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HomeMy WebLinkAboutTiara (Bldg. 2) 47137PREVENTION BUREAU PLAN NUMBER - DATE RECEIVED County #1678 7-11-88 Tracy Industries Inc. 461-4846 CONTRACTOR: ----,--PHONE NUMBER: -- ARCHITECT: Marvin Gelett ----PHONE NUMBER: TIARA TONERS NORTH (Sands Ocean view) OWNER: — -- --- LOCATION: 3150 North AlA — TYPE OF OCCUPANCY: Residential TYPE OF CONSTRUCTION: —I sprinkled SIZE OF BUILDING: 181,661 sq. ft. NUMBER OF FLOORS: 18 REQUIREMENTS: --- — 1. Fire pump shall deliver 1000 GPM at the rooftop and maintain 65 PSI residual pressure at the same time. 2. NFPA 413, 4-1.1.1 requires that the Fire Pump Room be fully sprinkled even if the pump is in a separate building. 3. Plans accepted according to changes. 6 ;4 C�JNTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS REVIEWED BY. i ( �y� DATE !/31 SIGNATURE s i Project Name: SANDS BY TtD OCEAN_P1AR(�TOWERSS�OjZill) Architect: MARVIN GELATT Ph: Contractor: TRACY INDUSTRIES INC. Ph: GF l_6fR6( Owner: SANDS OCEAN VIEW DEVELOPMENT Ph: Address: NORTH AIA Occupancy Classification: RESIDENTIAL Type of Construction: Height and Area: Occupancy Requirements per Chapter IV: Construction Requirements: A. Fire Protection: 3 4e /(�4" S/b't6S al'74 1J e-2#7S B. Egress Requirements: Other Requirements: Elevators Sprinklers & Standpipes Combustible Materials - Interior�n Roof Coverings Light - Ventilation - Sanitation Handicap Requirements Plans sent to Fire Dept. - Date: Approved: Plot Plan Check Water FROM DER FOR iii4TE Sewer _ Energy Code N/A Paving a Drainage approval by Engineering Dept. �PA'-1 'S N/A Special Conditions prior to issuance Threshold Aff'd x avxtiaefore issuance Affidavit i Project Name: SANDS BY TtD OCEAN_P1AR(�TOWERSS�OjZill) Architect: MARVIN GELATT Ph: Contractor: TRACY INDUSTRIES INC. Ph: GF l_6fR6( Owner: SANDS OCEAN VIEW DEVELOPMENT Ph: Address: NORTH AIA Occupancy Classification: RESIDENTIAL Type of Construction: Height and Area: Occupancy Requirements per Chapter IV: Construction Requirements: A. Fire Protection: 3 4e /(�4" S/b't6S al'74 1J e-2#7S B. Egress Requirements: Other Requirements: Elevators Sprinklers & Standpipes Combustible Materials - Interior�n Roof Coverings Light - Ventilation - Sanitation Handicap Requirements Plans sent to Fire Dept. - Date: Approved: Plot Plan Check Water FROM DER FOR iii4TE Sewer _ Energy Code N/A Paving a Drainage approval by Engineering Dept. �PA'-1 'S N/A Special Conditions prior to issuance Threshold Aff'd x avxtiaefore issuance Affidavit A, L1�Lrhl(' P°�"E',ir r TE L4 A) C'itel9 Of YOUI :aiST. LUCIE COUNTY PE IT APP.,A�IOt�! be made fcr compliance -h S1rLUCIE CD Illy 41' jf}� WOtlo. LC 87d03 (CODE # ) SF`dAr,E EEWAiT NO. +LICAT ON FOR PERMIT TO CONSTRUCT TI4NA 7021 hS LOCATION/ADDRESS: 4-. A-I"0 AD,AGL_tAT TO 4 ?,IV. "r TAL- SesJDS :AL DESCRIPTION I.laP'Tta 6E4GEI '5/0 - L.1t.IT I A 'T'/D c>t-- TIJAT FLT or- tJnnTW 12.50 FT of &o JI Low 9 L.'�jhl& Lwlj e3F- „A61TtG. 14-14. 5L\2, I►,1 FRACT 5fG AS aty?