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Plans (4) BUP2O1 6 - 003 52 � ` •-I as \ R_ zot, N TIGARD , Lu , m3i 3 U H M O ARCHITECT VICINITY AND AREA MAPS GENERAL NOTES INDEX ,•j N 1[3 _ BCRA ARCHITECT OF RECORD - 1. ALL NEW WORK SHALL CONFORM WITH THE 2014 OREGON STRUCTURAL SPECIALTY CODE, 2014 SHEET DRAWING DESCRIPTION a 2106 PACIFIC AVE, SUITE 300 0 ids ,, OREGON MECHANICAL, PLUMBING, ELECTRICAL SPECIALTY CODE AND ALL GOVERNING TACOMA, WASHINGTON 98402 JURISDICTIONS' RULES, ORDINANCES, AND REGULATIONS. NOTE: EXISTING BUILDING PER 2010 ARCHITECTURAL w/, TEL: 253-627-4367 FAX: 253-627-4395 OSSC CODES. Ifni �1 "' /IIt v G0.01 COVERSHEET o A2.01 OVERALL FLOOR PLAN AND SIGNAGE ELEVATION STRUCTURAL ENGINEER 2. CONSULT PLANS OF ALL TRADES AND CONSULTANTS, INCLUDING DESIGN-BUILD DOCUMENTS TO A2.14 ENLARGED FLOOR PLAN AND REFLECTED CEILING PLAN - VERIZON VERIFY SIZE, LOCATION, WEIGHT, POWER AND OTHER REQUIREMENTS PRIOR TO BIDDING AND A3.01 ASSEMBLY TYPES, WALL SECTIONS AND DETAILSSEAL BCRA s N, 1 ` ` ' y.. AGAIN PRIOR TO BEGINNING WORK. ENGINEER OF RECORD `'.,. A3.02 DOOR SCHEDULE AND ROOM FINISH SCHEDULE RECEIVED 2106 PACIFIC AVE, SUITE 300 „ 3. PRIOR TO COMMENCEMENT OF ANY PORTION OF THE WORK, NOTIFY THE ARCHITECT OF ANY A3.03 TYPICAL RESTROOMS TACOMA, WASHINGTON 98402 °' DISCREPANCIES NOTED AMONG OR BETWEEN THE CONTRACT DOCUMENTS, OWNER-PROVIDED A6.01 ROOF DETAILS TEL: 253-627-4367 FAX: 253-627-4395 i INFORMATION, SITE CONDITIONS, MANUFACTURER'S RECOMMENDATIONS, OR CODES, REGULATIONS JAN 4 2017 w OR RULES OF JURISDICTION HAVING AUTHORITY. STRUCTURAL CITY OF TIGARD MECHANICAL g. r, 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, S0.01 GENERAL NOTES AND DRAWING LIST BUILDING DIVISION TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED BY THE GOVERNING JURISDICTIONS. SO.02 LEGEND, ABBREVIATIONS LIST, INSPECTION SCHEDULE, AND DESIGN CRITERIA S2.01 FLOOR PLAN RETAIL BUILDING #1 HENDERSON ENGINEERS, INC. •.N...., -. S2.02 ROOF PLAN RETAIL BUILDING #1 ENGINEER OF RECORD a 5. PRIOR TO BEGINNING ANY WORK, VERIFY THE LOCATIONS OF ALL UTILITIES AND PROTECT THEM S2.11 ENLARGED FLOOR PLAN AND ENLARGED ROOF PLAN VERIZON 8325 LENEXA DRIVE, SUITE 400 SITE w, ...ry FROM DAMAGE. LENEXA, KANSAS 66214 ,, ,,,_ S4.01 TYPICAL CONCRETE AND STEEL DETAILS TEL: 913-742-5000 FAX: 913-742-5001 , -- 6. PRIOR TO BEGINNING WORK, PROTECT ALL EXISTING PORTIONS OF THE BUILDING FROM DAMAGE. CONTRACTOR SHALL CLEAR AND REPAIR ALL EXISTING COMPONENTS AS NEEDED PRIOR TO FIRE PROTECTION PLUMBING TURNOVER TO OWNER. . F01.2 FIRE SITE PLAN F02.2 OVERALL FIRE SPRINKLER PLAN HENDERSON ENGINEERS, INC. 7. DISPOSE OF ALL DEMOLISHED OR REMOVED MATERIALS OFF SITE IN A LEGAL MANNER. F12.2 VERIZON FIRE SPRINKLER PLAN ENGINEER OF RECORD > 8. PROVIDE APPROVED FIRE EXTINGUISHERS AS REQUIRED BY THE FIRE MARSHAL. VERIFY 8325 LENEXA DRIVE, SUITE 400 ► ELECTRICAL LENEXA, KANSAS 66214 LOCATIONS INDICATED IN CONSTRUCTION DOCUMENTS WITH THE FIRE MARSHAL AND ARCHITECT TEL: 913-742-5000 FAX: 913-742-5001 i I1O1��uO° PRIOR TO FRAMING. E10.2 OVERALL ELECTRICAL PLAN E12.2 VERIZON ELECTRICAL PLAN I I E20.2 OVERALL ELECTRICAL ONE-LINE & SCHEDULES ELECTRICAL _ i _ c 1 ‘.4.,, a 9. ALL DIMENSIONS INDICATED ARE TO FACE OF STUD, CENTERLINE OF COLUMN OR FACE OF CONCRETE UNLESS OTHERWISE NOTED. MECHANICAL HENDERSON ENGINEERS, INC. - S G - "' ' 10. DO NOT SCALE THESE DRAWINGS FOR DIMENSIONS. MP01.2 OVERALL MECHANICAL AND PLUMBING PLAN ENGINEER OF RECORD MP02.2 OVERALL MECHANICAL AND PLUMBING DETAILS 8325 LENEXA DRIVE, SUITE 400 - - ��''%-%- 11. VERIFY ALL DIMENSIONS, DATUMS, AND LEVEL PRIOR TO CONSTRUCTION. MP21.2 VERIZON MECHANICAL AND PLUMBING PLANS LENEXA, KANSAS 66214 MP22.2 VERIZON MECHANICAL AND PLUMBING PLANS TEL: 913-742-5000 FAX: 913-742-5001 a - 9 12. DO NOT MODIFY THE WORK SHOWN EXCEPT WITH WRITTEN INSTRUCTIONS FROM THE ARCHITECT. 4. MP23.2 VERIZON MECHANICAL SCHEDULES AND DETAILS FIRE PROTECTION -fI I i ii i 40 13. REPORT ANY CONFLICTS BETWEEN THE SPECIFICATIONS AND THE DRAWINGS BEFORE PROCEEDING. MP24.2 SERIZON PLUMBING SCHEDULES AND DETAILS OUTLOT BLDG ; 1 � ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF CONFLICTING INFORMATION SHALL SR1 SEISMIC RESTRAINT HENDERSON ENGINEERS, INC. ‘ ! HHbOO BE DONE AT CONTRACTOR'S RISK. SPECIAL INSPFCTIC,,�} RPOI IMBED ENGINEER OF RECORD ` Q State of Oregon Structural Specialtyr Code 8325 LENEXA DRIVE, SUITE 40014. THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND MAY BE REPRODUCED p Concrets aI COLENEXA, KANSAS 66214 ? �n 0 ONLY WITH THE WRITTEN PERMISSION OF THE ARCHITECT. AUTHORIZED REPRODUCTIONS MUST and Reinforcing Steel Z , TEL: 913-742-5000 FAX: 913-742-5001 ---,is-- �1 = BEAR THE NAME OF THE ARCHITECT. ❑ Bolts Installed in concrete z Z ^ _ 0 Crrrvsl Mnmort F cc ting CDr crztc rr:.`,.s a Q ® Rt.:,i::1,:.iiijvwvtofPr05[rpF„7ingStool Tendons m 5 Z 3 IA Il ST cturai:Voiding ill 1-- 0 © Hich-Strcno t Bolting (- CODE INFORMATION cc . rx LOCAL JURISDICTION: CITY OF TIGARD OCCUPANCY ANALYSIS (CONT.) MEANS OF EGRESS ❑ n ,.o , ,':;f;, cmCencrots I- O u Insulating Concrete Fill (- CODES UTILIZED FOR NEW WORK: 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC) 506.5.1 FOR ONE-STORY BUILDING WITH MIXED OCCUPANCIES THE TOTAL BUILDING REFER TO LIFE SAFETY PLAN FOR EGRESS CALCULATION FOR EACH TENANTD 2014 OREGON MECHANICAL SPECIALTY CODE (OMSC) AREA SHALL BE DETERMINED PER 508.1 OCCUPANCY CLASSIFICATIONS PER 2014 OSSC SECTION 302 E! Sprayp"a'" Fl � d 'e- Rei- .'e p"atcrisls 0 p 2014 OREGON PLUMBING SPECIALTY CODE (OPSC) OCCUPANT LOADS CALCULATED PER 2014 OSSC TABLE 1004.1 0 Pingo,Cr7s„oPtod.,unJ Caissons 0 O 2014 OREGON ELECTRICAL SPECIALTY CODE (OESC) 508.1 SAYS TO COMPLY WITH 508.2, 508.3 OR 508.4 NUMBER OF EXITS PER 2014 OSSC TABLE 1015.1 AND SECTION 1021 ❑ Shotcrote ui 2014 OREGON FIRE CODE (OFC) rn 5 Filling Special Grading, Excavation and 2014 OSSC CHAPTER 11 & 2009 ICC/ANSI A117.1 508.3 NON SEPARATED OCCUPANCIES 1007.1 ALL EGRESS COMPONENTS SHALL BE ACCESSIBLE AND CONTINUOUS TO A PUBLIC WAY ❑ S pectOF CODES UTILIZED FOR EXISTING BLDG: PER 2010 OSSC CODES ❑ Smoke-Control Systems w 0 = gi N CURRENT ZONING: C-G: GENERAL COMMERCIAL DISTRICT WITH PD: PLANNED 508.3.1 OCCUPANCY CLASSIFICATION. CODE REQUIREMENTS SHALL APPLY TO EACH 1014.3 COMMON PATH OF EGRESS TRAVEL MAXIMUM 75 FT AT A-2 & M OCCUPANCY, 100 FT ATB OCCUPANCY. W r I- n PORTION OF THE BUILDING BASED ON THE OCCUPANCY OF THAT SPACE PER 302.1. REFER TO SAFETY PLAN FOR ACTUAL DISTANCE © OthsrinCpoctions o o z DEVELOPMENT ZONE & MUE: MIXED-USE EMPLOYMENT THE MOST RESTRICTIVE PROVISIONS OF CHAPTER 9 SHALL APPLY TO THE ENTIRE I-- 0 o o OCCUPANCY: ASSEMBLY A-2 (RESTAURANT) BUILDING. EXISTING BUILDING IS FULLY SPRINKLERED PER NFPA 13 ORDINARY 1016.1 EXIT ACCESS TRAVEL DISTANCE MAXIMUM 250 FT FOR A-2 & M OCCUPANCY, 300 FT FOR B OCCUPANCY. CITY OF TIGAR13:0:701 ~ J a al BUSINESS B (HAIR & NAIL SALON) HAZARD GROUP 2 REVIEWED FOR CODE CPLIANCE Q o MERCANTILE M (SHELL) w < Z CONSTRUCTION TYPE: V-B 508.3.2 EXISTING BUILDING MEETS ALL MAXIMUM ALLOWABLE HEIGHT AND AREA FIRE-RESISTANCE RATINGS APprove� t I ' o Q Q o ¢ SPRINKLERED: YES - NFPA 13 REQUIREMENTS FOR ALL OCCUPANCIES PER SECTION 503.1 (SEE CALCULATIONS OTS I _ r- F TYPE V-B PER SEC 602.5 AND TABLE 601 AND 602 2014 OSSC a J (- NUMBER OF STORIES: 1 ( ) ABOVE) Permit#: . C� lE'�l `- Z MAX. ALLOWABLE HEIGHT: 40'-0" �� `l Z HOURLY FIRE-RESISTANCE RATING REQ PER TABLE PROVIDED REQUIRED Address: s aoes TOTAL EXISTING BUILDING HEIGHT: 32 -0 STRUCTURAL FRAME 0 HRS 0 HRS > SQUARE FOOTAGE PER STORY: 12,022 SF LIFE SAFETY PLAN Suite#: ROOF CONSTRUCTION 0 HRS 0 HRS B -1 _(O m EXTERIOR NON-BEARING WALLS 0 HRS 0 HRS Y� Da VERIZON - MERCANTILE M OCCUPANCY ANALYSIS EXTERIOR BEARING WALLS 0 HRS 0 HRS 3 2844 SF/30 SF PER OCC = INTERIOR BEARING WALLS 0 HRS 0 HRS • 6,,e04,../ �/� 7 � -6° ASSEMBLY A-2 95 OCCUPANTS INTERIOR NON-BEARING WALLS AND PARTITIONS 0 HRS 0 HRS I,' TABLE 503: (1) EXIT REQUIRED, (4) EXIT PROVIDED FLOOR CONSTRUCTION 0 HRS 0 HRSLn OFFICE COPY CONSTRUCTION TYPE V-B MAX 40 FT HT, MAX 6000 SF in PER 506.3 300% AREA INCREASE FOR AUTOMATIC SPRINKLER 18,000 SF MAXIMUM ALLOWED 24,000 SF PROJECT DESCRIPTION a,E 0 12.23.16 BUSINESS B THIS PROJECT CONSISTS OF LANDLORD WORK PER "EXHIBIT - B: LESSOR'S PRE-DELIVERY L.J= TABLE 503 CONSTRUCTION REQUIREMENTS" PER THE LEASING AGREEMENT WITH THE FUTURE TENANTS (SEE BCRA NO. CONSTRUCTION TYPE V-B MAX 40 FT HT, MAX 9000 SF LANDLORD CONSTRUCTION REQUIREMENTS ON ENLARGED TENANT FLOOR PLANS FOR DETAILS). 14217 > PER 506.3 300% AREA INCREASE FOR AUTOMATIC SPRINKLER 27,000 SF , ,._.k , ,i TENANTS WILL BE LOCATED IN AN EXISTING 12,022 SF RETAIL BUILDING AT 7500 SW DARTMOUTH ST °'DD FIE oo MAXIMUM ALLOWED 36,000 SF , IN TIGARD, OR. FUTURE TENANTS INCLUDE THE FOLLOWING: ;=3 o -• SHEET TrT E 8 MERCANTILE M intt • VERIZON I i TABLE 503 1 o COVERSHEET CONSTRUCTION TYPE V-B MAX 40 FT HT, MAX 9000 SF L n Pit in E PER 506.3 300% AREA INCREASE FOR AUTOMATIC SPRINKLER 27,000 SF d 'o f CD MAXIMUM ALLOWED 36,000 SF r--- l Q THIS SCOPE AND PERMIT IS SEPARATE FROM ACTUAL TENANT IMPROVEMENT WORK TO BE o PERFORMED BY EACH INDIVIDUAL TENANT. ACTUAL EXISTING BUILDING HEIGHT 32 FT Q '-� ACTUAL EXISTING BUILDING AREA 12,022 SF � o Na M N "I \ NI- k_ Na N_ _ _,> SITE DATA BCRA NI OLOIYRpXT NIS .BCRANCN1 RtlMi8 RF9ERVE0 PARCEL #: MAP 1S136CD, TAX LOT 04200, 2S101BA, TAX LOT 00101; AND SHEET r7 L. -I 2S101A6, TAX LOT 01400 SITE ADDRESS: 7700 SW DARTMOUTH ST. TIGARD, OR 97223 �, REQUIRED/PROVIDED PARKING: AS DEFINED IN THE OVERALL SITE PLAN WITH MASTER PROJECT G0 . 01 o o PERMIT GENERAL NOTES LEGEND (171 UO CZE co � a 1. PROTECT, PATCH, & REPAIR EXISTING BUILDING COMPONENTS �� EXISTING WALLS • •t•*♦'♦ •�•�•�•�• / 3 o a a EXISTING STOREFRONT NEW CONCRETE SLAB, REFER TO STRUCTURAL. EXISTING OPEN SLAB TO REMAIN FOR FUTURE FROM DAMAGE DURING CONSTRUCTION. ♦r.�.� / al REFERENCE TENANT PLANS FOR NEW UNDER TENANTS 2. REFER TO ENLARGED TENANT PLANS FOR WORK IN EACH SPACE. +++++++++.+r+«+•+++ SLAB UTILITIES / WALLS OR ITEMS TO BE PROVIDED BY WALMART • • • • • • • CONTRACTOR ,+•+• •+• • •++•+++ M M - - - - - - WALLS OR ITEMS TO BE PROVIDED BY TENANT C N X X WALL PARTITION TYPE. SEE A3.01 2 w Z O © © O © O 0 © O , N CV `I U 0 Cii0) u_ VN 23'-8" 16'-0" 15'-8" 16'-0" 16'-0" 16'-0" 15'-8" 15'-8" 22'--0" -/ /- -/ f Y• r- f -/ - f -/ /- -/ f -/ f -/ fPC1 O EQ EQ I EQ EQ 1 EQ EQ 1 EQ EQ 1 EQ c. EQ 1 EQ EQ 1 EQ EQ 1 EQ i EQ 1 EQ q EQ I r N / f— f 1 -/ / t -/ / r f --/ / f -/ / f -/ / -t -/ Y r -f r r , :. :. SEK I 1 I 1 I I 1.. h .I 4", .- 4% .. . .. iI I .. ., .. . .. . . DOUGLAS L : . . . . . . . .. ., .. . . .., , . u, ERS a E1 0 -Sr na I ; , T 9g--- I.., _. . .... .. o � .- .., .. ... .. .. .b �+ TACO v }} rn .. n . S na S n Srn rn ., . . . . .. .: . . . � _ � S ae I e f. . e. f nae. Si ae f Signage. .: .::. :.,, ,-.- 4:.- --. .:.-Signage .;.:.*,---..:-..f...-..-:1. X71 e I aza c, , n Lu , OF ORS I' '. •f ' I ''f II II Eiaiinn—n_r I I I I I I I \ I I I� I I f I I�� -- I I 1 1 _-- I I I -- 11 1 1 -- 1 1 I I --_-- 11 1 1 I 1 I ■■� I I 1_1 I I I 1 1 1 1 1 1 1 1 nI I I I I I I I I I © TYPICAL SIGNAGE ELEVATION - OUTLOT BUILDING #1 0 4' 8' SCALE: 1/8" = 1 '-0" NOTE: REFER TO PLAN FOR SIGNAGE PLACEMENT ON ALL SIDES. FOR INFORMATION ONLY. ALL SIGNAGE BY TENANTS. SCALE: 1/8" = 1'-0" , O © 0 O © 199,-o" O 0 O O 0 r r I 1 I I 1 I 1 1 1 1 29'-6" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 29'-6" / / / / / / 24'-0" 2' 2' 16'-0" 2' 2' 16'-O" 2p 02'-8" 3'-4" 10'-0" 3'-4"8 2'-8" 3'-4" 8'-8" 3'-4" 2'-0" 14'-0" 3'-4" 2'-8"2'-0" 16'-0" 2' 2' 16'-0" 2' 2' 24'-0" 3'-6" Z / / / / / / Y r r / / rr r Y / / / / / / r / / / / / / k / _ = R.O. R.O. R.O. R.O. R.O. __ Z z N N :n Z L-Zi Z Q In 5z W 0 CO W RCD 0eh, , , 1,, , I_ _ „ .c,„ _ 1 :,,,-- _,oc.,_ _ _ - - - -. ..• lak, . _ _ip O ____ 'coFIRE I ELEC. ROOM "I4. +• + • • • r + • « r + CD 1 O O SPRINKLE L - «+ • •♦•+ + + « + + + + • LLJ 103 102 r. . + • ++++++::::::::::+7:4-::::+:/;+++:::1 « . « • + . • + . ELECTRICAL EQUIP. « •'• + + •+•' ••----rfir 0;4 ...... ....+.•« •• • + • • • 0 dr ArearA • CO CV N o LI//////�_f�a��a% It INNII I I III '�_ I • . . It 0 6- 01 CV CN I O ISI N OOpZ — 4 2 Cpl \C �< F- TY W I - I I' � , �� I C2,—O„ W � z 0 0 VERIZON c� \ 290 I - \ aQQo1 z \ r= 1Cit o I I SEE A2.14 a0 0 � r— I m O� \ o\ i - 6-p �p Q� - - - - - —fi— EXISTING - - o O REVISIONS In M\ SHEAR WALL I oi TO REMAIN I \ 0 0 o 1 Lo I 6-o L 0 c.4-1ALL DEMISING WALLS I o o SHALL BEBUILT AND READY TO RECEIVE PAINT I I BY TENANTS. VERIZON 'RI DATE 2,844 SF 12.23.16 CNI 0o I li BCRA NO. LL I 14217 a CC \ CADD FILE o O ik I .o tc4\ O I - SHEET 7111.E o4 -co Zo – [7. -Cc \ • O OVERALL FLOOR PLAN N O E © .I © © r lc Z © I Z — ra AND SIGNAGE c. oW - -" N 4 TYPICAL TENANT SIGNAGE ELEVATION T: tui U v o PLACEMENT. REFER TO ELEVATIONS EEXTENTS OF CANOPY FOR HEIGHT. FOR INFORMATION i \\- ONLY. ALL SIGNAGE BY TENANTS. NABOVE, TYP. 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' -0" 4'–O" 3'-6" "'-6' 6- T , / Tr rTr rTr rTr rTr , T r BCRA / I /1111 O COPYRIGHT 3015 •BCPA.NC.RLL RIMS RESERVED CO 3'-6" 24'-0" 4'�0" ( 16'-0" 4'�0" 16'-0" 4'�0" 16'-0" 4'�0" 16'-0" 4'-0" 1C-0" 4'-0" 16'-0" 4'-0" 16'-O" • -0" 22'-0 " 6'-o" y o r / r , r r r r r / r / r / r / SHEET N O © 4 4 © O O 4 O 0 N 0 N FLOOR PLAN - OUTLOT BUILDING #1 D 4' 8' A2 . O 4111ili SCALE: 1/8" = 1 '-0" SCALE: 1/8" = 11-0" o PERMIT LANDLORD CONSTRUCTION 4:1 s • REQUIREMENTS 1. RESTROOMS PER PLANS m 8 2. ELECTRICAL PANEL AND OUTLETS PER ELECTRICAL 1 rs 3. I-IVAC SYSTEM PER MECHANICAL < g - ) 0 0 I O 0 4. PARTITION WALLS PER PLANS 5. A FLAT CONCRETE SLAB ON GRADE READY TO RECEIVE LESSEE'S - FLOOR COVERING WITH STANDARD FLOOR PREP BY LESSEE LL 6. DEMISING WALLS AND INTERIOR PERIMETER WALLS SHALL BE g" GWB, (11) r-. -V TAPED, SANDED, AND READY TO RECEIVE PAINT. INSULATION SHALL ��//1�� N v BE PLACED BETWEEN DEMISING WALL FRAMING MEMBERS tO CO 7. CEILING SHALL BE 2' x 4' LAY-IN ACOUSTIC TILE. CEILING HEIGHT 1- N 49'-6" SHALL BE AS DETERMINED BY SHOPPING CENTER STANDARD. / 20'-0" 29'-6" 8. LIGHTING SHALL BE 2' x 4' LAY-IN FLUORESCENT FIXTURES SEAL 1 / APPROXIMATELY ONE FIXTURE PER 90 S.F. ALL FIXTURES SHALL BE r -1 r- I I SWITCHED IN LESSEE'S STORE AT BREAKER PANEL ec .,ED I I TLi DOUGLAS p, I I I I I GENERAL NOTES a3tR 1 i I vi TAcolA, wA •• 1. PROTECT, PATCH, & REPAIR EXISTING BUILDING COMPONENTS -�� 4--5424�,G IIIII I I I _ T II - I O 1 { 11 FROM DAMAGE DURING CONSTRUCTION. OF ON' * * , * * * * • * * * - I * t I- , * * * * * . * * * * * * * * * + * 2. SEE A3.02 FOR DOOR AND ROOM FINISH SCHEDULES. 4A + + + + + + + + + i + + I + + + + + + + + + + + + + + + + . +LLJ -J 3. SEE A6.01 FOR ROOF PENETRATION DETAILS. + 1+ + + + • . + + + + + + + + + + + ' - + + + + + + + + + + + + + - + �4�� +I + + + - + + + + + + + II� + + + + • + + + + + + + + + + + + t + 4 + + + + + + + + + + II- + + + ' • + + t + - t t t t t + + + + + + + ` R-- +' + + ' + + + + + + + + t + + • + + t + + + t + t + + t + + 4 t t t + + + + + + + + t + + + + + + + + + + + t + + + + - + fr+ + + • ^ RE. AL4.S "0 D :� 4E ; "T. + + + 1 + { + + . + + + + + + + + + + + + + + + + + + + + + + + + _ + + + + + t + t t t t t + + + + + - - LEGEND t t - . t + + + + + + + t + + + t + + t + + t + t + + t 4 — + + + + + + + + t + I-' � I, I UT ' A • :INF FIXF 'E+ PrtVID.. + + + + + + + + + + + * / / i + + II + +� + + + + + + + + + g, E + + + • + + + + + + + + + + + + EXISTING WALLS + t ' t + 1'+A + _� t t t I t t t + t t t t t t t t t t t t + e ' , + + + + / + + +/ + •. TR,iI,IS ' uRE 11$T' . . + + + + + + + + + + + + + + . + `' 1 4 + + + + + 4 + + + + + + + + + + + + + + + + + O O EXISTING STOREFRONT + + + + •BS '^0 + , +T + # + + + + + + + + + + + + + + + + + WALLS OR ITEMS TO BE PROVIDED BY WALMART • . + + + + + + + + . + + + + + + + + + + + t + + + • + + ` j' '' [. � •` CONTRACTOR + + + P. + + / + + + + . 