition insuranc: A Place subbase material, in 6' thick maximum layers over subgrode surface to support - Section 09510 Acoustical Ceilings Architects (A.LA.) form A201, latest edition, is bindung and the General DIMSION 2 - SITE WORK pavement and concrete :!::b (Interior and exterior) base course. - Section 09900 Painting conditions inducted herein are supplementary thereto. In the event of conflict, the F. Provide Worf.ers Compensation Insurance in accordance with applicable state Supplementary General Conditions govem over Genera>i Conditions, and the Taco Bell reqursmeants. SECTION 02110 - SITE CLEARING 02200.36 MAINTENANCE.: Construction Contract governs over the Supplementary General Conditions.DIVISION 10 - SPECIALTIES G. Provide Employers' Liability Insurance in on amount not less than $100,000. 02110.1 GENERAL: A. Repair ona re--establish grades in settled, eroded, and rutted areas. B. Use the Taco Bail Construction Contract, Contriactor's Draw Schedule, Contract Change - Section `0 Building Specialties Order and Final Waiver of Lien. Copies of the above forms are on fie at the H. Provide Comprehensive Automobile Liability Including owned, nal-owned and hire 02110.11 RELATED DOCUMENTS: 02200.37 DISPOSAL OF EXCESS AND WASTE MATi:RIALS. Owner's office, coverage in On amour+ not less than 5500,000 CSI. (Cwbned Single Limit), A. Drawings, Specification Division 1 and Contract. A. Legally remove waste motends, including unocceptaWe excavated matexid, trash and DIMF:vrr 11 - EQUIPMENT C. It is accepted as a fact that oil Contractors have inspected the site prior to I. Satisfy any insurance requirements necessitated by any pertinent govemmentd debris from slto, submitting their bid and no additional compensation la allowed fix failure to outherity. I 02110.12 DESCRIPTiON OF WORK: - Section 11400 Owner Furnished Equipment fulfill this requirement. It is to to be construed; however, that the Contractors 02200.38 GUARANTEE: have Included in their bids amounts to cover unforeseen ronditiana or obstacles J. At Owner's election, maintain Buildow's Risk Insurance covering the pre m.m. Have0. Site clawing includes, but is not limited to- other than those indicated on the drawings or visudy aq)arent at the site. Should eu-h irsuronce written on on all nse basis end covering all the work until Owner's A. Guarantee all work performed under this section for a period of one (1) year from DIMSKIN 15 - MECHANICAL unforeseen conditions orise, notify the Owner immediately. fnul ccceiptance of same I 1. Protection of existing trees tc remoin date of acceptance against any settlement or other faults detrimental to the ! n 2. Removal of trees and other vegetation as indicated. app"ance or quality of the finished project. Pay all repair and replacement costs �/ 1 - Section 15))O General V 3 .^kcal ke.lurements D The following specifications ore divided into chapters and each Contractor Is to I K. Provide Insurance policies immediately after award of contract and prior to any work 3. Topsoil stripping of this work and any other work as a result of void faults. - Section 15400 Plumbing figure on that portion with which he h concerned. It is the responsibility of each Dein performed. Upon obtaining policies, notify the Owner and file certificates 4. Clearing and grubbing. Z -• Section 15700 Heating. Ventilating and Ar Conciitioning Contractor to rood and familiarize himself with the General Conditions and (In or du icate policies from ins urance companies with the Owner showing policy S. Remo%ing above•-grode improvements as indicated. O %ppltm►entary General Conditions which are considered equally binding with the number., dates policies are n effect, and ON Imitations and exclusion. Provide 6. Removing below-yrade improvements as indlcated. DIVISION 2 - SITE WORK. remaining specif"'to xis. cewtihcutew stating that the insurance company will notify the Owner by registered 6.-1 DIMSION 16 - ELECTRICAL E. Settle any a:antroveny or claim ailing due to a labor conflict mused by the mall thirty (30) days prior to the expiration a' B %, cancellation of any policy. 02110.13 JOB SECTION 0228' TERMTE CONTROL I _ - Sectior, 16100 General Rriquirements warding or assignment of these specifications in accordance with local governing 01000.21; PERFORMANCE, MATERIAL MID LABOR BONDS: A. Protect existing improverrents, ' "bi _rd vegeta: .,. ,. rerr,lii as necessary to 02281.1 GENERAL. - Suction 16200 Products labor proctirx. prevent damage. - Section 16300 Execution A. When requested, provide performance bonds, labor and material payment bonds to the 02281.11 RELATED DOCUNENM: U F. list dternatea, whether specified by the Owner nr suggested by the Contractor, Owner, prior to start of work. B. Remove and store solvable improvements where directed by Owner. A sMorately on the proposal. Indicate the cc f materials and labor required to A. Drawings, Specifications 71WWOin 1 and Contract. L_ complete the titanate and the credit due the Jane► for any materials and/or labor 01000.24 CONTRACTOR'S QUALIFIED JOB SiTE SUPE:QINTFrDFNT 02110.2 PRODUCTS s� INSTRUCTIONS TO DDOERS not required due to the alternate nstallation. A. 0228112 DESCRIPTION OF WORK: U Have the Contractor troctor his/her designated and op.dlfied repreaentalive/job (Not used an this project) G. "',e Area Construction Manager is the Owner's and Architect's sole represen!otives superintendent, with full authority to oct on h:dndf of Contractor under the A. Provide soil treatment fatermite control as herein specified. W 00100.11 GE/IERAL during the administration of the construction contract ronstructian Contract, n attendance at the job site and supervising said work, at 02110.3 EXECUTION: !_ NIro I the project exocfly as �. wn and specified. Completedaxi l prosals and include 01000.13 DRAWINGS AND SPECIFICATIONS times during the progress of the work. CATioNS 02110.31 SITE CLEARING: 02281.13 QUALJTY ASSURANCE: all work as shorn and/or specified and as required by all applicable building codes. 01000.25 TEMPORARY FACILITIES: A, Engage a professional The Contractor is held to hove full examined oll drawings and L pest control operator, licensed eed in r ^oradance rich reiquia.rorns y gar specifications, not A. Execute all work according to the bus meaning told stent of the drawings and A. Remove vegetation (stumps and roots), Improvements, and �bstructians intgieriny of governing authorities for application of sol tre!ctn,vtit caution. only of his/her particular concem but of allied traders as well, and to be fully 4WItications which are Intended to Maude everything required and necessary for A. Tike charge of the premises horn the start tc the canpletinn of the project and with Installation of new construction, familia with conditions under which he/she wit assume his/her work. Particular the proper and entire finishing of the wake, nntwithstanding, that each and every furnish the following: 02281.14 JOB CONDITIONS: attention is drawn to the General Candid ons aid the Supplementary General item necessarily nvolvedt in the work Is not specifically mentioned. Deliver the B. Strip topsoil within pavement and building areas. Conditions of the specifications- The Contract in the form of a single, lump sum of completed work to the Owner M a perfect and undamaged condition without exception. 1 Laying out of all worts and establishing building Ines and levels, confirm this A. Do not apply sod treatment solution until excavating, filling and groding type of agreement. Information with the owner C. Stockpile topsoll where directed. Remove excm topsoil after completion of Aerations are completed. B. The drawings and specifications are intended to be cooperative. Furnish and perform 2. Temporary electric power, two telephone Ines, and one Contractor provided fox landscaping. OV100.12 PROPOSALS: the wok or moterims called for by the drawings and not mentioned in the machine, during the period of construction. This docs not include portable B. Do not apply sod treatment to fro--en of excessively wet soils or during inndwent specifications or vice-verso In as faithful a manner as though treated by both. The generators fa use of other t•p as. D. FII depressions in landscaping areas caused by clearing and grubbing operations weather. A. Sealed proposds will be received by Taco Bell at such time and place designated. specifications are intended to represent minimum design and are superseded by the 3. Heating of budding for waking and drying pur3oees during the period of with sathsfectory soil material Submit proposals in accordance with the Toa Beira 'Invitation To Bid" S,qn di awhgs. construction. 02281.15 SPEC,IC PROD:ICT WARRANTY: propnsats by legal authorized parties of companies only and state titlem of s-xne 4. Temporary lodders as required for access to all work. E. See additional recommendations in Soil Reports supplied by Owner. loco Bel retains the rW.t to reject any and/or all proposals. C. Before sutynitting on eetiiriate carefully check the drawings and specifications and 5. Water for construction use. A. Furnish written warranty certifyng if subterranean termite activity Is discovered. should a conflict, uncertainty or discrepancy be found, report same to the Owner 6. Acceiptonce, unloading and wforoge of Owner's equipment delivered to the siteu2110.32 DISPOSAL OF WASTE MATERIALS: Re-tre , wI and _.pair or replace damage caused by termite ;nfestation. 00100.13 ACCEPTANCE OR WITHDRAWAL OF PROPOSALS. immediately, who will make a ruling on each report and will notify all concemed are the responsibility of the Contractor. I bidders as to his decisions. Should such conflict, uneeirtnnty or discrepancy, be T Temporary toilet facilities for works. A. Burning is not permitted an Owner's property B. Provide warranty for a period of five (5) years from date of treatment, signed by A. Any Ccntroctor who has submitted a proposal to Taco Bell may withdraw this proposal discovered after signing of the Contract, Dalt It to the attention of the Owner and 8. Two enclosed and secured trailers for storage of Owner supplied items. The applicator and Contracts. at any time prior to the scheduled time for opening of sane; however, once proposals his decision in regard thereto is find. minimum length of said trchers is twenty-five feet, but may range to B. Legally dispose of all items not salvaged off-site. ore opened the Contractor ogress to honor some for a minimum of thirty (30 days forty-feet, at the discretion of the Construction Mar,ogcM 1.2 PROOUCIS: er as ommunicated after v:Aeduled date of opening. 01000.14 PRECEDENCE OF DRAWINGS: the Did documents 02281,21 SOIL TREATMENT SC UTiON: 00100.14 DISCREPANCIES: A. The order of precedentt of drownVw in as fdlaws: 01000.26 INSPECTION AND TES'ri: DIMS" 2 - SITE WORK Inomissions fled ;iwcrr arici Should a bidder ffl or amb ties'1 , or niasions from, the 1. Taco Bell's drawings over Taco Bella specifications A. Call for all napections as may be required by lord authorities, allowing ominimum SECTION 02200 EARTHWORK A. Use a local authority approved emu Isfble concentrate insecticide for dilution with water. Fuel of Is not permitted as a diluent. Provide a working solution of one of drove and/a' the sipecth;i ons, or be in doubt re to their meaning or Intent, Z Lager scale drowngs over smaller soda drawings. of two (2.) day notice for inspections to be made. the following chemical of rnents and coyncentrationx notlty fel Construction Ma aper for Taco Bell in f �e to allow for issuance of 3. Figured dimensions over 3celle dimensions. 02200.1 GENERAL clarification by means of Aolendo for delivery in . 1ficlerhf time before proposals 4. Suppfernentary General Conditions over A.I.A- General Coxnditfons B. Notify the Owiner for napectio n one week prior to the installation of the Items 1. Chlorpyrifos Dursbon) ore due. 5. Architectural drawings ors mechanical and electrical drawing+ spedfieed in the 'Invitotion To Bid" 02200.11 RELATED DOCUMENTS: 2- Permethrin (Torpedo & Dr3ret) 6. Any addenda over dl material of an eroriler date. 3. Cypormethrin (Demon) 01100,15 QUAL.IFICATIC" OF CONTRACTORS: 7. Equiprri&O draangs, as may be provided by the Owner, over arh,tectural and C. The Owner has the right to order tests and/or laboratory euornination of any material A. Drawings, Specifications Division 1 aid Contract 4. Fenvolerate mechanical drawings of @artier dates. or work used or performed on the project should he suspect such material or wok to 5. Isofendnoe (Pryfpn 6 a Offanolfl) A. Tueo Bell reserves ttie right to require any Contractor submitting a proposal to be of lesser quality than specified herein. The eats of all such teats will be 02200.12 DESMPT10N OF WORK: - lkrnish any or all of the following nfamotion prior to award of the Contract. 01000.15 SALE S TAX paid by the Owner unless they indicate worfe or matesridq to be of lesser quality, in 8. Other solutions may be used as recommended by Applicator and if acceptable to local which cos, t;ie Contracts porn the costs along with any experises Inoxurreed In A. The extent of earthwork is indicated on drawings authorities. Use only sod treatment solutions which are not injurious to planting. 1. Performance ro cud of project completed over the previous two (2) years. A. include in the propoarl, the payment of all state aid local sales and occupational I correction of the work. 2. Address and description of plant Of permanent place of business. taxes as may be levied by the gownimental agencies regarding the work. a B. This section Is intended to outline mninum work and is superseded by the Sail 02281.3 EXECUTION: 3. An itemized list of equipment 01000.27 PPECEDING W IRK: Report and Drawings n that order. -'-" 4. Additional Information as required to satisfy loco Bell that the Contractor is 01000.16 SUBSTITUTION: odequately prepaed to fulfill all requirements of the Contract, surd as 02281.31 APPLICATION- A. Befoe starting wok, examine work previously installed and irrxnesodiate!ly report to 02200.13 .JOB CONDITIONS: contained In A.I.A. document A305 - Contractor's Qualification Statement. A. Any substitution must be approved in ADVANCE OF CONSTi2L1CTION in writing by the Owner the Owner any visible defects or conditions which adversely affect the quality A. Remove foreign irdtter which could decrease effen' renew of treatment on areas to be - - after receipt and study of compl%te information regard" same, Including any and/or completion of this work. It is assumed ell conditions ore acceptable if no A. Locate existing underground utilities in area of work, protect those to remain. treated. MAA ilY. 0010016 DISTTRIBI.fTiON OF DO(XJIiF.1dTs: credits or oddltfand costa. such report in rexeip,ed. 1. Brim ,nchartorf (MCK`D By- A- Co ntrocta desiring to bid the wok may obtain ddrowings, spedfication and 01000.17 MATERIALS AND WORKMANSHIP: 010(10.28 CUTTING AND FITTING: 7 to ant nt other utilities encountered during excavation to the B. :haler slater payer 4- ion -ty treat til before concrete slabs ase pieced using Supplemental Bidders Pociii tram the Taco 80 Construction Manager. Drawings and Owners immediate attention. erii!+er power sprayer r� itxhk type aproyer. 6UlDNC TYPf apsaMcatfons remain the property of Toxo Bell and are to be, returned complete and A. Unless otherwise particularly stated, furnish and Install ALL materials and labor A. Execute dl cutting and fitting of work as ,nn/ be required by other trades so as to B. The use of explosives is not permitted. 1. Apply 4 gollals of ciernical solution per 10 linear feet done '.nside of n good condition. Use by unauthorized pee►sans for any purpose whatsoever is mentioned In these specifications and/or shown ,,n the drawings. Execute all work in insure ass near perfect fit of materials as possible. oundatian warns, clang Doth sides of interior partition Nulls and around (� /) '../ H strict prohibited and is punishable unser federd copyright lows. a neat and skillful manner to the enilre satisfaction cf the Owner. C. Barricade I�/I 1�,J ' I y prop open exCOyatiana and poet with warning lights. bnQ. 01000.29 DAMAGED Wt)RK: 2. u one goNen of chemical solution per 10 square feet as an overall FRAME 00100.17 CONDITIONS: 01000.18 SUB-e ON111ACT5 D. Protect structures, utlitlo% skdewtriks, avemsntq, and other facilities from treetmernt :rider slab and a; A. Pay for replacement of any work dam n eorwnection with the Contract, and perform demi due to earthwork P tof ch alae areas where fill is sole 11 Is as age operations, gravel. Apply 1--;/2 gallons of chemical selutkan to arenas where All h wnrashecl A. Submittal of a proposd by any Contractor constitutes full acceptance by that A. As required by the Owner, hove the names of all proposed Sub-Contractors apVoyed by such potchn� or replacement by *killed personnel specializing in the particular grmel. uc>A rrtleeBE- Contractor of all conditions as herein stated. the Owner prior to award of the Contract The Sub-Coentroctor Is boun� by the trade so as .a restore :damaged wok to completely acceptable condlilon. Should 02200.2 PRODUCTS 3. Apply ftxir epllans of chemkxl solution per 10 linea- feet of trench, for each awtflc atio ns. No Contractor or Sub-Controctor may sublet or assign his Contract responsibility for damage be unable to be determined, prorate the cost of repairing foot of depth from grade to hwtina. clandge g outside eof bolding. Dig a Dot 00.18 BLALDIMG PACKAGE: a any part thereof without the wrttten approvd of the Owner some among Contractors waking an the jab at the time the damage occurred os 02200,21 SUIL MATERIALS: trench 6' to 8" wide along outside of foundation to a depth of not less than 0. Contracts wait receive a number of miscellaneous Items and install same as port of 01000.19 LAWS AND ORDINANCES determined y the Owner. The decision of the Owner is fleal. '2". Punch hales to top of fuotirhgart not mono than 1Y o.c. and apply chemical the Genial Contract. These Items are found through the drawing labeled "BY TACO 01000.30 ADVERTISING A. 5ubbas+e Material: Cie ed gravel, gushed stone, natural or crushed sand. solution. PROmryK IS5U1: DATE ,ELL,. Allow firm (3) weeks notice for delivery. Be prepared to accept delivery of A. Comply In ali resprwcto w,th off ;ws and ordnon:es having Iuriedction over the B Backfill cold Fill Materials Sol free of day, 2' o r ?artier rock, debris, Iii C. Allow not lois: thei 12 hers for dr after application, before beginning concrete tf,"er miscildfainedue erne at the time of groundbreakng and furnish all labor and work ad/or materials or methods employed In performing carne. No additional A. No advert'•ing Is allowed vin materials, acid deleterious matter. placement or other constructiona ivi lea 6 - - 4-- 93 materials required for the unloading, recei g, soh guarding and installation of compensation will be allowed Contractors for failure to famliaiiz, themselves with all conditions under which they all rrerfomi they work unless these conditions are 01000.31 COMPLILTED WORK. C. See additional std recd mmasndatlons In Soils Report supplied by Owner. D. Post signs in areas of applicdtiom waning workers that soil p^banIng has been Nall R these Items. brought to the Owner's attention lor ��. odju tq hg costs are mode at that time. A. aligning of Cantroo:ts, and provisions fa SHUT A. Deliver completed work as tolled for by the Contract to the Owner free from hells, 02260.3 FXECUTION clams or encurnbroinoes of any description whatsoever against the Owner. Accep'.once � P . PACIFIC HWY., 11635 of such work Is defined its approval of find payout. SUP 94-0165 48 OF 5G - ___ __ - ____ . - - - ______ - I - __ - i - I ---- __- - - ____IIIIIIIIIIIIIIIIIIIIIIIIIII11=11 / 1 1 1 1 T 1 1 T T Y �......,, .. u IF THIS DOCUMLN'I' IS LESS Ti11T .11-1--.111111 .408w-1---%qWAP""1M0AIffA-1 I 01111,111,111111000"V '111 J T�� l I q� 1 n 1995 Y LEGIE3LE THAN `PHIS NOTATION, 1 _ 2 � I 4F �T T G g I i R 1.0 11, 1 I AUV`US'� V (! IT I S DUE' 'PO THE QUALITY OF No.36 ®,��,,, ,' , THE ORIG.INAT, DOCUMENT'. --- - - __ ---- ---- ----- F �- - - -- --r - - - -- - - - S 6r?, f3��7. LZ9Z Z Z S �Z �iZ Z 6�i 8T LiIT 9T 6�T ST 7,l .I Tt T t3 L 8 9 E Z I T�nee1M� ��iIIIA Illl�llll1llli�lllllllll�l '' I I IIIIIIIIII nl i ' i I I �IIll llll�llllll till I II II IIIAI jl IIIlIII1lIlll�I 11IIIIIIII, Illll IIIIII III ►,i it Ilu lllll�Ull I�IIIJli�11111I111��11ll�11 III illi IIIIIIIII III i I IIi I I IIIA IIIA lUl ill NViSION 2 SITE MARK 02513.39 FILE:' QUALITY CONTROL 02515.3 EXECUTiON E. Install fabric on sonority side of fence with 2r bellow finish grade and bottom 03010.36 CONCRETE PLACEMENT: SECTION 02513 ASPHALT CONCRETE PAVING A. Provide firwl surface having a compacted density of a mnirruurn 931 of the maximum 02515.31 SURFACE PREPARATION selvage Pull fabric tout and tie to poste, roller and tension wires. A. Comply with American Concrete Institute .k�4, and herein apectfiao possible density of a voldless mixture composed of the some motends in like F. Instal vertical slots between totem Inks for full fabric h ' t 02:;13.1 GENERAL ortions e Prof A. Remove loose material from compacted boss 9otrfoo;e mmedictely before placing B. Install vapor bares under interni slabs on grade. Lap Tanta minimum 6-"es 02513.11 RELATED DOCUMENTS: :one;eta 02513.40 GUARANTEE- G. Marton gain plumb, level, and secure for fill opening without interference and seal watertight. B. Proof-roll prepared subbase with tandom du?rrp truck to +.. unstable areas and H. Use U-shaped wire damping pipe and fabric firmly with ends twisted at least two (2) C. Deposit concrete continuously or in layers of such thickness that no concrete will A. Drawings, Specification Division 1 and Contract. A. Guarantee wcrk under this section for a period of one (1) your hat settlement, need for additional compaction. full turns be [►laced on concrete which has hardened aufficienbJ to cove the formabor of crocking, crumbling and other defercta Pay repair costs of any ailun as scans or plana of wsalanoaa. 02513.12 DESCRIPTION OF WORK: C. Moisten base to minimize &4orptlon of wet& from fresh cono�ete. I. install nuts for tension bands and hardware bolts on side of fence opposite fabric rile areal peen ends of balta 0. Cansolldots placed concrete b mechanical vibactng equipment supplemented by hand A. Extant of asphalt concrete paving and atone/base work with required thicknesses is DIVISION 2 - SITE WORK spading, rodding (or tamping (except far sibs). shovin on drawings. 02515.32 FORM CONSTRUC i ION: 02831.32 ERECTION TOLERANCES: SECTION 02514 A C PAVING ALTERNATES L Deposit and consolidate concrete slabs in a continuous operation. 8. The spedfocattah is intended to outline minimum work and is superseded by the soil A. Set foxtrta to required grddea and lines, rigidly braced and secured with sufficient A Maximum Norlatixn Fr urn Plumb: 1/4 inch. report and drawings in that order. 02514.1 GENERAL quantity of forms to akow continuos progress of wok. F. Bring stab su rioces to correct level with straightedga and striceoff. Use hgal B. Maximum Offset From True Position: M 1 - incl. floats or derbies to smooth surfma, free of humps of hoikxm 02513.13 ,108 CONDITIONS: 01514.11 RELATE[) DO(XIWENTS: 8. Clean forms after each use, and coot with lam release orient as often os requ►eci to insure separation from concrete without damage. C. Components may not inhnge adjacent proper,y lines. G. Maintain mesh reinforcing n approximately the mrdde of slab dunning concrete A. Construct malt concrete weorh course oil when atm placement �� q y aspheric temperature is above A. Drawings, Specifications, Division l and Contract 40 degrees (4 degrees C), and when boat le dry. 02515.33 REINFORCEWENT: 02514.12 DE.SCRIPTiCNv OF WORK H. Protect concrete work from physical damage or reduced strength which could be caused 1. Man cmpholtwets are dosed, natal[ o temporary pauwment of compacted stone A. Locate., place and support reinforcement as specified in Division 3, sections, unless D149ON 3 - CONCRETE by frost, freezing actions, or law temperatures. base. Install go pavement under the Original Contract. A. 1 Asphalt (bituminous) concrete paving, patching, and resurfoang, including base otherwise indicated. course, whaae required. SECTION 03010 CONCRETE Yrkfl( I. Do not use calcium chloride, salt and other materials ca,tainng antifreeze agents 02513.2 PRODUCTS 2 Breakdown Roiling: Accomplish breakdown or initial rolling immediately 02515.34 CONCRETE PLACEMENT: or cnernical occeteratora. following roiling of tronoverse and longitudinal joints and outside edge. 03010.1 GENERAL 02513.21 MATERIALS: 3. Second Failing: Follow breakdown roiling as anon as possible, while mixture is A. Comply vitt, aquirements of Division 3 sections for mixing and placing concrete, and J. Men hot weather conditiona exist that would serious[ max h y p quality nruS .sawn hot and n condition for cotmpoction. continue second roping until mixture has as heroin specified. 03010.11 I�LATED DOCUMENT'S: of concrete, place concrete n compliance with American Concrete Institute 3058. A. Use locally available materials and gradations which exhibit a sotisfoetay kocora Men thoroughly compacted. of previous installations. 4. Finish Rolling- Perform finish rolling while mixture is still worm -rough for B. Place concrete using methods which prevent segregation of mix. A Drawings, Spew0cotions, Division 1 cmd Contract. K. Khan cold weather conditlons exist that would seriously impair quality and strength removal of roller marks. Continue roiling until roller Mata ore eliminated of concrete, place concrete in compliance with American Concrete Institute 3068. B. Stone Baser Naturally or artifici Traded mixture of naturd or crushed y avel, and surface course has attained at least 94 pdreont of maximum theoretical C. Automatic machine may be used for curb and gutter placement at Contractor's option. 03010.12 DESCRIPTION OF WORK: crushed stone, natural or cxushe - d. density. Mcwhno placement must produce curbs and gutters to required cross-wttom, linea, 03010.37 TWIST OF FORMED SURFACES. 5. Compact mixture with hot hand tampers or vibrating plate compactas in areas grades finish, and jointing as specified for formed concrete. I A The extent of concrete work shown on dro wings. C. Asphalt Cement: 09cosity grade u, AC-20, AR-MM, haecertsible to rollers. A. Concrete surtoca not exposed-to-view in the 'inish work have texture mperted by farm facing 6. All rolling shall be completed by the tone the aavhalt concrete has cooled down 02515.35 JOINTS: 03010.13 QUALITY ASSURANCE: motmid used. Repair and patch tie holes and defective areas W chip off fins and D. Binder Course Aggregate: Sound, angular crushes stone, crushed gravel, or crushed to 180 roes F. other pro salons exceeding 1/4' in height, slog, sand, stone, or slag scroenMgs. A. Construct exoonsiah, and construction joints true-to-line with face perpendicuiar to A. Comply with provarbns American Concrete !nstltute 318 "9ulding cola Requirements E. rbariny Course AgcJregotr. Gushed stone, crushed gra-m, crushed slog a 02514.13 PATCHING AND SEALING surface of concrete. for Enforced Concrete and 301 "Structure;' Concrete for Buildings" except whadre 03010.38 MONOLITHIC SLAB FINISHES: more stringent requirements ere shown or specified. sharp-ar+ged naturalsand with 80X posing No. 10 sive. A. Patching: B. Provide premolded full size, one pleas joint fillers for axpansioch joints abuttingA. Apply float finish to fmCno;;thic slab surfaces. A`:a weeding, ronsolkdatng, and ,v concrete curbs, catch bosins, monhdes, inlets, structures, walks and other fixed B. Form ,11 footing and foundations. lir rmed placement of conaete is not allowed. leveling conxete slabs, do not worse surface until ready for floating. Begin F. Minorco Filler. Limestone, dust, hydrated time, or other mineral duet, free of 1. Remove deficient areas for full depth of course. objects. Soa Sooting when surface water hoe disappeared when concrete has stiffenedforeign matter 2. Cut sides perpendicular end parallel to direction of traffic with edges C. Conform to ACI :1005R when concretingco Ivot weather.. vertical. 1. Locate expansion pinta at 20' o.c. for walks and orbs. � ' sufficiently to permit operation of power driven Aosta. Check and levet surface G. Primo Coot: Cut-coda o t t plane to a tolerance not exo ndling 1/4" n 10' vitan tested with a 10' straightedge. appal type; MC-•30, MC-70, or MC-250. 3. Apply tock coat to exposed surfaces before placing new asphalt concrete mixture. 2. Locate expansion pinta at changes n sidewalk direction or interw0un. D. Conforam to AQ 3068 when concreting during cAd weather. 4. FfN with fresh, hot asohdt concrete. H. Tack Coat: Hoon enears, medium airing, I ukt a 8. Provide 1/2 pitch in 4'-0" diameter of d Ana drglna. cKJ � asphalt. 5. Compact by raging to specified surface density and smoothness, Hush with Q.!515.36 CONCRETE FINISHING: I. Sed Coat: Al MS-19 fa type. adjacent povernent. A. A03w�10.2 PRODUCTS 03010.39 COfafCRETE SLAB CURING AND PROTECTION- J. � After atriknq-off and consolidating concrete, smooth surface by aoxeedng and y placed concrete from premature drying and excessive add or hoc Seating (Where indicated): mechanical floating. 0301n.21 FORM MATERIALS: AProtect fresh). J. Car Bumpers- Procoat concrete 6' beg with beveled sides and provided with minimum B. Seat of 2 holes for dowelanchoringI. Existing Povin9: Aan sexisting paving, prone as required and apply two coots B. After floating, test surface for trueness with a 10' etroght edge. Refloat as A. Forms for Concrete Surfaces` Plywood, lumber, metal, or other acceptable material. temperatures. of seder at Eine rate of 50 square feet per gallon for both coots. Allow to required to provide a continuos smooth finish. ll. Protide moisture curing by one of the following methods for a period of 7 days. K. Masking Paint: White and blue pavement marking pant as found in potrnbng section cure for 24 hours after each coat B. Provide commercial formulation farm-coating compounds that will not bond wiih, stain of specifications. C. Work edges of slobs, gutters, bock top edge of curb, and formed joints with 9-1/2' nor alverwy affect concrete surfaces. 1. C.wer concrete surface with died spec' absorptive cover, thorauythly saturating 02.`:14.14 PAVEMENT MARKINGS: radius edging tool, c2ver with water and keeping continuously wet. 02513.22 ASPHALT-AGGREGATE MIXTURE: �P 9 Y. , 03010.22 REIRFORCM MATERIALS: 2 Cover concrete surfaces K:" rnolsture-retanang cover for curing concrete, A. Provide plant mixed o alt- a mixture as approved and A. Apply line marking raint with mechanical equipment at rate of 1 gallon per 150 D. Light Broom n;nish, by drawing a fine-hair broom across concrete surface placed n widest practicable width. p aptt ro jest to pp specified by lord square feet. I highway authorities to suit project location and conditions. perpcndfcuiar to the of traffic. A. Reinforcing Bars: ASTM � .•'R !I►ade 60, deformed, 3, Curing compounds in accordance with ASTW ('-309 array be used as directed by the 1. Provide 3-inch wide linea with text and handicapped markings as required by E. Strike contraction Ants in exterior slabs at a maximum of 5' o.c that extend 1/a B. Welded Wire Fabric: Rain cold-drown welded steel wire, ASTM A-13b. owner. 02513.3 EXEC Ur,ON code. the depth of the concrete and are perpendicular to the edges of the concrete. 03010.31 REMOVAL OF FORMS: 2. Lines and text symbols; white. C. Provide metal bolsters, chairs and other devices for apachq, supporting and 02513.31 SURFACE PREPARATION: 3. Handicapped symbol of accessibility, blue. F. Alternate exposed aggregate walks where noted on the drawings ere us fopows: fastening reinforcing bars and welded wire fabric in place. A. Form work may nu; be removed in less than 5 daye or until concrete has attained sufficient strength to carry loads. A. Prepare subgrode according to the soils report a the following, whichever is 02514.15 MAIEEI STOPS: 1. In lieu of light broom finish, even[ distribute a e la I gin y sling[ yea of water warn, 03010.23 CONCRETE MATERIALS: greater durable gravel, 3/8' maximum and 1/8' minimurm of ton/beige color. 03010.31 CONCRETE SURFACE REPAIRS: ` a Secure wheel atopy to paving with 24-inch Tom? No. 6 va nized steel reinforcing bars 2. Embed tho aggregate by patting with a darby and float and darty until dl A. Portiond Cement: ASTM C150, Type It. 1. Establish subgrode within 0.10` of the elevation necessary to provide required embedded into earth to I/2-•inch below top of wheel stop. Fal holes around dowels with aggregate is thoroughly embedded pot beneath the surface. A. Cut out honeycomb, rocs pockets, voids over 1/4' in any dimension, and holes left by pavement thickness at finished grode. grout. 3. Expose the aggregate as soon as the grout covering the aggregate con be removed B. Normal Weight- ates: ASTW C33, with maximum 1-1/2' for footing and other mass tie rods and bolts, down to solid concrete, but in no cose, to a depth of less than 2. Provide oil aubgrodes underlain by suitable bearing material and free of all by smultoneously bfushny the hosing with water to match sample pond. concrete and 314 Maximum for other concrete. 1". Make edgers of cuts perpendicular to the concrete surface. Thoroughly dean, dampen nith water and [rush-coat the area to be patched wfth spezi,,.„: =,:ry organic, frozen o r other deleterious material. Preparation of subgrodes after 02514.16 FIELD QUALITY CONTROL 02515.31 CURING: C. Water. bean and not detrimental to concrete. agent. Place patching mortar after bonding compound hos dried, stripping consists of proof-rolling to detect unstable areas that must be undercut, goorifyng top 6 to 8 inch", and compaction to preaarobe minimum density. A. General: A. Protect and moist cure finished concrete paving, comply with applicable requirements D. Calcium Chloride: Not permitted. B. Exceosivo honeycomb or embedded debris in concrete is unacceptable. 