-27_-V Imo! 50 ,D IMPACT: DISTRICT ZONE FEE laof`�Tt� �EAGI l� I MAP # CPRIV FLOOD ZONE =&" 1MIAREUE 2 BLOCK UNIT SEC 25 TWP RGE 4'C' KL PERTY TAX ID # I 25 Coo I - 000 - po0 .12C_ ZONE f= GMPP SIZE/DIMENSIONS �'33 AG• �'i1� `� 68 - 571.1 10Zgj EST COST -4 G,G,S-L. 21 '4 1 47• S -F A I % ' S BACKS: FRONT , REAR SIDE SIDE 4, BUILDING: LIVING AREA _ICoS�%45 ACCESSORY 1.5175f!�(L32!10AAi4T.lribla� HITECT: NAME A&IJ &ErLeTL PHONE 335'25�h ADDRESSAI 1 101 4&vvJyy gyp• CITY pl- SJ• L.04-I ST r-L Z(I'P '`i , 52 RACTOR: STATE REG/CERT # GG^G O 15eb0'L COUNTY CERT.# 9 6 7 NAME 7R,.&aY ii.lpd`aTiz)IEo5 11.IGADDRESS 35 01 S14-, A -(-A CITY STATE tL ZIP � PHONE L01 " VER OF NAME-e7LQ2�2 OGEAtiJ VIt:%I Df:V�;La r&k,%J T 20PERT�: tt ADDRESS - 21® I Na • fl" l b 1 PHONE -4 (o { - -1 CITY - FT- PI EhC-Ez STATE F-L,. ZIP 3�9 49 JE OF FLORIDA, COUNTY OF ST. LUCIE Befofe me, the undersigned authority, personally appeared 7I4oM45 Ell EE�SE who upon g duly Sworn, deposes and says that the information contained in the foregoing application is true and correct. A plicant Sworn to and subscribed before me this _ day of Iq SCHOOL IMPACT FEES Required DYes O No July 1, (305) 28&@696 Wajcieszak & Associates; Inc. Consulting Endifieers .3 1988 3 St. Lucie County Building Department 2300 Virginia Ave. Room 201 Ft. Pierce, FL 33450 Attn: Ray Ressler Re: Electrical/Mechanical Requirements Tiara Following changes have been made after reviewing by the St. Lucie County Fire Department: r 3) Smoke detectors are a part of a central fire alarm system and addressable. 5) See Note Sheet P1 for fire department siamese. 6) Smoke detectors changed to new location (see sheet E3). 7) Smoke detectors are added (see Sheet E-4). 8) Exit sign are added (see Sheet E-5,6). 9) Emergency Lights are marked with an "E" (see Sheet E- 5,6). 10) For size of fire -pump see Sheet E-9. 11) For location of the fire -pump see sheet E-9. 12) Generator location is marked on Sheet E-9. 13) A separate chase for emergency conduits is not necessary (NEC). 14) Phone jack and smoke detectors are added on the roof (see Sheet E-8).' If you have any questions or comments, please do not hesitate to call. Sincerely, Peter Frohlich PF/kl 3727 S.E. Ocean Boulevard, Suite 202 Stuart, Florida 33494 ST. UXIE COUNTY FI OD [LAZARD NOTICE COfWJNTTY DEVEIDPIe= D1RZX.1YiR ST. IUCIE COUNTY BUILDING & ZONING DIVISION 2300 VIRGINIA AVENUE FC r PIERCE, FLCRIDA 33482-5652 PHONE: 466-1100 ext.344 BUILDING PERMIT NLZ1BER 47137 Seppala & Aho of Florida Inc. O✓dM Sands Oceanview Development N O T I C E ZONE.THIS NOTICE IS TO INITMM YOU THAT YOM PROPERTY IS IN A FLOOD HAZARD THIS MEA11S THAT THE ELEVATION OF THE FLOOR MUST BE SET AT 7 FEF P, = (,MEAN SEA LEVEL) , OR 18" ABOVE THE CROWN OF THE ROAD, WHICFLEVER IS GREATER. YOU MUST SUBMIT OUR AFFIDAVIT COMPLETED BY A REGISTERED SURVEYOR, CERTIFYING THE ABOVE FLOOR ELr'VATICN, WITHIN 7UU71Y-•ONE (21) CALENDAR DAYS FROM THE TIME THE SLAB IS INSPECTED. ANY WORK DONE WITHIN THE 1idE3VTY-ONE (21) DAYS PRIOR TO SUBMISSION OF THE CERTIFICATION SHALL BE AT THE PERMIT HOLDER'S RISK. � +war • � • s��� • SIGNATURE DATE ICISLANDISLAND PROPERTY vof your submittal ST. LUCIE COUNTY EMIT AP CA W"WWjhade for compliance Vyt LUCIE COUIC03 rf I _�� PERMIT No. EC 87(13 [ (CODE #�-) SEWAGE PERMIT NO. � 7 — PERMIT NO. APPLICATION FOR PERMIT TO/jCONNSTRUCT 3 13 / B SI I%ENCE yv /gCf1B� G/% iE JOB LOCATION/ADDRESS: 06' V-Lysff C«C�"�, AL DESCRIPTION NOPTHEEN CAr-TS OF LOTS 8 Y- 9 17NO 'SOUT &EP_l'j F— F LOT 7. C tt U RI VE EPCE S BDIVLS OU p oi' _ �1 S. :C S — 5 F— EY YEE ROAD IMPACT: DISTRI ` ZONE /�c/� 'I- S/D � I V E & 5 E DC' 4 MAP #JG2L�LLJ�FLL - D ZONE ELEV PW. `#� _ Fjt#rNIT SEC 5/ TWp �rO E 1 ,� LOT 3' BLO K /U Q, +�� PROPERTY TAX ID #�3�/`�' "�` � DD O�� 0,%7 ^bp ZONE ��-T � GMPP ` t ��, 066 LOT SIZE/DIMENSIONS I��� 46 VFP N T) � - 1/7 / `�`� COST SET BACKS: FRONT '3�' / REAR / .� SIDE LC• SIDE �� 0 SQ FT BUILDING: LIVING AREA 3000 ACCESSORY �� 7I /��w�Jr��7�y+ ARCHITECT: NAME H Pfau' /v E Y 1:! tO E 11V N PHONE _�-SACS/ - �� '2L 3 ADDRESS U• S. I CITY S• ST �L.l— ZIP J S� CONTRACTP: STATE �/CERT # O + COUNTY CERT # �i_p NAME B•�CIC_ �CICJ ADDRESS CITY 1 P S• L STATE ZIP- PHONE f OWNER Ofi" NAME �{ PROP�R J ADDRESS �% S L LN 7 PHONE CITY f® A-2 S 't L 0 G f F STATE �L ZIP �� 2 STATE OF FLORIDA, COUNTY OF ST. LUCIE '/ � Before me, the undersigned authority, personally appeared N pule V t y 6� r_q NME j who upon being duly sworn, deposes and says that the information contain e%m a foregoing a&Wionjtrue and correct. / Applicant k Sworn to and subscribed before me this (� day of U U SCHOOL IMPACT FEES n r 1,�� Q I, Required []Yes❑ No t#` Notary Public'TState of,Florids at Large Amt. Pd ` My Comm' iqlon(�p r Date Pd Posted _ gs �V �bpe-,�atr-af-Ronda. "rs Commiss�ai fr2pires July 24, IM INTER -OFFICE MEMORA"'`., TO: Zoning Administrator FROM: Environmental Principal Planner DATE: July 20, 1988 SUBJECT: Review of the Sea Turtle Protection Plan (STPP) Tiara Towers North and South North Hutchinson Island, St. Lucie County ST. LUCIE COUNTY PERMIT APPLICATION: Application No.: PR-88-0946 (North) and PR-88-0947 (South) STPP Application No.: STPP-88-03 Application For: Condominium Building #3 (North) Building #2 (South) Development: Tiara Towers Contractor: Tracy Industries, Inc. Owner: Sands Ocean View Development Attached is a copy of the APPROVED Sea Turtle Protection Plan (STPP) for the Tiara development (Buildings #2 and #3) required pursuant to the regulations set out in the Sea Turtle Protection Ordinance (EC-87-02). However, A CERTIFICATE OF OCCUPANCY MUST NOT BE ISSUED UNTIL CONSTRUCTION IS CERTIFIED by the applicant and approved by the Planning Division according to the guidelines set out in Part 5 of the STPP application. PLEASE FLAG THE INSPECTION CARD FOR SIGNOFF BY ME The ap plicant should have a copyofthese_ guidelines and should contact me if there are any questions. " Additionally, by copy of this memorandum, I am informing the applicant that the County has sea turtle information signs available at no cost, which may be posted at the dune walk. If desired, the applicant should contact