1 + t + + t + + + + + + + + + + + + 4 '+:; . .} I + + + + + + + t + •� + + - + + + + + + + + + + + + + + + + + t + + + + + + +/ + ' + + + + + + + + + + + + + + + + + + + 4 •'•: . ,,'' °' 4 + + + + + + - IF + + + t t t + + + + + + + + + + + I - - - - - - WALLS OR ITEMS TO BE PROVIDED BY TENANT I I t I I `� r . *++ +4-++ + + + NEW CONCRETE SLAB, REFER TO 9/A3.01 AND _ „ STRUCTURAL. REFERENCE TENANT PLANS FOR Elmo A8 I / 1 cm- C —1— I '' ry:' : C - -_ _ _ +++ ++++t t+ NEW UNDER SLAB UTILITIES \ c FUTURE WALLS PROVIDED BY TENANT. . -1 L Ji RESTROO .'. .: .. \ L - _ I J _ ,,.. ' I LIGHT, REFER TO ELEC r NEW DEMISING \ / \ \ 4 Z "/ WALL, SEE A2.01 N \\ \ " ".. :[ H".:".. \ - 0 1908 , \\ N I \ X / HVAC EXHAUST, REFER TO MECH Z I - ! �\ _ • ° . — A 1 I HVAC EXHAUST, REFER TO MECH 03 LU 7A3 Q I-- A3.01 TYP N I- CO ® DEMISING WALLS I - - J 1 .rLU L.L X x WALL PARTITION TYPE. SEE A3.01 O H ._ - - - - - - - - - - - � - \° - - - - - - - - - - -( - - - - - - - - - - - j O 0 a, p n�// ,n • 12'-0" M LJ� o O LO CD I I CO M CD I _ - - _ r *k0 ; N en UJ 2 N CC CC al ° Q ° � Ln Le ALL WALLS AND FLOORS READY w 2 Z c, 6 1 FOR FINISH BY TENANT. REFER = _ TO ROOM FINISH SCHEDULE. 1' � J o0 F m 0 z o REVISIONS N > I I I I �.r- a VERIZON m I VERIZON I z 190 N 1190 1 J LTJ V o I H z ccTATE o 12.23.16 o - _1 MCRA NO. ow 14217 o I I 1 I C COO RE LU SHEET TINE I I I I . . ENLARGED FLOOR c7,-, 0 N I I I I PLAN & REFLECTED WI 1 t�a 1 T� L-1 f"ji �1. — „ , - I , 1 ,I 11 IIT i - - - - - CEILING PLAN - I I — I I VERIZON I O i �1 1 I I � � I. H 11 II mfAavaGNr sots -ecaq He ALL RIGHTS RESERVED CD N I I ExISTI�JG I / SHEET c•Io L i 1 1 STOREFRONT, TYP N ENLARGED REFLECTED N o ENLARGED FLOOR PLAN - VERIZON G 82' 4' ' 2 CEILING PLAN - VERIZON 0 8' KEYPLANI Lu A2 14 o SCALE: 1/4" = 1 '-0" SCALE: 1/4" = 1'-0' le) EB SCALE: 1/4" = 1 —0 SCALE: 1/4" = 1'-0' N 0 0 PERMIT .... unll.. A3.01 \ ""_!I U O U W = E �.�� •, u 1 DOOR VARIES en g MIEn SLoomenmeN SMENS ■_-■�E— wa��triara; ' I NO STOP AT CASED OPENING .��.� MONESBANSUMISOMMiinmm J TYPICAL DISTANCE TO WALL M N �� T mannrinISIMEnellMIIMINSINS Nrr = AT HINGE SIDE ONLY UNO LL ui Si._ - - REF PLANS TION TYPE N. a EACH SIDES SEALANT Tr CONTINUOUS SEALANT n a I EACH SIDE1 Li-- iiiii."1111 COCV = = DOUBLE STUDS F -40 NO STOP AT CASED OPENING cilli WALL TYPE REF SEAL VARIES PARTITION TYPES DOOR-4411 � � BR'CE ALL PARTIAL DOOR JAMB DOOR HEADDOUGLaS PQ,:} HEGHT PARTITIONS 10 OEEFi TO STRUCTURE SCALE: 1 -1/2" = 1'-0" SCALE: 1 -1/2" = 1 '-0" o y TACO a, wa 4i y� #5424 c, �� OF01i ii I. ►i ►i ;�� NI:_ WALL TYPE PER PLAN WALL END CAP Its 14 ` AW MelleeleiMetWiate 7L J (2) ROWS OF EMSEAL QUIETJOINT - SHG, X3.00) OR EQUIVALENT. SUBSTITUTIONS REQUIRE MI 3 NM MANCUFACTURERHITECT'S PSRRECOMMENDAOVAL WION FOR . SOUND ATTENUATION IIIIIIIIIh BATT INSULATION 0 SEALANT. JOINT AND SEALANT COLOR • RESTROOMS WALLS SHALL BE BLACK. AND CEILING , TYP. <k- ' " v'v` . r B 11, s IXISTING STOREFRONT 1 I • I ' . Ire - CEIUNG WHERE /BUNG WHERE = SCHEDULED = SCHEDULED �/�/ALL @ STOREFRONT - SHOW INSULATION SCALE: 3" = 1 '-0" F2 REF PLAN FOR WALL TYPE A8 4'-O" MAX ZO MI I- - I J Z Z NEW SLAB ON RESTROOM SIDE 1" I 1" GRADE PER STRUCT.SEE V Z 1� I �� BOTTOM OF DECK m EXTENTS NEW N FOR MI - _1. .40....a7 CONTINUOUS SEALANT EACH SIDE Q W BARRIER VAPOR . SEE A3.03 FOR LIIIIII BRACEADJACENT WALL PLYWOOD BACKER2 1/4 �\ - AT CORNER I- 0 EXISTING CAPILLARY BREAK U . AT RESTROOMS - AND GROUND IMPROVEMENTS - CONCRETE SLAB 1 3/4 �� 5 . . 2 \ GYPSUM BOARD ATTACH AT TOP ONLY - _ - . y = 3ATTACH 16 GA 4" DEFLECTION TRACK DMTL STUD BR CING 20 GA CUP ANGLE Io 1/4"� t� v LE- WITH #10 TEK SCREWS FOR (2) AT 32 OC AS tri) 0 •. -4410 ROWS AT 24" OC TO MIL ROOF DECK REQ'D TO STABILIZE I 18 GA TOP TRACK M / / / / / / / /` / / / • Imo"-� J-MOLD EDGE �\ PARTITION EACH SIDE 2" X 20 GA CONTINUOUS MTL STRAP SMTL STUDS CHEDULED AS ~ °\��i\��i\��i\\i\��i\�\i\��i\��i\�\i\��i\�\i\��... ' r,.•. ::, •. 7 r w IY Et = N T CD !/ / _� WALLMTL FINISHREF PARTITION TYPES TUDSI PARTITIONWALL H TYPESO O o z PARTITION FULL HEIGHT DEMISING a WALL SECTION 8 WALL SECTION WALL SECTION DEMISING WALL CAPTURE TRACK PARTITION BRACING w , z ca CS in I 9 n r r " r n 2 J () g SCALE: 1/2" = 1 0' SCALE: 1/2" = l '-0" SCALE: 1/2" = 11-0"0" _ 4 0 < Q o a SCALE: 1 -1/2 1 —0 SCALE: 1-1/2" = 1 '-0"Ln J o F mREVI0 PARTITION TYPES PARTITION GENERAL NOTESS'°NS U) AUGN FINISH W/ EXIST. WALL 1$ 1. STUDS CONTINUE TO DECK UNO. REF CAPTURE TRACK o INTERIOR NON-LOAD BEARING PART1110N HEADER SCHEDULE 5/8" GYPSUM BOARD P� I'''� DETAILS FOR DEFLECTION REQUIREMENTS. 0 CRIPPLE STUD HEADER HEADER MINIMUM EFFECTIVE X Sr it / LENGTH MEMBERS PROPERTIES PER STUD 2-1/2" METAL STUDS, �� 2. USE 5/8" TYP X GYPSUM BOARD ON FIRE RATED ll z CLEARANCE 1/4" - 3/8 4111 ( , F2 18 GAUGE ® 16" OC �� PARTITIONS o 2' TO 6' (2) 6" X 18 GA 1 x = 2.042 Sx = 0.670 NSOUND ATTENUATION INSULATION, 1" MIN. 3. CONTINUE FINISH MATERIAL TO A MINIMUM OF 6" ABOVE W 6' TO 8' (2) 6" X 16 GA 1 x = 2.518 Sx = 0.839 co DEFLECTION TRACK / / VERTICAL GYPSUM BOARD 8' TO 10' (2) 6" X 14 GA 1x = 3.094 Sx = 1.031 INSTALL FRICTION FIT ►� . R GAP SUSPENDED CEILING SYSTEMS UNO. TO MAINTAIN AIR GAP 1/2t-* CONTROL JOINT REF 10' TO 12' (2) 8" X 18 GA 1x = 4.134 Sx = 1.033 �!, 4. WHERE NO CEILING IS INDICATED CONTINUE FINISH TO �� / 5/8" TYPE X SPECIFICATIONS 12' TO 14' (2) 8" X 16 GA 1x = 5.110 Sx = 1.277 TRANSLUCENT WINDOW FILM, INSTALL I�� DECK UNO. MAINTAIN CLEARANCE BELOW STRUCTURE M GYPSUM BOARD 14' TO 16' (2) 8" X 14 GA 1x = 6.303 Sx = 1.576 PRIOR TO FRAMING, REF SPEC ►� PER DEFLECTION TRACK DETAILS. 12.23.16 a ► 16' TO 18' (2) 10" X 14 GA 1x = 12.325 Sx = 2.456 5. REF SPECIFICATIONS FOR LATERAL BRACING OF STUD BCRA NO. 3-5/8" METAL STUDS, PARTITIONS m / 18' TO 26' (2) 12" X 16 GA 1x = 15.730 SX = 2.334 SECTH III 1 5/8" DRYWALL A 1 14217 w 18 GAUGE ® 16" OC �� 6. PROVIDE ALTERNATING DIAGONAL METAL STUD BRACING SCREWS AT 24 OC X 4� CADO FLE 5/8" GAP ' w ABOVE THE CEILING FOR INTERIOR WALL STUDS THAT DO o �ro �_ A3 NSULATIONE0 RESTROOMS 10"--40.11111‘ sNFFf mLe MTL STUD I NO GO TO DECK FOR ALL WALLS LESS THAN 6" WIDE. 1 / B \ 5/8" TYPE X (1) #10 TEK I 5/8" GYPSUM BOARD -.L�a REF 4/A3.01 FOR PARTITION WALLS AND 5/A3.01 FOR GYPSUM BOARD SCREW AT EACH I + - iill'l DIAGONAL BRACING OF FULL HEIGHT STUD WALLS WHICH ASSEMBLY TYPES, Tr)" INSTALL CONTROL VERTICAL STUD SPAN TO DECK. CN JOINT ON BOTH GYPSUM VERTICAL GYPSUM BOARD DOUBLE MTL STUD SECT - 7. PROVIDE FIRE BLOCKING AT FLOOR AND ROOF LEVELS, WALL SECTIONS E SIDES OF THE WALL 1100/1° 1BOARD 1/2" CONTROL JOINT REF AT JAMBS BOTTOM TRACK I �B - 6" METAL STUDSXg LOCATE AT LATCH 18 GAUGE 0 16 OC AND OTHER LOCATIONS AS REQUIRED BY CODE SIDE ONLY ON ZINC CONTROL GYPSUM BOARD SPECIFICATIONS BOX BEAM TOP TRACK I -- X • ' 8. REFER TO A3.03 FOR PLYWOOD BACKER AT RESTROOMS. & DETAILS SINGLE DOORS JOINT STRIP (2) STUD HEADERS SOUND ATTENUATIONII MTL STUDS HEADER REF 1/A3.01 M FINISH AS INDICATED—. MTL STUD HEADER`"riA6 INSULATION 1 aBOTTOM TRACK 18 GA TRACK WITH (3) #10 TEK 5/8" GYPSUM BOARD It PARTITION '� PARTITION FLOOR SCREWS EACH SIDE TO HEADER AND BC RA. N • o SHEET AVARIES (6) #10 TEK SCREWS TO JAMB 8" METAL STUDS, ��°GM�16 KRA RUMS RESERVED N 01.°11 i6 GA TRACK XX MTL STUD JAMB 0 SECTION-B SECTION-A 18 GAUGE ® 16" OC i- ' o ♦/ GYPSUM BOARD X SOUND ATTENUATION INSULATION 43 AS I►� A3 . 01 HEADER CONNECTION DETAIL CONTROL JOINT HEADER CONNECTION DETAIL 5/8" GYPSUM BOARD � © SCALE: NOT TO SCALE SCALE: 1 -1/2" = 1 '-0" SCALE: 1 -1/2" = 1 '-0" o X = HEIGHT IN FEET WHERE NOTED; ALL OTHERS FULL HEIGHT PERMIT ma 3 DOOR SCHEDULEirl DOOR SIZE DOOR FRAME FIRE DETAIL REFERENCE DOOR NUMBER (W x H x D) TYPE MAT'L FINISH GLASS TYPE MAIL FINISH RATING REMARKS NUMBER WI WI = HEAD JAMB SILL N W 190A 3'-0" x 7'-0" x 1 3/4" F HM P102 -- A HM P40 -- 10/A3.01 11/A3.01 -- 1, 3 190A " LIII) 1908 3'-O" x 7.-0" x 1 3/4" F HM P102 A HM P40 10/A3.01 11/A3.01 1, 3 1906 a _= N PCU CO a M b N O 1- N SEAL DOOR SCHEDULE ABBREVIATIONS DOOR SCHEDULE GENERAL NOTES HM HOLLOW METAL 1. PAINT DOORS AND FRAMES AT INTERIOR SIDE OF RESTROOM ONLY. 4Re , TENANT SIDE READY FOR PAINT BY TENANT. !DOUGLAS P. 2. DOORS & FRAMES READY FOR PAINT ON BOTH SIDE BY TENANT. OBER 3. REFER TO SPECS FOR HARDWARE GROUP. e CA TACO A, WA TA% #5 24 ( OE00 kPER SCHED.k 2" PER SCHED. 2" N11 11 4— N N N pLLI \ 0 01 _ _ N /N W W d / d / / FINISH FLOOR FINISH FLOOR F A FLUSH DOOR TYPES DOOR FRAME TYPES SCALE: 1/4" = 1 '-0" SCALE: 1/4" = 1 '-O" CS z (/) zZ o <J ROOM FINISH SCHEDULE m Z WALLS J w ROOM ROOM FLOOR CEILINGS ROOM H NUMBER NAME A B C D NOTES NUMBER w n, FINISH BASE MAT FINISH BASE MAT FINISH BASE MAT FINISH BASE MAT FINISH MAT FINISH HEIGHT I- 0 190 VERIZON EC - G -- -- G -- -- G -- -- G -- ACT -- -- 1,2 190 _1 LL" RESTROOM EC RB1 NRP1 G RB1 NRP1 G RB1 NRP1 G RB1 NRP1 G ACT -- -- 1,2 0 m LL o O En M Z Q COM Lu i r M CC IL�� I- r-- a O O o z co 0 co JF- 222 I 'a ci E m Z g tn to a000 < d Jrzp H in I REVISIONS m 0 w , J o 0 : _ 1 0 Cl) _ w Li M O c SCHEDULE MATERIAL KEY ROOM FINISH SCHEDULE NOTES cm DATE wSCHEDULE FINISH KEY A CONCRETE 1. ALL WALLS SHEET-ROCKED, TAPED, SANDED AND READY FOR PAINT BY 12.23.16 D F OPEN TO STRUCTURE TENANT. MARK FINISH COLOR DESCRIPTION G GYPSUM BOARD 2. FLAT CONCRETE FLOOR READY FOR FLOOR COVERING BY TENANT. BCRA NO. N ACT ACOUSTICAL CEILING SYSTEM WHITE 24" x 48" x 5/8" 14217 o EC NATURAL COLORED CONCRETE -- GADO FEE 0 0 N O SHEET IDLE M G DOOR SCHEDULE N roO N AND ROOM FINISH E SCHEDULE L E ii BCRA OCOPYRIGHT 2015 -BOCA NC ALL RUMS RESERVED LO O SHEET N O N U N 0 iS A3 . 02 ci0 o PERMIT GENERAL NOTES tUO !Co. 1. REF A3.02 FOR ROOM FINISH SCHEDULE. 2 3 2. REFER TO ENLARGED TENANT PLANS FOR DIMENSIONS. m i � g in o KEYNOTE LEGEND "JB N HT: = ,.j N N W 10.03 ELECTRICHAND DRYER LL i 10.06 TOILETILETPAPER HOLDER � a 10.07 SANITARY NAPKIN DISPOSAL 'et = 10.11 MIRROR CV a rn to 10.12 TOILET SEAT COVER DISPENSER c 10.14 GRAB BARS (INSTALL PLYWOOD BACK IN WALLS) ~ 10.29 SOAP DISPENSER SFA DOUGLAS p• 14 OBER: CA TACO A, WA . 7 , #5.24 _( OF 00 T o0) Z I- Z Z _J 5 Z co W J HN W LI- 1- .I.. H I- 0 0 u. H 0 co 0 eik LI— LT) 0 C CD laN W 2 N 0 co O 2 6 1- c CI 0 0 w 2 Z 0) ix asit' Q0 ; 0 a J i P z REVISIONS T m 01 O O Ln M m inI CO O 1 12" MAXI 42" MN. DATE cn oo (1 / \ 12.23.16 0.11) 39"-41" I NO. LLJ CC (10.29) / 11 \ a (10.03) i 14217 a DOOR (CO (10.03) (10.14)18" 18"(10_14} RNO DOOR c' SIM. �D FIE POSITIONOPEN (V (10.14)36" 42"(10.14) it I ,.....7z- SHEET ro o¢ "rjL( DRAINPIPE / 2'-0" 1'-0" 2 1/4" dI PROTECTIVE * / 10.14 42" 36" 10.14 7,. SIR. COVER \ 1 (C V 10 07 — — — _ — — — — — TYPICAL RESTROOMS Lid I — jr... \L - - - � w / -"-----... t --t---) a_ a s QS m b 1 \ m • • ` ' �IL \, I . \ 1- n / J WI KNEE 0 M o �� 10.06 FLUSH CONTROL a M co M E Lam, CLR ^ \_ AT OPEN SIDE OF a / o < N WATER CLOSETEXT CI- E ((//''Q��TR /A� o I -m o - BCRA i ia. "'• • T 6" MIN 16"-18" 42" MAX. �" Ca COPYRIGHT 2015 •BRU NC.ALL RIGHTS RESERVED o / T TOE CLR 10.12 / / 10.06 SHEET 0 CV TOILET ELEVATION TOILET ELEVATION TOILET ELEVATION TOILET ELEVATION 4 SCALE: 1/2" = 1 '-0" © SCALE: 1/2" = 1 '-0" SCALE: 1/2" = 1 '-0" SCALE: 1/2" = 1 '-0" A3 . 03 . N 0 PERMIT •algo N 9 3 m4 t U in O M O Y MyJ, N -4 = In N C' _ U N W L Z b Q = � U b 0 d M b N O H N SEAL itp hDOUGLAS P.11 OBER ` , o ,� TACO 4 wc, '� 1F5424 �OF ORS WALKWAY PADS SPACED 3" APART LOCATED ON ALL 4 SIDES OF RTU, PROVIDE DOUBLE ROW ON ACCESS SIDE OF UNIT AS SHOWN, VERIFY r LOCATION IN FIELD Z 1_ PROVIDE CRICKET AT ALL 0 z MECHANICAL EQUIPMENT, ±,��i±:±; � �� SKYLIGHTS, RTU'S, ETC. P 7e:�� m W INSTALL TAPERED INSULATION /�� TO ACHIEVE MIN 1/4 INCH PER FOOT 7Itttet Stt _— < I— DTO PROVIDE POSITIVE W N DRAINAGE AROUND UNITS. CL O O U. RTU o � M PAD LAYOUT ( TYP ALL UNITS) M © NTS 062411 C\a041-010 F 11" 1N W CCI- 01CC LLI' rn 0 CO 12 hl co re 0 ¢ Qoil o K2x4 TREATED RENSONS in 0 N — WOOD NAILER w m w �=3y INSULATION BY GENERAL CONTRACTOR 3 -o r= ECK 6 \ + I o to I ANGLE FRAME READ FOR 000000 o OPENINGS IN ROOF DECK I u 1 GREATER THAN 10" X 10" uvE AND CURB SHALL BEAR PROVIDE ROOF PENETRATION o DIRECTLY ON ANGLE FRAME. V) RTU CURB CAN BEAR DECK IF IN ACCORDANCE WITH .c.___ _„" 12.23.16 a LESS THAN 10"X10" MANUFACTURER'S �� 'N0• o INSTRUCTIONS 0 STORM COLLAR 14217 REF STRUCTURAL REF MECH WHERE APPROVED BY LOCAL o FULLY ADHERED NON — STRUCTURAL CURB JURISDICTION WRAP PIPE WITH c1€042: '0D F� ce FLASHING MEMBRANE �j MEMBRANE o EXTEND UP AND OVER '/X\ - FLASHING MANUFACTURED \ Y REF MECH STAINLESS STEEL DRAW a TOP OF CURB �2"k �, METAL CURB 4 2" Z ROOF MEMBRANE BAND 0, CONT EDGE SEALANT \ __\ • \ PLACE CONT SEALANT UNDER DETAILS o IF REQUIRED BY MFR Xi N 'I FASTENER PIPE FLASHING NEAR BAND \ a °DTYPICAL AND PIPE o ROOF MEMBRANE - - INSULATION �2x4 TREATED N im 2x4 TREATED / 1 MOLDED PIPE FLASHING a N — WOOD NAILER v WOOD NAILER = FASTENER AND a w �"3 INSULATION BY a - c INSULATION BY [Ellin 'I,• •�— • HEAT WELD OR ADHESIVE PLATE w GENERAL CONTRACTOR WEr CL— Cr / ATTACH TO ROOF E — = 3" GENERAL 1" MIN ROOF E. — p CONTRACTOR M, 11111111M _:�IIHM1•��11 GLASS FIBER INSULATION INSULATION �� o DECK DECK wawa1LL1 =�—� "' — = GLASS FIBERRA _ INSULATION j \ ANGLE WHERE _ _r _ NOTE: WHEN PENETRATION IS NOTE: FOR ELECTRICAL AND INSULATION e�"a." 2015 •.tea CD REQUIRED \ \ ��0 LARGER THAN 6" CONDENSATE PIPE PENETRATIONS E REF STRUC STRUCTURAL CUP3 ( A H U ) STRUCTURAL CURB REFMECH SPECIFICATIONS REF MANUFACTURERS USE SYSTEM RUBBER SEAL SHEET 0 a) Cal ROOF TOP UNIT CURB 0 FLUE PENETRATION PENETRATION 4 1 1/2"=1'-0" 052810 C\a041-007 1 1/2"=1'-0" 012712 C\a041-006 1"=1'-0" 122807 C\A041-004 1"=1'-0" 073010 c\A041-003 ii tu A6 . J I 0 CC n) 0 o PERMIT GENERAL DRAWING LIST 1:1 SUBMITTALS: •� SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER PRIOR TO ANY FABRICATION OR CONSTRUCTION FOR THE FOLLOWING W 3 ITEMS: S0.01 GENERAL NOTES AND DRAWING LIST S0.02 LEGEND, ABBREVIATIONS LIST, INSPECTION m - REINFORCING STEEL SCHEDULE, AND DESIGN CRITERIA -CONCRETE MIX DESIGN LO S2.01 FLOOR PLAN RETAIL BUILDING#1 IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF S2.02 ROOF PLAN RETAIL BUILDING#1 THE STATE REGISTERED PROFESSIONAL ENGINEER WHO IS RESPONSIBLE FOR THE DESIGN. ITEMS DESIGNED BY OTHERS SHALL BEAR THE SEAL S2.11 ENLARGED FLOOR PLAN AND 2 AND SIGNATURE OF THE STATE REGISTERED PROFESSIONAL ENGINEER WHO IS RESPONSIBLE FOR THE DESIGN,AND SUBMITTED TO THE ENLARGED ROOF PLAN VERIZON 04 ARCHITECT/ENGINEER FOR REVIEW. ONCE APPROVED,THEY SHALL BE SUBMITTED TO THE BUILDING OFFICIAL. (1.11) z U S4.01 TYPICAL CONCRETE AND STEEL DETAILS v TESTING AND INSPECTIONS: TESTING AND INSPECTION TO CONFORM TO IBC CHAPTER 17 AND 1703, 2009 EDITION. ALL PREPARED SOILS AND BEARING SURFACES SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. SOILS COMPACTION SHALL BE SUPERVISED BY AN N o APPROVED TESTING AGENCY OR GEOTECHNICAL ENGINEER. ' N MISCELLANEOUS: SEN. CONTRACTOR SHALL VERIFY ALL LEVELS, DIMENSIONS,AND EXISTING CONDITIONS IN THE FIELD PRIOR TO PROCEEDING. CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR FIELD CHANGES PRIOR TO INSTALLATION OR FABRICATION. IN CASE OF DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THE DRAWINGS, THE CONTRACTOR SHALL OBTAIN DIRECTION FROM THE ARCHITECT/ ENGINEER BEFORE PROCEEDING. NOTED DIMENSIONS TAKE PRECEDENCE-DO NOT SCALE DRAWINGS. CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS, EXISTING CONSTRUCTION AND SOIL R3:T U EXCAVATIONS,AS REQUIRED,AND IN A MANNER SUITABLE TO THE WORK SEQUENCE. TEMPORARY SHORING AND BRACING SHALL NOT BE 5 • Y n'tg REMOVED UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS AND MATERIALS HAVE ACHIEVED DESIGN 'S- STRENGTH. 