3. Compact sub ode swfoce to 95 to 100 of Division 3 sections. Compo 9r percent of the moxlrrwm dry density as 1. Teat in-puce aspholtic concrete courses for c.xnpliana with requirements for C. Admixtures: Do not use withoutaPDr oval. determined by the Modified Rhcta Method (ASTM G-1557) for cohesive or gronuiar density, thickness, and surface smoothness. 02515.39 RfPAJR5 AND PROTECTIONS: DIWSION 4 - MASONRY r n sods respectively. Ccxnpect the, upper 12 inches of structural fill underlying 03010.24 ACCESSORIES: V 1 pavement. a. Perform one 4-inch core test for density a:d thickness for each 5000 A. Protect concrete from premature drying, excess!" hot or cold tempest.res, and SECTiON 04200 UNIT MASONRY square yards, taken at random locations. Additional cores may be taken to mechanical Injury ,until acceptance of work. Exclude traffic from pavement for at A. Pro*e 6 mil polyethylene vapor barrier corer ova prepared base material for all B. Spread gavel base course so that final thickness is as noted on drawings. determine an average thickness in determining compliance. least 7 days after placement. floor slabs. 04200.1 GENERAL O 1. Start compaction at the center and procomd toward the edges of the pavement. 2. Provide final surfaces of uniform texture, conforming to required grades and B. Provide base course for ON floor slobs of verily graded natural grove! 3/8 maximum 14200a1 REATt( DOCUMENTS r--� 2. Continue compaction nil the stone base ceoaea to creep DI VISION 2 - SITE WORK to 1/8' minimum (pea grave!) or natural :►and. pec cep or wave ahead of tint cross erections. taller. A. Drawings, Specifications, L vision 1 and Contract. R• Thickness: SECTION J2831 CHAIN LINK FENCING AND GATE.- C. Nom-shrink Cement Grout Below Column Base Plates: Nm-metalb, flowable, high Q C. If bast co" does not consist )f a mix o' course and fine stone that provides a strength (4000 pal min at 7 days; conforming with CRD-C 621. 042N,IDE:SCRIPTiUM OF WC"'- solid compacted base, spread a conies of fines over the surface and saturate with 1. Verify thickness of aggregate base in 1 minimum of three locations on day of 02831.1 GENERAL water Compact until grout famed by fees and water hon Sled wider and forma ainstallation. D. Membrane Urng Compound ASTM C309. A. Extent of masonry work is Lidicated on (kawngs. small wave in front of the roller. 2. Conform thickness of compacted paving to ASTM D 3.549 based on core test. 02831.11 RELATED DOCUMENT;: 3. Conform n-ploce compacted thk'ccnesses to the dimensions shown on the Drawings. E Absaptive Mats: ASTW 0171 04200.13 PROJECT CONOITIO►IS: D. Take respooWbility for subbase and base as being satisfactory for installation of Variation from indicated thicknesias cannot exceed nlus--or-minus 1/4-Inch. A. Drawings, Specifications Division 1 and Contract pavement at the completion of the compactions. F• Bondi Agent: Polymer resin emulsion. C. Density 02831.12 DESCRIPTION OF WORK: y � A. Protection of wain: Doming et-action, cover top of walls with Iheuvy vraterproof 02513.32 PRIMER PREPARATION: �5 PROPORTIONING AND DESIGN OF MIXES: Is not in progress.9heetn at and Of each Jaya work. Cover partially completed9truetlrros when work �1 1. Test density of compacted aggregate base course; conform to ASTW D 2167. A. Extent and height of chafe link fences and gates i1 shown on drawings. 03010.:. A. Apply prkner 0 accordance with At MS-2 2. field density of compacted asphalt surface course; determoned in accordance with A. Use proprietary standard design mix that meets the iollowng qualities and furnish 8. Do not oppl� concentrated loads for at least 3 days after mosonry walls ere L_L_ ASTM D2041. 02831.20 PRODUCTS ani Motto- evidence of such. Ac very �) y company each mixer truck with a deli ticket constructed B. Ap[ prim to contact services of curbs and gutters noting type of concrete and materials. Note placement kxxstkun of each load ca C. Use dean sand to blot excess Kmer. D. Surface Smoothness: 02831.21 STEEL FENCING: theca• tickets and fie all tickets on the jab site. 04200.14 ENVIRONMENTAL REWREMENTS: 1. Test finished surface of each asphalt concrete courre for smoothriess using a A. Fabric: No. 9 gauge steel wires, 2" mesh, both top and bottom selvages twisted and B. Conexeti� Proportion te, design strengths indicated on drawings. A Perform the fo howing construction rkrocedures during cold weather while the work Is 02513.33 TACK COAT PREPARATION: 10--foot straightedge applied parallel to and at right angles to cmterlhe of borded. progressing. paved area. 03010.26 CONCRETE M r-S. A. Apply tack coat in accordance with At MS-19. 2 Surfaces exceeding the following tolerances are not acceptable. 1. One-piece fdric widths. 1. When air temperature is from 40 dogroos F (4 degrees C) to 32 degrees F (0 2. Galvanized with not Im. than 1.2 ounce zine per square toot of surface, A. Ready-Mix Concrete: Comp[) with requWarnents of ASTM C 94, and as herein specified. degrees C), heat sand or mixing water to produce mortar temperatures between 40 B. Apply 'tock scut to cartaci surfaces of curbs and gutters. a. Bare Corms: 3,11-inch inn ( feet. degrees F 4 degrees C) and 120 degrees F' (49 degrees C). b. Surface Course: I/4-inch h i0 feet. B. Galvanized sten) fromewo►k wiih riot less than 1.8 ounce zinc per squote foot of 1. Addition of water to tine batch with insufficient slumn is not permitted. 2 When dr ttmporc-turs is from 32 degrees F (0 dolrees C) to 24 owees F iEVSM 02513.34 PI-ACING MIX surface. 2. Whan air temperohua n betweern 85 odegroses F (30 doyses C) and 90 ees F C _leer (-4degross ), hoot ?and or water to produce mortar tem bore tweer 40 spin on C. Galvanized accessories and hardwire. (32. degrees C), reduce mixnt and delh�ery tMa from 1-t/2 hours to r5 minutes, degrees F 4 on C and 120 +es F 4 perature - A. Race asphalt (xicreto mixtire on prepared ourfoays, spread and strikeaff. d ft deg► ( deg► ) dagr ( 9 wgreea C ; maintain Carr• mlxture at minimum temperature of 250 was F. place inaccessible and small areas DIVISION 2 - SITE WOR!( and when air temperature is rnbove 90 degrees F (32 degrees C), redo ce mixing of mortar m lwardr above freezing. _ nmper degr , and delivery time to 60 minutes. 3. w,an air temperature is Aom 25 degrees F 4 degrees C to 20 ess f" 7 by hand. P1ooe each courRe to re uirw Vocle, cross-section, and compacted 02831,22 FRAMING AND ACC,ESS(Xt1FS. (- y ) � (e oe;Rreee C), ht►at rxnd and mixing water to produce mortar temperonur�ss between thic(ness. SECriGV 02515 EXIERIOR PORTLAND CEMENT CONCRETE 03010.3 EXECUTIW 40 degrees F (l eea C) and 120 degrees F (49 degrees C); malnta n A. End, Comer, Pull and Gate Poets: Minimum 4.0"00 steel pipe 9.11 pounds pe,, linear temperature of mortar on boards above freering; use sdamorders or other hoot B. Race asphalt concrete mixture by power in strips not less than 10' wide. After 025151 GENERAL toot, .266" wall thickness. 03010.31 FORMS, sources on bot► skin of wells under construction; use wind breaks when ,wind Is - first strip has been placed and ranted place succeeding strips and extend rdilhg tor in excess of 15 mph. owxtap previous atrips. Complete binder orae for satire site before piecing 02515.11 RELATED DOCUMENTS: B Line Posts: Minimum 1.9' OD steel pipe. A Arrange and ssemble farm work which K readily removoble without damage to 4. When air temperature is 20 degrees F(--7 degrees C) and below, heat sand and wtarng course• cost-in-place onnxety surfaces and odpcent moterieft mix." water to produce mortar t ores between 40 degrees f (4 C) A. Drawings, Specifications D vision 1 and Contract. C. Tension Wire 6 gauge, crated colt apiing wire, metal and finish '.o matod, fabric. i and 120 degrees F (49 degrees C)."To no toy units which have a surfacee C. Joints: Make joints betvmw old and :wx pavements to ensure continuous band between Locate top and bottom of fabric. B. Construct forms to sizes, shapes, linos and dimensions shown, and to obtain accurate temperature of 20 degrees F (-7 degrees C) or below. � - . adjoining work. Construct joints to have same texture, density and smoothness as 02515.12 DESCRIPTION OF WORK: alignment, location, grades, levee and plumb work. Support brace and maintain other sections of asphalt auncrF:e course. D. Past Tops: Weathertight doeure cap, one exp for each post. formwork to support vertical and lateral bods until such loads scan, be supported by B. Perform the following protections during cold weather for completed masonry and A. Extent of exterior portion d cement concrete is Mown on drawings, including curbs, concrete masonry not being snaked on: 02513.35 ROILING: guttcrs, walks, and povn 1. E. Stret(tor Baro: Onepiece lengths equal to full height of fabric, with minimum axons-section of 3/16' X 3/4 . Provide with bands at 15" o.c. C. Use factory-fabricated, adjustable-�length, removable or snap-off metal form t'rea 1. When the mean laity air temperature is from 40 dAgr Y,s F (4 degrees C) to 25 _ A. Roll pavement with tondan steel whorl eight ten idler when mixture will Dear idler 02515.2 PRODUCTS degrees F (-4 degrees C), protect mosonry from rain or snow for a t least 24 --- weight without e="sive displacement. F. Swing Gate: Perimeter frames of 1.9" OD pipe, finished to match framework, with D. Provide openings In concrete form work to accommodate work of oth•,., trades. hours by covering with weather- resistive membrane. 02515.21 MATERIALS. horizontal and vertical members to ensure proper gate oFeration and for attachment 2 When mean daily air tagwoture Is from 23 degrees F (-4 degrene>1s C) to 20 B. Compact mixture with hot hand tampers or vibrating plate compucto" In areas of fabric, hardware and accessories. Use same fabric as lar fence. Provide 03010.32 PLACING REINFORCEMENT: degrees F (-7 degrees C), completely cover masonry with nsulatkng blankets or - inaccessible to rollers. A. Fame: Steel, wood or cther suitable material of size and strength to resist diagonal cross-broleng consisting of 3/8" diameter adjustable length truss rods on similox protection for at laast 24 hours movement during concrete placement. gates A. Accurately position, support xnd seams reinforcement against dms ial lacement by la3. When mean daily temperature is 20 degrees F (-7 degrees C) and below, maintainC, utocompish breakdown a initial rdllrnq Immediately fdlawing rolling of joints and work. construction, w con^rtte placement operations. masonry temperature above 32 degrees F (O de7on C) for 24 hours rasing - - outside edge. 1. Use flexible spring ateel farms or laminated boards to form rodius bends a^ G. Furnish the following hardware and occessutriee for soda gate. endosurns and mVplemantary heat, electric; heating blankets, infrared lamps, required. I. AN baro Map be conthuous In longest length _ D. Perform finish -aNksg " mixture is stll warm enough for removal of color 1. Hk" One and ane-half pair to suit gate size, non-lift--off type offset to g 9 possible with minimum 3ti bar a other acceptable methods. _ maraca. Cantinutn rolling untl roller marcs are eliminated and cowl» hoe attained B. Foram Co ci my Non-stale ng form release agent that will not dhcolor or deface 180 degrees gate opening. permit 2. Bont reinforcing still be provided to lap and mkatoh horizontal 04200.2 PRODUCTS k maximum density surface of concrete. 2. Latch: Forked type and plunger-bor type to permit operations from either side of reinforeennowit. ------ gale, with padlock eye. 3. Minimum coverage for any renforcnq steel shod! be 2'. 04200.21 MASONRY UNITS, GENERAL: DRAW ell: E. Remove and repkx,r C.,*g crags mixed with foreign materials and defect!" areas. C. WbI'ied Ilia Mesh: Weldel plain cold-drawn steel wire fabric; ANSI/ASTW A185, 4 Welding for fobricat:dfl and 'Astdlotlsn and is not permitted. H. Privacy Slater: 2 3/8' wide x 3/8" thick redwood. (]IECKFD f3Y: F. After find rol[n% do nOt permit veh[culor traffic on pavement untl it has cooled D. Reinforcing Bars,: Defamed steel tare; ASTM A615. fabric A Manufacturer. Obtr�h masonry units from ant manufacturer, of unity min textk �s and 8. Install welded wire to as lor,q lengtf�a as ptartl.oble. Lop odpinhq pieces cola. and hardened. E. t�.,ard Posts Standard weight galvanized aloes[ pipe of nominal diameter Indicated 04200.22 Use Aluminum alloy steel wire ties spaced 12' o.c, for tying fabric to tertsion wire. at least two full mesh and lace splices with wire. MIDW TY� 04200.22 C()hICRF 1 MASONRY UNITS: 02513.36 SEAL COAT: or, drawings. J. Provide coocrete with a minimum 28-day compressive strength of 3000 psi using at 03010.33 INSTALLATION OF EMBEDDED ITEPS• n 0 ed (" A � (1 least 5-1/2 sacks of cement ptr cubic yard, 1' maxirmxn shm oggregate, maxnm w 4' A. Slice Manufacturer's standard units with nomhe, face dimensions of 16' long X 8" I�/I A. Apply scoat +.o wearing course In .accordance with Al MS-19. F. Comply with taqufrerrrents of applicable Division 3 sections far concrete materiys, slump, and 2X to 4% entrainair. Al Set and build into work anchorage declass and other embedded Items requir+d for (15-5/8' x 7•-5/8' actual). unless otherwise ;micated. ASTM C90, Type 1. Use 02513.37 TOLERANCES: curing materials and othr,-s as requirod. 02831.3 EXECUTION: other work that is attached to, of tnfpporled by, cast-•in-place concrete. standard block urnler,a one of the following is fhdlmted on the Drawings: FRAME 1. Six (6) percent air-er trdning odmlxtu►e required in all exterior r-muete. 03010.34 PREPARATION Or FORW SURFACK 1. Split foc:e. JOB raJer6tER A. Flatness: Maximum variation of 1 4 inch meosu►ed with 10--foot straight edge. 02831.31 INSTALLATION: 2 Stump etonr,. G. Comp[yy with re:;:irements of applicable DMow 7 sections for preformed expansion A Coat contact surfaces of fly ms with a form-coating compound before reinforcement Is 3. Fluted (j. Scheduled Cactpacted Thickness: Within 1/4--ir � pint fibers and "data. A Drip hdee for posts of minimum 8' diameter andsparcin shown. Excavate hole placed. depths 3" lower then post bottom, with bottom of poets sot not leas than 36' below ti. Special Shopes: Provide where required tot comers, jambs, control joints, headers, C. Variation From Taut Elevation: Within 112--inch. H. Prefabricated Sled I_lyht Pie Bests: Wthere nail to be filled with Cottrrett will fnish, grade surface. 03M0.2o5 FORM CIEMHNG. banding and other candti be supplied by the Owner. er special ons. MT011iPE 18511E DATE 02513.38 PAVEMENT MARKINGS AMD CAR BUMPERS: B. Center and align posts in holes 3" above bottom. Place concrete around poets and A. Clean torms to remove foreign matter within forma 04200.23 MORTAR AND CRt;1t1T MA.TERIAIS- I. Stone Base: Naturally or ortifrrdly graded mixture of naturai or crushed gravel, vibrate or tamp. Hold in vertical position during pincement orad finishing L 4! A. Anchor concrete ca bumpWR to pavement with two each 2' long dowels driven through crushed stme. naturd ^n Med sand compacted per Eurthwak Section operations. B. During cold weather, remove Ice and snow from within forms. C10 not use de-Icing A. Portland Cement: ASTM C150, Type 1, except Type IN may be used for cold weather V 93 tides in bumper into pavements and fill around dowels with concrete. salts Do not use water to dean Out forms, ulna forte Nraxtc and concrete construction. Provide naturae; color. 02515.?2 CONCRETE MIX AND DESK;rI. C Install brace assemblies so posts ore plumb when allogonal rod is under proper construction proceed within heated endosuie. Use compressed aur or other means to SHEET NUiKR B. Apply two (2) coats pavement marking pont with mechanico, equlp►rnent to product tension. remove foreign matter. B. Mortar A9gregatA: ASTW C144, Rxcept for joints lees than 1/4' use aggregate gr PACIFIC HWM., 11695 oded uniform straight edges. A. Comply with requirements of applicable Division 3 sections for concrete mix design, with 100% poscing the No. 16 sieve. -� and quality control. f). Install tension wires before stretching fabric and tie to eadi posts. P 2 BLIP 94-0165 C. Hydrated Lime: ASTW C207, Type S. 49 OF 56 �. j�1 T� r r 4FJTp i T T T r _1171177r74IF THIS DOCUMENT IS LESS Fl 1 (TTysT16 TFf� TT p-F SPT T � ]fi� 1 19 9 5 LEGIBLE TFJAN THIS NO'1'A'I'ION, � I JTr! g n �0n 11 1 AUGUST 3�0 IT IS DUE ICJ THE QUALITY OF No.;-6 THE ORIGINAL DOCUMENT'. S Z 8 LL hil 6 L 6 Z tEr+ L i i LI 8[ 9i iiiZT ii [ 6 L 9LI Q r £ 7. Ta�xkt�Illi Illl�lll 1111111, 11111111111111111111 IIIIIUII IIIIIIIII III�IIII IIIIIIIU I �i i ili►iilIIIIIII ► � ��I IIII IIIIIIIII IIIIIIIII IIIIIIIIIIIll Illlll�lll l� I�Illlll�ll�� II lU 111111 � � � s D. C>rart Course Aggregate: ASIIV C404. G. 'touch-Up Prins for iaalvrnizod Surfaces: SSPC 20, type I. 06100.13 REFERENCES DIVISl(>rl 6 -- WtXlO AND PLASTICS F. Use permanent bottom chord lateral bracing of 2 x 4 Iced flat at locction indicated on the drowhgs. Lay the bottom brocng perpendicular to the plane of the truss and Water Neon free of deleterious materials which would impair strength or band. A Comply with Product Standard 2 x lumber. SECTION 06192 PREFABRICATED WOOD TRUSSES instill on the top of the bottom chord with 2--16D naia of each trues. 05010.22 FINISH MASONRY ACCESSOPJES: B. Comply with Product Standard 1 for plywood or with applicable APA Performance 06192.1 GENERAL G Do riot set concentrated loodA otop the trusses until the nstailation and find nailing compistrd.bo A Prepare structu,W component surfaces in accordance with SSPC SP Standards. Standt ard for type of panel indicated. nr has or A Provide wN Sed rive rehfrvcinq units prefabricated n straight leemgths of not Inas 06192.11 RELATED OOf:t1NEJN i 5 of the entire roor sheath than 10', with matching ccfnr and tee units. �obncoie from cold-drawn steel wire B. Shop puns structural st,sel rriemberr. Do not prime field welded surfaces or surfaces C. Comply with Product Standord 56 for glued laminated timber. complying with ASTM A82, with deformed continuous side rods and plain cross-rod.,, in contact with conrreta. and a unit width of 1-1/2' to 2' less than thickness of wail of partitions 06100.14 PRODUCT HANDLING: A Drawings, ,�pociflcatlor,a, Division t aid Contract. DIv1514N 6 - wO00 AND PLASTICS C. in high humidity areas similar to Florida and Hawaii, galvanize structural sled B. Consult drawn for recommendoa configuration required profile with SEC CION 06200 FINISH (ARPENTRY 1. Truss type fabricated with single pat of 9 ga. side rode and 9 ga. continuous members inducing comectorr to ASTM A123 with minimum 1.25 02.sq ft. galvanized A. K materials dr at all times. Protect 9s Panel con ration and r ked truss oflogond ansa rods spoeed not more than 16' o.c coatingsu lieu of ah °ell Y against exposure to weather nail concoct minimum member exdm. shop priming. with clamp a r, , surfaces. 06200.1 GENERAL. 06192.12 DESCRIPTION OF WORK; a. r-O-Wall Standard. 05010.3 EXECUTION 06100.15 JOB CONDITIONS: 06200.11 RELATED LOCUMENTS: b. _ Prefdxfcated structural units wrisistng of metal Pluto connectors and dimension National Ore Products Corporation Standard. 05010.31 ERECTION: A A Fit carpentry work to other work; scribe and cope as required for accurate fit lumber assembled prior to delivery to the job site. A Drawings, Specificoticrns, Division 1 and Contract. Correlate location of furring, noilers, blocking, grounds and similar -auppcvra to Reinforcing Bars: Deformed steel, ASTM A 615, Grade 60 of the sizes shown A Allow for em.,;on loads, and for sufficient temporary brociny to maintain structure allow proper attachment of other work 06192.13 QUALITY ASSURANCE safe, phimb, c id in tn,e alignment until completion of erection and installation of 06200.12 DESCR1PTI0N OF MURK C. Budding Paper ed f 0226 No. 15 asphalt saturated felt a ASTM D227 Na. 15 pernhanent bra Ing. 06100.2 PRODUCTS A Provide wood truaaes meeting the design and fabrication criteia of 'National Design A Finish carpentry includes carpentry work wnoct, is exposed to view, and is cod-tar-soturoted felt. B. Do not field al or alter structural membra without approval of Architect. 06100.21 MATERIALS: Specifications for Stress-Grode Lumber and Its Fastenings' by National Forest non-structurd. Types of finial carpentry work in this section include: Products Association (latest risvision); "Timber Construction Standards" by American D. Cleaning Solution- Na.--aciobc, not harmful to masonry work a adjacent rmaterias. Institute of 'Timber Construction (latest revision) the came as if these I. Exterior trim. C. After erection, touch--up all damaged finish surfaces. A. Nomad sizes are indicated, except as, shown by detail dimensions. apeccificationt and all their references were set out in full herein. 2. Plastic laminated co W nets, countert s and ba uP cksplashea. 3. Wood shelving. 00.25 MORTAR AND GROUT MIXES: D. Place specified grout under all b,ise plates. 1 Provide dressed lumber. 54S, unless oth"m indicated. B. Fabricator Established firm regularly hvoNed in the engineering and fabrication 4. Prefinishacl paneling. A. Do not lower the freezing point of mortar at q,out by use of admixtures or 0501032 ERECTUN TOLERANCES: 2. Provide seasoned lumber with 19% maximum moiste odressing. moisture content at time of the type trusim reouired and subscribing to Truss Plate Institute (T.P.I.) . anti-freeze agents B. From;ng (2 X 4, 6 & 8 Interior): Construction grade Douglas Fir, Western Hemlock or In-plant inspection. 06200.13 QUALITY ASSURANCE 1. Do not use calcium chloride in mortar or grout. A. Maximum Variction From Plumb: 1/4-" per story Skwttern Pine. 06192.14 MINIMUM DE941iil CRITERI,c A Perform work in accordance with AW Premium Quality Standards. B. Maximum Offset From True Alignment: '/4-Inch. C. Structural Framing (4" ilk 6" Nomnd Thickness): No. 1 Douglas Fir or No. 1 K.D. A Design plates, lumber and con r•tion In accordance with the approved values as 06200.14 PR(OUCT D[.UARY, STORAGE AND HAN)UNG: B. Mortar for Unit Masonry. Comply with AS1M Cimit omentAi Srati it by , except Southern Yellow Pine with minimum fb - 1500 p.s.i. accepted by local code authorities limit materials to those specified herein, and limit cernhent/lirrne ratio by volume as follows: DIVISION 5 -- METALS D. Headers, Rafters, L A. Protect finish carpentry materials during transit, delivery, storage, and handing. ,e I edgers, nail Exterior 2 x 6 MA1Ns No. 2 Croce Douglas Fir or No. Repetitive member stress increase s per•Witted for trussss 2'-9" u.c. (lumber only). 1. Type S Over 1/4 up to 1/� port lime per port of Portland cement. SE.CT:ON 055M MET2 Dense K.D. Southern Pine with minimum fb . 150 p.s.i.AL FABRICATIONS C. Design live load for a minimum ') P.S.F. (20 P.S.F. where allowed by ;ceal code) 06200.15 JOB CONDITIONS. I� C Gait for Unit Masonry. Comply with Ar-' _476; 3000 psi; strength at 28 days; 8-10 05500.c GENERAL E. Plywood Panels APA performance -- rated panels complyingwits requirements with indicated for grade designation, span rating, a re durability :3assification. greater loading a required by lord code owthorities. Add meo:tianlcd A Do not Instal Intens finish carpentry mat-wims until the building is weather 11 inches s1urnH Identify each nail with xpoau y '� equipment Icwd to live load tight and wet work hos been 05::00.11 RE!_AiED OC4`l1NEWTS: Y P appropriate APA trokiema'k 9h completed h installation oreos, D. Maintain spacing indicated on the drawings with design calculations based on 2'-B' B. Perform installation of all finish carpentry mczterfais to coordinate with 2DG.3 Ef�CIiTION 1 Will Sheathing: finishes without undo exposure. A. Drawings, Specifications, Division 1 and Contract a.c spacing application of 04200.31 INSr+LI_AIION GENERALA, Exposure Durability Classification. Exterior. E. Duration loud increase of 152 maximum for snow conditions Is permitted (lumber and 06200.2 PRODUCTS A. Thickness: Build sin a-w 05500.12 DESCRIPTION OF WOR, K b Spark Rating: 24/0 (16/0 for curvaid members). 91 yU,e wills to link actual thicocness of the masanry units, connectors inclusive). using units of noxnirrd thickness shown or specified. MATERIALS:A. Shop fabricated ferrous meld items. 2 Roof Sheathing: ( F Deflection is limited to L/240. 06200.22 NATE Li Qat masonry units with motor-driven saw designed to cut masonry with dean sharp, B. Trosi, endosarc gates. a. Exposure Durability (lossuficution: Exterior 06192.15 SIJBIrIlTTAL: creased a worked orad creased kuru mer.A Nomad sizes ore indicated, exct., as shown by detailed dimensions Protide Li unchipped edges. Cut units as required to provide pattern shown and to fit b. Spon Rating- 32/16 adjoining work neatly Use full kxnits without ,sitting wherever pozsible. C. Aluminum ladder. A Forward two conies of the deaf C. F. 'ermite Shield at all Exterior Walls 20 youq�r sheet meld with ohot-dip zinc Region Coo copies /shop drawings and structural calculations to the B. Provide krTn-dried lumber having a moisture con.ent not creator than values e configuration indicates. Deportmen for permanent files. Note the following information required by the applicable grading rules. Do nit ret concrete masonry units D Aluminum base coatingane mechanical) broke to confi on the Drawing and calculations. D. Frozen Materials and Wok Do not use frozen materials or materials mixed or coated E. Stainless steel late. C. LYtenor Trim: 'C Select' (IMP-Choice) SS Dcuglas Fir or Southern Pine. p G. Fasteners and Anchors- Size, tyke matewl and fincsh o3 ndicat^d. Provide molal 1. Name, seat and/or registration numh'sr of u structural engineer licensed of the with ice or front. Do not bold on frozen noxi. Remove and replace masonry work hangers orad framing anchors of the size and type recommended b tint manufacturer.damaged by frost or freezing. F. Stainless steel will covrrin Y place where the project is located. D. Shelving Material 9 Provide hot-dip zinc coated fasten" in contact with sticro, used with floor 2 Design and fabrication data. plates, and exposed-to-weather fashion 3 E. Pattern bond Metal connectors: Manufacturer, size, gouge and location. 1. A-A rteri�,r grade Daglos Fir plywood with slaxi id wedge band (exposed edges). Lay masonry ir naming bond with verticil joint n each course G. Catch bash frame a,' ��ate. mem 4. grading far each ter. 2. "pear' S4S Dorados Fra Southern Pine. centered on units n courses above and below. Bond and interlock each course at Lumber corners, unless otherwise shorn. 05500.2 PRODUCTS H. n high humidity areas similar to FlarfCo a,d Hawaii, hot-dip galvanize all meld 5. Pitch, span and spacing of trusses. hangers, anchors, and fasteners. I 6. Design loading and allowable unit stress increases E. Plastic Laminate Cabinets, Counter-tops and Bocksplashes 7. Tension or compression force for each member. F. Loy-up rolls plumb and true and with courses level„accurately spaced and I 05500.21 MATTRtALS: I. Building Pape: Two layers of 30# asphalt saturated felt, non-perforated for 8. Building size and address. 1 Exterior grade plywood of minimum 3/4* thickness_ coordinated with other worts. ha'zantal and sloped surfaces. 9. Handing and erection instructions. Z .039 thick, General Purpose Type (high-pressure) plastic Jamin ate watt' A. Steil Sectians HSTF A36. Gyossometer ratiny lengthwise of Cf-2 G. Stopping and Resuming Wok: Rack back 1,'? - masonry om14 length in each course; do J. Glued Laminated Reams: Construct of any softwood lumber meeting a exceeding 061°2.2 PRODUCT5: 3. Fabricate countertops and backsplemsfnes �� single units. not tooth. Clean exposed surfcicm of set masxnry, and remove loose masonry units B. Steel Plates: ASTIR A2E3 Fb=2400 p 3.r., Fv - 165 p.s I, Fc (tensior face) = 650 p.s.i, F"c (compression and mortar prior to laying fresh masonry. face = 650 psi. and E =1,600,000 p.s.i. (U.B.C. 24 F-V4). Use waterproof adhesive 06192.21 LUMBER: F. Prefnished Paneling: C. Steel Tubing: ASTM A500, Grade B. and rind seder. Provide units rnanufocturtd by AITC - licensed firm; industrial H. As the work taborprogrs�fill twirl-h items awirspedred under thio and other sections of grrde NTC 110 with a combo of 1600-R. A Use lumber bearing a grade-mark stomp ndicoting type grade, mill and grading 1. FTbergloss reinforced polyester ponds 1/8' thick with pebble grained finish these speciticatims filer in sillily with masonry around built-in ;toms, D. Steel Pipes: ASTM A53, ��e B agency. Provide all tap and bottom chord members of each cru era bearingrode-mark 04200.32 MORTAR BEDDING AND JOINTING: 061()0.22 WOOD TREATMENT: in place upon delivery, to the )ob site. a g and matching PA, moldings Colors e>8 indica ed or selected by architect.Bd,s, Nuts a,d Washers: ASTM A325. G. Prcvide nails, screws and other anchoring devices of the proper type, size, material and A. Where lumber or plywood is indicated as 'Treated', or is specified herein to be B. Minimum nomad lumber size is 2 X 6 with top and bottom chcr is sized larger as finish for applkation indicated to provide secure attachment, concealed where ,possible. A. Mix mortar ingredients for a mnlmum of five minutes in a mechanical batch mixer. F. Welding Materials: AWS DI.I; type required for materials being welded. 'Treated', comply with applicable requirements. Mak each treated item with the AWPB Use water dem required by design. The minima►n lumber and free o' deleterious materials which would impair the work. Do Quality Mark Requirements. grading acceptable is not use mortar which has begun to stt, or if more than 2-112 hours has elH. Pr,vide cabinet hr•,dwdre as indicated an drawingsapsed since G. Aluminum: 6063 - T5 alloy. - Initial mixing. Retomper mortes 1, Top Chord: Na - KD19 Southern Pine or Douglas Fr Loch MC19.during 2-1/2 hour period as required to restore rorkaDdity. 1. Pressure-treat obvve-ground items with water-borne preservatives complying with 2. Bottom Chord: ilio. 2 KD19 - Southern Pine or Douglas Fir - I.orch MCI 9. 06200.3 EXECUTION H. Stainless Steen. Match type min thickness of kitchen equipment. AWPB LP-1. After treatment, kiln-dry to a maximum moisture content of 19%. 3. Mansard Chords: No. 2 - KD19- Southern Pine or bougtos IT •- Larch NC19. Treat indicated ;toms and the following: 4. Web Members" No. 3 Dry 19 - Southern Phe or Douglas Fir - Lord 'C19. 06200.31 INS T ALLATiON r n B. Lay hollow concrete masonry units with full mortar coverage on horizontal and I. Gatch Basin Frame and Grate: Neenah R-2533 catch boon frcme wrrr� type `A' grate. 1.• vortical tone shills also hod webs in mortar l sns dng�nc course an to wine and a. Wood sills sleepers, blocking, furring, stripping and similar conceded C. Hem-Fir lumber is ..-)t acceptable species of lumber for chords or Hieb members. A. Discard units of rraterid which ore unsound, warped, bowed, twisted, or too small to --� foundation wills and n all course of piers, columns nail piasters, erne+ There J. Shop and Touch-Up Primer SSPC 15, Type 1, red oxide. member in contact with the floor or foundation, fabricate work. adjacent to cells a cavities to be reinforced �r to be rHe!d with cac;rete c b. Wood curbs, blo*ing and noilers located above the roof sheathing. D. Do not use lumber that has a slope of grain exceeding the standard 1' slope to 8' nun. � � K. Touch--Up F rimer for Galvanized Surfaces: SSPC 20, Type i. B. Instal the work dumb, level true and stn h no distortion. Shim as C. Joints Montan 3/$' joints and cut flush. 05500.22 FABRICATION B. Nilo a gluts laminate units with heavy nd-c tian coot of penetrating sealer on oil E. Dead knots ore not accepted in any lumber. required using conceded shims. Install to attolerance of 1 iA" in 8'-0' for plumb ~' � 9 p eu aces atter fabrication, sanding unci end-coat soiling. and leve! countertops. I-- 04200.33 HORIZONTAL AND VERT1CrcL JOINT RE;NFrRCIKG: A. Fit and ctnap asQernble n largest practical sections, for delivery to site. 06130.3 EiitCUIiON 06192.22 CONNECTORS: C. Scribe and art work to fit adjoining wori:, and refinish cut surfaces or repair A. Provide continuous horizontal joint rerntorc as shaven and specified. Fully embed B. Fabricate items wiih joints tightly fitted and sscured. 06100.31S A. Manufacture all truss connector plates frorn onli prime commercial quality galvanized ":Yndgesd finish at cuts. rn� INSTALLATION: I sheet of no less than 20 gouge (0.036') thickness with a minimum yield of 33,000 U Ion99ltudne aide rods h mortar for their entire length with a minimum cover ofP.S.I. and a minimum ultimate tensile strength of 48,900 P.S.I. Provide corrosion D. Instal trim with minimum number of joints �--� 5/8' an ortolan side of walls and 1/2' at other �ocrrtirna Lop reinforcement a r Grind exposed welds flush and srmooth with adjacent finish surface. Make exposed A. General: la possible, using full-length pieces. minimum of 6' at ends of units. Do not bridge control and expansion joints with joints butt tight, flush, and hairline. Ease exposed ed to small uniform radius. resistant coating of 1.25 oz. per Square foot, commercial doss, hot dipf,ed Stagger joints in adjacent and related members cape at returns, miter at comers equivalent Conform dl connector$ with design specifications for and use scarf joints for end-to-end joints. reinforcing, as otha,Niae indicated. Provide continuity at arnea and rill y p � 1. Set enter work accurate) to r lied levels and Ines, with members plumb light meld pbto connected wood trusses b Truss Plots Institute. Intersections by use of prefabricated 'L." and 'T� sections. Cut and bend units as D. Exposed Mechanical Fastenings: Flush countersunk screws or bolts- unobtrusfvsly and true and accurately cutandfitted. y E. Anchor finish carpentry, work to blocking with countersunk, conceded fasteners and directed b marnufoct rer for continuity at returns, offsets, and other y Y Y special located; consistent with des of kompanent, except where spexiFicdiy noted 2. Securely dttoch carpentry oak to substrate by anchoring and fastening as B. Provide each plate bearing the stamped name of the manufacturer furnishing r:he blind naing as required for a complete installation. Use fine finishing nails fa. ccndftirx►s otherwise shown. Countersink nail heads one exposed W xp carpentry elect and ill halos. 