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HomeMy WebLinkAboutPhoenix Visions 92-04136BUILDING PLAN CHECK ST. LUCIE COUNTY -FORT PIERCE FIRE PREVENTION BUREAU FORT PIERCE, FLORIDA TELEPHONE 407-467--2312 FAX 407-467-2325 REVISIONS JURISDICTION: St. Lucie County PLAN NUMBER 1#6173 PROJECT NAME: VISIONS CONDOMINIUM BUILDING DEPT. NO. 92-04136 CONTRACTOR: M. H. Williams PHONE NUMBER ARCHITECT: Phil Steel PHONE NUMBER 464-8322 OWNER: VISIONS N. HUTCHINSON DATE RECEIVED 12-5-91 LOCATION: 4000 N. Ocean Dr. Revision 1-13-93 BUILDING SIZE: 7225 sq. ft. per floor NUMBER OF STORIES 14 OCCUPANCY TYPE: Residential II BUILDING HEIGHT 124' to roof CONSTRUCTION TYPE: SBCCI. _ II NFPA.. I (332) FIRE PROTECTION: Automatic Sprinkler Yes x No Occupancy Hazard N.F.P.A. #13 Light Requirements: 1. Automatic Sprinkler System. a. The architect shall furnish a letter addressed to the County Fire Marshal stating who the architect's engineer of record will be for the design of the sprinkler system. (Department of Professional Regulations, Board of Professional Engineers, Rule 21-H.) b. The sprinkler plans do not show the necessary information for permitting and review. c. Installation of the automatic sprinkler system shall be by a Florida certified con- tractor (Fire Sprinkler Contractor). 1. The certified sprinkler contractor shall present a copy of his certification upon making application to the Fire Marshal. 2. The permit application must be signed by the sprinkler company qualifier or a letter (notarized) stating an employee (list name) may sign for the permit, CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS OUR�IOTICF REQUIRED ON ALL INSPECTIONS Sheet No. / of X BUILDING RLAN CHECK VISIONS CONDOMINIUMS #6173 CONTINUED: d. Tho automatic sprinkler contractor shall be responsible for certifying all underground sp inkler piping. A test certificate shall be provided and presented to the Fire Marshal. The original copy shall be presented at the time of hydrostatic testing. Th test shall be at 200 PSI for 2 hours. e. Th Fire Marshal requires L4 hour notice on all inspections. f. Fi a Department Connection I(FDC). 1. If at all possible, the'FDC shall be installed between 20' and 50' from the fire hydrant and a minimum of 40' off the building. 2. Circumstances might dict ate a different location. 3.The FDC shall not be located on or on the end of the double detector check valve. a. The FDC may be connected to the double detector check valve if the back flow preventer is certified to 200 PSI. (documentation is required.) g. Su ervisory Facilities. c 1. Where an approved automatic sprinkler system is provided either as a requirement or as an alternate to another requirement of this code, the system shall be ade- quately supervised to assure reliable operation. 2. The extinguishing system shall be electrically connected through a central station facility approved by the Fire Marshal. 3. Where a system may be disabled by closing of valves, interruption of power, etc., adequate supervision shall be provided to sound at least a local trouble alarm when the system is deactivated and a trouble signal to the central station facility. 4. Where building fire alarm facilities are provided, actuation of the extinguishing system shall cause the building alarm to sound. h. No anderground work shall be permitted until the Fire Marshal is in receipt of the letter stating who the engineer of record will be. 2. Door As emblies. a. Fir t Floor. The Southern tandard Building code requires that all interior corridors hav a one (1) hour fire re istance rating and all openings protected with a Class E 2 minute rated door and amb assembly. These doors need to be equipped with self- cls ing devices. b. Doo Schedule. Page A-16. CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 244HHOUR NOTICE REQUIRED ON ALL INSPECTIONS REVIEWED BY: `�-- DATE- 1 S IG NAT 3E ST. LUCIE O.FndAvenue IERCE F.P.B. 2400 Rhode Isl Ft. Pierce, F orida 34950 Sheet No. of _ _ BUILDING PLAN CHECK CONTINUED: VISIONS CONDOMINIUMS #6173 Door and jamb assemblies. D - Janitor closet. Okay as shown. G - Assembly Room requires a Class E 20 minute rating. P - Storage and Exercise Room. Class E 20 minute rating. B - Service Hallway. Class B one (1) hour. Q - Stairway Doors. Class B 1 1/2 hour rating. Note: Class B doors have both one (1) hour and 1 1/2 hour ratings. B - Okay as shown. I - Class E 20 minute rating. J - All of the above doors require self -closing devices. c. Floors 2-1. All interior stairway doors shall be a "B" label,l 1/2 hour doors. 3.1 Stairwav - Smoke Proof Enclosures. This was discussed after my original review but has not be revised on these drawings. SBCCI Chapter 506.11(5) Smoke proof enclosures may be omitted provided all required stair- ways are equipped with a dampered relief opening or exhaust fan at the top and supplied mechanically with sufficient air to discharge a minimum of 2500 CFM through the relief opening. The above is an alternate permitted with automatic sprinkler protection. 4.1 Stairway Identifiction. a. Stairs serving four or more stories shall be provided with a sign within the enclosure at each floor landing. The sign shall indicate the floor level, terminus of the top and bottom of the stair enclosures, and the identification of the stair. The sign shall also state the floor level of and the direction to exit discharge. The sign shall be inside the enclosure located approximately 5' above the floor landing in a position that is readily visible. NFPA #1. b. Roof access or no roof access shall be designated by the words "ROOF ACCESS" or "NO ROOF ACCESS" and be placed under the stairway identification letter. Lettering shall be a minimum of 1" high, bold, black lettering. CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS REVIEWED B1�.--�`- ST. LUCIE CB . -FT. PIERCE F.P.B. 2400 Rhode Island Avenue Ft. Pierce, Florida 34950 DATE_/- / 393� Sheet No. 3 ®f BUILDING PLAN CHECK VISIONS CONDOMINIUM #6173 CONTINUED: c. The floor level number shall be placed in the middle of the sign in minimum 5" high, bold, black lettering. d. The lower and upper terminus of the stairway shall be placed at the bottom of the sign in minimum 1" high block lettering. e. Example of a stairway marking sign: NORTH STAIR FLOOR SUS-11W1SEMENT TO 24TH FLOOR NO ROOF ACCESS DOWN TO FIRST FLOOR FOR EXIT 016CHAROIE 5. Automatic Fan Shutdown. .First Floor A/C Units. A/C units with a fan capacity of 2000 CFM shall have automatic fan shutdown controlled by listed duct type smoke detectors. Detectors shall annunciate visually and audibly at the fire alarm panel. Duct smoke detectors shall be supervised by the central station facilities. CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIt NS 24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS REVIEWED BY: ST. LUCIE CO PIERCE F.P.B. sicNAru DATE_._l—Lt 2400 Rhode Island Avenue et No. I Of Ft. Pierce, Florida 34950 Shec, 7,BDING PLAN CHECK TINUED: VISIONS CONDOMINIUM #6173 6 Penetrations Through Rated Assemblies. Penetrations by PVC and metallic plumbing pipe through rated floor —ceiling and wall assemblies shall be protected by a U1 System Design Number for through penetrations. Submi a UL Design System Number to the Fire Marshal's Office as soon as possible. 7 Fire Alarm System. A separate permit is required for the installation of the fire alarm system. Installation shall be by a certified contractor. The contractor shall furnish a copy of his certification upon making application. CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS REVIEWED BY: DATE SI TURE ST. LUCIE CO PIERCE F.P.B. �/ 2400 Rhode Island Avenue Sheet No. `of _SL Ft. Pierce, Florida 34950 Fn IMarlufacturers j' FIre lace yl Incorporated FROM: DATE: N1EN10RAND UNI All FMI Distributors Bill Harris November 5, 1992 2701 South Harbor Blvd. . Santa Ana, California 92704 (714) 549-7782 Fax No. (714) 549.4723 RE: New U.nverted Fireplace Our new GL5000/6000Ifireplace has recently passed AGA testing as an accessory when usec 11with either Desa or Haughs vent free gas log sets. Both manufacturers utilize oxygen depletion systems (O.D.S.) technology that has been used for decades in the heating industry. These fireplaces come standard with a hood, that MUST be installed in every application. As we do not sell the log sets, you will need to call either Haughs or Desa for information; Desa Internati�na.l Haughs Products 2701 Industrial Drive 10 Atlas Court Bowling Green,'KY 42102-9004 Brampton, Ontario (800)432-2382 Canada L6T5C1 Sue Walker (800)387-2303 Fred Daniels If you have any que tions, please feel free to call Diane, Louise or myself at (800)8 8-2050. H H hF F-'1-11 f9H`i It 1 `- -fie convemence acid efficiency of vent -free gals space heafing gives added value to gas leg Iwauty4 The Comfort sett ino's and cost. Cast Poi Type Model CONr BTU Hour To &xa'cg Gaa Number Sorting nwpuu lipemte' 16 Natwal OFLH26N Lo" 19.000 $,to H2Oh 26.50 $.is to, P,apentl CFLH22P LOW 14,000 $.it High'. 22,00a $.1a. 24' Netual CFLH39N Low 12.000 W Medium 24.500 $.la High 09.wo $.93 24' Propane CFLHW tow 10.000 Soto McOmm 20g00 $n6 Hgfl 31,000 $.25 1. Based upon the tepresentative average cost of natural and prcpae9 gas as adopted by the Federal Trade commission in 1992. Generous Iaaianl heat output from both glowing logs and coals delivers the wa,mth. Fireplace Hood Accessory. The Replace hc'od accessaryFs required under the mantel is 28" or less from the Aiepface open/ng for the 24"le +I Or the 16" 109s; 2) When the IT above fhe frunt,3dge of the th less than 12 "high. Refer to o specilios. Brass-GA6062, igh Product Specifi Log Site wdlh Ne a'I ceath P 9, A • io „ r fw NRERNATIONAL 2Mn IMdanel pine 2awhrq Green. KT dttll tmxaeo-sedo xm,� New High Efficiency Vent -Free Dusign The Comfort Flame Gas Log Heater offers you to operate the logs vent -free, with Four you what ordinary gas logs and wood chimney damper Closed. With no outside cannot., the cleanliness, comfort and savings venting required, there is no heat loss up the of vent -free gas space heating combined with chimney. Ordinary gas logs operate at the beauty and convenience of gas logs, approximately lialf the efficiency and double Comfort Flame's unique patented, dual the cost, requiring the damper open, causing burner design, and precision positioning of beneficial heat to escape up the chimney. logs, provides 99% fuel efficiency, allowing Heats For Pennies An Hour The clean burning and high efficiency hour to operate at the high setting, half the design allows you to operate the gas log set economically at multiple comfort settings. cost to operate ordinary vented gas logs. The propane gas model generates 31,000 For example, up to 39,000 BTUs per hour BTUs per hour, costing approximatel $.25 (natural gas) costs approximately $.23 per to operate. See chart at left for details Real Wood Fire Beauty Without The Wood Designed with the texture and aesthetics of flames and glowing coals. Unlike tea! wood, real wood. these lightweight "space-age" ceramic fiber logs are more durable than the Comfort Flame Gas Log Heater is clean burning, environmentally safe and 99% ordinary gas logs and provide generous fuel efficient. radiant heat output from both the realistic Flexible Installation The Comfort Flame Gas Log Heater installs in any masonry. UL listed manufactured use with Comfort Flame models, A fireplace hood accessory may he solid fuel burning fireplace or in an AGA design certified vent free firebox listed For needed. See box at left for specifics, Natural or propane gas logs are available. Easy Operation To start, simply use the convenient push- button piezo ".matchless" ignition. The and flame appearance. The gas log heater requires no electricity unique dual burner, two heat settings in the is" model and three in the 24" model, to operate. Enjoy the security of emeagency "stand-by"heating during power outages. allow easy adjustment of the heat output Strong Product Support The Comfort Flame Gas Log Heater is proudly handling/delivery protection and is also made in America and features a limited one U.P.S. shippable. All Comfort Flame year warranty. The innovative single carton design, utilizing shock resistant inner products are supported by factory sales and service professionals as well as a toll -free packing, surrounds the logs for maximun, "hotline" and technical service schools. rebor Sim.' Iammum Free"Clearance TO Com00e1RNe Malvial6 +watt. Fear wdl d wn`ll Cobhng Fi is L. 42 a Cae fpnneOlron --� rot I SM'NPT t&A- 42' l 5' are"NPT PROUaLYMAOR. IN AMERICA r}L^a*fn�4}ry d IMPORTANT INSTRUCTIONS haW at. a hra: hirMnow by duolalid MMp pWaMs, saw et waMenudbaitis1l- olamolad oche old ewlWalllfir lei mrm11144 mac. wa,eee,ve tlm light amiRl Padua epedlieeMene W1I heave Tnaalrwmv�y we Win alp retehead werrith PNeae,eed the ws+arm, bf My IANbtlPM q�laC1RI,Mra rA NOT NdLINM9116atalirl gang duaMre. moaee nomea, nr rK+egtlwW vaabMa. wn.n �»d na a vem.he. ,w�ga� Wwen Mw,r Nil wNN i! YdeOOMe vaTNkaen row Itayy„wnera p,n.ppllMm u ripamuy porn a ooa8� an edleoeM I66"aaxk ewlMaw'AtlAevre p,fpD, rentlleaen. Win Wel 6,1, Irne5 oewnanp. A+iaWaar adxaan mlNl bl l 14"Mm all ere provmed11 and unhu shah Pmv'sllip �gaT WppnWepen air. recceNMIhid WinIM2 "Mbga"Yama a'ppaovn10 vp• WIM 0(M"aY3I1 a41M agWFnlnM a,d wMMIaM1Ib w,rvnalM Mwn. m mwll WaP�ad+Nkatlpn, aha tl+e a,nMhdun ul opt FA 2602"et e3 QDESA NiTERNATTONAL 1992 Printerl in U.S.A. FIRE PREVENTION PLAN REVIEW A. PERMIT INFORMATI3N CM OF FORT PIER Ig_ CITY IOF PORT ST. LUCIE ST. LUCIE COUNTY ST. LUCIE VILLAGE /� — /��a�.� I. PERMIT NUMBER2Z-Q��3%p NAME OF OCCUPANCY 2. BUILDING LOCATION �DOdp/ 6' /EC zip (STREET) (CITY) ,+ 3. BAY OF SUITE N BER (MULTI —TENANT ONLY) * 4. CONTRACTOR �GUI661410 S C. A)5Iz— Phone No. ( ) 5. ARCHITECT— ENGIj4EER Phone No. ( ) 6. BUILDING OWNER 7. OCCUPANT Phone No. ( ) QvAME) .8. SHELL CONSTRUCTION TENANT IMPROVEMENT_ COMPLETE BUILDING_ B BUILDING INFORMATION I. OCCUPANCY TYPE (SBCCI CHAPTER 404) ASSEMBLY OCCUPANCIES ONLY 2. BUILDING SIZE i sq, ft. NET SEATING AREA sq.ft. (GROSS FLOOR AREA) (NET FLOOR AREA) 3. NUMBER OF STORIES � 7 4. AUTOMATIC SPRINKLER SYSTEM YES No. C. COMMENTS OR ASSUMPTIONS � -f /LiGco 0 SUNCOM 259-23M F 407•4072325 i B11 40N , 4 OFFICEf G� ' FIRE PfW) (407) M 2812 FIRE; PREVENTION PLAN REVIEW `rl. Nareo. C4 349-t :4XI A. 'PERMIT INFORMATION CITY OF FORT PIER CITY OF PORT ST. LUCIE ST. LUCIE COUNTY ST. LUCIE VILLAGE ,t���/z3r9z 1. PERMIT NUMBER QI Q��3�j NAME OF OCCUPANCY Z. BUILDING LOCATIpN �4000 0, � Pekc zip (STREET)' (CITY) 3. BAY OF SUITE ER (MULTiI-TENANT ONLY) 4. CONTRACTOR 9//66/-'W 5 6.u5r Phone No. ( )- 5. ARCHITECT- ENGINEER Phone No. ( )- 6. BUILDING OWNER 7. OCCUPANT Phone No. (NAME) 8. SHELL CONSTRL'CTIiQN TENANT I*iPROVEMENT_ COMPLETE BUILDING BUILDING INFORMATION 1. OCCUPANCY TYPE (SBCCI 2. BUILDING SIZE CHAPTER'404) ASSEMBLY OCCUPANCIES ONLY sq, ft. NET SEATING AREA sq.ft. (GR SS FLOOR AREA) (NET FLOOR AREA) 3. NUMBER OF STORIE 4. AUTOMATIC SPRINKLE SYSTEM YES NO. C. COMMENTS OR ASSUMPTIONS' / e/ A-7 �Q GCflt,Gl �Q 4�f-� aC� SUNCOM 259.2300 i FAI /07.1/7.2325 C. r.m) sc2300FAE PREVENTION I497) 4117 2312 FIRE PREVENTION PLAN REVIEW A. PERMIT NFORMATION CITY OF FORT PIERCE_ CITY OF PORT ST. LUCIE ST. LUCIE COUNTY_ ST. LUC E VILLAGE - — 1. PERMIT NUMBER0Z-0�/J6 NAME OF OCCUPANCY 2. BUILDING LOCATION � 00 �p & ,,q � PIC--Q 6tF zip (STREET) (CITY) 3. BAY OF SUITE NUMBER (MLLTI-TENA�+ OVOS:.Y) /' 4. CONTRACTOR /%%� uijGG!/�td S (QJ �JS C.0 Phone No. 5. ARCHITECT- ENGINEER � Svpev1 Phone No. { )_ 16. BUILDING OWNER me" ..e. PO. tq 3030 PI. PMM1, F% 3 W1 3030 7. OCCUPANT Phone No. ( }- (NAME) 8. SHELL CONSTRUCTION TENANT IMPROVEMENT_ COMPLETE BUILDING V' I BUILDING INFORMATION 1. OCCUPANCY TYPE (SBCCI CHAPTER 404) ASSEMBLY OCCUPANCIES ONLY 21. BUILDING SIZE (GROSS FLOOR AREA) sq, ft. SET SEATING AREA (NET FLOOR AREA) 3. NUMBER OF STORIES /-' /, 4. AUTOMATIC SPRINKLER SYSTEM YES NO. S OR ASSUMPTI SUNCOM 2%2300 Y �c qua Clr�u Ai7 Z17 y� �OL407.7325 WARNING TO OWNER: YOUR -FAILURE TO RECORD' A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ST. LUCIE COUNTY COMMUNITY DEVELOPMENT DEPARTMENT ZONING DIVISION PHONE: 468-1553 PER IT #: 92-04136 TAX ID #: 142313000180001 DATE: 07/23/92 PERMIT FOR CONSTRUCTION THIS IS TO CERTIFY THAT: 14 H WILLIAMS CONSTRUCTION INC COUNTY CERT. #: 10134 STATE CERT/REG: CGCA12324 OWNERS NAME: CORPORATE LIFE INSURANCE HAS PERMISSION TO: CONSTRUCT 26 UNIT RESIDENTIAL 14 STORY BUILDING LOCATION: 4000 A 1 A N PROVIDING THE PERSON ACCEPTING THIS PERMIT SHALL IN EVERY RESPECT CONFORM TO THE TERMS OF THE APPLICATION ON FILE IN THE BUILDING & ZONING DIVISION AND TO THE PROVISIONS OF THE STATUTES AND ORDINANCES REGULATING THE CONSTRUCTION OF BUILDINGS :IN THE COUNTY OF ST. LUCIE. ANY VIOLATIONS OF THE TERMS ABOVE STATED IMMEDIATELY REVOKES THIS PERMIT. ABSOLUTELY NO OCCUPANCY UNTIL CERTIFICATE OF OCCUPANCY AND/OR ZONING COMPLIANCE HAS BEEN ISSUED. THIS PERMIT MUST BE DISPLA:itED ON THE JOB SITE AND NOT REMOVED UNTIL WORK IS COMPLETED. CONSTRUCTION UNDER THIS PERMIT MUST BE COMMENCED WITHIN 180 DAYS OF THIS DATE. TERRY VIRTA COMMUNITY DEVELOPMENT ADMINISTRATOR ----------------------------------- CONSTRUCTION N.O.C. FOUNDATION PLUMBING FLOOR ROUGH IN COLUMN BEAM STRUCTURAL INSULATION FINAL GAS PIPING APPLIANCE FINAL ELECTRICAL TEMPORARY ROUGH IN ROUGH IN ROUGH IN TOP OUT FINAL DRIVEWAY TERMITE HEAT/COOLING DUCT/PIPE FLUE REFRIG FURNACE %a Oki 1 25 O 0 RC Cad cew7erfowfNo HILL YORK BR:OWARD INw St32;3 G. ANL9RE" A48. LAUDUCA", K.A. 'd���► f" 1� t f f V 1 "�, v.rr. my Sw . nATF f • A- :�F e ''i Ykl4.6RA'I2lNp 'tYt &IX 9 F RXFI"tow"'nWi Y14ti�D ONLC !Y Vr'RkT• 1 I - 4 -Itj I - m I - I, �1� , I �, �� -A'I - - -i,� I . " p , `,�,:, �- ,,, -,, p M1�1. �11 11 IX711 I- - k ,- I I � , , � � I , ,� � � I�A 1 4 , �,n , I , - i I I � I I I , I II I I I II ,�: I I I I I . 1 i , : I � I I . 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"„, c-j����' ��:.� '.'a ✓icy 07OAT-EFL a � `Try Rrz .} �t�:f - i , aX i..:r4 . , A..i/ • 0..11 ! .JL1. eAc ra ,.. w S( r/ G m d p r 71W �M 1 �{hIl•a' 'tf: iY,.. 7 :� Ri"~ II[ '_ r �# t� ♦� f 1 t w - ♦ l► Want ! f Ytal 'k "n b h P f CY Y R; • > r o � 4 a o U o a c x z zrb w® a w = ®Q r c t f W a ww>�a wwxa�r� are > w O z > a r c z V w Q ` ZU. x Z u U } x �r tiyr� L7 W w X V w 7 a 3 ®q r ` W Y qw v x r u O a s r 0 0 1L O a ®= 1 II = ifi I 1 i J yf I UJ U i I Q j O r i 3 0 r_-.m.-- Alit CONOITICNINQ HILL YORK BROWARD INC. � c,F jjj333 i HUI _ y OATI CEC. IDETAIL IN If ... ,F 71GIRlQ CRATIAM , d•a» fl'u},r at sHR• i ,f 1I a i, G m , w x , 48f A. Q q GENERAL NOTES GENERAL 1. CONTRACTOR TO EXAMINE ACTUAL SITE CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION, A SAMT HIGH CON A, 4,181 AC OR 192,971± S.F. TO 0 2. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING -------- p E AS, A TEN 1i AREA, 2.69± AC OR 117,176: 0 (UNDERGROUND AND OVERHEAD) PRIOR TO COMMENCEMENT OF K T TAL PROFER CONSTRUCTION, ANY UTILITY CONFLICTS WILL BE REPORTED IN IS ONLY 2.69 AREA, 7,225 S.F. 0 TO ENGINEER, co CONDOMINIUM HEIGHT, 125 FOOT MAXIMUM 3, CONTRACTOR WILL OBTAIN ALL REQUIRED PERMITS f , IN COMMENCEMENT OF ANY CONSTRUCTION, r 4� ANY DISCREPANCIES ON DRAWINGS WILL BE BROUGHT T ATTENTION OF ENGINEER PRIOR TO COMMENCMENT OF T OF GI TION. N OF SE N 23, TOWNSHIP 34 S Y) UNTY, FLORIDA, AS MEASURED AT OF SAID GOVERNMENT LOT 1 AS S ON A 5. NO FIELD CHANGES OR DEVIATIONS FROP W�L 4 23, RECORDED IN PLAT WITHOUT PRIOR APPROVAL OF ENGINEER, COUNTY, FLORIDA, PUBLIC LESS 0 L R 4INIUM 6. ALL SHEETS ARE GRAPHIC REPRESENTATIONS ONLY. ING PROVIDE SCALE THESE DRAWINGS, 64 SP MN ill", 7. BOUNDARY SURVEY PROVID INFORI ED BY, MORGAN. 10 j - i: "I % INC.) JOB NUMBE 811, 24-90.. LAJ SEBACK,S. 8-1- -n, rN, 8, ALL CONSTRUCTI ONFORMANCE WITH OR % t g BUILDING SPACING/SETBACK OR REGULA. Aufx� ATE, COUNTY AND CITY PERTAINING T FOR M U L A Ifft-� W�l THIS PROJECT. 22 A - ARA D - C L PL*2 A �11 u PRIOR TO ANY AND [INSTRUCTION, A V ATION REMOVAL PERMI K-1 "Z1,12IMN D= 10 2' + 2 (12 SHALL BE OBTAINE OF D= 88, EXISTING USE: UNDEVELOPED E'l 2 AIM "'k w N H�, ALL UTIL LUDIING TELEPHONE, ELECTRI AND T,V, CABLE cy) WILL BE UND, 'IF OWNER A *VF-Ev ALL SIDE SLOPES OF ALL RETENTION AREAS AND TRANSMISSION v 7 W,��- SWALES SHALL BE SDDDED AND ALL BOTTOMS OF THESE SYSTEMS SHALL BE SEEDED AND MULCHED, c� ALL CONCRETE WILL HAVE A M�"w C ,,,�PR �-IVIE STRENGT Is OF 3,000 P.S.I. AT 28 Di t V w� -y ABOVE GR HANDICAP rO BE PROVIDED FOR ALL Y) f � 11 "4T 3 IND ENT MAR kLL ET CU F.D.D.T, R W Now EET ADDRES WIN TF. 200 V FL WIWI, 0 ST TE AGENCY AVIN JU ISDICTION q�ag, x" �,k j, . ..... Inr_ k1ullimmkIlum 011-i"I.-I.- Uurfrl.-f W11171 HL-1- MUL-r-l" Milli Mr-uut.-milupt V, KiB y gr & M0 Ljj V 154 FFIC CONTROL DEVICES (U.S. DOT/FHA) AND THE REQUIREMENTS :D E 2, *Aa, r xi Z; ANT AL IVD A CONFORM TO THE STANDARDS FOR , WWI mm�m� fu mmv� IVV/. �uv�!XMWAMMIUMIAUN WILL BE ON A TIMED UNDERGROUND SYSTEM. C R WILL J, Q� SIDERED COMPLETE 'A" 3. ALL IRRIGATION PIPES SHALL BE PVC CLASS 160, EXCEPT UNDER ,,z,&XISTING SPO APPI c PAVEMENT, PIPES THAT CROSS UNDER PAVEMENT WILL BE PVC ;2 R T ELEVATION 0 SCHEDULE 40 AND WILL BE BURIED AT LEAST 18' BENEATH THE t JPROPOSED SPOT ELEVATIOR PAVEMENT SURFACE, ALL OTHER PIPES WILL HAVE A MINIMUM DES OF 12' OF COVER. i,MrfKUrUSED SPOT ELEVATION CRIPT- 4. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR THE FIRST 3' OF Pn AT I LUCIE 1-4� MA- Nt GRADING ONLY. GE RAL PROJECT INFOR M I 5. ALL L �`�`�IBBERY AND TREES) . . .... 'EXISTING APHIC CONVIUP 23 ARE TO MULCH, D T PHIC CO� BE A MIAW, M-* GENERAL DIMENSION PLAN 6. TREE SPECIES SHALL EIGHT IMMEDIATELY 7 v� AFTER PLANTING. CENTER AND REVISION DATE EXISTIN LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL UTILITY AND DRAINAGE SITE PLAN ERIAL UNTIL FINAL ACCEPTANCE, T-L�MINI rim[ I�X n "ECTIV WILL BE REMOVED AND REPLACED WITH PLANT MATERIAL MATCH LINE PLAN N FINAL INSPECTION ANY PLANT MATERIAL THAT APPEAF T IS No D GAT TEE, ELB13W 'A T DEFECTIVE. A WATER METER BOX LANDSCAPE AND PLANTED SCREENING AREAS TO MEET ALL REQUIREMENTS MISCELLANEOUS CROSS SECTIONS t 1 11 - - . 1� I'�, �A SET FOURTH BY ST. LUCIE, COUNTY LANDSCAPE/LANDCLEARING ORDINANCES, 01" Ai N, EXISTING FIRE HYDR lr�k Lum OWN ISCELLANEOUS DETAILS SECTION: 23 $ PROPOSED FIRE HYDR mi S 1 :3 SO VI NUMBER OF PARKING SPACES ��ANGE: 40 EAST STANDARD WATER DETAIL 1� �Ji SCALE: N.T.S. HAN PARKING SPACE DRAWN BY: C.M.N. J,�.� 4- "1--o' DARD SEWER D r;R-p DATE: SEPT. 1990 X & R il-OU13FLAIN r 141 JOB NO.: E90126 g�rfiil: v4 1141, �Slal,� A� UTILIT. NDSCAPE PL S.F. UTILII �n, �V, I A HEAD UTILI IT t-UL A NDALL A. BOD , f l - S�3 4 W, NO. 2 4 .3 A 4414 WAVAMMSAW11 tiZE OF PAVEMENT to LOW POINT DATE: 44A SHEET NOMBtR: OMINIU�l KP. HIGH PDINJ ha 'PTn A A 'As v TIT T �,:T7 77— 7 TIIIF,17 Is 777, I 'S, J� TOWNS W- 34 South RANGE: 40 East SCALE: I" = 30' DRAWN BY: CKN DATE: SEPT. 1990 JOB NO.: E90126 ND LL P.E. NO. DATE: r2), . Jul SHEET NUMBER: '22 1/: \ t P� o P�0,v�R� 1.. \ ���\�� \ - / SE�P�s�EppRp 9 q 38 30 N o \ �" y " m. F � •1 � . - � � -- � GE P N Ir GS `� \ � M E\�. p y \O Z\ \ \ `t \ PO pNM \ y t G R Z Cis — a r.. •� `� Ci SED G O ROP �s._ I r _ COURT 0 \' PROPOSED SWALE GPN JAR E( WC; DSGPP G 1 F`?� l � � S.Z ' Q N I S M E N PG uR of \Na\ ` i ®.296 opo`�E�\N\MS�pN \ \�'y � y • PR P 0 I SED (E ,> „: TO DESIGNED BY THERS o \ . C� S ® E E O P R �G � NPR GG . 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OSOW GUTK I-A'TC-T:?AL ,)DINTS %/41, v:ry -40 (s Ila ;=s:40M E'XPW-Y=- ION JOD.IT Rr=-QQkV-te1D VIA-iffiR OWLY ROU eNc>s -T T-TeRty TO 15E- F-NGII,4E-E%::Z ='%:?AC)R TO FOUR Od2,4w cu-r CENTER L.11-JF- OF s-rRE:r=-r Co.- sue ' 9r -M 98 MOX -r-Y 7 Y�, "A F7 J, TTT IZ -�T It A , % IT, j W. Ji. 1=6 Cbvl 400 Cc* . T2E csr4f=> rMWE:L- C�i--A -r.,4 �t—x E " E K3 rLiter Distrlhtition System ' PVC Pipe shall meet the requirements of AWWA appropriate class shall be as follows: Class 100 DR25 - Residential and ail non-commercl industrial areas. Class 150 DRIB - All Commercial and 1 under all street cross) 2. Ductile iron pipe shall be cement -mortar lined mechanical or push -on joint and shall meet all the of the following ANSUAWWA C 104/A.21.4; ANSI/A 21.11 (for rubber gasket joints); ANSHAWWA C 150/21 MJI&SL&W ANSI/AWWA C 1511A Z'€ - `3., Fittv"!2I mr itti I.-ressure Pipe and D.A-Tbei1 beQ iron, mechaniccement mortar R i accordai A �,i" lASM AttE `wIN4,., uyy ` 4. 1 n9%07Yile1f" ., '1 ANSI/AWWA,.. vertical f, in accordancewith the latest applit State of Florida Department of En Pdrostatic testing 'Pressure and qulrements of t*ANSIJAWWA C,.I, il5lnfeci:.< A 10 POOT PAAALLIL 4CPARATI0M t**NdTAK MA1411 SEWER MAIN OR NONPOTABLE WATER MAIN, 71-EN THE ATE TRENCH OR ON AN UNDISTURBED EARTH BMW Al SEWER MAIN OR NONPOTAB LE WATER MAl HALLBE CUCTILE IRON WITH CONCRETE t OTANCE OF AT LEAST 10 FEET IS OBTAINED. + INCH 'JERTICAL SEPARATION DISTANCE 1 A SEWER MAIN OR N9MPQTA t•E 'MATE :r >M THE SEW ER OR NON'PR BE 20 FEET OF DU„ OF DUCT) DRAIN HOLES MUST BE CLEAR VISQUEEN — L BE LAID `INITIAL BA R rlM SPECIFICA , aF NOTE' PAVEM �4ESTORATIOi9 I& LONGI NAL CUTS IN STREET. STREETS SHALL L LANE WIDTH REST EACH LANE WITH BIN 104WWAY fir. , -Y❑❑Y�yy]]II (�I J�'R Ifl L 4 2- 5/8'1 2 1 3 5 6 2 -3/4ti 3 4 fi B x 3 5 7 t0 $! 4 12 4 T V[6RANIJLAR NIMI . ".'SAND T',k+C1f, PEAT BOWS VALVES BOWS SOWS VALVE: TEES TEES TV245V2 43 90 DEAD • IIII 5 221/9 451 90 , Y2 4p DEAD ENDS ENDS ISO ENDS - 11 8 8 3 3 5 5 'b 11 17 'b I I 17 13 13I 14 10 4 6 T1320 7 13 2I 15 1`1 19 13 4 7 14 S f0 16 2fi 18 COATINGa—, ,., , G T BLOCKING Kf ILL I —1 ` WALL TOP OF x ¢ PLACE EOUIDISTA NT EACH SIDE OF ROADWAY �.,.h / PIPE AS NEEDED M a `KIDLEN^'H SKID SPACING POSITION T 1 FOR EXCAVATIONS p NG ' SEE TABLE BRACE TDEEPER THAN '5;O"± a 12•(FLAT TAMP) — '--- INITIAL BACKFIL _--- — '— SPRING LINE �` _ SLOPE PIPE CASING PIPE p ' SKID > - PLUG CONIC. TO ONE END Q - -_--+ (SIDE TAMP) PLUG W/ STEEL STRAP CARRIER PIPE, DIA. r BITUMASTIC COATING CABLE ORCLAMP. ANO MAT'L PER 0 ¢ HAUNCHING �` ?\ I PLAN OR SPECICA- W W . OVER ENDS. (4 PER SKID ASSEMBLY) CD Qom_, w BEDDING ED SOIL UNDATION F MAY NOT BE REQUIRED) } 611 O.D. OF PIPE 6" MINIMUM SIDE CLEARANC 12' 0.0,OFPIPE 12"I 1 MAXIMUM G n E.y 11 '.I= FOR I 1N8, SHORING, STAY BRACING, TRENCH JACKS OR TRENCH: BOX, DIMENSIONS SHALL RE TAKEN FROM THE INSIDE FACE OF THE SUPPORTS 'III YII IF THE MAXIMUM TRENCH WIDTH MUST BE EXCEEDED OR IF THE PIPE IS iNSTALLEO IN A COMPACTED EMBANKMENT,THEN PIPE EMBEDMENT SHOULD BE COMPACTED TO A POINT AT LEAST? li 1 2'/2• PIPE DIAMETERS FROM THE PIPE ON BOTH SIDES OF THE PIPE OR TO THE TRENCH WALLS, WHICHEVER IS LESS. $EDOtM➢ 44 RS IRY➢ TO BRING TRENCH .BOTTOM UP TO GRADE AND PROVIDE UNIF"' M AMI,ro ACE SUPPORT UNDER THE PIPE. A MINIMUM COMPACTED A�. 4 CT EMBEDMENT MATERIAL IS REQUIRED.d' )� Y y <<STANDARD PIPE TRENCH CROSS (FOR PV-C. PIPE) AwIIc4 :"JR I,STL.4 - I BEARtMG AREA fIFuYct'a>A . 4O OGGND •}• _ t ,� "iiZE EACH AREA AREA FOR ! /y W�� •SIZE <: I , AREA +22 V2•, 45. OR TEE USED AS 90" CROSS USED AS CROSS USED x:. 90• BEND BEND BEND Alm ' I• N . ,. 'eye°"' THRUST BLOCK BEARING AREA REQUIR�MENTS I 6 I •�"74affe "I R 1. .>:..a:«aa SWE � RA T+1I 5 YR''x 1 L �i'?S � - • � i � 1 s� x �'� z � �. 6 P '- �+ j- L �� {t s. M:: e • - TUBING PE R 1N& 3/4" AL Licm . 40 PIPE SIZE,IN, STEEL CASING SIZE, IN. MAX. SKID SPACING, FT, 4" I'v' 4,5 6" 12 6.0 B" 16' I'D 10• Ia' B.5 , 2" 20 9 a 14 24, 9.5 I6 24" 9.5 16 • 30-- 9.5 20 24• 3O" 36" 30` 36" 42' 46• 9.5 95 9.5 9.5 TIONS. 90° OSI TION BRACE SKID TREATMENT W/ WOOD + PRESERVATIVE CARIER PIPE CASING PIPE 90° SECTION A —A NOTES: I.- CASING PIPE SHALL BE ASTM. A139. GRADE A PIPE OF OIAMETER AND THICKNESS EQUAL TO OR GREATER THAN THAT CONFORMING TO THE FLORIDA OCT. UTILITY ACCOMO DATION GUIDE. .. THE MINIMUM SKID LENGTH SMALL BE EQUAL TO THE MAXIMUM SKID SPACING. $KIDS SHALL BE SIZED TO PERMIT CLEARANCE BETWEEN BELL JOINT AND CASING WALL. .+PETROLEUM PRODUCTS SHALL NOT BE USED FOR LUBRICATION OR ANY PORTION OF THIS ASSEMBLY WITH PVC. CARRIER PIPE. 5. - SKIDS SHALL BE TREATED WOOD BUT SHALL NOT BE CREOSOTE TREATED WOOD IF P.V.C. CARRIER PIPE 15 USED 6- WHEN THE CARRIER PIPE IS OVER 12 SIX SKIDS ARE REQUIRED AT 60" PIPE CASING DETAIL KaBORE REDUCED PRESSURE ZONE OR * TEST COCK PREVENTOR AS REO'D ON VALVE DOUBLE CHECK BACKFLOw FOR DOUBLE CHECK'} �. IC N. GRADE TO SERVICE: E VENTION DEVICE RU 2'' SERVICE REDUCED PRESSURE ZONE OR DOUBLE CHECK BACKFLOW PREP ENTER AS REQ`D. GATE VALVE PQi.AI V1i•/�il� F. ------ 1111111t I: �..., SAC1Xf OW„ PREEVENTION DEVICE THRU 8 SERVICE -F TRAFFIC AREA _ COVER MARKED " WATER' OR SSE WER" CONC. COLLAR 1 MOUNT BRONZE DISC. W/VALVE NOMENCLATURE (SEE SPEC'S,) FIN. GRADE MATCH EXIST SURFACE *4 BA '' ��• J �L-'. ROAD MATERIAL I '"' If° It. G• ISOLATION MATERIAL ( BUILDERS FELT ETC.) C.1. VALVE BOX ADJUSTABLE SCREW TYPE 51/4 DIA. SHAFT. - M.J. GATE VALVE .#5R MAAN K/ H � VL O V Ld Z 0 y� T f� off'\ N r' J C Q V ; \� O W U_ ♦ �..Q b-fi f r'-i aJ Wz • D Lv a0 LL- ■ REVISION I DATE ■ SECTION: TOWNSHIP:34 RANGE: 23 SOUTH 40 EAST SCALE: 1" = l0' DRAWN BY: CDC DATE: AUG. 19W J0P--t, 0.: E90128 RANDALL A. RD P.E. NO.: 23 51 DATE: < 9 L SHEET NU M8 R: WON J 61 011 2 6'L-1 M_,_,F �` >& 10 J 3. 4 VENT IIT 3 DIA: 3 2 _ It L COVER TOP SLAE R 6n IBE VALVE t n aA •' " CILIARY PING DETA IL,_ PLAN VIEW J!FT. . STAT V N 1- - VA 2 GU CON ` 2 INE N SU DW/TRAP ! ''4 BAR ON EACH DIAGON OPE I` r JOIN' TONGUE PROTECTI' 21' 61t 81_On z PAPER W PREFORMED RAM -NI PREPRRMED JOINT SURFACES RAM -NECK SQUEEZE OUTy PERMITTING VISUAL INSPECTION JOINT SEALING COMPOUND ' 4' CLOSED '.(OR APPROVED EQUAL) JOINT A PL CED BEFORE INSTALLATION PREPRIMO. JOINT J GROOVE � . ON SURF, AT 12] ;ID ,� TYPICAL WET WELL JOINT DETAIL CAMELOCK QUICK DISCONNECT 11 41 G. S. NIPPLE; ELEVATIONS: ALARM: - BOTH PUMPS ON ,-,LEAD.I PUMP ON 0 M G VALVE ING OR COMPANION N(; nFTaii r O y c 4- T ks EN XOSURE- M 1'A /. �' P I I IFv Lai R': ill A p .1 .•d._� .O. 2 1 1 II I I I „ 30 10� THICK SLAB PUMPS POWE _ II--- s.CABLES I LFROM POWER SOURCE CONDUIT ,.GROUND EE NOTE I I V IFRVICE PEDE3f"AL jL�FOR UNDERGROUND SERVICE"', APPLY PRIME COAT TO BASE COURSE. \ TACK COAT ALL \\ SURFACES AND ` EDGES OF EXIST PAVEMENT d+ E UTPMENT & CONSTRUCTION NOTES ITEM DES CRT PTTON, Wet Well: Shall he a minimum 66'-0' inside diameter precastconcrete nx•elinit "Standard Specifications for precast reinforced ronrrote manllolc" A..T.M. C-487 68, Latest revision. Concrete shall be made with type TT and l ri::IaW cement and shall attain a compressive strengthorof 4000 PST .at 28 day, ,h,lnl shall be sealed with Ham-nek or eyqual flexiblr senlrr roil fermi nil I.. lod,•Inl Specif.lcation SS-S-00210. . Pnmp Shrill be Hydr,mat is submersible model with 4 n.p., 230 Vol 171, 3 __.,.R P.M., .56 _ 1iamrfor Iml,rlIol to meet conditions of 200 ('1'M 41 446 ' '1'Ull It i•n n•II :JIIII ill, hid, 211 STAINLESS STEEL yuide" rail; anal a li' roililllarl duplex l I I ll�lli, Gach pump shall 1)il furnished with a Spare upper and lower, mechanical %e'll. j'i Icwcl Corltrul I ;hull be Mod(•1 V)00 merl•ury :wllch 11,1ulll 11•vrl I, IlulJl,.I• n-li provldt•II with 30 ' olecfric cahle tend wrighll, n;; mannfocturell Ity Ilydl1nnal i, ( ✓t ) Wet Wool Access Cover: Shall hava clear Opening of 10" x 48" (minlrmrm) :yrld double door acc.c;s r1s, manu£acturod by Halliday Products or equal. Acll-:ul frnwl, and cover , ':hall. he fabricated of aluminum. Frame shall, support: guJ (l, I l i l:t .and rahl, holder for electrical. wiring. Cnhle holder shall be rnn.linitr,l ,,r r.l a i n i r:::l ❑t vo l.. Covers shall be provided with lifting handle an,l ,.I TI 1 y 1,0 ch In h,lld rover i.n open position. Locking hasps shall be furnished for I•nrL I:,Iver, ;ta inlr steel hardware shall be used throughout. All surfaces in conlnrlwith concrete shall have a shop coat of Zinc chromatic primer, approved alkali resistant paint or other approved protective coating. Cover must be compatible with ptnmps. rl valve vault Access cover: Shall have clear opening of _ 30 x __ 48" _y_ AS mannfacturrd by Halliday Products or equal, Door Leaf shall be 1/4�" alumi.num diamond patt:rrn plate, to withstand a live load of 150 P.S.F. Channelframe shall be 1/4" alumintml with ,In anchor flange around the perimeter. Cover shall be provided with lilting handle and Mafety latch to hold cover in open position. A locking ha 1 sImll Ise furnt.hoti for each cover. Stainless steel hardware will he used throughout. All rnufacers in contact with concrete shall_ have a short coat of zinc chromatic prtnu:r", approved alkali rosistant paint: or other ,approved pro- tective coal ill(l. Electrical Service Entrance: Provide meter lighting arrestor, surge capacitor, and a phase monitor applicable electric codes and require- ments of power cotapany lighting and voltage surge protection to be provided. Control Panel: Shall be equipped with i.ndi.vidualdisconnects, across the line magnetic starters, three pole overload protection, electrical alternator, automatic transfer to non -operating pump, overload resets, H.O.A. pump operating selector switch elapsed time meters for each pump and terminal board with connections for high level alarms. All. components shall be housed in a Noma 4X Fiberglass '. enclosure with aluminum dead front inner door design_ Provisions for padlocking panel shall be provided.,.^ OPTIONAL I:( UTPMENT q ) Paint: Inside of wet well. shall. be printed with two (2) coats of "Poxitar" -1 or equalapplied as per manufacturer's recommendations. a I Valve Vault: Precast concrete 6'v 0' _ x 6'-0 _ outside; dimension. -I DO Steel placed in bottom qj,-lb is identical except that diagonal hars and opening are eliminated, steel is continuous and slab is solid. Contractor to confirm service arrangements with power company before commencing work.. Contractor to run underground wiring to nearest transformer or hand hole. if Piping from this point on as specified on plans. .Hydrostatic Testing (Pressure and Leakage Tests) shall meet the requirements cf the ANSI/AwWA C600. An alternate fiberglass wet well/valve bok instead of a conc,.C:_e wet well/valve box can ti.- used _f pr--or aaproval from the e;.:. -_- 0' record is obtained. GENERAL NOTES; All fasteners on flanges and etc. inside wet well will be stainless steel. Dimensions between centerline of pipes are standard for pipe sizes specified. t', Shop drawings of entire install.at1Qn ]11t7.Str b ,a ,proved by Engineer prior to placement of order17 ASPHALTIC CONCRETE THICKNESS TO �• THE SAME AS ADJACENT ROADWAY I� �(I MINIMUM) 6 I FOR BASE(RESTORATION� I REFER TO SPECIFICATIONS. I r1. V 0 o H CID C a O 0 d- 4-) V Ld z o CL TTo` o V Y " 0 a M rn V L O W U z b,B J W z • L,J z LLJ ��Q•• J� 0 O O 36 NJ 26 �pI�iIF Revision Date MIN III- MIN Fn III REV MADE PER I II 6 I_5 10� N HUTCHINSON SER. 3 28 91 t-_- R V PEd D.C. Mlh MINA'• FORCE IMAIN (TRE4TE—�+• InC'F9 FINAL BACK FILL I-0' GFORCE MAIN (RAw) PER SPECIFICATION - 2fUNOISTURDglu uc EARTH INITIAL BACK FI LL.PER SPECIFICATION. C + 4 MAXI MINIM SECTION FORCE MAIN SEPARATION DETAIL 23 Section: PAVEMENT RES ORATTownship: '34 SOUTHION FOR TRENCHES Range: 0 FAST IN PUBLIC RIGHTS - OF- WAY Scale: N.T.S. Drawn By: CDC Date: AUG. 1990 E90126 STANDARD SEWER DETAILS RANDALL A. P.E. NO.: k I= ENIX CONDOMINIUM Date:Sheet Nurhbel ST. LUCIE COUNTY, FLORIDA ' ' �l 7 Iliffil- �-t fwH Ag w i MI P §S;.- i• 4�: M }k �K �, o: -dm its- r"9 ,Qnxvf r15 a %' Cal,� a Kea mr i �Poll � r ,�ti= v •¢ f . r `A ? 1 %' Cal,� a Kea mr i �Poll � r ,�ti= v •¢ f . r `A ? 1 ,> . i .. .o..,,. W..., , sae --- y 1 .. m•/" " - .. -' . r,a ,,. ,<�. REV .- - • � � „ kk - UNVENTED GAS Mry I J K L M FIREPLACE , I 1 I NCOM NG 1 r BLACK IRON/G8 LINE I MANUAL SHUT-OFF VALVE I I 1 g' 1/2"0 GAS PIPE .GAS CHASE '3 �. ` a I G 2 HR. FIRE RATED CHASE ',.. .,., I x ,• ?I. I: I.. GAS CHASE DE IAL GA FILE NO.WP1530 5 TYPE 'x' GrP_BD- EACH SIDE I > �, OF 7 5/8" METAL STUDS N.T.S. I - - I I - ! I I I "` OCEAN TERRACE 1 1 OCEAN TERRACE 1 LEGEND ELECTRICAL w, I OUTLETS ---� MASTER B ROM PH° I MASTER BEDROOM °px - PHONE Intercom VIC 1 EXTERIOR DOORS & 'WIND O Satellite remote no- — Tv TO BE NOT INSULATED GLASS Speaker 6'AF. iecul pad Owner to ver'rf LIVING Roots -PRE-WIRING FOR CEIL'G FANS PLUMBING FIXTURES a 3-1 Interco - 1 - JUNCTION BOX ALL TOILETS TO BE STANDARD LIVING ROOM re ote P, Fk11 ovented res WET 2 so�elf & GL 6 0 (Smbort Face ® - RECESSED LIGHT _ ITI it ) BAR Gas Fireplace CLOSET T I P Option E CLOSET � � Venfyl Dim.W/Man�f. I ® - FLOOR OUTLET 7 HEN - - - - - CLOSET Cn Gas pipe in 2 H fire rated S - SWITCH in ` _ ILO ET = Cho a for firepl e - APPLIANCES: sh If & iro roof to 1 rfh fbor STANDARD PACKAGE #2,WHITE ON I E7 roc HALL HALL See dtl.@ right W/UPGRADED RADIANT TOP RANGE 76G ' 3 ; Stereo Sy tem/ II CLOSET SINK:UPGRADED, EFFICIENCY-WHIT1 _ " WET Base Speaker 8"A.F.F shelf & CLOSET n b } & Speaker 6'A.F.F -1 ra of i BAR WET BAR 1 Owner to 4erify & 1S c-PPanel 38. Optio 3 DOORS i 6Q�tNIf: -WHITE-GIML-E�- - - - - - - - - - - - - - - - - - (3O9R- P1: 1'-0 WIDTH X 6'-8" HGT.MASONITE, BI-FOLD 2 PANEL FAUCET: EUROPA,POLISHED CHRO I, INFO. SEE DOOR-P ON DOOR SCHEDULE REFRIGERATOR: TAWSS, WHITE 1 Tub �- I MASTER I MASTER " i CULTURED MARBLE 2'Vanity bo gATH w^^P�i BATH _ 1 WE 1 .� - - - awe - - - - SINK: LYRIC, STAINLESS STEEL ALL BATHROOMS VANITY TOPS, !' - " TUBS & SHOWERS TO BE DI ING ROOM � STONHENGE,ANTIQUE WHITE / Wall below I Med. I I rn cab. wau CULTURED MARBLE oropaa -- DINI GROOM Ceil'g abovel _ _ el ve DOORS — — Wall below ' + DOORS DI _ W �L QL 1 INTERIOR: STANDARD CLASSIQUE CLASSIQUE Intercom M C I �Dw Cansa — C� uN — —o — �� ENTRY: STANDARD CLASSIQUE D:N � � LJJ LIN vr; INTERIOR: STANDARD CLASSIQUE remote ' 0 -1 FRENCH: UPGRADE #6-15 LIGHT R 6'-9" 4° 1" 3' i�y Do r chime 2 l 2�• ( "s Int rcom CLOSET BI-FOLD: DOORS 'H'&'W' NOTES - Pa I bell FOYER 1 I FOYER re ote STANDARD #2-LOUVER/PANEL KITCHE 0 5'-Z, per owner cif. �, NOTES . ;< •,;. T F EXTRAS w Marble floor ' Door chime 1 ' COS 0 E AS TO BE 22 - gym. COST OF EXTRAS I � E RAS TO BE APPROVED & PAID BY OWNER: G ST bell Ran e 1 APPROVED & PAID BY OWNER: O ttwa GALLERY i�ALLER N.w L III 1-IRONING CENTER 1-SAFE BOX •a W. _ _ �-1hrHIRLPOOL 9 MASTER- BOTH- 2— INTERCOM 3-3C KITCHEN CEIL'G FAN G D - D W n' Ret_ KITCHEN - Ill PATIO 3-POCKET O DOOR SYSTEM 0'® BATH-3 4-BAR REFRIGERATOR B Dev. , 4'-(T° Ref. W D ' ( Y ) �F ` — UTILITY ROOM UTILITY ROOM 1 4-BAR REFRIGERATOR 5-COST KITCHEN UPGRADES 4'- I Ironing c ter IL_ - � _ � r _ _ I I �- 5-COST KITCHEN UPGRADES I TO BE DETERMINED AFTER opeoa •� In (rcom moste SERV s a4ae option .f r,, p nel Sec i i./arowc. TO BE DETERMINED AFTER OWNER MEETS W/KITCHEN P DE pad CoEA, Interc�i OWNER MEETS W KITCH EN NTCON1fRACTOR - � _ I (A/Cl I panel= / CO RACTOR— — — w/H _ _ 1 6-WET BAR �ET�AR BY BEVE OP€R - - - - - - _ _ 7-STE,EO SYSTEM -VERIFY W/OWNE,R 0^ PAN 5' 3,_ - - 7-SHOW BATH-3 • 8-UNII SECURITY SYSTEM (By Dev. — — _CLOSET Central 1' ;r or bet ' 3'- LiN _CLOSET — 5-COST FIREPLAC 0 g-CENRAL VACUUM (By Dev.) �'V V0t © L3SET TO BE DETERMINED 10-GAE OPENERS _ _ P ® ® BY CONTRACTOR =-' CL F Ption pp 1 n ' 1 1-INTRCOM SYSTEM (By Dev.) ON UP 0 �' 12-3 DCTRA JUNCTION BOXES Intercom Med. CLOSETN DEN/LIBRARY remote r cab. H P (BEDROOM-3) t, 8'-01/ 3 §o - Intercom_ jinrcom 11l L DEt�/LIBRARY (" T. LUCiE COUNTY SPAi4N0 ^' f remote Intercom remote k� BUILDING DIVISION FOOR NORTH remote I _ H N Ii E ESSY BEDROOM 3) ry O �i®o0EI DATE.1/4/93 I 11 FLOOR - SOUTH FOR LtANCE pn° BEDROOM 2 DATE: 2/9/93 PH. 101) 696-0275 HOME .. �� B TH- REV.3/12/93 REVIEV6'"rt) BY PH. (08) 704-7643 BATH-2 a rvI BEDROOM-2 ADDR;S: pet ; - ISTOPHER CT. LINCOLN W 15 Cp, `;•., NJ AND ERN li NEW �SEY. 07035_ _ REV: 3/23/9 t-1=T ON 6C ram„ REV. d16 93 - -- - - - - - - - - - - - - - - ., - . , d , / I I I I 1 UP REV. 2! 8/93 seat soot) REV. 4/2/93 REV. 2j2/93 a .��#$�► M I RIVER TERRACE REV. 5/4/93 REV• _,0/93 FAN LOCATION RIVE TERRACE I $ \\ REV &'ECEPTACLE RELOCATIO I I J � 1 3 ._9 2hr. Tire rate walls HUT I L I s I 4 r n, 4 1 1 T H FLOOR N O R T H SOUTH SHEET NUMBER w Seal r, I' 1M6 r i 1 ! SCKELN I11111 GAS METER UP 6' TO METER, GAS PIPE ® 6' ABOVE ROOF TOP 2 HRFIRE RATED CHASE MANUAL SHUT—OFF 1/2" Q GAS PIPE ALUM -VENT ROOF FLASHING ROOF TOP FIREPLACE o GAS LINE 3 CONDUIT SLEEVE 0 11TH FLOOR GAS SERVICE FOR 1 1TH FL.FIREPLACE - DETAIL NOT TO SCALE SINGLE —PLY ROOFING (TYP.) - \ COOLING TOWER \MET(SeDe�9s�h. UP 6" SEE DTL.@ LEFT ( ❑ J1/2'$ BLACK IRON GAS PIPE 6' ABOVE ROOF TOP EXISTING Z $ GAS MAIN � I — SEEM MECH. DWWJ PUMP ROOM BOILER ROOM __ SEES MECH.� SINGLE —PLY ROOFING (TYP.) DWJ PREFAB. UTILITY GALV.STL.STAIR TO 47x16"OVERFLOW ELEV_EQUIP_RM. SCUPPER (SEE STRUCT'S) + V ABOVE FIN.CONC. TRASH CHUTE ON UP + 6" ABOVE FIN.CONC. 1/1' BLACK IRON GAS LINE TO 11TH FLOOR + 2" ABOVE FIN.CONC. + 6' ABOVE FIN.CONC. NOTES: — REFER TO PLUMBING PLANS FOR ALL VENT LOC'S — REFER TO MECH'S FOR LOCAT,& TYPE OF EQUIPMENT & VENTS — FOR LIGHTNING PROTECTION REFER TO ELECTRICALS ROOF PLAN Scale: 3/16=1'-0' If x1 fi' OVERFLOW 4" x I C OVERI SCUPPER FIN.CONC. ELEV.EQUIP.ROOF PLAN Scale: 3/l Er=i'-0' OPEN TO BELOW i x i ELEV.EQUIP. ROOM 1/S"/ft `srdn.roof slab SINGLE —PLY ROOFING ELEV.EQUIP.ROQM PLAN Scale: 3/15'-r-O" PREFAB. UTILITY STLSTAIR — IV { r,EV. Z J Ll 0 0r/ T r NUMBER a— 01.® 1 `{1 1 1 if% / li r ��, illL��Z '�Cr v e , ,An .> r F'�' � ak C M a 3 Y ;) r � 1 Tm l � Ix' I •4Y'..� fre'Y;: § r ¢¢ t>r u F .7 '- x • M "'r F g : J4f. I `;t � x ! '. i . e , I �f„ x � �, 1 � I� x <{l T y� z z 'i; �� , ��e y, x�+i�;; a nt�da k"v"'�'.w s of �» ..' �� r � " fix, •.;a;8 r x f .,. . ri `". <'}'�' e. e �, wf za .+�., '�&.,tip& W x>,yF #'"; ✓n a� '�$u�'p r } "r ;,., �,,. r♦ , a w is d t �' x x.j ram'' x i l+?...'.,+'�Y'T pia tn*`Nx s ' a iapl.'"7 +ID. c Y±, �;�. i I ��. rc 1 ".. •,+:� t' ': i"� t�) b '�}. 'is! n � , �. £ ..: '�.�+ ;�� �� � ��' az+�,xx,a,i ?� � ` 1 � 4 e ya Y !;` E.4 � n 6 , i a„ .," ,,a, ti. ,,x. � x. , I i,.: Y , � # y� *,^: a4 yy<� `� r � • w 4",.�y y ,%�+ Yr } , ? , , n P .k 1 r SF a , f. 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I f, r v 4 , ,.cw •,...: , , rt.. rc. ,. 4 , . . ,,. .. , .8%*T.".- +'..'