4� ` FFpn4 11yer CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS,TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. �, SITE WORK OREGON +r '` ALL EARTHWORK, MATERIAL, BACKFILL,AND COMPACTION SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL CE }pj jh�$? REPORT. EXCAVATE TO DEPTH SHOWN AND TO FIRM UNDISTURBED MATERIAL. OVER-EXCAVATIONS SHALL BE BACKFILLED WITH LEAN CONCRETE AT THE CONTRACTOR'S EXPENSE. BACKFILL BEHIND WALLS SHALL NOT BE PLACED BEFORE THE WALL IS PROPERLY SUPPORTED BY THE FLOOR MATERIAL,SLAB OR TEMPORARY BRACING. �: " I IP CONCRETE CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 19 OF THE IBC MATERIALS: CEMENT ASTM C150,Type I or Type II COARSE AND FINE AGGREGATE ASTM C33 WATER Clean and Potable STRENGTH: W/C MAX SLABS 3000 (psi @ 28 days) 0.40 ADMIXTURES: WATER REDUCING ADMIXTURES MAY BE INCORPORATED IN CONCRETE MIX DESIGNS, BUT SHALL CONFORM TO ASTM C 494,AND BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. CACL2 OR OTHER WATER-SOLUBLE CHLORIDE ADMIXTURES SHALL NOT BE USED. AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C 260 SHALL BE USED IN ALL CONCRETE MIXES FOR FLATWORK WHICH IS EXPOSED TO WEATHER. THE AMOUNT OR ENTRAINED AIR SHALL BE IN ACCORDANCE WITH ACI 301 AND MEASURED IN THE FIELD AT THE DISCHARGE END OF THE PLACING HOSE. MISCELLANEOUS: WATER/CEMENT(W/C) RATIO SHALL BE MEASURED BY WEIGHT AND SHALL BE BASED ON THE TOTAL CEMENTITIOUS MATERIAL. W/C RATIO SHALL BE DETERMINED BY THE SUPPLIER BASED ON STRENGTH REQUIREMENTS AND SHALL NOT EXCEED THE MAXIMUM W/C RATIO SHOWN ABOVE. FIELD-MEASURED SLUMP SHALL CONFORM TO THE SUBMITTED CONCRETE MIX DESIGN. TOLERANCE OF SLUMP SHALL CONFORM TO ASTM C 94. (.0 THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS FOR APPROVAL 2 WEEKS PRIOR TO PLACING ANY CONCRETE. THE MIX DESIGN SHALL BE IN I- CONFORMANCE WITH IBC SECTION 1905. THE SUBMITTAL SHALL INDICATE WHERE EACH CONCRETE MIX IS TO BE USED ON THE PROJECT,AS WELL AS THE MAXIMUM AGGREGATE SIZE OF EACH MIX. MAXIMUM AGGREGATE SIZE SHALL CONFORM TO THE SPECIFICATIONS. FORM WORK SHALL FOLLOW RECOMMENDED PRACTICE FOR CONCRETE FORM WORK,ACI 347. z IF THE AIR TEMPERATURE WILL EXCEED 75 DEGREES F WITHIN 48 HOURS OF PLACING CONCRETE,A MOIST CURE SHALL BE APPLIED TO THE CONCRETE W FOR A PERIOD OF 36 HOURS AFTER FINISHING CONCRETE SURFACES. SEE SPECIFICATIONS FOR CURING REQUIREMENTS. (�— REINFORCING STEEL: d LL DEFORMED BAR REINFORCEMENT ASTM A615-GR. 60 Z 0 SPECIAL DUCTILE QUALITY(SDQ)DEFORMED BARS ASTM A706-GR. 60 LOW ALLOY Z WELDED WIRE FABRIC ASTM A185&ASTM A82 FY=65KSI 8 Y DEFORMED BAR ANCHORS ASTM A496 J � N L.1� SDQ REBAR SHALL BE USED IN DUCTILE FRAME MEMBERS AND SHEAR WALL BOUNDARY ELEMENTS. ASTM A615, GR.60 REBAR MAY ALSO BE USED IN J 0 THESE MEMBERS AND ELEMENTS IF THE ACTUAL FY PER MILL TESTS DOES NOT EXCEED THE SPECIFIED FY BY MORE THAT 18 KSI AND THE RATIO OF THE ACTUAL FU TO THE ACTUAL FY IS NOT LESS THAN 1.25. MILL TEST CERTIFICATIONS FOR SDQ ASTM A615, GR.60 REBAR SHALL BE SUBMITTED TO THE Lu S OWNER'S SPECIAL INSPECTOR AND ARCHITECT/ENGINEER PRIOR TO PLACING THE REBAR. Q i DETAIL, FABRICATE,AND PLACE PER ACI 315 AND ACI 318. SUPPORT REINFORCEMENT PER CRSI MANUAL OF STANDARD PRACTICE, MSP-1. 0 �/ S N J Ids or- CONCRETE CONCRETE COVER: H O O Z BEAMS STIRRUPS AND COLUMN TIES 1 1/2" O SLAB BARS 3/4"TYP, 1" FOR RATED CONST. I— NONSTRUCTURAL SLAB-ON-GRADE MID-DEPTH Ce0 O WALL BARS: INTERIOR FACES 3/4" w 2 Z6 EXPOSED TO EARTH OR WEATHER 1 1/2"(NO. 5 AND SMALLER) a J 2"(NO. 6 AND LARGER) Q Q o 0 FOOTING: BOTTOM 3",TOP 1 1/2",SIDE 2" a ' N- I- ELECTRICAL CONDUIT SHALL NOT BE PLACED WITHIN A SLAB-ON-GRADE, BUT SHALL BE PLACED BELOW THE SLAB IN THE SUB-BASE. baa WELDING OF REINFORCING,WHEN APPROVED BY ARCHITECT/ENGINEER,SHALL BE PER AWS D1.4 REINFORCING STEEL WELDING CODE. REBAR TO BE ASTM A706, GR. 60 LOW ALLOY. USE E70XX WELDING ELECTRODES WHEN WELDING TO STRUCTURAL STEEL AND E90XX WHEN WELDING TO REBAR. GROUT FOR BEARING PLATE: FOR BASE BEARING PLATE, GROUT SHALL BE NON-SHRINK TYPE WITH MINIMUM PC=8,000 PSI. STEEL STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL CONFORM TO THE REQUIRMENTS OF CHAPTER 22 OF THE IBC. MATERIALS: ANGLES, BASE PLATES AND MISCELLANEOUS STEEL ASTM A36 DATE WELDING ELECTRODES 70 KSI, LOW HYDROGEN,TYPICAL 60 KSI, 12.23.16 MIN. METAL DECK AND COLD-FORMED NO. WELDING: 16194 ° ALL WELDING SHALL BE IN ACCORDANCE WITH THE"STRUCTURAL WELDING CODE"ANSI/AWS D1.1 AND SHALL BE BY AWS CERTIFIED WELDERS. rrno FEE ONLY WELDS THAT ARE PREQUALIFIED, PER AWS, OR QUALIFIED BY TESTING SHALL BE USED. SHOP DRAWINGS SHALL SHOW ALL WELDING WITH AWS A2.4 SYMBOLS. WELDS SHOWN ON THE DRAWINGS ARE MINIMUM SIZES AND FOR FINAL CONNECTIONS. MINIMUM WELD SIZE SHALL BE 3/16 IN. 16194S-001.dwg UNO. FIELD WELD SYMBOLS ARE SHOWN WHERE FIELD WELDS ARE REQUIRED BY THE STRUCTURAL DESIGN. THE CONTRACTOR IS RESPONSIBLE sum Tme o FOR DETERMINING IF A WELD SHOULD BE SHOP OR FIELD WELDED IN ORDER TO FACILITATE THE STRUCTURAL STEEL ERECTION. ALL FULL PENETRATION FIELD AND SHOP WELDS SHALL BE FULL TIME INSPECTED AND TESTED BY ULTRASONIC, NON-DESTRUCTIVE PROCEDURES. RESULTS GENERAL NOTES rn OF TESTS SHALL BE SUBMITTED FOR REVIEW BY THE ARCHITECT/ENGINEER. MISCELLANEOUS: AND DRAWING LIST E ALL STEEL EXPOSED TO WEATHER, MOISTURE, SOIL, OR AS NOTED SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION PER ASTM A123. ALL FIELD WELDS ON GALVANIZED MATERIAL SHALL BE COATED WITH BRUSH APPLIED ZINC-RICH PAINT COMPLYING WITH ASTM A780(GALVACON OR EQUIVALENT). L SUBSTITUTION OF MEMBER SIZES OR STEEL GRADE WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF THE ARCHITECT/ENGINEER. of O COPYRIGHT 2010 .BGRA,INC ALL RIGHTS RESERVED ED SHEET N U so . o1 0 PRELIMINARY \I1 U N GENERAL SYMBOLS LEGEND WOOD / LIGHT GAUGE ABBREVIATIONS LIST INSPECTION SCHEDULE SYMBOLS LEGEND T, La d AB ANCHOR BOLT JBE JOIST BEARING ELEVATION Verification and Inspection Continuous Periodic CommentI 4 On ADDL ADDITIONAL JNT JOINT Fabrication and Erection/Placement X See Note 12 m I I ADJ ADJUSTABLE JST JOIST 1 8 S1.00 HOLDOWN OTHER WALL ABOVE AFF ABOVE FINISH FLOOR High Strength Bolts N/A Turn of nut method. See Note 13 AMPL AMPLITUDE K KIP (1,000 LBS) M n ANCH ANCHOR KSF KIPS PER SQ FT Welding (structural) See Note 5 DETAIL BOX SHEET e/ ARCH ARCHITECTURAL Complete and Partial Penetration Groove X ADDRESS NUMBER ■/ L LENGTH (LONG) Cl POST ABOVE WALL BELOW BI BOTTOM OF LB POUND Multi-Pass fillet X BF BRACED FRAME LF LINEAL FOOT -J Single Pass fillet > 5/16" XCall) r- Vc SECTION CALLOUT BLDG BUILDING LGA LIGHT GAUGE W - m e/ W Single Pass fillet < 5/16 X See Note 4 I�/ f----------f BLKG BLOCKING LL LIVE LOAD g ,o BM BEAM LLH LONG LEG HORIZONTAL Floor and Roof deck X See Note 4ri POST BELOW BEARING WALL BMU BRICK MASONRY UNIT LLV LONG LEG VERTICAL1::© Z.; a BOT BOTTOM LOC LOCATION Anchors and studs X See Note 4 MAYBE USED TO S - - — BRG BEARING LONGIT LONGITUDINAL Cold-formed steel N/A See Note 4 SEAL FURTHER IDENTIFYI BSMT BASEMENT LSH LONG-SLOTTED HOLE Stairss EXTENTS OF [ JOIST HANGER __ I and railing SHEARWALL ABOVE BTWN BETWEENstems N/A See Note 4 Y ELEVATION MATE MATERIAL Welding (reinforcement) N/A See Note 9 C CAMBER MAX MAXIMUM ELEVATION CALLOUT CC CENTER TO CENTER MECH MECHANICAL Steel detailing and placement X SW-? CIP CAST IN PLACE MFR MANUFACTURE(R) P T U L Reinforcing placement X See Note 12 �U_ . a BEAM kiG�^i SHEARWALL TYPE CJ CONSTRUCTION, MIN MINIMUM yt i , ., •----• ►' CONTROL JOINT MISC MISCELLANEOUS Reinforcing welding See above G\ �+ fss� I x CL CENTERLINE W Anchor bolts X / 0 �F.p?r I I CLU CLEAR NIC NOT IN CONTRACT CMU CONCRETE MASONRY UNIT NO. NUMBER I- W Concrete sampling and test specimen preparation X 1 JOISTL1%_�% ///� COL COLUMN NOM NOMINAL CC ' CONC CONCRETE NS NEAR SIDE Z Concrete / shotcrete placement X y�z nfreGor! �� t� •��• \ OR SHEARWALL CONN CONNECTION N-S NON-SHRINK G Concrete curing X .q} U ` _1 N 3KLOs � A CONST CONSTRUCTION NTS NOT TO SCALE Prestressed N/A See Note 6 S1 00 DAG r4S��At CONT CONTINUOUS NW NORMAL WEIGHT _ • — CONNECTION CONTR CONTRACTOR Precast erection X L i SHEATHING SIDE COORD COORDINATE OC ON CENTER Posttensioned X See Note 7 �Z� » ( (1' DETAIL CALLOUT CP COMPLETE PENETRATION OD OUTSIDE DIAMETER CTR CENTER O.F. OUTSIDE FACE • - Mortar proportions X CTRD CENTERED OPNG OPENING ci CY CUBIC YARD OPP OPPOSITE, Mortar joints X 0 DIVIDER BEAM OPPOSITE HAND W Block and reinforcing placement Z X See Note 12 O DBA DEFORMED BAR ANCHOR PAF POWDER ACTUATED 0 Reinforcing welding See above DBL DOUBLE DE DECK EDGE PB FASTENER Q Grout placement X POST BELOW DET DETAIL PEN PENETRATION Grout sampling and test specimen preparation X DIA DIAMETER PL PLATE; PROPERTY LINE Anchorages (incl. connection to other construction) X GRIDS DIAG DIAGONAL PLYWD PLYWOOD DKG DECKING PP PARTIAL PENETRATION INSPECTION SCHEDULE NOTES: DN DOWN PSI POUNDS PER SQ IN WP A WP • WP DO DITTO PSF POUNDS PER SQ FT 1. ALL ITEMS MARKED WITH AND"X"SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17 BY A REGISTERED SPECIAL INSPECTOR FROM AN APPROVED TESTING AGENCY. THE DWF DEFORMED WIRE FABRIC P-T PRESSURE-TREATED TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION RECORDS TO THE ARCHITECT, ENGINEER,AND DESIGN-BUILDER. THE TESTING AGENCY SHALL WORK POINTS DWG DRAWING P/T POST-TENSIONED NOTIFY DESIGN-BUILDER IMMEDIATELY OF ANY DISCREPANCIES THAT ARE FOUND. DWL DOWEL 2. ALL MANUFACTURER DESIGNED AND PREFABRICATED COMPONENTS SHALL CONFORM TO SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF THE IBC AS DEFINED BY THE REGISTERED FESSIONAL ENGINEER RESPONSIBLE FR DESIGN. ' I I I Iii ( I \\/�\�/� /„ S\ EA EACH R, r RORD ROOOFF DRAIN 3. SPECIAL INSPECTIONS ONS S ALL NOT BE REQUIRED RED WHEREO HE FABRICATOR IS APPROVED IN ACCORDANCE WITH SECTION 1704.2.2 OF THE IBC. EE EACH END REF REFERENCE 4. PERIODIC SPECIAL INSPECTION IS ACCEPTABLE PROVIDED THE MATERIALS,WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE VERIFIED PRIOR TO THE START OF THE COMPACTED UNDISTURBED EF EACH FACE REINF REINFORCING WORK; PERIODIC INSPECTION ARE MADE OF THE WORK IN PROGRESS AND A VISUAL INSPECTION OF ALL WELDS IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP EARTH EL ELEVATION REM REMAIN(DER) WELDING. ELECT ELECTRICAL REQD REQUIRED 5. WELDING INSPECTION SHALL BE IN COMPLIANCE WITH AWS D1.1 ELEV ELEVATOR RET RETURN 6. CONTINUOUS INSPECTION SHALL BE PERFORMED FOR APPLICATION OF PRESTRESSING FORCES AND GROUTING OF BONDED PRESTRESSING TENDONS IN THE SEISMIC FORCE EMBED EMBEDMENT RO ROUGH OPENING RESISTING SYSTEM. (.0 NORTH EB EN EDGE NAILING 7. PERIODIC INSPECTION SHALL BE PERFORMED FOR THE VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS AND PRIOR TO REMOVAL OF SHORES AND I- . EOS EDGE OF SLAB SC SLIP CRITICAL FORMS FROM BEAMS AND STRUCTURAL SLABS. Z EQ EQUAL SCHED SCHEDULE 8. SPECIAL INSPECTIONS FOR SOILS SHALL BE DEFINED BY THE GEOTECHNICAL ENGINEER. Q EQUIP EQUIPMENT SE SLAB EDGE 9. PERIODIC INSPECTION OF REINFORCING WELDING IS ACCEPTABLE WHEN IT IS NOT RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES,AND NOT ES EACH SIDE SECT SECTION USED FOR BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE SHEAR WALLS AND NOT USED AS SHEAR REINFORCEMENT. Z EW EACH WAY SHT SHEET 10.LEVEL 1 SPECIAL INSPECTIONS. LEVEL 2 SPECIAL INSPECTIONS ARE REQUIRED FOR ESSENTIAL FACILITIES PER TABLE 1604.5 OF THE IBC. IN ADDITION TO LEVEL 1 SPECIAL LU EX EXISTING SHTHG SHEATHING INSPECTIONS, LEVEL 2 SPECIAL INSPECTIONS REQUIRE CONTINUOUS INSPECTION OF THE GROUT SPACE PRIOR TO GROUTING AND ANCHORAGES. EXP EXPANSION SIM SIMILAR 11.NOT USED. r I— PROJECT NORTH SYMBOL EXT EXTERIOR SOG SLAB-ON-GRADE 12.VERIFICATION OF MATERIAL PROPERTIES, GRADE,TYPE AND SIZE IS REQUIRED. Z W SP SPACE 13.PERIODIC INSPECTION IS PERMITTED WITH MATCHMARKING TECHNIQUES, THE DIRECT TENSION INDICATOR METHOD OR THE ALTERNATE DESIGN FASTENER(TWIST-OFF BOLT)METHOD. LL FDN FOUNDATION SPCG SPACING 14.DESIGN-BUILDER TO PROVIDE A PLAN FOR COLD AND HOT WEATHER PLACEMENT OF CONCRETE OR MASONRY AND THE SPECIAL INSPECTOR IS TO PERFORM PERIODIC INSPECTION TO O FF FINISHED FLOOR SPEC SPECIFICATION PROVIDE VERIFICATION FOR THE NEED TO IMPLEMENT SUCH PLANS. Z IL tT'SLAB I T/STL 7 T/STL FLG FLANGE SQ SQUARE EL EL '- " EL_'-_" FLR FLOOR SS STAINLESS STEEL _ FRMG FRAMING STD STANDARD m n/ (OPTIONAL) FS FAR SIDE STIFF STIFFENER DESIGN CRITERIA _i cD FT FEET STL STEEL Q AT FLOORS ALL OTHERS FTG FOOTING STRUCT STRUCTURAL FV FIELD VERIFY SW SHEARWALL STRUCTURAL DESIGN IS BASED ON THE INTERNATIONAL BUILDING CODE(IBC), 2009 EDITION. I J TOP OF STRUCTURE SYM SYMMETRICAL IL GA GAUGE GRAVITY DESIGN LOADS: I- 0N w N SLOPE GALV GALVANIZED T/ TOP OF ROOF LIVE 20(psf) OJ e,,, F n It GOVT GOVERNMENT T&B TOP AND BOTTOM ROOF DEAD 17(psf) ~ O Z GR GRADE T&G TONGUE AND GROOVE SNOW: GROUND SNOW LOAD 25 (psf) = 0 2 O SLOPE GWB GYPSUM WALLBOARD TEMP TEMPERATURE EXPOSURE C O 1 I- w F- THK THICK(NESS) IMPORTANCE FACTOR 1.0 cc Q < OW HD HOLDOWN TRANS TRANSVERSE Q HDR HEADER HGR HANGER TYP TYPICAL LATERAL DESIGN LOADS: w Z WIND: BASIC WIND SPEED 95 mph (3-sec gust) O __I Q cco HT HEIGHT UNO UNLESS NOTED EXPOSURE C J n F HORIZ HORIZONTAL OTHERWISE IMPORTANCE FACTOR 1.0 SEISMIC: SITE CLASS D REvmoes IBC INTERNATIONAL VERT VERTICAL USE GROUP I EXTENTS OF SPAN BUILDING CODE DESIGN CATEGORY D ID INSIDE DIAMETER W/ WITHSS 0.95 i I.F. INSIDE FACE W WIDE OR WIDTH Si 0.34 IN INCH WHS WELDED HEADED STUD IPORTANCE FACTOR 1.0 SPAN INT INTERIOR W/O WITHOUT R 3.5 WP WORK POINT TOTAL BASE SHEAR V=0.203W WWF WELDED WIRE FABRIC S2.01 SOIL: • •— SOIL DESIGN INFORMATION PER THE GEOTECHNICAL REPORT BY TERRACON DATED JULY 28, 2011. ALLOWABLE SOIL BEARING PRESSURE EQUALS 3000 PSF(ON S2.02 COMPACTED STRUCTURAL GRAVEL FILL) GATE o o MATCHLINE 12.23.16 0 BORA N0. 0 >. 16194 m FLAG NOTE cp ANNOTATION SYMBOLS 16194S-002.dwg ci SHEET TIRE 0 0 cn LEGEND, ABBREVIATIONS LIST, C INSPECTION SCHEDULE, L AND DESIGN CRITERIA E BCR-A C COPYRIGHT 2016 .BORA INC ALL RIGHTS RESERVED CD o SHEET N N N U N 0 30 . 02 i • 0 2O 2 N O 0 PRELIMINARY /71 O N CONib- 0 03 LSI 1 3 NOTES: 1. SEE S0.01 AND S0.02 FOR STRUCTURAL GENERAL NOTES, SYMBOLS,ABBREVIATIONS,AND INSPECTION SCHEDULE. t PS ! ! 2. TOP OF SLAB ON GRADE TO MATCH EXISTING. 3. SEE S4.01 FOR AND STEEL DETAILS. 4. REFER TO ARCHITECTURAL FOR A FULL LIST OF LANDLORD CONSTRUCTION REQUIREMENTS. 04 co N W U 1 .0 r--V 1:4 U N O r N SEX_ RUCT0 . , , 5a . 1 r .e et te)% /4 OilcG - 2>1 x III " I ,y 0 0 0 0 0 0 0 0 0 0 199,-0" / / / 29'-6" / 20'-0" / 20'-0" / 20'-0" / 20'-0" / 20'-0" / 20'-0" / 20'-0" / 29'-6" / 1 1 I 1 1 1 I I 1 O \ \ -°L _ I I I — I I7:7 __ — I1,001 / ,,,„„ , , , „ //• .., CV NEW SOG co r h.\--> Z LLJ EX COLS,TYP H Lob NEW INT WALLS I O CC Q I - - - - o - - - - ; O Z LI_ o I I I 1 1 1 I I 1 VERIZON1 mJ ,�/ OLL H W EX SOG I O N I- L f_ • rn ODOOZ oCC O 1 I 1 1 1 1 I 1 I 1 B2ZTi� d o Q Q o 6 L i I n REVISIONS 0 \-\ I - - - -- - - 11=1 - - - - o I _ - O_ Q - 11-1 - - I--I - - I I _ \- EX WALLS,TYP I 0.17E U 12.23.16 0 CD BCRA NO. 16194 m CADB TILE 3 161945-201.dwg SHEET ME 0 N cn FLOOR PLAN RETAIL BUILDING #1 43E 0 c 0 L NORTH NA FLOOR PLAN RETAIL BUILDING #1 BCR A 1 I SCALE: 1/8" = 1'-0" EF) [� C COPYRIGHT 2018 -BORA.INC.MI RIGHTS RESERVED co 5 SHEET N N N 0 Q) t] S2 . 