'lse engineered truss design. exposed nolings, countersunk and filled flush with finished surface. common ire nails, except as otherwise indicated. Select fasteners aT suz e B. For single-wythe walls space reinforcing at 32" o.c. vertically. E. Supply components required for anchorage of fabrications. Fabricate anchors and that will not penetrate members where opposite side will be exposed to view or C. Where Held connections of taws sub-assemblies ore neceusary, special nail oxer F. Install 04200.34 CONTROL J[NNl`a relate+ components of some materiel and fi,mish as f;#xrcation, except where will receive Finish materials. prefinished oaneling n ooxordaice Ath manufacturer's instructions usir r n specifically noted otherwise. spllcx platen ore acceptable, providing the plate sizes and posftic.ns are shown on the manufactures adhesive, *9 and suggested na4ng. Instal division, corner V 1 the truss engineering design as approved b the truss late manufacturer. moldings supplied y poneiing manufacturer for cola and design of Y p and edge mddin as su red b B. Stud Framing: g ` panelin . A. Provide vertical control joints ort maximum 20-feet o.c. F. Provide trash endoauo-e gates with hordware indwated ar drawings. 06192.23 FAS"fEJVERS AND ANCHORAGES: 1. Provide stud frau' as shown. P.ovide single bottom ace and double-t G. Anchor countertops securely to base units and other support systems using concealed 04200.35 PARGING: (Below-anode ala only)* 05500.23 FINISHES: piates 2' thick by framing of studs. Nail or anchor atm to supporting � Pl A Provide size and type of noils, screws, bolts, nuts, womh" and unc!kwrng devices screws. Seal tioamt between badcsplashes and vertio dAorizrnid surfaces with construction. as noted on the drawirngs continuous silicone rLN>ber cedant A. Dampen masonry walls prior to Parana. A FERROUS METALS: 2. Construct corners and intersections with 3 studs. Provide miscellaneous c blocking and framing as shown and as required for support of facing materials, 06192.24 FABRICATION: 06200.32 ADJUSTMENT, CLEANING, FINISHING AND PROTECTION: B. Scarify each paging coat to ensure 1`0 band to suDreoxioht coat. 1. Gem surfaces of rust, scale, grease, and fore* matter prior to finishing. fixtures, specicxty items and trim. Z Do not finish surfaces in direct contact with concrete or where field welding A Accirately cut all truss members to length, angle and true to line to assure tight i Repair or replace damaged and defective finish carpentry wale whenever possible to IEMB C. Parge masivery walla in two uniform coats of muiar to a total thickness of 3/4-inch. is required. a Provide continuous horizontal blocking row at mid-height of walls, usiig 2' pints for %!shed trust. 3. Prime point Items with one coat thick members of same width as wait or partitions. eliminate defects bzinctiandly and visually. D. Steel to:wel skkrfoLis smooth and flat with o maximum surface variation of 1/8-inch 4. Galvanize items axposed to weather with minimum 1.25 oz. sq. ft. zinc coating. b. Wood axfls, blockingand nalers located above the roof sheathing y press connector plates Into loch side of the joints using o minimum B. Clean finish carpentry work on per fore'.. 5. In high humidity areas simllor to Florida and Hawaii, gyalvanize all item with 9 B. Simultaneously arpen y exposed and semi-exposed surfaces. Touch-up minimum t 25 oz. sq. ft, zinc coating in Ileo of prhme coat ant. vertical pressure of 50 tons while dl truss members ore tightly clamped to special jigs. shop-applied finishes to restore damaged or sdid arson E. Strike 'op edge of F•rghg at 45 degrees. P 3. Frome openings with headers, beams, columns o posts of multiple members of B. Aluminum: size and quantity as noted on drawings. Set heoderdepend an stiHrmeas of the metol connector a and beams on edge and C. No open joints which plate to transmit Wort as noted b not less than width of studs Extend stud full ho' ht of 04200.36 POINTMG AND CLEANING: will at each end o�header and beam. � stresses all be allowed. A 1. Ladder : MAI finish. DIWSION 7 -- THERMAL AND MOISTURE PROTECTION D. No wane or knots may sate dint t or connerciion uncle the nail plate. Pointing: During the coding of points anlage any vnukis a holes, and completely a. Headers and posts to be noiled units of woad members. flee nods of SECTION 07200 INSULATION fill with mortar. Point- up all saints at comers, openings and adjacent work to C. Stainless Steel: Match finish of kitchen equipment. sufficient length to penetrate oil members. Nail from both rides with two E. No more than one (1) live knot of a size specified and conforming to the prop%r provide a neat, uniform appearance. rows of nails on each side and space nails 12' o.c. stoggared over grade rr, .k will be accepted n total between the two members jonted at a single 07200.1 GENERAL B. Gean:nn: Remove excess mortar smears as work r 05500.3 EXECUTION g connection. _ - p o¢essee. Replocx defective lengths. mortar. Match odpount work. Gear exposed soled surfaces with clewing solution. 05500.31 PREPARATION: C. JOIST FRAMINC: 07200.11 RELATED DOCUMENTS: Use noxa-metallic tanto n deanng operations. F. Permanently stomp each truss with the Home and address of the tarso fabricator. - A. Clean and A. Drawings, i trip primed stool items to baro meld There site welding is required. 1. Provide framing of sizes and spring shown. Instill with kinin edge up and G. Clearly mak a frog each truss indkotIn g , Specificatiaxns Division t and t:ontrnct. -- g pants of pick-up. Wort ends of each member with joist hangers of 1 1/2" of bearing on wood or 07200.12 DESCRIPTION Of W.�*K DIVISION 5 - METALS B. Supply items required to be coat into concrete a embedded in masonry with settinggmetal and/or 3" on masonry where oppllcable. Do hot notch in middle third of H Band al trusses to ether fa yin templates. 9• ipment to the join site. SECTION 05410 S1T2UC'URAL STEEL pests; limit notches to 1/6 depth of pst Oo not bore holes larger than 1/1 A. Extent of Insulation work Is shown on drawings, be generic names or by 05500.32 INSTALLATION: _ depth of joists or locate closer than " from top or bottom I. Nail multiple trusses of two units together Com both sides with two rows of nails abbreviations. Applications of nsulaiian specified include the following:05010.1 GENERAL on each side of toe, bottom and mansard dnord spaced 12' o.c. staggered over length wall rigid Insulation.D. INSTALLATION OF PLYWOOD: and one r1Foundation ow at 12 o,c. euch side of web members. . on A. Instill lioerns plumb nail level, accurately fitted, free from distortion or defects. 05010.11 RELATED DOCUMENTS: 1. Install roof sheathing with face groin across suppar'.s using panels corrtinuous J. Bolt nmuitiple trusses of three units together with 1/2" 4_9. at 24' o.c. for top, 2. Blanket/batt budding insulation.insulation.B. Field weld components indicated o,^ drowiirys. over 2 a more agmina with eno, jontt between pcnele staggered and located over bottom and moneord chord and one each web. 07200.13 ENMWI RONNENTAL REREMENTS: A Draw", Spr�iffcatiana, Division 1 and Contract center of %pports as noted on shear ocill schedule, Provide edge bimking as C. Perform field welding in accordance with AWS D1.1, rooted and support unsupported edges with ' I 06192.3 EXECUTION A. Do not instill id insulatkn adhesives Men temperature a' weather conditions ore 05010.12 DESCRIPTION OF WORK: g p yNipa elsewhere Use nolle as noted on shear wait schedule. detrimental torigid i ss la Installation. p D. After erection, prime welds, abrasions, or,! surfaces of ferrous/metal not shop 2. Install wall sheathkig vertically *pith long edges parallel to and centered over 06192.31 STORING OF TRUSSES A. Structural steel, bolts, and welds. primed or galvanizes.., except surfaces to be in contact with concrete. studs. Provide solid wood blocking wherever and joints do not hear against 07200.14 PRODUCT HANDLING: DRAWN B7 framing 9019 oc plates Stagger horizontal )opts. Nuil to each iuprort A. Set trurnes stored prior to erection h verticil position with support at final OS010.1, QUALITY ASSURANCE: around perimeter at edge, end supports, and of Intermediate air on rmPParts as noted bearing points and braced to eliminate unusual bracing or tipping over, A. Do not allow insulation materials to become wet, soled, or covered war,: ice or CHECKED BY: A. Fabricate structural steel err+Mnaw' ccardance with NSC Code of Standard DIVISION 6 - WOO() ANC PLASTICS on show wail schedule, use nails as noted shear wall scnedu;e. 3. Allow 1/� open space between edges and ends of adjacent yC^e,v for dl B. K snow. Comply with manufacturer's recommendations for handing, storage and Proctice. sheathing sell al banding paned ex+ trusses at the tdrirator's plant intact until protection du,,irmg installation. BULDW Tn1'E SECTION 06100 RtR/GF1 CARPENTRY' installation, B, Cxnform welding with AMS 01.:. 46100.1 GENERAL E. GLUED LAMINATEDLAMINATED BfAMS: 06192.32 TRUSS INSTALt.A110N: 07200.2 PRODUCTS � ! U H C. Use weltimrs holding valid certifrcatee issued by accepted testing agency. 1. Install h compliance with AITC 108 'Standar( for Heavy Timber Constructiam", A Lift trusses in the vertical positbci vith extrema care being taken to 0im07200.21 MATERIALS:inote 05010.2 PROf>t)C15 061C).11 RELATED DOCUMENTS: 2. Do not cut beams In the fiMd except for fastener drilling and other minor horizontal bending which would darru.7e truss intecrity. FRAME cutting. No holes ore to he rut true units h field. A. Rigid Insulation: Extruded pdystyrerme pkratuc board insulation with integral high density skin; minimum 30 p.s i. compressive strength; k-value of 0.20; 0.1% maximum JOB R A Drawings, Specifications, Division 1 and Contract 05010.21 MATERIALS: F. MISCELLANEOUS INSTALLATION: B. Use a spreader bar to lift the truss with the minfnwm length being ane-half the water absorption; manu fact ur or's standard lengths and widths.06100.12 DES(2iIP11ClN OF WORK tru" length. Connect sling lines 4Nrticaly downward from the two ends and the A. Rolled Sections and Plates: ASTMA35/A36M, except There specifically noted an 1. Punch termite shield to fit nacho Dolt locations and mid-point of the sFreader tar providing a three pont pick-up 1 'Styrofoam SM' by Dow Chornicd U.S.A.il set in a bed of bitumen drawings. A. Roongh c2. U.C. Indust* 'Foamulor 400', which is ge,,carpentry Includes carpentry work not specified as part of other sections and cement C. Coxnploie installation of the Inusses bI experienced craftsmen intoning suggested ' .:�±Iy not exposed, expect as otherwise Indicated. of work in this 2. Apply two layers of 30/ buddirg paper to of horizontal sur'.7ces to receive a idelkles of the fabricator. Complett, anchorage indicated on the drawing a3 the B. kllneroi/Glass• 'bar Blonket/13att Insulation: Inorganic fibers formed Into flexible PROTOTYPE ISSUE DATE B. Stnuctu:d Tubes: ASTM A500, Grade 8, FY= 46 k.s.i, section include rough cwpentry for: stucco finish. Lop dl building paper 4' at edges and ands with nails at 6' ryas Installation progrsases. reellent t a^wets; density an indicated. but 1.0 pound mnirxrrrh; k-nAh1e of 0.27; o.r.. at all studs manufacturer's standard lengths axil widths as required to coordkxrte with spouse to 6 - 4- 93 C. Bolts, N,1fs Washers, aid Anchor DrIts: ASTM A--307. 1 Wood framing/(hued tominated Beams. 3. Install telephone aced electrical panel bards with plywood shecthing materkl D. Install trusses straight tend plumb using a string the between supports and a level 5e Insulated; Type Il, reflective aluminum fol facing with integral nailing 7. Woad ound& nallers, blocking and sleeper. where reykrired Chrarsize the panel by 12-inches on all sides. at each txacing and booing loxotian to oeaure accuracy, flanges, at exterior wall and roof Insulation Acme spread rating of 25; R-11 for D. Welding Materials AWS rH.l; type reaquiyd ,or materials bung welded. 3 Wood u►ring. interior walls; R=19 for exterior r,.h11s R=.b fpr roof irsuialion. SHEET NUMBER cement, E. Use temporary top chord lateral bracing of 2 X 4's laid Fol installation at quarter pokhts along E. Grout: Non-shrink type, pin*-mixed coxnnaJnkl consisting of non-rnetoM!c aggregate, the length of the truss. Rrmove tanporay hrbracingasinstallationofinstallatiothecement, and water reducing and plastic zing additive.. F. Shop and Touch-Up Primer: SSPC 15, Type 1, red oxide permanent sheathing progrereas. SPS P,,CIFIC HWY., 11635 BLIP 94-0165 50 OF 56 i IF THIS DOCUMT'NT Is r,Ess T=1 � � ' ' =T=TT-IT lilt �-i��11 � � mjlr1 �r11T� IT� /� �+ T1. �LEGIBLE THAN THIS 1\10"'n't'ION, --_ ___I_-__._�__ 8 lU 11, i 1G AUGUST I �� 95� 11' IS DUE TO THE QUAI�I'PY OF' ---L ---- -- � No.36 �'� .� 1 TrtE ORIGINAL DOCUMfN'I'. - _ IIII IIIIIIIII IIIIIIIII 111111111 IIIIIIIII IIIIIIIII UIII�II IIIIIIIII IIl�llll IIIIIIIII IIIIIIIII IIIIIIIII IIIIUIII jI�II II I111111I1111 11.1 IjIIII(Il I I II111�ILIllll.i ljI,�� 1 111111 .� W1�111111�11111111�jll� limit ►I 07200.3 EXECUTION DIVISION 7 THERMAL AND MOASTURE PROTECTION 07320.23 SHEET MATERIALS. J. The responsibilty tax proper iristallotkm of all components of the r•pofny system J. Fastenas for Buse Flashing lies with the Contractor. Inform the Owner of any conditions detrimental to the 07200.31 INSPECTION: SEC110N 07310 ROOFING TILES A. Eave (Ice Don) Protection- ANSI/ASTM 02.178, Type IV glass Aber kits. Provide c,,iality of construction or long--torm performance of the roofing system and do not 1. iype Minimum 11 gwgo, barbed, galvanized with minimum 3/8' head. One Inch re wheclimotk: conditions cause condensation to freeze under tic. p,oeeed with the work until the conditions are Corroded. diameter tinca a or intWal heads must be used for base Aoehng secuirement. A. Installer must examine substrate and ax►ditian under which insulation work is to be 07310.1 GENERAL 2- Manufacturer. Submitted and approved Manufocturr perf:xmed and must notify contractor of unsatisfactory conditions. U^3aruyment See Section 04100. 07510.14 SIANI FTA 07310.11 RELATED DC1ii1MENT5: C w 3. Size: Sufficient lervgth to penetrate 3/4' :nnbrhum. 07200.32 INSOALLAT)ON: 07320.24 ACCESSORIES: A Submit to Ara,'%t Prior to Pre-Applicotion G►inference and Job Start: K. Cant Strips A Drawings, Specifications Division 1 and Contract. A GENERAL: A. Plastic Cement Asphalt type with rnineual Aber canponents, free of toxic solvents, 1. Maternal Safety DatG Sheets (MSDS) for all productli containing "Hazardous 1. Motorial: Wood fiber, perlite or soft wood arbor. B. See Section 06100 for uuiding paper capable of setting within 24 hours at temperatures of 75 degrees F and 50 percent RII. Materials' as defined on lists issued bi both the Fedtrol and State 2. Manufacturing Standard: ASTM C 208 or ASTM C 728 I. Comply with manufacturer's instructions for particular conditions of govenxne,its. Maintain copies of MSDo aheete at the )ab site. 3. Shape: TrkyWir Installation in soch case. 07310.12 DESCRIPIIahN OF NKIRK: B. Sadant- Non-aciaic, urethane, one port sealant. 2. Current product literature, installation specAcatbns oW details. 4. Minimum size on Horizontal and Vertical Sides: 4 ln&.ee. 2. Extend insulation full thickness as shown over entire oreo to be insulated. 3. Where rooting or flashing ,equieinnents very from these described herein or on Cut and fit tightly around obstructions, rand fill voids with Insulation. A Extent of ties is shown on drawing and is hereby defined to include units employed C. Battens: Provide one of the following per tie manufacturer's sp dkotionir detalis, submit shup drownppa and/of speclfiootions to describe proposed L. Protection Material 3. Apply a angle layer of insuiotion of required thickness, unless othorvrse as weather protection for walls as wall, as for roots. Types of tie applications modifications prior to job start. shownspecified include: 1. Wood: Iwo--inch by two-inch nomr.,ol, ripped from Douglas Fir or equivalent 1. Material: Roof protection material composed of chopped ribber particle and softwood, preservative treated to A.WPA, Treatment C2 using water bane B Submit Dur" Project: synthetic bindom B. Rigid Insulation 1 Concrete roofing tiles pprrerservnr�•e with 30 percent retanoge. 2. Manufacturer and Brand Siplast !rafbioc a- o4ud. 2 Steer. Minimum 28 AAG galvanized steel formed into a "hot' section shope. 1. Asphalt certification or bills of lading to show manufacturer. ASTM I. Set unit, wocoordance with manufocture+'� instructions. 07310.13 JOB CONDITIONS Minh ,- 1 1/2 .rich high. designation, squiviscous temperature (EVT), finished blowing temperature and 07510.23 St.UNARY OF MEMBRANE COMPONENTS W point with each delivery. C. General Building insulation: A Proceed with tiling work only after substrate construction and ponetratng hank have D. Batten Fastnerw 2. Any shop drawings or other requested nformatW. A. Cap sheet surfaced fiberglass built--up roofing secured over plywood da-* beer+ completed. I. Apply insuiotion unit to substrate complying with manufacturer's 1. Wood: 16D vinyl sinkers or equivalent power divert nails. C. Submit Upon Completion: 1. Summay of moiands per 100 square feet (weight;, shown are nnminel): recommendations to provide permanent plocerrunt and support. B. Proceed with tiling work only when weather conditions are in complicance with 2. Steel: 3/4 - inch Tek or equivalent screws. 2. Set vapor borrier to warm side of construction. Do not obstruct ventilation manufacturers recommendations and when substrate Is completely dry. 1. 5 year Contractor Warranty. a. Mechanical Fasteners An required spaces, except fox firestopping. E. Deck Tope: 2 - inch wide alurnirrum cooled doth duct tape with adhesive backing. 2. Letter of certification stating that the products and installation performed on b. Rain Sheet 6 Lbs. J. Provide continuous support of insulation with netting as indicated to maintain 07310.2 PRODUCTS the project comply with contract requirements, that any punch list items from C. OC Parma Ply No. 28 (secured to deck, .5 Itis. position between trusses at top chora elevation. 07320.25 FLASHING MATERIAL`.-,: the find inspection have been resolved and that the w(r* is complete. d. 3 plies OC Parma Ply IV 30 lbs. 07310.21 CONCRETE TiLE ROOFING MATERIALS: e. OC Parma Mop �piy masts) 75 lbs. k Sheet Floshing: 28 AWG gdvanaft or bonderiied steel Provide equivalent gauge 07510.15 REF1rRENCES f, OC Parma Mop cop sheet) 25 Itis DIVISION 7 - THERMAL AND MOISTURE PROTECTION A. Extruded concrete tiles and the fittings (ridge, top filler, save closure, etc.) copper or stainless steel flashing and nails in high humidity areas simfor to g. OC Perma Cap glass Cap Sheet 75 Ibis. SECTION 07240 EXTERIOR !"iSUlAT10N AND FINISH SYSTEM shall bo Double Ronan Barrel in terra cotta flashed as manufactured by Lifetile. Havoi am! Flaida. A. American Society for Testing and Materials (ASTU) TOTAL WEIGHT: 236 LBS. I. Contractor may obtain pricing from Ufet& (714) 822-4407 in CA B. Bitumnons Pant: Acid and alkali resistant type; black color. 1. D41 Specification for asphalt primer useel in roofing. 07240.1 GENr:RAL 2, Alternate Mission 'S' tie from Monier Tie: (813) 676-9405 in FL 2. D312 Specification for asphalt used in roofing. 07510.24 SUMMARY OF FLASHING SYSTEM COMPONENTS 713 1 n 71-2634 TX C. Flashing Nails: Standard round vire roofing type, hot-nipped zinc coated steel; of 3. D2178 Specification for asphalt gloss felt used n roofing and waterproofing. 07240.11 RELATED DOCUMENTS: 714; 7371-3888 in CA sufficient length to penetrate through roof sheathing. 4. D2824 Specification for aluminum roof coating. A. Base Flashing: 3:11) 135-8822 n NO 5. D3909 Specification for asphalt roofing (glass felt) surfaced with mineral A. Drawings, Specifications, Division 1 and contract 073,V2 .26 FLASHING FArBRICATiON: granules. 1. 2 axdditional ply sheets B. Asphalt Saturated Felt Two loyera of 30f 6, D4586 Specification for asbestos-free asphalt roof cement. 2. Cap sheet flashing sheet 07;10.12 DESCRIPTION OF WORK: A. Form flashings to profiles ndioated an drawings, and to protect materials from 7. D4601 Specification for glass fber base sheet- C Nails for Tiles and Beats. 11 gauge copper ring shank nail in length to give physical damage and shed water. 8. E108 Fire Teats of roof covering. B. Wall Covering: A Provide all labor, material and equipment neu aar-y to install the field applied proper penetration. flnlsh system. B. Farm sections square and accurate to profile, in maximum possible lengths, free from B. Underwrifer's Laboratories (U.L.) Building Materials Directory, 1. AW.5tio►d boa. sheet. D Nails for Felt: Hot-dipped zinc-coated 11 or 12 gauge barbed shank, minimum 3/8" distortion or defects detrimental to appearooce at performance. 2. Cap *hoot flow+ng sheet- B. heetB. Description of System: An exterior insulation ord finish syoterr consisting of diameter head, shorn pointed conventional roofing nails, in length to penetrate C. Manufacturer's Current Applicable Roofing Specifications Catalog. adhesive mixture, insulation board, reinforcing mesh and field applied finish, sheatrinq. C. Hem exposed edges of flashings minimum 1/4-Inch on underside. C. Flange Stripping: 07510.18 PRODUCT hANDiJNG C. Definitions: E. Plastic Cement for ;•able Rules: Won-running, heavy body plastic cement composed of D. Apply bituminous pair+ on wcaded surfaces of flashings. 1. 2 additional ply sheet& asbestos fibers, ospr,,," and other mineral Ingredients. A On packaged asphalt, all Imprint cartons with Monufocturr a name, ASTM type, flosh FM 1. Trained Applicator/Can troctor: The applicator/contractor applying the systexr 07320.3 EXECUTIONS point, and EVT For bulk asphalt, included type, flash point, and EVT on bill of D. Drain Flashing: to the substrate. F Provide 1' nominal treated wood battens and ridge stringers. loxing accessible at the jab site. Store asphalt delivered in bulk containers at a 2. Adhesive: An acrylic-bused product. 07320.31 EXAMINATiON temperature at least 25 F below the Finished Blowing Temperature 1. 4 Ib. sheet lead. 3. Insulation Board Expanded polystyrene insulation board. G. Provide galvanized sheet metal flashing at vertical walls and fascia tap. Prov*le 2. 2 additional ply sheets. 4. Reinforcing Mesh- A glass fiber used to strengthen the base coat. equivalent gouge copper or stainless steel flashing and noNs in high humidity areaq A. Verify that roof pone"rations are in place and %isheu to deck surface. B. Do not apply wet materials nor proceed with roofing application proceed during wet 5. Finish: A factory-mixed; trowel, or in certain instances, spray applied, simiar to Florida and Hawaii. weather or when moisture is on roof deck. E. Waterways synthetic plaster; with integral color, and available in a variety of texture B. Verify that openings are correctly fromed prior to installing work of this Section. type, which is applied to the outside surface of base coat. H. Eove (Ice Dam) Protection: MPSI/ASTM 02178, Type, IV, glass fiber feltI Provide C. Deliver materials to lobsite on pollots in original, unopened packogng with legible 1. Additional ply sheet, where climatic conditions cause condensation to freeze under the. C. Verify that deck is of sufficient thickness and framed properi; to; accept fasteners. labels. Imprint package labels with product name, production date, product code and 0724013 QUALITY ASSURANCE: testing agency. 07510.3 EXECUTION 07310.3 EXECU PON D. Verify deck surfaces we dry unfrozen, free of ridges, warps, or voids. A Q.rdfications: D. Store materials in dry, protected areas in upright position. When stored outdoors, 07510.31 PREPARATION 07310.31 INSPECTION: 07320.32 PREPAPATiON: store on pallets above ground and cover tap and all Was with suitable protective 1 Manufacturer having marketed exterior insulation and finish system in the sheet o. tarpaulin. Do not double-stack pallets on the job site. Shrink wrap A Deck Preparation United States for minimum 5 years and having completed projects of the some A Examine substrate and conditions undo, wi,ich tie work is to be performed and notify A. Seal roof deck joints wider han 1/16-inch with deck tape. packaging is not intended for long-term jobsite storage. Remove upon orrivoi at building type, size and sutstrate type as this project Architect of unsuusfoctory conditions. jobsite and replace with a watertight breathable covering. 1 Provice smooth, dean, dry deck, free of debris, and sufficiently rigid to B. Broom dean deck surfoces. support the roofers and their mechanical equipment without deflection that win B. Des* and Detailing: 07310.32 PREPARATION OF SUBSTRATE: E. Select and handle materials and equipment in rich a way as to avoid damage to strain or rupture any of the bust-up roofing components. C. Install cant strips as required. materials, existing construction, or applied roofing. Z Make any significant depressions, holes, deformations and sinner facts, 1, General: Completely encapsulate the insulation board at all locations by the A Coordinate installation of ties with flashing and other adjoining worts to insure smooth prior to new roofing application. lanna, or substrate. proper sequencing. C7320.33 INSTALLATION EAVE (ICE DAM) PROTECTION: F. Do not load or permit any part of structure to be looded with a weight that will 3. Gear all surfaces of debris and of any moisture before proceeding wi'h 2. Substrates: Sound, unpainted exterior grade plywood. endanger Its safety or cause domoge. Canine equipment, storage of materials and application of roofing material. J. Expansion Joints: Where the system abuts other materials. 07310.33 INSTAU_AiiON A. Where ice dams occur, Nace save and rake metal flashing tight with focia boards. debris and the operations and movements of workmen within any limits as indicated or 4. Refer to Manufacturers General R"iraments for other appropnote suustrote Weather Lap joints 2--inches and sed with plastic cement. 5ecum flange with naffs as directed by the Owner or his Representative. requirements. 07240.14 SUBMITTALS- A. Comply with instruction and recommenuations of the manufacturer, except extend more spaced 8-inches o.c. stringent requirements when indicated. G. Take every precaution to prevent interior leakage, materials falling into the B. Deck Inspection A. Samples- Submit two 2'X4' samples of the system mounted on exterior grade plywood B. Apply 4-inch wide bond of plastic cement over cock flange of save edge flashings, inferior, or othx such occurrences. Accomplish Installation of materials in such a sheiathng of each finish, texture and color, used an the project to the architect. B. Apply one layer of felt over entire mdrfoce parallel toground levei. Iap and embed an 18-Inch wide strip of underloyment. Place underloyment starter strip manner that bitumen drippage does not occur. 1. Contractor is responsible $or insuring that the roof surface is dean, firm, Prepare each sample using the some toils and techniques proposed for the actual succeeding tour" vertical 6' minnhum and roll ends (horizontelfy) ?-?%2 with save edge Mush with face of floshngs. Secure in phos. lop ends minimum smooth, dry, property secured against movement, and acceptable to the r n insulatiah by the applicator/contractor. minimum. roster all edges with nois at 6' centers. 6-inches. H. Mork any wet, damaged or defective material and remove from the job site that some Manufacturer and to himself. prior to appiic?tion of roofing materials. v J day. Promptly reploce this material at no cost to the Owner. 2. Commmcement of roof aphptfoatlon over any section denotes acceptobility by 07240.15 JOB CONDITIONS: C. install flashing at intersection of the roofing and vertical walls Extend C. ApSly If%r, comeni ai rate of approximately 1 1/4 gal/100 sq. ft. over underlayment Contractor of any section's reedness to reodve built-up roofing and he W' flashing 8' minimum. starter strip 07510.17 WARRANTY be reepensible for any corrective work which may be occasioned by his hu v:,. 0 A Da not apply material to substrates that are at a termnperatur: o. 40 .,►ees f cr +ems. stated over an unsatisfactory surfooe. 1. Instal flashing at eave. Extend flashing 12' minimum up mansard over roofing D. Starting If rom fornix edge of starter strip, lay odditianal 36 inch wide strips of A For a Ave (5) year period from the date of completion and Owner acceptance, --' 07240.16 UNITED WARRANTY; fait and down over fascia fo,.e 2' minimum. ice darn protection where underloymnet in lap cement, to produce a two-ply membrane. Weather lop plies Contractor ogress to inspect and make necessary repairs i defects or leaks in the 07510.32 GENERAL APPLICATION REQUIREMENTS i - required. mininum 19-Inch and nail in place. Lap ends minimum-6-inches. Staffer and joints roof and Moshngs. Emergency looks will be attended to within twenty-four (24) A. Upon request, provide a 5 year limited warranty for mmorials• of ouch c.onsocutive ply. hours from receipt of notice •from the Owner. As soon as weather permits, Contractor A Dk: not apply roofing unless correct asphalt application temperatures can be D. Cxhecc horizontal on fait to guide application of botti + and tiles for an will restore affected areas to standards of this contract and repair any damages maintained to obtain good embeddrnent and adhesion,. Do not conduct operations when r \ 07240.2 PRODUCTS ImAointior, that is weather tight and of good rschite turd appearance. E Extend save protection membrane minimum 4-feet up slope beyond interior face of from these leaks without cost to the Owner, except for leaks caused by abuse to roof woter in any form present on deck, such us ran, dew, ice, frosi, or snk.w. Limit exterior wall. by others n by abnormal weather conditions such as lightning, severe hall, or other water to containers for human consumption. �--� 07240.21 GENERAL I Lay Gxe to straight lines parallel to ground level. Lop tie 3' minimum unusual climatic phenomena. This Warranty must be submitted to the Owner, in verticaly so that exposure length does not exceed 1/4' variation frau average. 07320.34 WSIALl«T1UN - Uk.iERLAY1hiEJVT writing, before And payment is released for the project. B. Take precautions to keep materials dean, dry and free of danoge. , A. Obtain all component of the system from the manufacturer or it's authorized Ucee lul; tiles for all courses with tile kip, varying and required. Ur distributors The approved r t manufacturer of the system d Dryvit System, 2- Fcsten loch the with 1,2 or 3 naffs as required n ex:h the or fitting. A. Place one ply of un(Warwt over full roof area, with ends cnd edges weather B. If, 24 hours after notification of roof leakage Contractor has not responded, Owner C. Do not start application of more base shsot each day than can be covered within the Inc. Have approved applicator contractor trained and currently certtfied by the Fasten ties overlapping flashing with cooper wire nails and cement. lapped minwrxrm 4-inches. Stagger end laps of each consecutive layer. Nail in hos the right, without nvh'llidatng his Waxrmtin and at the expense of the same day, I.J manufacturer• 3. Cement gable rakes, top fixtures, and ea• closure, to field ties and fasten place. Contractor, to make any emergency temporary repairs that ars required n order to with nail& protect the building and its contents from damage due to roof leakage. !)• At the and of the day, edge--sed the finished portion of the too" system n 07240.22 MATERIALS: 4, Cement ri.rges n Ops and where they rest on rr)Of tikes. B. Install underloyment parallel to slope of roof all weather lap minimum 4--inches. completed that day with fabr.: x fait set into hot bitumen or plastic cement. �1 07510.2 PRODUCTS Remove edge sods prior to the stat M the next day's work. �� 1 A. Adhesive: 07310.34 CL ARANTEE: C. Weather lap end sed wotertight with plustic cement, items projecting through or mounted an roof. 07510.21 ACCEPTABLE SYSTEMS E. Start roofing wort in dry weather only and without threat of Immediate inclement 1. Band Strength to Plywood: Meet a: exceed 50 p.sl when teemed per ASTM D-897. A. GLorantire all work in writing, unconditiondly, for a period of two (2) years from dale weather. Keep the roofed area of the bwiding watertight loch day as the work of acceptance to be watertight and free from leaks. 07320.35 INSTALLATION TILE, FLASHING AND ACCESSORIES: A Owens-Coxing (OC) 41E-I4C progresses. B. Insulation Board: A. Temporarily secure roof hatches, skylight, and similar roof accessories to allow 07510.22 MATERIALS F. Use only materials and procedures that ore proper and suitable for the slopes and 1. Monufkzcturer approved. DIVISION 7 - THERMAL AND MOISTURE PROTECTION final flashing during tie installation. for the underlying materials to which they aro attached. 2. Meet current DryWt System, Inc. spedfic0lons for molded expanded A Roofing System polystyrenj Insulation board SECTION 07320 METAL ROOFING TILES B. Instal battens as indicated in the manufoctu..sr's installation manual 14 1/2-inch G. To avoid dsplacement of asphalt and interply voids, ensure that no heavy objects from front face of one to the next 1. Provide bust-up roofing system comprised of the following major components and are placed on the membrane. Use all means necessary to protect the membrane before, IEN901S C. Dryif Destoll Reinforcing Mesh: Supplied by Dryvit System, Inc. 07320 GENERAL having a U.L Close "A rating. during, and after Installotkln. In the event of damage or cVholt displacement, C. Install tie, Mashing, hips, valleys, and other items as indicted n tie immediately make all repairs and/or nrplacsmants necessary to the satisfaction of D. Dryvit Finish: 07320.11 RELATED DOCUMENTS: manufacturer's Installation manual. B. Base Sheet the Owner at no additional cost. Work all felts from the up slope Side. Do not walk 1• Manufactured by DryAt Systems, Inc. on/oven• felts freshly laid in hot bitumen. 