�..:. a ,.r ,. .. v, t 'Ty �^ ... ,..3 p. ., .. *'�.. . 'i .... ` .... 4 .� TAB E OF CONTENTS - ,�» r rv.:, r .._ i... vF. .. k. re P,,. .. .... .... ... ,.. , r,. ,r n}. ���yy r. N n. .. •.. k ., ,.. �, e: ' WON : «.... .... e a,.. e... ., :. ,r1 T n ...�,. .. v ...... pp ,..K. P , ... . n..n, 'aX :?p'.' . ., 1. 'FE?. .. >» xa .., m .... -+'+ sc.. ✓r r. r«. . .c :,. � mr.... o-.a.. - :l`:„ ^ ,. :.4, k . a. . o r "c. .r `.�: i-, :. ,. x..,s.rv. l.,.,.,...-., a.,X... +Wv,: rIq.y;•-:. :; , ..,vk . x4;. a^,x��a11 ..., ,.r, r,�,.'.X.�.�,r 4�F:,�N:r. y`�'r.. '.''..- ., `��5 ,��� s„ ,krv,f iW.,,5.,Y � . .r ...::,"�a..�.fuk. �,�. Y� �xry R „�a ,,: ;�a� „r STRiU. CT�:Y Uft •R, Ar. L'v ,a D—RAW HVAC DRAWINGS CIVIL ENGINEERING DRAWINGS ARCHIT�AL DRAs... , . . ., r GENERAL PROJECT INFORMATION Gl SITE PL Al Q07 U5E "1, A17 FOUNDATION PLAN GROUND FLOOR A.C. GEN ELEC DETAILS ',} k "r'i+rNPLF 4 J' R Sl PLAN HVAC1 & SCHEDULE GENERAL DEMENS IONED SITE PLAN CE 1 GROUND FI . PLAN A2 INTERIO F NISH ` a ° / ` =:& DETAILS . SITE PLAN TYPICAL L. PLAN A3 SCHEDUL �' xi a Alb GROUND FLOOR PLAN TYPICAL, FLOOR A.C. ELEC. DETAILS UTILITY & DRAINAGE CE2 MATCH LINE PLAN CE3 ROOF PL A4 DRYWALL DETAILS„ A19 & DETAILS S2 PLAN HVAC2 & SCHEDULE , E12` MISC. CROSS SECTIONS CE4 EXTERIOR"ELEVATIONSIAS MISC.ARCH. DETAILS' `"`A20 TYPICAL..FLOOR FRAMING TOP FL. A.C.PLAN HVAC3 ELEC.SITE PLAN E13 MISCELLANEOUS DETAILS CE5 EXTERIOR ELEVATIONS,A6 MISG. AR H.DETAILS A21 PLAN AND DETAILS S3 ROOF A.C. PLAN HVACS PLUMBINGDRAWINGSGE E14 STANDARp WATER DETAILS CE6 BUILDING'. SECTIONS A7 MISC.AR H.DETAILS A22 ROOF FRAMING PLAN S4 RISER ETAILS H STANDARD SEWER DETAILS �.,:c, CE7 STAIR SECTIONS A8 MISC AR H DETAILS A23 & MISC.DETAILS'!a SPECS. DETAIL GROUND FL. PLUMBING Pl. LANDSCAPE PLAN L1 INTERIOR'ELEVATIONS A9 WINDOW, OOR,CURTAIN STAIR SECTIONS S5 PLAN HVAC6 {a�'f w; t�" TYP . FL. PLUMBING P 2 J4 . GROUND FLOOR WALL DE AILS A24 BEAM SCHEDULE & g . , PLUMB . RISER & :.p REFLECTIVE CLG.PLAN! A10 ELEVATORDETAILS A25 DETAILS S6 ELECTRICAL DRAWINGS TYPICAL FLOOR EXTERIOR WALL SCHEDULES & DETAILS S7 ,..: RISER & PLUMB SCHEDULE P 3 x h. . REFLECTZ` E CLG.PLAN 'Al1DETAILS A26 SPECIFICATIONS, GROUND FL. ELEC E1 ' .w SCHEDULE- NOTES,DETAILS S8 TYP. FL. ELEC E2 EXTERIOR WALL � PLUMB RISER REFLECTT E CLG.PLAN I GROUNDFL.FIRE ALARM E3 DETAILS S9 w . / NOTES TYP . FL.FIRE ALARM E 4 r` SCHEDULE 5 13 14 F OR Al2 DETAILS A27 SPECIFICATIONS, GARAGES FOUNDATIONI ROOF PLAN ELEC. E5 MIN PLAN. & x`FIRE SPRINKLER DRAWINGS TAILS A13 LIGHTENING PROTECT E6 GARAGESFLOOR PLANS R/ � GROUND FL. SPRINKLI R FPl , , , ,- t ,' ry:.,? : * ..... .,+ 1, M1::L:,.+3" e ,..:...., m"Y °'.:; .,. ,: •!'�' fix,.::::. � ^'�„".,SF,`'4. '4i"; ;'::::' s..,5. , ,€ .aR '.s:ry rkEr. ELEC RISE CONDO. .. 4 ,..... f. ,. 'f 4YI ., ,. 'r ,Fr., .,;1L�.v. '..3, ,, r.,., x ,`�Y' '.:?•r.'� ,y to :,r, � , 6+rrr n...r .+5. .. P �" ,� fiA t„ M', +. n,t j.,.-. ,.. .,Ys. £�-. .M. $ a ...>. ,,,. .:y a z:.,: r. ;AF, a.. ,- fw.r .�, ;... AND ELE TIONS w � � arc: , ��., _., .., s. , �� , � ..:_a� r '.. ,. , + t. S.n .,e ,. d. +1%fZ'% t 4:.yrH, ..w:. ...•, .... "RFT .T,,.' r .:6:. t W k.' r',p 5 :h: ..< , , ;a. �., �..,,.. .�. , a_ ,� „f #: ,�; .' . ���� -;° ., . " .,. ,. ER HOUSE E8 � �.: .e,�. x� ; , : a ,'n � ��. w, � .�. "; �, ., . � ,: µES,, �� ,�s��,'w ,,� ELEC . I S F P 2 .. �. , � .e ,. ,M � � �,,; �; � i TYPL SP r .�. Y,b; .qvx. , ,.. x r_ . ,..5 Ma's �;�,,. >i, �^:": / , . �� }.�..,� .,.-. � � _L.., a� � �,� � FL.SPRINKLER GARAGES RAMI NG ��: � .. � �, � � ,,.<, , . ,� � ,} � ,u �, ��« , , ��:.�., �f������� �„ �. :� : ,s. � � r�>�3 ,�` �>_*,r'�" i,�' '�'V & TEL S FPx3 2� �,�� RISER _& SCHEDULE .. D AILS ROOF 5 . PLANS - '/ / S ''i � ftry .. xx-, ;, ., S" ,,-,..a��9»s •M: ,#.*gip, . ., .r„ xn.,, . „w:;,. >, FIRE ALARMRISER E 10 Y, , DOOR SC ; DULE A16 ., R.W + w SEE ELEC.DWGS FOR AUTO.ENTRY GATES DATA C] \ \ \ \ \ \ E \ OwGS. \ \ \ \ \ 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ A \ k \ M \ r #ry \ 1 \ 1 k \ \1 'PROPOSED TE NIS COURT (BY OTHEI PROPOSED GARAGES 1 ) (8 PACES PROPOSED O O O O O O O � O F II ' .es a . •vr „ vow! i < oc r iw= z zp=\yam~Tz z v Jm IZQw W 0 M Z oWc wwwlooz ot-v < d>==oo oWV3-onz 3o< 0> \- <awpwwiW 00mLxnw3 zHWJw�W Q��Q-w 7 W_z�,wdowe p W C)�w<W m 0 z Z 0 Z W VJ `^ �Z �OJ J < Y V W V 0 0 0 O F U < z O U t a 14'-4 N x h� I L M 68' 10" .t 3 4'-6" 10'-2" 5'6 1 6" 11'-4 15 1 ax I 1 4t 1 I I A7 I I r � t 5' 8• 41-6" 27'-4 R F , — ockers \ ®— (5 Tier) 1 a oc rs i I Below(2 e) 7'-10"' S' 8 \ L rs 3 1. �bovg Co a Wall (36uHi h)' Be fj WOMEN Below 110 /D < ounter ° �j _ To 42 High aoi 4 BAR O Benc it, 'v Mirror 1" 1' 4'—C 8" 5'— 5' Lockers O M N b_ SAUNA Bar Stools. i Below Betact. (2 Tier) I 112 Lo.er EN N 00 uDDt. 113 VA s VNI t,' L� QI I I ift—kin '� COVERED DROP—OFF — �I — — — — I c & WV I I - 4 O ' w } SEE STRUCTURAL DWGS. p B, s.l ^1 FOR SECTION OF THIS AREA I j 1 hour fire TYF I p $o o SERVICE HALLWA G ?_ o I J K f8! I raced wall 1 0 SEf2V. r10 i - I ELECTRICAL ROOM a 108 O - UPO Water Fall Planter 4'-4" 20'-0' 4'-4" 1 5'— 5- 0 129 I 7 to in HALL IR, j a FI OL RM. -- B I CH, 03 G 1372I 2 HR.fire I A7 A7 18" 15'—T 0" 8" `r 8'—wallI LOBBY I 1\ u I I 16'-4" 18' 17'-3" 8" 4'—O"8" 3' 10— . 28'-11" O � 8.. I I M S PER FPTRANSF.VAULT a I : PER rPkl EO'S � I 2 lour fire a I Planter ratid walls Y-4" w / I 10'Min.Ceil'g WATER PUMP m� a --- — — — — — — --- — — — —— height 33 _pd 3 F.F.-9"co COVER DROP OFF PLAN I O f Pa a --Cr _ (r� Planter I O o UP in O ENTRY EQ.SPS. 3 EQ.SPS. I I' — — — — — I 131 EDGE OF GARAGE - / SEE SHEET A-14 b \ 3' 6'-4" 9'-4' 5'-4" 1'7 T-4" 8" T-4" 3'—T 7'-4" 3'_Ir / OVERED WALKWAY NORTH , \ FP&L access O TRA nuvm Conc. Pad l O- --- ----- --1 �— F.F.-9— Ol—'-- ----— — —-— 6,_6 -— — —---- — — — [ILIA 7 14 - - u _ _ _ 4 14 4 �.� later _Cr 10 SEE CIVIL DWGS. i a FOR DRIVE INFO. A7 I GROUND FLOOR PLAN • ,_ ry P iS�L) fi 3/ 1 6, =1 ' - 0" COVERED DROP—OFF J v k Pool equip.storage under hand'cap.rorr HC. RAMP Water cooler POOL DECK +13.5 A.M.S.L SEE CIVIL/LANDSCAPE DWGS.FOR POOL LOCATION & DESIGN m O H < O t- [r O Q V < z 0 U < K T W Z < v J<3=oo� �ww=°C00� wvw < < wOWwdoc ,n�H W wn.Wi3 �n_wJw�0_zown QDZ (L W w Wi0w&_oWCO Ww 6 C hl 5'-6 1 11'-4 15/16• o i L'J 1 I rD b A2 °D b OCEAN TERRACE OCEAN TERRACE 0 16'-11' Y215"TYP MASTER BEDROOM' MASTER BEDROOM�b ® 219 218 4' 14'-11' �. : -{`� 14'-11 4 18'-1' 4' #� r' r } 1 ' # LIVING ROOM WET 21 4” 3'_9 4`3'-0 5' T 5'-T 4 3'-U4' 3'g8' 4' 'WET LIVING ROOM 17 -- t - p c - � 212- - A2 225 I BAR pt. n CLO_E on BAR b _ CLOSET 220 = - CLOSET CLOSET 13 HALL v 21 I HALL A2 b _ n m LOSET® 21 [CLOSET v co M u`' F� 222 30 21 IJ n 223 �21 4' I 1 I ? " b A T MASTER S ER 1 BATH - -- Tub ! rue - - --BATH 5 --- - ---- - - 5 — — --- — -- — — -5 — —1, --- — - — �I .. N 0 224 21 1 11 DINING ROOM n aptw pocket 1 / ab. N `o, '.r 1 / DINING ROOM bon oo� Cn b irdnch,, Boor Drop d 226 "YY 4211 f7c l i Ceil' above - 9 - Ceil' above j K Wolff47 low 4 i' 4 TTM :8, 8 1 Wail low -�_ F--FL — - CL LIN t 1 LIN CL - _ C, - 1 _ D n -- -- 13' b o a v I I A8-7r 27 A FOYEI�, 8'-,r 12'-2' tobsae� 8'-T 10 9, V-2" 0 5/CouA.I2'-2- [msabo t morel' 00 I GALLERY 1 L —' -J GALLERY I 1LQ O coeamo e Ike oboe 28 i G3D ® �kmw GLASSED, Ti I(If HEN �- W W ��k I KITCHENb GLASSED PATIO 229 b p 207 PATIO 230 n �tN. L_ — _J UTILITY ROOM — Net. I� UTILITY ROOM 209 ® — 2 Option`60f opt- °Pet DrA /oa.er Cote_moe option poc 2 1 *SEV DE ® I W Ot t on Docket °� a matron — w /H 3'4- I © iA/�l DE .V caso�e op ' to SIA1. Y S 11 6o n — S- 4 18 // �'/� 205 CLOSET C. CLOSET = 3'77 6' ® Risers ® CLOSET .w LIN _ �* '>a 13 do 14th _ _ _ - �R/ bL�S�T N , 23 t firs.only CLOSET - i Buis-9p ; ` - - ®� o door sill C B 47 ed.r' 7' cob. DEN/LIBRARY A7 b - � DEN LIBRARY � / (BEDROOM-3) 'v (BEDROOM-3) •o 1 O 203 .� .0 1 '° zo t l t234 oO 11'1/2' 11-4 24' S'- Ir 12'- BEDROOM-2 202 BATH-2 I BEDROOM-2 ' I 201 BATH-2 � I 23 36 6 v1fl i i 3a 1 1 ' — —_ — I UO DN -- n _ 34 seat � i � F 14 21M.I ' I i seot 0 (I b • A2 RIVER TER AC I. 14•_ 5'-0' 1�1' 4'-10 5'- 1 7'-0' 321 2r Bu,rb �p w 4 G door sill rate�f walls I Y RIVER TERRA E 79 I ' I 3'-T 18'-3 1 2' 6'-0` Y-6" 29'-9 1 7 29'-Y TYPICAL FLOOR PLAN GALLERY 226 PARTIAL 13TH LEVEL PLAN Scole: 3/16'-i'—e < oWc r zW�<c-czz OtS= YZ t WO- -w .<i<3Fzpw �w aq[[ wWS00°j t jJ�J c d>SS�O �^acJ3 wr� rLL WNW WdaL OSwxmw3 zti t- Wwwt-w >.Ocp~v NW�0- t- 60 d a... ' 1 I m 0 a z z 0 Z z � w iZ o O J a CA U W S U 0 0: 0 r- U Q o- z 0 U J v, 1- `r � � a O z FW- Y 0��� ^ � W Q�y z "<0� • _j LLI " Z O r�ryn Li Ina �— Jr x a o 0 m i o, r to i Z _- 69`7 Er �I I'-7 i x... N 4'x150VERFLOW - - T I 4'z16 0V RFLO SCUPPER = `I UPPER SC 1 � I _ COOLING; '1 ` " .. ; I ` .,_ � A l `y 4' 6' a„ts' 18'-3 1/;r 3'-T 6.1 1/1' 6'1 1/2' 3'-T 18' 3 1/7 38'-Y ROOF P Soak: 3/16-1'-a' SING _E-PLY ROOFING to 0 g 0 "VI o PREFAB. UTILITY STL.STAIR ELEV.EQUIP.ROOF PLAN Scale: 6'-11 1/47 OPEN TO BELOW nw Sy2 OF=F<~W1z <'W mo w <erg w wo�-Q06< 0->2200 nWV Vwooz Oo< >> � ll�� <OSOxmw3 0 HFw 0 z� Jw�w z wm"� WDV_Wc zo � cz a- w �zO=w<w d a - �. a -spa.* 'z O e a 00 —/71' i, / ELEV.EQUIP. I ROOM �X� i 4' SINGLE -PLY ROOFING 1/8-/ft s. n.roof slab Y U e w S CL O S w G H V O PREFAB. UTILITY STLSTAIR M1y S I I 1 ELEV.EQUIP.ROOM PLAN T gm Scole: -116-1 0' ro � ., e's =' `$ Y 3 fi s Y. .,� y ,5� ''a�a .� .� .ii�."' 3r.,. '',f'�' r =w�zz _e:`t J. �..�•n �.+'� fx ei.Ff"` °'";. .L` xk - "#' iww� r�.1r , 4'stffi#.a.*aµ"fc ., .. A i bF..Vh.Ne-Y'FYA x •.r3... '"' ,`s, ,' ?'r; s ;w.f','W.,1,'.,� ``,.`S•ugR`, s �' *a= p '-ata:.!Fs&a'� .... a¢arvwux n'#�1�"'�'y-2i`pV�,. BOUT U ELSE V AT. 011V 1 SCALE Ye"=l'—O'* s < o[ r z z� O�� z v<3?�pw w w`—>twvp�< nwee3ww�rZ s <U Ww wwa- .npr=-wW�J3 r �ctiwJ�V-W zp F-O Na �,��w2 wz�wdowcp w 0�a y fl F- Q Z ID to w J Z J O/^ Q v, ! 1f ' :J Q 2 J r- Z w J CT ' O L ` .l Q o v W = 0LLI V V W X J•� wrl [ u) _ o (L n� y d IIIIIIIIIIIIIIIIIIIII�UIIilllllliilllllllllllllllllll ���'IIIIIIIIIIIIIII�I�IIIIIIIIIIIilllllllllilllll�lllllilill . . ova ■ Ilnlllllnlllllllllllillllllillllllllllllllllllllllllll;IIIIIIIIIHOUR 111IIIIIIIIiII_IIIIIIIIIIIIIIIIIIIIIIII I I 1 [91111 I IS I :q - a Discs® I�IIIIIIIilllllllllillllllllllllllllllll�lllillllllll• „� IIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII; �� ���� 11111 -- 1 OMISSION, 111191Q�Ni�I Il�lllll � i1����1191�111�111�1� vim _. „.. s t? 1' , � . 16 LAST C LAC VAT,110N OEM '4`9 Level SIMON I SON II�IIpI�Iu�flIA�A � I I II 111011111111 MIN Sol �111�11�1�1 I 1NM 11�9 I V I I, IM1,o ur F tNORTH ELEVAT�ON 4 +140'-2V2" Y Elev roof iu +131'-8V2 -� Elev mech �a h +124' 2 Roof 00 .i +104' 10Vi" 13 Levee,"', +96'-21 Y 12 Level ��"» I 7'-6 + /U -'L YY9 9 Level ro .. 00 +61'-1O' 8 Level 00 I CID } +53'-2V2" — � 1/-- I Xf , m Y5 eve 00 00 I io 0 all 7'-2V2 Level 3 Level < K > ��yJJ W W W Z zS�<~OLF F ��? 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Elev Pitw" - -. - _ _ „, _ _ _ _ _ 4. s„` rp•>+ Lam. f �*; + prYk 41 9� iv 4 K h AkL 5, �^9g I .•�,r��,+.1 .. �,,, .,.fi YJ.�. f '� i. ,.�y �P .w3r,�; wv ..d l s 'N. "m' �'�lyd''4 x`��; �.,; �d� x nrq '-. r •a ?'£'%':` c � t n �k��' 'fit .e 'r' Fro . . ', �: { l .a,. a"s�, Jan. .�wtrh .�t.4T Px'fi SCALE 1,% 1 -t)'. A'V� 4.• K f ;k w� ^"',u `.'. .Wa dyl mvµ''1„. �^r< ,E'K ✓i9l: �t'i ,r R F. I • • • • 11 d t • �\ I •w• 4 a5�s .' r�'v K • • '�, 6� a ' Oe ad WEE 3 � �tl FI I I Tr 22 m 0 0 z z � w �Z �aJ J Q LL W J � J w 7 T IRA I -LI +131'-sNi. Y Elev mach r +124'-2V4" Roof :'N `o DRYVIT V) L w 6" STRUCT. STUD (TYP.) 3'-8" No i I +114 —6V22 14 Level - rk' 4' yii t0 i I N (n � W 3'-8" Y s v yLLa r PP {j r ddry n8.. V If L 0;5 �ULTb TO ° 14t1 /I�/2���b1L,KGILiNQ BEfEK 15 yfE^-�• J 16 TREADS ® 11" J� +104'-101/2" � — 13 Level74 n t Up- t I 5 pp PF _a Z` ,.v."ri,� o-t•„Y. i'S�,f .v c.i-�,Lrn'r .al .+5 11 < < oc � ,nW2OL2 oVw<~ate `-�)04 l- J aL Z cz < wgty) a->__QO OWQJ :Ww�'D oc <ULWOWWdm O=�xmW3 9n~�WOx ZH- LJw�-w z0Wm W 7 O D��-WOOW w W W < m 0 0 z 0 z z CO w o0 � _'^ r VJ W cr v mow. =• W N f J W N i l ✓ O CO m _ V = < . z g (n w (n j U � n 4 W X _ W Z Q c LLI <) toCL NJ 0zu o g•• n a o d I i1�Y 4 d t jG l fi. - DROPPED /r�r��l��l 1■■■■■■■! A i■■■■■■EI I■■■■■■■! AY MED CAB. NONE 1 ■■■■■NI INN NONNI arr 3Y2 SPLASH1IN SINK1■■■■■■ol IE■� ■■■I ■S■■■■Ei loon■■■■I WATER ' 1■■EN■■■I ismommos 1■■■■■— 2-A GUEST BATH 2-ADJ. SHELVES DROPPED CEILING JP� I VK / l\ I I\ Z —J ca — — — — — — — — — — — — — — — — — — — — — z UNDER' CAB LIGHT 31/2•'SPLASH U SEE PLAN FOR FOLDING PARTITION O M O O rO O U TT ° UTILITY SINK I iK (p 0 W4SHER IIDRYER w J w W w I` DROPPED • • �® —� 0 �• m► Ile■■■ •len■■1 UNIONS ■leoo■1 II.■e■■■o■■I■■■■1 Ilee■■■oo■ol■■■■1 lie■■■■■■■ol■■■■1 Ile■■■■■■■NI■■■EI������ 11 le■■■■■S■■le■■■1 11e■■■■oENSI■E■S1 Ile■■■■■■■■le■E■I Ell 224-A MAST DROPPED CEILING GLASS DOOR CABNETS Wel UNDER CABp LIGHT r> MICRO i TOP EN -AIR ,:s00 - TRASH STOVE COMP. W/ i 2-ADJ. SHELVES OV N JP z Q J O z J w U p w f- U w J w w w w Nl 231-A LANND Y 229-1 fro APT o K1 % 204—D APT. KITCHEN qI # ` ' { s r d .+� ,fir �M i�s'I 62 nPU,4,4�.M I�lv GLASS DOOR Q {W 414, «= CABNETS DROPPED CEILING JP A9i DROPPED CEILING P — p x *� N — El- A Ifl l 4 , z FOLDIN i O OPEN FOLDING Z W�i PARTITION I N II PARTITIOWATERUjj O CLCSET� DBL. SINK 3Yz" ASH W F /— \ JD SH SHER U W J w w W W 2—ADJ. SHELVE ',Y •-•- "PIRTI� ■■SES�i■EE■ENEEet■■e�nu 1 m77. noon■ ■■■■■■■■■■■■�11lI ,,, i r� A '_' .� � �, INS SON —■■■■■■■■■■■■■■III IBM ■■■■■■■■■■■■■■■■■■■ "1liii�illi omom Inc ■o■■o■■■oo■■■Nel—■■1III! !mm ENE■■o■■onE I■�'9n■■■Nei■■e�llll ■■■■■■■■■■■■■■■■■■■el■■■�1111 ' -SINK INN INN f ■■■■■■■■■■■■■■■■■■■�■■ellill - -3Y2"SPLASH11�� mom SEE■E■■■a■� `�■■■■■■■■■Iles . 7J. N■■■Eno■■■■ flE■EN■N■elll■■■■SEEN■■•En■n■■S■e�lm ::. . ■E■■N■In■■l1■I r ��� 1 SHELV �■■.elf■■■■■O�®�1®-��i� - ■ so I on NINE IFARTITION I I I : ,,. f' !". `. '1''"II t \ / ml I 1 II It:z� 1 II 1 7,I 1 ° 1 DROPPED C ILING -++A-T MIRROR z < ADJUSTABLE J n' SHELVES Z z / EAR / SINK J 31/2"SPLASH w r� I ez,u To �U`��TCG�I X x:" 226=,o ;��tiuLT �3ffa1� �� 204 C S.; A'T. KITCHEN SIMLLAR .iA AM GLASS DOOR CABNETS W/ UNDER CAB LIGHT z J i a 1 O i I ADJ. SHELVES J MIRROR BAR T --SINK / \ w w In +80 Emerg.light Q TYPO A.F.F. IILL_���� O. TYP. STOR.ROOM ' KITCHEN * :„ 4� kl; a�+9'3" O 0� .OFFICE �— O O O P Y F /� .F_ t"' GYP.BD. .. SEALED CONC. EMERGENCY 3GENE TOR �CAAR�T� +A. 9'" I "4-3' F. Ty, SEALED CONC. i SEALED CON(. O -- O C) EST pP p GUELEV. HALL i1 _ _ . _ . _ . _ QTYP. V SEALED CONC., SERVICE HALLWAY 0 (� G 9 3 G 1 hour fire G ® .F.F. ® rated wall SERV. p „- A.F.F. + '3' o _ ELECTRICAL ROOM ' A.F F'\ I R I SEALED C�h._ GYP.BD. j �A F F SEALED CONC. SEALED CONC. (— — — — UP I O +9'3" P (YA.F—F. CO�\� 2 HR.fir� -- I (D o FIRE NTROL R I HALL I wall SEACONC. J,+KAF.F9'3. LED I WATER PUMP i SEALED CONC: A.F.F.+9'3" L D CO TRANS+0'OT R 1I I 0 aF.. I G I G SEALED CONC 2 hour fire rated wolfs IN COARO DR�P EE — r cadexn s/ UP G i R ENTRY NI DETAILS ,dill+9'3" O F.F. ]HO TRASHED C S°. 4 �z <,,��� �;�.- ..� '�' � li s, � COVERED DROP—OFF +LL 93" A.F.F. nG EXERCISE ROOM +9' 2" A. F1.1 G GYP.BD- G TOE YO O O © TYP. 14' 4' LOBBY A TYP. © O* GYP.BD_ TYPI © Np. < 0 0 © TYP. 0> 4+9�'3" F, F. GROUND FLOOR 3/16"=1'-0" ff� � y , O f.� NMII KLP WA240—LE DAMP LABEL (GARAGE T LIGHTOLIER 1 100IC/111O © a P,"`" M.'F ry n, ° yi'" F'�°^ era`, `acre' H--a KLP SW1200SHPF '" I ►---f KLP SW240RSHPF ® NOT USA ® PROGRESS TC5722-30 — 1 HOUR FIRE RATED WALL `m ix' 1y, s M 01; ' .emt.�s 2 HOUR FIRE RATED W n67" n' " x� �. ',.,� a •� a. tir use x r, ^e a ? xry a* { r, " NOTE: SWITCH ES/R£CEPT.DECORA TYPE;PLATES TO MATCH WHITE LOA < < WW W<~�H S JW WO <F?ZOw w +L>xiO� ar+W�3w��Z s � O w�UJ ,n�rx-wwm J3 H w Lu ^ZOy W<K ~W d L (J) `Z �O J J Q Y U W I.I.J x ix: u 0 c) H u a 0 v b Y ILVC �s -0 J Ll+1 ROOM WET BAR +7 A F.F. +7'O" 6}— WET BAR LIVING ROOM +810" CLOSET A-F-F- {� „'. LOSET CLOSET CLOSET ' nP +7'0 HALL HALL +7 10 A.F.F. +7'0" _ +7'0" A F F A F F )TYP. may, ®AFF A.F.F. GAFF g {� TYP. MASTER MASTER BATH ® ® BATH LETYP. J .. DINING ROOM S � '"A.F.F. DINING ROOM F. A.F.F. A.F.F. Ec - N ti LIN . I-- G fir% I I►��19�l-III IN �7 5 +7'O" WA F F i +7'0"+7 �A F F FOYER + A F. +7'5" a �F' FOYERS 3UEST1 ®A8'0 -- dp KITCHENO GALLERY , ; GALLERY TYP K Dome ceirq F1uc,e nt - ` � I \ ��.� I I I� � t. _ �' '�?��l 1 ✓u� 14 } ity Oil TYPICAL REFLECTE Scok: 3/16-1•—T V GLA SE� P 10 '0" .F_ L / CEIL'C 1 PLAN LEGEND SYMBOL LIGHT FIXTURE TYPE ..N"1, ` ..- I. ,1 ®' �1 KLP SN115TSHPF-P (® WALL Q ® LIGHTOLIER 1102P1/1178SH © NOT USE NOT USE LIGHTDLIER 1170M1/1102p1 F F Q PROGRESS P5706-30 G 0 KLP WA240-LE 0 PROGRESS P5643 o CRESCENT CU151* ' as e a SEE GROUND —� KLP SW240RSHPF-Lr ® PRE -WIRING CEILING FAN © PRE -WIRING CEIL'G FAN BY OWNER JUNCTION BOX — — 2 HOUR FIRE RATED WALL NOTE:SWITCHES/RECEPT. DECORA TYPE;PLATES TO MATCH WHITE Jl Z O<FW F- <w3'wc� `-)<r �ZOW ILLwoo=-o < d>==03 ,nyv3ww>-6 Ww F-O(Bz 0s<�>> < wOWwd� s t��Fw X �Zo�Ow < )_00,fN� wzO w<0 d w � i I i i i m 0 a z (1) o 0 J a (f) v w u � 0 0 U < z U c� I_. J w s J w 1 � W 8 Q�w 4 _Z U WQ UU, B . S Q Z O V •g J f2c W X 0 o Z Lu vi � N a- O N y U W N < O 6 O < O j _} ♦ i F�� ML tw 4 p W A, 114" q 4 04 PKIMIN , ACII ",A IM lam off 0" 7-'ll All 11 W°hml r.12111�1'1 vi 'qI v 4, y V it, % OCEAN TERRACE OCEAN TERRACE TYP. +8'0'" (14TH) 07 (14TH) TYP. I Q A.F.F.97 + 9'0 (I 3TH) pi + 9, 0" (13TH) ()H (DH MASTER BEDR00 MASTER BEDROOM 11 LIVING ROOM WET AF F. BAR CLOSET +9*0- +8'0" CLOSET +8V A.F.F. HALL +8V A.F.F. +8'0 A F—F MASTER BATH DI ING ROOM +8'0" +9,cr F. < rc I tj I I V IN I to J ul +9'0` 1 SSED ID `�me ceil'g n�"t KITCHEN GALLERY F. F. U14 uF POWDER +8'T 8IT PAN +8*0* CL C SET UN IL3 +8'()" -"'K F_ F. - WET BAR LIVING ROOM +9'0" CLOSET - CLOSET CE TYP. +8'0" 0 A. F.F. A. lLJTYP. ' +8'0" GAFF +80" TYP. MASTER BATH rLl Typ_ L +8'0' "AFF DINING ROOM SA.F.F. LIN *+8 K -SK+85 .F.F. I FF F.F. GALLERY K TYP F A.. NO, D� ctil,gl-I vor"ont RL —I t- r UTILITY ROOM UTILITY ROOM AT A. UP SERV Ty P C*3r ponds to( A A 1 +8.0 Ty C POWDER +8*Cr A.F.F. W/H E +81DI A j + CLOSET + 0" kF-F. OSET + 'cr < UN 3ET IPJI A.F.F.IF Af UP A.F.F. BEDROOM-2 up D 2hr. fire DEN/LIBRARY (BEDROOM-3) Typ 9'0 -+A- _FF +q,O` ' V _*A!.J_FF 0 BEDROOM-2 *A—F,F. BATH-2 N OOB TYP. RIVER TERRACE �+8'0 . (14TH) +8'0" (14TH) �A.F.F. I S�A. F. F. + 9'0` (1 3TH) +9.0­ (13TH) (13 & & ITH CE J 5ED A 0 + I? F L LEGEND SYMBOL LIGHT FIXTURE TYPE KLP SN115TSHPF-P (0 WALL) LIGHTOLIER 1102F`1/11785 I 01 NOT USE NOT USE LIGHTOLIER 1170Ml/1102PI PROGRESS P5706-30 NO KLP wA240-L '41 ME; NO � PROGRESS P5643-30 /V o CRESCENT CU15W SEE GROUND FL. KLP SW240RSHPF-LE 0 PRE -WIRING CEILING FAN 0 PRE -WIRING CEIL'G FAN BY OWNER � JUNCTION BOX 2 HOUR FIRE RATED WALL NOTE:SWITCHES/RECEPT, DECORA TYPE PLATES TO MATCH WHITE g*g,, J, ma rj "A R Pj% 2 REFLECTED CEUG PLAN 1 4TH I 3TH FLOOR Scow: 3/16 WE KM w 0 U z 0 u < 'A wwy z `z < w W � TZbW —11 kL 0 wzcwz 3wwmoo,b w all z <LLW Ww(Lw 5mkLxnw3: 0 1- w 0 ,r\ �- (D X O Z��Low�-w < c� OL w w W<w "KOT�&o y�_W.cw w w (L w 3. Au, COLS! 1R E US1tfkwI!t '' t 1 li `+'. um Ebb HITE m O 7 r Q N z O h z W �A OZ �OJ Q � Y Cl) U W =W v � O r O r v Q r z O v } U P = it U cc n W LJ z i J } Y W 6 cC G F 3 J nLu h y 1 11 It JZ P p itn > 4 4 ti L: 1 t �^�v-.. ,m ^n.,✓i a •w d I Mimi I� 0- NOW t a. fil" p o 4 h Tn ,i3YRe.,iy$ °itA ". 4ehty. }bl Y Y `rye r Wt' Y',R A {"ant—" .0 .'s " r �•� a. ' .ar er Y � GM1 AAn a {5 A i }i ra.c ,: Yrudc i i"• • � WF d roy d fi y, I, z AIN ...... . pl„AS t Y { )C` x ?RM, P. N �Y .Sli• 4 v r � a r,y�, Rai a xr aa'.• i i 3 GARAGE FAMIN OOF PLAN K G - Own •2�"',rQ�c, y Y!Y 's.. . • r ��>N.::�+sC .. • .IFA ,..a ff: , „ �r .,.. • • N. 0E N L R A L N0 h„- 1. Built-up Roofing vJ aggregate au }`1" iYnF 'x ' I 2. Single -Ply Reefing 3. Hotel Roofing 6 Components as specified 4. Felt. at membrane waterprofing barrier A. S. Manufactured Coping b attachments; Alum., eepQK ` or es vele<ted. 6. Parapet cap Bond Beam with t 95 cent or as da G11d r 7. Roof Sh.eting; 15/32. 32/16. or 48/24(23/321n.) "A T. b C., Croup 1, Exterior; attach per Code B. Mfgr'd. R.gl.t, v/ counter flashing; Copper or Alum ' 9. 16oe copper. Alum. sht., or copper fabric flashing/ .1 ' wagarscop ae specified. - ,r tar. • drip/gravel atop es indicated[. ern to Codes H.O. G.lv., "it" Series by S . dplie a, �ie sad 12. Rigid Roof Insulation; refer to specifics tins-'. 13. Scrap Ties, "Simpson" (wd. to wd.) "ST/FHA/MSS to required; H.D. Calv., min uplift of or as required by Code. 14 Anchor strap;"Simpson" "ETA-14, or ETAT" (cone 15. Skyligbt; anodized aluminum, frame end glosing d. - "., 16. Cant Bd., by Roofing system Mfgr., or approved; min 4" riani, with 16ox copper base flashing. ,A7. Enr'd. Wd Tr ... c.. max spacing of 241. castes.. ):14. Typ. Cone Bond Beam-8 x 12 the. w/ 415'a and 13ties @361n c. ' drop bee. aver vL".ws me required. 19 Lightweight Insulating Cone. (. 20. Steel Angle Bracing @ 4ft. spacing, size as required 5 load.. 'c '.21. Steel Fr.mi.R Members. H.D. C.iv,, max spacing of 24" c.to Qp:, v: refer to wall sections for width'.. 8 22, Sealant, with backer rod where reg1+ 23. "DRYWIT' Exterior Nall System; as q m 24. "DRTVIT' gxtarior Wall Finish only. 25. Expanded Metal Lath, H.D.Calv., self furring. 