01 cia eu PRELIMINARY 1:...1, V ? W N 9 3 i NOTES: ; 1. SEE S0.01 AND S0.02 FOR STRUCTURAL GENERAL NOTES, SYMBOLS,ABBREVIATIONS,AND INSPECTION SCHEDULE. } 2. REFER TO ARCHITECTURAL FOR A FULL LIST OF LANDLORD CONSTRUCTION REQUIREMENTS. la c M to N .D = ,ry N N lar LII) L. `6' -1 NPC ▪ U ,OO- en O 1 M N ro O I– N SEAL ,;ck0CTU; �I '• 3d0��y� 1! CIREGQN gi . / `-':',SON _{,COM_,m- It! o) ( 1Y o © 0 0 0 0 0 0 0 0 / - - -- - 199'-0" / 29'-6" / 20'-0" / 20'-0" / 20'-0" / 20'-0" �, 20'-0" / 20'-0" A /20'-0" 29'-6"/ / 1 1 II- - - : t(-1 Pi — 41:CT — J I ^2 o 1,--° l I I I I I I I I n II - II l-_*_J * I 'A' I I 1 1 1 I I n I 4 L J * * x N rCo � l ` c_. -, 1 Z n Z -__ . -JL_„' W rt – –t 1 O — — — — — T — — — — — - a - - - s e 1— O Z u_ VERIZON I I I 1 I I I x x— - - pr I 2 �/_ I m OI > E. yr*-- - L e, I I I I I I I * o N D a MECH UNIT PER MECH - D 0 O Z O _1 F OU' - EX ROOF FRMG,TYPrt w 1— Q O I I I I I I 1 I w Z d a > _i r N rREVISIONS 0 \\ I — — — — l— --1 Ib” —1 — - — LE I — — I b I — — rH i — I—I 1I-Il — = I I I Z DATE 0 3 12.23.16 0 CD BCRA NO. > 16194 m CADD RE Di 161945-202.dwg N SHEET IDLE O N cn ROOF PLAN crt RETAIL BUILDING #1 E 0 Ef NORTH N ROOF PLAN RETAIL BUILDING #1 SCALE: 1/8" = 1'-0" B�'' `j ",A ElB acoavaia„r zo,e ecw.we ai aiGs aEsaI,va, Es SHEET N N N U N Ci -15 S2 . 02 0 PRELIMINARY IA 0 0 0 0 0 0 81 NOTES: ; 1. SEE S0.01 AND S0.02 FOR STRUCTURAL g 8 GENERAL NOTES, SYMBOLS, ABBREVIATIONS,AND INSPECTION rn g r9-31r) / . SCHEDULE. 1 12. TOP OF SLAB ON GRADE TO MATCH I N' 20'-0" 29'-6" EXISTING. 20'-0" 29'-6" CV YT / / � 3. SEE S4.01 FOR DETAILS. / / / L z 4. REFER TO ARCHITECTURAL FOR A FULL r-- a M)LIST OF LANDLORD CONSTRUCTION cal 2 REQUIREMENTS. ^NQ 1-! O N SEAL M .0 I ITYP 1 I I I .. co _ , , , _ _ ___ _ _ co _ , \ r 1 1 -- I II I40,7 //17 1 T/ L I (3)800S162 43 AT SPCG SEE J/S4.01 FOR STRAP J 740' E e#15‘ 1 TO MATCH TANK DIMS, TO WALL CONN PROVIDE BLKG @ WATER HEATER 48"OC MIN TANK PER MECH .f OREGON Alli°1111401 I I a ear re - I k __-- -----J L_ _.*--J L / SEE F/.4.01 FOR MECH 7�, I �� -nf// UNIT F' ,MING SUPPORT 'Ll �SIt1111 I I r I I 1 1/8" PLYWD I I I I I I I I I I I I I I I I I I I I I I/ *OD * - - I N I PROVIDE#4x6"DWL @ 18"0C, 1 I EMBED 3"W/HILTI HIT HY200I EPDXY OR EQUIVALENT,TYP Is 1 1 i MAXIM M POINT LOAD 1 S4.01 I OF 1,010 LBS AT EA * I I NEW 4 1/2"SLAB ON GRADE W/#4 @ 18"OC EW AT MID I MAXIM M SIZE 10 TON DEPTH,TYP RESTROOM CEILING FRMG 1 MECH NIT PER MECH \ EX FR G,TYP 2 2 vJ H Z a' NEW INT WALLS PER ARCH 4 1 _ Q fl in T I — Z s I 19:71 I Cl 0 - _ N ❑ _ — — — _ — _ 0 — LJ LJ t- 1 I I I I z z lL O z -J J 2 00 0 EX 4 1/2"SLAB ON GRADE,TYP I I * SEE F/S4.01 FOR MECH I J O // UNIT FRAMI G SUPPORT IJ 1 W CL 1- Q N I II I I— o z rR O 0 o O J 1— 0 * _le\\,.. I- 2wZ ,, 6 tt I I 0oQ a) J O E N N MAXIMUM •OINTLOAD REVISIONS OF 1,000 LB. AT EA * I MAXIMUM `IZE 10 TON MECH UNIT PER MECH I I I I I DME U 0 12.23.16 0 o j BCRA NO. I > 16194 c'DO FILE 16194S-211.dwg SHEET TIRE NJ 0 T I — L I — — I — 0 — \ \I I T I — — — - - 1 - •ctENLARGED FLOOR PLAN Ea I C� ! AND E ENLARGED ROOF PLAN 1 I 1 1 ' 1 VERIZON E a O COPYRIGHT 2011 -BORA,INC.ALL RIGHTS RESERVED CO C, SHEET N cNi NORTH NORTH N A ENLARGED FLOOR PLAN - VERIZON B ENLARGED ROOF PLAN - VERIZON 0 CB SCALE: 1/4" = 1,-0" SCALE: 1/4" = 1'-0" -B. ED S 2 . N O o PRELIMINARY de 3/4"x1 1/2" KEYED JOINT PROVIDE BOND �! 0 Cl BREAKER AT JOINT 4(1:1 .� " SLAB ON GRADE M ., 1 gm MECH CURB PER MFR " n v ` ,., a _ _ REINFORCING PER ` " t" 1/8 PLAN, NOTE 4 :III' n a N W 1/8 > NOTE 1 i JST PER PLAN I LTHICKENED SLAB EDGE / 1 6"LAP / M (111) 0w _ _ 2T-2255/256" PER TYPICAL DETAILS PERROR BARRIER r as MAX CONSTRUCTION JOINT ARCHPO re) N O CL CL - JO ST JO ST I SAW CUT 1/3 SLAB DEPTH - i . \ - 3/16 \ \1 . IIIlio- 1/2" PL 1l4x3x0'-6" SLAB ON GRADE r rrr—7rr—� Ti -7r MAX 3/16 _� �- UNIT PER VERT LEG REINF ANGLE PER PLAN REINFORCING _ _ 4 GO • f / MECH PER G-54.01 PER PLAN NOTE 1 ' t.; /// VAPOR BARRIER PER ARCH CONTROL JOINT NOTE NOTES: ��'° OREGON SECTION A-A 1. NATIVE SOIL OR FILL PREPARED AND COMPACTED PER SPECIFICATIONS. ,/ MECHANICAL FRAMING TO JOIST CONNECTION 2. REINFORCE SLABS-ON-GRADE UP TO 4 1/2"THICK WITH#4 @ 18"OC, EACH WAY,AT MID-DEPTH. ,..1Jc - • 3. PROVIDE CONTROL OR CONSTRUCTION JOINTS IN THE SLAB-ON-GRADE AT 12'-0"MAXIMUM SPACING EACH �`��l K1.S WAY. SPACING BETWEEN CONSTRUCTION JOINTS SHALL BE 50'-0" MAXIMUM.JOINTS SHALL BE PROVIDED . - .4•Lui i SUCH THAT THE RATIOS OF THE SIDES OF THE SLAB PANELS DO NOT EXCEED 2 TO 1. 4. AT THE CONDITION WHERE DOWEL BARS EXTENDING FROM EXISTING SLAB DO NOT EXIST, PROVIDE#6 ill 's I i P SMOOTH DOWEL @ 18"OC, GREASE END AND EMBED 6" INTO EXISTING SLAB. DIAMOND DOWEL PLATE IS AN ACCEPTABLE ALTERNATIVE. TYPICAL DETAIL D SLAB ON GRADE SCALE: NTS i GENERAL CONTRACTOR TO PROVIDE 1/8 > AND INSTALL FIELD STRUT(L2x2x3/16) TOP CHORD PANEL / 1/8 EACH SIDE OF JOIST AT ALL / ANGLE PER PLAN LOCATIONS WHERE CONCENTRATED i LOAD DOES NOT OCCUR WITHIN 3"OF y 3"OR / r A PANEL POINT. INSTALL ANGLE WITH 1 GREATER ONE END AT LOCATION OF LOAD AND CONCENTRATED vJ __ rOTHER END AT A PANEL POINT ON LOAD — THE OPPOSITE CHORD,TYP Z I ` , \_ / \ l� Q iIllo` Z i 3/16 LSx5x5/16,TYP PL 1/4x3x0'-6" LW i 3/16 / .,--' d Z W a U` II V - - - - - - - - - - - - - � i SECTION B-B MECHANICAL FRAMING TO JOIST CONNECTION E O J W 3/16 > 1 1!2 (/ 3/16 1 1/2 \ I- Q u) N NOTES: O 1. Is r z 1. SEE G/S4.01 FOR JOIST WEB REINFORCEMENT AT CONCENTRATED LOAD. g O- J w 0 0 O 0QADDING VERTICAL LEG TO JOIST ADDING VERTICAL LEG TO JOIST w Z JSCALE: NTS SCALE: NTS r F REVISIONS PLYWD PER PLAN EX COLD-FORMED STUD CL STEMWALL ,�—"—"—'�'�"—p—"— BEYOND 01:11, SOU TRACK GATO MATCH STUD WALL GA FaSS St fl SS Sram t iia / MAX / 1111 I)•IR PPER LAN EX DWL.AT CONDITION WHERE WEBS STIFF AT BRG prr ti 1 I I I DWL IS NOT EXISTING, JST PER PLAN EX VENEER PROVIDE#4x1'-0"DWL, :±9 \ - I EMBED 4"MIN INTO v w PER STEMWALL W/HILTI I = a 0.071"SHEET DATE 0 `�` o FASTENED TON PLAN I HIT HY200 EPDXY > TOP TRACK m o EACH CELL ALL I 12.23.16 0 o w NEW SLAB ON 0 N\ \ AROUND I GRADE PER PLAN Na m T/SLAB y� - 16194 _iiiiisillain BLKG ES OF JST / Y C/DO RE 3 ,lir 16194S-401.dwg cS \ / SHEET TmE w 0 / \_ / > 11,71111 TYPICAL CONCRETE r_s \ T/FTG I AND STEEL DETAILS C I/ I #4x BAR C LT: FSTUD TO ALIGN WALL STRAP W/CEILING JSTI - WATER TANK TANK TO WALL _ ^T� PER MECH BCRA/� ., CD vi �c L EV FTI' .COPYRIGHT 2010 -8CM.INC.ALL RIGHTSRESERYEG o I0 -- ' - _.---_. -J /Y l] SHEET N N U N 0 G, TYPICAL DETAIL FOR 54 . 01 ci WATER HEATER TANK TO WALL CONNECTION CEILING FRAMING CONNECTION OPENINGS UP TO 12" PERPENDICULAR TO DECK FOOTING 0 O SCALE: 1" = 1'-0" SCALE: 3" = 1-0" SCALE: NTS © SCALE: 1 1/2" = 1-0" PRELIMINARY CONTACT GENERAL PIPING ��•-I GENERAL NOTES 0 INFORMATION AND DEMOLITION NOTES " 771 3 N DOCUMENTS INCLUDE JURISDICTIONAL REQUIREMENTS 1. CONTRACTOR MUST VISIT THE BUILDING TO 1. THE DESIGN SHOWN ON THESE CONTRACT m PROVIDED BY THE FOLLOWING CONTACTS: DETERMINE THE FULL EXTENT OF THE EXISTING FIRE DOCUMENTS HAS BEEN PREPARED FOR APPROVAL BY 1 a PROTECTION WORK AND THE EXISTING CONDITIONS, THE AUTHORITY HAVING JURISDICTION AND TO �,� ARE SPRINKLER REVIEWING AUTHORITY: BECOME TOTALLY FAMILIAR WITH DISCONNECTIONS, PROVIDE GUIDANCE FOR BIDDING. THE CONTRACTOR < 8 '� KAREN MOHLING, DEPUTY ARE MARSHAL REMOVALS, RELOCATIONS AND/OR RECONNECTIONS SHALL SUBMIT COMPLETE FIRE SPRINKLER SHOP �_ (503) 259-1512 OF EXISTING ARE PROTECTION EQUIPMENT REQUIRED, DRAWINGS AS REQUIRED BY SPECIFICATION SECTION � = AND CONDITIONS IN THE PROPOSAL FOR THIS 01330. CONTRACTOR SHALL BASE SHOP DRAWING 0, CROSS CONNECTION CONTROL AUTHORITY: PROJECT. NO EXTRA COMPENSATION WILL BE PAID DESIGN ON THE ARE PROTECTION DRAWINGS AND w ,- TINA ALEXANDER, TUALATIN VALLEY WATER DISTRICT FOR LACK OF SUCH DETERMINATION, FAMILIARIZATION, SPECIFICATIONS. SPRINKLER SHOP DRAWINGS SHALL . a (503) 848-3026 AND/OR ALLOWANCE. INCLUDE ALL NECESSARY ELEVATIONS, HANGER a - �'�_ LOCATIONS, PIPE LENGTHS, DIMENSIONS, FABRICATIONle) E a PO _ 2. UNLESS NOTED OTHERWISE, DISCONNECT AND REMOVE METHODS/NOTES, MATERIAL DATA, AND ANY OTHER ALL EXISTING FIRE PROTECTION COMPONENTS NOT INFORMATION NECESSARY TO CLARIFY THE INTENT OF 1 2 �- INTENDED TO BE REUSED. INSTALLATION. CONTRACTOR SHALL PROVIDE PIPE APPLICABLE CODES SIZES, SPRINKLER SPACING, AND ALL SYSTEM / `\ \ -� -� 3. REMOVE ALL DEMOLITION MATERIALS AND DEBRIS TO AN APPROVED DUMPING SITE AND CLEAN ALL ARE CONFIGURATIONS AS SHOWN. ANY ALTERNATES IN DESIGN OF THE SYSTEM OR IN MATERIALS OR x S -�_ NFPA STANDARDS EDITION PROTECTION WORK PRIOR TO PROJECT COMPLETION. EQUIPMENT USED MUST BE APPROVED IN WRITING VIA -_w0q � NFPA 13 2013 THE REQUEST FOR INFORMATION PROCESS BY THE ` O ,-___- 4. PERFORM ALL WORK ACCORDING TO THE PROJECT FIRE PROTECTION ENGINEER OF RECORD PRIOR TO i\(,0 PROFF S �'� REFER TO SHEET Cl FOR APPLICABLE BUILDING CODES PHASING SCHEDULE INFORMATION FOR THIS PROJECT. ANY BIDDING, FABRICATION, OR INSTALLATION. <0 0..�G,wEF4, /02 PROVIDE ALL NECESSARY ARE PROTECTION WORK, 4, y �, TEMPORARY AND/OR OTHERWISE, AND USE WHATEVER 2. CONTRACTOR SHALL COORDINATE LOCATIONS OF ARE ' ' 84639PE �,` MEANS NECESSARY, TO CONFORM TO THE REQUIRED PROTECTION COMPONENTS INCLUDING PIPING, ALARMS, _ la CONSTRUCTION PHASING OF THE PROJECT. DRAINS, TEST POINTS, ETC., WITH ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND 9a % EXISTING 8" s EXISTING 5. CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR ELECTRICAL COMPONENTS. OBSTRUCTIONS TO s�i�tijBfµ gg?�Q• FIRE SPRINKLER 40 I°. ` BACKFLOW REPLACING ITEMS DAMAGED DURING DEMOLITION AND SPRINKLER DISCHARGE MUST SHOP DRAWING PRODUCTION ANDECINS CONSIDERED F441 O E15',� LEAD IN --- CONSTRUCTON. ,� • 1 PREVENTER EXTRA SPRINKLERS MAY BE REQUIRED AT NO � / Z 6. CONTRACTOR SHALL PATCH ALL HOLES TO MATCH ADDITIONAL COST TO THE OWNER. REFER TO E'XrIRES 12/31/2017 Ss. I \_ €3 ADJACENT SURFACES LEFT UNUSED AFTER EXISTING SPECIFICATION FOR ADDITIONAL REQUIREMENTS. RETAIL 1 � �e .�I��. ■�■�� SPRINKLER PIPING OR EQUIPMENT IS REMOVED AND Dec 22 2016 001 1 VACATED FROM THESE HOLES. 3. SUBMIT A REQUEST FOR INFORMATION (RA), FOR V r I 4 0 Y QUESTIONS RELATED TO THE ARE PROTECTION - I - I I I I ' 7. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND DOCUMENTS. ` O. ✓ �r.a �' "'+ "`J ' �"� ' I RETAIL 2 MAINTAINING FIRE DEPARTMENT ACCESS ROADS r �`i`i� ` �� I "❑IMI.... - THROUGHOUT THE PROJECT. 4. ROUTE ALL SPRINKLER MAINS ABOVE THE BOTTOM HENDERSON �■ ~ CHORD OF THE BAR JOISTS. 'ILA Sill Ir _ `��• ii ale,i III / ^mon t , �0 _,..s,.:9.I .I. _ , r V� nth■nfi■Y■n1a�Y n�a■■awn_____ 8. SPRINKLER SYSTEMS NOT ASSOCIATED WITH THE ENGINEERS ■��■■�I��III'III�II�IIII"I:III::flllll; ' �� / DEMOLITION SHALL BE LEFT IN SERVICE. 5. PROVIDE FIRE PROTECTION AS REQUIRED BY CODE EXISTING FIRE �� , - +' �, I63451fNEXADRNE,SUITE 300 i iiiiii iiiiI11FOR ANY TEMPORARY STRUCTURES BUILT DURING DEPARTMENT IENEXA KS 66214 � I I I1. 9. ALL WORK SHALL BE PERFORMED SO AS TO NOT CONSTRUCTION. TEL 913 742 5000 FAX 913 742 5001 CONNECTION Ima n2E Es �`ival�iri `il INTERRUPT SERVICE. THE CONTRACTOR SHALL 1111U1b b b b b b PROPERLY NOTIFY THE LANDLORD, THE LESSOR AND 6. SPRINKLER SYSTEMS ARE MONITORED BY AN w•tie095935cem I. �- 1592095935 I_ _ ADJACENT TENANTS A MINIMUM OF 48 HOURS IN OFF-SITE CENTRAL STATION INCLUDING TAMPER EXISTING 6" i ' ADVANCE BEFORE PROCEEDING WITH THIS WORK. SWITCHES ON ALL CONTROL VALVES AND FLOW LINE TO /. ALL WORK SHALL BE SCHEDULED IN ADVANCE. SWITCHES. -- REMOTE FDC I frr /' 10. ALL SYSTEMS TO BE LEFT IN SERVICE PRIOR TO THE 7. IF APPLICABLE, THE CONTRACTOR SHALL ASSUME \ END OF EACH WORKDAY. THAWILLTBENY CURTAIN INSTALLED PRIORDS TOOR THEDRAFT SPRINKLER INS PIPING. B U 1.1 [ 11. ONLY THE PORTIONS OF THE BUILDING AFFECTED BY CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER ' THE SCOPE OF THE PROJECT HAVE BEEN SHOWN. PENETRATIONS OF THE CURTAIN BOARDS OR DRAFT INFORMATION SHOWN AS EXISTING TO REMAIN IS NOT CURTAINS AND SEALING WITH APPROVED ARE - [1 .U. 1 BEING MODIFIED AS A PART OF THIS PROJECT. CAULKING. 12. SPRINKLER CONTRACTOR TO SUBMIT AND RECEIVE 8. PENETRATIONS OF RATED WALLS OR ASSEMBLIES APPROVAL OF FULL SHOP DRAWINGS TO HENDERSON SHALL BE "ARE CAULKED" WITH APPROVED CAULKING U) ENGINEERS PRIOR TO FABRICATION AND PER METHODS REQUIRED BY THE AUTHORITY HAVING INSTALLATION. JURSDICTION, AND PROJECT SPECIFICATIONS. Z _ - - CD I-__ _.. 1 , _ 9. THE ARE PROTECTION ENGINEER OF RECORD WILL Q EARTHQUAKE BRACING NOT BE THE CONTRACTOR'S FAILURE TO CARRYLE OUTOTHE CONSTRUCTION WORK IN Z ACCORDANCE WITH THE CONTRACT DOCUMENTS, NOR UJ / I Ill 1 1 1 111 1 i , ,...,., , I , SHALL THEY BE REQUIRED TO SUPERVISE THE r M EARTHQUAKE BRACING REQUIRED ON SPRINKLER CONDUCT OF THE WORK, THE CONSTRUCTION O n/ ""�" PIPING BY BUILDING CODE. CONTRACTOR TO VERIFY EARTHQUAKE BRACING INSTALLATION PROCEDURES AS SET FORTH BY THE GENERALLL ' CONTRACTOR, SUB-CONTRACTORS, THEIR RESPECTIVE z O MEETS NFPA 13-2013 INCLUDINGRACING MAY BE REQUIRED DUE TO EMPLOYEES, OR ANY OTHER PERSON AT THE JOBSITE Z [1MANUFACTURER'S RECOMMENDATIONS. OTHER THAN THE ENGINEERING FIRM'S OWN 0 - 1119. ,' FIELD ADDITIONAL ADJUSTMENTS, VARYING BRACING ANGLES, EMPLOYEES. j Yet, DISTANCES TO JOISTS, AUTHORITIES HAVING 10. SPRINKLER PROTECTION IS REQUIRED ABOVE THE In Li. JURISDICTION, ETC. ELECTRICAL ROOMS. NO MAIN PIPING SHALL J PENETRATE OR PASS ABOVE THE ELECTRICAL ROOMS. <O 111 11 11. THE CONTRACTOR MUST REVIEW ALL CONSTRUCTION DOCUMENTS PRIOR TO BID. SHOULD MODIFICATION TO I- 0 N a THESE PLANS BECOME NECESSARY TO PROPERLY O n/ I• N COORDINATE THE SYSTEM WITH, OTHER TRADES, IT H LL o Z WILL BE THE CONTRACTOR'S RESPONSIBILITY TO 0 g O Walma 4 ` OBTAIN APPROVAL OF THESE CHANGES BY THE AHJ, 0 C- C9 AND THE ARE PROTECTION ENGINEER OF RECORD. IN Q c O ADDITION TO OBTAINING THE NECESSARY APPROVALS, F- THE CONTRACTOR MUST MAKE NOTE OF ALL FIELD w Z 6 #5935 OR COORDINATION CHANGES ON THE INSTALLATIONce DRAWINGS. ONCE COMPLETE, THE CONTRACTOR SHALL a > J CD vv// SUPPLY ONE COPY OF AS-BUILT DRAWINGS TO THE �` ARE PROTECTION ENGINEER OF RECORD FOR THEIR it USE. REVISOS 3 I d;) - - 12. THE CONTRACTOR SHALL DIVERT ALL DRAIN AND INSPECTORS TEST CONNECTION DISCHARGE AWAY FROM FINISHED SURFACES AND PIPE TO APPROVED DRAIN LOCATIONS. THE CONTRACTOR WILL BE BACKCHARGED FOR ANY REPAIR, REPLACEMENT, OR EJaiI CLEANING OF RUST STAINS ON PAVEMENT/CONCRETE DUE TO WATER DISCHARGE FROM SPRINKLER SYSTEM DRAIN DOWNS. I . \ /! ' 13. ALL HANGER CONNECTIONS SHALL BE MADE TO THE Don- TOP CHORD OF STRUCTURAL JOIST UNLESS NOTED u _ �` - OTHERWISE. USE OF SAMMY SCREWS INTO ROOF DECK 12.23.16 OR STRUCTURE IS PROHIBITED UNLESS OTHERWISE NOTED. eau NO. Ma % SHEET INDEX G°° Fl`E SHEET TITLE SW HERMOSO WAY F01.2 FIRE SITE PLAN OB1 F02.2 OVERALL FIRE SPRINKLER PLAN OB1 FIR E il F12.2 VERIZON ARE SPRINKLER PLAN OB1 SITE PLAN .R• BORA. COPYNOM 2016 -SCR&ING ALL RIGHTS RESERVED 0 30 60 120 UNDERGROUND PIPING SHOWN FOR SHEET 0 FIRE SITE UTILITY PLANHYDRAULIC CALCULATION I.. PURPOSES ONLY. REFER TO CIVIL = so -o :p' DOCUMENTS FOR ADDITIONAL . Ez` INFORMATION. N F01 . 