me. Please attach this memo to the permit file upon issuance. If you have any questions or comments regarding any of the above, please see me. CJB/cjb Attachment cc: Community Development Director Planning Administrator Building Code Administrator Environmental Principal Plahrier Tracy Industries, Inc., 3201 North AlA, Ft. Pierce, FL 34934 File: Sea Turtle Protection Plans File: Tiara (site plan tile) lBr-- -- Official Use Only DATE`S STPP Approved 7�—�b� Application No. STPP- ?F-Oy date STPP Denied Building Kermit No. date I� ST. LUCIE COUNTY D SEA TURTLE PROTECTION PLAN APPLICATION!,- t Y.Y4 y l�•�F U C COMMUNTn O;V E Iest ions: ST.LUGtt 0 A. Please read this form careful y before making entries. B. Type or neatly print all applicable information using black ink. Write "N/A" if information requested is not applicable. C. For applicants that are not required to submit a site plan, a copy of a completed St. Lucie County building` permit application may be substituted for the same information requested on Pages - 3. D. If you nave any questions about filling out tnis form, please contact the St. Lucie County Planning Division, Office of the Community Development Director: (305) 466-1100, ext.'316. .,Approval Requirements: A. Tne Sea Turtle Protection Plan (STPP) snall be approved by the Planning Division prior to tne-approval of a site plan or issuance of a building permit. B. Beacnfront lignting shall be 'approved in 'accordance Part 5 of tnis application prior to the issuance of a Certificate of Occupancy: [Tne requirements in tnis application were adopted by the St. o oust Commissioners Lucie nEnvironmental ntrol Boar C ) Cou t Co ( YY on December 1, 1986, as part of the St. Lucie County Sea Turtle -'—` Protection Ordinance, No. EC-86-02.1 r 6il�, CD umiry DEVELOPMENT SL uJ I-E Co fI � v A PART 1 - GENERAL INFORMATION u APPLIC NAME: `� ANT RACY INDUSTRIES, INC. COMMs"cuuEc FMEN APPLICANT ADDRESS: 3201 North'A-1-A Fort Pierce FL 34949 APPLICANT TELEPHONE NUMBER: (407) 461-4846 LEGAL DESCRIPTION OF SUBJECT PARCEL: (In4ude street address if available.) North Beach Subdivision - Unit I a subdivision of that part of North 1250 feet of Government Lot 2 lying East of Atlantic Beach Boulevard as recorded in Plat Book 7. Page 50 of the Public Records of St. Lucie County, Florida. PROPERTY TAX ID NUMBER(S): 1 425-601-0009-0006 PLEASE HAVE THE FOLLOWING ACKNOWLEDGMENTS NOTARIZED ON PAGE 2: I CERTIFY THAT: (Please cneck Box A. or B,.) A. [ ] I am the record owner of'tne above described property. B. [ x] I am not the Tecord owner of the above described property and -I nave"autnorty to act as agent for the record owner. ICERTIFY THAT ALL INFORMATION SUBMITTED WITH THIS APPLICATION IS TRUE AND COMPLETE TO 'THE BEST OFMYKNOWLEDGE. Signature Date STPP Application 6f3/87 Page 1 of 7 lul 9 1988 STATE OF FLORIDA COUNTY OF ST. LUCIE COMwUNiT1 DEV! / ST LUWE rD. Before me personally appeared9 t�i'/.,y; to me well known and known to me to be the person described in and who executed this instrument, and acknowledged