2. Factory mixed, 100% pare wyk based and containing intsTarl color and A. Lfowngs, SpKificatioms Division 1 and Contract. 1. Material: A heavyweightQ�as mat, bound together with a resinous binder texture. DIVISION 7 - THERMAL AND MOISTURE 13ROTECIION and completely coated wfth a weathering grade mphdt. H. Provide approved and operable fire extinguishers on hand at ON tines on the roof 3. Sandblast finish and find texture determined by application technique. B. Sean Section 06100 fax binding poper. 2. Manufacturer and Brand: Owens Corning Parma ply No. 28 and no" the kettle or tanker. During all hot application work, including kettle SECTION 07510 - BUILT-UP ROOFING SYSTEM 3. Manufacturing Stando dw ASTM D 4601, Type it. loading, have all roofers wear otedive clothing (i.e. long--sleeved shiris, gloves E. DryAt System/Fire Test: 07320.12 DESCRIPTION OF WORK. 4. Noxnind Weight: 25 bas. per 100 sq. ft. face shield for kettle operator . During any torch worts, provide an additional fire ` 07510.1 GENERAL. extinguisher for each larch. allow all additional requirements of n ,,41A Safety 1. Test by the modified ASTM E-106 nethod (diversified fire test) with the results A ExteG-it of ties is shown on (towing and Is hereby defined to include :mita employed C. Ply Sheet Regulations. -- listed: as weather protection for roofs Type of tie applications specified include: 07510.11 RFI-AiED DOCUMENTS 1. Moi-ioi: A heovywelot glass mat, bound together with a resinous binder and I. Run nterply mappings of hot asphalt (at the E.V.T.) continuously and apply at the a. Test Conditiorm DryvK ponds placed vertically in a test frame using the 1. Metal roofing ties, includfny ail flashings, valley metal, roof-;o-wdl metal, A Drawings, Specifications, Division 1 and Contract complete;; coated with a weathering grade asphalt. ape:ifisd rate. Use application methods which ensure that all plies ary rompletel,y - ASTM-E-108 apparatus. and occroscries 2. Manufacturer aid Brand: Owens Corning Parma Ply IV embedded In asphalt. Broom in oil plies immediately after being laid. 07510.12 DESCRIPTION 3. Manufacturing Standards: ASTM D 2178, Type IV. F. Sheathing: 07320.13 QUALIFICATIONS: 4. Norm d Weight: 11 lbs. per 100 sq. ft. J. Cover all attached base sheet with the completed roof membrane system (except A. We* Included: surfucing) at the end of each days work. Make all roof terminations and openings 1. Plywood: 3/8" thick, min., 4-ply AFA exposure 1 or ext grade C-D or better. A Installer: Company specializing in performing the work of this Section with minimum D. Surfocing/Flashing Sheet waterproof at the end of each day's work. Place the C or better side in contact with the adhesive. five years documented experience and approved by the metal roofing tie 1. Mineral Cap Sheet Surfaced Built-Up Roofing (Worm Region) manufacturer 2. Base and Wall Flashing 1. Material: A heavy gicm mat bonded together with a resinous binder and K. Phasing of roof membrane application or temporary membrane is not acceptable. G. Sealant Systems: Refer to DrM Systems, Inc.'s current bulletin No. 117 for 3. Roofing accessories and incidentals canpietely coated with asphalt. Surfaced with opaque, Inert, non-combustible Install membrane, excluding surfacing, in find form on a day-today dosis. -" listnq of sedents. 07320.14 ,I06 CONDITIONS: collared gronules. 07510.13 QUALITY ASSURANCE 2. Manufacturer and Brand: Owana Coming Parma Cap L Install proper width starter sheets to Insure minimum specified coverage throughout. 07240.23 MIXING AND PREPARATION: A. Proceed with tint' work only after substrate construction rind penetrating work J. Manufacturing Standard: ASTM 0 3909. Stagger starter Sheets as neaded to offset binti between base, ply and surfacing have been completed. A Possess/maintain, on site, a copy of specifications, MSOS sheets, related documents, 4. No meal Weight: 75 lbs. per 100 sq. ft. shoes _ A Primus/Adheeive: Stir to obtain a"homogeneous consistency using a goldblast jlflier all pertinent drawings and any addendum Information. 5. Colo- White mixer /15311H7, powered by a 1/2 drill at 400-5W RPM. B. Proceed with titling work only when weather conditions arr: in compliance with M. Do not use any wet or damaged materids. manufacturer's nrcommmendot ions and when substrate is ;completely dry. B. Project quality control Is the Contractor's r•etoneibflity and obligotio . Nothirng F. Bitumen 9, Adeps Adhesbve: No mixng required Do not add water. contained herein or stated Implies any obligation by the Owner or hie N. Bitumen Heating Equipment must be thermostatically controlled Equipment must be 07320.15 WARRANTY. Representatives) to Cmtructor by performing such field observation, nor does fieldan 1. Noteriol: Modified roofing grade asphalt. deand n suffk iently good operating amdbtlon to perform specified work. DRAtne BY, 07240.3 EXECUTION observation relieve Contractor of any respansbllity under the lemnz of the 2. Manullodurer and Brand: Omens .orning Perna Mop 0ECKED BY: A. Provide five year warranty for both workmanship and defects in the metal roofing contract. 0. Felt Layer (if used): Multiple gate valve type thai spreads hot asphalt on fine roof 07240.31 INSPECTION: ties. F. Fasteners for Base Sheet to Wood Deck condition.srtst dwsod of the felt as it Is opplleicf Ilse dean equipment n good C Maintain a full-time supervisor/foreman on the �,�b site during times that rootingfNJtDNIC TYPE A. Examnoticn of Substrate: Inspect the substrate to nsurk that it is free of all R Warrant Include coverage for discolorLng fading, or deterioration of pre--coated work is n progirm, having a minimum of five (i5) years experience In roofing wwt 1. Type: Annular or spiral thread ring shank, square head, one piece nota• foreign materids which would affect the odheslan of the system. metal Ales. similar in nature and scope to specified roofing. Have the some person continue on 2. Manufocturer. Simplex, Independent Nail Co., W.H.Moze Co., orapproved equal. P. Rotary-Drum•-Type Felt Layer. Do not use for application of roofing products. n /) 0 I I n u the project through fns! acceptance unless the persxrh's performance on the project 3. Size: 12 gouge minimum with minimum one inch aquae head, o sufficient length I V' 07240 32 INSTAtIATION: C. Warranty! Cover dlrnage to building resulting from fdlure to resist water Is not acceptably adequate or Impedes projxt productivity. to penetrate at least. 3/4' into or through Brood dadk. Q. Asphalt penetration. FRAME A Dryvlt Insulation Board: D. Have a copy of three speciflcatkxns on the job at all timers during application and G. Roof Cement 1. Applasphalt per EVT at the pant of application. Discontinue operations if 07320.2 PRODUCTS refer to some fax proper application methods. o;9olt temperatures at point of application cannot be maintained at the EVT. ,qB NUMBER 1. Apply to the substrate surface starting from the bottom and supported by 1. Material: An asphalt Art _hold- flashing cement compound fortified with fibers, 2. Equip asphalt hooting equipment wills an accurate thermostat and thermometer. permanent or temporary mems. 0732.0.21 MANUFACTURER: E. Comply with local, state and federal regulations, safety standards rind codes. Use fillers and solvents, uon-,rvht.tw. 3. Do not overhoit asphoit. Kettle temperatures generally may not exceed 500 F. 2 Steer and Interlock at comers. the strictest document when a confl ct arises. 2. Manufacturing Standards: Federal Spec SS C 1538, Type I- ASTM D 4586 Type III. 4. Do not heat f%phdt to the r..+nlmum flash paint. The minimum finished dnwng A. Gerard Roofing Technologies. temperature may r.re ti exreeled for more than a total of four hairs, for any B Dry-At Finish: Sandblast- F. Whenever specification Items 'ound herein ore less stringent than Miomfocturexs' H. Aluminum Coating asphalt, batch or portion thereof. Romcne from the project any oaphdt heated PROTOTYPE tSStlE DALE 07320.22 TILE MATERIALS: requirwrients, follow Manufacturers' requirements. above these nirrlts. 1. Apply insulation board, renfarced base coat and finish in strict occordcxrce 1. Material: Asphalt based fbroted o non- fibroted reflective aluminum roof 5. Reduce tan.cer temperatures to 325 F -- 350 F overnight or during discontinued with Dryvlt outstAotion system. A. Metal ire and Accessories: 0.0195 -- inch '.hick gaimnized/gdvaiume steel with a G. Be responsible fw meeting fro regulations. Locate certified fire extinguisher of coating. *or; periods. 6 - 4- 93 2 Color See Toro Bell drawing exterior elections. colored stone granule finish; approximately 45 3/4 - inches long by 16 - inches wick! adequate size at the asphalt kettle and elsewhere as required. 2. Nomnal Weight: 8 bs. par gallon 6. Cold weather opplk anon requires the use o! Insulated supply Ihea and with seven individual tile Impressions in each tie; special shapes for valley, e4u6ment to mintnize tornipwflture strop from the kettle or tanker to the paint ridge, rake, eve, and other conditions: in rola selected by Architect. H. Spn,,;; pp eval tiorhs ore necessary when Installing the roof system at temperatures 1, Asphalt Primer of 0plk;ation. �c-ta-1 f�tAKR teluw 45� F to insure satisfactory application and performance. 7. Do not "y materials wh-ni foxmng bhlisterin% or bubbling of the hot biturnen B. Tie Faat.e!ners: Two - ino�n long Mat neo! 6D, hot-dipped galvanized or equivalen+. 1. Motorial: A block, medium consistency nsphdt cut-back. primer compound of occur►. Remove any materials applied when ouch uctMty occurs -� mechanical power driven nois. If same arra required, use 1 1/2 Inch long, I Meinton intend quality control through Instruction, supervi.sory nspection, and select asphalt and penetrating petroleum solvents. PACIFIC HWY., 11635 self-drilinq, tisk type screws with a dorre cap covering a neoprene wanner knQvIedgeobir, personnni for a proper installation without taking test ruts This, 2. Manufacturing Standards: ASTi�) D 41. P 4 BLIP 94-0165 howeq6F, Coe, not limit the Owner s right to request cuts be taken by the Contractor 51 OF 56 and rbpalred os indicated by the Manufacturer and approved by the Owner. iklr T F 'PHIS DOCUMENT I S LESS T 11 T 1' F T r1TT 1 T i 111 111"1 11 1 T1l T111M T11 �1�T�771 1 TT� I 4 1 6 I'� 1 10 I 11, I 1'' AUGUST 3(J 1995LEGIBLE THAN 'PHIS NO'1'A'F10N, � � � � 8 -- �_ IT .1S DUE TO THE QUALTI'Y OF' No.3e TTtE ORTGINAL DOCUMENT. E 8Z 8Z LZ �9Z Z Z £ Z lZ o�Z sir tat �LT�9T 9i 6t I £T Zi TT T 8 lL t9 4 �E I OWN II I �� f � IIIi1111INlll ' 111111111�I1ll �1I�11111111I111 IIIIIII�IIIIIII 111111. IIIIIIIII IIIIIIIII IIII�IIlllllll�llllllll 111t11111111111111�11�1111 1 I 1 I�Il�l�lll�l�llllllllllllll lllll�ll�lllllllllllll IIII� 111111111111111 �1►II Illl�lu ull�ullluu�rlu ILII IIIIIII►III� R. Primer E. Flanged Sleeves and Accessories: D. Store materials In dry, prctected ares in upright position. When stored outdoors, 07520.3 EXECUTION J. Cut and repair fishmouths, wrinkles, tears, bua:+das or other damage in any ply on a store on polets above ground and cover top and of "a with suitable protective ply for ply boariaa Install odditiond plieA set into hot bitumen over the cuts. 1. Materia! may be applied by brush, sprov ur roller 1 Set flunges nto roof cernent over the Installed roof plies ana fasten aeuurely sheet or tarpaulin Protect modified bitumen mutoiols from extreme heal or 07520.31 PREPARAiON Mop the U width ur►der each layer. No dry !spa ore permitted. Feather felts 2' y underlying ( A required ge ) pd- j� P packaging over precedng la 2 Materials may not be diluted or adulterataxi to the undert de+cc fstanh is not r ked for lead flanges).. sunt' t. Do not aioutsle-atavic lets an the site. Shrink vera n is Y'� 3. Apply primer to any metal surfaces to receive bituminous products at the 2. Prime all flanges, inciLdhg pipe ashhg sleeves, flanged units, scuppers, and not intended far long-term jobelte storage. Remove upon arrival at jobsite and A Dock Preparation nominal roto of one len par 100 y thoroughly pr ( ) plies replace gin g K. Extend at i sheets to tfie t of the cant strip, solidly adhered without C� in �d p aquae feet. Avow to dr than for r�rnilor Items on both aides and flash an the roof with at least two 2 fere of r lace with o watertight breathable tx,verii+ . ply top Mf. +49 9 to application of roofing materials. ply sheet embedded into asphalt. Extend the first ply a minimum of four inches 1 Provide smooth, dean, dry delle, free of debris, and sufficiently rigid to or buckling beyond the flange onto the roof. Extend the second ply a minimum of four eche: E Select and handle materials and equipment in such a way as to ovoid darr.oge to support the rooters and their mechanical equipment without deflection that will S. Roof Cement further onto the roof than the first ply materials, existing construction, or applied roofing. strain or rupture any of the roofing components. L. Surfacing sheet must be applied within 30 days. 1. Material may be applied either by trowel or by hand 3. Mop over the top stripping ply to ensure embeddme+)t Sed cut edges of 2. Make any significant depressions, holes, deformations, and similar faults 2 Material may not be diluted or adulterated. surfacing sheet with roof cement F. Do not load or permit any part of structure to be looded with a weight that will smooth Oar to new roofing application. M. Light priming may be required if any surface oxidation hos occurred 3. Maintain material at the working temperatures recommended by the Manufacturer. endanger its safety or cause damage. Confine empment, storage of materials and 1 3. Clean all wrfoces of debris and of any moisture before proceeding with F Protection rids debris and the operations and movements of workmen within my limits as indicated or application of roofing material. 0/320.35 APPUCARON OF MODIFIED BITUMEN SURFACING SHEET 07510.33 APPLICATION OF CANT STRIP AND BASE SHEET us directed by the Owner or his Representative. 4. Refer to Manufacturer's Gaherd Requirements for other appropriate substrate 1 Install wdkwa requirements. A. Provide dean roof surface, free of dust, dirt or moisture when surfacing sheet e y protection pada at heavy traffic areas sucfn s around � A. Instal four an inch bxx tour inert cant strips at the juncture of d l vertical surfaces serviceable roof-top equtpmer.t and in front of roof access area& G. Take every precaution to prevent interior leukoge, mut6nolu falling knto the applied. and roof. Where 4" cant strips will not fit, use the iargest practical size. Nal 2 Space protection pods opproxmateiy one to two inches to allow for water Mow ntenor, or other such occurrences. Accomplish invtdlation of rmatencis in such a B. Deck inspection cant strips to wood nolers and/or nailoble vertical surfaces usrg a maximum not 3 Set walk pod inio .7 five spot application of roof cement city the final manner that bitumen drippoge does not occur B. Apply surfacing sheet tree of buckles, winkles, blisters, fieMnouths or voids of spoc:hng of 12' o.c. surfacing. 1 Contracior is responsible for insuring that the roof surface is aeon, firm, any type between the sheet and the muppng asphalt. 4 Place prot-sction material to underile pipe support blocking, extending at least H. Mark any wet, Jamogea or defective material and remove from tna job site that same smooth, dry, properly seabed ogainst movement, and acceptable to the B. Apply a layer of rosin-sized building paper dry under the nailed boas sheet. Place two inches beyond the blocking w a4 sides and spot-�odnere to the surfacing day. Promptly replace this material at no cost to the Owner. Manufacturer and to himself, prior to opalication of roofing materials. C Apply surfacing sheet applied aver and parallel to the underlying roofing and lopped this sheet over the prepared deck surface and nail tc add in place until securement sheet. so that the flow of wafer is over or parallel to, but never against, the haps. of base sheet. Lop all Sides and ends of least 2'. 07520.i7 WARRANn 2. Commencerment of root application over any section denotes occeptobiity by G. Tie Base Gutter Floshng Contractor of any section's readiness to receive roofing and he will be D. Lop surfacing sheet with 4' side lops and 6' and laps. C. Base Sheet Application: A. For a five (5) year pend from thf: date of completion and Owner acceptance, responsible for any corrective worx whict, may be cccasioned by his having I Instal single-ply gutter !ner at the base of tile r, offing areas using Contractor agrees to inspect and make nea03:7ry repairs to defects or leaks in the started over an unsatisfactory surface. E. Brest and lops not lass than 3 feet apart 1 Lay tho, base sheet smooth and free of wrinkles, buckles cr fishmouths. acceptable products specified in Section 07530, roof and flashings. Emergency leaks will be attended to within twenty-four (24) 2 Extend single ply membrane up the dope to exten i at !east ,i" vertically above hours from receipt of notice from the Owner. As soon as weather permits, Contractor 07520.3 GENERAL APPLICATION REOUIRr�F:Ni` F tnhbei surfacing sheet in hot asphalt applied of o nominal rate of 25 IDs. per 100 ► a. Lap •so water flows over or parallel to, but new against the lops the base of the gutter Secure the top edge witr, appropriatt fasteners spocea cull restore affected areas to standards of this contract and repair any damages square feet. at 12' o.c. Extend the tie underlayment felt down to the bele of the slope, from these leaks without cost to the Owner, except for leaks cousea by abuse to roof A. Do not apply roofing unleas correct •uaphalt application temperatures can be 2. Lap 2' on sides and 6' on ands. over the secured single ply membrane by abnormal weather conditions such as lightning, severe hall, or other unusual maintained to obtain good embeddment and adhesion. Do not conduct operations when G Cut surfacing sheet into 12' to 1P' lengths 3. Extend 10 the top of the cant strip at curbs, walls, and similar tocations 3. Terminate the opposite edge at the membrane at the base of the vertical gutter Climatic phenomena. This Warranty must be submitted to the Owner, in writing, woterr in any form is present on dock, such as ran, dew, ice, frost, or mow. limit 4 Nail of 9' centers through the lips and iii' centers along lines 12' distant surface and scapha with screw/plate fasteners at 12" o.c. Install separate before find payment is released for the project. woter to containers for human consumption. H. "Flop' surfacing sheet into place. Place tension an the ends of the surfacing sheet from ecidi edge. flashing membrane extending from at least 4.5 Inches out over the field lengths oa they ore flopped into place to ensure that the sheet lays flat aE in the membrane, up and over the top of the outside curb and down over the oppositeB. if, 24 hours after notification of roof leakoge Contractor hos not responaed, Owner B. Take precautions thin keep materials dean, sty and free of damage, asphalt fare. Set Morning membrane into a continuous application of contact adhesive has the right, without invalidating his Warranties and at the expense of the 07510.34 APPUCATION OF PLY SHEETS over curt surfaces. Provide continuous weld where membranes overlap. Install Contractor,Contractor, to make any emergency temporary repairs that are required in order to C. Do not start application of more base sheet so& day than can be covered within the I. *&coming hr' may be necessary under certain conditions to ensure bond between reinforcing "boots at inside and out side corners protect the building and its contetnts from damage due to rocf leakage, same day. asphalt and sheet. A. Shingle-in ply sheets free of buckles or fishmouths. 4 Install new metal cap coping over top of curb to overlap oral protect the outside edge of thegutter lining. Extend tile roofing to base of slope, over 07520.2 PRODUCTS D. At the and of the day, edge-sed the finished portion of the roofing system J. For claw, finished surface, embed loose granules into overrun of hot asphalt at B PI sheets may be applied by o mechanical felt lover or railed into a hand mopping installed underloyment completed that ,Joy with fabric or felt set into hot bitumen or plastic rxnent. side and end lops while stilt hot of asphalt. 07520 21 ACCLr"BLE SYSTEMS Remove edge souls prior to the stat of the next day's work. 0?`t0 3l CLEAN UP K Weather conditions, such cs temperature, wind, sun, etc must be given conside.ution C A Nord Bitumi Duo-PI FRS tem E. Siari roofing work in d weather only acrd without threat of immediate inclement when the temperatures t below 50 F, as cracks wrnkles, non-odhemor and - Apply ply sheets so 'hat the flow of water re over or parallel to, but never Y Yg 9 Y Y � go g. against, the lap. A Remove bituminous or other markings from finished surfaces Keep the roof and weather. Keep the roofed area of the buidhy watertight each day as the work flahmouths me more likely to occur. The pre- cutting and sth(*irg of surfacing premises clean and free from accumulations of waste materials and rubbish at dl 07520.22 MATERIALS progreseey. sheet will reduce application problems in these instances. D Lnd laps Minimum of 4' and a minimum of 12' apart. times. Remove dl debris, scrop, and rubbish from the work ureo daily. Promptly remove surplus matsrids and di equipment from the site upon completion of the A Roofing System F. Use only materials and procedures that aro proper and suitable for the slopes and 0720.36 FLASHING INSTALI.ATION 8cklm E. Embed the full 36' width of each ply h hot osphclt applied a' the nominal rote of wkxk. Prior to find acceptance, restore dl area: affected by this work to their for the underlying motends to which they are attached.25 lbs per 100 squire feet original state of cleanliness and repair dl damage done to the premises, by workmen 1. Provide modified bitumen roofing systemcompr+sed of the follown; major comporents A. GeneralMashing specifications: and equal and halting a U L. Class "A' rating. G. To avoid displacement of asphalt and nterply wider, ensure that no heavy objects F. "Broomng In" is required ander normal conditions for Loth felt layer and hand are placed on the membrane. Use dl means necessary to protect the membrane before, 1. Do not appy flashing until the roof membrane (excluding surfacing) has beer, mopped applications. B. Base Sheet during, and after Installation. In the event of damage or asphalt displacement, laid. Provide temporary sed at ply terminations until installation of DIVISION 7 THERMAL AND MOISTURE PROTECTION immediately make dl repairs and/or reploa.ments necessary to the wtisfoc:tion of flashing. G When+ "Rolling In' by hand, keep the mopping asphalt within 6' of the roll. 1. Material, A heavyweight glass mat, band together-with a resinous binder and the Owner at no odditiond cost. Work ail felts from the up slope side. Do not walk 2, Priene all sheet metal that will come .n contact with bituminous motorids with SECTION 07520 - MOOIPFD BITUMEN ROOFING SYSTEM completely coated with a weathering grade asphalt. on/over felts freshly laid in hot bitumen. an, asphaltic primer and allow to dry beftwo applying bitumen. H. Keep mop full and flow asphalt on the roof. Do not scrub with trop. 2 Manufacturer and &md: Nord Bitumi Nord Base Sheet 07520.1 GENERAL. 3. Manufacturing Stogydards: SS-R-6208, Type 11; AS'Ill D4601; UL G-2 H Provide approved and operable fire extinguishers on hand at all times on the roof B. Base Flushing: I. Do not "glaze h' ply sheet during the ntam between surfacing. 4 Nomnnl Weight: 25 lbs. per 100 sq. ftand near the kettle or tanker. During; ON hot opplicatiah work, including kelbe 07520.11 RELATED JOCUyLNT';; loading, have all roofers wed yotecOye clothing (i.e. larng-sleeved shirts, gloves 1. Embed an additional modified bitumen ply sheet ply into o solid mopping of J. Voleys and Waterways Provide on extra luyar of ply sheet at leas? 36' wide and C. Ply Sheet face shield for kettle operator). During any torch work, provide an additional fire steep asphalt over junctures, extending to the top of the curb or eight In ten extend at least 8' up the inclines out of the valley, and lay prior to t-`.e A. Drawings, Specifications, Nision I and Contract extinguisher for eon porch. Follow d' (,dditional requksmants of OSHA Safety inches up the wall. Extend this ply at least two inches beyond tho cant stnp, application of roofing plies. 1 Moterid:A heavyweightGvs mot bound togebw with a resinous binder and Regulations. onto the roof. Over the preceding ply, apply the modoW bltumer 07520.12 DESCRIPTION heavily coaled with SBS modified asphalt. surfacing/Moshing sheet into a solid moppin of steep asphalt. Provide the K. Cut and repack fiahmr hs, winkles, tears, budder or other damage in any ply ono 2. Manufacturer and Brand: Nord Bitumi Duo-Ply FR Base. I. Run !nterpiy mappings o' hot asphalt (at the E.V.T.) continuously and apply a'. the flashing sheet of su+fident width to extend torn the top edge of the flashing ply for ply basis '.dtall additional plies set into hot bitumen over tt» cut& A. Work Included: 3. Manufacturing Standard: CGS8 Standard 37-GP--56M. specified rate. Use application methods which ensure that all plies are completely surface to a minimum of four in he toe of the cant strip, onto the roof. Mop the full width under each layer. No dry !ops ore permitted. Feather felts 2" 4 Nominal Weight: 70 lbs. per 100 sq. ft. embAded in asphalt. Broom h all plies immediately after Doing laid 2. Completely bond ON flashings to the unW.Og surface without any looseness, over pre,eding layers. '. Mireral Surfaced Modified Bitumen Roofing (Warm Region) bubbles, or vats. Remove and replace any loose flashing materials. 2. Base and Wall Flashing D. Surfacing/Flashing Sheet J. W_rr oil attached boss sheet with the completed roof membrane system (except 3. Fasten Ute tap edge of the base flashing approximately every six inches on L Extend all ply sheets two inches above the top of the cant strip, solidly adhered 3. Roofing occec aories and inc:dentds surfacing) at the and of eoc', days work. flake all roof terminations and openings center with appropriate fasteners through one inch diameter metal discs. without bri4l or buckling. 1. Material: A heavy glass mat bonded together with a resinous binder and heavily waterproof at the end of so& day's work. 4. Sed all inside and outside comers with roof cement. Cover all exposed roof 07520.13 QUALITY ASSURANCE coated with SBS modified asphalt. Surfaced with opaque, inert, non-combustible cement with aluminum coating or embedded granules. M. light priming may be required if any surfoee oxidation has occurred. adored granules. K. Instal proper width starter sheets to Insure minimum spedfied coverage throughout. 5. Apply separate *ON rovering as described below. A. Possess/monton, on site, a copy of specifications, MSDS sheets, related locuments, 2. Manufacturer and Brand: Nord Bitumi Duo-Ply FR Cap Stagger starter sheets as needed to offset joints between base, ply and surfacing 07510.35 APPUCATiON OF SURFACING SHEET all pertinent drawings and any addendum Information. 3. Manufacturing Standard. CGSB Standard 37-GP-56M sheets. C Wall (.overing 4, Nomad Weight: 95 IDS. per 100 sq. ff. '5. Odor: MiteA. Roof Surface: C1eon, free of dust, dirt or moisture when surfacing sheet is B. Project quality control is the Contractor's responsibility and obligation. Nothing L Do not use any wet or damaged materials. 1. Apply fiberglass base sheet over the wail, extending from the top of the wall apples, contained herein or stated implies any obliQotion by the Owner or his E. Bitumen and down to overlap the base Mashing by at least two inches. Fasten to wall Representatives) to Contractor by performing such field observation, nor does field M. Bitumen Heating Equipment must be thermostatically controlled. Equiprr.vit must be using a shower pattern, spoclng nails no more than 12 inches apart in dl B. Apply surfacing sheet free of buckles, wrinkles, blisters, frstmouths or voids of observation relieve Contractor of any responsibility under the terms of the 1 Material: Air 6owr, roofing grade asphalt. dean and in sufficiently good operating condition to perform specified wok directions. any type between the sheet and the mopping oalphott, contract. Z Mauufocturer and grand: Acceptable to Primary Manufacturer. Z Bods-mop the modified bitumen floshrng sheet anal apply veftid wily into a solid (/ 3. Manufacturing Stonoord ASTM D-312 Type 91. N. Do not use fait layer for application of roofing products. mopping of hot asphalt directly ow the nailed base sheet. Extend wall C. Apply surfacing sheet over and parallel to the urdertyi►g roofing and lopped so ,riot C. Maintain a full-time suparvisor/foreman on the Jab site dui.nr, 'Irres that rocffng Aoshng from the top outside edge of the wall and down to overlap the c tae the flow of water is over or paralie, to, but never against, the laps. work is in progress having a mini .um of fiver ) years exper.nence in roofing wok F. Rolf Ccmeni 0. Asphalt flashing by at least four inches. similar in nature and aoope to spe:cifie 1 roofing. Have the some person continue or, 3. Fasten the top edge of the wall flashing approximately every six to eight 0 D. Lop surfacing sheet with 2' sloe laps and 6' end laps. the project thrwgh rind w,ceptance, uhiess thu per`on`s ,orfom.ance on the F,cject 1. Material: An asphalt cut-back flashirg parent compound fortified with fibers, 1. Appy asphalt at the high end of the EVT range at the pont of application. inches on center with appropriate fasteners through one inch diameter met:: is rot oc 4)tobly adequute or rnperdft project prcMucOolity. filters Gni advents non-wbesfm Discontinue operations if asphdt tomperoturm at point of application cannot discs. Blind nail inside vertical tops spacing fasteners at 12' o.c. maximum. ' E. Break end lops not less than 3' apart. 1. nlarxufocturing Standardhs Federal Spec SS-C-1538, Type I- ASTM D 4586 Type Il. be maintained at the high and the EVT range. 4. Install new metal cop coping over top of wail `a overlap and sed the top of �� D. love a copy .f these sp.cific_tl_ns cr the job nt all timer Jurng application and 2. Egtfip asphalt heating equipment with m accurate thermostat and thermometer the wail flmhmq. d F. Embed surfacing sheet in hot osphdt applied at a nomircl rate of 25 Iba rv!e IX refer ;o borne for proper opplicatlon n'hods. G. Fasteners for Base Slnect to Wood Dock 3 Dv not o-Ae►at asphalt. Kettle tompergtr+r:-A generally may not mceed 500 F. ware feet 4. Do not heat asphalt t: the minimum flash i ont. The minimum fit W.'hed blowing D. Drain Flashing: N E. Compy with local, state and federal regulations, safety standards and code,,. Use 1. Typor Annular or spud thread ring shank, square head, one piecr, nags. txkiperatu•e may not be exceeded for more than a told of tour ears, for ashy G. Cut stxtocinq !rheet Into 12' to 18' lengths. the strictest document when a conflict arises. 2. Manufacturer Simphex, Independent Nal Co., W.H.Maze C•o., a approved equal. asphalt batch or portion thereof. Remove from the protect any asphalt heated 1. Remove drain ring prior to roofing aplAication. ' Size- 12 gauge m.nimum Witt minimum one inch square hood, of sufficient above these limits. 2- Extend base and ply sheet into the drain unuer the clamping ring. H. *RW* surfacing sheet into place. Place tension on the ends of the •surfocin sheet F. *anew specificatior items found herein ore lees stringent thar. Manufacturers' v length to penetrate a; least 3/4" into or through wood dace. 5. Reduce tanker temperatures to 175 f - 350 F overrnig►t ar during discontinued 3. Set a four Iblead sheet into a solid coating of roof cement over thd ►--� longths as they ore flopped into place to ensure 'that the sheet lays flat in the requirements, follow Manufacturers' requirements. work periods. installed ply sheet. Extend the bad sheet at least 6' beyond the outside of J ( l ►d Aluminum H. Alu um Coating 6. Cold weather application may require the use of insulated supply Ines and the drain bowl. Shape the sheet to conform snugly to the underlying taper. G. Be responsible for meeting fire regulations. Locate a certified fire extinguisher equipment to minimize temperature drop from the kettle or tanker to the pont Prime ledd sheet and row with modifled bitumen stripping ply extending at L_L_J I. "Broomng in" may be necessary under certain conditions to ensure bond between of aloquate size at the asphalt kettle and elsewhere as required. 1. Material: Asphalt based fThratetd or non-f1wated reflective aluminum roof of application. Do not apply ospholt when ambient temperatures fall below 40 F. least 6" beyond the edge of the lead sheet. Cover with appropriate surfacing. asphalt and sheet. coating. 7. Do notapply materials when foa -h rnir4 blistering, or bubbling of the hot bitven Extend ON plies, inHuding the base and ply sheet, stripping ply, lead sheet H. Special precautions ore necessary when installing the roof system at temperatures 2. Namnat Weight: 8 lbs, per gallon occum Remove any materials applied when such activity occurs, and sw-t,mr sheet, into the r the dumping rimy ) J. For -loon, finished ourfo:e, c..nbed loose granules into overrun of hot asphalt at below 45 F to insure satisfactory application and perrfrrmance. 4. Set the stain ring h root cement and securely tighten over the drain flashing v side and end laps while at$: hot. I. Asphalt Primer P. Primer components I. Manton intcrnd quality control through instruction, supervisory inspection, and 5. After complain installation of the roofing syrslmn, inspect root drains and ten K. Weather coa,ditions, such as temperature, wind, sun, and similar conditions must be knowledgeable personnel for a proper installation without tokin test cuts. This, 1 Material: A black„ medium consistency asphalt cut-bark primer compound of 1. Material may be applied by brush, spray, or roller. to assure that no clogging of the drainage system is present. Provide roof given consideration when the temperatures get blow 50 V. as cracking, wrinkles, however, does not limit the Owners right to request cuts be taken by the Contractor seiect asphalt and penetrating petrolo um solvents. 