2 w z Q w V) SPRINKLER SYMBOL LEGEND SYMBOL SIZE MFR MAKE S.I.N. FINISH STYLE TEMP K-FACTOR PROTECTION CRITERIA BASED ON 2013 NEPA 13 SYMBOL DESCRIPTION MATCH MATCH MATCH MATCH MATCH UPRIGHT MATCH MATCH 1:1 8i HOSE MAXIMUM SPRINKLER EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING E3 3 OCCUPANCY DENSITY ALLOWANCE SPACING DESIGN BASIS CI HYDRAULIC REFERENCE NODE POINT RECESSED CLASSIFICATION (GPM) (SQ FT) 1/2" TYCO TY FRB 113231 WHITE STYLE 10 155 5.6 211 0 TENANT SPACES (ORDINARY HAZARD GROUP 2) 0.20/1500 SQ FT 250 130 CLASS I-IV TO 5'-0"; 13: TABLE 13.2.1 [- CAP 0 1/2" TYCO TY-ERB TY3231 WHITE 40NDESC 155 5.6 0 RISER NIPPLE/DROP NIPPLE 0 DEMO VARIES VARIES ---- --- EXISTING --- UPRIGHT a N w S SPRINKLER RISER s allf (A.A A, = (I) L.. I ^u .11 a. a—I INSPECTOR'S TEST/AUXILIARY DRAIN a at Z aw \ HANGER fil:Q N H N IO i HANGER ASSEMBLY \\\ TRAPEZE HANGER PERPENDICULAR TO JOIST x I ��, HANGER ASSEMBLY II 1" OUTLET \� TRAPEZE HANGER PARALLEL TO JOIST 1" OUTLET /- SPRINKLER MAIN \:____________= _I ISI 0 NEW CONNECTION E,----,- (-7- 'tsOFfS, `:, `\�(iiNt^ SAO BRANCHLIKE �% 2' ill.; \ 1" ARM OVER NEW SPRINKLER PIPE 84639PE `T 1" :: " :::N:P:::h1:IP;I 1" ] G- - - - ',41:1).-� FF �Q 1" SHOULDER NIPPLE CEILING O E`S� CEILING \ 1 CONTRACTOR MAY SUBSTITUTE SPRINKLERS OF SAME 1 SIZE, K-FACTOR AND TEMPERATURE CLASSIFICATION • XPIAGS:12/31/2017 1" GLOBE VALVE ��t♦r ��,V/��/////2/// UNLESS PROHIBITED BY THE SPECIFICATIONS. �� /, __ � �//�Vz/7////4 r Dec 22 2016 ' WI r 10 PENDENT SPRINKLER tL_,1 / CHAIN-HUNG SIGNAGE PENDENT SPRINKLER / MUST BE VISIBLE AT ""i'"3 PROVIDE HANGER ASSEMBLY THAT PREVENTS UPWARD MOVEMENT OF THE PIPE HENDERSON ALL AREAS PROVIDE HANGER ASSEMBLY THAT PREVENTS UPWARD MOVEMENT OF THE PIPE WHEN ARMOVER LENGTH EXCEEDS 12-INCHES AND SYSTEM STATIC PRESSURE 1" PLUG w WHEN ARMOVER LENGTH EXCEEDS 12-INCHES AND SYSTEM STATIC PRESSURE AT THE SPRINKLER EXCEEDS 100 PSI. PROVIDE HANGER WHEN ARMOVER MENGINEERS=_ zAT THE SPRINKLER EXCEEDS 100 PSI. PROVIDE HANGER WHEN ARMOVER LENGTH EXCEEDS 24-INCHES AND SYSTEM STATIC PRESSURE AT THE N LENGTH EXCEEDS 24-INCHES AND SYSTEM STATIC PRESSURE AT THE SPRINKLER DOES NOT EXCEED 100 PSI. 8345 LENSEA DRIVE,SUITE 300 SPRINKLER DOES NOT EXCEED 100 PSI. ARRANGEMENT SHOWN IS SCHEMATIC. MODIFY TO SUIT CONDITIONS IENEXA,K566214 ARRANGEMENT SHOWN IS SCHEMATIC. MODIFY TO SUIT CONDITIONS AND MEET AND MEET APPLICABLE CODE REQUIREMENTS. TEL9137425000 FAX 913 742 5001 EXISTING APPLICABLE CODE REQUIREMENTS. www.hei•eng.com 1592095935 4 AUXILIARY DRAIN © PENDENT SPRINKLER © PENDENT SPRINKLER ARMOVER NTS NTS NTS O 0 0 0 0 0 0 0 0 0 U) i i i i i i i i i i F- z . jr I I I I I I I I I ! Q z W H e© O Iz I ! I I I I I I I ! i o IL ithied --- i I --- I I I I I I r. W I P iLi I p h. Q = N I 12 I I I ! 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FIRE IS ! i j I I ! \. o i ° o i G)—.........1 - - - -- 0 Nunes, - ,i !-- - - SPRINKLER ---- - - -- - - - - -- -- - - - - -- --- - —, ,��, - - - - - - - --- --- - - -- --- - - -- -- - -- -- - -- -- - - - -I PLAN IF ' / r A i I I I I I I BC /� ,._.. j i jt1'L L i i ! I ! M RESERVEDI 2015 -BCR0.INC.ALL FIGHTS SHEET FIRE SPRINKLER FIRE SPRINKLER © NEW WORK PLAN G 2' 4' 6' DEMO PLAN D 2' 4' 6' 1/4" = 1'-0" SCALE: 1/4"=1'-0" 1/4" = 1'-0" SCALE: 1/4"=1' 0" li F12 2 LTJ O Z Q W (11•Ill © $ " M 3 I 1 ; I I Ua 1:-1g I I TELEPHONE CONDUIT, ALL DEVICES ARE EXISTING j I REF CIVIL TO REMAIN UNLESS TED OTHERW U ■ III EXISTI CONTACTOR I N w LL p to _-_-_-_-_-_-_ • _-_-_-.-_-_-_-_- _ GE 0 - --- - -- - 1,. EXISTING BACKBOARD EXISTING PA EL —, 111 L1 D i i SEAL ONO L FIRE ELECTRICA _J SPRINKLER RPS —� ., es ,t INe Ls 2 �." NGINEF �� 72336PE =r 3 2 1 ti FACP I Z OL OREGON ncc eV,P � EXISTINe X6/30/20 SWI TCHGE. 17 j R 17 Dec 22 2016 © SPRINKLER /ELECTRICAL RM POWER PLAN 1/4„ = 1'-0" HENDERSON r/JENGINEERS"=_ 8345 LENEXA DRIVE,SUITE 300 . LENIN,KS 66214 TEL 913 742 5000 FAX 913 742 5001 www.hei-eng.aem 0 0 0 0 0 0 0 0 0 0 1592095935 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ! ! ALL DEVICES ARE EXISTING I I I I I I I I I TO REMAIN UNLESS NOTED I I I I I I I I I I I I I I OTHERWISE _ I I I I I I I I , k — 1 , i_ H. I I I I I I I I i . I I I I I 1 — — — — ——— — — — — — — —— — ——— — ———— moi --- ---- - -- - •- - _- —I C IU II► i11' I1► III o X11 EM z .0_ • I w SPRINKLER---__ 1I I 1 I— �,r� n DEMO 01 gr � i ELECTRICAL 1 u i I '' p 1 U` O Z 2 fY m fY nj_ __ ___ F W N. [ oLLFN- EXISTING l H2 TO I— D m BE RELOCATED _ D O 2 O AstimJfl 4- - -O - -- - - - -- -- 7 a A RELOCATED VERIZ N I a J F UH2 RENSIONS - I I . j IF DEMC ® @ ® _ @I _ 9 DATE I 12.23.16 ' !,,. I BORA NO. I 1 ---- — -----------' -------------------- CMD MD FlIE I I I V Imo/ V I V I 7—- I . i J I .c''1 SHEET_ I- i . _ . ._ --T - --1 OVERALL E , E , I ' ! I ! r ELECTRICAL ! I ' j I PLAN I I I I i 1 I I I I i 1 I I I I i I I I I 1 O 0 0 0 0 0 O 0 0 m BCRA -� O COPYRIGHT 2O 5 •DCRA INC.ALL RIGHTS RESERVED SHEET LJOVERALL ELECTRICAL PLAN E10 . 2 0 1/8" = 1'-0" d P a I=1 ELECTRICAL SYMBOLS GENERAL NOTES gcs 07.30.04 ELECTRICAL ONE-LINE FEEDER SCHEDULE ESO4-1 L1 D EXISTING PAN E LBGAR D 10.29.10 LEGEND ES03 208/120V,3PH,4W 1. PROVIDE SEALS AT RACEWAY PENETRATIONS AS (SYMBOLS APPLY ONLY WHEN USED ON DRAWINGS) g # FEEDER CONDUCTOR SIZE (75'C) CONDUIT SIZE (EMT) SERVES:HOUSE ELECTRICAL LOADS 200A,M.L.O. FOLLOWS: SYMBOL DESCRIPTION i R LOCATION:ELECTRIC RM. (7)AIC,FULLY RATED A. FIRE RATED WALLS: SEAL PER COPPER ALUMINUM 3 PHASE CONDUCTORS 3 PHASE CONDUCTORS, 3 PHASE CONDUCTORS, SPECIFICATIONS FOR FIRE STOPPING. / O INCANDESCENT OR HID FIXTURE NO. CONDUCTORS CONDUCTORS AND GROUND NEUTRAL, AND GROUND NEUTRAL, GROUND, AND (WALL MOUNTED/CEILING MOUNTED) FEEDER (THWN) (XHHW-2) ISOLATED GROUND B. EXTERIOR: REFER TO ARCHITECTURAL e a AMPACITY OF KVA J DOCUMENTS FOR SEALING REQUIREMENTS AT FLUORESCENT FIXTURE c`I lar SETS PHASE & GROUND PHASE & GROUND COPPER ALUMINUM COPPER ALUMINUM COPPER ALUMINUM DESCRIPTION JJIRBRKFPL PL3RKFWIRE DESCRIPTION ALL EXTERIOR MOUNTED DEVICES, FIXTURES, NEUTRAL & I.G. NEUTRAL & I.G. NO. FEEDERS FEEDERS NO. FEEDERS FEEDERS NO' FEEDERS FEEDERS B C ENCLOSURES, AND RACEWAY PENETRATIONS. EXIT FIXTURE 1 fire&ele lights 20 1 0.10 t 0.18 1 20 temp receptacle 2 H3 / ® (WALL MOUNTED/CEILING MOUNTED) M 200 1 3/0 6 250kcmil 4 A11 2" 2" B11 2" 2-1/2" CU 2" 2-1/2" 2. WIRING DEVICES: DEVICE MOUNTING HEIGHTSa 3 exterior lights (11) 20 1 0.50 0.18 1 20 temp receptacle 4CN 0 ARE FROM FINISHED FLOOR TO CENTER OF " as 5 fire alarm(3) 20 1 0.98 0.18 1 20 temp receptacle 6 I EMERGENCY FIXTURE NOTES: 1. CONDUIT SIZE BASED ON CONDUCTOR PROPERTIES LISTED IN THE CURRENT NEC EDITION, CHAPTER 9, TABLES 5 AND 5A, AND OUTLET BOX UNLESS NOTED OTHERWISE ON PCIPi t� CONDUIT AREAS LISTED CHAPTER 9, TABLE 4 FOR EMT WITH 40% FILL OTHER CONDITIONS MAY REQUIRE A LARGER CONDUIT, 7 fire*&elecrecepts 20 1 0.54 0.18 1 20 temp receptacle 8 PLANS. COORDINATE THE STANDARD MOUNTING � N SIZED PER NEC. 9 uhl 15 1 0.90 I 0.18 1 20 temp receptacle 10 HEIGHTS WITH MASONRY: $ SWITCH, SINGLE POLE 11 uh2 15 1 0.90 I 0.18 1 20 temp receptacle 12 A. SWITCHES +46" SEAL uh3 #8 35 2 2.50 0.18 1 20 SPARE 14 B. RECEPTACLES +20" $3 SWITCH, 3-WAY • 15 2.50 I 1 20 spare 16 C. VOICE/DATA +20" 17 telephone recept 20 1 0.36 1 20 spare 18 3. WIRING SHALL INCLUDE FINAL CONNECTION TO $M SWITCH, MANUAL MOTOR 4- QE6 PROpFSS 19 SPARE space 20 ALL EQUIPMENT IN CONFORMANCE WITH v�5 �NGINe io2 EQUIPMENT SUPPLIER WIRING DIAGRAMS. Q RECEPTACLE, DUPLEX �"' r 21 SPARE space 22 72336PE r 23 SPARE I space 24 4. CONTRACTOR IS RESPONSIBLE FOR PROVIDING 25 SPACE space 26 COMPLETE PANELBOARD IDENTIFICATION RECEPTACLE, DUPLEX, p SCHEDULES. CEILING MOUNTED ZO ory 27 SPACE I space 28 G OREGON yo 5. BRANCH CIRCUIT CONDUCTORS SHALL BE RECEPTACLE, SPECIAL4,- -...dFyeER �Z. 29 SPACE space 30 MINIMUM #12 AWG UNLESS NOTED OTHERWISE j, µp P'� 31 SPACE space 32 IN SCHEDULES. WHERE 20A BRANCH CIRCUITS mi +� 33 SPACE I space 34 HAVE #8 AND LARGER WIRE SPECIFIED, #10 q) RECEPTACLE, SIMPLEX �r6/30/2017 35 SPACE I space 36 AWG WIRE SHALL BE USED FOR THE FINAL `i 37 SPACE space 38 CONNECTION (15-FT MAXIMUM). O JWACTION BOX (WALL MOUNTED/CEILING MOUNTED) 39 SPACE I space 40 6. WHERE BRANCH CIRCUITS ARE GROUPED, SIZE Dec 22 2016 Eh 41 contactorcl 20 1 0.01 I space 42 CONDUIT AND DERATE CURRENT CARRYING Di NON-FUSED DISCONNECT CONDUCTORS PER NEC. TOTAL 3.68 4.26 2.61 KVA 7. PROVIDE HANDLE TIES ON ALL MULTIWIRE m, FUSED DISCONNECT • PER NEC ARTICLE 220 31 36 22 AMPS BRANCH CIRCUITS TO MEET NEC REQUIREMENTS. CIRCUIT, CONCEALED IN WALLS OR TOTAL LOAD 10.55 KVA 29 AMPS 8. CONDUITS EXTENDING BEYOND EXTERIOR WALL: a .-� CEILING, E INDICATES EXISTING HENDERSON FEEDER LOAD 10.70 KVA 30 _AMPS BSTUB EYOND AMPS 2'-ORBELOLLSGRADEE TO SS NOTED' WIRINGEENGINEERS OTHERWISE. COORDINATE LOCATION AND _ _ CIRCUIT, CONCEALED IN SLAB FLOOR, PROVIDE CONNECTION TO SITE CONDUITS. -- E INDICATES EXISTING WIRING 8345 LENEXADRIVE,5UI1E300 (1) #3/0 BARE COPPER EXISTING CIRCUITRY SHOWN LOWERCASE IS LENMKS66214 EXTERIOR BASED ON ORIGINAL BUILDING PLANS. IF 9. SUPPORTS FROM STRUCTURE: NO ATTACHMENT �r CIRCUIT, EXPOSED, TEL 9137425000 FAX 9137425001 WALL -_4- EXISTING CIRCUITS TO REMAIN ARE NOT OF ANY TYPE SHALL BE MADE TO BRIDGING OR E INDICATES EXISTING WIRING www.hei-eng.com SHOWN ON THE PANELBOARD SCHEDULES, JOIST WEB MEMBERS. UTILIZE ONLY THE TOP I-I CONDUIT SLEEVE 1592095935 VERTICAL ARRANGE NEW CIRCUITS, AS REQUIRED, AND BOTTOM CHORDS FOR SUPPORTING THE BUILDING BASED UPON PRESENT LOCATION OF ELECTRICAL SYSTEM INSTALLATIONS. REF STEEL EXISTING CIRCUITS TO REMAIN GENERAL ELECTRICAL CONNECTIONS TO 1•' FLUSH MOUNTED PANELBOARD METERING STRUCTURE DETAIL. SWITCHBOARD NEUTRAL BUS 10. ONLY FEEDER CIRCUITS NOTED ON THE ONE - SURFACE MOUNTED PANELBOARD LINE DIAGRAM AND BRANCH CIRCUITS NOTED MAIN BONDING JUMPER BY LEGEND SHALL BE INSTALLED UNDER SLAB. <4-- MANUFACTURED WIRING SYSTEM ,....4- BOND TO BUILDING ALL OTHER FEEDER AND BRANCH CIRCUITS STEEL WITH EXOTHERMIC EQUIPMENT BONDING JUMPERSHALL BE INSTALLED OVERHEAD. WELD TELEPHONE / DATA BOX / EQUIPMENT GROUND BUS 11. WHERE GROUPED CONDUITS ARE INSTALLED WITHIN THE JOIST SPACE, COORDINATE WITH LOW VOLTAGE CABLE -l000 00 SPRINKLER CONTRACTOR PRIOR TO V BOX FOR OTHER CO FINISHED FINISHED FLOOR INSTALLATION NSTAL CLEARANCES AN INORDER SPRINKLERS RTOMAINTAIN REQUIRED MOTOR (- GRADE 12. SEISMIC ZONE REQUIREMENTS: PROVIDE Z r I EXPANSION COUPLINGS AND BRACING FOR PUSHE BUTTON Q ////\3/4:/// ,/ r ELECTRICAL EQUIPMENT AS REQUIRED BY LOCAL z •' / \\:�\ BUZZER w 13. PROVIDE LIQUID-TIGHT FLEXIBLE METAL CONDUIT AND WIRING FROM DISCONNECT SWITCH ® SAIL SWITCH I"'-' OR JUNCTION BOX TO EQUIPMENT KNOCKOUT JUNCTION BOX ' n�// #3/0 BARE COPPER CONDUCTOR FROM OR ELECTRICAL CONNECTION POINT. Z LL GROUNDING ELECTRODE NEUTRAL BUS. EXTEND 20'-0" AT 2 SMOKE DETECTOR SYSTEM INSTALLATION 0 O BOTTOM OF FOUNDATION WITH MINIMUM 14. WHERE EQUIPMENT NAMEPLATE SIZE PROVIDED, SHALL BE IN STRICT Z LL COMPLIANCE WITH LOCAL OF 2" COVERAGE DEVICERATING DIFFERS FROM PROVI ED, CODES AND/OR AUTHORITYCHANGE OUT BRANCH CIRCUIT WIRING AND Q/ HORN / STROBE 6 OVERCURRENT DEVICE TO APPROPRIATE RATING J / IF WATER SERVICE LINE IS METAL, If PER NEC. c HAVING JURISDICTION ® DOOR HOLD OPEN MUST BE BONDED TO GROUNDING m ELECTRODE SYSTEM WITH A 3 0 15. UPON COMPLETIONAOF ELECTRICAL # / INSTALLATION AND PRIOR TO ENERGIZING Q O THWN COPPER CONDUCTOR. INCOMING PRIMARY CIRCUIT: i- GROUNDING ELECTRODE SYSTEM UTILITY A. INSPECT WIRE AND CABLE FOR PHYSICAL w DAMAGE. ABBREVIATIONS cc F © 1RANSFORMER-_ w� �� H 0 N NTS 04.26.02 EP07-1 B. PERFORM CONTINUITY TEST. AFF ABOVE FINISHED FLOOR -I O I- rn C. VERIFY PROPER PHASING CONNECTION TO ALL I- ° z CF CEILING FAN n THREE PHASE MOTOR LOADS. O • COORDINATE EXISTING o EF EXHAUST FAN I- J . w TRANSFORMER SIZE WITH FACP FIRE ALARM CONTROL PANEL 1- Q Z 0 0 UTILITY FOR NEW TENANTS w M z c% d G GROUNDo GFI GROUND FAULT CIRCUIT INTERRUPTER CT'S FURNISHED BY UTILITY, INSTALLED BY CONTRACTOR O REPRESENTS THE AVAILABLE FAULT EXISTING a Q J Q P CT'S LOCATED AT METERING SWITCHBOARD CURRENT IN RMS SYMMETRICAL METER BASE FURNISHED BY CONTRACTOR, INSTALLED BY CONTRACTOR AMPERES AT THE RESPECTIVE NEW FIELD INSTALLED EXISTING (5) 5" SCHEN. 40 - EXISTING TO REMAIN: RH RADIANT HEATER REVISIONS METER FURNISHED BY UTILITY, INSTALLED BY UTILITY TRANSFORMER, PANEL, OR EQUIPMENT CONDUITS WITH PULL WIRE. - (5) SETS OF (4)-500kcmil COPPER RPS REMOTE POWER SUPPLY METER LOCATION IN METERING SWITCHBOARD BASED ON INFORMATION RECEIVED FROM OR METERING SEQUENCE HOT SEQUENCING (CT'S ON LINE SIDE OF MAIN) THE UTILITY (5) SETS OF (4)-600kcmil ALUMINUM UH UNIT HEATER EXISTING SWITCHBOARD (SES) -65 KAIC RATED- WH WATER HEATER2000 AMP BUS - 120/208 VOLT, 3 PHASE, 4 WIRE WP WEATHER PROOF COVERPLATE 6 WR WEATHER RESISTANT RECEPTACLE o SECONDARY TERMINATIONS O 6 6 M _ o 6 :1:2:16AT TRANSFORMER BYMAIN UTILITY COMPANYDISCONNECTSERVICE TRANSFORMER `�OUTSIDE WALLSWITCH REF CIVIL PLANS o)2ooA 0)200A o)600A PANELBOARD NOTES ( ) EUSERC RATED SERVICE 3P 3P 3P CAW FILE PRIMARY TERMINATIONSENTRANCE SWITCHBOARD AS APPROVED BY UTILITY REF CIVIL PLANS PROVIDED BY EDC VENDOR ' (1) TERMINATEGROUND ON ISOLATED GROUND BUS. mu TRANSFORMER PAD SES o (2) INSTALL LOCKING DEVICE FURNISHED WITH REF CIVIL PLANS \ /� SECONDARY TERMINATIONSPANELBOARD (LOCK-OFF FOR MAINTENANCE). OVERALL \� / AT METERING SWBD BY UTILITY (3) INSTALL LOCKING DEVICE FURNISHED WITHPAELECTRICAL LJ✓ SECTION 3 SECTION 2 SECTION 1 (4) GFINBREOAKER ARD FOR PERSONNEL(LOCK-ON FORCPRO PROTECLOATION ONE-LINE & _`SECONDARY TRENCH AND BACKFILL B11 H (5 mA). PROVIDED BY CONTRACTOR 10,771 (5) GFI(30 BREAKER FOR EQUIPMENT PROTECTION SCHEDULES PRIMARY SERVICE j ® 6 CONDUCTOR SIZE HAS BEEN INCREASED FOR REF CIVIL PLANS SECONDARY CONDUITS WITH PULL WIREmA). - PROVIDED BY CONTRACTOR - C2 Cl VOLTAGE DROP. SIZE EQUIPMENT GROUNDING BCT7 /� PANEL PANEL CONDUCTOR PROPORTIONALLY PER NEC. j`1 L =r UTILITY COMPANY: PORTLAND GENERAL ELEC. SECONDARY CONDUCTORS PROVIDED L2D L1D (7) REFER TO ONE LINE DIAGRAM FOR AVAILABLE *COPYRIGHT 2015 -5CM*INC MS GHTS RESERVED CONTACT: RALPH SWRBECKMKAN BY UTILITY FAULT CURRENT FOR INTERRUPTING RATINGS. srcr ADDRESS: 9480 BECKMAN RD CITY, STATE, ZIP: WILSONVILLE, OR 97070 (8) REFER TO ONE-LINE DIAGRAM FOR WIRE SIZES. PHONE: 503-570-4409 COORDINATE ALL REQUIREMENTS NEMA 1, 30A, (VERIZON) (EXISTING)4P, 120V COIL (9) FACTORY WIRED TO LOAD. FAX: 503-570-4420 WITH LOCAL ELECTRICAL UTILITY MECHANICALLY (OR PRIMARY SERVICE PROVIDER HELD, TYP (10) REFER TO SITE LIGHTING PLAN FOR WIRE SIZES. Y WHERE APPLICABLE) PRIOR TO E O UTILITY COORDINATIONONE- LINE DIAGRAM (11) THRU CONTACTOR. C © BID. PROVIDE ALL TOCOM MATERIAL AND - - a = LABOR NECESSARY TO COMPLYCO (12) FURNISH AND INSTALL CIRCUIT BREAKER. ca NTS 07.27.01 EP26 WITH LOCAL REQUIREMENTS. N.T.S. A (X) DESIGNATES "SMART" BREAKER. LIGHTING FIXTURE SCHEDULE KEYNOTES PANELBOARD NOTES ( ) /•....I 1i LAMP (PHILIPS) 83 3 TYPE CATALOG NUMBER VENDOR VOLTS WATTS ORDER NUMBER QTY MOUNTING DESCRIPTION (1) TERMINATE GROUND ON ISOLATED GROUND BUS. M 16.221 SURFACE MOUNT JUNCTION BOX WITH 2 Z 2 32 MVOLT ACNP NAWT ACUITY 120/277 59 F32T8XLSPX5OECO 2 SURACE 4' STRIP BLANK COVER PLATE 6" ABOVE CEILING FOR (2) INSTALL LOCKING DEVICE FURNISHED WITH SIGNAGE. PANELBOARD (LOCK-OFF FOR MAINTENANCE). 10 2GT8 2 32 Al2 MVOLT ADOPH LPGM850EX NAWT ACUITY 120/277 74 F32T8XLSPX5OECO 2 RECESSED 2' x 4' TROFFER `. 16.233 ROOF TOP UNIT IS PROVIDED WITH A (3) INSTALL LOCKING DEVICE FURNISHED WITH : : 16 LQM S W 1 R 120/277 ELN SD90 M6 ACUITY 120 277 1 INTEGRAL LED WALL EXIT SIGN (SINGLE FACE) HACR RATED CIRCUIT BREAKER AND GFI PANELBOARD (LOCK-ON FOR CRITICAL LOAD). N / / DUPLEX RECEPTACLE. 