26. 2 x. P.T. Wd sellers attached v/ 1/21n A.D's. @ max Oft. centers. 27. 1 x 3 P.T. Wd Purring. 28. 2 x 8, or es detailed. P.T. Wd. ledger pl., w/ 1121.. din. H.D. Gals. A.Va. @ 241n centers; min. 6 in. penetration( cone. cover 29. Metal Stud. as specified; size ae required. 30. Metal Purring, refer to specific: t ions and det.11s(Ty 31. 8 in. L.M.U. 32. 1 9 Be. Cale. horizontal wall relnf.; every 2nd. course. 33. Scene. finish. 518 In tk., min. (for Fire Rating use 3/41n 4. 0.-1-1 bate Insulation, or foamed -in -place urethane. y=�a mxi`r 518 in. Fire Rated Gypsum Od., tape 6 float n"hyay� i. '$6. 1/2 is. Gypsum Ed., tape and float far finish. ` 2 2 x 2 P.T, vd FurriAk ij Ja a•mprlF+ 7. x.4 or „m^a g,38. Finish as specified; refer to"1111 gave as Scheduled or as aelea ...; . 1/2 S". (or es detailed) compressible ]mint filler; m/ ppgkor rod and talent where e.poeed. r .a arb.d.l.d or selected by Owner. ,k Slbnc. el.b. v/ 6.6 .1.4 x wL.4 w v mesh rat rf, ' rbarrlar as specified. _ a set is sea last. select fill na specified.f .., '-gtructuxal fo[ Rainf. b detail lad Garage Door and track. to. '.� ding Class Door/. -Frame, refer to p ... ."yi'Sn, die. etaQ pipe, filled w/ pa. co e.; with D t. . 12Ln diameter. qt 8 inches in front of exterior wall, 11 ■, s� GKOLJIJD FLOOR MARK Room # LABEL WIDTH HGT. TH'K. DOOR MAT'L A 101 - PAIR 3'-0" 8'-0" GLASS ("t 102, - 2'-D" 7'-0" WD.SOLID CORE G 103. B 3'-0" 7'-0" r1-3/4" METAL P 104/111 - 3F-d' 7'-0" WD.SOLID CORE 105. - 51- d' 7'-0"METAL G 107. - PAIR 2'-G" 7'-0" 1-3/4" WD.SOLID CORE 1 108. C PAIR 2'-0" 7'-0" 1-3/4" WD. E,OLID come' N 109/110 - 2'-8" 7'-0" 1-3/4" 1 WD.SOLID CORE 5T'L REMARKS SEE GLAZING DETAILS Iyz" HOUR ROLL -UP HARDWARE TI 0 41\ n A :F. a vgialf DooRS ScHL4r- 1 T'SCTIC1 /cLI 3,y. mr.•a11l 'ro vc.*ec �N 511 'A' 5&• )es/cllr&ml 31n. L 112/11.3 - 2'-10" 6'-8" - WD.SOLID CORE WC)0011 SEE SAUNA MAN'F SHOP DWCS. I 1 1 I ; O 114/115 - 2'-8" 7'-0" 1-3/4" WD.SOLID CORE W00 I I 3'-0" 8'-0" - G an GLAZING DETAILS F 116. - } p 117/118 G 3'-d" 7'-0" 1-3/4" t1D.SOLI P cotr�` - 'M. .. ., t �.. ,..._ ...° PAo Lo Ic W/Hasr FP>� R 119. - PALK 3'-0" 1 7'-0" 1-3/4' h T/+L LOUVERED Ire, t, IZI!QUs tjr*EHrs B 120. C 2 -8 7 -0" 1-3/4" WD.Soup coQE bw xY w a. d ST'L' 0 x 1C" VISION PA,� 3'-0" 7'-0" 1-3/4" METAL 120.. ( 121_ blot USE j ^ ^ 121 122. ' it 122 i 123. ' - i 123. M I -� 124. ' '� �' " � '� x � '`� ` w t�t"1, x ,Fd . �";•3 `1 "K1 ik 125. EL 126.. - ... �.j�r F U1 x ry15d�4 iF I irlt'�I wY T'r 1 fH C 126. n IF, F mat 1.. ar r.; 127_ . 128. ' L IS LS a OCoIC ree rn } 1 29113 V132 - 3'-0" 7'-0" 1-3/4" METAL ST'L 10"x 10" VISION PANEL G<�o°uNoy lc rµ y fwoe ✓ Q 130. g�i�ny 3'-0" 7'-0" t-3/4" METAL ST'L 10"x 10" VISION PANE L6 _�L U11V ie�oF I 1 133. - PAIR 2'-6" 7'-0" 1-3/4" METAL LOUVERED ST'L J•1 134. - PAIR 2'-4" 7'-0" 1-3/4" METAL LOUVERED ST'L 0�'rt€" 1 *k`"ttj d+. ,!'f q a 331.3 - 3'-0" 6'-8" 1-3/4" 13th LEVEL ONLY, SEE. PARTIAL PLAN A2-2 't 339.1 - PAIR 2'-0" 6'-8" 1-3/4" WOOD LOUVERED W00 13th LEVEL ONLY, SEE. PARTIAL PLAN A2-2 "i 1ri Yam'✓; P rr .+2. '.w. '.I(ye r � a^.Yy yk :.. �" i Y e j f rn r<r" ,v*4 -LFp y C � .dv' Tv(t rye'' .4 1 1 µ eft 'le' v. i•r• v -i`tYN9 ,i Y 5. ✓. rw. 1 �N! R. ti , d -w,Ans, :ton rk-.iti�' "4w _ nr y^Hn Cl, r•. ..a - o 411 " x 1 6 401. - 3'-0" 6'-2" 1-3/4" METAL ST'L ON 10" CURB�rY�Ld,`. 6 402. - 3'-0" 6'-2" 1-3/4" METAL ST'L ON 10" CURB A 403. - 3'-0" 6'-2" 1-3/4" METAL ST'L ON 10" CURB, 10"x 1 VISION PANEL'" II did t e rv'�r sr a' � GAKAGE5 G101.1 C G105.1 - G106.1 - G105.2 - 3'-0" 7'-0" 1-3/4" METAL 3'-0" 7'-0" 1-3/4" METAL PAIR 3'-0" 7'-0" 1-3/4" WOOD LOUVERED 18 -0" 7'-0' STBEL NOTES: 1 - DOORS ON LEVEL 13 AND 14 ARE SIMILAR TO DOORS e 7YY. r-1 > . INTERIOR DOORS ON THESE LEVELS ARE 7'-0" IN HEIGHT, EXTERIOR DOORS RE 2 - ALL GARAGE HALLWAY DOORS ARE SIMILAR TO DOOR G101.1 3 - ALL GARAGE DOOR LEADING FROM GARAGE TO HALL ARE SIMILAR TO G105.1 4 - ALL GARAGE STORAGE RM. DOORS ARE SIMILAR TO G106.1 5 - ALL OVERHEAD GARAGE DOORS ARE SIMILAR TO G105.2 ST'L 10"x 10" VISION PAN I ST'L WO - AUTO.OVERHEAD GARAGE DR. p , 7`1'PILAL FI-OORS Room 14 LABEL WIDTH HGT. TH'K. DOOR MAT'L. FRAME REMARKS HARDWARE rH o z3f./201/203 - 2'- 8" 6'-8" 1-3/8" 6 PAN.MASONITE WOOD TYtlul_ U.o. u goo LIDOx US 2G•KWIKSET/IDS 201/23C - G'-0"6'-8" 1- %8" WOOD LOUVERED WOOD BI-FI 4 f At`tEL202h1q - 2'-6" 6'-8" 1-3/6" 6 PAN.MASONITE WOOD 7- 238 - t 3-0 I ' t G-f� 3 1- /4 Mfi-fAL ST'L f0"w 10" VI St OVS P1N£L rev- eo9E P-tECAkz -i mre'pu n�sa "1bH6 FI e.l,-4vu"'+d 10 Y}t11 F'1 237 B 3'-O" 6. $' I - 3/4 So�ID coFSH•BFacH - sr'!, 3xIF cluSt v�c� PtELSBFL _cNl+onE Ft V. tA:-F1eea*'-6rWl+d ie RmF W j 2031234 - ¢'-0" 6'-8" 1- I/8" WOOD LOUVERED WOOD 1-FoLD-4 PANEL _ I S 207/2-Zq - 2'-C" 1 6'-8" 1- %8" HASO/J1 Tr WOOD BI-FOLD- 2 PANEL - B z18/2,9 .311 G'-8„ 1- 3/1 r1A5owl rF- woo p 8 i ' GLASS ALUM. WavYr LGI S'�l1e Os�VE �R4,FSAs+t. NLf:=Z, /SCo%trnN l k w206/23o 1 1 1 I I F' 208/ZZ8- D l 1'-G" 6'-8" - Vail MA 5o PITr- I WOOD I BIFOLD DOOR - Z P4N4UL - I R 209/231 - 2'-8" ! 6'-8" _ 1 1-3/4." we fo, 1' t/vf=a£D WOOD Kwl icS E r- 1 1DC] LJ52G/ -T oP � 224/213 210/227 - - PAIR 3'70" 16'-8" 2'-6" 6'-8" 1- I/g" I-3/S' nAalaNt MA'�dNItS WOOD WooD 131 -FOLD - 2 PANEL ASHIey 00y+on •Qo1J200I.tTAAIVCE Scr- PoListmpcHaonr wir5.tRlkE fi N 213/229, - 3'-C" 6'-8" 1-3/8" 1 6 PAN,.MASONITE WOOD POCKET DOOR - I i3 i Z20/2Z Z 215/217 - 2 -G' 6'- 8" 1- Sig" I M A 4oIQ I TP WOOD B I FOLD - z pq eL �71-22,1 '. �'-�„d G' 8 1 3/£' i yJal:7p � vFKEO WavD I Bi- FOL.D- 2 PANEL I I I jj 1 3 LJPGrzAPES K 2,1/22G - 3'-D" ! G'"E3 1-3✓8 IO 1.16HT PocKEr FRE cRcgnE 1. 2o7/Z29 - Z'-8" ! G' 8" ,-3(g,• 1, „ 11 0 207/229 - 2'8" G=8'1 i-3/g^- f1A5ou1TE-R.-,I-ET- PocfcET 207/27-9 20g - 2' 6" i G=$" 13�B" PIA 5ool TE- Poc IcE T' WOOD Q 203 - --0" I -1-0" L.IOOD - AcCO RD1bh( - _ 203 - PAIR" 216 1 t;` g" 13/S" 10 LIGHT POCk H7 F¢Entcµ Poc K6'r Gj 21G - Z6" I 6'-8' BI-FOLD Mt%PoK U 210/Z2-7 - PAIP_ 21U" CPIs'• / peE_N�v4 BGr� Zo so >jAN. L,{N)av(Q 41A✓■L FAIL _I IPep I I - I 1 1 1 I i I I I I I I ' I__ < Y } www z F Oxwa wz ~�3w~ox- J<FF-Z0W 0 cs q Wwwmo L>xx00 ,n� J3ww> 0"wc >>oi i,"002wdot nOTWwnJ3 � x z�tLJw�w Zo m� DO 00,�WZw WzOOTZCZO W W W< t:i d � � m w Q�S f /v' w © O z� \ T 0 � Q w X J ((� n W r 4 O1i a . /1 ti. Q a N = JCL o y<W N ry Q p r17 J j I17 4 MARK ROOM NAME FLOOR BASE WALLS CEILING 101 LOBBY TILE TILE OIL BASE SEALER FOR Vok COVERING PAINT ON GYP.BD. 102 OFFICE CARPET WOOD PAINTED GYP.BD. PAINT ON GYP.BD. 03 FIRE CONTROL RM. PAINTED/SEA-EC' CONC VINYL PAINTED C.M.U./G .bD. I PAINTED/SEALED I-ONC. • _. / D. PAINTED/SEALED CONC. 04 STORAGE PAINTED/SEA_" CONC VINYL PAINTED C.M.U. G L 105 TRASH ROOM PAINTED/SEA_- CONC VINYL PAINTED C.M.U. PAINTED/SEALED CONC. 106 HALL TILE TILE OIL BASE SEALER FOR W CARING PAINT ON GYP.BD. 107 j CONFERENCE Rti. CARPET WOOD WOOD PANELS PAINT ON GYP.BD. 08 A/C PAINTED/SEA CONC. VINYL PAINTED C.M.U. PAINTEC/SEALED ONC. t-I�N's IzN. CERAMIC "_E CERAMIC TILES PAINTED/SEALED .BD. PAINT ON GYP.BD p yam' 10 } t# a 11 EXERCISE ROOM I. CARPET VINYL PAINTED GYP.BC. PAINT -ON Gl'P:6D 112 wOME J'S SAUNA SEALED CCNC. N/A PAINTEC/SEALED BD. N jA ** ' 113 MEWS SAUNA SEALED CCNC. N/A PAINTED/SEALED BD. N/A 14 WOMEN CERAMIC TILE CERAMIC TILE PAINTED/SEALED BD. PAINT ON GYP.BD s 7n 115 MEN CERAMIC TILE CERAMIC TILE PAINTED/SEALEC .BD. PAINT ON GYP.BD ha, , 16 HALL TILE TILE PAINTED GYP.BC. PAINT ON G °.BD r Ms a` 117 NOT _ ut'iE �s 118 1 STORAGE/TAN PAINTED jSE-LE: CONC VINYL j PAINTED C t' U_ G PAINTED/SEALED CONC. W� r* Wawa 119 1KAN6fi VAULT eN PAINTED,SE=.LE. CONC. i VINYL PAINTED PAINTED/SEALED CONC. v H4__ PAINTED/SE-ALE= CONC. VINv� PA�NTER� + PAINTED/SEALEC CONC. `klteHEpj CEEArIIc '(II.E-'(ILF. �i.°r`1'�.= .x".s .e(-: .I PANT otl GYRBD c �, 126 ^F e{ k ;„ •z { F �l ., xe x .�' '�"� 9 � Si � s (,' � nx �i '.y'K { '} ,� � d v 127 128aik �`J,x.v ;'`�'1~'� s �>✓�E. � ���� ! vt^ � _ ur ' F ,.fir .%'"iia„'sl.,, "«� i> 129 ELECTRICAL RM. PAINTED/SEALED CONC VINYL PAINTED C.M.U. 130 LANDING I PAINTED/ SEALED CONC. VINYL PAINTED C.M.U. 131 LANDING PAINTED/SEALED CONC. VINYL PAINTED C.M.U. 132 HALL PAINTED/SEALED CONC. VINYL PAINTED C.M.U. 133 WATER PUMP RM. PAINTED/SEALED CONC VINYL PAINTED C.M.U. 134 GENERATOR RM. PAINTED/SEALED CONC VINYL PAINTED C.M.U. I 401 PUMP RM. PAINTED/SEALED CONC. VINYL PAINTED C.M.U. 402 BOILER RM. PAINTED/SEALED CONC. VINYL PAINTED C_M.U. 403 LANDING PAINTED/SEALED CONC. VINYL PAINTED C.M.U- PAINTED/SEALED CONC: PAINTED/SEALED CONC. PAINTED/SEALED CONC. PAINTED/SEALED CONC. PAINTED/SEALED CONC. PAINTED/SEALED CONC. REMARKS ,CARPET;WAL COVER. N.I. CARPET N.I.C. 'WD.BASE . GARF'L i N.LC SEE SAUNA SHOP E WGS./SPE SEE SAUNA SHOP C WGS./SPE SEE INTERIOR ELEVAVALL MAT SEE INTERIOR ELEV.IWALL MAT PAINTED/SEALED CONC. SEE MECH.SPECS-OR ADD'L. PAINTED/SEALED CONC. SEE MECH.SPECS OR ADD'L. 777 PAINTED/SEALED CONC. - I 501 ELEV.EQUIP.RM. PAINTED/SEALED CONC. VINYL PAINTED C.M.U. PAIN TED/SEALE9}:,,CONC. SEE ELEV.SPEC Y�iS G101 HALL PAINTED/SEALED CONC. VINYL PAINTED GYP.B G105 GARAGE PAINTED/SEALED CONC. VINYL PAINTED C.M.U. G106 STORAGE ( PAINTED/SEALED CONC VINYL PAINTED GYP.BC. NOTES: 1qq g .; 1 - ROOMS ON LEVELS 13 & 14 ARE FINISHED SIMILAR TO ROOMS 201 THRU 242 AND SHALL BE REFERED TO AS ROOMS 301 THRU 342: 2 - ON LEVEL 13 UTILITY ROOM 231 IS DIVIDED INTO ROOMS 331 AND 343. WHICH SHOT. 3 - CEILINGS OF TERRACES 339 THRU 342 SHALL BE PAINTED AND SEALED GYPSUM, It TO ROOM G101I. ' 4 - ALL GARAGE HALLWAYS SHALL BE FINISHED SIMILAR ROOM G105. 5 - ALL GARAGES SHALL BE FINISHED SIMILAR TO 6 - ALL GARAGE STORAGE ROOMS SHALL BE FINISHED SIMILAR TO ROOM G PAINTED/SEALED GYP.BD. PAINTED/SEALED'I GYP.BD. PAINTED/SEALEDI GYP.BD. SIMILAR TO < iwi z Z='0<, C O�-w wz JW ZQW T-10 LLww10oA5 wv�v O< <ILw�wwd°C �pIwWmJ3 x zZ�W��w W sZOTw<� I i i I v ' z 0 m Z O W V P a c J < a 0 u c W ~ w E - O ULI U SE ( •CL V < p Q p < O co i r a USG ` "o III f studs — locale jamb anchors as required — anchors on strike side to occur directly opposite of hinge side USG canner fastened with Wm to StRil SUS floor anchors for 3-piece frames, secured with partition runner A io less than anchored with two two suitable suitable fasteners fasteners elevation cross-section through frama 01- TYP. DOOR FRAME s�is ..k. /gi` nax tra i°�'��.E i �; 'sv b '�4{ ,ta�'F""AM 'b Y•e.. i ng mt� Mid♦tl 5e• nHx Y+• '\ m1n. jamb anchors hime (iumrsneC sitf•trartrl ,mnus '1„' two IeSW USG ST20 SW4 SIW$- sq�� s ,.� p 1 a; 24 d jMl1d rd710 v3*` r t �- �: arlctkv .; g jamb aMrn aatw jamb �_-• _spot •.: 3-pku '— grou ki ock down USG ST25 See' USG S i sa we , y ymb ueet studsgn s dtZron dOOhOt 1R ;0es (Ea19n van is x I rre *f ffiaCT this gam ppy dlle[ Gold ja'M 4 - 10 *WI fl t t Stud- - mill, "s r 1.1' spot SCew it t_ + +oyn;nsojrDng p.•hlti o1 1 rT''er sc'�}f C 3•- It � a.G1 ya,ataaw•nagrf ��wr x'x xt + e•'r "t.�t ac01:51rC1 li > +t'u'.«' q 4R n !Gt'YSY�^ °I' Y J _'_ ___....�^._ ,,6 r , , ,,.. _, . + f xaum aamchmeat bad table +' ti5 B4 kk Ir �t I �Mharewr an.r � MA b99r+ 'rma rrnM s�'W-"p - I' M" ZD rB >0 Im M wVn w 3.16 i51 �.7s a M'r All 178 50 222 noc>,. w 615 40 178 Bo 26t ..� a� N 3.18 'R"gr�wnpMMi A 311 — v5 _ 'As 4.n w 0.3, slz5 W & 155 SB9 So 222 I'm 125 556 t�5 TIB W 356 r1,.fal caM 'R'0ypw,m Pv+alB 5T25 mr ma or 25ga sre ew.n � a ffit IM 45 USG T1p. G m.• to J16 t35 Tym 1S.12bugle r*ta.vw,. ST20 sbi .0lEIXa 2P� .,�..., Jo0 USG 25.9& n5 TTB 200 ®0 200 aw- 200 aw 250 1112 750 1112- e.oOW n•..mart Y,e a.T6 ass 9n0 bH w N:� Oo4..nea w -6]5 le --4' o r15 \\\ `0 svxm9 4, -0 O.r. rfda mat_ 24o.c a{wxi A{{tr r aS n,A r3�C,tlSom[ + x "�'.. I n .�I": 3:u �: a �. ;-v... i ti�(M fp x VIG steel stud framing systam ComJ'iJW:s wood I i'.•a++"'a�'+•:,�"_,, YY $eZI4Rd apenrr>gs ^ 'Uoss Saca"1 d3'nc 31 Z,r 112•bnV) Its 11114 � �K : a N°'p ttoss sacryou usG st!zr stud ,..� %• SHEEROCK bW ¢ r 5 .. "" • 69.,'1`; V�d _>>•-o ► U c r W O s < r¢i 4 0 j r Z U O t- a a Z O 4 a w i r Z 3 0 t Sso o so ! U ~ W ¢ O Z W W Y i W C W 0 W i W< f G O ¢ t ! W U Z C O < > r O Z O e tO W U < Z ti O ~ = W t yaj = U ~ < e ¢ < {Y X Z = W C Z U f • a O ~ Z � still 0 c ¢ 10- a o IL O 4 Ilk l�ry� It As f t g2 g � i c 9 t s k y 4 1� , •' t 1 b-a ' 1 o I i OZ JO < � A Y v r �W o W I f l/ L1. 0 C O r U < 0 1 1� Q• Ir • r°� (4 0 z ti `-` �• a m ¢ W Z P-? n.•.1 � sn - � 3 w G 4 � `' � 4 tf7t? ... .sails, iata stngk .ieyer _ wood or sleet a OUROCK hIe DUHOCKtite ��,e Cti file 't1ROC(tite backer board — hacker board—' �� board — ---- hacker Ord furring 4 DUROCK or DURABOND�` Y� DUROCK pr 9URABOND 'i DUROCK or 3lJRt.QONO �r r tX r?UCK or 411A as e� d. type I organic adhesive type I organic adhesive type I organic adhesive pam type t CK or c ask ' or latex fortified or latex spastics or telex fortified r Y�s or latex fortified mortar frond coal -- mortar pond mat - — - mortal bonrtcoal I < mortar Do.1d coal Y4" space file— --- the --- < tile -- t caulk Y4 space--- caulk �� wood or t tub rim reinfoiced Mortar bed-- I steel studs f leveling guide caulk ---- bond coat 16" Oz. relax -- hwring as recfd.— s.. _ .- .. shower pan or membrane — tub cesnentitious or reinfor,ed 41hower pe.rl plastic shower receptor typ. tub/shower det's. @ drywall USG steel stud 1 "USG type S 24" 'Screwy max. ,, Y2"or36" r 2'6"USG fe • vx steel stud 9Yp sum board �r cross brac ,ark t:" cross brace 4112" x width) 1e ' type S rew attached fan tread ., . gypsum brace steel stud brace ;""iI I aan head screw-•�� l 214 " USG ( steel stud stLe! Stud cross brace--�' 1_ �� I <I��2Y2 ° :)SS Steel . tfr,ner steel stud 3 runner brace ration ---- ----- -- -•--- - - —acoustical -�,erfi data des ripban dr est no. - _i STC descril r�,4w4rta. 11 4HEETROCKbrandFIRECODE'C'9yusumpan,05--2'.Y'USG 4i TL-69- layer panes ea side appl reef 8 some+ aft- ..a Based, sound atten free bits -pints fin-perimele Z' blank SU mi5,ddlh 311g -ev _ EETROCK brand FIRE.;ODEgypsum panels 2'k'USG studs 55 CK.684 r FIBER. sound attemfire Wf—2layers--ba>e la; er 53 Based i t , and pavers screw atl s/e face layer sc, ew att )oar .s paners- --`e t Fre rat 4d5ed on T 1174 OSU wt 7 width 41/4 - "b �z'd. 4 T.,a g i.q `y 2Y yrergaq kw A' , 5, y FfRti,. C"gyJsun 55 t b - EA sound etlen-fire bikts 54 >,4Crev art one side —caner., ",°,.'"� Ncaulked--UL Des s451 wr 6 width s panes-2th'USG 60 SAS Vert 8 B 1hool Vert a 41 a _.. 3 r :,._x � •Yy� rox t'.,.,:;. A . *, ,, E.ld, w' hOJ1 rk rr 5rartl'4 4 >r . ...-. ;Y 1' fS Y o� = o I 01 S�♦C:'fnDTM r G i ORD00 Co+E mLK. 0 I _T `f r '/t f ... pane! to Its Meth Cal Slut; of rt Y. „kf5G`H-splwre rmere Mau heights' .Y ex.aam available hoe.• [aml hDw &a sl�E •.- C r 1 !' 'h' SHEM, OCK Warli RRECODE "C' gyrtsrm I �I r miners a IMPERIAL Will Nerd faction rIRECODE "C' gypsum �z a o hlse antl r&tCer finrSt: i d" i Wet 0o z-t..USG it k11/ jJyp+llti iiaer panel •� >I fj ; • { pypswn panel ant is �j zew - anactell to / p .) renicidl slurs 001 VDWlions Jeer 2" " 75' t i, r '-USG stae! J-nn,er JI nun I!\ rT se2lent-see attic Above be" section Uhead, iolditig past t. (laarge) —Lorry USG SIeN J-11M�C A6T81' �7 h rgWroRment aE-su i Outside :oR!?r inside comer s4a an! , r+he^ rnei3, angle — — _ J r I - Ar-atraCr USC: see! E-siuG , r t N J runner — t Yr well tunclien typ. shaft wall det's Utyp" cavity shaft wall 314 fI , 0.. /^� M UL i HR. si1n. - ( 11 \ 2-.3 HR. I7L #904 3 O—P 3 HR UL 0 12/910 1 to 2 HR 00 UL l 906 STANDKRD NOTFS : 1 Gypsum Fa]'tcard ; Be,c4,ng the U Classification Marking ,as to Fire resistance; it/2 in/or S/Sin, or the backer board -as specified and required for Fire Rating as designated or required. Refer to Specifications and L'1. Is or Rigid Foam use sound x'wb^rc noted, or Insulation blankets -thickness as''indicated on drawings of as detailed, but no less than l 1/2 inches • Rigid Foair,ed Plastic ¢ W H 2 Z < Z O ¢ o. ¢ It.x W W O 1- z ¢ O ; O < U W i t" W ~ i O z W f z U W W ¢ -Cf ¢ W z W ¢ < is W W � a W W n • O W U W z ; W ¢ O ¢ 1— 0 ~ < < e W e U W < O O 0 W O ~ W < W } M W < ¢ e z ¢ < x U x W a0 W e W =1 ¢ 3 ¢ U O W z O a O OL ¢ O M r l I O I-r I z z z ! W r^ �0 I < N it Y W 1 o a: 0 I U dc U 1h W 'Y j.. 71 CLaSjK n tALED RIXIT�D t:u',a e€ IF k i 1IMF `sa a ,rr c PaNeLS_AS 5CL`C1EO� If' ' II ? MIN SLOE al °'I���� 4 t6+7 ,` x'p` t �',i x 'I D 1 t rk1'�o- &} 3`ss'�'..�-zy""`� 1�. �+',tnq �a I r {^� at 3`.e�y �"x s fi` � � �i•.t. y a?. M !ti'^fiy fi ' -- SuaStRUCt�,'l:30 �' L)iRrS A5 `f4Vi STCUT 'J� ISO LATitt 4 dROV19t AB'S A5 kEa0. ------ Sot-r-LT PaneLS a Y` �Iv .4 *' -1 V `; ! ¢ g� ,i4• S!C`K vi'9 l {. _ h f : 7 i h '�,. 4 % t t {} our la' + RteEe ra sTeutr��aG... 3 F i. '� 1�',r '.',.r f",+n _x A✓ »^ ?wTM `xP�' � �.k :^., r �.j ''t +..:- `,-� zl ,7..x ,.. * „/'`, p^"^' `fFzf,;' �� " it jk?*'Ks J� �-��y: m Gl �,�" l IX5 i s r :) r :v•y y`� x &'Y !')y."r ,y tp °� 4 �i"W"rnp @ c t .3t °{ y "`n m frni•44 i;`+ L =. .3 :+:', v-'t,'x.;�,-ec .+r;'4,.°ij'�n r uY%'5:.='i!f,r+, d., E. .Se'. a "*: ro?-..'Y(, d r•.hi.,�.w.`s'+ Cant U L: (A- 4"rM ".c1+Qs t ) .W� "t nW �'" t ..'.set``r 'r 5 04W. '."�ds6�"�.t x�, h s;, p/ter ter d A1 I 12 / I 1 ` I � 4� 3 I { 1i sa a 3 '�tt,rl Q k t 1 f x axi / - ✓ y ° _ t aYy, , N c #I'+TP 1'S. k �1`' J 4 I t _ &!' "M � r 1 I I J') j .�i'I � Z '..I.lh4 :C/iMg Li " rc. �, A�X�� '�`i'si✓ e ) �' �.4 � E 2 IN 6 ,3hd � `" ° till ;fs �J '1+ ,^ I ( 5 2 t :'t �!t a r2`;�.� } � r '�r.�*ar �'¢ + � ��`x yter�xt.. 3y�•�LL��"'. #" e e n,� €""Td a a '`2 [ sk"+„ 1+i pux •{s.r ls.. 3 #. �i^I3 s, ter =3 ,�•W,TM 3,t tf Sss "`=:N" xx � .�.:;.�.'�t�k� s� �'��y+�:r7x`$'a4t ul±i ` w i.. m �,TrE �a t!��,'t.�kx 1 -` 4.�K•-m, r. ��� ,y.hys��r ,,, f�ssl' d ay �K s;.�}x[ ��i�"J; 'f' � s �. t f i.* 6,,1 w ' QL_�' P L [ �. x k � I �I . �I t ,) � ,�„ ::%a x -kt _ ref x •..si,:r I x t-. 4r+n ,..: `#S`t 't' i � �/•� `.'k K,&.1!"f 4ml :z + ,'ax';. tr;3a 4 A.q., , "tees _, T4* a ,r x >*' I t ' v 'N I _ _ i 4=a5'Y��^` ,a'£��vya q4 e, )^^` � "%,+�` i w, ,=i�'I� � k. y�� "�!°4 f # .��•' r . '�tiz ki-,?#' . "''. F i etM 43 Alf, -� - i _ .� a • d- o r- � ' . � -r 12j1 >< I Len CadC. �QDUIib �)4�Lq ja 5Tt CIPE pILLID WJ Cant. tibE r 5 bL9 rNRU PIPE 4" FRal bASE ) ....._ ..N ORTECOCHE RE ISO" S� r II r'_+°aFtyri A¢ //q\\ a (e .pr t IIt F "q{N'vnf)"f x, l2 f It } I, e� I j I It It I I I { + f I k I r ,. jV { Y N ) .t { d' { _ Ua 2r ,., 5 MfL RFC NF•F4 R 4 5P`_:b. MTL h0FF_IT J 6".11". REIN F. Cad c DOUK Ta 5404t LOL-TYr SECTION. GARAGE CANOPY ua �G`EK T1 .._ .: _� �t .fie .. Yx�:a .. .�s.. mT_e§....,:., ,. ^) v.........e. . ka. ud,<, . { *... ��„ .hit` m4 �".rv.R{ c.:., � t•`v� fx. ®ETAIL ROOF PARAPET 3 - y u' 5,{�,*% iF , rV, r b ` ;*fir V' - h.{I' "i �`1%+�° �ir:'S 1:1tY�4:mc{3 G C M 1 t A L M 0 T a S I. wllt-ap Soofing w/ ["reset* aurfacL g a I.. tlaale-sell Leafing 3. Natal Aocfics d Cspon.nta as specified k) A. ral" or ,brans watorpcafioa barrier S. Mamef"turd Coping b etude.[.; Al... copper or ....1"td. 6. hrap.t rap sod R." with 1 /5 or.. or .. detailed y, feel Sb..ting: 15/32. 32/16. or 46/24(23/321s.) "A T. 6 G., 0[oup I. Ker."ol; a¢arb Per Code a. M VV. Isgl.t. w/ comt.r flashing{ Capper or Alm. S. I6oa cnpp.r. Al.. she., or cappor fabric flash Ls/ "t.ratep As ap.cifiid. - 10. 16et Copper, Alm. drip/Sr.r.l atop as /Nlcat.d; fat. ad width to cenfore to Cod" 11. Nu rric... AocAore, B.D. "I,., "Us Series by Si.".-'; ,7 . An r.gelr.d U. LLgLd Us( Immolation; r.Z.r to syecificztlons 13. Ste., Ties, '3L.y.oi (W. to W.) 'TT/TM/MSS/MSY on regwlres; N.D. Gb., .1. allw.bl. uplift of 500Lb., or an .q.lyd by Cad.. LA ..char rtup; "3LNooa" 'RA-lA, of 1TAT' (cony ..laded typ). 13. skylights t*odlzd aluinm. frr ad gl"ing an p 'd. Is. Cant Is., by Sooflna 4.rem Mfir.. or ap,row.d; LA 4' ri.. .1tb 1". copper ba.. LL.Atng. »m 17. Z.,r'd. W True.", as. spKln1 of 241n Is. T". Coat " 4ss-g A 12 ins. ./ A/S'. and 13t1" 03616 t.a. drop basis ov.r wlMws as required. 19 LSghcwdtht IawLrtna Cenc. 20, Steal Anala traciaa 6 eft. .p"lnas size as requires for toad.. IA' ..to C. 21. Steal7remlns MMare, S.D. "IV.,m Spacing Of refer to well sections for -Uth'S. tr.L. stations, .t r to" u. s m betbr rod wb. • 23. 'DMIT' Ist.rlar Wall System; as spaclfid. 24. 'DMITe 4t.ci.r Noll FlaLsh osay. 25. Cap.dad Natal Lth, g.D.Calw.. sdf furring. U. 2 a F.T. W "Linn sttKboa w/ I/iLa AJ's. 6 W dit. u.t re )` 27. 1 a 7 T.T. W htriag. 2a. 2 a a, or .s detailed, F.T. W. less., pie, ./ 112t.. die. N.D. 1 "IV. AJ'.. 12diu centers; .in. 6 L. pe*.trstlen( town. cover) 2f. Martel scud. an .p.cifled; sLa a rq.Led. 30. Metal Furring. refer to spacifleatiwe sal defsils(Typ•)- 31. 6 La. C.M.O. 3L / 9 Net Gb, borizeetsl wall reinf.; erery 2d. course. 33. at"'o finish. 3/8 La ck.,*in.(fer yin Rating won 3/4in Tsa 34. 4L3 batt Is'ulAtiaa, or (oral-to-pl.c. wr.th4ma. 35. 5/4 In. Pita Stetd Gypsm'd.. uNo 6 float. 36.. 1/2 is. Gypsas 314.. upm d*d flans for fink. " 37. 2 a A or 2 a 2 F.T. N• Fortin{ 6 16L sense". �� 34. Finish "'Notified; refer to Fla. tch. { 31. gem" " Schduled or as s.l.ct.d by 0w49. ' As.. 1/2 1,. (or " densvied) co.or..aib is lsi., flllor/ ./ lochs, ref sal .e;ane wens .'pass. ''11. ►L..Flear se och.duLd ter eevsctN by ]woe[• " 41. ♦ la.". Came. a1zh. a/ 6v6 "'A A wi.4 w w "d vier I n. A3. 