2. Materials may not be diluted a adulterated. drain leader -n sash condition that the full diameter of the drain leader is non-orrimirin and Mshmouths are more likely to ocrxur The pre-cutting and stocking and repoired as Indicated by the Manufacturer and approved by the Owner. 2. Manufacturing Standards ASTid D 41. 3. Apply primer to any metal surfooes to receive bituminous products of the clear. of niffocing she cull rediae aloplicatan problems in these instances. nominal rate of one gallon per 10'.' square feet. Allow to cry thoroughly prior J. The responsibility for paper nstolotm. of ail L,cmponents of the roofing system J. Fasteners for Base Flashing to application of roofing materials E. Flanged Sleswils and Accessories lies with the Contractor. Inform the Owner of any conditions detrimental to the 07510.36 F, ;i"TiON quality of construction or long--term performance of the roofing system and do not 1. Typo: Minimum 11 gouge, barbed, gdvonui d with mhnmun 3/8' head. One inch O. Roof Conant 1. Set flanges into roof cement over the instilled roof pries and fasten securely Woceted with tin-, wall untl the conditions are corrected, diameter tin caps or rn;ogrd hoods moist be used for base flashing sercurernent. to the underlying deck (fasten" is not required for lead flanges). 1E610M4 A. General flash.. .Ifk.othars: 2. Manufacturer Submlfted and approved Manufoctura. 1. Material may be applied elther by trowel or by hand. 2. Prime all flanges. inducing pipe Noshing sleeves, longed units, scuppers, 3. Size: Sufficient length to penetrate 3/4 minimum. 2. Material may not be diluted or adulterated. and similar iters on both sides and flash on the roof with at least one 1. Do not apply flashing until the roof membrane (excluding .wrfocirg) has been 07520.14 SUBMITTALS 3. M,shtain material at the working tarpwaturee recommended by the Manufacturer, additional ply of modified bitumen ply sheet embedded into asphalt. Extend Al laid. Provide :orrporory sed at ply terminations until installation of K. Cant Strip: this ply a minimum of eight inches beyond the Mange cants the roof. flashing. I1. A. Submit to Architect Prior to F're-Appl'hcation Conference and ,lib Start 07520.x3 APPUCATION 9F CANT STRIP AND BASE SHEET 3. Mop aver the stripping ply to ensure embeddment. Sed cut edges of %- rfacing2. Prirae all sheet metal that wig come in contact with bituminous materiels withrial Mate : Wood fiber, perllte or soft wood lumber. sheet with roof cement. an asphaltic primer and allow F-_ dry before applying bitumen. 1 Material 3of.ety Data Sheets (MSDS) for dl educts containing 'Hazardous 2. Manufacturing Standard ASTM C 208 or ASTU C 28 A Install four ir:h b four inch cant strips at the juncture of all vertical surfaces Materials' as defined on lists issued by both the Federal and State 3. Shape: Triangula 4. Minimum size on Horizontal and Vertical Sides. 4 inches, and roof. Where 4- cant stripe will not fit, use the largqaest practical size. Nall F. Protection Pads B Bose nothing ?ovxmment& Maintain copies of MWS sheets at the lk site. cant strips to wood niters and/or ndlable vertical surfacers using a mdxmam nal 2. Current product literature, installation specifications and clitals. L Protection Material spacing of 12" o.c. 1. Instoil walkaoy protectim pads at heavy traffic areas such os arrund 1. Embed two additional ply sheets into o slid mopping of osphoit over junctk.Kes, 3. *are roofing or flashing requirements vary from those dt,,scribed herein or on serviceable roof-top equipment and In front of roof ncces.s ore:.& extending to the top of the curb or eight to ten inches up the wall. Extend details, submit shop atowngs and/or specifications to describe proposed 1. Material: Roof protection material composed of chopped rubber particle and B. Apply a layer of rosin-sized building ;aper dry unr.er the noNed base sheet. Place 2. Space protection pads approximately one to two nkfnes to allow for water flow. A _ the ftrrt ply at least two inches b3wnd the cant strip, onto the roof with the I modifications prior to job start. synthetic binders. th sheet ever the prepared deck surf" and n0 to had n place until securement 3. Set walk pod into a five spot application of roof cement over the final second ply extending at loost two inches beyond the first. Aver the preceding 2. Manufacturer and Brand: Srplast Trofbloc or equd of base shervt. Lap dl sides and ends at least 2'. surfacing. plies, apply the cap sheet Mashing sheet into a &did mopping of sphdt. B. Submit During Project: 4. Place protxtbn material to underlie wipe support blocicin� extending at leastME cvilde this flashing ply of sufficient width to extend from the top edge of 07520.23 SUMMARY OF MEMBRANE COIF ONENTS C. Base Sheet Applicetbn: two inclose beyond the blocking or all sides and spot-odnere to the surfacing r the flashing surface to a mum of four il)ft" poet the toe of the cant strip, 1. Asphalt certification or bills of lading to *,ow manufacturer, ASTM she't• onto the roof, designation, equMscous temperature (EVT), finished Glowing temperature and A. Mineral surfoced modified bitumen roofing secured over plyw,00d deck. 1. Loy the base sheet smooth and free of wrinkles, buckles or fishmouths. - rr 2. Completely bond dl flashings to the underlyA.ig surf" without any looseness, Rash paint with each ddlvery. G. Tie Bose Gutter Flashing bubbles, rx voids. Renove and reoloce any loose flashing materials, 2. Any chop drawings or other iequesked information 1. Summary of materida per 100 square feet (weights shown are nominal) a. Lop so weer flows over oc parallel to, but never against the lops. 3. Fasten the Fop edge of the base hashing approximately every six inches an o 1. Instal single-ply gutter liner at the base of tie roofing areas using center with appropriate fasteners through one Inch diameter metal discs. C. Submit Upon Completion a. Mechanical Fasteners Ar re iu+ed 2. lop 2' on sides and 6' on ends. acceptable prod ^ta specified in Section 07530. 4. Seal inside and outs'00 comers with roof ceme.ht Cover all exposed roof b. Rosin Sheet 6 lbs. 3. Extend to the top of the cant strip at curbs, walls, and similar locations. 7_. Extend single ply membrane up the slope to extv-hd at len,st 8" vertically above d d cement )pith aluminum coating or embedcW granules. 1, 5 year Contractor Warranty. c. Fberooss Base Shoot 25 lbs. 4. Noll on 9' centers through the laps and 18" centers along Ines 12' distant the base of the gutter. Secure the top edge with appropriate faeoners spoked 5. Apply raparoie wall covering as described below. 2. Letter of certification stating that the products and Installation performed m ch d. Mclified Bitumen Ply Sheet 70 lbs. from eaedge. at 12" o.c. Extend the tile underloymmt td down to the base of the slope. the pvcjec:t comply with contract ren '-ements, that any punch list Items from e. Asphalt (ply sheet) 25 tbs. over the secured single ply membrane. _ C Wal Covering the final Inspection have been res(.• ., - .nd that the work is complete. f. Asphalt nurface) 25 ins. D. Provide an volleys d Wksterways with an extra lov+r of base sheet. Provide this extra 3. Terminate the opposite edge of the membrane at the bcse of the varticta gutter 4 Modified Bitumen Surfacing Sheet 95 lbs. ply at least 36 wide and extend at least 8' top the inclines out of the valley and surface and secure with screw/plate fostriers at 12" o.c. Install separate 1, Apply fiberglass base sheet over the wall, extending from th- top of the wall 07520.15 REFERENCES lay prior to 'fie application of the modified bitumen ply sheet. Embed the full 36' flashing mamtxone extending from at least 4.5 inches out over the Add ---.-_ and down to omlap the base Mashing by at boost two inches. Fasten to wall TOTAL. WEIGHT: 246 IBS, width in hot asphalt opolled at the nominal rate of Q$ lbs. per 100 aquore feet. membrane, up and over the top of the outside sub anal :iowrt over the apposite CRAIIIIN BY: using a shower pattern, spacing nags no more than 12 inches rnpart in all A. Amelrkm Society for Teshig and Materials cASTM) face Set flashing membrane into a contnuaua application of contact adhesive 07520.24 SUMMARY OF U-ASHiNG SYSTEM COMPONENTS 07520.34 APPLICATION OF MOOIFit'0 BITUMEN PLY SHEET over curb surfaces. Provide cep tinuous weld whvrre membranes overtop. Install QEiKED BY: directions, lashing apply Y mopping sP Pt 9 reinforcing 'boots' at ins side canmefrs. 2 Back-MOP hot tt►s dap sheet loth' sheet and o I vertically into a solid m 1. D31 S*- ci cot/ for halt timer used n Tooth A. Baan naanh A. Shingle In ply sheets, free of buckles of fishma.kth& 4. Install new nretd cop coping over top of curb to overlap and protect the of hot hapholt directly over the nailed hose chest. Extend rroN Moaning from 2. D312 Specification for asphalt used In roofh;lg. 9 outside edge of the tta lining. Fxtend tie roofing to bole of slope, over �a � the ��u�Jpp outsWe edge of the wall and down to overtop the base Mashing by at 3, 02824 Sprcifwatico fax aluminum roof coating, West rano incihea 4. D4586 Speciflca,ion for a&hestoe-free asphalt roof cement. 1. Additional mo0ied bitumen ply sheet. B. Apply ply sheets by raking into a hand mopping of asphalt. ?he practice of installed underiaym4n . (� 3, Foden the top edge of the wall Mashing approximately every elx to eight 5. D4601 Specification fro glass fiber base sheet. 2. Modified bitumen surfacing/Mashing sheet. unrolling the modfo bitumen ply sheet, then re-rolling it into the asphalt is M 7 0 H inches on center with appropriate fasteners through we Inch diameter metal 6. E100 Fire Tests of roof covering. prefored. 07520.37 CLEAN UP discs. Blind nal inside vertical lope spacing fasteners at 12' o.c. maximum. B. Wall Cawing: FRAME 4, Install new metal cap caping over top of rraN to overlap and sed the top of B. Underwriter's Laboratories (U I-.) Building Materials Directory. C. Apply ply sheets so that the flow of water is over or parallel to, but never A. Remove biclew an or other ma scum from finished surfaces Keep the root and the wall MoelnhQ 1, Additional bane sheet. aganst, the lop. premises cM�h and free from accumulations of waster mctevida and rubbish at d! C. CGSB Standard #37-GP-56M for Modified Bitumen Products. 2. Modified bitumen flashing sheet. times. Remove all debris, scrop, and rubbish from the work area doily. Promptly JIM Mk*AKR D. Drain Flashing: 0. "y sides lope at least 4' with and laps a minimum of 6" and offset minimum of remove s•.urplus materials and all equipment from the site upon completion of the L` Manufacturer's (:anent Applicable Ronftng Specificotiai ns Catalog C. Flange Stripping: 12 apart. work Pr?or to find acceptance, restore all areas affected by this work to their 1. Remove drain ring prior to roofing application. original state of demliness and repair all damage done to the premises, by workmen 2. Extend roof plies (exchudhg surfacing sheet) into the drain under the clomping ring. 07520.16 PROOLICT HANDLING 1. Additional modified bitumen ply sheet. E. Embed the full 36" width of each ply In hot aepholt applied al the nominal rote of and eq. 3. Sat a four lo. lead sheet into a solid coating of roof cement aver the 25 Iba. per 100 square feet. Installed pikes. Exten9 the head sheet at least 6' beyond the outside of (hit A. On packaged asphalt, Insure that all cartons are Imprinted with Manufacturer's name, D. Drain noshing: I�RpTgTIPf ISSUE DATE drain bowl. prime the lead shoat and onvef with two stripping lis with the AS type, flesh point, and EVT. For bulk asphalt, Include type, flash point, and F. "BroornIng n' is required under normal conditions to nacre tial ermbecidment into first extending at least 3" beyond the 09e of the load sheet and the second E VT on bill of lalling occessible at the A site. Store usphdt delivered In bulk 1. 4 Ib. sheet lead. aspt►dt rnoppinq& 6 -" 4 (� exiendir►g at leant 3 beyond the first (.over stripping plies with appropriate I rontands at a temperature at least 2 F below the Finished Blowing Temperature. 2 Additional modified bitumen ply sheet. surfochg. Extend all plies, including field pllm lead sheet, stripping G. When "Rolling In' by hand, keep trine mopping asphalt within 6' of the roll. plies and wrl'ocing sheet, iota the , under the damping ring. B. Dc not apply wet materials nor proceed with roofing application during wet weather F. Wbtwvoy- SHfET Ie11INER 4- t the drain ring in roof cement and Pmrolly tighten over the• drain flashing or when mok'ure is on roof deck. H. Keep mop full and flow asphalt on the nwf. Do not scrub with mop. components, 1. Aalditianal bole sheet sat h asphalt. ` 115- P 5 S' After uomplefe iWWdOtion of the drain eystem h��troof eaont.drains and roof t C. Dellver lotuels. Insurreiathatojobalte on patage labels)ets in are imprinted witthproducttened �name productiong with n date, I 1. Da not "glaze In" ply sheet during the Interim betwten surfacing dr assure that rw dogglr►q� drainage r Pr dish leader h sesodn canal that too bull diameter of the drain leader is leaproduct code and testing agency I [ Ill PACIFIC HWY., 11635 . __ - - __ _ _ I __ I - - - ��- ___ - - - 11111111111111111111111-__ - - ___ -- - --- - - -- - ___ M � - - ___ - - __ - - __ - - - - - i BUP 94-0165 52 OF 56 1.10 IF THIS DUCUMENT IS LESS ITT il11 �TT �� T 11 TrTT T1T11 �t�r 7 T (r�t�r 1�j 77tT.7 $1l � 1LErIgLE 1'IIAIV THIS NO`I'A'I'ION, _1 6 _ _� g I I_�- ] a __ 1 1 - , I AUGUST 30 1995 1 I`I' 3� DUE TO THE QIJALTTY OF' I No.36 C'� ,� THE ORIGINAL DOCUMENT. r E- gZ f37, LE 8 $ t - b�i - - Z t - Z 6�I 8t I LT 1ST �i 6t I Et _ ZI TT i 6 L 9 __ 9 - £` Z t�.n,nr I ; i I I VIII IN (111110 ii �I IllllllllllWlll II11 Ij��111I�IIIIIIIIInIIlllllll,.11llllll Illlllllllllll Il �I ll� I III I (llllj.�lllluli I�IIIll�IIIIIIIIIIIIIIIIU IiIIIII�I►JIIIIIIl,lllLlllllll�llllllll VIII llll�l�lll Illlll ILII III�I IIU�I !I I I ILII I L___. - E - - -_ - - . - - - - - - - - - - - - - - - - -_ - -- - -- -_ - - -_ - - - - - -4111 01ViSION 7 -- TH M1AL AND MOISTURE PROTECTKIN B. Atonuiocturer Guaantse 5. Do not toy more inaulatian than can be completely covered in.o day's work OIWSM i -- THERMAL AND MOISTURE PROTECT'rON E. Do not allow sealant or compounds to overA w or split onto odjoirhin oufaces. 6. Cut out damaged Insulation out and replace with mnrnuo,, 12'x12 sections of Clean adjoining surfaces by whatever means may be necessary to eliminate evidence of SECTION 075,50 - STNGII PLY ROCifMk; SYSTEMA i Submit tc the omen. Monutocturer's unlimited pm%.il sun guarantee covering any new insulation secured 1i plata SECTION 076M SHEET METAL AND RO(f ACCESSORIES Village. and all repairs/replacements to keep the ruof, including the field and 7 Remove and replace any wet insulation. Do not apply ,00hing over wet 07510.1 GENERAL. flashing, watertight for perwd of ten (10) years thegnn g at the to of the Insulation. 07600.1 GENERAL 07900.34 Cl1siE AND PRd;1Ft TiON Owners occap,tonce of final pri.4urt Cost of this gtiaantre is barna by the 8. Provide tapered roof a,sulollan around root dons. 07510.11 RELATED DOCUMENTS Contractor. 9. Secure insulation to dock with screw/plots fartenars using an F.M. 1-90 07600.11 RELATED DOCUMENTS: A Cure sealants and couldrng ,xxnponds In compNanco with manufocturer's instructions 2. Execute thin guarantee by the primary Roofing Manufacturer to cover :any and all securement pattern, but not lees than sba (6) fasteners per 4'x4' Insulation and moommendotlans. A. Drawings, Specitx,owns, Division 1 and Contract costs for repairs necessary to stop leaks which occur rewltant of, but not board. A, Drawings, Speo fiwtions Ditdslan 1 and Contract. 07530.'2 DESG4IPTION limited to, the folictwing: C. Slip Sheet: B. See Section 06100 for termite shileld a. Deterioration of the roofing membrane a base flashing s,etem resultingOIVISIpI B -- DOOf?S AND WgdUciN; A. IMark Included: from ordinary wear and tear by the elements t install alp slmeet bstweaa roof deck and rnembrans in accordance with 07600.12 DESCRIPTION Of MARM(: b. Workmanship on the part of the appruved Reofing Contract,* in application manufacturer and,,or UL requirements/recommendations. SECTIO! 0100 STEEL DM%S AND FRAMES I. Single Ply Roofing of the roofing membrane or bogie flashing system. 2 Ramo it and replace any silp sheet material that is wet or damaged. A, The extent of roof accessories and sheet metal work is Indicated an the drawings and 2. Separation i.oyer C. Waters, fish mauths, bare spots, ridges, a wrinkles in tirm r;oofnq by provisions of this section with the following work specified herein: Oat 0O1 GENERAL 3. Membrane nownnq membrane. 07530.34 MEMEIRNK INSiALLATION 4. WWI Covering d. Splits or crocks n the roofing membrane not caused by structural I. Flashing aid counter flashing. 08100-11 RELATED DOCUIlEN15 5. Roofing accessories and incidentals movement. A. Cut sheets to maxi turn sire possible in crier t;: minimize swans lnstL4 membrane 00 2. Wag cow. it. Slippage of the roofing membrane or boss flashy q. that the flow of water is over or parallel to, but never ogdr.s the e lapA. Drowns. 3. Hood 9>s, SPOC�1fiLOtions Orwslan 1 and Contract 07530.13 OUAUTY ASSURANCE 4. Fascia cap. C If, 24 hours after notification of roof ledusge Contractor he ..err responded, Owner B. install a minimum of two (2) half-wide siesta of appropriate mambrune at the 5. Scupper 8. See drawings for extent of doors and frames furnished by owner and nstoled by A. Poesess/manlon, on site, a copy of specifications, MM%S streets, related documents, has the right, without invalidating his Guarantess and at the expense of the Perimeter of each roof section/level with full sheets installed over the field of 6. Louvered vent. contractor dl pertinent drawirngs and any addendum information. Contractor, to make any enher c t repairs that ora ired in order to the roof. 7. Roof hatch. peri Y er�arY +Darr ro4u protect the building and Its contents from damage due to roof leakoga 08100.12 ^fSCR1�TIUN OF +fit)RK. B. Project quality control is the Contractor's resappoonhsbility and obligation. Nothing C. Mdchanieafly fasten each membrane sliest using oppruphoto membrons tterwrs and 07600.13 JOt9 CONDITIONS, contained herein or stated voisr any obligation by the Owner or his disks placed within the mdsarhbrane e-Artap. Install pioxxsmont of membrane and spacing A. Extent of standard steel doors and frames is shown and scheduled on drawings Representative(s) to Contractor by performng such held observation, nor does field 07530.2 PRODUCTS of foutdaners comparable to, FM 1--90 approval as subrrhltted priaf to job start. Remove A. Coordinate work with interfacing anti odpininq worts for proper sequencing of each observation relieve Contractor of any responsibility under rhe trims of the I and replace any loan or poorly secured beteners. installatim. 06100.13 QUALITY ASSIIRMiCE. contract. 0753021 ACC,EP1A13L.E MANUFACTURER(S) D. Overlap adjacent membrana sheets at leos4 four (4) inches (4 5' minimum is requksd 07600,1 PROC':CTS a nn9 C. Compl�r with Iota, state and federal regulot,a ns, safety standards oral codes use A. JPS Elostanerics for membranes with selvage edge). If necessary to obtuin a poseive weld, dean Speeifieatbns: Standard Sted Doors and Frames'. the striCtsst document when a conflict onus+,. and/or prepare the overlap area per manufacturers recommendations and tripe dry. If 07600.21 SHEET METAL MATERIALS: B. Burkeine Roofing Systems Hypolon membone is d:owed to cure, folk)* manufacturers recommendations for I B. Provide standard steel dans trial frames by one of the t,iiuvrirhe) D. Maintain a full-trmo supervisor/foremon on the job site during tines that rocc'�hg preparation of the membrane Aria to woeldioj. A Zinc-Coated Steel: Commercial qucrity with 0.20% cooper, hot-dip galvanized; h work is n progress, having a minimum of five (5) years experience h rdwfh,g work C Carlisle 0.0350' th4 (20 gauge) except as otherwise indicated. Provide equi-,dent gauge 1. Amw,*d Building Products Division similar In nature and aG to iAed too Nave the sane son continue an E. Provide minirrwm 1.`_i to maximum 2' continuous hot air of solvent weld at all oroos I copper a stainless steel n high humidity areas similar to Florida and Hawaii. 2. Cec; oration > M4 Per the project through final acceptance, unless the person's performance on the Project D. Hoartz Masan where mern,rane oyerlopa 'Joe a idler to apply pressure to seams In edrhjunetuan 3. Steelt„a Manufacturing Company is not acceptably adequate or impedes project productivity. with welding to eiz_ire a positive weld Check the full length of oafl some using a 8. Mantic iealant: PolyisoDutyfene; Alai hcxaarnng, nansknning, nondrying, non 07530.22 MATERIALS probe with a well-rounvad point. Apply appropriate kip sealant at all expcmed cut migrating sedont. 08100.14 DEU1fR'Y, STORAGE, AND HANDLING: E. Have a copy of these specifications on the job at ON times during application and mea refer to same for pry application methods. A. Rawfing System C. Roof Hatch- BNco Type 'S'; size as indicated :.. drawings. A. Deliver hollow metal w:rrla cottoned or crated to provide protection during transit F. For any areas wire the integrity of the veld is suspect, or where membrana defects and job storage. N.__ F. Whenever spedficatidxn items found basin ore lees strinyent than Manufacturers' 1. Provide single ply roofin% 3.Wenh comprised of !be fomllowing major components occur such as fishmowths, wrinkles, punct.rre; or voids in the seem area, pat.;h such D. Provide sheet metal clips, straps, ancha'ing devices and similar occossory units as . Place requirements, follow Manufacturers' requirement i. and hoving a UL Glass A fire rating. areas using the some membrane materia... kering a rounded patch sized to extend at required for Installation of work, irwtching or compatible with materia! being B. Store doors and frames at building site under cover n vertical position least six inches beyond the de`ect in all directions, prepare and patch the area ih Installed. units an wood ails and provide spaces between oodn unit. G. Be responsible for meeting fire regulations locate a certified fire extinguisher B. Roof Membrane accordance with monufocturer's instructions. Apply lop s,dont at all exposed edges of adequate size on the roof and elsewhere as required. 08100.2 PRODUCT 1. Material: Minimum 45 mil (.045') thick polyester-reinforced uncured of the patch. 07600.22 FABRICATED UNITS: H. Special crecoutions may be necessary when installing the roof system at temh,ueraturee Chlorosulto noted Polyethylene (CSPC.,lfyp don). Provide prefabricated 'half G. Cold Weather Precoutions/Llmitatmw A. Shap-fabricate work to greatest extent possue. Comply with deters shown, and 08100.21 MATERIALS: c1c below 45 F to insure satisfactory application and performance. sheets' as required for perimeter securement. with applicable requirements of Shoot Metal and Ai Candlitit nng Contractors 2. Manufacturer and Brand Manufacturer's standard product 1. No welding or adhesive a ication ora allowed in temperatu►ea baow 35oF. National Association Architectural Sheet Metal Manual'. Fabricate for waterproof A. Hot-Rolled Steel Sheets and Strip: Conmmerchal ctudily carbon steel, pot led and C)'.. P I. Maintain internal qualify control through haWxtion, supervisory inspection, and 3. Nominal Weight. 30-42 lbs. per 100 sq. ft. 2. Refer to membrane manufacturer's recommendations for cold weather and weather-resistant performance; with expansion provisions for running work. Form clod. knowledgeable personnel for a pruger Installation without tdeiny test cuts. This, 4. Exposed Calor hAhite aapplkatwn. work to fit substrates. Form exposed sheet metal wok without excessive hawver, does not lind the Owners right to request cuts be taken by the Contractor 3. At lower temperatures. the speed and temperature of the hot air welder may need ol-coming, budding and tool mcrks, true to the and levels as indicated. with B. Cold-Rolled Steel Sieh-is: Commerical quality carbon steel, and repaired as indicated by the Manufocturer and opproyed by the Owineir. C. Flashing Memhrone to be odjustsd to allow heat to absurb into the colder membrana Several lest expaed edges folded bock to form hems. welds may be requied in order to determine proper machine settings. C. Galvonized Steel Sheets. Zinc-coated carbon steel sheets of commerdu quality. J. The reapansibility for proper instai'lation of all cornpanentr, of the roofing system 1. World: Minimum 45 ml (.045') thick Chlorosulfonoted Polyethylene 4. At temperutures below 5W. store odhesives in a temperature regulated 'hot B. Fobr!-ate non-moving seams in sheet metal with flat-!oda seams. Tin edges to be Ilea with the Contractor lnforf„ the Owner of any conditions detrimental to the (CSPE/Hypolcn) with or without rehforcwrnert as required by manufacturer for box' in order to maintain adhesives at room tompuroture. seams_', form seams and adder. D. Fabricate supports and anchors of not less than 18 gauge galvanized -,nest steel. quality of construction or long-tam performance of the roofing system and do not application. 5. At lower temperatures, odhesives may require a longer open fine in order to proceed with the work until the conditions are corrected. 2. Manufoctaurer and Brand: Manufacturer's -tandard product. allow solvents to adequately 'flush off prior to adhesion. C. Non-Etoansion Type Joints: Provide for pro-or installation of elostomeric sealant. E. Inserts, Salts, and Fusteners: Manufacturer's standard units except hot-dip 3. Exposed Calor. Mote 6. Any surface condensation must be removed prior to welding. Do not omme galvanize items bull into exterior wafts. Provide hot-dip galvanized units at alt K. The Contractor selected for this work must be improved by the primary materia's that frost or condensation will be completely removed during the welding D, Provide for sep1aration of meta frwri non carnpotble metal or corrosive substrates by conditions in high humidity areas similar to Florida and Hwbii. Manufacturer, capable of rroybdrig the specified guaxamt. D. Separation Layer operation. coating conceded surfaces to location of confit. with bituminous coating or other parmatmt separation. F. Shop Applied Primer Rust inhibitive enamel or point -idable as a base for L. Flood Test: 1. Material: As recommended and approved by membrane manufacturer and/or required 07530.35 FLASHING WSTALLAIK)N epecl,ted finish paints. for UL Cross A voting. E. 11id1 Cap: Shop In place system with conceded spa at a maxenum of 32' o.c 1. Conduct a 48 hr, flood test of Me eompletea roof system by the Comtrnct,x in 2. Manufacturer and Brand: Approved by Membrane Manufacturer aid acceptable A Do not brats Awing 'inti the roof membrane has been fold. Provide temporary rbc 08100.22 FABRICATION: Me presence of the Roof`14 Consultant. Provide and/or arrange for dl for appropriate UL rating of membrane terminations until installation of flashing. 2. Provide a minimum 12' long joint plate at dl splices. . necessary equipment s�p�roe, water, and simlor Items, as needed :a pharfdxm 3. lhtdaress As regaled 2. Comers and Endir Shop fc>brkated haying o minimum leg. Ar t9L7ERAL: of vertical this test. Flood test must be carmpletnd and vo-Med prior to MWV for B. Extend horizontal field membfane t-3the base '**face at walls, axt,s, substantial completion. E. Membrane (nnd insulation) Fasteners Pipes, and simlor Items and cut even. At Internal roof dohs, extend membrane F. Bodo point conceded meta surfaces with protective Docking paint to a minimum dry 1. Fabricate ste,il doar and frame units rigid, neat in appearance and free from into the drain, under the damping ring area. Serure the membrane along the base of film thickness of 15 mils, defects, warp or budde. 0'7530.14 SUBMITTALS 1, Type- Factory Mutual approved fastener with cap plate as required for deck type. walls and around roof penetrations, curbs, and similar items, in oecordw.ce with IN Z Fabricate exposed faces of doom and panel° from only cold-rolled stool. 2. Manufacturer and Brand Approved by Membrane Manufacturer. and/or manufacturer's requirements. 07600.3 EXECUTION 3. Fabi to frames, concedit-d stiffeners, reinforcement, and edge channels, from A. Submit to Architect Prior to Pro-Application Conference and Job Stat: 3, Screw length: As required by manufacturer for deck type. either cold-rolled or hot-rolled steel (at fabricators option), C. At curbs and walls, install flashing meet extending from at least six inches Out 07600.31 INSTALLATION REQUIREMENTS: 4. Fd►icate exterior doors, panels, and frames from galvanized sheet steel. iloes 1. Samples. F. Fasteners for Wood and Musio ry Floshings over the field membrane, up to the top of the curb or wall and, where possible, top and bottom edges of doors with flush a>nannel err, integral part of door extend over the top of curbs or wrV,t and down over the opposite foes. Install A. Comply with manufacturer's installation instruction and reearnmamdathns, and with construction. a Sheet mehtrrbfone product, (8-1,11,2,01"). 1. Type: Wood noes, minimu-n 11 gauge, barbed, galvanized with 5/8' head. reinforcing 'boots at it is and outside corners as required. Sheat Meld and Air Coocitlon Controctorb National Asnociatkxh 'Architectural Sheet 5. Fabricate dl doors, ponoets, frames, components, fasteners, and related items b. Roof Separation Produci. Masonry nags, case hardened. One inch diameter tin caps must be used Metal Manual'. Anchor units of work securely n place, providing for thermal from fro:-dip galvanized steel n high humidity areas similar to Florida and rlavroil. � /1 c. Fasteners (bagged and kaboled) Z Manufacturer Submitted and approved Manufac' -mer. D. Whenever parable, flash pipe penetrations lith manufacturer approved 'boot' expansion of metal units; conceal fasteners where poobe, and set units true to 6. Unions otharmwise indicated, provide caxntsrax* flat Philips heads for J � 3. Size: Su'ffdent length to penetrate 3/4' ninin, n. flashing ternnated at the top with stainless steal cloW. line and level. install work with laps, joints and some which will be pa?nonentty exposed screws and bolts. 7- 2 Copy of quarontose oppllccticn submitted to and initially approved by the watertight and weatherproof. Manufacturer. G. Protection Pods E. Provo continuous weld where the flashing membrane overiapss the field membrane., B. Finish Hardware Preparotbn: Wj O 3. Material Safety Data S'oes W_ZS) for all products containing 'Hazardous Whr•,fe clod metal n used for scuppers, weld membrane directly to coating on clod B. Set cap flashings in a thk* beat of mastic sealant at ON splice plates feMoterids as defined an Natr, Issued by both the Federal and State 1. Material: Minimum 30' wick roof protection material Composed of ,natal. 1. Prccord ade)as mind frames to receive mortised and conceded on&finishardware n f__ governments. Mlafnt:hEn copies of MISDS sheets of the job site. reprocessed rubber and synthetic binders a>t resinforeeu Hypdan material. C. Install Hoot hatd:,"h h arc `adane;e with manufoctturmhxs inatructkxhs. accordance with finish hardware rnarwfacturer's recormtmer►d:atiana 4. letter of certification Iran the primary heats at staring that the system 2 Marxoces ed and rand Approved by Meer ramp Manufacturer. F. Bond the flashing m,yrbrone to vertical surfaces, metal (except ca°d metal) - any Z Reinforce doors and hang to recent surfr•� doled nardwore. Drilling and ser of c proposed r appropriate for the Manufageogrcturer sial area and type ick, other non-meant,one surfaces using the opproprrcte contact adhesive. Apply odhoWw+ 07600 32 CLEAAING AND NOTECTION: tapping far skrloca- cr " ' "^'din hadwa, may bo performed at project :,rte. % 'trot the rrprosedd �requierneate dor eilther occaptcale r exceed tial H. Bonding Adhesive ord band membrane according to manufacturers instructions. Completely bond dl 3. Locate finish hardwas h accordance with 'Re,coaxmendsd Loeatimo for Builders r l eindreqthat the lax the specified gaits ar en. Nate any lures not acceptable cx aashng3 .o a,. unck,rlying surioce .nthout any looseness, bubb n, a voids. A. Clean exposed T1etal ,-face% removing stances ,,, :ch might cause corrosion of f'ardware', publiolhe�d b, uaor and Hardware Imstttute anar bed codes. �...J 1-4detrimental to argern Performance prim bed to for review and clarification. 1. island: Contact adhesive nosed to secure flashing membranes in place. ib metal or detsrloratla; of finishes. 5. Approved "%;otar ifieotion letter from Yanufoeturer, not use on seams G. Fasten the tap eC�}e of the curb and wall flashings approxknotelyy every 12 "ft on metal ifhomQ Pointing: I_L_ 6. Current product Nte.ature, installation specifications and detdls. 2. Manufacturer and Brand: Manufacturer's stolndard product. center with approprkAe fasteners 'hrough one inch dlamet - mil discs. Camp tine 1`- "1 top edge of pipe flashing sleeves over on odditiond cushion strip and apply DIIASi014 7 - THIERMAL AND MOISTURE PROTECTION 1. Clean, treat and point exposed surfaces of steel dor and frame units, Ili 7. Prior to job stat, submit evidence of Underwriters Laboratories (UL) Class A Including galvanized surfaces Iistihq for proposed roof system as well as all applicdub membrane layout. 1. Miscellaneous Accessories appropriate sealant along the top edge. LJJ fastening patterns, special requirements or Instructions, and similar SECTION 07900 JOINT SEALERS FRAMES- directions, 1. Lap sealants, caulking oohnp irwdds, primsers, lven`ts, overnight seal, H. At roof drainppl s, ay appropriate sealant between the drain rim and the field '18100.24 SfANI`ARO STEEL FRAMES rr,, 8. Athero rax.finq or flashing requirements vary from those d embed herein or on separator si,eets, Hypolcn-dad metal, and similar items to be as supplied or membrane and between the flashing membrane and damping fig Secure damping ring 07900.1 GENERAL Q_ Wells, eu5fmlt *lop drrntrn and/or smecificatiots to describe proposed appy y primary A. ProvWk. 