0, _ (4) GFI BREAKER FOR PERSONNEL PROTECTION 17 ELM2 LED SD ACUITY 120/277 2 INTEGRAL LED - WALL EMERGENCY LIGHT 16.611 UNITS WITH SMOKE DETECTORS: PROVIDE (5 mA). U ,._ 6 M a 3/4" CONDUIT FROM LOW VOLTAGE WIRING (5) GFI BREAKER FOR EQUIPMENT PROTECTION n a 27 ELM627 SD90 RO NAWT ELA T 1206CS WP M12 ACUITY 120/277 6 6V/12W SEALED HALOGEN 2 WALL EMERGENCY LIGHT - REMOTE HEADS CURBARTMENT, DOWN THROUGH ROOF (30 mA). Pi a CURB. (6) CONDUCTOR SIZE HAS BEEN INCREASED FOR g:: 'N o VOLTAGE DROP. SIZE EQUIPMENT GROUNDING 9 10 CONDUCTOR PROPORTIONALLY PER NEC. (7) REFER TO ONE-LINE DIAGRAM FOR AVAILABLE SEAL j3I FAULT CURRENT FOR INTERRUPTING RATINGS. . j 16.221 (8) REFER TO ONE-LINE DIAGRAM FOR WIRE SIZES. O and _ sal_ - - - PHOTO CELL, LOCATED ON EXTERIOR (9) FACTORY WIRED TO LOAD. SPROFE ��P�GI612 NE6. �: r �wa r' OF BUILDING, INSTALLED AND WIRED N F 0* j _.E MM�pi6 ' BY CONTRACTOR (10) REFER TO SITE LIGHTING PLAN FOR WIRE SIZES. 1/47 Q� 72336PE y�I r� , 12 ' (11) THRU CONTACTOR. I �� L2D e �,S i4L2D TIME CLOCK, 24 HOUR 7-DAY "C" N I _ " II' I (X) DESIGNATES "SMART" BREAKER. �� OREGON °° Oq`MsER �2• ,�� 2D tel \\ 111�� , ■■.' ekill0 IF! c ■■ • I '� CEILI, MJN ION ! IIIUIT rlOXE ' E G lIi!H1 !isi II FRTL2D G L2D-8 — II - SIGN Ira , 1 ';; (• • L2D-10SIDE HENDERSON SIGN ENGINEERS_ I \\�` _i '�;EF1 ll ' j i I' L2D —L2D-12 SA8345 LENEXA DRIVE,SUITE 300 LEM,KS 66214 ' O alk N/C — SPARE 7HaL9137425000 FAX 9131425001 �:" �� www.hei-eng.com 1592095935 r' w ' ' LIGHTING CONTACTOR #2 - o fl d 'G' CONTACTOR WIRING DIAGRAM WIRE SWITfrE I ' 16://1 © N.T.S. PARALLEL S0' TH •T \ FAN IS ON IF El H - SWITCH IS IN' THE "� —,� ``1�r j POSIT ON - - j c ► ' CO z I ![ _fr - j � W T ilia. 'ii j ll Z O _aas,,, i , PI 10111 mri1111 a J I 111111 m IL II I lID IIII -I ( ART. r • a j LL ° I I I I Z 1 j L2„ L2D PANELBOARD ° W I 7 208l120V,3PH,4W 0 o 0 I I SERVES:VERIZON WIRELESS 200A,M.L.O. w Z o I I 16.233) LOCATION:VERIZON WIRELESS (7)AIC,FULLY RATED ° •11I IF :PROVIDED AND INSTALLED BY E.C. GROUND BUS J o I I SURFACE MOUNT I I KVA 1 ONS DESCRIPTION JJIRBRKFPL PL3RKF.NIRE DESCRIPTION liol 1 RTU1 15 3 2.49 ES C 1 20 SPARE 2 1 3 3TON 2.49 I 0.53 1 20 SALES LIGHTS 4 idal i 5 2.49 I 0.35 1 ZO BACKOFHOUSELIGHTS 6 7 RTU2 20 3 327 I 1.20 1 20 FRONT SIGN(2) 8 1 9 5TON 327 I 1.20 1 20 SIDE SIGN(2) 10 111111 ', 11 3.27 I 120 1 20 RE AR SIGN(2) 12 13 SPARE 20 1 I 0.05 1 20 CONTACT OR C2 14 .■� ■' 11111 ■. 15 SPARE 20 1 I 0.36 1 20 RTU RECEPT 16 �� 17 SPARE 20 1 I 020 1 20 RECIRCULATION PUMP 18 19 WH1 (2) 20 3 0.67 I 0.36 1 20 RECEPTACLES 20 12.23.16 I IIII III WI . 11111 ■■'`�,- 21 2 KW,208!3 0.67 I 0.18 1 ZO L2D RECEPT 22 „O, b 23 0.67 I 1 ZO SPARE 24 �`' L2D �� j 25 SPARE 20 1 I SPACE 26 1 �� O I 27 SPARE 20 1 I SPACE 28 ono FRE 29 SPARE 20 1 I SPACE 30 _� Ij 16.221 31 SPACE l _ SPACE 32 SHEET mE `�� JIIIIIEMPIPSIR �I ''111 Ili ♦., - - -- L2D D --- - - - -- - 36 SPACE SPACE I SPACE I SPACE 34 VERIZON 'L - 0 HI37 SPACEISPACE38WIRELESS r- �� J39 SPACEI SPACE40 PFI -. 41 SPACE I SPACE 42 ELECTRICAL 2716.221)1 TOTAL 8.04 8.69 817 KVA PLAN I I I I I I PER NECARTICLE 220 67 72 68 AMPS I E J j I TOTAL LOAD 24.90 KVA 69 AMPS II j FEEDER LOAD 43.30 KVA 120 AMPS BORA t I I iii O COFRIGHT 3015 BCRA NC ALL RIGHTS RESERVED 1 1 I SHEET ELECTRICAL PLAN WE12 . 2 Y 1/4 " = 1'-0" a r ra a ra KEYNOTES GENERAL NOTES (1.11E$ m d 15.100 ROUTE PIPING THROUGH JOIST SPACE. 1. THE NATURAL GAS DEMAND SHOWN IN CUBIC COORDINATE WITH HVAC AND OTHER FEET PER HOUR (CFH) IS BASED ON A HEATING TRADES PRIOR TO INSTALLATION. DO VALUE OF 1000 BTU PER CUBIC FOOT AND NOT INSTALL PIPING DIRECTLY UNDER SPECIFIC GRAVITY OF 0.6. CONTACT LOCAL Y g UTILITY FOR EXACT LOCATION AND SIZE OF GAS SKYLIGHTOTHS WELLS UNLESS INDICATED METER, GAS PRESSURE, SIZE AND TYPE OF a SPRINKLER ON PLANS. COORDINATE PIPING AND VALVES REQUIRED FOR CONNECTION 61 W WITH CONTRACTOR PRIOR LL w TO INSTALLATION IN ORDER TO TO METER. VERIFY CORRECT GAS PRESSURE MAINTAIN REQUIRED CLEARANCES DOWNSTREAM OF SERVICE REGULATOR AFTER GAS Co FROM SPRINKLERS. REFER TO PIPE UTILITY COMPLETES INSTALLATION. a SUPPORT DETAIL FOR INSTALLATION. a 2. SANITARY SEWER PIPING SHOWN IS BASED ON 15.101 COORDINATE CONNECTION OF NEW 1" 1/4" PER FOOT FALL FOR ALL PIPING 2 1/2" PC) - N WATER METERS TO EXISTING 3" DOMESTIC AND SMALLER AND 1/8" PER FOOT FALL FOR WATER SERVICE. PROVIDE PRESSURE ALL PIPING 3" TO 6". COORDINATE BUILDING SEM. REGULATOR DOWNSTREAM OF METER AND SEWER LOCATION AND INVERT ELEVATION WITH SET TO 55 PSI. REFER TO THE PLUMBING CIVIL DRAWINGS. • FIXTURE SCHEDULES. 3. INSTALL VTR'S A MINIMUM OF 24" FROM PARAPET WALL AND A MINIMUM OF 10 FT. FROM „,4,‘.,0 I'R0f OUTSIDE AIR INTAKE OF ROOFTOP EQUIPMENT. ; aiNE'F�sT� SEISMIC NOTES 4. INSTALL CONTINUOUS SEALANT JOINT AT ALL a.` 84639PE o2l EXTERIOR WALL PENETRATIONS. REFER TO SEISMIC RESTRAINT SHEET SR1 FOR 5. FOR PIPING ROUTED ON EXTERIOR WALLS, ROUTE 10 C5 INSTALLATION DETAILS. REFER TO THE PIPING RON THE INTERIOR SIDE OFR INSULATED R y..OREGON 2' SPECIFICATIONS FOR FURTHER INFORMATION. WALL TO PROVIDE FREEZE PROTECTION. sF AiBER oe �Q RN O ElS” 6. INSTALL FLUES A MINIMUM OF 8 FT FROM ROOF .% �fa EDGE AND/OR PARAPET WALLS AND 10 FT FROM . EXPIRES:12/31/2017 EQUIVALENT NOMINAL PIPE SIZES OUTSIDE AIR INTAKE OF ROOF TOP UNITS. Dec 22 2016 PLAN SIZE POLYPROPYLENE PEX 7. PROVIDE START-UP ASSISTANCE FOR ALL (COPPER) HOT WATER COLD WATER GAS-FIRED UNIT HEATERS. 1/2" 1/2" 1/2" 1/2 GAS LOADS 8. PRIOR TO SUBMITTING BID, VISIT THE JOB SITE 3/4" 3/4" 3/4" 1" AND BECOME FULLY ACQUAINTED WITH THE HENDERSON OUTLOT BUILDING (5 PSI) LOAD (CFH) 1" 1" 1" 1 1/4" EXISTING CONDITIONS OF THE PROJECT. EXISTING ENGINEERS=_ UH1 250 1 1/4" 1 1/2" 1 1/4" 1 1/2" CONDITIONS WERE TAKEN FROM ORIGINAL UH2 250 1 1/2" 2" 1 1/2" 2" DRAWINGS AND MAY NOT REFLECT EXACT 8345 LENEXA DRIVE,SUITE 300 AS-BUILT CONDITIONS. COORDINATE NEW WORK LEKS66214 TENANT (LOW PRESSURE) LOAD (CFH) 2" 2 1/2" 2" N/A NEXA,AND DEMOLITION WITH OTHER DISCIPLINES AND TEL 913 742 5000 Fax 913 742 5001 VERIZON WIRELESS RTU1 150 2 1/2" 3" 2 1/2" N/A EXISTING CONDITIONS PRIOR TO CONSTRUCTION. wwwhei-eng.com VERIZON WIRELESS RTU2 105 3" 3 1/2" 3" N/A 1592095935 TOTAL 755 4" 6" 4" N/A 9. AT CONTRACTOR'S OPTION, IN LIEU OF COPPER NOTE: ALL TENANT METERS ARE LOW PRESSURE NOTE: REFER TO SPECIFICATIONS FOR WATER PIPING, PEX OR AQUATHERM PIPING MAY APPROVED MANUFACTURERS BE USED. REFER TO EQUIVALENT PIPE SIZE SCHEDULE AND SPECIFICATIONS. O 0 0 0 0 0 0 0 0 0 U) I I I I I I I I I I Q 1" WATER METER Z LU 1 I 3" DOMESTIC i GAS ENTRY I GAS METER BANK 1 I I I WATER ETR / TENANTGASLOADS REF 1-MPO2.2 SPRINKLER Ci lZ 1 1ROOM ETR FOR TOTAL LOAD MP21.2 MP22.2 1 I I I I21/2" GASETRAS PIPE DOWN TO DEMO 6" YCO ZDIVIDUAL TENANT 3" VEA- IE = 91.50' E EXISTING 3/4'I i, 1 METERS TYP 1 1/4" i' vA I I GAS PIPINGI____ ETR- 1 - ETR – – – – – – – – – R - - m eC ��a ' ' – f G — .r �-'"— — .7_ _ _ _ °° I� SAMPLING PORT© Q I I 1 I Pi I 1 \-3/4" ETR 1 !a_ _ VTR -1 I WITH 6" YCO I - _ _ KEEP INVERT OF PIPE I 6" ETR LITJ �3/4 _ LOW AS POSSIBLE F�' IETR ETR ETR GAS PIPING 1"CW I I p ~ESS FUTURE TENANT TIE I SS-1 o o SS 1- Q Nr ON ROOF I�I�I� — �IELECTRICAL �I REF 2-MP23.21 4" 1 I4" ETR �� 6' ETR =O zCAP GREASE WASTE1I �4" ETR O Q 2 p3 4' 15.101 PIPE 5' FROM�,EG GW C 0/ ( TENANT WALL r II0 w 7ETR 1 1 1 I (15.100 I 4" 1 I �Q I I I t- < o 0 0NP t1 II1100 GALLON YCOw Zsl w J = 94.5' GREASE ETR 8co rtQ c I INTERCEPTOR bP Q Q o 0FINISHED FLOOR ELEVATION = 1100.00' I `I J „ EMO I I ETR EL J it 1=1 NG 3/4MOUNT ON 2 ® PIPING I REVISIONS COLUMN AT 3/4"� 7 n60"AFFI REGULATORhCnP FLUE AND o GASROOF0 - - - (LI��414 - - - - - I - - - - I - - - - I - - - - - - I 1 - - 1 UH2 I I(11" - REF 3-MP02.2 IABOVE ROOF \ I-PtNETRATIONS - REF ARCH �� t t _ _ I I $— \ �c 4 1" GAS UP �i��\`I T 0ETR I I I I I I �'\ TER\U ROOF 1 iI _ , -SS 3 UH1 UH2 12'-0"AFF V-8 I, I 1 1/4" HEATER,RELOTHERMOSTAT,ATE UNIT / I uA1E 4" ETR ETR SET THERMOSTAT f DOWNSTREAM FLUE, AND GAS PIPING YCO I 12.23.16 H I I I I II TO 60' EI OF EFV I I REF 2-MP02.2 NO. E- -0 I FLUE THRU I I I I I I I ROOF TYP I 11500 GALLS \_3,, VENT REF 4-MP02.2 I two FIE 0 I GREASE ETR TITLE INTERCEPTOR OVERALL o-J� ETR \Q/ I I I I I I I 1 I I 4" ETR 4" ETR.".\ GW ] I MECHANICAL YCO IE = 95.5' I WCO ETR I I I I I I AND ETR - TYP��R OOF STORM I PIPING ANDN PLUMBING FF T ETR TYP T 0 -, ----17-al -....=_I I - - - - - 0 PLANS " T ' R R /A� L_L 1 - - - I7 I I F IV- -- ---T9--- --' II I I I I 1 I 7 I I 1 I I �— iJ�l�l i L -' (- J L J L J L_ L _J-- 1 I I r FF L BCOPYRI A15 BORA.INC ALL RIGHTSRESERVED J-1 1 I U1 !n J SHEEP 1 iI 1 1 I II I L 1 I 1 1 1 M P 0 1 . 2 LLI 0 MECHANICAL FLOOR PLAN 1/8" = 1'-0" dZ Q W c NATURAL GAS PRESSURE REGULATOR SCHEDULE GAS UNIT HEATER SCHEDULE �� MECHANICAL SYMBOLS PLUMBING SYMBOLS 411 mci MANUFACTURER MARK AREA SERVED MANUFACTURER/ GAS HEAT W OUTLET SENSUS METERING SYSTEMS - INVENSYS - EQUIMETER FISHER ITRON MODEL INPUT (MBH) 3 PRESSURE CAPACITY MODEL BODY SIZE *SPRING MINIMUM CAPACITY MODEL BODY SIZE *SPRING MINIMUM CAPACITY MODEL BODY SIZE *SPRING MINIMUM UH1 OUTLOT BUILDING REZNOR / UDAP-250 250 OUH2 THERMOSTAT —SS— SANITARY SEWER m w SETPOINT RANGE NUMBER INLET-OUTLET RANGE ORIFICE RANGE NUMBER INLET-OUTLET RANGE ORIFICE RANGE NUMBER INLET-OUTLET RANGE ORIFICE UH2 MODINE / PDP250 250 g g (WC) (CFH) (INCHES) (IN WC) (IN) (CFH) (INCHES) (IN WC) (IN) (CFH) (INCHES) (IN WC) (IN) LENNOX / LF24-250A 250 —GW GREASE WASTE g S 7 0-520 143-80-2 3/4-3/4 5-8.5 5/16 0-215 HSR 3/4-3/4 6-8 3/16 0-575 B-42R 3/4-1 5.5-9 1/2 x 9/16 < " 521-715 143-80-2 1-1 5-8.5 5/8 216-425 HSR 3/4-3/4 6-8 3/8 576-880 B-31R 1 1/4-1 1/4 4-9 1/2 GENERAL INFORMATION (ALL UNITS): ST— STORM SEWER 716-1100 243-8-2 1 1/4-1 1/4 5-8.5 1/2 426-1050 S-202 1 1/2-1 1/2 5-9 3/8 881-1920 B-34SR 2-2 6-9 7/8 x 1 1. ALL UNITS ARE 115V, 1 PHASE, 60 HERTZ WITH 24V CONTROL TRANSFORMER. .n W 1101-2150 243-8-2 1 1/2-1 1/2 5-8.5 1 1051-2300 S-202 1 1/2-1 1/2 5-9 3/4 1921-3950 B-34R 2-2 5-8 7/8 X 1 2. INSTALL BOTTOM OF HEATER AT ELEVATION INDICATED ON DRAWINGS b 9 OVERFLOW ROOF DRAIN LINE " w 2151-4700 243-12-2 2-2 5-8.5 1 1/4 2301-4500 S-202 2-2 5-9 1 3/16 UNLESS NOTED OTHERWISE. Ugcr 11 0-375 243-8-2 1 1/4-1 1/4 6-14 1/4 0-175 HSR 3/4-3/4 10-12.5 3/16 0-439 B-42R 3/4-1 8-14 1/2 x 9/16 3. PROVIDE 60 DEGREE DISCHARGE NOZZLE. DOMESTIC COLD WATER "1: IL 376-1175 243-8-2 1 1/4-1 1/4 6-14 1/2 176-330 HSR 3/4-3/4 10-12.5 3/8 440-674 B-31R 1 1/4-1 1/4 8-12 1/2 ��\ 1176-2175 243-8-2 1 1/2-1 1/2 6-14 1 331-950 S-202 1 1/2-1 1/2 10-12.5 3/8 675-1674 B-34SR 2-2 8.5-12.5 7/8 X 1 10.28.11 [�i�J1to CO 2176-4500 243-12-2 2-2 6-14 1 1/4 951-2300 S-202 1 1/2-1 1/2 10-12.5 3/4 1675-3564 B-34R 2-2 6.5-13 7/8 X 1 G NATURAL GAS 2301-3350 S-202 2-2 ' 10-12.5 1 3/16 PLUMBING VENT SEN. GENERAL INFORMATION (ALL REGULATORS): . 1. MINIMUM INLET PRESSURE, 1.5 PSI; SET OUTLET PRESSURE TO 7 INCHES WATER COLUMN UNLESS NOTED OTHERWISE. 0 GAS PRESSURE REGULATOR 2. VERIFY CAPACITY SHOWN ON PLANS WITH CAPACITY SCHEDULED FOR EACH REGULATOR MANUFACTURER BEFORE ORDERING. CAPACITIES VARY BETWEEN MANUFACTURERS. �- 3. PROVIDE WITH INTERNAL RELIEF VALVE. C ELBOW - TURNED DOWN ��?'• -C96>9 * FOR MUNTERS UNIT USE SPRING RANGE TO SET OUTLET PRESSURE AT 11 INCHES OF WATER COLUMN. 0 ELBOW - TURNED UP �g4639PE CONTACT INFORMATION: SENSUS-SENSUS METERING SYSTEM: 1-800-375-8875; FISHER-VINSON PROCESS CONTROLS: 1-888-217-5428; ITRON-MIDWEST GAS EQUIPMENT, INC: 1-877-962-8808. TEE - TURNED DOWN 201. OREGON ,Lo 05.29.09 _0. TEE - TURNED UP Os.FMRER o9 €Q- PLUMBING FIXTURE SCHEDULE lel BALL VALVE - p SO" z- MARK FIXTURE BRANCH SIZES (MIN.) MANUFACTURER CATALOG DESCRIPTION, TRIM AND ACCESSORIES NOTES . 0MIRFS:12/31/7017 CW HW WASTE VENT NUMBER ___a PLUG VALVE PRV WATER --- --- -- WATTS LF223 LEAD FREE BRONZE BODY VALVE WITH SHUT-OFF VALVES FOR SIZES Dec 22 2016 PRESSURE UP TO 2-1/2", CAST IRON BODY FOR 3" AND ABOVE. MAXIMUM > CHECK VALVE REGULATOR OPERATING PRESSURE_ OF 200 PSI. CONFORM TO ASSE 1003. WILKINS 500XL FDC SHUT-OFF VALVE IN VERTICAL LINE GENERAL INFORMATION (ALL FIXTURES): (3 WATER PRESSURE REGULATOR !ZAENGINEERS 1. SUBSTITUTIONS NOT PERMITTED. REF SPECIFICATIONS FOR APPROVED MANUFACTURERS OF THE FOLLOWING TRIM AND ACCESSORIES; _ BACK FLOW PREVENTER 8345 LENEXA DRIVE,SUITE 300 02.27.15 LENEXA,KS 66214 © WATER/FLOW METER TEL 913 742 5000 FAX 913 742 5001 www.hei•eng.com LISTED FLUE CAP I1592095935 REF SPECIFICATIONS 0 ROOF DRAIN/OVERFLOW ROOF DRAIN (REZNOR: USE 'fH H O MO \ --0 YCO YARD CLEANOUT MANUFACTURER'S VENT CAP OPTION CC1) —II WCO/CO WALL CLEANOUT/CLEANOUT HIGH TEMP SEALANT 12" MINIMUM ABOVE S CONNECT TO EXISTING STORM SNOW LEVEL OR PER COLLAR AUTHORITY HAVING ETR EXISTING TO REMAIN JURISDICTION X 26 GA. MINIMUM \ METAL FLASHING COLLAR/INSULATION 1— z SHIELD BY GAS COMPANY • • PROVIDED UNDER Z REF ARCHITECTURAL (VERIFY) DIVISION 15 to FOR ROOF PENETRATION AND FLASHING DETAILS Z IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII€ IIIIIIIIIIIIJ \ [II [II W \ PRESSURE TEST ^ �i • I— Z 1 ��v v�' FITTING .J V_,-1 1" MINly GLASS FIBER '1 rll�� = I ISI�It - II dd O ` INSULATION \ TYPE B FLUE VENT GAS PIPE TO LfiF�fl�Itl 1III� iII�i� sea Z 0 ADDITIONAL GAS �11�U�� OR AS REQUIRED PER METERS AS — — — SEAL ALL SINGLE WALL FLUE MANUFACTURER'S SHOWN ON , II JOINTS AND SINGLE TO INSTRUCTIONS PLANS l _ CC DOUBLE WALL FLUE VENT SINGLE WALL FLUE I--1-L S SII, - m 71 O JOINTS WITH MINIMUM RATED UNLESS NOTED - - 500' F SILICONE ADHESIVE OTHERWISE ON PLAN €� 'i Ell GAS PIPES UPEXTERIOR la- SEALANT BY GENERAL ��REFER TO UNIT HEATER �, - _ OF BUILDI GALL it F ELECTRIC OR EQUAL RI FLUE VENT SIZING TABLE vI II� �I 010 ONTO ROOF, E- = N FOR FLUE SIZES NOT LOCATION AND ^/ F r- SHOWN ON PLAN mi m w �� ,,i. SIZE AS SHOWN ( L: = °' TYPICAL BRANCH IMI mu A All ON PLAN D 0 zo o WITH GAS TYP OF 3 Q H 2UNIT HEATER FLUE VENT SIZING TABLE SHUT-OFF COCK ❑ H 0 0 MANUFACTURER MODEL # FLUE VENT MAXIMUM FLUE F- < Z DIAMETER VENT LENGTH (FT.) ANCHOR RISERS - D u) 11 REZNOR UDAP-100 4" 35 TO WALL AT TEN Q Q o 0 F MODINE HD100 5" 25 / FOOT INTERVALS EXISTING GAS USING OFFSET LENNOX LF24100A 5" 25 PIPE UP AND RISER CLAMPS. REVISIONS REZNOR UDAP-250 5" 50 If THROUGH MODINE PDP250 7" 25 L h EN RIOR WALL LENNOX LF24250A 7" 25 ^ REZNOR UDBP-250 5" 50 UNION INSTALL PIPING SHOWN IN THIS MODINE BDP250 7" 25 �r�l ^ 1aim 4 DETAIL TO AVOID CONFLICT WITH TRANS GBND025 7" 25 r - J L-__5 TEE W/CAPPED UNIT INTERIOR ACCESS FOR II II �I,i I11II��II1 TYPICAL GAS 1/8" PRESSURE INSPECTION AND/OR MAINTENANCE FLUE THRU ROOF STRAINER uu f - — SHUT-OFF COCK GAUGE CONNECTION 4 _ NTS 02.26.10 MMO5 �t� )\ 1 PRESSURE REGULATOR PIPE INCREASER i l WE INSTALL MIN 18" ABOVE ROOF WITH RELIEF T� Pri\ , , VENT FACING IN THE DOWN POSITION REF GAS PRESSURE REGULATOR SCHEDULE NNE, 7 € ] =-I�'i 12A2 16 �� PROVIDE 6" LONG UL LISTED BALL GAS VALVEDIRT LEG AT PIPING TO INDOOR REF SPECIFICATIONS; NO EACH UNIT HEATER SHALL BE INSTALLED �I 00 viii 010DIRT OF ifGAS EQUIPMENT SUBSTITUTIONS PERMITTED - �� mi mi RISERS. GDDFILE WITH INDIVIDUAL FLUE, REF FLUE THRU ROOF i_� ■l i■i 1M i PROVIDE ONLY MALLEABLE DETAIL FOR SIZE AND REQUIREMENTS ii-3" FULL SIZE 2IRON OR FORGED STEEL EXCESS FLOW VALVE (EFV) On IPO IIIUI PIPE INCREASER TYP SHEET fluff SEDIMENT TRAP �z WELDED TYPE PIPE FITTINGS (WHEN SHOWN ON PLAN) REF FLUE THRU I II 1 OVERCALL PER SPECIFICATIONS IN VERTICAL POSITION REF ROOF DETAIL PIPE UNION WITH ROOF PENETRATION REF ARCH �_ ROOF PENETRATION REF ARCH MANUFACTURER'S INSTRUCTIONS NEW LOW ��I �� ] GROUND JOINT MECHANICAL ROOFIL I l I I I I ` ` ISUPPORT FROM STRUCTURE _ V U L/ V V V V \ \ 7 \ 1 / \ 7 7 7 REGULATOR ODETAIL ROOF RECOMMENDATIONS MANUFACTURER'S tiIli \ \ / 1� AND �. REF !r REGULATOR 7 iii 9 I -" I �_ 11 - I III I- CONNECT NEW P LU M B I N G : BEAM CLAMP 2 x 2 x 1/4 g G LOW PRESSURE I— ANGLE OR 1 5/8 x 1 5/8 `� KEEP ASSEMBLY IN S_ Pa- - I SYSTEM 5 PSI METER NEW LOW DETAILS UNISTRUT TO TOP CHORD - UPSTREAM OF PRESSURE METER ROOF JOIST AREA REGULATOR SET AND PIPING I ALL THREAD ROD I GAS PIPING OF BAR JOISTS WITH NO PORTION ,� REF PLAN AT 5 PS1 ETR EXISTING 5 PSI ETR ANGLE OR UNISTRUT BELOW BOTTOM I SYSTEM BCRA MOUNT PIPE WITH U-BOLT �� BALL VALVE '-' JOIST CHORD OF JOISTS TO 1 1/2 X 1 1/2 X 1/4 G HANGER GRADE OR �- eCO,,,,,a,,,,,, _,O,,,INC.,""�„s„� i_ __I ANGLE IRON BOLTED TO 0 TYP PAVEMENT VERIFY REQUIREMENTS FOR METERING AND PIPING WITH GAS COMPANY. SHEET ANGLE OR UNISTRUT SUPPORT PIPING FROM 4 COORDINATE WITH GAS COMPANY WITH REGARD TO INSTALLATION OF OTHER Ji w STRUCTURE PER _IL II I PLUMBING UTILITIES IN VICINITY, IF ANY. APPLY FOR AND PAY GAS ,r 24" EXCESS FLOW VALVE SHALL BE: 6" DIRT LEG, END SHALL BE FEES FOR INSTALLATION. SPECIFICATIONS. REFER OMEGA FLEX FGP-CFD-2756, ABOVE BOTTOM OF HEATER S FITTINGSYPER PLUMBING SPECIFICATIONS.E WELDED OR SCREWED PIPE AND TO PLANS FOR PIPE SIZE. BY OMEGA FLEX, INC. 800-671-8622 ROOFTOP GAS REGULATOR 3/4" I.D. FLEXIBLE GAS CONNECTOR M PO2 . 