6 nil ry.c►err1K As specified. r 'Y N.'Threnboid. at La ".lent. 43. Cmpa'ad select fill as a"a1I1N. '46. Isle, " Itr"turel for gelaf. A d'"Lls' 47. 0,411asd % .., Dro' And tr.ck, tea. 46, ilLdiag OtW Hoer/s-!teen. refer to apts. 0. A la. 41A. .teal pip., fllld w/ p . A. 'I with -' ',.•bare *ia. of 301a Dye. a Ill* diameter. tea{ g LOAN., L franc of ..ratio' a11. < r w1� W 1 W Z Z2�"4�'OL O W ez JQ 31: Z w L K Z OWf WWWTpO< trey J�(pWr�. �s<0z F <IL W°(Ji1Wd� WmJ3 X F ILJ W�W z r O a-W- WZ�?W<° I I 4 Vl �l V [i J w F ry m F I se Dr L' T 1 z � (m< wJ V _j Z W X N Is N ff i LL N ¢t 6 ¢ O < G t l To i V1h- rL Tj h _ I �a r l oo ace o i o rail ✓Iril �:! �. �2 1 TYPICAL APT. ENTRY -JAMB 2 THRESHOLD ,ENTRY DOOR) FULL SIZE T HTEMOR w000 fl ?— wr*,�O. WOOV R dOOf. l d DOGK 7 C TIL y -- E— arvrtcn Tact �► L ft ,tfkx Two = �{ � x7 .+ otr SCT _— -- ----- + ��T-�--+'�—r�---*--r- ! t!I!f!11!!IIIIh^�4� Alt! n'�1-" 11�!!II{i�llhlllllllf!I�'R'!(!!!1111 co«c_ Xis Oil .' ( -� � 'illy, E7G cs-^aC 4114 6 THRESHOLD 7 DOOR UNDER 'r . I� HALF FALL SIZE HALF FULL SIZE _ 77EU CTU.ZE (_riri' k stk. j µ 7011 � N t':ir�•Y fJ�%*i a f r. TV t 30T. ; U I� Y T. Am rKTsi 5.TLR q � 'MOOJ Jena E r ice_ ZVA1 1/2er LXD WOOD !.T Or ---- is, • f - 1 yr woos x'n -To r�cR_ aTA. 3� JAMB DETAIL W/ `vVD TRIM 3 ) JAMB DETA �LONC t0 ,oe/a4L °Xr HA IUM Ahi Hoc - M', JAMD 6U'C 601.I0 4) JAMB 1(d STAIR COLUMN.) 2. 5 )JAMB DETAIL, q MASONRY � E Q I 0 a w o z .J J 44//o Y 0 x > t :r l!1 o Q 0 U C z Z U � i f a. 1.•1 (,. JJ 1.) . *Ai Y y ^� F zx CC fm k6t z i < Ar U < < S k < aJ a o p :. ,.. s '.... .. T x WIN F F <, ry r l• y ,S t yy- _ a < .a. .✓. _...,3v..S..LYFi'...r�.�aimP4�.vA,�. �., .. _.. xe4C_.... _.��I _ MINd. METAL DAM — — ' SEAI,ANi I �6NCdETFRLLER ___! R'. JEMBRAN' \• 90NDINC AL NCTAIP wE�D � ' �I11 I�J I h wSUUTON — D"Ir V,,oc e ~ m[ aar1.•LDrt an ] .je0meln mF Me_' +m Ne+ems a nama mac RasnuM type Ddaua me WD.MMY el mw aol"w'i D'e is Yom S•M.-K • n; memDn Deng Ra51roD .,.n qKf. DDC]rl De'a:; muL M Ii.M al me Deer, �� - ",2LMD m1I: b• MDn W.MYet DMsiDle an0 mL9 a ]OJK f00� IIp00 kK Pitch Pocket jr- _.. 2 RLiES'� ��. •—COUiiEWLA"I G EAOM Lw [ F MEM9RAME —900A ADWSeE MOTAF ASO Nktcm SEAM CAM I —_-_ PLC b 6C0.1YW NTO DECv. (`rIND eurtactUoKmg2' 1E" t yppm vnD Na Epnal'. DIjh[ MemD]ne 11eeNaeday rucn ; memww,e "h DNres b sC*M 4 Falips mt5 bt i r...hm OI 15 • kM CI E. w MOD n .qn npf ]sODaf D.D pSn hIC DO 171mlmmu •"DIT n F.{ ' q, l� � R �'• E x CD• SUWce.an w Mull ` "• �Y ,S a, s Curb Flashing A Tie -In to Asphalt Built -Up of "4X" 2 �.EL su—s sau.x iww / Rrv( -y �EC-..p i. TO Ta.w :.- �owr. roDaAw F ' wit .._ i PANEL STARTER ', ,#yy�AT ' NG ti.JEAWAY CLIP ---- � VSTH FASTENER 1 —PARAPET WALL I --SEALANT �— COUNTER FLASHING .�-- POP RIVET ON 1'—P" CENTERS 4 aE PANEL- 2 w" LMt �9, 'fT&rrwnE yn@� Flirj AN I:, RF A If'J)IV Dj{ iv.4 rli. t y i u v� { 4f v M 1 I� t m • • s, �Fr r J1 I � I Ei y 2 Ij [yf 7_J 4 I tl v j L i � <i 1 is T i 1 M 4 p _1 ix wC< ti1 4 sK C-- fJ < QC < I I .SSA' a 3 T , J Hr"A,D @ ROOF EXP. JOINT, TYP.. TYP; F Fiv TF k � k k 4�Y 4 alum trim floor line — ae51 d`4 3 Jfi Vi 9 25° 19, SIDELIGHT dh.. t :wns DR JAMB TG STILE Ca PAIR O T Ie I as°v aC " HEIE D s 'Nl-F�•a: r_t:'i4TE cons cllor dry rit sys. - 4 Yy 6 TER VERTICAL �. i' I I 1 ' 0. I � r O Z C r v I Z O ati^m,� ;yam, -- - - - - - ar x if -itto i4 -� QU \ia J h Ado LoHG _ _ tLiloReiGl;rtt LfG,hi h _ to LoHG 1 t Le — � r Luo,2fr�G�ttT 2 l Uo-2� $ LIC�HtIt( TUT -� PLU0FZi.:7GF.HT Wcwr t POL1�I+tD �J(JINLFiti'1fEEL °Q �-G 12cGE57 REFLECTED CEI I i i - C I - i FLOOR PLAN _rc o LING PLAN E'PW OW CtRAN ITE iz ,"�,w�- .' An t I 12tl - I _ I t *t- � W W 6-1 i I t tJ T u ELEVATION Poi I�H 7f;AIHLr--A,S Ile" 6!�"oHP I�GFI OF, 3 < �'a� PoL {StwGn �fa,INL4� 7%I:�L. NANDr2AIL � t-AM. n I C I II 11✓�i'P LA �j�,�C,t TY�' n 1-„„—IT } —7 8 • ei 1_$ I I I >• . a I- •I s .r P . f I 5t I x t t$ I __ sLinlxy os-s xo Sir A l �' 3 M:?�`an ! Y r`. F✓ r- t 6 1 k+, Y T„ty y T t, +a ':."Y°XR`,?' •�', r;,...!�#^�j° �-a. f i:... a.'�z ,3 �' 'T I s`se -R � f�,.` , M I� �.1RFLPr1 I 1 � 3L --t ,4 ! f AEG Li jitl tit ~ h1 0 Fol.{�r-!6� GiJ C..cM.E GG �M F� FLUoI2 i,6 HT LIG {I ETA1L A VAR16S YI ff ro F XU UNIT ! bcvs4urr3 �i�u1� Si�ut(Es: atL..- G S Q > J\W S'S Z otiwa~WWW 00 �IZOW + W WJ�OOd J ' �w3rW-smZ o � G<1 QWw.oWwdoc Wn0 0o1W ztiWJw�Q-W 3w�w��n o�i,-�LuZW 0 sw zO =W<W 5 25 z -- - . f c0 l j 0 Rr ; Ground Floor Exterior Glass Doors &Windows Schedule o Size ' i Door or Window - Mark Width Nei ht Thick T e and Material Frame Elev, R 00 ;," t, L I i F Pr Herculite 1r2' glass - A 6 4 8' 0' !Swing Doors Aluminum I t - _ F - TV -�— .— 8'-0' _ iFixed Glass/Aluminum w/ butt joirts Aluminum 1 13 � 7 4 8'-0' 14 I 13' 4' 8'-O''.Fixed Glass/Aluminum wi butt oints Aluminum i L 'Cobb 15 10'-0' 8'-0' IFixed Glass,,Aluminum w/ butt joints Aluminum L 'zeds - I .Fixed Glass/Aluminum w/ butt oints Aluminum 16 4'-6' B'-0' 17 6'-6' 8'-0' 'Fixed GlasslAlummumw/butt joints Aluminum t L Conf. Rm u I Typical Floor Exterior Glass Doors & Windows Schedule Size Door or Window Mark I Width I Height Thick Type and Material Frame Elev. I Room I i 1 T-0' T-9' :Sliding Glass/Alum.XO Aluminum A 'Bedroom-2 3 8'-4- 7*-9' 4'-6- ISlidin Glass/Alum. XO I ;Alummum/Glass Wind Window Aluminum u Aluminm I B r H IDen .:Den 4 t 16'.11' 1 7'-9' iSlidin GlassOOXX00 Aluminum I D/E Liv ng Room 5 Not used '.. 6 9 -0' T-9' Hxed Uass Aluminum F Lvina Room 7 8 5-0' T-9' 3-0' T 'Fixed Glass __ swi ng win Door Full Glass'Ovhd. Closer Alu_--rminum Aluminum t F G Living Room___ ,Patio 9 TV 6'-6' IAluminum/GlassWlndow Aluminum H ',MasterBedrm. 10 9' 6' 6'-6' AluminumlGlass Wlndow Aluminum J .Master Bedrm. 11 5'-0'Curtain Wall Insulated Glass Butt Joints '.Pauo 12 1 18'-6' iCurtain Wall Insulated Glass Butt Joints iPatio 1/4" Clear Sktrtl�ss I in blue aluminum frame to match glass All Other Doors t. - � and Windows_ Tempglass - KIGK dGLxp .[I �t _ 1/4' blue glass door locK ' 0 in white aluminum frame nr E x tl� Aluminum 1hi i D i°o+S ' ♦ ` Finish: Kynar 500 painted finish • 5 year warranty or eq Iv yy Note., screens to be installed ad 02 P L O cn " " O W _Z Z F- w < V � • Y o 93 Z V u Wa x W Zcqzro LO 0- Q onJ �1 l: - MR. .•.1 0 _ PAA - ;a _ MR. ;.;., 'ram ��` FLIUCTURAL EXUPAL SINDII J J"03" o7 OUT DDE (O0RN -0e " C.M.U. _. _.,. —._... .......... .. em'- �sC in Aimus� ,,y w q.ne I 3a. clE ' ci:p and 47o�h to oo .•Donn no•'sm6 5S. ✓•:v S� c. 1 on. Ad`�Slve DCse cc,o!, ronc ele sL-L ono d:ogo- _ 70 crbad �coLng rnc--bone 5. &:and Jryoll raln;goine r�b!odng. m iS . b];B CWI old f.�lsh J9. Con9gvovs chcrn to onOJa Oe O" m>lo: cOp �o;ninp. oglo i;k cd pdilaa studs a pock � P�'�,e9Ra+ tvg �.'liA brldglr e ceps of i ,'I 71. Dry�i'to'rq.>!Ip;q y-!M u .� .• r i oacn slutl. "-� drop Dryvc le Norcln 9 nw�torrol 72. YJ�jC s d. a Gox lasts. ., b x_�'r. .. _. .. . } RiBih and UCSe Ccol i 21. W:il m.wrctYo ..... z w � x x z x 12 w {u a 1 Z F U j•• fJ_ j Z c U.ur ti �,w s ru i a a m gr w C ,r e IL x + J � I P o-' p y ° r „ { 1 A r I V f� Crc* tl t' 4. r ,5 7 1 4 " .r t h I a r I I I . I I , 1 k ? H ° r r 2. I 5 2 5 N I I I a rt t1 r � y I> I �1 v I rb, a n� » x , � a s• iq , i i +i u-. I v 4 is v i r 1 1 20 .d: .. vt Se ey, a ✓. ..., .,,.. ''.,. s ,.. v ,.: ;.. - - .. 4 p { r,r r. I � � :,: ('r"ix-- 4 r na_r! .o ., a.:a' r...+' in• r- ; :.. ",. :.' (16) ., v. `-•, rl:, ,. ,.' j ,. - ,.l ', 1. f �i.., ,' ::: .: F ' v '. .. a `n « ; , j � .:, > • + ( :,. ist Za4 iz3 y 0>. V KEYED �� ;G>v=:�o� C fin 7 W E1. Dryw W&L 35.'Usses clip angle. pane os rd CrW I . , a sa W 2 Drys hsWclion Bova p% games stud data b ateN - ., a 3. AM, DIS b substrata bsvn 65% immb oM tat C cc With PrlmidAd9w" 36, lit" Ooor ot,,k, 66. Qoot tlosh'Bg tma wudx - - !- O a ADEPS Aahell as 37. &" OW as cap ogle opPragklde- _ ottoctmeN a6opona 67. Roo: ossemWy. " • 4. Drys'8 re"archo mesh tsradrg f sbucusre. 68. Soffit bomhp. Z > Adhe" base cool. U. Steel clip angle. AlIOU to 69. Orrin Salem PerrelraNm ` ro'7 { , , 5a, # COb ariago- Werid _ reinforcing has70. ExIBrd roang membanB �a+ r y 'st 1^ f mash, Dryvase cods and wish hbracing. b xXPdBrtide d mebi cap fin D. 39. Casfutuws chorPnal arbg- lksstvnp. �" it' s oNo skvckvcd slab' shds bhp with bkigirg dips at 71. Dryvflt ipolide "Illor bock at pa�al sidgeseach Ill 6. Back-up rod vPU DrYvlI 40. Wrap D-Ml reWacsng 72. Wood studs a floor lalsts, z 'Ai , W F[j 7. Sold substrate IaN mbJnwm of trsdarsKle esh and base coof 73. SotGt assomblg yyIlCx k v a ; , to 8. Sbuctatl sleet studs. a DB. 74. Exterior wood hm, LTA ¢ Vyyxv . Q. S4uchad sleet SW back. 41. 75. Metal dashing as requied w" ° " «kr + r 1, V Stppe Dry+ll System for Pos- W, anea. , s y r F, •• 0 W i is Anchor boll or espo"Won Rlve vdni5ge: rsWPimum n anaror; size and slope 6- In 12-. 76. fiord beaker lope bet *`�"" *'; Ir Z I as 08:emthed by engl- 42. Meld cap RasNr g. sealant s P9 ti If Q tsBerhp regtdremenlx. 43. OrrAlcompalibla sealont 77. Meohornogl loslorier 11. Steel shtrm as requied CO (Mh opProprlale boru7 ' anchorage. GfoW at panel breaker} bottom and $add stbsbate 44, Glx ) system erns shiny, bebeeh corv+ectlons as 45. hwgrd 8oshhp by g azln0 "`1 � * " r 1 ;, h�^ _ •�"'i4'��+a 12. 519e1 washers;with»tl - snarMoclurer. r y":'"♦'$c "" 1 ' ¢,"^�'ey 46. Blocas requlretl. -I'�$' a, bddrW nuts. 47. Router out Grip reget or �93. DrY+Ilter-prrnnencsea oezthslic low in DI& FI aaP = ��� ''.ty-11 ,y? y�at 48. SIruCkNcA steel 11W frock. , i`r r•' )fit+ •` aiyaa 14. &kghg between studs m Kart krom m required b p� P x Y "� 1 °'� ,..a�aX, rw7u4etl' bend b dewed aodNzs. Pa €fir y �� of € r h�'1a,s , { 75, Power drNen fmtemers; size 49, Coatis ous clsorvsel 's i N �� '" „caaa uw"�, 17f mhBe by erw OW spackv as dow. br.dgkV. r pip`'; IK W Wnei erecfgn blerance 51. Strucurd steel column. 1�,t as required. 52. Sleet clip Ongle baled to I /J, Can6x+ous slab _ back or, pone) obove or {, m s'rs'l rr n ft'C criyi: Aft as a91er• une or mined by engnseering 53. maw ( panel above a 16aSteel clip ogle: size oral 54. COnikr broke famed i SPOCOV as oewrrkod by angle. �' u Irv.r17. ,.•', Ai" [#'a` s ergurowi g mquIrements, W. Coryiar n steel angle W. 19.Sbuctiralshirm Min-WtChed sbls; size as �-�y r 20. Wgh Wwpds ball with deb stmirled by engineer- k•" washers. kg regs4remenli. e4 d i e 21. Reinforce shscturd 5eed 6. Stslip orgies between aa9 up "�1,7 sled! pal bock as deter- sluts wQh arwed hole; size y n :j+ «n mined by ergvoer4Pp or# spockv as aster. hl a X"s r- " regtirerrserth. mined M e.-sOb.esrkPg v X�e '. �' ° v.», v;0 cor . Corscreles ubuctkxt. rayuberrgnly `�' 22Mils 1 57. Rehlwce stud al boned' 23. Cob -roved steel orgie. ra'� `7v » �¢I• t, t cannedic:n m dptw-,. +"41 24. Vertical sSde clip. Nbcly r mined by er>Akreering to Panel suds aria pwbma . ter a floor edge. 58SI PtBI C6P ample with over » a , 25. Ca+aBle shear wadsliest drdlec ride: sue and . „ x a E 4Tu 26. Dx bie sl11, ¢ fiwoi steel sppchp oa determined by 3n o � r I 31`W5 at door a wwdow enpineert+g rpuirements. ar 'a ail, r rta4 < y iansbs. 59 Solid block between end s X Niyus?€6 y ^�°`p,n ,• 1. 27. Sleet clip angle wtth suds a Panel win conlina- 5 }, *s. m [ s w a11i�� ,' % +. A - sm001h4aCed ste91 on. otrs strap belween. 6 28. EmbgdaW steel e 1 pile: size 60. Dbponat fns:on straps as and spocnp as deter- . dBlwmk-.ea by engineer mined by enpinearinp .leg r&qubemwsis. 61, Sleet piste track reinforce- i 29, Wald struckod sleet stud wrens with back f siml ell Whin a sio l P ogle' size and er gir p as tleler. J0. Cassrri or {ace ConaelB frrilr�wegor by enpirpprbgir=li W - m . '! ham"� r ^ beam a Mob. regWremenh. s ^, a ,r'k s"'N . A x _ ` t - 31. Post-lensbneo concrete 62. WvPd girl or whd posts as s '`*r •7"'�rk z-a"s ' Fmk, ` - slab. - requied by wind low$ 32. Drifted hole o, V n I+ed kMwsed on par aL size- ^ slol it. sleet sIW kook and spacing as deter- � 31. inlerlor anpn'renl ogle: Pined by ergineerbg / : •/ size as clelernvned by, requkernenfs' ertginaerug regal:enenl% �. ProvWe lwsifrve dwnoge rr 74 34. Dfpadl brsdnp, slruo- 4om ss Wlae m squired 1n „y y,� v''z '� I �,fisi r; ,�-.>"""4 a,dsfeeisudsawl rated slael orgleas saw } i p t w k } s fro 'tlSy,q rtJned C7 Snghebtng � 6 S $ • r ; '. �` F {.. ..,¢ -. t , ..x,n r .v,: ,....- .. _... 0 a'r1ed4 :r, ,.,.. _. k MR Y 1. .a. n 4. ..... '1 r t 1' 4 r { y l: I .,. ... e:,• ..PPS, . , . , .. e ^ ...... , , ; -' r ... T n7r d t r 1 f k r a - f xx „• e r '1,': e v '. e rtH pv:":I y is:: xc.,t' % .: t c o 4 r I yy I 11` y } 4 ri Wa^ T 4 4 N i Y N tt k 4 a �e i 'r > .. r, q. a ern .. .. ,+ ,: -.2 ♦ v, ':'� ,.. 1.' �' . , .- w.., .. .... �.. r is eri < 4.'; t, ... 4 e`t , , ..,. ,.. R ., r .:. , 'PF^ .. r .y ...... 3.^- x -.. ..tin ...., ur >n , al.. -, . 3. _. ,n. Y ': ,'. r .. . tt,V �, x, % , „t., r t. n J. ..: ,.. . -...� v„ tan} ,...... � .... , .. .: ...:r .a .....,.. ... ....v .... ,. ell r ......,, .. ,1 , _ ,�✓ I .ran , .,,r r , , „ ; i ,. .. ),. r r n`� .': L' 'YJ1 :#'z• m 't i av a...!'a q I, y.y IPA ��ll ro °S 1y uL F ;r v� Sip%i �R * { dU vi z tin 1 d. old t1 rp 1 �J E W r �r R' 7y NT " At ,Y •r r �k OD B ' KI MI 5 B.OY TV'4- SRT WAY DESIGN ERODED '0' 114+41e 56 102 6 11'4+4fe" t'L0 ONTOUR LINES Ct-3 M+5.00 0 IT I 1'_0" 1•-0"i6'-5 N.G.V.D---- ---- "v 16w'-3Ory -- io I 5'-6" `�. ELEV. TOP £ P I o, 3 PC : 5-11" m +6.00 5-PC 1 +5.0 5-;PC +6,00 ro 1 Pr 2 P C 1n M b I I , m ' r , ]..L --- —' — -"- -" DEPT_-H: 9 - DEPT�r 4 P. C. ,1 +8.00 N.G.V.D -_ - — _—___ __--_-�___ - _ DEPTH.2'-1pt mot- P. C. _._ 8 - EXISTING +GRADE - I{ - -- - 7 # 8 BOY. DEPnh2` 10" LONG WAY 5-PC 9# 7 BOT. 7 �y 9 BOT. 5-PC SHORT WAY \LONG WAY 1 9 6 7 BOT. SHRT WAY I M M I M ' � ' I II n 4 Pc ^ m I - N — II N I ' I � � 1 _ -{-1 - � , o 5=PC i 5-PC : m QI °° I I N TYP. PILE CAP s i IQ I M — - - - _ DETAIL fa s In 1 a 80-PC c v 1_3" 1'-5' V-5" 1-3" U TENSION PILES THESE ROWS TENSION PILES THESE ROWS 13, 1�11 •M I e i� '-3 3'-0' 3'-0.473' 8'-6" ._ :: 0- I IFY REM . ELEV I I a I I PIT DEPTH. o io T6 — 3' 3" n 5s P.C. 6 P. C. � `o 'o •o I DEPTH: 2 -10 DEPTH: 2 -10" UA � o I I 1 � �J 5-PC o o Y3+ m IL . � I , IN N I ^ 5-PC o 11 m : I 14 :PAPER JT. PAPER JT. I.. - - - IL - BETWEEN BETWEEN 3 - \..,J �,.✓ `✓ 6'-6" 1 20'-p• : g'_3%" 'a 10' 2W � 9 -3% 20' ' -0 _ I I .^ . I o ro I 8"x12" CONC. STUB m 11 x12" CONC. STUB I _ _ %mil _ _ �1 I I 10 ® COL FROM CAP TO COL FROM CAP TO M iv STAIR G"M. W/4,¢5 STAIR GR.BM. W/4#5 J I - n .VERY. B t/3. TIES O 8' 7I VERY. k ,1E5 O 8 n 15 16 COL 17 8 i 7 a 16 COL al a 19 20 , `J 3- PC I 3-PC 4_ C 4-P f 47 4-PC I �I•-' • /1 17'- 14." 12'-1D+st: #7C�6 TOPS OTTOM (O.L.) COL 24 2 +9.33 t 24 25 1 " +9.33 - 2-P.C. 2-P.C. - - - �-- - - • 21 91_6" 2-P. -10" 4`—te" P.G. 9._6„ 21 34'-5" - 34' _ _ r I r 0 I W N r a /0 I +9.33 +9.33 T i I 21 I - - - 3 PC I 15" 7 A 3'-0" 21._O" 15" 3 PC •�' 23'-6" P L A _N SCALE ,,6" _ ,.__ " II 8 o PILES M F0UNDATI0N _ SHALL BE +9.66 NGVD. n . I E L E V. HEAR Ulf L P I L E C A P 1. REFERENCE ELEVATION + 0'-0 = '� - +11.50 NGVD III I 2. ELEVATION OF TOP OF CA EXCEPT WHERE SHOWN WITH s. �l 3. COLUMN AND PILE CAP CE RLINES SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. N NOTE: fc = 5000 psi SCALE: 1/4" 4. ALL ELEVATIONS GIVEN IN IMAL FEET ARE BASED ON N.G.V.D.Q ALL ELEVATIONS GIVEN IN F.9c INCHES ARE RELATIVE TO TOP OF GR. FLOOR SLAB (t0'-0"). 5. MINIMUM BOTTOM TIP OF P E ELEVATION IS -15.00 NGVD. 6 SEE SHEET S-2 FOR GROL D FLOOR. 7 SEESHEETS-9-FOR PILIN OTES. I I r r III I I II �� I I I I r III I zW =x= >=- � F W x z W V a >-Ow Gi �41r WoZFi w5wF0ir Z cQnffi UVOOQ to 4 0 Q U W.m v1W�WDr fz z W W Q a! wwwo W (n LLI z „j U)?o d �F W O W W WO Ftn w !r d'd'pp,� Qd 6.Q0.3 1 It c r v Z V) N 0 o w i T O :5 T 0 p CiW uo0Q } O Z .c ro rn� t '. I NE5 UI Z = O L +' Q W � L J n 0 0 VC j IZ Z l9am. m m �O O eC ae rn o I J VI O c o m 3 m O O € JN �Eoo°�m. do No gym€ Coo U m 012 C C Y " ao.0 30 o r m rnE o ° �a o$$n°m 3 m 6m O p I � r Y O p c m T o o c o '3 � co+- o Om o c m m ..om�or t c - c ; a c 3 2 u c •p i r c m o= m I k" I� -a I- CF Q Lu ® z zr, _-.jj b '1 ° a 4i rx go F- �4 a e. U s IQ. ti En r� T•- r�;��� Y -0r tir w ( YJ a = m g < u P�D { U M OD O A �Cc a A z �w a z� w o oS <z C�11 °-' ZQ z IL I' Wgr �i 4i lU/ v �.z W d Q' �r� o 0 e Q* _ — u� 1 �u� 1 � , ry' Diu ia� a GROUND FLOOR F LAN SCALE 1/8" = l'— 0" MTH 1. FLOOR SHALL BE 4" CONCRETE SLAB 6X6 W1.4 X W1.4 WWM OVER VAPOR 3 1 w BARRIER, ON COMPACTED 19H 1 2. ELEVATION OF TOP OF FOOTINGS (EXCEPT WHERE SHOWN WITH 410. ) SHALL BE +11.50 NGVD. I 3. ALL FOOTINGS ARE NOT TO MECHANICALLY OR MONOLITHICLY CONNECTED TO ANY BUILDING COLUMNS OR PILE CAPS. 4. REFERENCE ELEVATION +/- 0'-0" = 11. 0 NGVD I I I CONTROL IN NTS AT 5. PROBUT G LTH CENTERLINES POSSIBLE), 1 NOVIDE RB EA R DISTANCE APAR N TO PROVIDE A(WHERE MAX. AX. PANEL AREA OF 25 SQ. FT. I JOINTS MAY BE FORMED AND KE AT MID DEPTH WITH A BEVELED 1"x2" I I KEYWAY OR SAWN APPROXIMATLY THAN 20 HOURS AFTER THE POUR. /3 IN OF THE. SLAB DEPTH N0 LATER NO WAY IS SLAB TO BE TIED MECHANICALLY — Ffff OR KEYED TO STRUCTURAL COLUMNS, HEAR WALLS OR PILE CAPS. — B. 'TE-1' INDICATES 8"X 8" THICK EDGE E TH1 5 CONTINUOUS BOTTOM. #_;;�_——_.—--7, i6 1 -'�. SEE ARCHITECTURAL DRAWINGS FOR I. DO AND DOOR SIZES ANFm D LOCATIpNS. 8. COORDINATE SLAB ELEVATIONS, STEP AN SLOPES WITH ARCHITECTURAL DRAWINGS. pp I 9. ELEVATIONS GIVEN IN DECIMAL FEET E ASED ON N.G.V.D. ELEVATIONS GIVEN IN FEET & INCHES RE RELATIVE TO +11.50 NGVD = O'-0". +0' " 10, ALL WALLS'AT THE GROUND LEVEL A T BE'BREAK-AWAY OR FRANGIBLE WALLS. THEY ARE TO BE INDEPENDENT OF ALL STRUCTURAL SUPPORTING ME ER SUCH AS COLUMNS, ELEV. SHEAR WALL, SECOND LEVEL SLAB AND PILE CAPS. WALLS ARE NOT TO BE MECHANICALL FA TENED TO TO ANY BUILDING STRUCTURAL SUPPORTING MEMBER. 7,.-4. 9'-O. Im Ic EI II '_i--Fm-16 J i a 1 I Fm-16 Fm-16 164 —� IT WYi I� o x 1 a 11 a w Fm_16 I I TE-1— ado o— \_� * 27K 27K+a 32 m N e 27K•o- 41� 27K 27K r-3, 2 7 K a O— — 27K 1 o-- — 0 I i� III m s 0 8200 4 2 � •3 r, 3 �27K 4 2 w 3 3-+►27K 4 ,..2 w 3-►27K m 6Yi 2 3- 27K 5#5 yh 2 4 3 27K 6Yi I 2 �'4 3~27K 2 a'+. 3- 271< 515 2 V4 3 27K ��I NMI Miil'li.0 �111 0 � R1m ®1 ���� I K NMI3 NMI 27K N1�i11 PAW/-�400 s �1® ' Ty� 27K ® Bill N 3V4 27K ;� j� ` ►',r'�� 1 ©SMS �II1 I • r / � g ®® ©MI rJ 1 1-014t MEN T�27K SECOND LEVEL SLAB 3 3a7o 4V n 3 • 4/4o N _.�-_�_._ ' 34'i 3 27K CANOPY &WEST 2nd FL. EDGE FRAMING PLAN o 6 5 6 N ^- 27K I SCALE 1/8" 1'- 0" 3 3V4 3 5 ^ 2Yi 1 6 51 6 211 3 nW. 34' n 3 m 0 A3 5 ^ ^ o . 27K m 1. CANOPY SLAB TO BE 7 1/2" CONCRETE POST -TENSION SLAB. 'POST 211 ` 5 21h 3 3Y 3 S SEE TENSION SLAB REINFORCING DETAILS' ON SHEET # S-7 3 5 _ _ — 3 _ 27K 2. CANOPY SLAP IS TO HAVE # 4 ® 14"c/c TEMP. REINFORCING — M n 2- a 5 5 a 218 _ 3 THRU-OUT THE SLAB (NORTH -SOUTH DIRECTION). " 27K 3 2 5 N5 M v 3 27K N M Q 3. BEAM TOP ELEVATIONS SHALL BE THE SAME AS ADJOINING SLAB EXCEPT m 27K 27K N <. ^ WHERE INDICATED WITH ( ). 2#5x2191" % �Y4" SLA 3— m 4. CANOPY WORKING SUPERIMPOSED DESIGN LOADS 30 PSF o E LIVE LOADS --- IGE DEAD LOADS --- 20 PSF 5. ALL REINGFORCING BARS, CARRYING BARS AND SUPPORT CHAIRS IN SLABS THAT ARE EXPOSED TO THE WEATHER (EXTERIOR SLABS) ARE TO BE EPDXY COATED. TYPICAL LOOR FRAMIN PLAN IiuII 1 SCALE 1/8 1 - 0 1. FLOOR SHALL BCONCRETE POST -TENSION REINFORCING TAI S SEE 'POST ION SLABDE TAILS' ON SHEET # S 8 2. BEAM TOP ELEV TIONS SHALL BE THE SAME AS ADJOINING SLAB EXCEPT WHERE INDI D WITH ( ). 3. FLOOR WORKING'3UPERIMPOSED DESIGN LOADS LIVE LOADS - APPARTMENTS = 40 PSF P JBILIC WALKWAYS = 80 PSF DEAD LOADS - PARTITIONS = 20 PSF 4. ALL REINGFORCI BARS, CARRYING BARS AND SUPPORT CHAIRS IN SLABS THAT ARE 6 POSED TO THE WEATHER (E I TERIOR SLABS) ARE TO BE EPDXY COATED. 5. SEE 'PARTIAL 2'1 1 FLOOR FRAMING' & 'CANOPY &WEST 2nd FLOOR EDGE FRAMING' FOR SECOND E ON F D L FRAMING THAT IS DIFFERENT THA N THE TYPICAL FLOOR FRAMING, 6. SEE ARCH'L. PL FOR SLAB EXT. SLOPE POINTS AND EDGE DIMENSIONS. i FW W W h I OLu r� W hN a Q 0 ui Z _Ua LLJZ W W W0 2W Z W W S F ~ 0 0 rt y Z ai N W 2 U o O Q orn''or <0 ONm W d'X:3 CL Z Z 00FO W M 0 O U m O W .. 0 Ld o ~ o in cr w X 0 0 0 n W zW(L<z WZ u W �OIJ W ui 0�a Q d F d Q W 3 4 v J U(n v Z m m W _Oi YM• V O V 'm Q Z :c °� T � 0 N C L V O QW a� m.c mn m m 05 k zz JEE~`o8 Li Z c J� Nw om k Q Q N O m �+ =U m o�Cmy a V c U- C " ' m co 3 `m as m ,i �—4'v Q S+ •. "� a 0 0 - a. "L•'�.v dLc S m � a�.'m rn0°wo a9i U aa.°- m o0amoo C QL .`o+ m o 0 0 o � % oF m E s O m L,2 O m me o 3 c mq 3 m m N ✓ c m d MA 1 a� O 71111111 I:= a Z gI J �M1 Q SC W> 3:Lu U O O F U a F °O U �I a w 0 Y S N N O ^po /7 J O fy Q S °1 }m m o z �Lu �o �z�. od 6 _j" L Z o a1 uu > � it Lu Lu 0 z as N Wl 8Xl 1 9'� 1 1L2.: 8, b 5/80 Ld 1 1/2- 7 CAP PLATE 2-V4" BOLTS A"X11144XV4"--_� 4-V4" ANCHOR -0 Ld BOLTS I ld ln4 IN uj 4- IL I 1-T) S 8 SVA V'X8V4"XV4" TOP ROOFING 10 41 4 40DIA.X .337WALL PIPE-___� BASE PLATE 1/2' L 1 1/2- 3 3/4 X31 4-5/6 ST. STUDS 3 3/4h W8 L 3-3/4" SOLIS SLOT SM. ROOF SLAB COL. FACE WE I B 1 31,V x 13/16" -TAIL /T\ DE & SCALE: 1" = l'-O" \S-4/ SEE MANUFACTERURS SHOP DRAWINGS FOR REQUIRED IOCATIONS toll-MV111- cm 0 0 27K 27K 27K 27K 27K 27K 3,V4 27K V 4 27K 3y 4 27K -1-� ,3.y4 G) 27K -a 27K 27K 27K 27K OF W8X31 BEAMS. THE CONTRACTER SHALL CONFIRM IF TWO BEAMS ARE ADAQUATE TO REACH ALL SUPPORT POINTS OF EQUIPMENT. SCALE: 3/4" l'-O" S 00 5#5 'AN . 