to and before me that he executed said instrument for the purposes herein expressed. WITNESS my hand and official seal, this A� day of May A.D., 198$ 0 NtctaryPuMic,State Y-lPII is -State of rlorioa My Cnrmicsicn Exp r¢, May 4, 7992 My commission expires IF BOX B. ON PAGE 1 IS CHECKED, PLEASE INDICATE THE PROPERTY OWNER'S NAME, MAILING ADDRESS AND TELEPHONE NUMBER: Owner Name: Sands Ocean View Development Owner Address: 2901 North A-1-A Fort Pierce, FL 34949 Owner Telepnone Number: (407) 461-4951 PLEASE INDICATE THE STATUS OF THE FOLLOWING PERMITS FOR THIS PROPOSED PROJECT: Army Corps Engineers Dept. Environmental Regulation Dept. Natural Resources Permit No. N/A N/A Dates *Pending Issued Denied South Florida Water Management District Other (Specify)D.O.T. NIA * Date Application Made STPP Application 6/3/87 Page 2 of 7 PART 2 - CONSTRUCTION INFORMATION GOfAMUNITY OEVELOPMeNI ;T ;. GCI. "0. R CHECK ALL APPROPRIATE CONSTRUCTION ACTIVITIES AND INTENDED USES DESCRIBE BRIEFLY. USE ADDITIONAL SHEETS IF NECESSARY. Private Single Dwelling [ ] Private Multi -Dwelling [ ] X Public ( ] Commercial [ I Beacn/Dune Project [ ] Beach Access Point [ X] Mechanical Beach Other Construction Cleaning [ ] Seaward Of Dune C ] (Description) Two dune crossings Two 15-story condominium buildings NAME OF CONTRACTOR: Tracy Industries SCHEDIIr -�•1 E �t :, r Phase # From To :'�„- i� o �i • 15, `F. � �. PR . 15; �b`i '"�0.�� ld LINEAR FEET OF SHORELINE SEAWARD OF THE PRIMARY DUNE UPON WHICH CONSTRUCTION IS PROPOSED: (If applicable) Total-12 feet 6' for each dune walk STPP Application 6/3/87 Page 3 of 7 JUN 9 i988 DESCRIBE PROTECTIVE/MITIGATIVE MEASURES TO MINIMIZE CON$ IMPACTS ON SEA TURTLES: (Refer to attached Guidelines for assistance. Use additional sheets if necessary. A copy of Environmental Control ordinance EC-86-02 is available for purchase in the Building Division.) Preliminary site survey, daily nesting surveys, relocation of found nests by State approved agents, records of daily nesting surveys to be supplied to Agents upon request. Daily nesting surveys will not be supplied if construction of the dune walks is begun after October 31 1988. VEHICLES, EQUIPMENT, AND MATERIALS: A. Number of vehicles anticipated curing construction —*--- A41• � -T,* B. Type of vehicles N/A 7-(0 UrwwS C. Type of equipment and materials to be used seaward of the primary dune (if applicable) Hand shovels, saws, hammers and drills for construction of pressure treated wood members D. Location of beach access points to be used in movingiequip- ment and materials to and from the construction site.' Along path of dune cross which will follow path of least vegetative resistance. Sea Oats will be relocated if found growing at piling positions. STPP Application'6/3/87 Page 4 of 7 i JUN - ? 