2 1111 NTS 12.26.06 MTO1-2 GAS UNIT HEATER CONNECTION GAS METER SETTING - MULTIPLE U ell NTS 05.27.11 MMO9 410 NTS 0 z a U CO EQUIVALENT NOMINAL PIPE SIZES •- PLAN SIZE POLYPROPYLENE PEX KEYNOTES GENERAL NOTES leI (COPPER) HOT WATER COLD WATER w9 a 1/2" 1/2" 1/2" 1/2" 3 3 3/4" 3/4" 3/4" 1" 15.100 ROUTE PIPING THROUGH JOIST SPACE. 1. SANITARY SEWER PIPING SHOWN IS BASED ON m 1" 1" 1" 1 1/4" COORDINATE WITH HVAC AND OTHER 1/4" PER FOOT FALL FOR PIPING 3" AND g 1 1/4" 1 1/2" 1 1/4" 1 1/2" TRADES PRIOR TO INSTALLATION. DO SMALLER AND 1/8" PER FOOT FALL FOR g NOT INSTALL PIPING DIRECTLY UNDER PIPING 4" AND LARGER. COORDINATE < "' 1 1/2" 2" 1 1/2" 2" SKYLIGHT WELLS UNLESS INDICATED r S 2" 2 1/2" 2" N/A OTHERWISE ON PLANS. COORDINATE BUILDING SEWER LOCATION AND INVERT Co 2 1/2" 3" 2 1/2" N/A WITH SPRINKLER CONTRACTOR PRIOR ELEVATION WITH CIVIL DRAWINGS. N w 3" 3 1/2" 3" N/A TO INSTALLATION IN ORDER TO 2. PROVIDE ADDITIONAL TRAP SEAL PRIMERS ATC...) LL 4" 6" 4" N/A MAINTAIN REQUIRED CLEARANCES NO EXTRA COST AS REQUIRED BY AUTHORITY M E FROM SPRINKLERS. REFER TO PIPE HAVING JURISDICTION. REFER TO TRAP PRIMER NOTE: REFER TO SPECIFICATIONS FOR SUPPORT DETAIL FOR INSTALLATION. " as DETAIL. APPROVED MANUFACTURERS PCIil 15.102 MOUNT SHUT-OFF VALVE ABOVE ,- N ACCESSIBLE CEILING AT 14 FT. AFF. 3. INSTALL VTR'S A MINIMUM OF 24" FROM SUSPEND SIGN FROM COLD WATER LINE PARAPET WALL AND A MINIMUM OF 10 FT. 9 10 NEXT TO VALVE ABOVE CEILING TO READ FROM OUTSIDE AIR INTAKE OF ROOFTOP SEAL AS FOLLOWS: "TENANT WATER SUPPLY EQUIPMENT. REFER TO VTR DETAIL. _ I I SHUT-OFF VALVE". 4. REFER TO RISER DIAGRAMS AND PLUMBING FIXTURE SCHEDULES FOR ALL PIPING AND i"C r'HO 15.128 CONNECT DWV BRANCH LINE TO MAIN F� F ,. PIPE SIZES NOT SHOWN ON PLAN. U, aGwtF ri USING 1/8TH BEND AND WYE OR `c� 9 0t I I COMBINATION FITTING TO PREVENT 5. FOR PIPING ROUTED ON EXTERIOR WALLS, i��84639PE BACKFLOW. DO NOT USE A SANITARY ROUTE PIPING ON THE INTERIOR SIDE OF TEE FITTING. INSULATED WALL TO PROVIDE FREEZE L 43 PROTECTION. �� OREGoN 2c EllCO SEISMIC NOTES 6. INSTALL CONTINUOUS SEALANT JOINT AT ALL SFgN�i\�P a3 I 15.102 STUB I \ * \ EXTERIOR WALL PENETRATIONS. O Ets J _ _ � '% Ca _ _ 7. INSTALL PIPING AT 60" MINIMUM FROM HVAC • WHIPS:�2/31i2ot7 PLUMBING UP- REFER TO SEISMIC RESTRAINT SHEET SR1 FOR 1"CW o 4-MP24.2 TO SLAB FOR rn Dec 22 2016 :FREE; I I EQUIPMENT AND PARAPET WALLS. TYP FUTURE SINK I INSTALLATION DETAILS. REFER TO THE REF 1 1 o i. �o SPECIFICATIONS FOR FURTHER INFORMATION. 1-MP01.21 15.100) 15.128 I I I - 8. PRIOR TO SUBMITTING BID, VISIT THE JOB SITE �' /� �� AND BECOME FULLY ACQUAINTED WITH THE WCO REF 2 MP24.2 j EXISTING CONDITIONS OF THE PROJECT. REF EXISTING CONDITIONS WERE TAKEN FROM REF t o 2" 1-MPO1.2 ORIGINAL DRAWINGS AND MAY NOT REFLECT 1-MP01.2 i 4" j �4„ 2" 1/2"CW� o o J �4 EXACT AS-BUILT CONDITIONS. COORDINATE HENDERSON WH1 ROUTE W 1/2"HW DNEW SCIPLORK AN D DDEXIOLITI CO LITDH OTHEINENS PRIOR ENGINEERS"=_ T&P RELIEF _ _ 1 TO FD1 I I I TO CONSTRUCTION. 8345tENEXAOKSV�E��E300 4 3/4"CW , 3' 4" TEL 913 742 5000 FAX 913 742 5001 REF 9. AT CONTRACTOR'S OPTION, IN LIEU OF (( ` REF www.hei•eng.com 1-MP01.21' o�WCO f2' GW I I I S 1-MP01.2 COPPER WATER PIPING, PEX OR AQUATHERM 1592095935 PIPING MAY BE USED. REFER TO EQUIVALENT REF 1-MP24.2 _ I WC8 �-TOILET I PIPE SIZE SCHEDULE AND SPECIFICATIONS. 1/2 HW , L2 Q_ T cII I - _ ' I 1400:::;EWC1 �o o • >— • _ FD1 — VTR 1'�J ii � W/PRIMER � C REF 3-MP 24.2 Q I- \- L2 WC8 E CAP STUB ATL9'-3" 3"VTR FLOOR FOR \ �' H FUTURE SINK \� 2"� 2.. I TOILET \\ I TENANT = Z 55,'''' \ ___ z Lii /GVH / 2„V I I F- O C[ 55 1 1/2"V 2"V WC8 Z O W CO r ..\,........5.,1 WC8 I d - O V� z u- 1 �� - - C] - - - - - - - L] - - - - - - - - - - - - o - - -- 2 Y �WCO L2%� Y B J 1 / FD1 = 0 222YYY m 1 1/2"V C1 fr.Att. W/PRIMER O I I W c� EW DWV RISER 1 ° LL co TN © NTS D 0Z O J H 0 I I EL L1J Q Q ¢p 0 w2ZNd I I I d --i n F CAP STUB FOR FUTURE SINK REVSIONS \e I I e\ — I I I I 1 I DATE I I I 12.23.16 ROUTE T&P RELIEF AND DRIP DORA NO. PAN DRAIN LINE ****K ABOVE CEILING, DOWN IN WALL nm FILE �, AND END OPEN WH1 OVER FD1EET IITLE WHA I I • 3/4"CW 0 WC8 WC8 —_ VERIZON WIRELESS PLUMBING 3/4"CW ' �n. PLANS ` L2 L2 —r F-4 1 , 1 j I 4 0 - - - - - - - - - - - - - A EWC1 EWC1 I I - 11C1�1 l =� i II I I I OLOFYRIGM 2015 RLW\iNG ALL RIGHTS RESERVED WATER RISER ' I I 0 I L JII SHEET NTS PHM,BING PLAN MP21 . 2 wO J 1/4 w 0 z a LJ (A SEISMIC NOTES GENERAL NOTES 1;:' 5 , REFER TO SEISMIC RESTRAINT SHEET SR1 FOR 1. THE NATURAL GAS DEMAND SHOWN IN CUBIC m g INSTALLATION DETAILS. REFER TO THE FEET PER HOUR (CFH) IS BASED ON A SPECIFICATIONS FOR FURTHER INFORMATION. HEATING VALUE OF 1000 BTU PER HOUR (1 g MBH) PER CUBIC FOOT AND SPECIFIC GRAVITY OF 0.6. CONTACT LOCAL UTILITY FOR EXACT LOCATION AND SIZE OF GAS METER, GAS N W PRESSURE, SIZE AND TYPE OF PIPING AND u_ VALVES REQUIRED FOR CONNECTION TO a METER. VERIFY CORRECT GAS PRESSURE 'n U DOWNSTREAM OF SERVICE REGULATOR AFTER < r` GAS UTILITY COMPLETES INSTALLATION. PC ' a 2. INSTALL PIPING AT 60" MINIMUM FROM HVAC N EQUIPMENT AND PARAPET WALLS. 9 10 3. FLEXIBLE DUCTWORK IS NOT PERMITTED. , -- I 4. REFER TO STRUCTURAL DRAWINGS FOR EXACT LOCATIONS OF ROOFTOP EQUIPMENT. r'tiOpp„ I5. LIGHT FIXTURE LOCATIONS TAKE PRECEDENCE ' R 2 I OVER DIFFUSER AND GRILLE LOCATIONS. 2� 84639PE LOCATE DIFFUSERS AND GRILLES TO ACCOMMODATE LIGHTING LAYOUT. DO NOT INSTALL DUCTWORK OR EQUIPMENT DIRECTLY V� OREGON o ' ' �, I , I - - UNDER SKYLIGHT WELLS UNLESS NOTED S\, OREGON N e 0 ❑ OTHERWISE ON PLANS. F\:� 1 MREF P01.2 I 5 •Li G u - 6. DUCT SIZES SHOWN ON DRAWINGS ARE NET 'IN O EVS �� BREAKROOM ). </ CD FREE AREA. INCREASE RECTANGULAR SHEET . FX1JRPS:12/31/2017 METAL SIZE AS REQUIRED FOR LINER. REFER \ 2 8" I \e/ THICKNESS. SPECIFICATIONS FOR THE INSULATION Dec 22 2016 THICKNESS. CONTRACTOR'S OPTION, ROUND 1 1/4" , „ DUCTWORK OF EQUIVALENT FREE AREA MAY ii \\ RTU2 n \ BE USED IN LIEU OF RECTANGULAR. 48"AFF II T - - J L!J J 7. DUCT SUPPORT AND GRILLE DETAIL IS !'ZAHENDERSON JI _ __ _ APPLICABLE THROUGHOUT THE STORE. DO 6 ATO EF1 T ,( [-HI ; NOT USENOT PORT FATENRTS ORK FROM THAT PEENETRAD ENG.ROOFOENGINEERSa ON ROOF I I , DECK. 8345 LENEXA DRIVE,SUITE 300 LENEXA,KS 66214 8. TYPICAL BRANCH DUCT FITTING DETAIL IS TEL 9137425000 FAX 9137425001 12/10 ` I I 12/10 APPLICABLE THROUGHOUT THE STORE. www.hei-eng.com -/ _/ 1 / 1592095935 TOILET 111 \�/ ICD I. I a 9. PROVIDE VOLUME CONTROL DAMPERS IN e' 8 _ _ DUCTS TO DIFFUSERS. INSTALL DAMPERS A I MINIMUM OF 24" AWAY FROM DIFFUSERS AND �� J �`� \ 00 RAG L J ® \ 8" A MAXIMUM OF 60" ABOVE THE CEILINGS FOR \ U I EAG1 16" 105 MBH RTU2 TYP \ 200 CDCr 6 ACCESSIBILITY UNLESS SHOWN OTHERWISE ON 8" r6" �� 75 _ J TYP OF 3 DRAWINGS. PROVIDE ACCESS PANELS WHERE _ DAMPERS MUST BE INSTALLED ABOVE 1 n �I C - rt _, NON-ACCESSIBLE CEILINGS. REFER TO IVOLUME/BALANCE DAMPER SCHEDULE FOR APPROVED MANUFACTURERS. TOILET III I - HALLWAY ______ I J 10. INSTALL EXHAUST FANS A MINIMUM OF 10 FT i' - J \e�� FROM OUTSIDE AIR INTAKE OF ROOF TOP CI) \ CD1 9/9 \ 6 I \<,,, UNITS. INSTALL EXHAUST FANS AND ROOF 1 -- 50 \\\ \\Q I / \ TOP UNITS A MINIMUM OF 10 FT FROM ROOF Z TYP OF 2 \\�� EDGE OR A MINIMUM OF 6 FT FROM PARAPET - - - I WALLS THAT ARE AT LEAST 42" HIGH. z 11. LABEL RTU'S WITH 6 IN BLACK PERMANENT W PAINT STENCIL. NUMBER UNITS AS INDICATED ON DRAWINGS. LOCATE LABEL FOR EACH I- 3/4 MP23 2 UNIT SO IT CAN BE READ FROM THE ROOF �/ / HATCH. Z LL /// TYP - 12. PROVIDE START-UP ASSISTANCE FOR ALL Z 0 JGAS-FIRED EQUIPMENT INCLUDING BUT NOTEi e LIMITED TO ROOF TOP UNITS AND UNIT E - - - - - - - - - - - - — — - - - - - - - - - - - - - B HEATERS. COORDINATE ADJUSTMENT OF j REGULATORS WITH SET-UP PERSONNEL TO [0 n/ . \> r it ENSURE CORRECT GAS FLOW PRESSURES FOR 0 \ PROPER OPERATION OF ALL EQUIPMENT \� �___--12/1O 13. PRIOR TO SUBMITTING BID, VISIT THE JOB SITE - AND BECOME FULLY ACQUAINTED WITH THE F Q of N ' 50 MBH EXISTING CONDITIONS OF THE PROJECT. 0 x N EXISTING CONDITIONS WERE TAKEN FROM F- o rn TYP ©a1 ORIGINAL DRAWINGS AND MAY NOT REFLECT j O O Z �� 11 I EXACT AS-BUILT CONDITIONS. COORDINATE 1.... 12 NEW WORK AND DEMOLITION WITH OTHER 1- c w I as I DISCIPLINES AND EXISTING CONDITIONS PRIOR w o 0 0 RAG I wireTO CONSTRUCTION. w < Z Ig18" T J n ~ TYP TYP U IL FtLI4S4ONS CD 200 ' % \ I TYP OF 7 TENANT 16/12 I I1 I pm \ I 12.23.16 BCRA NO. CD rend ME �`-\ i 1 ) 2°0 SHEET TLE - VERIZON WIRELESS MECHANICAL c PLANS � 0"-�_ 1 1 r T RTU1 48ArF------------------------- ----------r - - - A iLVRl i , ' 1 I I I ocarvaic 2015 - w,INC c.nRIGHTSRESERVED L I I sr�r ix MECHANICAL PLAN MP22 . 2 LJ O = J N w 1/4" 1'-0„ d Z Q W 0 TOP BEAM a MECHANICAL SYMBOLS � " 3" CLAMP TYP ROOFTOP UNIT SCHEDULE (LENNOX SG SERIES) '� ' " MAX TOP CHORD OF JOIST ROOF L 3 ROOF MARK AREA NOMINAL SUPPLY FAN GAS HEAT SMOKE NOTES 18/12 RECTANGULAR DUCT 18" WIDE 4 A !!! SERVED CAPACITY OUTSIDE INPUT DETECTOR BY 12" DEEP .t..... .5, (TONS) CFM ESP AIR CFM OPERATION (MBH) LOCATION F r N -k 2"x2"x1/4" ANGLE OR RTU1 VERIZON WIRELESS 5 1650 0.5" 165 AUTO 150g g / 6" " 12" 12" DIAMETER ROUND DUCT < "' • 1 5/8 x1 5/8 UNISTRUT 6„ RTU2 VERIZON WIRELESS 3 1200 0.5" 120 AUTO 105 --- DUCT HANGER STRAP GENERAL INFORMATION (ALL UNITS): e N ' REF SPECIFICATIONS 1. UNIT IS 208V, 3 PHASE, 60 HERTZ. UNITS MUST BE UL OR ETL AS WELL AS AGA APPROVED. MINIMUM AFUE = 80%. SUPPLY DUCT IN SECTION LL IIMMIIMMINIIIIM1===i••••• 2. UNIT OPERATING WEIGHT (LBS): 5 TON = 1087, 3 TON = 1063. a _I- -L 3. OUTSIDE AIR IS CONDITIONED THROUGH THE ROOFTOP UNIT AS SCHEDULED ABOVE IN ACCORDANCE WITH ASHRAE 62.1-2007. RETURN OR EXHAUST DUCT IN LIIp a LOADS MUST BE 4. HACR—TYPE RATED CIRCUIT BREAKER. a HUNG WITHIN 3" BOTTOM OF 1" MIN. SHEET METAL 5. SINGLE POINT POWER AND GAS ENTRY CONNECTIONS. SECTION F, N OF PANEL POINTS STRUCTURE 111.110' 6. ROOF„ THREADED ROD II SCREWS TYP 7. SPECIFIC ATIONSURB DANDCHVACHOR BSEISMIC/WIND RESTRAINT BRACKET DETAIL RACKETS FURNISHED BY OWNER, RECTANGULAR BY CONTRACTOR. REFER TO RECTANGULAR RADIUS ELBOW REF STRUCTURAL i1 TYP ele 60" MAX. UNIT ENERGY EFFICIENCY RATING (EER) PER ARI 210 & 360 ARE AS FOLLOWS: 3 TON = 13.6, 5 TON = 12.8. sEAL • 8. UNIT SEASONAL ENERGY EFFICIENCY RATING (SEER) PER ARI 210 & 240 ARE AS FOLLOWS: 3 TON = 16.1, 5 TON = 15.5. RECTANGULAR DUCT 2"x2"x1/4" ANGLE OR 9. PROGRAMMABLE THERMOSTAT IS FURNISHED SEPARATELY BY LENNOX AND INSTALLED BY CONTRACTOR. RECTANGULAR TEE RECTANGULAR DUCT 1 5/8"x1 5/8" UNISTRUT RECTANGULAR DUCT 10. MAKE FINAL COMPRESSOR WIRING TERMINATIONS ON ROTATION-SENSITIVE COMPRESSORS. FULLY MODULATING ECONOMIZER. PERPENDICULAR TO STRUCTURE PARALLEL TO STRUCTURE 11. ROUND (OR OVAL) ELBOW tCtOPf10FFs 12. FACTORY INSTALLED CONVENIENCE RECEPTACLE. NG1NEp di 4 p2 LOADS MUST BE 13. HIGH PERFORMANCE FULLY MODULATING ECONOMIZER. , y 44 HUNG WITHIN 3" tit:1E X BEAM CLAMP VOLUME BALANCE DAMPER 84639PE r OF PANEL POINTS OPTIONAL ROUTING 07 27 12 3" REF STRUCTURAL IN CONCEALED DUCT HANGER STRAP MAX AREAS REF SPECIFICATIONS AIR DEVICE SCHEDULE SUPPLY AIR DIFFUSER WITH Z0. OREGON q, ROOF ROOF ROUND SUPPLY DUCT S� MgER p9 �Q A MARK SERVICE MANUFACTURER STYLE FRAME TYPE FACE SIZE NOTES qN O E15� I MODEL RETURN OR EXHAUST AIR DIFFUSER \ 1 CD SUPPLY AIR TUTTLE & BAILEY E.H. PRICE CARNES ROUND NECK LAY—IN 24 X 24 A, C, D WITH ROUND DUCT L \ y g" 1 6"y 51200 SCD SFTB CEILING DIFFUSER kruirs:T2i3��2on i I CD1 SUPPLY AIR TUTTLE & BAILEY E.H. PRICE CARNES SQ / RETANGULAR SURFACE REF A, C, D, F, G CD DIFFUSER OR GRILLE TYPE Dec 22 2016 M SMD SKFA CEILING DIFFUSER MOUNT DRAWINGS 12" BRANCH DUCT AND/OR NECK SIZE • BOTTOM OF _T - 450 CFM STRUCTURE th 'I� �2"x2"x1/4" ANGLE OR RAG RETURN AIR TUTTLE & BAILEY E.H. PRICE CARNES 1/2"x1/2"x1/2" LAY—IN 24 X 24 B, C, D, E - - ""� ORTU1 THERMOSTAT DUCT HANGER STRAP 1 5/8'x1 5/8 UNISTRUT CRE500 80TB RAPAH EGGCRATE rzi REF SPECIFICATIONS n'm-g0 a CEILING GRILLE HENDERSON 2 DUCT SUPPORT BAND EAG1 EXHAUST AIR TUTTLE & BAILEY E.H. PRICE CARNES 1/2"x1/2'x1/2" SURFACE 12 X 12 B, C, D, F, G ENGINEERS ROUND SUPPLY \ 0�` /�j S6 SAME SIZE AS STRAP CRE500 80F RAPAF EGGCRATE MOUNT AIR DUCT i I "� �O CEILING GRILLE 8345 LENEXA DRIVE,SUITE 300 LOAD RATED �6 VOLUME/BALANCE DAMPER SCHEDULEEENEXA0KFAFAX X94 FASTENERS TEL 913142 500 0/ 913 742 5001 SUPPLY REGISTER, REF FLOOR PLAN / TYPE MANUFACTURER MODEL NOTES v 1 92095935 �m FOR SIZE AND LOCATION, MOUNT ROUND AES WMVCD REGISTERS ® 30 DEGREE ANGLE IN STOCKROOM RECTANGULAR AES --AMD4 AREA AND 15 DEGREE ANGLE IN SALES AREA, ROUND SUPPLY EXCEPT THOSE SHOWN ON BOTTOM AIR DUCT 1. THIS SCHEDULE IS COMPREHENSIVE. ALL MARKS MAY OR MAY NOT BE USED ON THE PLANS. OF DUCT ON THE PLAN 2. DIFFUSERS TO BE INSTALLED IN REFERENCE TO BOTTOM OF GRILLE UNLESS NOTED OTHERWISE. PERPENDICULAR TO JOIST PARALLEL TO JOIST DUCT SUPPORT AND GRILLE NOTES: 6 A. ALL STEEL CONSTRUCTION. B. ALL ALUMINUM CONSTRUCTION. NTS 04.24.09 MMO1 C. BRANCH DUCT SIZE SHALL BE SAME AS NOTED DIFFUSER NECK SIZE UNLESS NOTED OTHERWISE. D. STANDARD WHITE FINISH. E. PROVIDE WITH NECK FOR DUCT CONNECTION. (n L L = W/4, 4" MIN F. PROVIDE WITH MANUFACTURER'S OPPOSED BLADE DAMPER IN NECK. I- 0 REF PLANS FOR 03/16 G. PROVIDE WITH CEILING ROUGH-IN TRANSITION BOX TO BE FRAMED IN CEILING JOIST SPACE. z �O� ' �� RUNOUT SIZES SCREW HOLES FOUR PER ROW 10.31.14 Q PQ i %V- ` BRACKET HVAC UNIT EQ SPACED TYP _ ,..to W V- 0 !Pr: /ow M _#12 TEK SCREWS O Ld_ I (TYP EIGHT FAN SCHEDULE z '/ // PER BRACKET) MARK AREA MANUFACTURER CFM ESP MOUNTING V/PH/HZ DRIVE CONTROL Z 0 CURB 10 GA SERVED MODEL FAN TYPE HP (W) METHOD 0 GALV TYP J CHOOSE TOP OR EF1 VERIZON WIRELESS CARNES GREENHECK ACME PENNBARRY 150 0.15" ROOFTOP 120/1/60 DIRECT WALL SWITCH SPIN-IN FITTINGS W/ SCOOPS BOTTOM ROW RESTROOMS VEDKO6F3 G-065-D PRN080-1 DX08R CENTRIFUGAL 1/10 ARE NOT ACCEPTABLE , ROOF 18 GA m 45' LEAD IN GALV STRAP GENERAL INFORMATION: Q 0 BRACKET ATTACHMENT LENNOX RTU BRACKET TYP 1. FANS MUST BE UL OR ETL LISTED. W BRANCHDUCT FITTING 2. ALL FANS EXCEPT FOR OVERHEAD CIRCULATING FANS MUST BE AMCA CERTIFIED. 