11 "Am (DO (9 k I M�m i a 11110§ i6 2-V4 RIM 1��m Mal 1.1 �P_K �271< CURB REQ'D. AT DOORS R CURB REQ'D. AT DOORS 27K 2#5 CONT. ff4 DOWELS #4 DOWELS IN CONC. CU 016'c/c 016"c/c �271< 27K �27K . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �271< �271< .27K I I 27K 4w— 3+�- 2 2 27K 4+124' 21A" -jwTOP SLAB 27K 41A 3Y4 27K 2 2 7K 0 1 0 2 9 6#5x-, 5 - 27K 3,-;, 2 3V4 2'K 1104 2V4 2 7K 6% 3V4 2V4 7K 611 TV4 co 2 N4 -A W.-o- 27K 2V4 27K 61A 3V4 .S-4 2 -V4 6l'i 77K 4 2V4 2-Y4 3 1/4 .16% - 27K 2V4 61h 3V4 3% 27K 6#5x 4" - 27K 4 31V 51h 2-Y,4 U5 3Y4 27K 3Y4___ IV 4% 27K 1334V4' i 6" .3144 I'l r ;yl 27K 3;Y4 l'i 3144 3:144 27K 4414 27K 3�144 6% 4V4 14vi 27K !6 4 -V4 �uj 41ot 4#5 27K 7 41t p lo ... Lk ­ 0 27K - ';- 3 4 27K 3;Y4 ;y. T4 — = � r, ­ bil 15% n T 3V4 3V4 tl_� �_ _4 01 6% 4144 vy, 4:144 3; 411 3V41 - ' 0 27K x 4 27K iw 27K b 61A 5" A 5r q 6$1 6A 1 3*4 -4mg - 41/4 YK 4V4 ,)'Y4 —27K 524 Y4 4 19 3V41 ��27K 3V4 n n 4" 4 27K 27K 44 OD 2#5x2l'l 1" le 0 I : Dfo AZAPET r I P PA 7SCEI : TYPICAL IAPET ON S , :TION A/S-5 ROOF FRAMING�� RLAN SCALE 1 /8" l'- 0" ol I 1. FLOOR SHALL BE 7 1/2" CON1007- ipos� LAB. TE T-TENSION S SEE 'POST TENSION SLAB R �ORCING DETAILS' ON SHEET # S­8 2 BEAM TOP ELEVATIONS SHALL THE SAWE� AS ADJOINING SLAB EXCEPT WERE INDICATED NTH 3 FLOOR WORKING SUPERIMPOSED ES16N �OADS LIVE LOADS --- ROOF �SF DEAD LOADS --- ROOF 20 PSF MACHJ 1OPPSF 4 ALL REINGFOROING BARS, CARE NG iBAR� AND SUPPORT CHAIRS IN SLABS THAT ARE EXPOSED TO THE I WEATHER (EXTERIOR tLAB!; ARE TO� BE� EPDXY COATED. 5 SEE ARCH'L, PLANS FOR SLAB )GE! DIMENSIONS. 0 ELEV. SHAFT SECTION A SCALE: 1/2' = I'-0- S-4 � 2.' 5144" 7'-71440 10'-2V4" 131602 22 B1602 0 Z5 sfn w ; In i � I E 4L12L + M+ < I 1,4ew tN C. rFlAl loo OPEN 17 1 WALL BELOW 00 I Alk+131'-8 A A& Al 81602 4 9160 L 3 _`8 —v'2 r[tVSILLAB in L[� �l J2 m m 3 _13 �2 A 41 ELEV. MACHINE ROOM PLAN SCALE 1/8" l'- 0" 0. TB1700 TB1701 � (+140'2W) 7 TB1700 (+14W21,i-) (+140'2 4 14E 15/12E 4 12E 0 4/12B(1:1) 5/8"B(I.L. _T f2 + FIT, + u) 4+140' 2A" A A16 �J-TOP SLAB A& w w S-4 zw! T81700 (+140'2'h-) 272 TB1700 (+140'211-) +140'211" A41v) TBI 700 B1601 (+133'2'A-) $t 131 , -8111" 2#5 CONT. IN CONC. CURB +124'-2W ELEV. MACHINE ROOF PLAN SCALE 1 /8" = l'- 0" U W Op s O 3 W I ., w W m0 F m PIT DEPTH a t' ' .. P ^j N d XM p M a0 In z W x I 00 m w . , cow t0 cv \ rvey \ \ r c, F(Yz . A \ rr,-Z I �+ v N- Fm Sri +� Lu �¢zd i 1I_\\\ Faz \\ FQ F z °dag I�\aJ .o }II m m m ¢r¢g m \ m aU) .l Ij 1\� a%nri I• oo'w I H ana 111_\ ana I \ I ama alna v —A a � �aa : • \. ;' ) Ll �\ a t-1 \� •: ' I LIi�\ .; • I �X ,� .. I M e ; J \\\ \\ ul\ I �t\\ I1\ r I I II — — la. Z Ha a L � 'I \1 \ I I I � \ __ o IL�l'1� I 1ot I I I LI I I � I— L1� l l\ 1 la \\ I I I la �! I I \ ..... oo I I I I I I I 1 e 1"1 Ew a 0 z PZ I o � I-1 2p H 1-1 ) ) i00 w m 11 R ig I �-, I _ J w W lW o I ml \\ I ml�. I mI�. I ICI I� m Rom, a IL° m m 1 j Ll �\� I 14 �\ j I m l �\ I !m 1 I m i® \\ I l I f-1�\ a Y t\ I I 1- I`\\ j I I I L-'I� I I �3 a� z LU LI I :> m¢ -11\ I I`;. ¢ = y l O rX �® o ��\\ j ems' !,�\ i vJi •� • I\�\ I I\\\\ I v3 \A 'I �cr o . n o LI\�\ 11 I I= I ~ UfA a' —' f ya m 03 l'8plift p0 N Q QNl m m m m m \.m r m N •m. N e e m m m m iM H J 3 � -I 'I 3 qq e ! V1 a !n F- 1 f/1.. K Z . 1 — - --- � II Oz �Z Z Z.. p O p - o t �o F oo F oo F oo t I-o ro N E - ?w Q. xws a xw... a x} >' mr -. x.. U w a w x r d w a S m .' U m •' :� U m ., ••' o m t U w °• :. I J z s> m x Um .: m . x x 1 r ¢ U w ¢ I t «9«9 0- b 4F4 I. z U col W i •r > �. • E i4 � I* z U la U L. R p� .! `I.,a " N. .,. - �!7 p 1 J \ N\ N N \\ r 6 d *+ o X � /p N_ ro o N U N r oa ��d U No N '~ :...�` N O _. JO _N z. rc�c�i Q. U J o o I (VI N - GIN N� 6N NO W* N I N Q N II Ct4 O a O O Lon N N G... •- plp N'D I N•1 (D'I W^I Q)' Q) U .- - Z. L 5a�.. > p,, .. n NO I I "i r. — 00JoJO'Jn_'t-j --INJ N N OW J, m m Oi/a I I I m O O I a 0> > N O.. _I J... (` J. +�+0)+OD+I'`+�D+N+�_I J i J O O a � z W TI W �} ; + + cyl i N OD.- �t� ON + n�. �l <� tyi � c� <z('` +1 + + I 8'-6" 7'-6" 9'-8„ 9,_ g" W' , J ---... 8 8 —8 8 FLOORS ®8 -$" -8 10 1 2 1t 5 — 0 H S. o. 69' 4" N.T.S. U� e 1r ILA II � d. I I fUJ1J t� I I , .I �r— a I � o 1 I ,I I I , 2 I I ry�z �B x LU I r. N I " - I " - " , l BEAM # E31 B B3 ELEV. SIZE 8X16 8X16 8X22Y; "E" REINF. TOP REINF. 2# 5 2# 5 2# 6 BOT REINF. 2# 5 2# 5 2# 7 #3 STIRRUP 10 ®6" 0 5"T 0 12 @ 9" NOTES BEAM # ELEV. 81601 B16 2 81601 SIZE $ X 24�k 14 X 26 8 X 24 "E" REINF. TOP REINF. 2 # 7 2#9+2# 0 * 2 # 7- BOT REINF. 2# 9 2#7 2# 9 #3 STIRRUP 8@16" 92-OOPS 8@16" * UPTURNED =K EXTEND. CONT. * UPTURNED NOTES ACROSS 14" CONC. WALL (29'-B"LONG) 18" DEVELOPED LAP (INCHES) BAR SIZE CONC fc KSI 3 4 5 5 19 16 15 6 27 23 21 #7 37 32 28 #8 48 42 37 9 -Ti _0 61 53 47 1 78 67 60 11 11 96 1 83 1 74 [,DEVELOPED " BAR TOP BAR 8" BOTT BAR LAP A DED LiCiR INFORCING SEE SCHEDULE) CONCRETE WALL BEAM DETAIL' BEAM TO WALL O 0 0 0 0 a: O O a_ W N \.- o \ \ o. a o e Q W OT O O O d- O mZZ • W 00 SM. DEPTH 4 GREATER 1,- 0 0 mo .r m THAN 24 BUT LESS \ O O` THAN 30" BM.DEPTH GREATER THAN P 29" BUT LESS THAN 42" BM.DEPTH GREA R THAN 41" BUT LESS AN 54" BM. DEPTHS GREATER THAN REQUIRED LON ITUDINAL ADDED SEAM REINFORCING 1. 0 - INDICATES REINFORCING AS.S HEDULED. 2. ® - INDICATES ADDED REINFORCIN31 AS REQUIRED BY BEAM SIZE OR AS SCHE ULED. 3. ALL ADDED REINFORCING SHALL BE #4 UNLESS NOTED ON SCHEDULE, 4. SEE BENDING DIAGRAM FOR LENGTH OF ADDED REINFORCING. 6100 6101 I 8200 B201 8202 18X30 18X30 SX30 1 # 6 2# 7 2# 6 2# 8 2# 7 4# 9 2# g ® 13"T/0@ 13"T/0 e06,BAL.012 TIGHT UNDER 2#7 MAY. BE Cf 8X16 8X16 ;. 2 5 # 2# 5 5 C�_ 6" 2# 5 2# 5 ® 6"T O 63 ENCLOSURE TIES ® 4"C/C WHEN 1/5 "T" "T" 1/5 1/5 " " CALLED FOR IN S-1 S-1 S-2 NOTE O i :7 BOTT. B Rf7�-�E BAR —"BE" BAR BE IBAR 'BE' BARS *'T' LAP (INCHES) BAR SIZE CONC fc KSl 3 4 5 4 20 20 20 5 26 26 26 6 23 31 31 7 45 39 36 8 59 51 46 9 74 65 58 GEN 3 ERALi I N OTES 1, PLACE SCHEDULED HOOPS OR STIRRUPS CH END OF BEAM,UNLESS OTHERWISE NOTED. STIRRUPS SHALL BE TYPE 'S- HOOPS TYPE 'T-2'(CRSI'TYP.BAR BENDS'). 2. BUNDLE TOP BARS WITH ADJACENT BEAM BARS IN PAIRS OVER SUPPORTS. _ /� DETAIL 4BE' ARS MULTIPLY 'T' VALUES : BY 1.1$ WHEN SAND CONC. IS IS USED • 4. 5. 6. POUR TB BEAMS ON MASONRY AND POUR ALL 'TB' TOP AND BOTTOM BARS SHALL BE C EXTEND ALL BEAM REINFORCING INTO CONCRETE BEAMS ACCORDING TO BENDING DIAGRAMSAND DROP BOTTOM OF 'TB'S A MAXIMUM OF 21) ' RS PRIOR TO PLACEMENT OF MASONRY. UOUS WITH 30 BAR DIAMETER SPLICES. WALLS AND ADJACENT STRUCTURAL 'BEAM TO WALL' DETAIL. TiFIT MASONRY. ADD 2 # 5 WHEN ENCLOSURE TIES DROP IS OVER a". "C" AT COLUMN S-1 S-2 CANTILEVER S-3 7. MARK IN 'REINFORCING' COLUMN BE IS CONTINUOUS THRU THESE BEAMS, 0 BEAMS INDICATES REINFORCING J/4 s ! 1/4 N(JTE 1/2 8. HEAVY LINE OR! SPACE BETWEEN BEAM N S IN SCHEDULE INDICATES REINFORCING S-1 S-2 C' S-3 IS NOT CONTINUOUS BETWEEN THESE SEWS. SaM. H OK "E" BAR ' "E" BAR 9. 'T/0' = THRUOUT BEAM. STOP B"'"" TOP BAR TOP BAR O O ..._ �. _ , BOTT B,^, T BARN 12 BOTT. BAR ZLONGITUDINAL HOOPS OR TYP BEAM STIRRUPS SPA "-- 6" MIN.(TYP.� REINF'G (SEE'REVD FROM FACE ! LONGITUDINAL ADDED SUPPORT AS BEAM REINFORCING' O O HOOK AT SCHEDULE ( NOTE ON THIS SHEET) END COLUMN BOTTOM , TO?' ''.N - NOTE: " V. BARS TOP BARS: A S-2 OR S-3, WHICH EVER IS GREATER. j E BARS: V4 S-2 OR % S-3, WHICH EVER IS GREATER. I F_ "AC I DIAGRAMS I CAST IN ,Af "ONCRETE BEAMS AND SLABS , , r �NGRCTE LiIVTELS 1 ADDED REQUIREMENTS WHEN ,NOTED IN 'BEAM CHEbLILE' ABOVE 8 A PROVIDE ENCLOSURE TIES AT DISCONTINUOUS END; SEE DETAIL BELOW. TIE BEAM TOP AND BOTTOM REINFORCING SHALL BE CONTINUOUS WITH 30 BAR DIAMETER SPLICES (MINIMUM). EXTEND TOP A D BOTTOM BARS INTO ADJOINING STRUCTURAL BEAMS. PER BENDING. DIAGRAM, THIS SHEET. 8CCONTINUE BOTTOM REINFORCING T0.1/4 SPAN OF ADJACENT SEAM. HOOK TOP AND BOTTOM REINFORCING HORIZONTA Y INTO ADJOINING PERPENDICULAR BEAM. EU WHERE BEAM IS WIDER THAN ADJOINING BEAM, N OK NON -CONTINUOUS TOP BARS (NOT ALIGNING WITH ADJACENT BEAM).N FARE FACE OF COLUMN. F� WHERE BEAM ELEVATION IS HIGHER THAN ADJOINI G BEAM, HOOK TOP; BARS (NOT AUGNING NTH ADJACENT BEAM):IN PARE FACE 0l' COLUMN. G ADD TWO LONGITUDINAL BARS AT MID -DEPTH. H BOTTOM REINFORCING IN TWO LAYERS; SECOND LAYER TO BE LOCATED 1 1/2" CLEAR ABOVE BOTTOM LAYER AND LENGTH SHALL BE 2/3THAT OF. BEAM,. CENTERED IN MID SPAN OF BEAM. I 'E' BAR REINF'G IN TWO LAYERS, SECOND LAYER 1 1/2" CLEAR BELOW TOP. J SEE SECTION OF JOIST LEDGE FOR ADDITIONAL R INFORCING.- K HOOK BOTTOM BARS AT FAR FACE OF COLUMN.. L 2 BUNDELS OF 2 BARS I M 2 BUNDELS OF 3BARS. �{ N 2 BUNDELS OF 4 BARS S) 4 B JNDELS OF. 2 BARS P 3 BUNDELS OF 2 BARS T, 4 B NDELS OF 3 BARS Q 3 BUNDELS OF 3 BARS U 4 B NDELS OF 4 BARS '. f R 3 BUNDELS OF 4 BARS UNTELS ASHALL B11'USED COLUMN S RALL OPENINGS WHERE NOT HEADED BY SCHEDULED BEAMS. AT THE OPENING EDGE, A CAST -IN -PLACE I INTEI SH,ACL BE POURED MONOLITHIC WITH THE COLUMN. MASO RY LINTEL SCHEDULE---��- PRE -CAST OR EAST -IN -PLACE LINTEL.SCHEDULE �SPAN - DEPTH 6" WALL 'i" NALL 12";WALL SPAN DEPTH 6" WALL 8" WALL 12" WALL UP TO 4 0" 8" 1#5 TOP & SOT. 2#4 TOP & B T. 2#5 TOP & BOT UP TO 4'-0" 8" 1#4 TOP & BOT. 1#4 TOP BOT. 1#4, TOP & 801111 4'-1 TO-5-0"4 8"W>m 1#6 TOP & BOT. 2#5 TOP & B T. 2#6 TOP & BOT, 4'-1" TO 5'-0' 1 8" 1#4 TOP & SOT. 1 5 TOP ✓Rlc 60T 1#5 TOP & 801 f I" TO TO 8'--0" 16" 1#6 TOP & SOT, 2#5 TOP & B T 2#6 TOP & BOT. 5'-1" TO 6'-0" 1 8" 1 1#5 TOP & SOT. 1#5 TOP SOT. 2#5 TOP & BO ; i8'-1"' TO 10'-0" 16" 1#7 TOP & BOT. 2#6 TOP & B T 2#7 TOP & SOT. 6'-1" TO 8'-0" S" 2#5 TOP & BOT, 2#6 TOP SOT. 2#6 TOP & BOil PROVIDE B" MINIMUM BEARING EACH ND. 8'-1" TO 10'-O" 16" 2#5 TOP & BOT: 2#5 TOP BOT. 2#6 TOP & BO f I SCHED. TOP BARS CONT i PROVIDE 8" MINIMUM BEARING E CH END. 1 34" CL. g• '. � �BREAK AWAY PART � m m•.'. OF WEB TO ALLOW i CONT. TOP BAR PLACEMENT ' • , i } FILL CAVITY . , 34" CL 12 W/GROUTm. FILL CAVITY W/GROUT 8" •, ® o'-• SCHED, BOT. BARS CONT 8"MIN. • I 6'MIN. Scale: 1" 1'-0" scale: B203 8X30 2 # 7* 2 # 7 AT COL21 THRU B203's W a: r oF-WwF z Qwfa�o Z m`I-wxZ�W w5�~00x In y.UUOOa <0 pNm W W O I-.. 9I-((//�� FCL W m W a m o W m O w EEnzd o_< WjZ W W � 0 F FF¢a.FFa.aa v (3W K In)U O V 0 Tv O 0 V' m N C a u m Q W R�u rna w m o a 0 U O J W ZLLIz. 0 EE°°.°�. l--F �o a.E'20rna ° to E °o .0 A M = o rio E O U V a' a oo u c $ w /"p"41Nf'. ° .r4) 0 , J 9a�EL w O o o';a°�oc t'E °= �a m $ oa': o 3 o m o 0 ° c t r 0 aaE �•0 0 € m c O N L o 2 0 UC O 3 c L q a 0.0 C " = 0 01 ° 2FcFmo E - a « 0 i 1 j i f it om ROOF ELEV +124 -21k" __j 14TH FL. ELEV.+114'-B+h" 13TH FL ELEV.+105'-10A 12TH FL. ELEV.+98'-21i" j 11 TH FL ELEV.+87 -664" j 10tELEh. FL 1 V.+78'-10Y4" 9th. FL ELEV.+70'-214" N � m 11% FL ELEV.+61 -1014" _ W o o m O m n 7th. FL � ELEV.+53'-214" mm om o< O. 6th. FL mw ELEV.+44'-6H O M u i w 5th. FL ELEV.+35-101h" m� 4 4th. FL. - ELEV. +27'-21h" om oa oQ ELEV. +18' Oil., m 0 o I 0 w 0m Ba �a 0< mw 2nd. FL ELEV.+9'-1 Oh 00 00 pD m O N N I`1 w pp O p 00 W p0 W O Q N W • N W ID 0] O W O Q pp C FOUNDATION ELEV. SEE PLAN 11 COL SIZE 12"X40" 12"X36" 1�2"X30" 12"X40" 12"X26" :1. "X36" .10"X30" a0"X30" 16"X) - COL. NO. 1,5,11,14 2.4 5,8 6.10 7,9.12.13 15,20 16.19 17,18 21 L � ILI I I ___ - __j -, COLUMN & 6HE'ARWALL_ - S 1. COLUMN AND SHEARWALL DOWELS ARE TO AVE 90 DEGREE HOOKS R::S THE FOUNDATION BOTTOM MAT REINFORCING. 2. ALL COLUMN LONGITUDINAL REINFORCING LAP SPLICES ARE TO BE 30 BA DIAMETERS UNLESS OTHERWISE NOTED. 3. SEE "SHEARWALL/TENSION SPLICE" TABLE ON THIS SHEET FOR SHEARWAt LAP SPLICES. 4. SHEARWALL HORIZONTAL REINFORCING SHALL BE LOCATED ON EACH FACE CONSISTING OF THE FOLLOWING SIZE A14D SPACING. 14" WALLS--#3 1'-4" STD. -4LAP HOOKr,l' LAP TYP. �1- is r « • . ` •�I � « « U- CLOSURE TIES SHALL BE THE w SAME SIZE AND SPACING AS HORIZONTAL' REINFORCING J Q I i , I I ' 14" T_tOYi _ 140 . I WALL B -- ' --i r i I ¢) ELEV +1RF. It140 'o A4 A6 B6 C6 IiD E6 A8 B8 C8 D8 E8 FS G8 H8 18 J8 Ak MECH.FL. i 8 X 12 ELEV.+131'81h" COL.#22 r 6Xa12 -- 8�® H8� ��=0 COL.#23 A10 BID C10 D i E10 F10 Al2 912 C12 D12 E12 F12 G12 H12 iD 4 Q ai2• MIN. LAP 00 a m 3 � 3 N d' 9' MAX CLEAR I POSSIBLE ALTERNATE TIE ARRANGEMENTS COLUMN I. ARRANGEMENT DETAIL. 1. COLUMN TIES 3FALL BE #3 FOR VERTICAL BARS #10 OR SMALLER. FOR BARS #11 AND LARGER, DR ANY BUNDLED BARS, USE #4 TIES, UNLESS OTHERWISE NOTED. 2. TIE SPACING HALL'NOT EXCEED 16 VERTICAL BAR DIAMETERS,,48 TIE BAR • DIAMETERS T E LEAST DIMENSION OF THE COLUMN, WHICHEVER N , N IS SMAL LER. , 3. SEE THE "CO11MIl, REINFORCING PLACEMENT DIAGRAM THIS SHEET.' N 14" WALL 8 O I SHEAR WALL DESIGNATION PLAN - VERIFY ELEV, DOOR LOCATIONS AND SIZES WITH ELEVATOR MANUFACTURES SHOP DRAWINGS. UGH IF ELEV. DOOR ROUGH D 0 OPINING REQUIREMENTS D0 NOT FIT WITHIN n Q TH N THE DIMENSIONED OPENINGS SHOWN ABOVE THE ma CONTRACTOR IS TO NOTIFY THE ENGINEER AND REQUEST FURTHER DIRECTION. it 1 I M M F- a H- a O W 0 a0 m m i ALL SCHEDULED FOOTINGS SHOWN BELOW MAY NOT NECESSARILY APPEAR ON PLANS (0(7ONa SHFEDU E MARK SIZE BOTTOM REINF'G (U.O.N.) PROVIDE 3" CONC. COVER F-16 16" X 10" CONTINUOUS 2 # 5 CONTINUOUS F-20 ' 20" X 10" CONTINUOUS 2 # 5 CONTINUOUS F-24 24" X 10" CONTINUOUS 3 # 5 CONTINUOUS F-30 30" X 10" CONTINUOUS 3, # 5 CONTINUOUS i ROOF ;HOOK COL BEAM OR VERT. REINF. SLAB BELOW TOP . BM. OR SLAB REINFORCING J NON-CONT. BARS 30 TO BE EXTENDED EsNm 22 BAR DIA. INTO COL. ABOVE. o 00 Z Z N W 5 ..im M p� IUU F- PLACE LAST- SCHEDULED _ TIE 3-(MAX.) SLOPE 1:6 BEND MAX. TYP. STARTING BELOW POINT SHALLOWEST _. SM. OR SLAB . FLOOR -- ADD TIES 8" X 12" 8" X 12" 12"Xi6". EACH EACH � SOT. REINF. o BEAM OR ' AT BEND. NOTE: THE SUBSCRIPT "m" IN Fm-16 INDICATES THAT THE F716 FOOTING IS TO BE (TYP. EA. W 3' APART. FACE : WALL FACE POURED MONOLITHIC WITH THE SLAB. LEVEL) SLAB ADDED TIES TO WA In WALL , FOOTINGS ARE NOT TO MECHANICALLY FASTENED OR KEYED TO COL MNS, SHEAR WALLS OR I'I PS. a MATCH SCHED. I TIES. , o ' z 22 23 24.25: „ a „V.. E r, �,..��.,�g, f R SHEAR WALL o W =3 i I F d N� o zm 54o m ZZ H E D U L E �W� n aW .... :COL. FOOTING ON i :.;. ".•, .•,;' •'. OR PILE CAP.. {{ COL DOWELS i ;TO MATCH 3 COL. VERTICAL CL. REINFORCING TYP. TYP. sc%eLs; - COLUMN REINFORCING PLACEMENT DIAGRAM NOTE: STAGGER SPLICES PER ACI318 WHEN REINFORCING I GREATER S ftE TE THAN 47. F 0 THE GROSS 0 S ARE I COLUMN A. L SHEARLL/TENSION SPLI S: ONCkS BAR BIZE F' 36 ! F'c= 000 F'c= 5000 I F'c= 6000 5 2 26 26 26 6 3 31 31 31 7 4 39 36 36 8 511J51 46 42 9 7411164 1 58 53 u® 18"(MIN.) CABTI'HT I 1 — 6 (MAX.) 3"(MIN.)CLEAR 'U" TYP. PLAN VIEW AT OPENING UNIFORM TENDONS COLUMN HEAD REINF. g-e� - .r.. __ _—III_- _ MID -SPAN (LOW -POINT OF TENDONS) CHAIR EA. SIDE I SLAB BOLSTER OF BEAM (SEE TYP. DET.) CENTE 1-POIN POST TENSIONING' anchor, installed loose on the tendon, to the form with split g rommet. MATERIALS - NaM: /au- V->.r MATER!nu3 AW41D-TWE;rt APUCnr;oQ ISPA!.L.I"Al Be sure sheathing remains in anchorage. Each tendon should beadjusted Prestressing Steel: VS!-. C?+CORROSIVE S`(STEM OR.E(3?L)XI_ I for alignment and profile along its full length. Use chairs and support Shall be seven -wire stress -relieved strand for prestressed concrete bars, according to the placing drawings, to attain the correct profile conforming to ASTM A416-86 Standards, having a guaranteed minimum while maintaining a smooth parabolic curve. ultimate tensile strength of 270 k:si. Place top back-up bars along the perimeter of the slab. Tie top and Strand Coating: I bottom back-up bars to the anchorages or tendons as shown. J Strands are shop coated with an approved grease to prevent bond, . reduce friction, and resist corrosion. Dead ends are to be tied to support bars and/or chairs as shown. Shearing: Check tendon sheathing for damage. I -ears or sections without sheathing I Coated strands are enclosed in an extruded plastic sheathing that are more than 6 inches in length, are to be repaired prior to impervious to cement paste, allowing strand slippage. mlN,.oA TAicir_ concreting, Anchorages: Placement of banded tendons should be centered over columns with all Shall meet the minimum requirements as set forth in " ACI Standar tendons in the band placed as close as practical within the design Building Code Requirements for Reinfored Concrete." i shear section of the columns. Placement of the tendons in the uniform direction should be such that FABIRICATION AND SHIPMENT - All tendons will be cut to length and ma' a J at least 2.tendons should be placed inside the design shear sections of for identification both by color code, as called for on the shop I -the columns. drawings, and tagged as to length. Sufficient length will be added each tendon to allow for stressing. A minmum of 12 inches for stresg h CONCRETING - At the time of concreting, a workman should be assigned end is required. to maintain tendon alignment slightly ahead of concrete placement. Dead -ended anchorage will be shop preseated on all tendons that are 110'' be stressed from en only. o d nly. Tendons intermediate stresl Care us - m t be taken to avoid stepping in on tendons o PP g n r support bars. i p P will have anchorages approximately located on those tendons during 44 support bars shall be used I fabrication. Any tendons displaced must bereturnedto its original position. v All loose anchorages, wedges, grommets, etc., will be packaged and U a oin o o ' PROFILE � marled for identification and shipped to the job site with the tend s. Concrete should be placed in a manner that will not cause dislocation Z W _rn"' °,o0In SLAB B I IT I L E DETAIL A fabrication order accompanying the shipment will indicate the numb of tendons or reinforcing steel. Becertain concrete is well O Z = n Ma;t /1(� R 0 of tendons, their length and color code, and the hardware and acres �i� consolidated around the anchorage zone. Proper vibration in these U) z °� o $oa 1. ALL SUPPORT BARS SHALL BE #4.(SEE MFR'S DWGS.) shipped. Upon arrival at the job site these quantities should be ver:lfeitd areas is highly recommended. by the purchaser, c�U! j Care shall be taken in the unloading of tendons at site. It is STRESSING - The stressingoperation may begin only after concrete test Z m recommended a nylon sling be used to prevent damage to the sheathin c Tinders cured under P y g y 0 -1 % `„ y job site conditions, have reached a minimum > > eR8 a Tendons are to be stared at the job site in such a manner that they +1111 strength of 2800 psi. -�� be sufficiently protected from corrosion due to the elements. Packa d Care must be taken Burin stressing Q Z N ° Co€'� g g operation to assure both accuracy m a o`c^2 77 hardware must be stored safely in a dry location. and safety. The stressing is to be under the immediate supervision = U �cu- = of a person experienced in this operation and must maintain strict, acme$ j INSTALLATION - Using the tendon placing drawings, locate and mark t control over this entire process. "�'`� 'I °;;up ary m m !COLUMN ___E_3_E_L_0_W ------------- L 2L 7 L 7 2L 7 S T CURVATURE STRAIGHT CURVATURE 1 =BANDED TENDONS i L LAN OF C BLE CURVAT �I1, CU i 4TURE INDICATED ABOVE OCCURS IN THE MIDDLE THIRD OF THE I r � i I I PLAN VIEW PPORT ` P.T. STRAND BAR 1 B CLEAR SPAN 1 6 CLEAR SPAN \ �w -- W Z W Z w N in CL i ::7q t�. SLAB COLUMN BO R HEAD * WHERE SHEAR -HEAD anchorage centerlines. Al. the stressing ends a 3/4 hole shall be drilled into the +arm. A anchor and to Stressing shall be accomplished by means of hydraulic jacks equipped i o_ 00 n00"M edge stressing grommet are 9 9 g with calibrated hydraulic pressure gauges. Calibration charts shall 0 um nailed securely in place against the edge form with 20d nails. accompany each jack/pump/gauge set. m3a�oc (It is recommended that the grommet be dipped in form oil for easy Preparation for stressing may be made in advance by removal of edgeforms; v removal later). or bulkheads and grommets. Check that the interior of each anchorage .oE avow Place the bottom back-up bars along the perimeter of the slab. it is free of cement paste. Clean out an i' p y paste found. m°m'�" m m Insert wedges into each anchorage in such a way that the slip is vertical.'' s a m b yo��p Place the tendons according to the following sequences: Place wedge halves evenly in anchorage. All wedges should be placed r ooc° Banded Slabs: before stressing the tendon. oa.. o ou o aF ist Place all banded tendons Mark each strand with paint or keel at slab edge, or at a given distance o®0 0.5 2nd Place all uniform tendons One Way Beam and Slab: from slab edge. Use the following sequences for stressing: a ,2 „ Mc o 3,AIGHT C. `„ 1st Place all beam tendons Banded Slabs: - a°� vS 2nd Place all uniform tendons 1st All uniform tendons „�„„ 3th Place temperture strands (If any) o 2nd All banded tendons o° LE r a�3 0 Remove ties holding the tendon coil carefully to prevent sudden i One Way Beam and Slabs: Runcoiling. Uncoil the tendons starting from the dead ends, placing + 1st All uniform tendons each one approximately in line with its final position. At the I 2nd All beam tendons SLAB THICKNESS. stressing end strip, place the sheathing back so that it is flush t I 3th All temperature tendons (If an ) v , enter the anchorage. Push the tendon through the anchorage. Note i at Position equipment for stressing, and proceed with CAUTION (Do not there must beat least 12 inches of strand protruding out from the position any body behind the equipment during operation, or between ,- i d n.a e of the form board. � equipment and building edge) If tendon is to be stressed intermediately at a c nstruction joint, He Stress each tendon to required elongation as shown on the shop drawings, form shall be split or notched. The tendon shall pass through the q t h, or up to 80% of ultimate strength, whichever comes first. Never stress f. and the sheathing must be stripped .just enough for stressing. Nail HE above 80% of ultimate (See ram calibration chart). Q Strands stressed from both ends do not need to be stressed simultaneously, M Elongation from one end will probably be greater than that of the Z opposite end. To determine if"the 'proper elongation fias been reached, O add the elongation from both ends together. A measurement of within 5% W of calculated elongation will be considered satisfactory. The wedges are then seated, the pistons retracted, and the jack removed. Z Measure and record final elon gation. ation. Accurate records shall e 1 b kept a 9 1 k p f J PI a l l 3 HAIRPIN ackin forces and el on ati � .t 9 ans and su itte J f � 9 bm d ram tl to the promptly Y Q BAR After TYP. I Structural Engineer. After all elongations have been checked by the engineer and approval Y given, the excess tendons will be quickly burned off to within I inch LU ✓� from the slab edge. T"he anchorage shall then be coated with a corrosion = preventative material .