16 cle me lM fro�min tar doors and other of sizes shown on yg��++ Dyed b the in md!mbmne manufacturer. tightly aver both membranes and re-install strainer dome. gnu o��' / n rnoSficot;she prior to job sin►t. 07900.11 RELATED DOCUMENTS: ddruwings with ccnoeoled fastenings, unless otherwise ihdi.�ated. V 1 075:50.,; EXECUTIOPi I. After compote Installation of the rcoMq system, Inspect d%i rcof darns and toot B. Submit During p'ro jsct to assure that no dogging of the drainage systern is present. P:ovlde roof drain A. Drawings, Sproclfications, DK*w 1, and Contract. 1, Fabricate franca with mitered corners, welded aonstructkm fa exterior 07530.31 PREPARATION loader In such condition that the full diameter of the drain leader Is dear, ayplic;ations and knocked- down for field assembly at interior applications 1. My shop drawings a other rerqudeste0 inlornhotiun. 07900.12 DESCRIPPON OF NARK: chip welded frames to site with removable steel spreader at bottcrn. Do not A. Deck Praporation J. Provide all other flashing in accordance with Roof Dotage and/or manufacturers tan'10" spreader until completion of wall construction. C. Submit Upon Completion instructions. Whore flashing requiremerts vary cram those described herein or on A. The applications for joint seders includes the foNow,ng: 1. Provide smooth, dean, dry deck, h,ee of dlebrls, and sufficiently rigid to dotage, submit shop drawings to describe proposed dotol modifiratbns prior to job I B. Provide two (2) slencers am strNra Jambs of single-awing fra,nes. 1. Roofing Guarantee and Waif ority. support the roofers and b,* meclnoxnicd equipment without deflection that WI start. 1. Expansion joints 2. Letter of ce►Uficetlon stating that the products and installationperform ad perfo •d an strain or rupture any of the roofing componsnta 2. Cauiking compounds. 08100.3 EXECUTION the project comply with ea,lroct requkements, that any punch list iterts from 2. Make ony significant depressions, holes, defamations, and sial%r fcults K. Install metal coping over top of walls to overlap and sed the top of the wall Il1ASICl16 the find inspection have been resotwtd and that the work is complete. smooth prior to new roofirig application. cr.n-ing. 07500.13 JOB CONDITIONS: 08100.31 INSPECTION: 3. Clean all surfaces of do" and of any moisture before proceeding with Al 0753'1.15 REFERENCES opp1 hcotlnn of roofing material. n, Do not proceed with Installation of liquid sealants under unfova.�le weothef A. Examine substrate and conditions where steel doors dooand frarnea ore installed and 4. Nefer to Manufacturers GenerrA Requirements for appropriate substrate 07530.36 RC'JF PROtECTION MATERIAL conditions, as recommended by marwfocturer for installation. notify architect of any conditions oetrimrhl�' to proper and tinily completion o! _ A. American Society for Tatting and Noteriuh:u (ASTM) a>Qplicable Standards. requirements. work _ A. Install new walkway protection pada around end between all a,rr cardltioniny units 07900.2 PRODUCT'S C. Underwriter's Laboratories (U.L ) Buie" Materials Directory. 8. Deck Inspection and n front of dl roof access points. Space protection pods oppr.ximately one to 08100.32 INSTALLATION: two inches to allow for water flow Adhere walk pad to membrane in accordance with 07900.21 MATERIALS: C. Foctory Mutual (F.M ) Approval Guidda hind noicoble Loss Prevention Uato Sheets 1. Contractor is responsible for insuring that the root surface is dean, firm, s m, manufacturer's InstructionA Imamstandard steal doors, francs, and accessories in accordance with _. smooth, dry, oropefiy secured against movement, and acceptable to the A Provide calors indirottsd or, if not otherwlare Indicated, as selected by Owner's mtnsmanufacturer'sdata, and ore herein epecit3ed. - D. Man,.loctut an' current oppliea Me roofing specifications catdog(s). Manufacturer and to himself, prior to applieotion of roofing materials. B. Support all pici lees running along it* roof surface, as well w any non-penetrating Repreesntative from momfocturer's standard colors. Select materials for Z Commencement of roof application over any section will denote o0o4ptcblity by supports, usknq rrAwooa+ Bleepers set loosely over a spot-afiv:•!d section or compatibility with joint surfaces as recommended by manufocturer for each B. Placing Frames: _ 07530.16 PRODUCT HANDLING Cuomtroctcr of any sections reodirim to receive roofing and he MIl be protection traterid. Exte-a the protection material at least 4' beyond the sleepdx aoicatlon indicat,id. - reonsble for any corrective work which may be gccoEticned by his having on ddrs.l siSecure pipes to sleepers using galvanized metol d!ps secured on both Comply with provision of 'Recommended Erection n tructiana for Steel Frames', ap A. Do net apply wet mctwide nor proceed with roofing oppbaxmtion during wet weather started over an unsatisfactory surface, aides of pipe. It required, stock sleepere end secure together to accommodate B. Shicone Rubber `.pedant: Silicone rubber-based, one-part elostomeric sealant, union otherwise indicated _ or when moisture is an ro^' deck elevated pipes. *x-ii sleeper supports no more than 8 feet olprt and Installed so recommended by manufacturer for exterior joints. 2. Place frames prior to constniction of enclosing wally and cplings. Set frames 07530.32 GENERAL APPLICATION REgUIREMENTS as no pede water flow. accurately in position, plumbed, olign , una braced ssc�sly until pornonent B. Deliver materials to jobslte in original, urapened packaging with legible labels. C Expansion Joints Provide one of the following: anchor are set. Insure that package Idrels are imprinted with product name, production date, product A. Do not conduct operations when water In any significant form is present on deco, (17530.37 TILE BASE GUTTER FLASHING code and 'seting agency. such w rain, dew, ice, frost, or snow. IJmlt water to containers for human 1. Resilient and non-extruding type premmdded cork units. a. Locate three (3) conceded wail an(J,= of proper desegn for wall consumption, A. Install single-ply gutter liner at the base of tele roofing areas us" acceptable 2. Resilient and non-vdrudhq type premoldoL bituminous impregnated Aber board units. conditioi, ruer jamb, one each at huge and strike levers. Provide angle ftlan C. Store materials In dry, protected areas In upright poe . hien stored outdoors, products specified herein, floor clip fa, each jamb with floor ostrrhffr to suit floor construction. store on pallets above grand and cow top and all fides with suitable protective 8. Take procatitMns to keep materials clean, dry and free of dome;'. 0. Sealant Badger Roft Compressble rod stock of flexible, pem+onent, durable non sheet or torpouln. Do not doubler-stack pallets on ttw job site. Shrink wrap B. Extend single ply membrane up the slope to extend at least 8' vertically above the abasorptive material an regxxmmendela by sdwiont manufacturer for compatibility with C. Door InstuNnt.ion: _ _ (>d►dkog►ig Is not Intended for long-•team )*site storage. Remove! upon arivaN at C. Dc not start npp>licatbn of more materials each day than can be completed within the base of the gutter. Secure the top edge with uppropriate fastens" si>aa:ed at 12' sealant. _� jnbsfte and replace with a watertight breathable cor<xinq. some coy o.c Extend the tele unde►!aynaent felt down to the base of the slope„ over the 1. Fit h,- ;notal doors occairately h frames, within dearonces nocifaed in secured ndsint pry merfhtxdxme. h 07900.3 EXECUTION 'Reoornmendea: Speciflcotions Standard Steel ['Dora and Frames . 11 I" D. Select and handle materials and equipment in such a way dxi to avoid damage to D. At the and of the day, edge-seal the finished portion of the roofing sy@totmh materials, exiting conretruk,tion, of applied rdxufirig. completed that day according to manufacturers recommendations. Remove edge seals C Terminate the opposite edge of the menmbbmtne of the base of the vertical gutter 07900.31 MANUFACTURER'S INSTRUCTION: Comply with manufacturer's printed instructions D. Adjust and Clean: prior to the start of the next days work. surface aril secure with screw/plate fasteners at 12 o.c. Install separate floahng except where more stringent requirements are 4 E. Do not load or permit any ,Dart Of structure to be laa:dod with o weight that 0111 mharrhbrone extending from at least 4.5 n,,hes out over the field membrane, up and over shown or specified. 1. After erection, sand smooth all rusted or damaged areas of prime coat am apply URAMN 11Y. endanger its safety or donee darage. Confine equipment, storage of materials and E. Start roofing work in dry weather only and without threat of immediate Inclement the top of the outeiae curb and down, over the opposite face. Set flashing membrane touch-up of compatible oir-d'" primer. CHECKED BY debris and the operations and movements of workmen within any limits as Indicated or weather. Keep the roofed area of the building watertight each doy as the war: into a continuous application of c•ootd,ct adhoelve over curb surfaxa. Provide 07900.32 JOiNT PREPAR,,T10N '. Check and reodot operating knish hardware Items, leaving steel doors and as dirsk;ted by the Owner or hia Representative pxrogressea. continuous weld where membranes overlap. Install reinforcing boots at hgkie and o frames in Koper operat" condition. dUILONC TAPE Come". A. Clean )int surfaces Immediately before instolationn of sealant or caulking I . F. Take every precaution to prevent Interim leakage, mnterbts falling into the F. Use only materials and procedures that ore proper and sultable for the slopes and compound. Where required on maiwrtry construction, etch concrete and mowirV joint ( 08100.23 STNOARD STEEL MMinter�x, or a'1her with acdxurancas. Avaoorrq+lirlh instdlatlon of materials in such a for tre underlying materials to which they ore attached. D. Install new meld cap copinq over top of curb to overlap and protect the Outside tio-yu,m es recommended by "dant momfoeturer, gauge M / OH-i manner that materiel drippulge does not occur. edge of the gutter lining. Extend tele roofing to base of dope., over Installed I A Provide metal carona I" ;o Coco R t for bull flush type design with 16 G Provide approved and operable fire extinguishers at all lines on the roof. Fdiow undalayment. 8. Prime or sed Joint surfaces where Indicated, and where recommended by sedant skins and stiftenad with one-pleve resin knoregnated fug honeycomb cors. Provide FRAME G. Mark any wet, dern,nged or deft0tve material and removal from the jai site that some dl adJftiond requirements of OSHA Safely Regulations. monufdlcturer. flush top and bottom channels. M, snow locaions, ill door with thermal insulation day. Promptly replace this mate rid at no cost to the Owner. 07530,38 CLEAN UP equivdant to R19. H. Mak dl roof terminations and openings waterproof at the end of d!t1,`h day's wort. 075M.38 NyST"ALIATIQN: im 1111.111111111116-111! ., 07530.17 GUARANTEE ANU VIAFIRANTY A. Rxnove bituminous or other markings from finished surfaces. Keep the roof and 07530.33 SEPARATION LAYER premises dean aid free tram accumulations of waste materials and rubbish at all A. Set jant f1ler units at proper depth or position in of to coordinate with other ONMSION 8 -- DOORS MIO M14DO S A. Contractor's Warranty Agreantent. tines. Remove all debris, @crap, and nftW ham the work area dolly. Promptly w.;hk, Including Installation of banker rods and sedantl A. Provide a separation sayer between k as een the roofing membrane and plywood deck remove surplus moterlals and of equipment from the site upon completion of the SECTION 08210 IM000 OUORS 1 For a two-year period frau 'he date of completion and Owner occeptanos, rowammednde d and approved by the roo`ing system manufacturer and Underwriters work. Prior to Anal oceeplance, restore all areas affe ad by this work to their 8. !nstd>f! ,aslant bahet sr road for liquidelaetomerk @ealante w rscommenJed by �U1p'YPE tS�E DATE Controctor agrees to Inspect ante make necessary regain► to defects or leaks in Laboratories to comply with requirements fix a UL Close A fire es e rated vesembiy. original state of deanlineand repair all damage done to the premises, by workmen seder . manufarturer fon opplicatior+ Indicated. 08210.1 GENERAL g the roof and flashings. Attend to emergency leaks o within twenty-'cur (24` Stroaraltion Ialfer may Include any one of the following components. and equipment, haute from receipt ai notice l�dxn the Owner. As sogxh are weather permits, G'. Employ only prom InstAation tedtniquo►s which will ensure that sealants are 06210.11 RELATE7► DOCx1ME1VT5: 6 -- 4-- 93 restore ~ad areae to standards of U* contract without voiding the R. Inrxdation (or exterior gypsum board): d"ted w tit gaps or ami pockets, with complete 'wetting of joint fin sealant Manufacturer guarantee am ropair any damm(" from these looks vr'lnout cast to rabbet to a slightly concave surface. Ahern horizontefl join!e are between a A. Drawings, Specifications Olviskmn 1, rind contract, the Owner, exctept for kooks cause to roof by others or by obnorme' weather 1 Provide wood nallers If needed to accommodate oecuremert at roof prximeters halzontd surface and vertkcol surface, fill joint to form a allot cove to SHEET 1�J11BER eondKians such abs lightni q, aware hal, or other unusual climatic !Ahe�amsna. std/or rout penetrattonl, as required by membrane monufocturkr. eliminate trapped moisture. This t uarasrtc,) must be submitted to the Ow w, h writing, before fine payment 2. 1 a Insulation boards in an ashlor (cross) pattern (►*ts staggered) with M released far the project. the joints between the long di�nenskm of the boards continuous. D. instali ncdant to depthe recommended by sealant manufacturer. L Space roof insulation 1/4' from all vertical floshitgs. SPb11 . 4. Neatly cut insulation and M around all thra,gh--roof projections. PACIFIC HWY., 11635 h BUP 94-0165 53 OF 56 rAQ.... I --..".1.11711n , # 1. tIF THIS DOCUMENT TS LESS 1 TTTr (f�T IIT T�TTT i Tl 11TIT-ITrTT7T111T[11T 1�1� Tlrr�Tj (t �i 7]tj1�]' II I 0- 3� 1995 ' F .. r ., I I II I I ' � � � I I I fi I 10 1 12 AUGI � i . LEGIBLE THAN T.i 1 S NO`I A C ION, 1 T.- - . - �- _tel-..__- ��._.------. "L___.._ _��._� �J..._-.- � --��__. ___ -- I1' IS DUE TC? THE QUALITY OF Nn 36 119"�„sr. ,AL _ THE ORIGINAL DOCUMENT. £ III I Z SZ--- C.Z Z , S _ Z td� __i,�,�_,148,, Lt ' _ 4T -.6t £T ZT Tt t fol T L 9- I .,. __. ££ I 7. Toorirrw -*w ' r I I i I rI �z ` ` II ilii ll 1111111 l l l l l l l l (l 1 1 �Illlllllllllllllll 111 I! II� ( ` jll I�11111WlIlil11111Wlllll1ll11111111111�11111ll1�� Ii �llll1(, . Il.11lllllll11 Illl,lilllllll��l I �illl �ll . IIIIIIiT.tlllJl W II I _ _ i•, `P 08210.11 DESLWTiON OF WY:JitK F. Bituminois Coat": Cold-applied asphalt mastic for 30-mi thickness per coat. 08700.22 MATERIAL AND FABRICAilON: 3. Set threshold, in a bed of sealant to completely fill conceded waids. 1. Provide stucco having the same aggregate as specified for silmiior non-rated A Extent and IocoUaxn of each type of wood door is shown on orarrir's aha in schedules G. Clear Protective L satins I fa 4. Set threshold units W4 and accurately aligned with frames and doors, and of worts. Provide following y Apply protection of dui-anum finish ourng A The drawing, sirl the direction of awing or hand of each door. Furnish each item of proper elevation far door operation. conatruclion. hardware (or proper urstdlotion and operation of the door movement as shown. B Portland Cement and Portland Lenient - Lime Plastering, Exterior (stiao) and 1 Solid core Rush wood doors with medium densityoveila f rAs. H. 08700.32 ADJUST AND DIAN: Interior: American National Standards Institute, A42.2. Y Compression Weotherstrippnq: Mmudoc;tu►er's standard replaceable stripping of B Produce hardware unite of .Re boas meld and farming method using the manufacturer's either molded neoprene gaskets, molded PVC gaskets, a rnoldod e:kpanded neoprene stondord A. Adjust and check each operating item of hardware and each door to ensure proper C Lathing and Furrishg for Porttand Cement and Portland Cement Lone Plastering, 08210.13 QUALITY A<SSUftANCf. gaskets. operations a faxnalipn of every unit Exterior (Stucco) and Interior- American National Standards Institute, A42.3. �t A. Subunit written+ cement on alcor manufacturer's standard form C. conform manufactured hardware to published templates, generally prapaed `.v machine agreement signed by J. Systems 4 1/'7' x 1 3/4' for 1/4" glazing and 1' glazing. >r;ew ins,ullotion. B. Find check and odjust all hurdwore items. Clear operate items as necessary to 09210.14 PROD1JCl HANDUNG: Morwfocttxrx, Installer, mu Contractor ngreeinq to repair or replace t�tective restore proper function and finish of hardware and doors.g Adat door central doors which hove �i worped (bow, cup or twat) or which show photographng of K. Mach Windows: Kowneer 2 3/4 x 2' frame for I" glazing, 2• x 2' frame for 1/4' D. Furnish screws for installation, with each hardware item. Provide Phillipa devices to corripensate for find operation of heating and vent atlon equipment. k Deliver, store, and protect manufoctured materials in orignd and unopened construction below in face venel glazing or Vista Wall Y x 1 1/2' frame, flat-head screws with finiih of exposed (exposed under any condition), acrers to , 1 Provide warrant n effect for a fee (5 .g match the hardware finish. can avers. y ) year period fdlow>u slate of 98410.22 HARDWARE substantid completion. E Provide conceded fasteners for hardware units which are exposed when the door is DIVISION 8 - DOORS AND WINDOWS 8 Store all cementit►oua maternal uff ground under cover A. Provide dc,,r manufa:tursr'a standard heavy--duty hardware units as shown, scheduled, closed, except to the extent no standard units of the type specified are available 08210.14 PRODUCT DELIVERY, STORAGE, AND HANDUNG or requirkd for operation of eocn door: with conceded fasteners SECTION 114800 BASS AND CLA7ING 09210.15 108 CONDITIONS: Ar °rotect rood doors during transit, alwoge and hma>fnq to prevent damage, soiling 1 Offset Pivots: Carat aluminum ahoy with sled pas and alae bearings (ball 08700.23 HINGES, BUTTS: 08800.1 GENERAL A. Protect contiguous work lean harmful ettacts which might resuli from stuccoing. and deterioration bearings bottom Ovate). 09210.2 PRODUCTS 2 Overhead Exposed Closers: Norton /1605 surface closer with delayed action for A. Provide only template-produced units 08800.11 RELATED DOCUMENTS 08210.2 PRODUCTS handicapped use. 0921Q11 LATHING AND ACCESSORY MATERIALS. 3 Deadlocks: Dor-O-Matic 990 with conceded rod panic bar 9. Furnish Phillips Aot--hood ail-purpose or machine iscrswa ur insto;etion of units. A Draw", Spedi`k:otions Division 1, and Contract. 08210.21 MATERIALS AND COMPONENTS: 4 Construction Cylinders:. Supply - dsado kis and replace with Falcon cylinders Finish screw hoods to match surface of hbiges or pivots A. GENERAL. supplied per hardware section of sp• ,F rations, ONW-12 DESCRIPTION OF' WORK: A Face Pcneis. Morufactureir's standard 2-ply face panels, unless otherwise indicated. 5 Push Pull Set: Style F-2 C. Hinge Pins: Non-removable and non-ria q. I. Maida and Finishes Marnufasturer s standard galvanized products unties 6 Threshads Extruded aluminum in mill finish., complete with anchors and clips 'Gl • includes prime glass, processed glass, arca fabricated gloss products and ndieoted as zinc alloy B Exposed Surtocey m As specified with some exposed surface o!erial on both faces coxxdinoted rich, pivots. I. Provide interior hnkles (non-ball bearing) with steel peA. ass a. 'Glazing" includes glass installation and materials used to esteli glass. Types of 2 Provide exterior hinges and bell bear interior hie with stainless steel ria work included herein: a Exterior Exposed Accvssoriehs: Zir,c alloy accessories for extericx -.zork, 08210.22 SOl;O CORE tN()00 DOORS, 08410 L3 FABRICATION 9e frnq hinges V rrsdoo ,n pl„star D. Inieriay Hinges two (2) knuckle steal with 01--impregnated stainless steak 1. Window un,ta, except whom full con A Provide solid core wool doors by one of the following A. GENERAL: bearing. McKinney TA-2731 2. Storefront construction B. Nie Ties: Galvanized soft steel wire. 1. Cd-Wood % 1. Required sues for door and window units ore shown on drawings 1. Doors Over 36' Wide and/or /t)' ;!;gh: Five (5) knuckle steal with bail bearing. 08800.13 QUALITY ASSURANCE: C. Metal Lathing Materials: Jmr-h,rriny diamond mean lo;N, 3.4 pounds per square 2. Eggers MdOnney TB-3386, yard, standard mesh galvanized capper alloy steel with 1/4' defamation over two a. Details shown are based on standard details Dy manufacturer indicated A. Prime puss Munutoctrrer. Provide one of the following; layers 60 minute Giade D paper. Note: At top of arch use .VM felt iwwiw 9 ioyero B. Care Construction: Not formed particle board. E. Exterior Hinges: Five (5) knuckle brass, bronze, or stainless steel with bell of Paper. 2. To greatest extent possible, complete `abrrcothxn, assembly, fnishng, hardware bearing. McKinney T413-3386. 1. Guardian Industries Corp. C. Face Ponels: M mfocturer's standard 2-ply face panels of mediu- density over--Soy application, and other Wasik Detore shipment (a project site 2. LO.sy-Owenes--Fad Company D. Metal St,uca:o Accessories: applied over manufacturer's standard thickness hardwc,od face venew Provide any F Size of All Hinges: 4 1/2" x 4 1/2' 3. PPC Indue:lries, Inc close gran hardwood for exposed edges and other expusea sdid wood components a. Proglaze door and window units to greatest extent possible. 1. Coordinate depth ::lf accessory with thickness of and number of coats of stucco b Do not drill and top for surtace--mounted hordwkxe items until time of ,UI Doors 1 1/2 parr of hinges per leaf, unless otherwi io rioted B. Prime goes Standard. FAvai Specification DD-0--451 08210.23 SHOP-PRIMING to De applied. All material zinc alloy o, minimum 16 gcx,ge thicknee&s or os noted. �F instailatresn at project site. 2 Small Now Comer Beads: ExpandeJ type with 2 1/8' wide flanges A. Oe1ae delivery of door to project site, shop-prime exposed portion of wood doors C, Arched Windows: Factory form and glaze with teeny and wedge 1. Doors Over 36' Wade and/or 72' High: Two (?) pair of hinges per leaf C Safety Glass Standar3. Comd: CPSC 16 CFR 1201 orite: Standard preformed interior comer reinforcement made from 2.5 . rid per square yard diamond ,hash lath. 3 Complete cutting, fitted, forming, trilling, and grinding or metol work pr,or H. Aitemate Manufacturers: Hager and Stanley. 08800 ix ENVIRUNAIENTAL Rf.QUIREAENTS: 4. are-Edged Going Beads: Standard with exaarnmded er shat Aon le t._ suite 08210.3 F*CLIT10N to demi►qq, finishing, surface treatment, and t>pplik.atior of finishes application. 4. Install ,enforcing as necessary for point or the ,separator' hwillDepart I. Hnges fa Serving Areo Door. Invisible from the puaiic side of the door. A. Do not install glazing when ambient temperature is lea than 50 d Expansion Pi jurat with expanded Aanyey equal to Li 08210.31 INSPECTION: gla • 9 P +>�� F 5. c assn Joints: Standard one ace disaimlar metals with bituminous point a other separates which will prevent corrosion. 08700.24 i OCKS, l.0(3( CYLINDERS, AND KL'!NG: 08800.2 PRODUCTS .4 Alcor 5. A. names donor frames and verity the! t:axr+e>Y are correct type and hive been instilled 5. Maintain accurate relation of planes and angles, with hairline fit of 6. Comer enforcement: Stucco--type woven gdvonred are comer reinforcing as required for proper hanging of corresponding doors and notify architect of contacting members. A. Lode Cylinders Parts: Construct from brass/bronze, stainless it" or nickel 08800.`21 GLASS PRODUCTS 7. F�enera: CDfvmized steel screws or 7 '16' head conditions detrimental to proper and tti ly installation of wood doors f, Conced fasteners whatever possible. si'a gal vanizedized pals, of type and length au;ituse for adequate penet-otion of the substrateate. 7 For exterior doors, provide compression weother-strippnq against fixed stops; A. Floot/plate Gloss: Type I, dew unless otherwise Indicated. 8. Base Screed/Flash Ing Mechanically broke 2%) gouge moteniai bent to 08210.31 iNS'All Ar,IN at other edges• provide sliding wea0er--stripping retained in odjustable B. Frovide manxufocturers standard wrought box strike for so& lucl, bolt, with cur 4 configurations shown on drawings. A. Condition donne to average prervoki humidity in irrstolletion area prior to strip mortised in to door edge Ifo extended to protect frame; finish to mot& hardware set 08800.22 FABRICATED GLASS UNIT'S:honaing, by delivery to site four (47 days prior to installation a. Provide heavy-duty, hollow, compression weatherstrippir+g in bottom door C. Pro" 1/2' minirnurn threw of latch bolts. A Laminated Safety Class: Two (2) sheets of dear float gloss with a 30 ml film of 09210.22 PORTLAND LENIENT STUCCO MATERIALS rel, adjustable for contact with threshold polyvilill buterd laminated by manufacturer's standard heat-plus-pressure process; A. Scratch and Brown Coat Cement: Grey portkund caament, ASTM C-150 type iIA o'r B. install wood doom in accordance with manufacturer's estructirns and as indicated b. At interior doors provide neoprene silencers on strips to prevent 1. P,ovide 1' minimum throw of dead bolts. 1/4- thick If not otherwise indicated. entraining. metal-to-metal contact. C. Align doors to frames fax proper fit and uniform clearance at each. edge and mochne 0. Provide oil locks and lock cylinders with six (6) pin Interchonyaloble-core tumbler. B. Insulating Glass: Two (2) sheets 1/4* ihidc float glass and 1/2' dry air space with B. Scratch and Brown Coat Lime: Special finishing h rated lime ASTM G206 or T S for hardware. Sed cut surioces after fitting and mochn,ne. B. Storefront hr,minSystem; SP 9 Type 9 ,� Provide only temporary inset: for the construction period. Close A sisdunt fps edge construction to maintain hermetic seal. 1. Bend doors 1/8 in 2' at lock and hinged edges. 1. Inside-outside matched ,salient flush-glazed-glazed system fabricated for slicer-type 1. Ship permanent inserts to the District manager who will removeand :"ce the C. Wked Gloss: pew, pd'ihed both alder, square menti of woven atoiaa miesteel rice C. Sc,-otch and Brown Gat Aggregate: Clean graduated sand ASTM C-144. erection proce�drmre with provision for gloss rep!ocement. constructioncores. of 1 rid size; 1 4 Inch thick. D. Provide deww>ces of 1/16' at jambs rad heads; and 1/4' from bottom of door to tap � inch g / D. Finish Gnat C• r Waterproof white pdxtland .:ement- ASTM C-150 Type I. of decorative floor finish or covering. Undercut by 1' for HVAC where indicated. C. Stith►-and Rai Type Aluminum Doors: E. Bad( Set: 2 )14' 08800.23 CkAZING SEALANTS AND COMPONENTS E. Finish Coat Lime: Sped, finishing hydrated !lane ASTM C-206. 08210.33 ADJUST AND a-EAN 1. Provide tubular frame members, fabricated with mechanical joints using heavy F. Lode Functions: A Provide exposed sealant/compound in bronze color. Comply with manufacturer's F. Finish Coat Aggrmpts: Wbsned siica sand inserted reinforcing plates and concealed (it-rods or 1-molts, and fabricate recommendations for selection of hardness, depending upon the location of each A. Rohong or replace doors which do not swing or operate freely, as acted by Owner's with structu,,ally welded pinta 1. Tolet Doors: HEN 90.2-306.2RFBOUSS tarn piece/emaxgency release with tubular application. G. Water. Potable. Representative. 2. Except as otherwise shown or scheduled, prcvide doors 1 3/4' thick with narrow dead bolt with green and red indicator. stile (2' nominal width) 2. Exterior Door. Morti" exit door, Follow S161DI-26D/PTB B. Provide 2-part polysuffide glazing sealant. H. Mixed (by Volume)• 3. Fabricate doors to focitate replacement of glass or panels, without DIVISION 8 - DOORS AND UNDCWS diaassembl4 of door sties and roils. Provide snop-on extruded aluminum G. Provide Panic device are specified in the door schedule. 08800.24 GLAZING GASKETS: 1. :scratch Coat: 1 pat cement, 1/4 part lime, 3 parts aggregate SECTION 08410 ALUMINUM ENTRANCES AND WINDOWS glazing stops, with exterior stops anchored for non-removal. part lino, 4-5 paras aggregate 08700.25 CLOSERS AND DOOR CONTROL DEVICES: A Provide molded or extruded EPDM sleets of the 2 Bram Cant: 1 part anneal, 1 4 gaskets profile and hardness required for 3. Finish Coat: t port cement, 1//1 port line, 3 parts aggregate, D' WlncJowa: watertight construction. 08410.1 GENERAL A, Except as otherwise specifically indicated, comply with the manufacturer's , 1. Texture: light Lace' per the 'Plaster/Metal Framing SyistsmsArith Manual', latest � n 1. Provide commercial windows (grade A2) recommendations for size of doorcontrol unit 08800.15 MISCELLANEOUS GLAZING MATERIALS. edition. V ) Vista twat, National Aocaunts 2. Provide mwnufoctur, ' otanderd fabrication and accessories which comply with indicated standorc are it- arable without dismantling. B. 7ollet Doors: LCN 1461 (prime finish). , A. Cleaners, Primers and Soolars: Type recommended by sedant or gasket manufacturer. 09211123 WATERPROOFING: L Scope: GC will provide gloss and Installation Taco Bel will prthvide storefront 3. Provide water shoo abers at I of natural water penetration. material edkmdinq door/panic hadwore/cic>sars 4. Provide •ubirames with anchors for units where shown. I. Doors Over 36" WWde: LCN 4114H SNB (prime wish). S. Setting Blocks: Neoprone or EPDM 70-90 durometer hardness with proven compatibility A- Hydrozo Dow Double 7 mineral gum based moteriri containing approximately 14% `--� ►_, PROCEDURES: 08410.24 FINISHES: C. Exterior lows: LCtna 411611 SIB (prime finish). with "dents used. ansolids as manufactured by Hydrozo Coating Compy, Lincoln, Nebraska. 1, t>lazier calla Vista Wall at 1 800 869-4567 and confirms , n C. Spacers: Neoprene or EPDM, 40-50 durometer hardness with proven compatibility with 09210.3 OCCUTION ( ) package and optionrl. A. Anodized Aluminum Finial _. Equal to Kawnser /40 permanodic Dark Bronze (minimum D. Alternate Monu,acturerr- Yale and Nva on sealants used. 2. Yrst Wolf confirms delivery date. thickness 0.3 mis). 3. Vista Well ships and glazier confirms receipt of meter:±+la 08700.26 DOOR TRIM UNITS: D. Compressible Filler. Closed-cstl or wat roof cketed rod stock co 0921031 PREPARATION: U P frp p mpattt,me elth 08410.) EXECUTION 08410.11 RELATED DOCiMENT$. A. Provide moncsfoturer's standardexposed fasteners for cow trim units. sealants ill A Clean stucx bases and substrates prior to stuccoing 08410.31 INSTALLATION: 4°-800.3 EXECUTION B. Dampen masonry surfaces to reduce excessive suction. A. Drawings, Spechicatiorhs Division 1, and Contract B. Fabricate protectionpMres not more Mm 1 1/ w 2" on atop side smaller than the co 'n•--e A. Comply with manufacturers Instructions and reeommenc-itions for installation of width. 08800.31 STANDARDS AND PERFORMANCE: 09210.32 INSTALLATION OF LATH AND ACCESSORIES: 08410.12 DESCRIPTION OF WORK: aluminum entrances and windows. I. Metal P1r+!es: Stainless steel, 18 gouge, Brookline 18' high, exterior kitchen door. A Watertight and airtight installation of each product is required. Eoch A. Frame both sides of control and on W A. Extent of alumnum entrances and windows is shown on drawings aid schedules and B. Set units plumb, level, and true to lire, without w g installation must withstand normd temperature changes, wind loading and impact joints with lathing or occeesarieaexpwhsr pints independently, and do not lar n Qs amp or rack of frame members, � Ll. includes the fallowing: doors, or panels. Anchor securely in place, separatng aluminum and other C. Provide al nterlor doors with a stop: loading without defects in the work. cou�roliblr, meld surfaces. B. Metal Lathing: n 1. Exterior entrance doors and homes. 1. Floor Stop,,: Ives 4388. B. Protect glass from edge damage doling handling and istallatuon. (� 1 2. Arched aluminum windows. C. Drill and tap frames ord door and apply surface-mounted hardware items, complying 1. Install metal lath with ony dirnenson at runt angles to supports having 1/2' 3. Fixed dumiurn windows. with hardware manufacturer's Instructions and template requirements Use conceded D. Alternate Manufacturers. Quality and Hiawatha. 08800.32 PREPARATION FOR GLAZING: lap of sides and 1' lap a`e ends 4. Storefront type framing system. fostensxs wherever possible 5. Drive-up window 08700.27 WEATHER-STRIPPING AND THRESHOLDS: A. Clem glazing ktannkl and other framing members to receive gloss immediately before a. Screw or nab self-furring diamond mash directly to substrates indicated ,r D. Set cull member and other members in bed of compared, or with ;mint filers or glazing. at a maximum of 12 o.c hayizontdly and 8 a c vertically. 08410.13 QUALITY kSaIRAWE: gosketp to provide weathertight construction. A. Werbtheiptrip;ping at Jambs and Heads: Spring type stripping of manufacture's standard A. Comply with applicable provision of "Metol Curtain Wall. Window, Storefront, and E. In snow locations, pack fibrous insulation in shin spoors at perimeter of assennbly. design. B. Apply primer or sealant to joht surfaces where recommended by sealant manufacturer. C. Stucco Accessories: Entrance Guide specifications Manual', by Architectural Aluminum Manufacturer's 1. MetalSpring b,(nze, 0.009' minimum thickness for sliding corpresaion, 0.006' 08800.33 GLAZING: 1. Anchor each Aon of occassories 8' o.c. to hose. IEIA90CtS ALeaClatian. 