0 BRACKET A. FURNISH WITH FACTORY MOUNTED DISCONNECT. � 0 N NTS 08.13.01 PAM25TYP B. FURNISH WITH GRAVITY BACKDRAFT DAMPER AND BIRDSCREEN. O n/ F n C. ROOF CURB PROVIDED BY GENERAL CONTRACTOR. REFER TO SPECIFICATIONS. I- __ D a' 3 & 10 TON D. FURNISH WITH FACTORY PRE-WIRED FAN SPEED CONTROLLER. O m O c5 TON , E. FASTEN THE BASE OF EQUIPMENT TO ROOF CURB WITH (8) #10 SET SCREWS AND NEOPRENE / SS BONDED WASHERS (2 PER SIDE). O 1 H w •� LIFTING POINT SHOULD BEEY DIRECTLY ABOVE CENTER ix ICI 04.26.12 v Q a o O OF GRAVITY ° ' ^ ' a Q o Q " I a � JiI H—STYLE PICK II IL41rel � LENNOX RTU BRACKET LAYOUT tsoNs ROUTE PIPING TO / ALLOW ALLOW FULL OPENING BRACKETS ARE FURNISHED WITH ROOF CURBS. BRACKET CONSTRUCTION, QUANTITIES, AND SPACING SHOWN ON THIS DETAIL IS OF ALL EQUIPMENT - ( FOR GENERAL COORDINATION ONLY. INSTALL BRACKETS ACCORDING TO CURB MANUFACTURER'S INSTALLATION INSTRUCTIONS. ACCESS PANELS. COORDINATE FINAL BRACKET LOCATIONS WITH EQUIPMENT. DO NOT OBSTRUCT OPENINGS OR UTILITY CONNECTIONS. UNION CENTER OF TEE W/CAPPED 1/8" 111 le GRAVITY HVAC SEISMIC/WIND RESTRAINT BRACKET PRESSURE GAUGE 4 NTS 06.27.08 MM28 CONNECTION Fr7 DATE ROOFTOP I 12.23.16 GALVANIZED PIPE STAINLESS STEEL UNIT KnA NO, STRAP. FIT TIGHT ADJUSTABLE HOSE CLAMP TO PIPE. (BOTH SIDES) 4" 4" GAS LINE PAINTED REF ARCH GALVANIZED PIPE STRAP ONE cmO RE SIZE LARGER THAN PIPE i BALL GAS REF ROOFTOP PIPE RUBBER WALKPAD �� f�GAS LINE PAINTED VALVE BLOCKING DETAIL SHEET TILE .4, u ADHERED TO ROOF �u� REF ARCH rREF ARCH v 3" FULL SIZE I VERIZON RUBBER WALKPAD SEDIMENT monFOR INFORMATION ONLY, REFER TO MANUFACTURER'S INSTRUCTIONS. ROOF MEMBRANE ADHERED TO ROOF TRAP --�__ �`' WIRELESS IIIIIIIIIIIIIIIIIIIIIii1 ROOF INSULATION IIIIIIIIIIIIIIIIIII��`�� REF ARCH l_ I �-;l ROOF NOTES: ROOF MEMBRANE MECHANICAL 1. DETACH 2. RIG UNIT WFOR LIFTING BYOODEN BASE RCONNECTING ON ERGGING TOFORE N THE UNIT BASE LAG. 1 G SCREWS2" ZINCCTOjpTED ROOF INSULATION c'lz SCHEDULES USING BOTH HOLES IN EACH CORNER. ATTACH FOUR CABLES TO 1 1/2" ZINC COATED r 1- HOLES IN UNIT BASE RAIL, SEE FIGURE. CRANE AND RIGGING MUST BE TREATED WOOD BLOCKING: LAG SCREWS TYP AND DETAILS CAPABLE OF HANDLING WEIGHT LISTED IN MANUFACTURER'S PUBLISHED mak 6X6X12 FOR GAS PIPING A 8 -0" OC MAX TREATED WOOD BLOCKING: 60" MIN INFORMATION. . 3. ALL PANELS MUST BE IN PLACE FOR RIGGING. 6X6X12 FOR GAS PIPING DO NOT ADHERE TO PAD BC „T 4. PLACE FIELD-PROVIDED H-STYLE PICK IN PLACE JUST ABOVE TOP 8'-0" OC MAX DO NOT EDGE OF UNIT. FRAME MUST BE OF ADEQUATE STRENGTH AND ADHERE TO PAD °COPYRIGHT 2015 -OCR&INC AL RIGHTS RESERVED LENGTH. (H-STYLE PICK PREVENTS DAMAGE TO UNIT.) 11111111111111111111111110011111 11111111111111111111111111°°°°�� AT ROOFTOP EQUIPMENT SHEET 5. LIFTING POINT SHOULD BE DIRECTLY ABOVE CENTER OF GRAVITY. PIPE DIAMETER LESS THAN 2" PIPE DIAMETER 2" OR GREATER w LENNOX RTU RIGGER ROOF TOP PIPE BLOCKING GAS CONNECTION /SUPPORT MP23 . 2 Will C4 © NTS 01.28.05 © NTS 01.28.05 MT07 NTS 01.28.05 MT01-1 w 0 z a Li GO � 0 O 04 PLUMBING SYMBOLS " 1el PLUMBING FIXTURE SCHEDULE Lal 3 MARK FIXTURE BRANCH SIZES (MIN.) MANUFACTURER CATALOG TRIM AND ACCESSORIES NOTES —SS— SANITARY SEWER CD— CONDENSATE DRAIN © WATER/FLOW METER m o CW HW WASTE VENT NUMBER 4 E WC8 WATER CLOSET 1/2" --- 4" 2" TOTO CST744EL 1.28 GPF FLUSH TANK W/ LOCKING COVER —GW— GREASE WASTE PLUMBING VENT I WHA WATER HAMMER ARRESTOR M g HANDICAPPED AMERICAN 215AA.104 ELONGATED SEAT: BEMIS 1055SSC, MAINLINE ML 1055SSC (TANK) STANDARD SUPPLY LINE: STAINLESS STEEL BRAIDED HOSE, DOMESTIC COLD WATER —IIF— UNION rilT & P RELIEF VALVE Po N (FLOOR MOUNT) 1/4 TURN BALL VALVE STOP. NUT - - - DOMESTIC HOT WATER 0 GAS PRESSURE REGULATORTMV THERMOSTATIC MIXING VALVE U-Cell) 2 CAST IRON FLOOR FLANGE: ZURN CF-2984-C14, TYLER 2-252TS, WITH "NO SEEP" WAX RING AND BRASS ANCHOR BOLTS. M L2 LAVATORY 1/2" 1/2" 1 1/2" 1 1/2" SLOAN SS-3003 FAUCET: TOTO TEL3LS-10 - 0.5 GPM SENSOR OPERATED SELF- A, B - - --- DOMESTIC HOT WATER RETURN —11-- GAS COCK DO FD1 FLOOR DRAIN TOTO LT307.4 GENERATING POWER SYSTEM, STANDARD SPOUT, 4" COVER = CON CI o PLATE, GRID STRAINER WITH TAILPIECE, P-TRAP WITH CLEANOUT, T TEMPERED WATER C ELBOW - TURNED DOWN 0 ROOF DRAIN ,- N STOP VALVES, SS BRAIDED WATER SUPPLIES AND G NATURAL GAS ESCUTCHEONS. PROVIDE THERMOSTATIC MIXING VALVE FOR L2. a— ELBOW - TURNED UP —O FCO FLOOR CLEANOUT SEAL CARRIER: J — 17100, WADE W-520. ISI BALL VALVE TEE - TURNED DOWN 0 YCO YARD CLEANOUT ' ENCLOSURE: LAVATORY ENCLOSURE: TRUEBRO LAV-SHIELD 2018 L2 ASSE 1070 THERMOSTATIC MIXING VALVE: ZURN ZW387OXLT 101 PLUG VALVE -----IC) TEE - TURNED UP ---�-FPWH FREEZE PROOF WALL HYDRANT /'� EWC1 ELECTRIC WATER 1/2" --- 1 1/2" 1 1/4" OASIS HALSEY TAYLOR STAINLESS STEEL TOP AND CABINET, FRONT AND SIDE PUSH BARS, LEAD A ��0 PH Wes COOLER (SINGLE) PG8AC HAC8FS-Q ADA FREE, WATER SAVER BUBBLER WITH FLEXIBLE BUBBLER GUARD (FOR > �5.,\ N — GweF,9 `rio HALSEY TAYLOR - SMARTFLOW BUBBLER KIT), STOP VALVE, 3/8"X1/2" CI CHECK VALVE O WATER PRESSURE REGULATOR { HB HOSE BIBB ¢� 84639PE 29 SS BRAIDED WATER SUPPLY, P-TRAP WITH CLEANOUT AND ESCUTCHEON. SHUT-OFF VALVE IN VERTICAL LINE CARRIER: JOSAM 17560-WC, WADE 400-AM11. BACKFLOW PREVENTER —IIWCO/CO WALL CLEANOUT/CLEANOUT GENERAL INFORMATION (ALL FIXTURES): 2 F 20 O� OREGON o 1. SUBSTITUTIONS NOT PERMITTED. REF SPECIFICATIONS FOR APPROVED MANUFACTURERS OF THE FOLLOWING TRIM AND ACCESSORIES; sFq I&ER 09 IS' - P-TRAP WITH CLEANOUT PLUG AND SINK CONTINUOUS WASTES: POLISHED CHROME-PLATED TUBULAR BRASS, 17 GAUGE, WITH BRASS NUTS AND SLIP INSERTS. /& 1s - SS BRAIDED WATER SUPPLY: FLEXIBLE BRAIDED STAINLESS STEEL (SS) OUTER SHEATHING WITH REINFORCED PVC INNER TUBING. DRAIN / CLEANOUT SCHEDULE WIRPS:12/310°17 - STOP VALVES: CHROME PLATED BRASS, QUARTER TURN ANGLE STOP VALVES. MARK DESCRIPTION • NOTES: MANUFACTURER MODEL NUMBER Dec 22 2016 A. INSTALL 1/2" X 3 3/4" STAINLESS STEEL SIMPSON WEDGE-ALL WEDGE ANCHORS FOR ALL FIXTURE CARRIERS. FLOOR AND ROOF DRAINS B. INSTALL THERMOSTATIC MIXING VALVE. FD1 LIGHT DUTY ADJUSTABLE PVC WITH THREADED ADAPTER AND 5" DIAMETER NICKEL BRONZE RING AND 04.24.15 FASTENED GRATE. SPECIALTY PLUMBING FIXTURE SCHEDULE SIOUX CHIEF 842 JOSAM VEF 400J OATEY 72000 r�NG NEERS1 MARK FIXTURE FIXTURE DESCRIPTION 04.24.15 8345 IENEXA DRIVE,SUITE 300 MANUFACTURER/CATALOG NUMBER IENEXA,KS66214 WHA WATER HAMMER ARRESTOR LEAD FREE CONFORM TO PDI WH-201, ANSI A112.26.1M, ASSE 1010. TEL9137425000 FAX 913 742 5001 www.hei-eng.com JOSAM SERIES 75000 PRECISION PLUMBING PRODUCTS STAINLESS STEEL #316 SERIES WATTS SS SERIES WILKINS MODEL 1250XL SERIES 1592095935 JAY R. SMITH HYDROTROLS SIOUX CHIEF HYDRA-RESTER MIFAB MWH --- VALVES LEAD FREE FULL PORT BRASS BALL VALVE WITH PLASTIC JACKETED LEVER TYPE HANDLE. RED-WHITE 5044AB OR 5049AB APOLLO SERIES 7OLF CRANE LF9210 SERIES WATTS LF-FBV-3C OR LF-FBVSNEBIO FP-600-A-LF --- TRAP PRIMER LEAD FREE PROVIDE ALL BRONZE PRIMER VALVE WITH REMOVABLE OPERATING PARTS, INTEGRAL TAP-OFF FROM A LINE CW LINE (SINGLE TRAP) VACUUM BREAKER, AND GASKETED ACCESS COVER. SERVING A FREQUENTLY USED FIXTURE- 1 TRAP PRIMER PRECISION PLUMBING PRODUCTS PRIME-RITE OR OREGON #1 SIOUX CHIEF 695 I W/ VACUUM BRKR. --- TRAP PRIMER LEAD FREE PROVIDE ALL BRONZE PRIMER VALVE WITH REMOVABLE OPERATING PARTS, INTEGRAL I' ZURN Z-1024-2 (MULTIPLE TRAPS) VACUUM BREAKER, GASKETED ACCESS COVER, AND MULTIPLE TRAP CAPABILITY i FIXED AIR GAP PRECISION PLUMBING PRODUCTS PRIME-RITE OR OREGON #1 MIFAB M-500NPB JOSAM 88300 SIOUX CHIEF SERIES 695 --- TRAP PRIMER IN-LINE FLOOR DRAIN TRAP SEAL. 6" MIN I DISTRIBUTOR U� (WATERLESS) FLOOR g1 IF REQUIRED I— Z SURE SEAL SS4009 JAY R. SMITH 2692 d , ` � ` C 04.26.13 ° a ,, Q a a i c a n a a WATWHEATING SYSTEM ARIER HEATERS / STORAGE TANKSCHEDULE a -- �e�_� 1/2" CW TYP S W MARK AREA MANUFACTURER MODEL MODEL # TANK HEAT V/PH/HZ NOTES O _ SERVED SIZE (GAL) INPUT Z LL WH1 VERIZON WIRELESS A.O. SMITH PREFERRED DEL-20 20 2 KW 208/3/60 A, B, C 0 0 RHEEM COMMERCIAL ELDS20 p z LL EXPANSION TANKS - \ ( MARK MANUFACTURER/MODEL MANUFACTURER/MODEL DESCRIPTION 0., MIN. 2" WATER m a/ ETA AMTROL/ST-12 WATTS/PLT-12 FIXED BLADDER TYPE EXPANSION TANK. 4.4 GALLON MINIMUM \ SEAL, MAX. 4" FLEXCON/WH-18 WILKINS/XT-18 TOTAL CAPACITY, FACTORY STANDARD PRECHARGE CAPACITY. Q 0 GENERAL INFORMATION (ALL UNITS): W 1. PROVIDE INCO-LOY HEATING ELEMENTS FOR ELECTRIC WATER HEATERS. 2. PROVIDE ASME TEMPERATURE AND PRESSURE RELIEF VALVE FOR ALL WATER HEATERS AND STORAGE TANKS. DETAILS AND DIMENSIONS SHOWN ON THIS DETAIL ARE GENERIC. INSTALL (21 y) N 3. PROVIDE VACUUM RELIEF VALVES FOR ALL BOTTOM-FED WATER HEATERS AND STORAGE TANKS. TRAP PRIMERS ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS. 0 N I A. PROVIDE EXPANSION TANK ETA. TRAP PRIMER DETAIL D 0 o B. 140 'F OUTLET TEMPERATURE. 0 0 J 62 w C. PROVIDE NON-SIMULTANEOUS, DUAL-ELEMENT OPERATION. SCHEDULED KW IS FOR INDIVIDUAL ELEMENT. NTS 09.30.11 MP62 It Q ¢ ea 12 Q o 0 07.27.12 z o Q SQUARE WASHER THRU BOLT TYP d < J o H & HEX NUT INSTALL WITH MINIMUM 6" ALL THREAD ROD TYP CLEARANCE TO BUILDING REVISIONS FENDER WASHER & HEX NUT d[" TORSPECRE AEONVIDE AUTOMATIC S VACUUM UM RELIEF VALVE REFER TO SPECIFICATIONS FOR 6 INCH PIPE AND — INSTALL ASME TEMPERATURE ABOVE TOP OF HEATER PIPING LARGER, USE THRU BOLT l AND PRESSURE RELIEF VALVE ^ CHECK VALVE 7ji/�/// BRACKET CONNECTION, WHERE \ . FURNISHED WITH WATER r /, /!! SHUT-OFF VALVE Vii, POSSIBLE. USE TRAPEZE HEATER___47 ' INSULATION \1 //I//1 PIPING CONFLICTS 1E HIRU BOLT SECTION AA ST WEB THERMOMETER -COLD WATER SUPPLY TOP BEAM HOT WATER TO FIXTURES INSULATION PROVIDE A HARD COPPER i F 4 �� PIPING SHIELD C-CLAMP TYP RELIEF VALVE DISCHARGE - \ KET 3" 3" 24" 6" PIPE FULL SIZE OF OUTLET - `�3/4" BRANCH TO �� O�� / / ;I,EXPANSION TANK COLUMN OR TYP MAX MAX MIN MAX �� A DECK TYP ELECTRIC WATER HEATER PER 1I� SPECIFICATIONS AND/OR f PARTITION 12.23.16 II n n Q �� ra a a —, PROVIDE 12"WIDE x 12"DEEP r� AS SHOWN 1 g�i�4 SCHEDULE HEAT TRAP AT INLET AND No. 3/8" ALL ir ' DRAIN VALVE WITH HOSE it OUTLET (TYPICAL) ON FLOOR d BIBB BY WATER HEATER � PLAN CADD FILE THREAD ROD mal• INSULATION I ` o �� IF MANUFACTURER^��I PIPING • ®\® ®\ \�I�� PROVDE 6" DEEP CLEANOUT COVER CLEANOUTJOIST PANEL HEIGHT ABOVE ROOFy/f/ WHERE CLEANOUT sNEE11mE INSULATION ` ISI RUST-PROOF PROVIDE DIELECTRIC PIPE FACE SHALL ` ` SHIELD POINTS TYP ROOF FLASHING SHALL EXCEED LOCAL WATER-TIGHT PAN UNDER UNION AT TANK CONNECTIONS TEE IS CONCEALED BE WITHIN VERIZON HEATER, WITH DRAIN PIPE FOR CONNECTION OF 4" OF WALL 2.5"x2.5"x.25" ANGLE OR MAXIMUM SNOW DEPTH DISSIMILAR METALS (TYPICAL) IN A CHASE OR t..... . 1 5/8"x1 5/8" UNISTRUT HANGER TOP CHORD OF JOIST (CONTRACTOR SHALL PROVIDE PLATFORM. PARTITION SURFACE. MAINTAIN VISIBLE VERIFY), 12" MINIMUM. ATTACH TO BACKBOARD' ROUTE RELIEF VALVE PROVIDE WIRELESS ROOF DISCHARGE PIPE AND �� CLEARANCE BETWEEN PIPE AND/OR SUSPEND FROM IF CEILING EXISTS, DRAIN PAN EXTENSION AND JOIST MEMBERS TYPEmomommi STRUCTURE ABOVE, MINIMUM INSTALL ABOVE IT IF SEPARATELY PIPEO 4IF + IF REQUIRED PLUMBING NOTE: ,---, ,---, 6" CLEAR OF CEILING, IF ANYAr_ SPACE ERE IS ANDADEQUATE DISCHARGE INTO SHOWN ON PLAN, AIR a ° a / SCHEDULES 1. UTILIZE FOR ALL PIPING EXCEPT SPRINKLER, ROOF DRAIN, AND REFRIGERATION PIPING. ACCESS GAP PER LOCAL CODE AND DETAILS 2. SPACE HANGERS AND SUPPORTS IN ACCORDANCE WITH SPECIFICATIONS. REFER TO SPECIFICATIONS, SCHEDULES AND NOTES FOR MORE INFORMATION. PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. VERIFY CONNECTION SIZES AND3. R e 4. DOOATE HANGERS NOT SUPPORT PIPININ 3 G FROMHES BOTTOF OMJOIST CHORDAOFLBARINTS JOISTS.U.N.O. LOCATIONS PER MANUFACTURER'S REQUIREMENTS. REFER TO FLOOR PLANS FOR PIPE SIZES. g��gR COMBINATION 1J�l�L i fr 5. INDIVIDUAL PIPES 3 INCH AND SMALLER NOT REQUIRED TO BE WITHIN 3 INCHES OF PANEL POINT. PROVIDE SEISMIC STRAP OR BRACING IF/AS REQUIRED BY LOCAL AUTHORITIES AND/OR SEPARATE DETAIL. PLATFORMS SHALL BE PLYWOOD ON UNISTRUT FRAME BRACKETED AND ANCHORED TO WALL, WYE AND EIGHTH YCOPYRIGHT 2915 .00XG INC.ALL RIGHTS RESERVED 6. FOR PIPE RUNNING PARALLEL TO JOISTS, ATTACH TRAPEZE BEAM CLAMPS TO JOISTS ON EACH LONG SWEEP AT END OF LINE SIDE OF PIPE TYP. AND/OR SUSPENDED FROM STRUCTURE ABOVE WITH THREADED ROD. POWER WIRING AND OR COMBINATION WYE AND BEND IN RUN S1EE1 DISCONNECT SWITCH ARE SPECIFIED BY ELECTRICAL. 7 COPPER TRAPEZE PIi ESGFULLAOFF WATERH(37.62 ROLBS/FT) ORDS ZEQUIVOALENTY (MAX) LOAD EXCEEDS MAXIMUM,R ra__ U-BOLT PIPE RUN OFBLINE IN �� ND ALL END DIRECTION CONTACT THE EOR FOR PROPER SIZING. CLAMP TYP ELECTRIC WATER S � OF FLOW ce PIPE SUPPORT 0VENT THRU ROOF ( VTR ) HEATER OVERHEAD WALL bLEANbUT (4 4 NTS 04.27.12 MP65 NTS 11.18.08 MP55 © NTS GI NTS 04.27.12 MP64 d z a w y 44.111.� O No I SIP k so K .e 3 m br F My1i N t0 = SEISMIC JOIST SEISMIC CABLE i Ca ATTACHMENT BRACE TYP LL Ls _ HARDWARE TYP 11- ll� C u �7�III�C� ."JI V`` RODTYPr, I N c�`i n - i!r •� SEISMIC JOIST .� a I ATTACHMENT in �_ ^� HARDWARE N or /40/71 IL '] s..11... ,s..11... , H N .0 An SEN. I:4 ,, .„- LOCATION A -* - AIRCRAFT CABLE vJ / EQUIPMENT BY SEISMIC �\ RESTRAINT ALLTHREAD ROD MANUFACTURER SEISMIC `• SEISMIC JOIST SOLID ATTACHMENT HARDWARE TYP SEISMIC CABLE BRACE WITH 4"x4" WOOD BLOCK TO PROVIDE BRACE \� HOOK ONLY SHOWN IN TWO RIGID CONNECTION BETWEEN WATER N I ALLTHREAD DIRECTIONS FOR CLARITY. HEATER AND WALL (TYP) I J ; ROD TYP 9' ADDITIONAL BRACING IS UPPER STRAP SHALL BE N REQUIRED AS SHOWN IN LOCATED TO WITHIN J1L- PLAN VIEW BELOW. DIMENSION UPPER1/3 OFF VERTICAL I , SEISMIC CABLE BRACE WITH / M. J L N, Or AIRCRAFT CABLE HOOK ONLY SHOWN IN ONE / s' HEATER. DIRECTION FOR/ CLARITY. V 5/8" SEISMIC ANCHOR BOLT N BY SEISMIC STEEL BRACE ADDITIONAL BRACING IS / TO ATTACHED 4'x4" WOOD RESTRAINT 45'±15' s. MANUFACTURER REQUIRED AS SHOWN IN / h2 BLOCK TO HORIZONTAL / \ PLAN VIEW. / y. Il METAL SND (TYP) 1 •��7 7 ,% lai\ LOWER STRAP SHALL BE 1 O LOCATED TO WITHIN LOWER V .., td - 1/J OF VEFT4" A OVE WATER Not �'� EXHAUST HOOD �� OF WATER HEATER DAND A `:� MINIMUM OF 4" ABOVE tai rd Ell iti.�■� HEATER CONTROLS PIPE CLAMP MAY BE HENDERSO N / �j TO TATED TO STRUUCTUREAABOVE IN ESS ,f MAXIMUM 4 IN. rj ENGINEERS LOCATION A lir SEISMIC CABLE BRACE FOR 8345LENEXADK SUITE 300 LONGITUDINAL SEISMIC SOLID BRACE LENEXA0KF66214X9 EXHAUST HOODS ATTACHED TO WALL ALL-DIRECTIONAL SEISMIC CABLE SEISMIC RESTRANT iE�9132425 a eng.c 1425001 www.hei-eng.com NTS BRACE FOR SUSPENDED EQUIPMENT 9 OF WATER HEATER 8 FOR CLEVIS SUPPORTED PIPE/CONDUIT 1592095935 10 NTSNTS NTS SEISMIC JOIST ATTACHMENT SEISMIC JOIST HARDWARE ATTACHMENT SEISMIC JOIST ■■;�■„ SEISMIC CABLE ,■li■A ATTACHMENT HARDWARE TYP _mi.■_. nir HARDWARE CO fSEISMIC JOIST —1i� =•.i,■_. ATTACHMENT v0 III III '—S `, It iii .'..,�Vr lil I— ...,.,..el HARDWARE TYP _ail_. I'' TIP SEISMIC CABLE TIP `.� `�v �. IN Ii Z rao BRACE TYP L`- ALLTHREAD SEISMIC SOLID �\ xt- ' �� !� SEISMICROD TYP BRACE TYP %- -' SOLID ALLTHREADDTYP Z BRACE ROD TYP ALLTHREAD ROD \ PIPE CLAMP PIPE CLAMP \ALLTHREAD ROD W OR U-BOLT OR U-BOLT PIPE CLAMP r SEISMIC CABLE \ \� OR U-BOLT O rZ BRACE HOOK _IL 45'±15 - - _IL �� Z i STEEL BRACE � STEEL BRACE 45'±15' \,� ` _ �] t�/ T"' � AIRCRAFT CABLE J L Z O _IL _IL Lor,. � � __ BY SEISMIC ��. ////��\\�� '/I/--^\\'1 Q RESTRAINT 45'±15' \ I� /I I� /. J 45'±15' SEISMIC CABLE BRACE WITH HOOK MANUFACTURERor— ,_/A ,_/A • ATTACHMENT ONLY SHOWN IN esin/ AIRCRAFT CABLE I CC m .; v� BY SEISMIC TRANSVERSE DIRECTION FOR CLARITY. + J O �'• I RESTRAINT ADDITIONAL BRACING IS REQUIRED AS V MANUFACTURER SEISMIC STEEL BRACE ONLY SHOWN IN SHOWN IN PLAN VIEW BELOW. TRAPEZE SUPPORT a o I o TRANSVERSE DIRECTION FOR CLARITY. Pikl) V ilkdr« ADDITIONAL BRACING IS REQUIRED AS .. .. TRAPEZE SUPPORT W - cc IA E ID SHOWN IN PLAN VIEW BELOW. 'r r OW Q ~ c� lr iimicaimr.—. _anhi iii a.a.mn\��ow Pip�('nicaiar. O hil 1 PIPE CLAMP MAY BE ROTATED TO GAIN ACCESS ' A