(Guth - U as asp haltic haltic or ru t 1 s o eu ai t P m n ) with the P , � .packet recess filled with a non -shrinking grout. O� MISCELLANEOUS - Coring, drilling or power driving of fasteners into slab 0 will not be permitted unless it can be determined that such action will MOONS REINF. BETA COLUMN SHA TENDON SUPPORT I N SLAB O[TENDONS BETIGHT TYP Shopfortendonplacementshow dimensions not disturb drawingsenInserts should nplace. BE for tendon and support a TAKEN AS SHEAR. -HEAD P.T. STRAND BANDED DIMENSION. TEPIDONS 1.5 "r COL SIZE :k 1.5 'T �I . COLUMN HEAD REINFORCING LIMITS 1-#4 T&B SLAB CONT. EDGE - f T ON SECTION I TYPICAL COLUMN HEAD R INF. PLACEMENT DIAGRAM CENTERLINE OUP 1, AB VE LtiYOUT IS TO BE USED AS A GUIDE ONLY. CABLE AND BAR QUANTITIES 5 -0 MIN. V-3 1'-0 MAY 2. AT DIFFER FROM COL TO COL c LEAST?WO UN+FORM CABLE SHALL PASS OVER COL PERIPHERY. NGTH OF TRANSITION ,. LE N UR - VE STRAIGHT - MIN. 3. BA DED CABLES ARE TO BE LOCATED OVER AND AS CLOSE AS PRACIICAL TO CO .�. UMN PERIPHERY. RQVIO A MIN. OF':✓¢"GONG• cOVL=Ty OU IN'1"E1210t2(1Ja�•'EKWSt3� I .I PLAN VIEW W r=AT4aW) f3AA1S A.. o A MIK7, OF' l%4" c:oNC, COVt: iZ 0kJ /'XTI-ZkJ 0R ' .. :� XPo„s.CD TLC WENsTwEli FSA,RS. CRs�WIC 13ARA.T12.RxJR!-TION. � :..r + I 12".1 TENDON ANCHOR 2 " 12" MIN. CE TERUNE OF l� MINN TAPE ALL STRAND GROUP I, #4 T&B CONT. EXPOSED CHAIR BOT. BARS STRAND CI j CENTERLINE w N N 3" OF SLAB 6• TYP, ;DETAIL FOR SLABS DETAIL FOR SLA BS CCNT. 7" THICK OR MORE LESS THAN 7" HICK DEAD END STRLSSI N G END VIEW i ANC ORACE ANCHORAGE P. FLARE T TENDON ND bar locations only. For other dimensions, such as edge +'army opening, Z TENDONS CORNER OF AGAINST PER I and other locations, check with the structural and architectural plans. v BEND. \ Deviations In Tendon Placement: Vertical locations shall not vary from dimensions shown more than 1/8 1 inch in members up to 12 inches deep, and 1/4 inch in members over 12 a 'inches deep. Horizontal locations shall not deviate more than 21 inches. j{ When conflict arises with location of mild steel, tendon location has priority. it MECHANICAL OPENINGS: TYP. HAIRPIN D E T. All piping that is 3 inches in diameter or greater shall be individually Fsleeved with circular openings no greater than 1 inch over the largest part that is to pass thru the sleeved opening. The above sleeved openings'shall have at least four inches of concrete slab between them. All lines less than 3 inches in diameter may be grouped in a single opening no larger than 144 square inches in size. Where larger openings are required for pipes or ducts, ,and are not shown on the structural design drawings:, permission from the Structural ADDED STRANDS ARE CONTINUOUS GROUPED W/ CONT STRANDS, STRANDS Engineer shall be required before the openings are cast or .cut. i 9 mI o z Openings of 144 square inches or less shall have 1#4 bar at 1 1/2 inches h LU iv off the edge, parallel to each side of the opening (4#4 bars total), o N +_$ located in the center of the slab and extended a minimum of 12 inches o i beyond the opening at both ends. ,c x 0 _ IN Q ° Added reinforcing for larger than 144 square inch openings (Unless } O detailedotherwise), erwise) shall ha ve ve � b m #4 bars t 1 1 2 s , r a / inches off the ed e s 9 , 1-#4 T&B �parallel to each side (8#4 bars total) located top -and bottom of slab I � (1 inch cover) and extended 16 inches beyond the opening at each end. < Zti PLANADDED STRAND Z _J 15 SLAB FS a. — - - CENTERLINEON LU -� 777 �LU SUPPORT BARS77' AND CHAIRS # Q DC SECTION , '' ADDED STRAND DETAI(_ 'f " ri 1� DETAIL 5 NUMBER S-4 ,q SHEET NUMBER WHERE DETAIL IS DRAWN DETAIL- MARK SYMBOL I I SECTION LETTER --fit Fjr I iU SHEET NUMBER WHERE DETAIL IS DRAWN SECTION MARK C SYMBOL W,,--TOP OF COLUMN +tt'_e (WHEN NOTED) / .. COLUMN BELOW 11 �4 COLUMN THRU 4 COLUMN ABOVE COLUMN MARK SYMBOL OF HIGH FOOTING —TOP OF LOW FOOTING STEPPED FOOTING SYMBOL SEE "STEPPED FOOTING DETAIL' 5 ..—SLAB THICKNESS I 1 J TEMP 2..— REINFOR REI NFORCING G SLAB SYMBOL 1 ' I I I i / ,--�- 4/1�, E BAR SIZE B - BOTTOM T - TOP M - MID -DEPTH IF -, INSIDE FACE OF •- OUTSIDE FACE EF . EACH FACE CENTERUN E E - ( SEE BENDING DIAGRAM) , REINFORC LEGI FOOTING SN FOR FOOTINGS NORMAL +15' WALL EL SYM + 15' T/J1 JST - STEE STL - STRUC BM CONCRI C.T. CONC. (H.P,) HIGH (LP.) LOW CONCRETE: SYM B *SYMBOL INDICATES 'T EXCEPT WHERE NOTED S Y M B 0 L__ I I I f I I I i I I I I { i• r I f` 8" 1 ELEVATOR 414' STEEL *ADDITION BEAM BY 2 4 2 OTHERS (NTERRU 5/8" PLATE UNLE5rS I _ 5- - J/16 '^ ,o C. — L 1/2. FLANGE FACE OF (-5/8" ST. S DS PLATE CENTERED CONCRETE "`-2-5/B"p BOLTS - ON EMBED do STEEL SLOT BM. WEB 4A AT G HERS PLATE, Vi"xIV11I" PLACE AT (J SLAB,> ' NOTE: SEE REQUIRED ADDED TIE REINFORCING DETAIL J AT EMBEDED BRACKETS. SHT, S-B AREA C ALTERNATE 'A' NOTES RE1N�G. 1. AT OPENINGS OF 1j NO+tMAL REINFOi 2. * HOOK BARS AT 17XTE,NDED...PAST. 3. OPENINGS SHALL B ' ' REINFORCED AC( 1/40411 m.. - 4. UNLESS OTHCRWISE. STEEL I SHALL BE UMITE PLATE a. AREAS COMMON', ELEVATOR OPENINGS SH STEEL OF THE SMAL >`BEAM BY b.. ..AREAS COMMON'I J-JSTIRRUPS O iERS 3 MIDDLE STRIP OF 1 /4 of T M. W C/C EA. SIDE c. AREAS COMMON OF STEEL BEAM SHALL BE IJ6 ALTERNATB, SPAN AND SI E ' +�• TIMES TFiC. St - 5. ALL OPENINGS SHA TYP. ELEV. SEPARATING _ABOVEUNLESS YPICAL BM. CONNECTION DETAIL OPENING STRUCTURAL NOTES I SPACING (INCHES) ------------------ ENERAL: (OL) The drawings .,rn iintended to show the general arrangement, design and extent of the war and are partly diagrammatic. They are not intended to be scalti for oughing-in measurements, or to serve as shop drawings Ol.) � OUTSIDE LAYER or ort , i4nw tn7rm P f. ' L) INSIDE LAYER H)• HORIZONTAL All details and s ctions shown on the.drawings are intended to be I!be V) - VERTICAL typicaland xhall construed to apply to any similar situation' EW) - EACH WAY elsewhere on the PIroject, except where a different detail is shown. TEMP) -TEMPERATURE The contractor an all subcontractors shall verifyall grades, lines, *PLACE TRANSVERSE TO Ievels , condi .ldn,d and dimensions at the job site and as on the MAIN REINFORCING IN drawings. Th ay whall report any errors or inconsistencies in the above LAYER' to the Architect/Engineer before commencing work. The contractor and \''INSIDE V G 'MARK subcontractor,. shall lay out their work from established reference points and be reasiponsible for all lines, elevations and measurements in ND connection with their work. If any errors or omissions appear in the drawings, specifications or other documents,' the contractor shall notify the engineer in writing of 1 such omissions or errors prior to proceeding with any work which appears in question. In the event of the contractor's failing to give E VA TI ON such notice, he rhall be held responsible for the results of any such errors or omlrAslons and the cost of rectifying the same. O L The contractor sh ll use the structural drawings together with the 'PLACED AT architectural, me hanical, and electrical drawings to locate depressed BATON slabs, elopes, drains, outlets, recesses, openings, resists, bolt STRUCTURAL setting, sluRv,19, dimunsionv:, etc. Potential conflict% shall be Shall ELEVATION ' transmitted to the Architect/Engineer before proceeding with thework. c Submit one sepia hd one print of shop drawings for Architect/Engineer Shapes Pipes review before stating fabrication. There is a period of 7`days for Tubes ( :VATION review plus time fior redrawing of corrected items. Machine 3 O L No shop drawings shall be submitted for architect/engineer review until Welds (I after they havt; b en reviewed and noted for construction method, Steel tl dimensioning and other trade requirements by the contractor and stamped with "SI ^-ELEVATON with the contractor's approval seal. Engineer assumes no reuponsi- bility for dimensions, quantities, errors painting or omissions as a result of for the • checking :and rlaviewing any shop drawings. Any errors or omissions must buildin( P) * be made good by contractor, irrespective of receipt, checking or review of drawings by engineer and even though work is done in accordance with MASONRY: such drawings. Units I JOIST necess, EL The building contractor shall be responsible for the erection and safe ASTM Ai :BEAM stability of the frame until the structural system is completed and as man) capable of, resisting all design forces. every SING NT Make adequats provisions for erection stressesand for sufficient mortar, T temporary bracing to keep the structural system plumb and in true All mat alignment until completion, including all the elements which are a equal, EV A I N- T O part of the wind resisting system. Erection operations, including the Masonrl installation of temorar P Y shoring, shall be carried out without loading ASTM C� portions of ths, structural frame and non-structural construction in EXISTING CC excess: OF their safe load carrying capacity. Where the load capacity ExistIr F CONCRETE'- ABREVATION of the structure may be exceeded, share constructed portions of the within structure, as required, to positive foundation supports. The general shall It contractor uh.lI be responsible for verifying all dimensions in the bottom, I •Field. Any in;.pections by the engineer are in the form of random perform sampling quality control only and do not relieve the general contractor made 24 from his responsibility of building according to the reviewed drawings. and Fie Cu Cf 7 iL C. Unless otherwl,c called for in specifications or drawings, all concrete FILL work shall conform to all requirements and recommendations of Fill sh l sh f)CI 301-04(05) "Specification for Structural Concrete for Buildings." ASTM D2 Concrete to bI, a'mix designed in accordance with ASTM C94-Elba, and a S )fie strength as slated below, at 20 days, with a plastic and workable ble mix. Compact P ct a A Lcrtificatp of m pufacturer's mix and`skreng'th is to be provided. No P minimum water- to be addE d fter truck leaves )ant w' p without approval of Engineer 1 PlLrigi Lip in I Proctor ant ant nI=eI^;. plant control is required, MaXimum mix time at Point of depi].1t 1 1 911. ALL per ZOO minutes. Co0cmET,' IS.n'O NAVC A MAXIMUM. WATr2 To L crnn;=f.rr rtorlo or- o.4S AUGER -CAST fir z 3vLn? 1,si (U. 0. N. ) 0r0 r"4ro,.,5 , Auger-c ConcretE Pymp I'r with pearocl< aggregate may be used in lieu of The ins I onLretc Cm x l r g i i . tandard coarse aggregate only if approved by the done in ,r L-nyu,ecr of..l„ I (red. ACI 543 ' If uCll <, ]ruv,ll is Nl iven for o str 9 UCtUra 1 beam - r: 5 or ottiel �tru- L t LI I" a 1 and Ins mr milers, till lr ay concrete strenght (f'c) specified above may be lnrr L 1 rr , 1 L 11 ) ddi Y gI i zonal 1 1 LL psi. P �Uble The r e q r The rna rn U W i, chloride ion in concrete at the 20tt1 day 3r7 tons I i rn _in' tit sh-11 IrE� 0, y "/. p5 by weight of cement for all e:eteriol^ balr_ri W 1LS nh d star r a exposed to the - N h weather. � -r The co ncrE tL A All a I u 9 LI 1lE C r =h "1 l i p c l II P nl C vh certindicating tYlc ificates e t s find' r expected n e., e g P cted maximum a xtend' i I waLcl ,olu lr hlorltle b ion concentrations (contributed From the of pile yrLdiLntss i,lrI,Idilg water, aggregates, cementitious tia s terial�, and adnriNture s)' III h denied concrete at an age of 213 d` 9 days.) All au i f L N-Dz'_ I L11fib STEEL: extendii of i P le _.. tLr be A-rl A61Z-86, GRADE- 60 (U.O.N.), free From oil loose scale_ and rust �- , t and bent lapped, + PP d, Placed, supported and fastened A coHI era ,-Iccurding to tl,,. gCod "ACI Detailing Manual"-(SP-66) and the "Building e Rr.0 with the i^, , mLnn Ls f,Reinforced Concrete" (ACI ,3le-89). Shop drawings shall be SUbmitbfd r,Ir review. Welded wire mesh shall conform to ASTM A185-85. All pili a qualil ARS A U'A N O L I AREA TO HALF I_po;;y-I_cated i 1 nfdrlrcin a g Bars shall be .used for all exterior balconies, certify.. 11 BARS (MINA A 5 TOP & BOTTO } slab,. , and i r I=, e posed to the weather, ' O OTHERIMSE ON PLANS. reinforcing` h II I. sli' 11 conform to ASTM A775\A775M-05, and 'to the above per_i:#rLatiolr. Use dabs, non-metalic or epoxy coated chairs for balconies Load te% .° Ind ,I,ilrs e posed to the weather, Use lactic p tipped chairs For forth in .i arodd within hiildi(lg interior. a _.acce tab P - — - All bolcon, b Y, Lind .stair surfaces exposer) to .the weather shall be shall be Location PEN coated witti + tluathi4r Isfully proofing material such that the steel reinforcing �s/O� proL,,,,.f_ed ' From weather e:lposure, and therefore meets the ACl If]-B9'(I. '. lc) requirements. 1111�1'iWOHI�: The ci&ui #n, ii Lion Iand removlIR f o formwork including shoring shall meet the o ACI 301--04 and the recommendations of 347-75. nrmwnrl to'. .,off its of elevated Structural'elernents such a beams, RRUPTED.REGULAR ol.,ts.-and pill, she 1 not be removed antill the supported concrete has K TOP BARS ONLY, ached dl. 4=,,a ,I Lwd thirds of its specified ".all -day compressive strength, , OR LESS,OMIT ADDED BARS AND RUN C By SIDE OF OPENING. CTLD ENDS WHERE BAR CANNOT BE i OWN ON:THE SHOP DRAWINGS A14D I INGLY, ` All LO ON' PLANS, ALL OPENINGS I 0 THE FOLLOWING SIZES ; TWO INTERSECTING MIDDLE STRIP ; BE LIMITED TO HALF THE WIDTH `'T COMMON MIOCLE STRIP. ONE COLUMN STRIP AND ONE EKING MAY INTERRUPT A MAXIM M AR S IN EITHER STRIP. I TWO .COLUMN STRIPS; OPENINGS TO 1/8 OF THE WIDTH IN EITHE BE LOCATED NO CLOSER THAN WO I THICKNESS FROM THE COLUMN. E fEINFORCED AS DETAILED r I-IERWSE NOTED ON .PLANS. i INFORCING OF a IN FLAT SLAB I ' , , r w W O wW1- _ w W ' r F Z Ua )-oW I�i w z w5v� DU. ow IL' N - ozoo V) ¢ o zw¢s�JN)- n ¢O N wg>r or O oomZZi_.M 0 F-p W H O a U Ci N w zw z a z rn _ F w e.Iwo_ w z z O 0 c L: ZW =N o�A r ern to the following ASTM designations U.D.N. U W ° u°uC S X E O 'l tes and Anchor Bolts (A36-84a) OZU °M �v.s 0 pl -84) QW vr` o3Ic r -04, GRADE. B) ! r, i° am "w ° I Its. (A3.25-.86a) WWZZ :5 E.2 8 ° F- J c wE v A5. 1, E-70XX ELECTRODE) J z yr S 0 0 0 �Ev«`« g ceive shop coats and field touch-upof Q p N o ¢ 0 € o °- paint in accordance Cf Specifications." .All welding, shop fabrication and shop U rn -P °u$ S all conform to the the AISC Specifications," (Gth Edition), ..m oaoP ign , fabrication and erection ,of structural steel for Shop drawings ..shalsubmitted 1 be f or review. ���^ ��'v o'er 0° 0 All conform to ASTM C90-05, with precast .lintels as 0a .�( ��-'a Vertical reinforcing, where called for on plans�� , shall be 0 a�0 0 86, GRADE 60. Horizontal reinforcing shall be Ladur-Type rn�v oa °r u o tared by DUFD-WALL, of^ approved equal, and placed in!orl d coursing. Wire rein -Forcing shall be completely embedded in §.25egr ire reinforcing shall be lapped at least six inches at splices. �«00C 000°,0 y walls shall be attached with hove fail Anchors, or approved all vertical joints at concrete columns,(wlthe)(r�.c cePtlOhAtgroudPrloov), o $° 0 £ out) n where g, ca lied for on plans, shall conform to Q.aS o a 83, C270-96b and ACI 531-79(03), A TION: �NtiOo.� c 0 '. soil S - o shal l be compacted to 98% Modified Proctor (ASTIh D1557-78) #°-a�'c3 'rao distance of 5 feet beyond all building edges, This compaction festive 24 inches under the stripped subgrade grade or footing ik u chever is lower. At least one Field Density Test shall be d for e OO each Z O square feet - q t of area. Density Pests are to be I� L hes below the compacted surface. Results of Proctor Tests) j Density Test(s) shall be furnished to the Engineer. I M C w O 11 be clean, well graded sand, classification SW per J 85 with less than 12% passing d#200 sieve, to be ~ sieve analysis. Q )i shall be accomplished by using a static roller havin g a Z al weight of 23,000 pounds. Remo' O �fining fill shall be brought of not more than 12" and compacted to 90% Modified Z ()3Ti'l D1557-7B). At least one densitY hag1 e 4 mad test s W uses feet of b I e Lildi9 n are a. i MCRETE PILES; Z concrete -r piles (/4 die.). UD.0✓FOUh/09r/O�✓Z9✓ '1 ^- r la tion an d desig n of au 9er- �[ cast concrete shall be W r ordance with all requirements and recommend ations dot' ions of (80), "Recommendations for S Desi gn, n Man 9 , ofac X I an on of Concrete Piling". tare O O d sa fe F load capacities shall be 70 tons for compression or tension. a O -cast compression <.> Pile s are e to have a e r�/ O centerline of pile � minimum of 75'-0" into pile and to be hooked .3" from to S P Z cast tension piles are to have /ff// centerline of pile he full length of the pile and to be hooked 3" from top P. ion and tension load test shall be Performed Applicable Building Code" criteria. in accordance installations shall be performed tinder the supervision of d, registered geotechnical-engineer who shall upon completion, e safe capacity of each pile. shall be made on piling in place. The criteri a, a, as set le Applicable Building Code, shall be used: to establish y of the tested pile. Load testing apparatus and procedure i mitted to the Engineer prior to the begining of the test(c), the load test(s) shall be at the discretion of the Engineer. ' P/CES fN9ll H91iE / #/4 �E.;/1E�C/c%E', i m ryAA w r v I r t I ,� , ' r I S 4 t ':. � 'C' SOIL i 1Ft 3M1f II i I II B r IIBR i.5vr1 II 1 ..- ". L. P12 SINK Oi 0. 1lrlw 10r'Oli6f1 - • ` ` r Q cr KilCl 1 GALLERY I i A '. Pt wC III' i I' I I k a . ams5�mlkl�o' �c ' I I,., I ` : t 2ND FL ONLY i. ON TO 1ST FLOOR S Ok 1 r D FL ONLY I. PBIola � I r I r RIO y' w r ',. R NER TERRACE RIVER TERRACE r I . 1 - P <` : 1 L t , v 15 F , Y r � PLUMBING TYP! F N I _ _ IlO , SCALE: 3. 176"=1'-lY .I 'i,, { mr 9yr`,'x� r .�. , ,d I , - x , - I i vj Y � , r, I I -77 { Ilx. „ ..,.....,.. a 8a.;., v.._.. rn ,., ':: .5 .. =L «� .:._. �. :-. a J. ... ' .. ..an.) ..v �. Gr:.w ,. �....��s::u, ., _. a�.r_ :� -. ...� .d„.�� -.. .._ u, .._8 .._. .. » .:�. d �1, ��9.. d1 ....w. .s I -�.- v -.. ,t... .. ..-. -. L `� --. - v �_..m_. ..ti, w..._,. rs._.. .. z.�.Q. mod.. ...., :✓ f .,.:_...�.}��L:,.. _.. .... [ .,,�. S+,F..S�� �.+. d.ru,.?.�'�i.�w�' L II m V C � W c O � U 'L 01 O O L'i jLr) ro o N V) S TOTAL DFU'S: 104 1 N O m 1� 1 I 1 1 1 1 1 1 1 1 ! 1 1 1 1 1 1 1 1 1� 1 1 1 1 1 1 1 1 1 1 1� 1 1 1 1 1 / 1 1 I 1 _v—vl S TAL DFU'S: 39 3 3R REVERSED P11 SINK 1.5 (TYP) S TOTAL DFV'S: 91 4 S14R REVERSED 0 S TOTAL DFU'S: 65 5 S/5R REVERSED S TOTAL DFU'S: 65 6 S16R REVERSED SANITARY RISER I 1 I 1 1 ; 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 I 1 1 1 ; 1 Y V I 1 1 � 1 � ; I 1 1 1 i 1 1 I 1 1 I I 1 I ; I 1 I 1 ' I 1 I 1 1 I 1 P8 SHOWER 1 2 (Typ) � t/2• S TOTAL DFU'S: 26 7 S/7R REVERSED �J Mm S TOTAL DFU'S: 39 B S18R REVERSED P2 LAV 1 (T }P) �,,2pV1R ; 1 I I 1 1� ; I 1� 1 I 1 I ; 1 1 1 1 ; ; 1 1 1 I ; 1 1� 1 1 1 1 1 1 1 ; 1 I 1 1 1 1 I j 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 / 1 1 'r Ily/ ,• 2 1 1 1 i S TOTAL DFU'S: 13 9 S19R REVERSED rp 1-0�N SINK 5 (TYP) SEAL NOV 91992 C i N M. n c 0 0 av U �l N Q1 O O iv.1J �i �I REVISIONS: JOB NO.: _ 90042 DATE ISSUED: 912192 DRAWN BY: MMs DESIGNED BY: DAW CHECKED BY: DAW APPROVED BY: DAW SHEET P-3 OF 4 SHEETS PLUMBING LEGEND �sY#fBOt ` DE5CFMPTfON TION SOIL, WASTE OR SANITARY SEWER S,SAN �++�+ Sw — STORM DRAIN, RAINWATER GRAIN Sw — — — — VENT PIPING V -- 'W -- POTABLE WATER W —, — COLD WATER PIPING CW IHOT WATER SUPPLY..