08410.32 ADJUST AND CLE-AJV: minimum thickness for direct compression. � 2. Miter or cope aCceasory camera, and install rlth till joints actxuratAily 1 A. Install setting blocks of proper size in sill rabbet, located 1/4 of gloss width aligned. B. Provide duminum entroncea and windowtromirg system produced by the following A. Adjust operating hardware to function property, without binding and to provide tight B. Weather-stripping at Door Bottoms: Threshold concoct-type rnyili�tt insert and I from each comer. 3. Set occessorbs plumb, level and true to line, with a tolerance of 1/8* in W-0` manufacturers through National Accounts s Departments: fit at contact points and weather-stripping. metal housing. 4. Install metal caner beads at external corners. B. Provide spo:.ers inside and out, of proper -ize and !Docs% for glass sdzes lalg 5. Install casing beads at expcsed termination's of stucco work. Primary vendor. Asto Wall Cor�o B. Clean completed system, inside and out, promptly after erection and installation of 1. Extruded aluminum with natural anodized finish, 0.062' minimum thideness of than 50 square nchea, except where gaskets or p.eshimmed topes ore used for 6. Install prefabricates; expansion joints of one piece design where shown as 'Eywiskxn Joint'. (214) 563-2424 gloss and sealants. main wells and Aonges. glazing 2. Flexible vinyl wiper of sweep sed strip. D. Bonding Agent Apply to mosonry s-faces n conformance with manufacturer's Alternate vendor Karnes, Company, Inc C Remove protective coating When completion of constriction activities no longer C. Install .filer rods chaind at heel of jams and head (do not leave voids in sill instructions. (209) 651-4000 requires its retention, C. Provide single piece extru.:tild aluminum threshold .125 thick with smooth commercial channels), complying with manufacturers recommendation& finish and grooved tread in manufacturers standard with stripe of abraslv3 finish. 09210.33 INSTALLATION OF STUCCO: Drive-up Window: Quiksenre Profile and width as necessary to fit the conditions as shown on the drawings. D. Force malants into channel to eliminate voids and to ensure complete 'wetting' or (800) 388-8307 DIVISION 8 DOORS AND WINDOWS Profile of sealant to gloss and c".ann l surfaces. k Mechanically mix stucco materials at the pro t site. Use minimum amount of water C. Performance and Testing: SECTION 08700 BUILDER. HARDWARE D. Exterior doors P y. E. Tod expoaod surfaces of glazing liquids and compounds to provide a suDetmtid ,addax to a stucco of workable consistency. 1. Head and Jamb Weather-stripping: Reissue 350. wosh awe fresh ass. Install [pressurized tae and pr ig y B. S once stucco estdlatfan t 1. Fabricate exterior components from stock systems which hnve been designed to 08700.1 GENERAL 36� Y 91 [P D gaskets to protrude ori `ntl euqu property with he installation andthe . of other sxnpon Ya rgrn 2. .411 Weather-strippnyy: Ree" A. out of channel. protection provide for expansion and c, traction resulting tic n or.bknt t� rpsrnfcre range 3. Threshold: Reese S512A0 mak, so that neither will be damaged by the installation of the other. of 120 der.de.- F (49 degrfeo C). 08700.11 RELATED DOCUMENTS: F Clem and trim excess glaring materials from gloss and stops or frames promptly , 2. Fabricate exterior ss:-iruner to from stock systems which have boon tasted to E. Alternate Manufacturers Zero and Pernkodiscoloration's. P P Y C. Stucco flush with meld lames and other buil,et items or accessories which act as withstand uii/orm pressure of 20 pat inword and 0 psf outward. A. 'BuAders Hardware' includes items known commercially as builders hardware which are ager installation anal el,mnat+ .:tache and diacdaxatim s. a stucco ground Cut stucco terminated at metol without casing beads free from metal 3. Fabricate exterior storefront components from oto( c eyeterns which hove been required for swin.J, sliding and folding dais. Types of items in this section 08700.28 HARDWARE FINISHES. before stucco sets and groove finish coat at the junctures. tested to demonstrate permanent resistance to k kagc a no follows- i dude (but we not necessarily limited to): G. Where wedge--shgbed gaskets are driven into one ei.b of charnel to pressurize �olmt ---- - A. Provide matching finishes for hurdwore units of each door air n gasket o apposite side, ion is adequate omvanchorage to ansae that gasket will D. Apply stucco n a ahrate coot Installation are idlers: a. Air Inf itrc'lon: Not more than 0.06 rfm per square foot. 9 opening, to the not 'r.'olk" out when installation is objected to movement 1. hinges; great;,,ht extent possible, and except as otherwise indicated. 1. Apply scratch chat evenly in unifairm thickness of 3/fl"' anal salnseretad through lath b. Water Inflitrutron: No uncontrolled water penetration. 2. locks, lock cylinders, and keys H. Miter cut and bond annals together at comers where gaskets are used for channel to b to form mechanical kin with mesh. R-1/ hand s(ri when stucco is 3. snit devices; B Provide protective lacquer cootie kin ale o�q y y D. Wherever ossible, take field hvheoaixaments to ineuro r Otte of rortk. 4. hush li units; P qu e 9 exposed hordwore finishes of aluminum, glazr�g, so that gaskets will not pull away from camas. firm but not dry. Apply brown coat when dried and stifterned sufficiently, D proper g /Pu except as otherwise indica ed. Y However, oc*W Wit', fabrication and cno'dentio, lnstlation tolerances as necessary 5. doealre• 2. Apply brown coat unifomn and floated level to 318' thickness. Lightly score Pr O68W.34 CURE, !'ROTFCTiON MD CLEANING: surface. Moist axe 12 - 48 hours with total set of 7 days. when fiel!l meaeurosmenls might delay kvurk. 6. dos twin units; C. The designations used i,n sche►dn.4es and alafiafiere to indicate hardware finishes we 3. Apply finish cos, to brown coat after dampening. Trowel 1/8' thick in light 7. weather-stripping and threshold for exterior doss- the industry--recoyni:ed standard commercial finishes, except on otherwise noted. A. Protr-t exterior glass from breakage immaxdlataly upon installation by use of crossed loco pattern Moist axe 12 - 24 hours, DRAWN BY -��-- E. Provide af►op drawings for standard ,nits hom the manuforturer ufw request atrrarnaas attached to framing and hold away from bass Do not apply markers to �� BY- A. QUALITY ASSURANCE D Finish an All Hardware: US 260 Satin chrome Plate finish surfocm of glass. Remove non permanent labels and dem surfaces. E. Protect stucco from uneven and excessive evvperation during hot dry weather. F. Do 08410.2 PRODUCTS nat pexfomh 9tucccoing at own out000r temperature of lest train 50 F unties gulDelo; TYPE A Obtain each kind of manufacturer. (latch, and lock set, hinges, closers, Aa related 08700.3 tXECUTION adequate temporary shelter is provided for o period of not less than 4b hours after 08410.21 MATF3tIALS MO ACCESSORIES: 11fine) from only one manufacturer. DIVISION 9 FINISHES pp 007,00.31 MISTAW.Al10N: Installation. Do not perform stuccoing int an outdoor temperature of more than 80 Al IYumimni Members Alloy and temper recommended by manufacturer for strran th, B. Perform ,corking accordance with the following requirements: SECTION D97c.STUCCO degrees F. Ivl / LJ carraelon resistance, , ►d application of required !hMh. Main extrusion; 6063--T A. Mount hardware unite at heights indicated in 'Recommended Locations far Builders 09210.34 INSTALLATION OF WATERPROOFING: 11 extruded aluminum alloy of 0.125 minimum Wali thidmess. 1. ANSI A117.1. Hardware' for Standard Steel Doan and Frames, by the Door and Hardware Institute, except as apecificdly Indicated or required to comhply with governing regulations. 09210,1 GENERAL FRAMEB. Fastfrws- Aluminum, non-mogncetk sichess steel, a other material warranted by 08700,14 JOB CONDITIONS: A. Apply wat". 00fing to a dean dry surface Man surface air and material temiWablre JOA manufacturer to be non- corrosive ,%; ;ampatiCle with aluminumc:ampunants B. Instill each hardware item in carrnpliax►ce with the manufacturer's inst.-uctlone and 09210.11 RELATED DOCUMENTS: Is W degrees F or higher curing application. NIAKR A. Coordinate hardware with other work Furnish itardleme Rams of proper design for recommexndo'ions. Do not Install surface mounted Items until finishes have been A. Drawings, Specifications Division 1 and Contract. B. Apply to stucco after dowing 72 hrnxs drying times. 1. Do not use exposed fasteners except where unavoidobie for cnpplk•atlon of use on doors and frames of the thickness, profile. swing security and similar completed on the substrate. hardware. Match finish of adjoining metal aid use Philips flat-hood requirements iridicated, as necessary for proper insldicr.ion and rui,cil'om. 09210.12. DESCRIPTION OF WORK: G. Treat any apparent didi or offerveKvnoe with proper neutralizing wmpaund. machine tocretn. C. Set units level, plumb and true 10 Ilse and locations. Reinforce the attachment 7, Reinforce aluminum tees than 0.125 thiols with aluminum or nm-magnetic 08700.2 PRODUCTS substrate as necessary for prover installation and operation. Al Type of war* es: D.k includApply one coat to all horizontal surfaces with a brush at a rate of 90-180 aquae PROTOTtif'E PME DATE stoihlelne sled at serer whchcxa1 feet per gallon. d Fl 08700.21 SCHEDULED HARDWARE: D. Dfll and counter sink units whkh ore not Mctory-.prepared for anchorage fasteners. 1. Portland cement stucco. 6 - 4-- 9 -3 C. Conceofeashing: Dead-soft stainless steel. 26 9mge minimum, type selectfid by 09210.35 CUTTING AND PATCHING: manufacturer for oanpatibWtY. A. Products are Identified by using horchvare designation numbers of one manufacturer E. Thresholds 09210.1.1 QUALITY ASSURANCE: for each hardware type required. All Hems (except locks) are listed by Manufacturer D. Hrodets and Raintwee'nWt M�urf tir�aet�Or hot a d galvanized steel e for the purpos- of establishing minimum requirements. 1, On concrete aibetratee Install Iaad-shield mchws, occ�xattl A. Cut, patch, point-up, and repair stucco as noceasa w to occc'nnwdate other wort and SMi Whim y placed to A Withers stucco ageembties with Are retia ance rating are indcated or are required to to restore cracks, dents and Imperfections. feasblt, othertrise, hat- � g receive machine screw anchors at locations pro---drilled and evenly spocxnd in comply with governing regulations, provide materials and Installations identicol �� 1. Supply locks and lack. cylinders only by the listed munifocturer anal supplier. threshold units (%)aced not more that 12 o/c.). with applicable assemblies which have been tested and listed by recognized E Inserts 404Mirsonry 04 Rpciirod: Cast Iron, malleable iron, a 12 gorge steed 2. Provide all nthar hardware from lietfd alternate manufacturers. 2 Screw thrr�sholds to substrate with No. 10 or lager screws, of the proper type ties. 13 J P -7 / hot-d>ip galvanized. for perr,anent onChcroge. PACIFIC HWY., 11635 13UP 94-0165 54 OF 56 ppill _ --__ _... ........ .....:....:�t;,y n;•... 1�T�T�1 ]11�1TAT ) �T �,,..._.�... � 1995 ,„,_,,._„�,., ,I F TII IS DOCUMENT I5 Ly:'SS Trrrp�1TTT i IF �l 1T ' I FJ I J I 11 rT�l I 1 9 9 5 LEGIDLE THAN THIS NO1'A'I'ION, - I l� I - I 6 8 . Q 11 1 AUGUS �Q IT IS DUE IO THE QUALITY OF .• No.36 ®'..r��.�" THE ORIGINAL DOCUMLN'P" _T- _� - �- -- -- - --- ---�------ - -- - - �-�-- _ q" -ti, t 8L 9 I 9 - F Z ---TIIIIIIIIIIIl�l111111 ISI I Illllll IIIIIIIII IIIIIIIII IIIIIIIII IIIIIII IIIII IIIiIIII IIIIII III I t 1111�111111111Illlllllll� I �l 1111111ILIIIIIIIl�1111111 1lllllllllllllll�11111� 1�11ll Illl�ll� SII 11111 ll11 09210,36 CLEANING AND C G PR I 6. Tie Council of America Standard 137.1 Is the basis for requirements 09510.32 PREPARATION C. Finislh exterl�x doors on tops, bottoms and side edges some as exterior faces, unless 11400.2 PRODUCT'S (Not tiered) PROTECTION: I utl,erwiee nJicotad. A. Remove temporary protection and enclosure of other work Promptly remove stucco 09300.14 PRODUCT HANDLING A. Establish layout of ocoeusta uh units to balance border widths at opposite edges of 11400.3 EXECUTION fran Joor frames, windows, and oth,x surfaces which are not to be plastered. each ceiling: Avoid use of less-than-half width units at borders and comply witn D. kno lightly between each succeeding enamel coat A Deliver packaged matei;oia and store n original contoinexs with seals unbroken and rellected ceiling pima whet aver possible. 11400.31 INSTALLATION: E. Apply sufflciermt time between successive coatings to permit proper drying. B Protect stucco from deterioration and damage during the remanaer of the labels intact until time of use , . 09510.33 INSTNLATION A. Assemble and set all equipment assailing to manufacturer's shop drawings and cmatructiun jeriod 09300.15 J09 CONDITIONS: E. Apply fist•-coot malarial to surfocess as soon ole practical. instruction. Provide blotikng, apoca►s, fliers and connectors as nepceststory o 09210.37 GU ARANTEI.: A. Install materials h accordance with .wutoo turer's printed instructions, and comply insure a final installation that b p kunb, level, and firmly anchored n locations materials a1 not tees than rnomfocturenr's recommended spreading rate indicated. A. Maintain environmental conditions and protect wok during and ofiex installation in with governing regulations, fire resistance rating requirements as indicated, and G. APPIY sP• 9 A. Guarantee all stucco wok (interior and exterior) for a period of two (2) years from occadance with manufacturer's recommendations. industry standards applicable to work. the data of acceptance by the Owner. H. Apply one (1) coat of primer (ie indicated) and two (2) coots of the fnhsh rant t. Install Stginlesp Steel Fart xrvice Equipment (4 pwres). Set each praise it-, 09300.2 PRODUCTS B. Install suspension systems with hangers supported only from building structural or other pont indicated for all items mtenor and exterior to be painted. approximate final location. members. Locate hangers near each and and space 4'-0* -0" along each currying chonncl or DIv1SlON 9 t IrHSNES 09300.21 TILE PRODUCTS: runner, unless otherwise indicated, leveling to tolerance cf 1/8' In 12'-0 . 1. Tint the first finish ccK)t to a shade lighter than the fid coat noted on the a. Provide 1' copper waste lines (not PV(:) to all separate equipment drain schedule locations (3) shown on dowxnga. Proper support of these waste Ines to SECTION 09250 GYPSUM BOARD A Glazed Wall Tile: 4 1/4' x 4 1/4'. 1. Secum wire hangers by looping and wire-lying, either directly to structures or equipment frames and separate termnaticros into drain are necessary to inserts, eye-screws, or other devices which are secure, 1. Perform kitchen equipment touch-up as neeassary. b. Provide electrical service to prewired electrical panel. 09250.1 t _IVr?ZAL . B Quarry Tile 1/2' thick of sizes noted on urowings. c. Provide cold water and hot water service to solenoid valves at service C. Install edge moldings at perimeter of acoustical caging area and at locations where 041500.35 CLEAN-UP AND PROTECTION shaft. 09250.11 RELATED DOCUMENTS I. Where shown 'Abrasive', provide monufocturer's standard abrasive-surfaced tile. necessary to conced edges of acoustical units. d. Install pizza matters on shell and connect water lines (quick disconnect), A. [Ving progress of work, ramcvei from site discarded pone materials, rubbish, cons plug in electrical and inatolt flexible drain lines from molter to nalde A. Drawing, Specification Division 1 and Contract C. Provide trim shapes of some material and finish os field tile, and as follows: 1. Attach moldings to substrate of kitervots not over 16' o.c. and not more than 3' from ends, and rags at and of cosh work day. unit leveling with ceding si,spensrar system to tolerance of 1/8' in 12'-0'. Miter e. Final leveling and connection of unit will be by unit manufacturer. Of 09250.12 DESCRIPTION WORK: 1, Bose: Sanitary cove units. corners accurately and xinnit:l securely. B. Protect walk fin other tradesman, whether to be panted a not, against damage by 2. ExtMnd Corners: Bullnose shapes, with u 1,14' radius. paining ond finishing work. 2. Install Al l Ice per instructions found n packing list. Set unit n place, A Types of Work Incudes: G Install acoustical panels in co-ordination with suspension system, with edgss level and make find connections. Insulate waste Ines nom exit location to 09300.22 MORTAR AND GROUT: conceded by support of suspension members. Scribe and cut panels to fii accurately C. At the completion of work of other trades, touch-up and restore all damaged or drain Set remote condensing unit on roof, if applicable, Vo-Adiny necessary 1 Gypsum board applied to wood framing and furring at borders and at penetrations defaced pointed surfaces, prefabricated support role and refrigerant line pitch pan. Instal refrigdont 2. Finishing (pint tape-and-compound treatment) A. Latex-Portland Cement Mortar. Later. modified porctlond cement dry--set mortar. linea and provide necessary instildtion. Provide copper waste ,Ines as own 3. Gypsum Gourd caring on direct suspcne"von system. t. install hold-down dips in all areas. ore a sowings. H Organic Adhesive: Proper type for intaode.i use as certified by adhesive DIVISION 10 - SPECIALTIES 09250.13 Ul1AL11Y ASSURANCE: manufacturer with Primer- sebter where recommended by manufacturer 09510.34 ADJUST AND CLEAN: 3. Instill Drink Dispensing System: SECTION 1000OBUILDING 5PECIAITIES A. Gypsum Board Standard is GA-216 by Gypsum Assockat+on C Epoxy Adhesive: Two-component apcoxy iesx, and hardener. A. Geon expcxved surfaces of acoustical scalings Ind di term, edge moldings, and a. Set one (1) t 4gaisnq unit wi'.tn ice lNna at indicated location �md suspension members; comply with manufacturers instructions for clewing and 10000.1 t;£ Pk oaitkx+ tight against wall. B Where gypsum board systems with fire resistance ratings are required to comply with D. Latex-Portland Cement Grout: ProWwtarr compound composed of pertland cement with touch-up of minor finish damage. b. Set rernois candensirhg unit, if applicable, on roof providing necessary 10000.11 RELATLO DOCUMENTS prefabricated support rails and governing regulation, provide materials and nstoMation identical with applicable latex additive. c. Install service shafts from dispensing units to above ceiling. Cut asse ntmies which have been tested and listed by recognized authorities. 1 Provide product with latex additive which is compatible with loth, additive it DIVISION 9 - FINISHES A. Dt awngs, Specifications, Division 1 a.d Contract. ceiling to neatly fit shaft cunflyination and provide horizontal bracing latex- ortlond cement mortar of shaft to Being grid system above ceiling. 09250.14 PRODUCT H.N0.;NG P 10000.12 GE`ZRIPTION Oil" WORK: d. Install bow lines from syrup/002 location to master unit and tram 1. Calors: As noted a� the drawings SECTION 09900PNN1iNG A. Deliver, identity, store and protect gypsum drywal matsrids to comply with master unit o slave afro. manufacturer's rocorrmmendations 09300.3 EXECUTION 09900.1 GENERA A. Building specialties include the following items e. Install refrigerant lines from master unit to root mounted condenser' � 0990.11 RELATED UOG:)MENTS: � Provide required insulation. 09250.2 PRODUCTS 0;300.31 TILE INSTALLATION STANDARDS: 1. portable fire extinguishers. 1. Provide copper waste lines us indicated on the drawings. 2. motet accessories including grab bars, molt, rock, and monitor poles. 09250.21 GYPSUM HOARD PROOh'CTS: A. Comply with applicable requirements of the following American National Standards A. Drawings, Specifications Division 1, Contract. 3. Tube for As-bust' drawings. Institute standards. 4. Exhaust Hooa Installations /8' 09900.12 DESCKINileJN Of WORK: 8 Cangult drawings to vnrNr items provided by owner and instated by contractor, A. Exposed Gypsum Board: R,qulor type with tapered long edges and thickness of 5M* except where otherwise indicatsd. 1. AIOM for tie insi�!!� With organic aahesive. o. Rall exhaust n i gi casters and wally jack n place levet with 2. At08.`, for Nle installed with dry-set portland cement mortar or latex-portland A. The extent of worts indudea painting and finishing of interior and exterior exposed 10000.1.3 QUALITY ASSURANCE: calling and an and�gnary Inc on support enough where hood is ori?ached. I. Sher,' ::ze: Maximum length available rhic'h wall minimize and joints. cement mortar. items and surfaces throughout project as indicated on the drawings. Rstell filters and r�+stn n and each high enough as to to out of sight and 2 NI ;yQsum Board: Type X cornfonming to AS1Th1 C36 for fire rating. 3. A108.6 for file installed with rgoxy adhesive A. Provide portable vire extinguisher unite conforming with AN51/UL 711. nstdi 5" lag screws 16' c.c. a+ each stud location cxxoees thin bock of hood. ' 3. Gypsum Board installed n Toilet Rooms and Walls Receiving Ceramic lie 1. Surface proporatioh n, priming, and coats of pant specified are addition to D. Drill 3/8' holes from the tofu of hood and provide 'oil-threod' rod from s instructions for mixing and installation of proprietary Water-resistant B. Comply with manufacturer' shop-priming wait. and surface treatment specified under other sections of w . 10000.14 COORDINATION: rea this area Lip into truss space tvJ bolt to top of hood support ausnq 2 materials. washers (1 flo� lock type). 4. Gypeuum Board (lose for Stainless Steel: U.S.G. 'Durodk.' A. Coordinate the work with the placement of interval wall reinforcement to receive a Lo -screw 1/8 steel onle ire, with 1 1/2' log-screws into and across 2 09900.1 , DELIVERY AND STi`RAGE: a 09250.22 TRIM ACCt:SSOr'':.S: 09300.32 INSTALLATION anchor attachments. joist spaces to support dl-thread' rod. Drill 3/8" side n angle iron A. Deliver materials to job site original, new and unopened packages and containers thud bolt with lack was!►a. n A. Provide standard trim achsories of types indicated foaf gypsum Gourd work, famed A Extend tale work into recesses and under or behind eouipment and fixtures, to form a bearing manutocturef s name and label. B. Coordunate locations of the work with other wook to avoid interference and tc assure d. Level exhaust hood to selling by adjusting front all-thread rod. NOTE: It cek of galvonized steer!, with either knurled and perforated flanges for ridding or complete covering witfnout interruptions. proper operation and servicing unite is absolutely peri necessary that the howl fiat be tesupp at the wall mo ant stapling, and beaded for concealment of flanges n join; compound. 09900.14 JOB CONDITiONC locations prior into installing tin a iron and Font support system. B. Accurately farm intersections and returns. Perform cutting and drilling of the !0000.2 PRODUCTS e. Exhaust ducts into hood (both exhaust and m�.ke-W air) fit card. the 1 09250.23 JOINT TREATMENT MATERIALS: withoui marring visible surfaces. Carefully grind cut edges of tie abutting trim, A. Apply water-base paints only when temperature of surfaces to be painted and collared flonge openings in the tap of tha ho.,od. Wald the duct Fran finish or built-in items for straight cligned surfaces. Carefully grind cut edgers of surrounding air temperatures are between 50 degrees F (10 degrees,C) and 90 degrees 10000.21 PGRTABLE FI:t EXTINGUISHERS: Inside the hood and not from the roof. A Type recommended by the manufacturer for the application indicated. tie abutting trim, finish or built-in items for straight aligned joints. F (32 degrees C), unless otherwise permitted by point manufac ureer s painted k tc.;ctbns. A Dry Chemical Type: UL 289, stainless steel tank, with pressure Boge; size and 5. Single/Three Compartment Sink Installation: B. Joint Tape: Perforated type. 9 9 n9 classification as indicated on drawings. C. Instill tie using the following sett beads as shown or scheduled. B. Apply sd•ueent-thinnod paints knty when temperature of surfaces to be panted and a A bracket-screed is supplied with sinks for proper sink hanging at the wall. C. Joint compound: Reodyrmixed vinyl-type for interior use. 1. Quarry Tia Floors tiny-set pobrtond gement mortar or latex- cement surrounding air temperatures ore betwe-en 45 degrees F (7 degrees C) and 95 degrees F B. Provide with 1--anulocturer's standard chromed bracket. install this bracket in the prescribed location for both respectuva sinks. rmxtor over concrete. (35 degrees Cl unless otherame permitted by pont manufacturer's pointed b. install faucets (Chicago #445LD) provided by equipment supplier to splash 09250.24 MISCELLANEOUS MATERi,V..i• 2. Glazed Wall Tie: Organ',c adhesive instructions. c. Slide sinks into r i e 10000.22 TOILET ACCCSSORIES: before nstcling sink to bracket assembly on wall. 3. Quarry Tile Floors h Codex: Set with epoxy adhesive. respective locations and provide cont nu nus caulking A Provide auxiliary materials for gypsum board work of the type sinal grade recommended C. Do not apply pant in www, rah fog or mint. A. Extent of each occessory is indicated on drowings. along wail on three sides• by the manufacturer of the gypsum board. D. Unless otherwise shown, lay till in grid pattern. Align joints when odpnhg a tiles on floor, bole, walls and trim are some size. Layout tile wok and center 09900.2 PRODUCTS B. Proprietary names are used to designate design and construction of specific 6. Work Table: Instal oh postero and place next to fryer. B. Textured Finish Materidr. Latex based textruri,hg material containing fine the fields n both directions in each space. Adjust to minimize tale cutting products Similar items of the ftx#oying manufacturer's are acceptable: 7. fryer. Instdi, set and stout up with toter in unit to ensure proper aggregate; rnanufoctured by U.S. Gypsum. Provide uniform joint widths, urdess otherwise shown. 09900.21 COLORS AND FINISHES: opercRan. Instal god regulates prior to fryer quick with og act connection. 1. Babrioda 8. Toto Range: Oukie-dise�nnect and re�fata canoe with equipmen! Inetdt the 09250.25 DIf2ECT SUSPENSION SYSTEM: E. Install expansion joints m 3ximum 16 foot o,c. in each direction. A Paint calors, surface treatments, and fhle-s, are indicated in 'schedules' on the I 2. Bradley same, adjust flame on picas at regulo}err anal test equipment for proper start up. V contract Documents. 3. Watrous A. Direct Suspension System Mmufoeture n standard zinc-seated system of furring 09300.33 GLEANING AND P, _CTiON: 8. Complete nrztdlatir of the tale sacra and wood fillers at Ounex furnished and ''�' , B. Provide finish coats which are compatible with prime perk used. Notfy Regional C. Master key all accessories. nstallod sa runnersinuring tees and accessories designed for conceded support of cling. n'� after it has Deet a+t in place. Provide 1' diameter x 12" Ig L Equal s, U.S.G. Co. atondard system. A. Upon completion of placement and grouting, clean all No! wrfoces so they are free Construction Manager of any anticipated problems using specified floor for systems expansion bolt into concrete flfor anchorage of sate after being set n place by 0 of foreign matter. with substrates prir+ed by others. 10000.23 TUBE roR "AS-Bi11LT' DRAMANGS: the shipper. 09250.3 E'XECIJTiON �---e 8. Leave fnW ed instalinflor+ clan in and free of cracked, ehi,oed, broken, unbonded, or C. Do not apply pant in snow, rah, fog or mist. A. Provide s inch diameter PVC tube with removable caps an each and length to match 11400.22 CLEANING AND RiSTORING FINISHES: 09250.31 GEr1ERAL GYPSUM BOARD INSTALLATiO(r REQUIREMENTS: otherwise defective ti!e drawing size. 09900.22 MATERIAL QUALITY: drawing After carpkil0en of in;,t:btatCxn, and completion of other major wok, remove A. Locate :,posed and-butt joints os fur from center of wait and ceilings as possible. 0. Prohibit foot ond wheel _ ..oc from using tied flocs for at least three (3) day B. Provide with two brackets. protertive coverings (if any) and clean d1 items, internally and externally. after grouting is c:,mpleted. A. Products of a single manufacturer are listed but products of one of the frillowng Restore exlosed and semi--_xposed finishes to remove abrasions and other damages; B. Install exposed gypsum board with face side out. Butt boards together for a light manufacturers will he accepted so long as they are similar in quality and identical 1C')00.3 EXECUTION polish exposed-metal surfa:ee and touch--up point surfoNces. contact at edges and erAs with not more than 1/16" open space between boards. D. Cover all the floors with "Kraft Paper' In all areas and do not remava the paper in finish (color and texture until final dean-u� at completion of ca±structlon. 10000.'a EXAMINATION: C. Locate either edge, or end joints over supports. Position boards so tt,at both 1. Benjamin-Moore DIVISION 15 -• MECHANICAL. U tapered edge joints abut, oxxl mall-at or field-cut end joints abut. Slogger 2. Pratt end Lambert A. Examine substrates and other conditions under which installation is to occii�, and vwrticul pints over d!1(Vent studs on opposite side of partitions, Locate DIVISION 9 - FINISHES 3. Pittsburgh notify Architect of conditions detrimental to prol•dr and timely completion of wok. SECiit?N 15100 GfJVF.RAL MECHAFMCAL REQUIREMENT W end-bul..t pints as for as possible Fan center of wall and ceiling. i SECTION 09510ACQUSTCAL GfItJNGS 09900.23 EXTERIOR PAINT SYSTF"MS 10000.32 INSTALLATION: 15100.1 REUITEA DOCUMENTS D. Attach gyrsum board to framing and blocking cps required for additional support at aaenng, 09510.1 GENERA. A. Concrete and Stucco: Finisth -- Benpamin Moore `Moorgad Latex House pant' (103). A. Install accessory and tiro extinguisher units n accordance with manufacturer`s A. Drawing, Specifications Divisia. I, and Contract �� and cutouts. nstructlois, using fasteners which are appropriate to substrate and recommended y E. Space fasteners in gypsum boards in accordance with ref rented standards and 09510.11 RELATER UOCIlMENM B. Ferrous Metal: Primer - R,njamn Moore "'rcn Clod Retardo Rust Inhibitive Pant' manufacturer of unit. Instal units plumb and level, firmly anchored in locations B. See Drawings for materials fumished by owner and instalie� :-,y Contractor manufuctunr's recommendations (163); Finish - Benjamin Moore 'Moorgard Laiex House Point' (103). indicated. A. Drawings, Specifications Division 1 and Contract 15100.2 SCOPE OF WORK: F. Attach gypsum Goad d'recty to direct-hun5 metrn4 support system to callings with G Galvanized Metal: Primer - BenPmin Noore 'Iron pad Galvanized Metal Primer" B. install all items in accordance with manufacturer's instructions, ANSI A117.1, ADA, member spacing 1 r divo.cnwxto dir 09510.12 OESe;RI!'110N OF WORK. (155), Finish - t'trhja,min Mace Moargord t_ataz House Point' (103). and local codes A. The rcelk accomplished under Ufa trade sea tenon of specifications incudes: 09250.32 METHODD5 OF GYPSUM BOARD APPUCA710N A. Extent .,f each type of ocoust;.,al coding is shown and scheduled on drawings and D. Pavement Murk,ngs: Pratt & Lc�.uert 'Traffic Pant'. 10000.33 ADJUST AND CLEN�,: 1. Famishing all ion".bor, supervision, and equipment plumbing, for the complete installation all ion incudes: of air conditianng: heating, ventiotiarh, and plumbing, together with all A Instill exposed gypsum board in single layer opplicatiaa as tallows. E. Masonry. Finish - 6:. -nin 'Aoore "Moorglo' (096); 'l coats. A. Adjust units for proper operations and verify that mechanisms function smoothly. necessary uuxlieries and appurtenances. Wille M5 1. VSnyc faced pmol ceilings, exposed suspension. 2. Furnishing of all plumbing materials as noted on drawings. 1. On paitions/walls over 8' - 1' apply gyP� boars; verticrilty ;parallel). 2. Acoustical lay-in panel ceilings, exposed suspension. 09900.24 INTERIOR PAINT 51511]IS B. Aeon and polish all exposed surfaces of factory finished units after rerrovin�� "i 2. On obrtitlonu wall (i' - ?' lazes n her ht sum board haizcntoll� protective coatings. 15100.3 PRODUCTS AND EXECUPON: p / 9 �y 4yp (perpendbcula}, use maximum length sheets possible to minimize end pints. 09510.13 QUALITY ASSURANCE: A. G,Ipsum Bard. Primer - Beymjamin Moore "Latex Quick Dry Prime Sed" (201); Finisn - 3. On ceilings, apply prior to installation of partitions/wOiB Venjamin Moore Latex Satin Finish Enamel (333), A. Except for such items as ore normaty wired up at their pont of manufacture and so A. Wine a acoustical ceilings and components of roof or beam assemblies are required for DIVISION 11 - EQUIPMENT delivered and unless specificelly noted to the contrary herein, the electrical trade B. Whore gypsum board is hose for thin+-set ceramic tiler. and ith toilet rooms, install corn plionce with governing regulations, provide acoustical materials and application B. Wood Shelves: Primer - Btmjdmn Moore "Alkyd Enamel Underbody (217): Finish wig do all electric wiring of s%,Ty character for power supply including control a or auspensiah bearing UL Classification Morlung lox applicable UL design number Beniomin Moore Quick Dr;+ Industrial Enamel (O i). SECTION 11400 OWNER FISHED EQUIPMENT wiring. Under this trox'e, exert nl motors n place ready for connection and woter--resistont booed. fumish staters with each such n.,Aor of the type required and clover it n good liattni in Ul. 'Fire Resistance index' . condition to the electrical at the jun~,. The electrical trade will inou nt all sued. C. Where gypsurn board is boss for stainless steed, install Durock. C. Farrows Menai (Fangio Sia:): Primer - Benjamin Moore Ircxn Qac Retardo Rust 11400.1 GENERAL 09510.14 JOB CONDITIONS: Inhibitive Pant (163�fhish -- Benjamin Moore Satin lmprow Enamel" (235). staters. ® 0. Apply gypsum boards to supports with screws a nails for walla and screws only fa 11400.11 RELATED DOCUMENTS: cerTinga A. Do not Install interior acoustical ceilings until space b enclosed and D. Gotvoniled Metal: Primer - Benjamin Moore 'Iron Clod Galvanized Metal Primer' 15100.4 PERMITS FEES AND CODE REGULATIONS: weatherproof, wet-work in space is completed, wok above callings is completed, and (155); Finish - Ben jamb Moore Impervo High Gloss Enamel' (133). A. Drowhys, Specifications Division 1, and Contract - 09250.33 INSTALLATION OF DRYWALL FINISHING: ambient conditions of minimum 60 deees F temperature and maximum 40 percent F A. Obtain all permits required to perform this worts and pay all fees rewired for such humldity are continuously maintained. E. Wood uoars (Employee Side): Primer - Benjamin Moore 'Alkyd Enamel Underbody' (217)' 11400.12 DESCRIPTION OF WORK: permits. k Apply treatment at gyyyppsum board joints (both directions), fl.inges of trim FYmiath Benjamin Moore 'Satin impervo Enamel' (235). - (19510.2 PRQ7l1CT A. Extent of equipment is indicated on drawings and includes the following: B. Conform to of skate and tocol ordinances sand rulings applicable to this n work and xoeseories, penetrations. fastener hoods, surface defects kind els,,-where as required o prepare wok for decoration. F. Equiprrient Touch Up Benjamin Moore 'Porch and Floor Eno"' (122) 1. Kitchen Preparation Equipment. effect at the time the work is performed. 09510.21 (XKING UN TS: 09900.3 EXECUTION 2. Kitchen Serving Equipment 15100.5 STRUCTURAL AND SPACE CONDITION: 1. Apply joint tape of pmts between gypsum tpoads exkxpt where a trim accessary 3. Wolk-in Coder is Indicated. A Provide 11rn;"ed States Gypsum 1/2' x 24' x 24' white atippk+ shell vinyl faced firs A It is the responsibility of this to install this work to conform to the structure, 2. Apply joint compound in 3 coats (not ncludng preflll of openings n boss), code panels with square edge for kitchen and office. 09900.31 INSPECTION: 4. StorageExhaust Hood Y and sand between last 2 coats and after bet coat, 5. Storage Shelving avid o>bstrucdons and interferences rfth other trades, Preserve headroom, and keep B. Provide United States Gypsum 3/4' x 24' x 24" Glacier Arxxpstore lay-in panels with A Examine areas and conditons under which pointing work is to be applied and notify 6. Employee Lockers openings and passageways dear. - - at woter-resbtant gypeurr board boss for ceramic tie, prefnished square edge B. Tape joints whwit shown on the Drawings. Architect of conditions detrimental to proper and timely completion of work. 7. Clock, Time Card Rock and textured finish. 09510.22 Miscellaneous Kitchen Equipment 15100.6 DRAWINGS: 4 panels 09510.22 CEILING SUSPLN` ON MATERIALS: 09900.32 SURFACE PREPARAi1ON: separate B. A contract will he blued by the Owner for installation of the driver thrh; A. The oiranrfun9e as prepared are dlagranmotic. Follow, as ckpsety as octad construction C. $pray apply textured finish where indicated, in ocoorduncx with manufacturer'smanufacturer's _ A. Coordinate with other work supported by or penetrating through ceilings, including A. Perform preparation and cleaning procedures h o,cordance Pith paint manufacturer's order system. Contractor Is only to install buried sensor loop In pavement of the protect rand the work of the trades vermit. DRAWN BY. light fixtures and HVAC equipment, instructions, for each patkxular substrate condluon. CHEO Instructions. G Installation of electrical rcxigh-fns for items instated older separate contracts b 15100.7 RECORD DRAWINGS: ClfpcED BY. DIMSION 9 -.FINISHES B. Type of Sy-itor ;sing file to be Tegulor tie and either direct-hung, or B. Remove and reinstall hardware, hardware occeesories, plates, lighting, ffxturas, and indicated on the drawings ' the original contract drawings per the contract. Indirect-hun -en 7 sussfon system, nt contractor's option. similar Items n place and not to be finish-pointed, or provide surfoce-opplied A. Provide to the Area chanConsge frcom ttion Manager a complete record set of blue line . BUILDING Tref SECITON 0930 TILT protection. D. A seunoxnte contract will be issued by the Owner for installation of exterior signage which show every change n u C Exposed Suspension Systeme: Chkbngo Metallic system with exposed cross runners Including: 08300,1 GENERAL coped to lay flush with main runners. No. 830-41 at general areas and X1860--41 at C. Sed tops, bottoms, and cut-outs of unprimed wood dws with a heavy coat of vamieh 15100.8 WORKMANSHIP n/� 7 0 H fir:• err".�C ureas. a equivalent soder. 1. Taco Bel pale sign with necbseary foundation. i v I / 2. Drive-thru menu board and directional signs with necesds!xy foundation. A. Perform labor in conformancrr with stondords of the trade by me)honics skilled in FRAME 09300.11 RELATED DOCUMENTS; 1. Provino uniform factory-applied finish on aluminum caps of calling suspension D. Allow exterior plaster to cure 24-48 hours prior to painting to avoid peeling. 3- Taco Bell budding sigh. their particular trade. install pipe and equipment square and phnnb and om*"ibie system, indh,ding me(dings, trim, and accessories of manufacturers standard for proper operation and service A. Drsrngs, Specifications Division 1 and Contract. system, eni0omel white. E. ��grata Contract will be ieeuend by osis ()wrier for installation of Canputer system JOG Nu1�11 09300.12 DESCRIPTION OF MARK: 09900.33 MATMIAL PREPARATION: in¢ 15100.9 VIBRAi!ON AND NOt`.T: D. Provide compression oast as c.°taP,*j at seismic zones 3 and 4. A. Mix and prepare pointing materials In accordance with manufacturer's directions. 1. Cash Regbtex>! w(th cash drawr,rs. A. Install each of the voria:� Dfecos of equipment to operate Without obbjecticx►able A. The ncluuoee ceramic smxfocing units mode from day or other ceramic materials and includes: 09510.23 MISCELLANEOUS MATERli LS: 2. Printer vibration a nolm, B. Stir inatirlols before cppitcations to produce a mixture d uniform density, and stir 3. Cable Assambly PROlO"K ISSUE DATE 1. pared Miall Tie: M egecifbd ah crowncp. A. Provlda trtandad sprint steel heed-down dips. as required during application 4. Video moflta-e t510(1.1Q ADJUSTING ANC BALANGNG 2. Quarry lie: As speclf{ed v;; anuw"rings. 5. Proctssaor 09510.3 EXECUTION 09900.34 APP1_ICATIIJN• A. (icon out all linepa, acloiat all valves, and dean all plumbing fixtured and 6 - 4- 91-5 : 11400.13 PRODt1CT HA IVIG: equipment. B Tie Coundl of America Standard 137.1 Is basis for requirements. 09510.3) INSPECTION: A. Apply paint M oaccordonce with nhan rfactureer's directions. Use application aid techniques best suited for substrotn „nal type of material being applled. Spray A. Upon delivery of the equipment, unlood aid mars until hatdlatlon. Provide 15100.11 CUTTING AND PATCHING SHEET Nllli�Elt 09300,13 QUALITY ASSLIRMCIE: A. Examine conditions under which acoustical calling work is to be performed and notify oppllivatidn Is recommended for general exterior stucco T,llntinq protection from exposure to weather oa,d continuing conetructon. Architect of unsatisfactory conditions, A. flatting or patching necessvy to perraahli the Installation of my wail under this /'-� r-") A. Provide products of the following B. Paint surfaces behind movable equipment and furniture sank as similar expussd surfaces. Contract is the responsibility of this trade. 1 Glazed Wail Tie: �� am drawings. Posit surfaces behind permanently--fixed equipment or fixnllure with prime coat. 2. Quarry ilk: As an drawings. PACIFIC HWY., 116350- Mill +°x 8UP 94-0165 55 OF 56 I F THIS DOCUMENT I S LESS 1T i TIM � 111 11 TTT, ll q T 111TT +« Ijk T 1 � h � � � � j�1 � 1, � � 1l � AUGUST 30 1. 995 113 6 �7 8 ��l � 'J LEGIBLE THAN THIS NOTATION, � ___ - I'I' IS DUE '1'O THE rtIALITY OF No.3e v nlE ORIGINAL DOCUMENT. 24 E 8Z BZ S 9Z -'9Z vZ £ . Z tZ t tBt Lt 9t 4t ^ tyt Si Zt tt t fr3 L 8 9 �I �E ! - P+ touruw i I �IIII (� err I'' llllllllllllll,llll llll�llll IIIIINIi '� vjj�� Ilii ll I I � l�l�l1 I �� i� � �l��l��l �l� ll �111� ll►l�llll ll ►�,ll>.lill�lll� ►�ll►�Illl�ll►it 1 I II iill�llll.11ll��lllllll� Ill�l Il�lll�l�ll�llll 111 �llll 11 ill ill., lll .111 1llli l�lll� Ill IUI�II Ill! i 111 15100.12 EXCAVATION MIO BACKFILLING: D109ON 15 - MECHANICAL 16100.15 TESTING; 16200.9 LAMPS: 16300.14 BENDING CONDUIT: A. Provide necessary excavating and bockfilling for the installation of work 44cilfied SECTION 15700HEATiNG, vENT1LATiNG MN NR CONDITIONING A. Test complete de,:'rk. s,ratem for grounds and short circuits before find acceptance A Provide all ►omps of the size and type Indicated on the Drawings A. Perform rigiough more than 90 degrees.and EMT field bends with standard tools and equipment. Do not bend in this Division. After the pipe hue been Installed, tested and approved, bodfll n accordance with cuc-k,, and utility company requirements the trenches to grade with approved rnnateriol, web tamed or puddled compactly in 15700.1 GENERAL conduits thr B. Incandescent Lampe_ Medium bays• inside frosted, extended gwvia typo, noted at piece. Instill of piping outside the building below the frost the 16100.16 1MhINc�: 130 volts. B. Do not bend plastic conduit In the field. ` 15100.13 FLASHNG 15700.11 REIATE� DOCUMENTS- A. Assume reepunstbllty to make find connections and provide wiring for the following C Fluorescent Lamps for General the: Energy sovhg type; gaol white. C. Sae of conduit cannot ;se less than that reouLed by the National Dect-►cal Code. A. Drawings, Speuficaiions Division 1, General Mechanical Requirements this Division, items ore there is ar, excessive length of A clash around (A pipes passing through the roof in connection with this contract, and Controcl d whbends. with sheet lead built a mhimutn of 10' into the roofing, in all directions !ran the I. Food service esti ent (including condensing units). D Nigh intensity Ogctnwge Lamps Protide with a mogul screw shall base unbroken run a an excessive nnrmbaInstall larger sae conduits than detailed outside of the pipe. 15700.12 WORK INCLUDED: 2. HVAC units onkl fans. E. Furnish and instdl all lamps in all fixtures of sae shown an the drownos. arb D. Install runs in slabs with a few bends us possible, and in such a manner as to ovoid 15100.14 3. NI low voltogc; wiring. manufactured by General Electric, Sylvania, or Westinghouse, moisture entrapment. EXAMINATION OF THE SITE AND DRAWINGS- A A heating, ventilating and or condition pa(i oge will be provided by the Owner 4. Lot lights as shown on site pian. through a designated National HVAC Padcogo Vendor. 5. Sound system 16200.10 BALLAST: E. Construct dI conduit joints tight. Miners metallic conduits are cul, ream the A. Examine the site and review the Drawings and Specifications prior to submitting a 6. Identificah�,: signs inside edge smooth to prevent injury r c stone. c Oaring construction room temporarily proposal. B. Furnish all necessary labor and equipment to completely install the National HVAC 7. Menu-cr.w, boards (interior and exterior). A Provide bellaets having voltage rating in accordance with these specifications. cap or torte all installed conduits. 1 1510015 GUARANil'T=: Package as indicated on the drawings. Design Koh boltast to operate the type of high intensity discharge or fluorescent ser lamps(a) Installed in its fixture. F. Do not use set er cannecUr�n3 on anconduit. 15700.13 CODES AND STANDARDS: DIVISION 16 •- ELECTRICAL y Guarantee for Water 1'eotec Five (5) suers. B Fluorescent Ballasts: High prwror factor, rapid start, dry foll type with built-in G. :solvent weld plastic conduit joints in accordance with the recommendation of the A. Perform oil installations in accordance with the latest standards as recognized by SECTION 1600 PRODUCTS thermal projection. manufacturer. ASHRAE, SMACNA and all applicable state and nasi codes or ordinances. DIVISION 15 - MECHANICAL Li Notional Account 15700.14 PERMi1r.; AND FEt.S: � C. All Hien Intensity Discharge Ballasts: Provide will a .9 minimum power factor. 16300.15 INSTALLATION OF CONDUCTORS:SECTION 15400 PLUMBING V, installs package provided by Taco Bel. D. All Ballasts: CBM-ETL H.P.F. certified, Underwriter L.oboratoriee approved and A. Provide conductors continuous between outlets at junction box and do not make slices A. Obtain all necessary parroits required to perform bw ware and all fees requred for GC supplies and install non.-standard flyturo, addition future or any fixture not having an "A' sound rating, except in outlet boxes, pullboxes, panalboard gutters or hand-hales. Provide 8" 15400.1 (;EaTIERAL such permits. induced in standard package. pigtdls at all connections. 15400.11 RELATED DOCUMENTS: 15700.15 BALANCING AND TESTING: E. Bdloaf"s for Fixtures Instated In Outdoors: Suitable for operation at -20 degrees Package ransbts of 16200.11 PARKING LOT LIGHTING: 16300.16 INSTALLATION OF EQU4PMENT AND FIXTURES: A Drawings, Specifications Division 1, General Mectvnical Requirements this Division, A. Wlthn two cal nriar weeika of the restaurant opening, a representative of the I. Interior Flucresoent fixtures A. Install all equipment and fixtures forming part of the work of this section In and Contract National HVAC Package Vendor will visit the site and perform the following- 2. Exit signs. A Install po+ikhg lot lights where indicated on the site plan. complete accordance with the manufacturers recommendations and all pertinent codes 3. Exterior and regulations. 15400.12 SCOPE OF WORK: I. In t, adjust and balance the equlpmer�t, 4. Parking lo�pde:ita+d UlghtpFxturea. 16200.12 EXTERIOR SIGNS: spec Ju complete installation of all HVAC � exhaust fan systems and other applicable mechanical equipment for prop,- A. Furnishing of all labor, mate6uls, tools, transportation, sarvices, and related installation and operation. 16200.1 CONDUIT: A Owner will furnish and install exterior signs in yard and on building. Items necessary to complete the hs►dleion of the plumbing system k:s Illustratui 2. The National HVAC Vendor will then submit a complete inspection and Balance on the drawings and as follows: Report to the Architect and Area Construction Manager, A. Rigid Conduit: Zinc-coated exterior with zinc or enamel interior or I,.e when S. As worse of this section, furnish and install wiring to sign junction boxes. 3. The National HVAC Vendor will also prepare on inspection report that will be hath or under concrete s!obe, in contact witf+ the each, under x&oc roadways, In 1. Hot and cold water system with complete connections from the ureter meter to the basis of the Cornstnrctkan Inspection Report for the heating, ventilating mosonry walls or exposed on building exterior. 16200.13 MISCEILWE00S CONTROL AND EQUIPMENT WRING: all plumbing fixtures and equipment requiring water connections. and air conditioning Installation. 2 Sol, waste, vent s)etems and condenses lines outside and Inside the building. B. Uscbied Metallic Conduit: Use od for interk.r runs. Fittings; e 3. Plumbing fixturea, ndudhfl all the required trim and ^upports. 15700.16 INSTALLATION ADJUSTMENT: Ygland ring A See Mechanical Drawings far wiring diagrams and refatasd work. 4. Trenching and bocicfNling, compression type. 5. Rough-in and find oonnection to long 16200.14 LIGHT SWITCHES: edlulpmant h the kitchen and service area A Assume responsibility for correcting al items determined to be the result of C. Fle�lble Metallic Conduit: Ma be used In canoe3led locations cess than 6' 8. Fin plumbing connections to heating and ail conditioning equipment. Improper or Incomplete Installation as oudned on the Toco Bell Construction where permitted by code. Fittings; 'Jake' or '!;queaze' type. A. Wall Switches for General Lighting Control: Spoclkvtlon grods, quiet type, 7. Meters and utility connections. Inspection Report, totoly enclosed, ivory color, and manufactured by Hubbell, Slater, or Pass and 8. Gas piping to heating, ventilating and air conditioning units, water `voters, D. Fiber conduit: Type 1 and may be used on concrete encased underground installations Seymour equal to the fdlowing Hubbel Products: ror►qes, and fi)ers. 15700.17 WARRANTY: In lieu of rlg:d steal conduit as permitted by ocde and other mvern" authorities. 9. Er,pty PrC piling in denting apace for bavenoTe lines. Provide a code sized insulated conductor (gr(►dh) gourd wire .n conduit for 1. Singh Pole #1221 A. The Natiand HVAC Venda' will warranty all equipment -Ind material supplied by him continulty, of equiprnunt ground. 2. Double Pole 222 15400.2 PRODUCTS for a period of one (1) yea from date of restaurant opening against defects h 3. Threa-Way 223 materials and workmanship. The warranty win Include the cost of oil Inbar and E. PVC Conduit: May be used for exterior installations whore permitted by .ode and 4 Fawn-Wo 224 15400.21 DESCRIPTION: material. awtharities Provide wire governing Troon ground wire •Men using PVC. 5. Dimmer t.utron) JD-18P ` A. Sol, Waste and Vent P' ' Below Floor ;o 5'-0' Outside Bu t 6. Key Type (Same as above except key operation) tpanq tooling Standard weigh B. As wank of this section, warranty this installation for a perked ane (1) year from F. Flexble Non-MetdlIn Sheathed Cable: Use only for in`.�sconnecltan of units with coated cast iron sol pipe and oat iron/neoprene gasket fittings. Yard piping, the date of restaurant. opening ngohst defects in workmanship. Include the cost of roof mounted condensers. 16200.15 RECEi3TACLE OUTLETS: extra strength vttrifled day pipe and fittings. ikB.S. or P.V.C. Schedule 40 pipe all labor and material under this warranty. and fittings may be ineolled, oar approved by locGI outt o lty in concealed iodations 16200.2 OUTLET BOXES AND JUNCTION BOXES: A. Install single a dt4,lex erxnvenience receptacle for general use verikal, of only. specification geode, 20 ampere, 125 volt, groundingy t^ inror color; Hubbell, DIVISION 16 - ELECTRtCAL A. Outlet and Junction Boxes Used n Conceded Mork: Galvanized or sheradized Slater, or Pass and Seymour equal to Hubbell #5361 and2. B. Sot, Waste and Vent Piping Above Floor Standard weight coated cast Von pipe and one-piece, pressed steel, knock out type; size In accordance with the code. Prov'de stainless steel/neoprene gasket fitting, or A.B.S. Or P.V.C. Schedule 40, as SECTION 16100 GENERAL REQUIREMENTS plastering rings for all flush mounted boxes. B. Other Receptacles indicated on Drawings by NEMA Designation: Hubbel, Slater, a approved by lord authority h conceded locations. Paas and Sepdr+our equal to Hubbell liateat SWITCHGEAR NATIONAL ACCOUNT B. Outlet and Junction Boxes Used Outside of Building, On Roo;; or in Londsoaped Meas: C. hist and Cold Water Piping Above t3he Floor. Typo 'L' copper, hard drown. Below SCOPE: G.C. instals package provided by Toco Flop. GC supplies installs non-standard Waterproof cost aluminum with conduit hubs as required. 1. NEMA 6-20: 2-pole, 3 wire, 250 volt, 20 ampere outlet, Hubbell J461 ground outside of building; type "K' soft drawn copper tubing without joint& equipment, breakers contractors etc. 2. NEMA 6-30: 2-pale, 3 wire, 250 volt, 30 ampere outlet, Hubbell #9330. 16200.3 WIRE AND CARE (600 VOLTS AND LESS): 3. NEMA L5-20: 2-pole. 3 wire, 125 volt, 20 an D. Condensate Drain Piping: T M' qh op (as supplied by Taco Bell) 4 NEAR L6--2(1: 2-pole, 3 wire, 250 volt, 20 am para outlet, Hubbell 310. ype copper Frith 50/50 sweet solder and wrought copper PACKAGE BILL OF MATERIALS: A Provide type of wire m follows: � Atthgs. pol , pore outlet, Hutbell #2320. 1. Fusible disconnect C. , Ground Fault Receptacles: 20 ampere devices with shale cutlet and teat and reset L Indirect Waste Piping: Type "M" c.'npper neith 50/50 sweat solder and wrought copper 2 Distribution panel circuit breakers 1. Unless otherwise indicated provide t T4s IN wire; In wet locations, #GF P ype provide push buttons. Provide receptacle egad to Square D SR-1211-1. fittings. 3. Panex A" 42 circuit ponelba-d typo THIN or X•IHW. 4. Panel 'B' 42 auranit panelboa rd wrt,n 24 hour time doadc and mechanical ly head 2. For nvirk+g adjacent to heat producing equipment, use Type AVA. D. Receptocies for Computer Cash Register System: Hubbell #5262 fG duplex as noted on F. Deveroge Line Pipe: Oectii„al P.V.C. pipe with 30" full 90 degrees sweeps. lighting contractors and Iterposing relay. 3. Do not use wire smaller than #12 gauge except for signal or control systema. drawhga G. Underground Gas Piping: ;ahedule 40 !dock steel pipe w',th long radius steel welding 16100.1 RELATED DOCLIME711S: 4. Wire Installation: 16200.16 OUTLET AND SWITCH COVER PLATE: fittings. Installation of iaa Service Piping; in vented conduit and meeting with a Do not install wire until al work of any nature that may anus" Injury to the local Tan camponya f;provd. A. Specification,Drawin sDivision 1, and Contract 9 � the wire is completed. A Provide a device mate for each outlet of one-piece tt►arrnoplostic type in ivory b. Do not use madnanicd means In pulling wires #8 or smaller. calor r / H. Gas Piping Above Ground: Schedule 40 black steel with 125 pound block malleable 16100.2 SCOPE OF WORK c. Use approved wire pulling lubricant as required-to prevent Insulation iron screwed fittings. Gas Piping Compound at Joints; in _, age and over stn ig of the wire while puling through B. WeathwWoof Duplex Receptacle Cover Plates: Gray cast oluminu m with sprinloaded v Bulletin #54 and local applicable cafes and suitable for ratury gas service. A The work covered by this Division consists of furnishinall material, labor, conduit. double lift rovers to automatically snap shut; egad to Hubbell #5205. g Install moisture traps o+ HVAC, water heater, and kitct,:m equipment equipment, and apparatuses and performing al operations required for complete d. Neatly tape. lace or w:op, all wiring of ponelboards, cabinets, and installation of a complete and properly operating electrical system, in strict similar items into groups to provide a neat and orderly appearance. 16200.17. TELEPHONE SYSTEM: 15400.22 INSULATION: accordance with the applicable drawings and spucificotions. e. If the size and number of conductors in a conduit on the drawing is not �---. o show, then 2#12 wires are assumed A Furnish and instal the telephone empty conduit, pallwwo, terminal boxes, junction - A. Insrslote all hot and cold water copper piping with at iogst 1/2" thick foam rubber 16100.3 APPUCABL.E STAND: mS AND CODES: f, Calor code all seccndary branch crcxrit and feeder conductors to c i•} boxes, and cutis; taxes, h building where indicated on the drawings. or foarn plastic type pipe Insulation. with Art. 210-5 of NEC. A Canform Materials, ew r,. installation of the electrical system to the latest 16200.18 SOUND SYSTEMS: 15400.2' FiXTURE:S: stan.'ards of the foioA nab P., alone: (including all addenda, amendments or 5. No. 1OAWG and Smaller Solid No. 8AWG and lager; standard. supplements thareto). 6. Conductors: Copper, softdrawn of nct leas than 982 conductivity, conte,.- "o I AInstill Intetia sound sysfexn supplied by Owner as shown on drawings. U A. NF'r I x(ures: As indicated oh dretsirVn with equal products tumish�,, by American ASTM specification and latest requirement of NEC. . Standard, Kohler, or O jer. 1. National Dectric;al Code (NEC) 7. Provide new conductors and deliver to the alto n their Original packages. 16200.19 (.)IPUTER CASH REGISTER SYSTEM: LL_ 2. All governing codec and loco) ordinances. 154CI.2-+ CLENtIOUTS, FIWI DRAINS ark FLOOR SINK;: 15200.4 POWER AND LIGHT PME.BOARDS AND CABINETS: A Provide necessary conduit and outlets, and power wiring for computerized cash U 16100.4 PROCEDURES: register system as indicated on the drawings. Provide pull-string in all empty A All A<.cessorba: AS indicated an drawings with equal products famished by Wade, A Furnish and install circuit breeker branch circuit pasrnelboards as indicated in the conduit. Joearn, or Zum being ocaptable. A. Obtain all permits, licenses and bards necessary r the cmpleie installation of ponelboard schedule. Provide ponelboards of a deed-front sofet��r-t eouipped with n I the electrical s±cstema thermal magnetic molded case. -In type circuit breakers. Provos bus structure 16200.20 TIME (ROCK: 15400.25 EQUIPMENT: and man lugs or man breaker hewn having cwrrent and voltage ratings as shown on the /1 Maiintoii a set of record drawings at the job hlte upon which all changes and ponalbcord schedule. Load centers aro not acceptable. A Furnish Grid Install 7-da calendar time dock where indicated on drowin for l/ / A. Water Heater, As Indicated on drawings with equal products fumished by Ruud, y deviations from the original layout ore recorded. y did ext•-tor lights. State, or Rheem. Provide gas water hecoter with -doss B' U.L. labeled flue vent pdnelbaxsrads B. Equip ell with neutral ba equipment orounafing bus and isolated ground baa. Simla to )ktdbestos Type RV canplete with fit,ings, celing collar, tai roof, C. Fumish the Unit Supervisor two (2) sets of o omort�! maintenance and operating B. Upon completion of the ns.alSation, set the time controls per the Owner's Aashhq, and wercthnrtk>int tap. Provide rater hooter with all temperature and instructions for the electrical equipment. C. Enclose the panetboard bus assia-,�,y n a steel cabinet fabricated from galvanized Repreentntive's achadule. safety controls I'ncfudkrg ASNE rated T. and P. relief volve, gas pressure regulator, steel or cquivdant rust- resistant steel. Provide fronts which include doors and drop valve, and similar items. D. Furnish the Owner's Representative with a written guarantee covering thio wok, have flush, !rushed stainless steel, cylinder tumbler- type locks with catches and 16200.21 DRIVE--THRU ORDER SYSTEM: Indudinall equipment, materld and workmanship against all defects for a period springlooded door pulls. Fronts cannot be removable with door in the locked A. Fre Suppression Sycitem: Pra b complete IUsul R-101-30 fire protection system as of one yea from the date of aoeeptance. position. A Provide necosary conduit outlets and power wiring for drive-•thnu order system as Indicated on drowings for hstalotbr in the range exhoxsst hood. Comply with kill local cocks and NPPA Bulletin #96. 16100.5 CONTRACT DOWMENTS D. Arrange and number circuit breakers cs indicated on panelboard schedule. Indicated in the. drawings. Provide pul-string in all empty conduit, RENO= C. Cutoff Volvos Underneith Lavatories and Tank Type Wotee Closets: Chrome plated A Tine drawings determine the general design of the equipmenL Exact disposition of E. Provide terminals for feeder conductors to the panelbowd mains and neutral which DIVISION 16 - ELfC1RICAL angle stop calves with chrome platod e:%cilftchion plates. the equipment Is subject to the requirements a'd construction of the manufocturer's are suitable for the type of conductor specified. - standard, however, correspond the space occupied and general design to that shown on SECTION 16300 EXECUTION D. Home Cocks: Noe,-freeze type. the drawings. F. Circuit Breakers: All molded cos• ick-make, qu quids-break, thermal magnetic, trip Indcation with common trip on all multiple breakers. Label or Imprint the circuit 16300.11 GROUM7IMG: 15400.3 INSTALLATION 16100.6 WORKING SPACE: breakers an the arse with frame: size, trip size, voltage rating, UL approved and _ 15400.31 PIPING A In the installation of all apparatus called for, give special attention to the factory sealed at the factory. A Provide equiFment grounding system such that dl metallic structures, enclosures, raceways, junction boxes, outlet boxes, cabinets, Grid other conductive items dsccessibility of the opporctus and controlling pats. G. Ponelboards: Square D or General Electric. associated with eloctrical circuits ate continuous) at round potential and A Run all piping conceded except where' otherwise indicated on oirawhq.R. rounds o low inn eManca path for Y 9 P 16100,7 WORK BUILT lit: 16200.5 ELECTRICAL SERVICE AND SERN(X EQUIPMENT: p P P possible ground fault currents. B. install valves, traps dean-a,h and other apparatus h an eo'rly accessible D. Solidly connect service neutral to the nco ring budding water service &eod of the r loaotion. A. Provide all buff-in wok ready for installation at the proper time in order that A. Furnish and install 120/208 volt, 3 phase, 4 wire wye overhead or underground main cutoff valve. _ there may be no delay in the progress of the work. incoming secondary electrical service, service attachment service hood, conduit, C. Inatdl soil, waste vent offsets and house drains with a mini.:itxn, uniform grade of wire pondboards, C/T cabinets local utility company metering, Interconnecting C. Equipment Ground Wire: I'HW insulated; green in color. A 1/4' to the foot. 16100.8 MATERIALS, EQUIPMENT, AND WORKMANSHIP: wiring, and grounding o3 Indicated on the akuwings. D Maintain hot and cold wa.'ter lines at least 6' apart where piping is parallel. A Provide new materials and equipment throughout which Is the best of their r , D. Separate ground for computerized cash register system from Rystem g►ound with qh respective 1. Assume responsibility and hurnLRtn az.l lobar and material to assure compatible separate connection to water system. E. Provide escutcheon planes where all Pipe poem through a finished wall, kindR. Execute all work with safety and good workma ship by competent workmen. electrical services 15400.32 HANGERS AND51tPPOR1S: 16100.9 CONCEALED WORK: 16200.6 SAFETY SWITCHES: 16300,1:[ CIINDUIT USAGE: A Use rigid steel caxhdarii to all conduit two (2) inches and lager. - c A Do not cover-up wort of any And before it has tbeen examined and approved by the A Famish and Install safety ewltatnes as indicated on the afrawInga. Fra>,Ade switches A t capper pipkig at Intervale not to exceed 7'-0" and at eacti change in proper inspection authority of size and fused as indicated on the drowin s. horizontal or nror`Ic�i direction, 9 B. Use rigid steel conduit runs h floor slobs, under flea slabs, a h pored concrete 15100.10 PROTECTION: B. Provide switches with o quick-make, sad yr�tctk-break operating handle and mechanism walla 15400.33 PLUMBING FIXTURES: which is an Integral part of the box, not she cover. Provide padlocking provisions � C. For conduit run above switch height in wall or oboes ceiling, use EMT or flexible - A. Protect all work, equipment, and material at all times. Close oil conduits and pipe for padlocking in the OFF povition only. Provide switches with cin dual cover I conduit as permitted by local codes. A Furnish and install dl plumbing fixtures complete with all equipme+:t fittings, openings with caps or plugs during construction. interlock to prevent unauthorized opening of the switch door in the ON p, ition or DRAIN BY trimmings, and accessories. Fmt dosing of the switch mechanism with the door open. D. For conduit run exposed to that weather, r� rlgkf steel �� 9Y: 16100.11 WALL CHASES MID OPENINGS IN FLOOR AND WALLS: B. All Fixtures: (rode A; white C. Provide switches manufactured by Square D, General Electric, Westingnouse, or ITE of 16300.13 CIONDUII INSTALLATION: BUILIW A ISP£ Layout end construct all sleeves, forma and chasms and required openings in floors heavy-duty type and motor rated. C. Fxpooed Piping to Fixtures: A product of the fixtlre manufacturer. and walls for his work. After condult has been hetdlerl, sed openings to restore A Install a ronduY sya tem for the connection of all outlet boxes, jLnetlon boxes, D. Provide slaps as manufactured by the /fixture manufacturer, with meld the fire and xna*e rating of walls and iMacs. 16200,7 FUSES:-to-metal seat pond bards, cabinets, and similar Item, at indicated on aktswingt. � A 7 n far all fixtur»a and equipment. 16100,12 Fl..A9tING: A Provide fuses as Indicated on the draxhnga. Where the fuse size is not ihdcated, B. Where conduits pose through extsrlor concrete wale or footings below grade. ProvMe TVI / VH 15400.34 TEST A Properly flash, counter flesh and caulk conduits and sinlor Items poning through she the fuse for the actual loaf Installed watertight entrance. FRAME walls or roof to nrovide a weathertight In"tallotim. B, Provide non-renewable, current limiting m jection olormt timelag type Nina having ( W►ere candults enter pull boxes. or outlet boxes, secure h ace b � MAOSER A. The plumbing system and a ssocirtted system is sub j"r t to find approval of the p a Y Owner's Repretenlative, and Car AuthorRbe having jurisdiction. Perform al tests 16100.13 KEYS- required galvanized to show code crxnplks e, as dir-cted C. Provide one (1) spare fuse for every fusrh size Installed. • A. Provide' three (3) rete of keys for each key operated device furnished under this 15400,35 CLEANING ANN PROTECTION: division of work. Key dike equVA),ent of same kind. Daellver keys with togs to Jnd D. Prrn.ed Buss, or Gould-Shawmut fuses. hos been Installed, Inspected, and roved, flush the Supervfaor. A After the plumbin4 Piping approved, 1620U.8 LIGHTING FIXTURES: Pft(oTpl'71•'E ME DATE piping system to rtmovee any foreign matter from ';he pipes. Whrnre rewired, use 18100.14 IDENTIFICATION-. chiforlho or HTH tdutlon to sanitize the new piping. A Provide as indicated on Drawings, complete with all required supports, hangers, and 6 - 4- 93 A. pearly and permanently mak equipment, disconnect switches, motor starters, related Rema Provide attached j;lnctlon boxes for Incandescent units. Recelve, 15400.36 MANTQIMif,,E: push-button stations, panels, switchgear, special do*e plates, and similar materials. unpack, assemble and install fixtures indicated to be furnished by other. Provide SHEEN' tt1U!l9ER A. A*tdn r pwb of tM plumbing PAur'es and ateociated equlpment thro ughaie Lne B. Provide typevrritten directories In panels with clear plastic protection shield and fixtures in we hour rated cel ngs with one hour rested onclomsra guasnntast pWW of one month otter And acceptance of the bulding. mount in cad hold". PACIFIC HWY., 11635 SP9 BLIP 94-0165 56 OF 56 ,ice 1. _ ____.. ._ ...._,.__. ._.....n.-.�.�. .,. / ,��._. .. .,. _ -•_ .-....w-. J...., �..,,. u.�,,,,..,,................... ....._.,. n-. 98rf^:p.ilsi.,.rTVcr rsa•«aa.,w.. .. _ ••^B�� ,. _. Y ^ ..._ ... �� ....... .........�,.i,..P»' rtras. I IF THIS DOCUMENT IS LESS TITIJITF, � T �i �� i� rl Ti r1 r t�rjY1T TP t1T " LEGIBLE THAN THIS NOTATION, _ ---4 Irk 1 995 T T QUALITY _ ��-__��__� 8 170 - THE 1 31 12 AUGUST 3Q t - - _ V IS DUE TO THE QUALIFY OF ,yy ORTGINAL DOCUMENT. No.36 E , f3Z L$ •' Z ZJ(rl Z Tll�llllllllhllll !111!1 t IIIIIIIII IIIIIIIII IIIIIIIIL 1111111111111 11J111I1111J1W11u.111111111�11 I