(140 ') HW — --'— --^—C— CONDENSATE PIPING C EM — WATER HEATER EMERGENCY 'OVERFLOW EM —TP— TRAP PRIMER PIPING TP 0 FLOOR CLFWIOUT, YARD CLt0U7 OR ChFANOUT TO GRADE WALL CLEANOUT µrCO, — --7RP ——{>4--- GATE VALVE 14 T♦:MPERATURE - PRESSURE RELIEF VALVE TPV Z HOSE 'BIBS — B ^VALVE! IN YARD BOX WH --+H UNION! i — WATER HAMMER ARRESTER WHA ! PRESSURE GAUGE WITH G"t COCK THERMOMETER ABOVE FINISHED FLOOR AFF VENT ' v VENT rHRU ROOF VTR SANITARY CLE4NOUT sco WALL CLEANOUT WCO ELECTRIC WATER COOLER EWC FrXW oeswNnnON �•- PiXlt1RE wwE Pi 2 s `(1W )RISER) REVISIONS: JOB NO.: 90042 DATE ISSUED: 912192 DRAWN BY: MMs DESIGNED BY: DAW CHECKED BY: DAW APPROVED BY: DAW .00 I vJ„7,. 1s; � vi 1 AA i. I Y ,. 1. �. WALL FACE -� i STEEL COVER ° TO THREADED �=ITCHEON PLATES - -� . " UNION--- 3 4' HOT WATER HEAMER TANK WATER SAVER TRAP PRIMER P $ 7 RELIEF V CLEANOUT PLUG PIPING IN WALL P dt ?DISCHARGE LINE RU r0 - GATE VALVE — RISING STEM FINISH WALL & UNDER FLOOR 3 112" ABOVE BOTTOM OF I 3/4" COLD WATER TANK DRAIN VAJ, 01I� FINISH FLOG IIC OF WALL FLOOR DRAIN q: 1" EMERGENCY Y E DRAIN LINE. TO EXTERIOR WALL. 0*7 III.. .3p. 24 GA GALANIZED STEEL MIN. 1 1/2" DEEP qy .O.r(Y- A. 4:`l ..•. �. � N s.� A'!, ..VA .. �,..�-� -. I P-TRAP � WA TERSAVER TRAP PJ MER _" R DETAIL ELECTRIC WATER H A SCHEDULE urrr tam v�nr�5O ►srEs NO. NO. JI � A I VMbt !•� 4500 208 2a{ 'Pan ------- - -------- I I , cs b 0 b b �i C b o ,Qf L q) Q � ,C o rn m� Y W o0 C � , u vC o "1 N n 3° (2) II i JOB DATE DESIGNED BY: MMs CHECKED BY: DAW APPROVED BY: v f , v a P Ow Y w 1t W k 1 M a y �w r I ,^s y i . 4 4'AA ky �d I v W I j. E if S�" y I, l 1 ey I � 1 4 If{ I P 41 , 4 p if � 1 t IIt , I i� { u. r•, .,IAa. car= S q�� } fl �j5 � 1 a aryl t 1 IF k G t T , I r5� R ,ry E. MAI- v _ Q) > 0 W O O N U U '[ O1 O O tyj {� C CO o (N (n � II 0 REVISIONS: JOB NO.: 90042 DATE ISSUED: 912192 DRAWN BY: yy1,, b b ` ` b N Q O v A` W v L ral m C � C O O W � N O1 O _O «j co O i 0 r REVISIONS: JOB NO.: 90042 DATE ISSUED: 912192 DRAWN BY: MMs DESIGNED BY: DAW CHECKED BY: DAW APPROVED BY: DAW SHEET FP-2 l SEAL c — i !L V 0 OD N N n O A` W v �v L Q C U Obi m C � N U C •� W V c� 0 1, TT J REVISIONS: JOB NO.: 90042 DATE ISSUED: 912192 DRAWN BY: MMS DESIGNED BY: LM CHECKED BY: DAW APPROVED BY: DAW SHEET FP-3 OF 4 SHEETS fl'� i h g f+�xf _. ..^i _"fi' a, �• ,.I. "Yz fl ,�+rP'�5+ IWT � I N' low .:. r r' I I r KMUMT 1LY wRAI I 11 rN Pw ommum Now 2 r wa aua VALVE 12 roam rw 3 ♦ x A x 4 asoorp TIME 13 .way ruv owma Lm 4 roeo&m ELL 14 Ox O x 4FLANam rR r AMINI ILT VALVE WrAr 15 x X ! PLMI� TEE 8 f 014T. YALMI RITAY�1 1e O x 4 MDUCM PLAMM 7 x t oarsnlFo dgwla 17 r wfa a+6a O x I sommR N ww MO➢ xm / 9 4 x L x is moUOOM NMACMMIII f 10 na rl�lf-rox QY•MOM / 12 Q 5 17 Q5 C4 ) I I i M.x ow I I �I I f1 i 3 I I III LI I ! I I r Q 0U iuw 14 "` ommm 16 O' ' me mw F43M 171W FiiE PUMP - SECTION : I` I I i I I i I I� i L i li r n °I iM h i I I I; ®Nw 2-x r M �r altM Ciir M to ID ID 00 N n O ` A, V i Q C am a°I v° •C O O CL � h 0 3 0 11 P Wad 114" »: ur I r raa�� um GIs MirN MrnneM lalx 2eL 'I - T r x s 9r ww Too JOB N I r —f-r Al9t 1 I,..'.. r �� IUr L4MY�rM YYw groom��—� DRAWN' BY I I 1 Yr oral f,rw swAxe MMs ' I1 11 27 DESIGNED BY• LM 11 CHECKED BY. DAW APPROVED 6Y.- SLcX C waoL VALVE ANl7 RISFR Or -Tell 111111 DAW Fp 4 w- r � 4 r OF 4 ` mmoommoom mow"' � r II d ♦fi" f Y A � I 6t y� +F A h F I' t W 3- 4 M E 3 I � � 4 rta m' � k �......TTTr..r.s:M'W. ............I I. •���� ON OIL •� P O 'I �,� II I I .. HALL Q R' UP FLOOR. TYPICAL "L. '*� 'I , ® LOBBY O. Ir I II I li I COVERED. �. I i I � � P p O GJ' P O I I i TRANSFORMER VAULT P l 'I I 1D E7Bh171 E _ _PC kC PC III JOB NO.: I T Pc j'; 90042 7 -- - -- uPENTRY DATE ISSUED: I L;�ntc;�4321 TYPICAL O 912192 \ FLUSH NOUNr IN WALL '' : DRAWN BY: _ _. J: FOR FUTURE LIGHl1NG I � PC I/ DESIGNED BY: \ \ rEASH Room © Il / MMA I I l — — — — — — — -- / CHECKED BY. \ / DAW - ---- -----'- /� APPROVED BY: , � DA F O ® I I FLOOR LIGHTING PLAN SHEET P, - -- -_ Ill l...i I I I r A I f � N N l ` f 0 14 1 fi`ia:` r y WP r. y, r II jtljtl11 I I' � ' I � I 1 1 ' �. 'r• 1/Fl MNTINNS •.. Y 26 GFI CIRCUITS ' oReceptacle- — I M •-.r Heceplacle Kitchen ;Ie Kitchen mill I umlII `° UON to 00 00 N n O u/ A, W i Q Q N y "d ,C U -6 .44 w o0 LJ Me F I I: r .I „r. H Y FIRE ALARM/COM�,u E� sneer SD SMOKE DETECTOR (RR APARTMENT SMOKE DETECTOR (2 HEAT DETECTOR LSOI: AHU DUCT SMOKE DETECTOR PULL STATION 40" AFF SP FIRE ALARM SPENCER W AFF D LIGHT STROBE FOR ELEVATOR W AFF LHJ> HORN STROBE 90• AFF �] HOUSE SECURITY KEYPAD 90• AFF ❑R RELAY - SIMPLEX 2088-9007 O ZAN O7 TAMPER SWITCH OF FLOW SWTCH END OF LINE DEVICE 0-0 WIRE SCHEDULE NOTATION ® REMOTE TEST STATKN - ® APARTMENT SECURITY PANEL FF-A-0-PI FIRE ALARM CONTROL PANEL O JUNCRON BOX - 4' X 4' X 1-112• TELEPHONE OUTLET T8' AFF �T��♦,,jj �J TELEYISKIN OUTLET III" AFF SC A APARTMENT SECURITY SPEAKER 90' AFF OS APARTMENT SECURITY KEYPAD 48' AFF ❑D DOOR CONTACTS ♦ F FIREMANS PHONE JACK GROUND FLOOR FA/COMMUNICATIONS PLAN I" ci C of o �a i Q °' ,c 44 W o0 •— L,i c 0 c N� DATE ISSUED:912192 DRAWN BY: MMA DESIGNED BY: MMA CHECKED BY.• DAW R SMOKE DETft* 0. HEAT DETECTOR AHU DUCT SMOKE DETECTOR PULL STATION 4d' AFF FIRE ALARM SPEAKER ed AFT h}. UX4T STROBE FOR ELEVATOR 90' AFT L..7� � HORN STROBE Wi AEE •.�. HOUSE SECURITY KEYPAD 9' AM O#WLAY - SIMPLEX 2OBS-9007 O Twoh1Wm ncw AW/LYM MWPPOF LINE DEVICE WIRE SCHEDULE NOTATION REMOTE TEST STATWN - c2c:l APARTMENT SECURITY PANEL FIRE ALARM CONTROL PANEL OJ JUNCTION BOX - 4' x 4' x 1-1/Y ♦ TELEPHONE OUTLET le AFF TELEVISION OUTLET IS* AFF A APARTMENT SECURITY SPEAKER 80' AFF '. APARTMENT SECURITY KEYPAD 4e AFT ❑D DOOR CONTACTS a It SHEET E-6.1 OF 14 S' 4 4@ aa: h"`R _ 2.N } Y -f IR W < I Ir I : : : A } i } 1 d 1 I I } i } I I ' 1 I I 1 1 it I } AD ,1 J / I I I I L--_0 i t I 4 i ' 1 fff�fff rr m I 1 I I _a I I` } 1 I � ' , I h R II I II • �' byyp, ' I e, I I low 1 Y -- ---.' ." "^•""• nnu w6M ., �zu2D-3/8 . 12" DARIE COPPER fill" "8" FOR LOCATION. POINT TO S LAYOUT ENFRp yTEND A MINIMUM OF to" ABOVE TOP _ "8" AND 'iFOR ION 1. Or PARAPET. .. POI RFEN 1 ( TO NO. C120 COPPER CABLE. OU $L 1 V CABLE AS THE MAIN COND AND- 1 CLOSE CIRCUIT "HERE RE N0. CB10 COPPER ADHESIVE TYPE } WITH SPLICER D CABLE HOLDER. SECURE IN PLACE. WITH AN APPLICATION OF COMPAT- A NO. C836 COPPER LOOP TYPE ./. IBLE ADHESIVE COMPOUND. PA _�,_--_---- MASONRY CABLE ANCHOR. f � \ s FASTER FUR j.;�./-- •� CABLE 3'-0" O.C. MA WISHED WITH 1/4" ■ 1-1/4• _-� /� • , MASONRY DRIVE ANCHOR. FA _-� • • NO. C120 COPPER CABLE. COURSE } d CABLE 3'-0' O.C. MAR. • t I I "^�- CABLE AS THE MAIN CONDUCTOR AND C318-3/8" CAST BRONZE POI ! CLOSE CIRCUIT WRERF, RP.pU IR IIII BASE. SECURE WITH TWO No. P85 4 WITH SPLICER NO. C309- 010 1/4" ■ 1-1/4" MASONRY DRIVE 3/8" CAST BRONZE ADRESIVF. „ ANCHORS. ;s*' TYPE. POINT H ASE. S ECU R ' E IN PLAC Wr COMPATIBLE WITH AN APPLICATAPPLICATIONOF - 1 -' ADHESIVE CiniMpOI } ET AIR TERMINAL �, B MID -ROOF AIR ' Comm I :. �\ I NOT TO �„ 1 scAt TERMI NAL IN AL Q-}' NOT TO SCALE I I 5 NO COPPER Nh CABLE. NO. C120 COPPER CABLE. COURSE 1 II I 1 III' I•COURSE CABLE. IN I CONCEALED CABLE AS THE MAIN CONDUCTOR AND STRUCTION EXIT A! AS S CLOSE CIRCUIT NEHRE REQUIRED 1N)NH WITH SPLICER `J WITHIN COLUMN AND LL CON I Ir I iPER DETAIL f \ t , Chit A ' 11 L �. I � -L—_—�.lI ,I-... 9 ...� II (f \N LED' iIN 0/OR I f Mi1f,L COq I(Ni; ROOF AS SHOWN PER DPTA EAI. OI' i II ENDS OF CONIRIIT P Y . 1 IO 111\I WATER TIGHT WITH o- NO. C120 COPPER!'ICABLL. COURSE I CAALL BELOW GRA E GROUND ROD CONNECTION. RBFER TO LAYOUT I I AND GENERAL NOT FOR I I I LOCATION. I / I I / eEE NO. C792-5/8" CAST BRONZE // / I I I B CABLE TO GROUND ROD CLAMP. 11 it I I I I II I 6 I I NO. CC70 -5/B' ■ 10'-0' COPPER- IfII CLAD STEE D ROD. REFLR TO II I1 01" LAYOUT All L NOTE 6V 1 �------0 --{ �0-- • ----�--"------ L------ FOR L A I lllddd � I � 14 "RCIAL BOOT, FURNISHED AND INSTALLED BY THE ROOFING CON- TRACTOR. SECURE BOOT TO ROOF TO MAINTAIN INTEGRITY OF THE. ROOF i' PVC D INSTALLED COIITRACIOA ' •I' :.� CONCP.AI.P,D WITHIN AND/OR MALL CONSTRUCTION; T BEWN GRADE. AS SHOWN PER DETAIL "E". 3PAL ENDS OF CONDUIT PERMANENTLY WAT= TIGHT WITH DUCT SEAL. d aw I NO. C120 COPPER DOWNLEAD CABLE. I I I Q E CONCEALED DOWNLEAD TO GROUND COCOURSE ECABLINCNDUITCnLED NSCALE UR CAL STRUCTION; EXIT BELOW GRADE AS SHOWN PER DETAIL "E". Ity ; , n I 1 I i Y n THRU-ROOF PENETRATION I I I �Pd r'.e a°%p IHrd�I Ri u��n ulk La lry I 1 4 xY. I 17NO L I Y110400*11h layout n del tt�Vllwn her 1 "d require 1 menls of underwriters' labora- I tories code 96A 1 led lightning protection systems. The actual master label will be delivered I I upon completion LIP 2 Metal bodies of inductance located about the roof such as: metal Ilashin�, gravel stops; root drains, soil " r pipe vents, insulation vents, lowers and door frames situated with 6'-0" o a lightning conductor or bonded I 1 PENIHouSE metal body shall be interconnected to the lightning conductor system ^' I : Roof , I i d No bend of a cond lot 1 forma final included angel of less than 90 nor shalt g degrees have a radflis of 1 bend of less Than` r . i 1 4 Conductors shall in rco hnect all air terminals and shall form a two-waypath from each au terminal horizon- „• -" , tat or downward to con' P x t ry connections with ground terminals. .4 I $1, - All lightning protection conductor shall be lastened not more than 3 -0" maximumspacing. 9 9 P , I, i/ w ' I $'� Connections to gro rid red or counter 55 y poise shall be made a[ a point not less than 1'-0" below grade and I 2 -O" awayfrom ioundat wall. Actual IobsRe conditions may necessitate slight alterations in art terminal and ground rod locations. h° i 1 I I { r __ _ I All adhesive type littings shall be set in place with an application of hot root pitch or A/C No, p899 adhe::, , C fix' I 1 f compound before tool gravel is applied. +, 1 .. it r`..I of outside edge. Air terminals shall be placed on 20'-0' maximum spacing around the root perimeter or ridge and within 2'-0,. OT tt?.. Connect to metallic water supply fine preferably at point of entry to the structure. , V 11+` Bare copper lightning rotection materials shall not be installed on aluminum roof or sidling or other alums- faic P 9 alumi- num surfaces and vice versa, aluminum lightning protection materials shall not be installed on copper tool- Ir in or copper siding or other copper surfaces. 9 P 9 P P l 12 For sake of clarit , we have not la of lightning protection materials on the roof L 9 9 ,.. plan. We haves installation ' each of these details on the root plan only at random locations 01; Am 13 The lightning protection system shall be installed In a neat and inconspicuous manner so that all com o- � D9 P Y P P "A Went will blend inbuilding.I �. 1, �th th¢ appearance of the s bed W 14 Midrool air termin* shad be placed on 50 -0" maximum spacing. _'ram 15 Seal ends of conduit moisture tight with duct seal or lead wedge. 16 All conduit, conduit I;gsterpers and miscellaneous accessories shall be furnished and installed by the Electri- cal Contractor. d r k F h I I All reirrtotcing, slruCWEutal, lraming and miscellaneous steel shall be made electrically continuous throughoutii a constrLVW by welding, clipping, bolting, or other approved methods. , x., 18 BiWttik; r$, windows, lowers and frames to the lightning conductor system. � I I N - M b � / v b C io m n O v n` W 'er L Q m Ql d' M 'C W N U Cd vJ -1 W V '1 00 C Iv in II i REVISIONS: DAW i CONTACTOR "Ci" AND TIMECLOCKS ARE MOUNTED ABOVE PANEL PANEL "HP" i DISCONNECT FOR ROOF PANEL "EMR"- i50 KW • f 6 f 11 a x api �a'i" 7 R • i1 � i�M i k s of .a • ^ CHECKED BY: DAW VED BY: WfiH EACH I I�G 200 3 200 200 200 (4)-3/0 THW CU IN 2" CONDUIT - 400 3 300 S SINGLE POLE SWITCH - 15AI120V S 3 THREE-WAY SWITCH - 15AI120V - ..; Sa FOUR-WAY SWITCH - 15A/120V SF RHEOSTAT SWITCH FOR CEILING FAN (LUTRON S2-LF) L. D INCANDESCENT DIMMER - 120V THERMOSTAT -SUPPLIED BY HVAC CONTRACTOR INSTALLED BY ELECTRICAL CONTRACTOR sr OJ JUNCTION BOX I tw EXHAUST FAN " SIMPLEX RECEPTACLE - 20AII20V DUPLEX RECEPTACLE - 15A1120V Ul DUPLEX RECEPTACLE - TOP 1/2 SWITCHED =~ x. OO PVC FLOOR BOX WITH (I) -DUPLEX RECEPTACLE 15AI120V DUPLEX RECEPTACLE - MOUNTED ABOVE COUNTER 1++ O POWER RECEPTACLE - TYPE AND SIZE AS NOTED Is Q Q� FLOOR BOX WITH DUPLEX ACLE ME COMPUTER OUTLET AND ♦ TELEPHONE OUTLET F rrv, TELEVISION OUTLET PHOTOCELL GARAGE DOOR OPENER MOTOR STARTER Y u POWER DISCONNECT - TYPE AND SIZE AS NOTED k' '`. O ELECTRICAL PANEL SUBSCRIPTS: GFP GROUND F T PROTE T N 42' AFF 42" AFF 42' AFF 42" AFF 42" AFF.. 18" AFF le AFF 18" AFF 18" AFF VERIFY ;x AUL C 10 IN - I "--_ PANEL/CIRCUIT WP: WEATHER PROOF ° VP: VAPOR PROOFT� -- WIRE & CONDUIT SIZE IG: ISOLATED GROUND i=, p PC: PHOTOCELL T CONDUIT -- — --- --- CONCEALED CONDUIT -- - - — UNDERGROUND -------------- EXPOSED ELEVATOR DI JF NNECTS - j 200A-208V- 411 HEAVYDNEMA 3R AT200AWITH TYPE "CL FUSES AUTOMATIC TRANSFER SWITCH ATS 400A IN)2" CONDUIITCU SERVICE VOLTAGE: 1 (4)-300 MCM CU IN 3" CONDUIT k FIRE PUMP CONTROL jli DOMESTIC WATER PUMP PANEL WITH AUTOMATIC GENERAT OR TO INSTALLED 8Y ELECTRICAL TRANSFER SWITCH CONTRACTOR (COORDINATE WITH CONTROL PANEL- MECH. CONTRACTOR AND VERIFY LOCATION) SEE SCHEDULES POOL PANEL RATOR 150KW FY LOCATION) 200A (VERIFY LOCATION) FIRE 60AHp PUMP NEMA 3R DISCONNECT 400A EMH HP AC 50 HP P 1201208V 30/4W/SN - NEW 3R MAG GUARD BREAKER ,2�aQ6V M/4W/S < Y N (4)-f6 THW CU 2" CONDUIT IN 1-1/2" CONDUIT (4)-3/0 THW CU (2)-�%10 INHN CU IN 2" CONDUIT IN 1 CONDUIT O-1/0 THW CU 12" CONDUIT (4)-500 MCM CU p I}: IN 3-1/2" CONDUIT i (4)-. /0 THW CU IN 2" CONDUIT 0 FP&L TRANSFORMER 1 i` &r. i s /4W/ N PANEL "G1" 16 UNIT GARAGE 150A — PANEL "G2" 8 UNIT GARAGE t00A q fD v O Q � C ti obi 03 � Q1 O `o C 4 00 o Piz, C N V MI R G1 G2 JOB NO.: " Lt N WYJ" W 1 At fi r' , 1 N ( A< N DATE ISSUED: DRAWN BY: ,ice- � ..�`� ,� ?�,�� „'`� .. �w� ,�• �f�. mms 14 CU IN J/4" DESIGNED BY: CONDUIT TO 3/4" X 10• ^GROUND ROD DAW x i CHECKED BY.• DAW pµ 'I " VIA j� APPROVED BY: ` : DAW SH SEAL " W _ � �p�fh N 0 V 181992 14 SHEETS i i 3/4" CONDUIT i 3/4" CONDUIT (APARTMENT WIRING TYPICAL EACH FLOOR) 1/2- CONDUIT 3/4" CONDUIT 3/4" CONDUIT 3/4" CONDUIT it (APARTMENT WIR NG TYPICAL E4CH FLOOR) (APARTMENT WIRING TYPICAL EACH FLOOR) "(APARTMENT WIRING TYPICAL EACH FLOOR) F DUIT 1/2" CONDUIT 314- 112" CONDUIT DUTT 3/4" CONDUIT 3/4" CONDUIT14_CONDUIT 314- 3/4" CONDUIT -- 3/4" CONDUIT { A b (APARTMENT ORING TYPICAL EACH FLOOR) (APARTMENT WIRING TYPICAL EACH FLOOR) f (APARTMENT WIRING TYPICAL EACH FLOOR) a 1/2" ONDUIT 1/2" CONDUIT M, r , m 3/4' XNEIVIT 3/4" CONDUIT 3/4" CONDUIT 3/4" ONOVIT 3/4" CONDUIT r i r (APARTMENT WIRING TYPICAL EACH FLOOR) (APARTMENT WIRING TYPICAL EACH FLOOR) ( EACH FLOOR) MAIN TELEPHONE J—BOX IN EACH UNIT (TYPICAL) * �' 1/ CONDUIT 1/2" CONDUIT3-1 } 3/ " CONDUIT 3/4" CONDUIT 3f C(,Yw" I is 3/ " CONDUIT 3/4" CONDUIT 1 C�x 3/ " CONDUIT 3/4" CONDUIT 3/cokb&ir ) xe� 3/4" CONDUIT 1" CONDUIT 1' CONDUIT T" 01 :` I 41 LL TEL I RISER #4 U GROUND CONNECTED — #4 CUrGROUND CONNECTED TO AIN GROUND SYSTEM TO MAIN GROUND SYSTEM SEAL �tlp' E "; d c] , Pa i r U C N O V ff nn`, Q W ,C 'O O) m � cd Cal Q O O LAJ Lr) U a, °° ° 3 � II P REVISIONS: JOB NO.: 900 DATE ISSUED: 912192 DRAWN BY: MMs DESIGNED BY: DAW CHECKED BY: DAW APPROVED BY: DAW E-10 R F F 0 J 71 FACP POWER FOR �FACP J #4 CU GROUND TO MAIN GROUND SYSTEM ,ems• 3/4" SPEAKER EVERY 3RD FLOOR CONDUCIORS O. SIZE TYPE 1 18/2 TSP 1 #12 THHN 1 1 #12 18/2 THHN TSP 1 2 18/2 #14 TSP THHN 2 #14 THHN 1 1 2 #12 18/2 #14 THHN TSP THHN BOND ° c mi i a� m� c x�( W ca U L C n, V '4J LU U � U i REVISIONS: Joe NO.: 90042 DATE ISSUED:912192 DRAWN BY MMS DESIGNED BY: DAW CHECKED BY.- DAW APPROVED BY: DAW SHEET E-11 OF 14 SHEETS RI i � RJTED VOLTAGE 120/208V-3 Phase/4W/SN LOCATION Ell III III I 120/208V-3 Phase,'4W/SN LOCAI ION rA tD VOLTAGE 120/208V-3 Phase/4W/SN LOCATION Electrical Room FIXED Md IN • S 150A MOUNTING Surfae . •CONDUCTORS1 ' . 0 Lugs MOUNTING FEEDER• • •• t RA 'ED AMPS 150 MOUNTING Surface • OODER CONDUCTORS1 THW CU BRANCH POLES 20 FEEQ" DUITi42 FEEDERCONDUIT f :.� • • WIT mint Ml 1"liC w-In I se.TT, e _!11111 INS III A .MwIlmi ■®� ■ w loll]i • .. Pump <u ■■ k ®■ . ; ,:: { � s�� � �■■■■■� . a■■■■■■■i� �� � �� � �® ..: "s��■e�s■�mmiaep ��■immi■e ..���� � �.� ■ear ei■Mi � ., �mi .�� .���9 • . ■©■i � � -._ � ��■ m.�, �al� a u �e■■ ■■■ _ :- . ---•..: - - . • • . - �■immix ®■ . �■■� _. �mi■��■�®■■■ . l HIM =Mil �e�r■® .. e■ ■■ Will Receptacles Receptacles■■ir ■■i■ . • e■e �■ r■■ �■�� � � mei■■� ■■ ■e■ .. ■■imp ■■�®■■■� • ARRUPTING RATING 10i00 HASE AIC FEEDTO •.• • DEMAND KVA 40 INTERRUPTING RATING 10,001 AJC DEMAND AMPS/PHASE 1-11,R LATCH IS REQUIRED BOTTOM 11TECTED CIRCUIT Y PANELBOARD "R11 RATED VOLTAGE 120/208V-3 Phase/4WlSN LOCATION RATED AMPS 150A MCUNTfW1 MAIN Lugs FEEDER CONDUCTORS BRANCH POLES 30 FEEDER C BRANCH DEVICES Plug -On MANUFAG Boiler Room Surface NEMA 3R (4y ,) THW CU UlT 2 , CAT NO B C DESCRIPTION BREAKER CIR. NUM. TRIP FPOLE PO EF-1 20 , 12 3 50 Cooling Ttvm- 3 EF-1 20 1 3 4 6 EF 2 20 1 5 626 E 20 1 7 8 3F-3 50 Pump P1 p EF-4 20 1 9 10 26 (6 EF-4 20 1 11 12 1 26 EF-14 20 1 13 14 1 20 Receptacle Roof 5 41t EF-118 20 1 15 16 1 20 Ligghting Pum !Boiler oom 10 17 18 3 50 Pump P2 26 19 20 26 21 22 26 23 24 3 20 Pump P3 5 25 26 5 27 28 5 29 30 BUS AMPS BUS A 108 BUS B 108 BUS C 100 GROUND BUS IS REQUIRED DEMAND KVA 47 KEYED DOOR LATCH IS REQUIRED INTERRUPTING RATING 10,000 AIC FEED TO BE BOTTOM I DEMAND AMPS/PHASE GFI PROTECTED CIRCUIT LBOARD "EMR" f41t TAGE 120/208V-3 Phase W/SN LOCATION Meth. Equipment Room fiAMPS 225 MOUNTING Surface Lugs FEEDER CONDUCTORS (4)-4/0 TMw CU POLES 20 FEEDER CONDUIT 2-1/2 C B H DEVICES Bolt -On MANUFACTURER CAT. NO. BU MPS DESCRIPTION BREAKER CIR NUM. BREAKER DESCRIPTION BUS AMPS A C TRIP POLE POLE TRIP A B C 79 Elevator 1 *200 3 1 2 3 *200 Elevator 2 79 3 4 79 5 6 10 Elevator Cab 20 1 7 8 1 20 Arrcral awing 5 Lights/Receptacles Elevator Cab 20 1 9 10 1 20 EF-15 8 Lights/Receptacles 2 Elevator Room 2011 1 11 12 Lighting 3 Elevator Room 20' 1 13 14 Receptacle 15 16 171181 19 20 � BI 4MPS BUS A 17¢ BUS B 7 BUS C 160 GROUNC BUS IS R ND KVA 76 KEYED DOOR LATCH IS FLECIUM INTERRUPTING RATING 1 000 AIC FEED TO BE BOTTOM I AMPS/PHASE GFI PROTECTED CIRCUIT • al F � , • w • ' RATED VOLTAGE 120/208V-3phase/4W/SN LOCATION 16 UNIT GARAGE RATED AMPS 150A MOUNTING FLUSH MAIN BREAKER 150A FEEDER CONDUCTORS (4)-1/0 THW CU PANELBOARD "MDP2" RATED VOLTAGE 120/208V-3 Phase/4W/SN LOCATION Main Electrical Room RAIEDAMPS 800A MOUNTING Surface MAIN Breaker 800A FEEDER CONDUCTORS (2)sets of (4)-500 MCM CU BRANCH POLES As Noted FEEDER CONDUIT (2)-3-1/2" BRANCH DEVICES Bolt -On MANUFACTURER CAT. NO. BUS AMPS DESCRIPTION BREAKER CIR. NUM. BREAKER DESCRIPTION BUS AMPS A B C TRIP POLE POLE TRIP A B C 70 Panel"HP" 150 3 1 2 3 200 Panel"P" 150 75 3 4 150 82 5 6 150 107 Panel'AC" 150 3 7 8 3 150 F Panel"R' 1 108 107 9 10 108 76 11 12 106 249 ATS 400 3 14 Space 239 H17 16 24, 18 Space 19 20 Space 21 22 23 24 Space 25 26 27 28 29 30 BUS AMPS BUS A 684 BUS B 679 BUS C 655 GROUND BUS IS REQUIRED DEMAND KVA 243 KEYED DOOR LATCH IS REQUIRED INTERRUPTING RATING 10,00 AIC FEED TO BE BOTTOM DEMAND AMPS/PHASE GFI PROTECTED CIRCUIT C N o � W Q W am N b 01 O `o Cz IS %b •C t.i CID 'O N (n O U Pool"," BRANCH POLES 30 FEEDER CONDUIT 2" ANELBOARD 11G2" as BRANIC H DEVICES PLUG -ON MANUFACTURER CAT NO. TED VOLTAGE 120/208V-3phase/4W/SN LOCATION 8 UNIT GARAGE �e. a TED AMPS 100A MOUNTING SURF A MA 3R 1 r�OMCRIPTION CCfFt. , A B TRIP C 3 , MAIN BREAKER 100A FEEDER CONDUCTORS (4)-#3 ,A•:, 20 FEEDER CONDUIT 1/2' 11 Li ht-R cle 20 1 1 f 41 1. ' UG-ON MANUFACTURER CAT. =PS DESCRIPTION BREAKER CIR. BREAKER IP POLE NU - :, TRIP POLE "So 1 1 1 20 1 t$ ~ ' 1 1 20 isils 1 20 ' '` .,;'° 1 20 NO. 11 Light -Receptacle acle 20 1 3 1 17- DESCRIPTION A S 7 t-Rece 20 1 5 1 2� �, 11 20 1 7 1 �{ 14 Door Opener 1 14 11 L' ht- 1 9 IF 1 1, Door I L' ht-Rece 1 11 12 1 3Fi Door Door Opener 2 14 14 QporO a 20 1 13 14 f Door i 1 Door Opener 3 14 3 20 15 16 1 Door r 8 -�Ck6ijoReceptacle 20 C 17 18 Door ' r 9 I Door Opener 4 14 ill ..: A a: a . ®�c�". use ..... . ■■e .: . WM Door #pener 8 DATE ISSUED: lip .. .• C :15 c'a att' ■■ ■■■ a'.912192 ..- T-'., W4 DRAWN - 10 MMS # •. " : • . . q p „' „ t o t . a,: ,: r. ;:.y, .- ,t µ .. ; . • • � •' U " , .. bpi e . P ?a w „ sv it �, n ` • 1 " � = REQUIRED �DESIGNED as • KVA YED.••• LATCH IS REQUIR• BY. INTERRUPTING RATING9 A�•f 8 :+",.p l 9 : $ •.. �� 4.. ! r . y. .�r '# fi . �.y �^, .-3F "' ;Rk'w. +fie @ s ^,_1jpTTOM , . d§.G, YMY aA' '.R • f.. �' 'BIf9�• x IN �' C a4 .' t�'��3,,ri` -gay, FNuVi. n.$ Y! J ^na..:E1Y.v za kru..e..W ir„„.m..Coe{nns�LLifdwvA.nx�it:aSAtiIl!ur'Jw>trwa.nxn fa5_.Y nr ..rr st'witd. rrv. M .. {'. CHECKED BY: r• k i Z dFIR' l" �F� M�F�i+ [' - , �x%',.v vrP'.nw �'' I APPROVED BY. DAW SHEET E-12 OF 14 SHEETS N Iii' O V ^i, W m� Y tC W Ccou O 1-+ W p C,3 o .O (N V) i REVISIONS: DRAWN BY: ION — IA DESIGNED BY: CHECKED BY: BY: — SITE PLAN ,..., .,; .. x...y,.,e.� ... ,. I. ': „ ,.r .. ,, �'-'.•-:. a,:nrl . I n., 1.' G x : I 4 f b r. #A ern I � I ^' r tf y x a i F M1 } r. ry ry a F i I III i t i 1't-1 �1� ,s—, c 0� SEAL i 0 c U 90042 SUED: 9/2/92 - - - -- 2 DRAWN BY: MMS IC BY: MMS DAW DAW SH E-144 OF 14 SHEETS