198" CONSTRUCTION AND SECURITY LIGHTING SITE MAP CHECWLI L COMMUNITY DEVELOPMENT S1 LUCIE CO.,FL [Tne maps and information required in A. and 8.1 below must be submitted. Use the site plan map to depict the additional infor- mation in B., if applicable. Please eneck submitted items. Mark "N/A" in the space provided for B.2, B.3, and 6.4 if not applicable.] Applicant` Official Use Use A. St. Lucie County Property Appraiser Map [ ] (with subject parcel nignlignted) [X ] B. Site plan map drawn to scale witn a nortn arrow including: [X ] [ `} 1. Proposed site activities 2. Temporary nignttime security lignts [X ] (Location/number/positioning/type) 3. Nighttime construction lights ] (Location/number/positioning/type) [hone] [ V 4. Extent of areas illuminated seaward y� of the primary dune r ¢lone} Ta co ned STPP Application 6/3/87, Page 5 of 7 1 JUPI - 91988 PART 3 - LIGHTING INFORMATION DEVELOPMENT DESCRIBE PROTECTIVE/MITIGATIVE MEASURES TO MINI14IZE LIQNTt21Q IMPACTS ON SEA TURTLES, INCLUDING MEASURES TO PREVENT DIRECT ILLUMINATION OF AREAS SEAWARD OF THE PRIMARY DUNE. (Refer to attached Guidelines for assistance.) Construction during daylight hours only with security lighting at west of buildings less than 15' from ground, no beach illumination, no high intensity lighting at y - H L-LLL- L w�< east of building, shielded balcony lights, parking lights throughout, tinted glass, low intensity lighting of stairs shielded from beach. PROJECT LIGHTING SITE MAP CHECKLIST: [A site plan map must be submitted for any applicable informa- tion required in A. below. The site plan map from Part 2 may be used if both construction and light information is clearly depicted. Please check submitted items. Mark "N/A" in the space provided for A.1, A.2, and A.3 if not applicable.] Applicant Official Use Use A. Site plan map drawn to scale with a north arrow for.all areas within line of sight of the beach including: **1. High intensity spotlights, flood- lights, and other fixtures (Location/number/positioning/type) C X ] C ] ++2. Other light sources j (Location/number/positioning/type) C X C V ] 3. Extent of areas illuminated seaward of the primary dune C X [ ] ** Incandescent, fluorescent, mercury vapor, high pressure sodium, etc. ++ For wallmounts, balconies, walkways, roadways, parking lots, decks, signs, recreational facilities, dune crossovers, boardwalks, landscaping, etc. y h STPP Application 6/3/87 Page 6 of 7 NNavcu 011M uuNavau/ 4. Pedestrian Traffic Ways a. Internal Walkways b. Beach Walkways/Decks C. Beach Access Points d. Dune Crossovers e. Piers f. Other Structures S. Ground Level Barriers a. Improving Dune Height b. Planting Natural Vegetation C. Hedges d. Privacy Fences 6. Dune Vegetation Sprinkler System 7. High Intensity Lighting (incandescent, fluorescent, mercury vapor, high pressure sodium, etc.) a. Spotlights b. Fl000lights C. Safety/Security IN /A] �NI X j [ X] [ JJ I Ji (VA, 8. Low Intensity Lighting a. Wallmount Fixtures X] [ V] b. Landscape Lighting 'Y ar4"` [ X3 [ '] C. Balcony Lighting —itinl�E�T WALL [ XJ [ V] d. Parking Lot Li htinM°�N7s 9 9—.sH,eLcs ss zc [ X] [ ] 9. Tinted Glass [✓ 9 /f �lrClikuef*ck 10. Tint/Film � [] VIA / FY2��k [ 1 /�� i+ Tow 11. Other: (list) Low intensity pool [ X] deck lighting viFrL.,L-!_ -"< STPP Application 6/3/87 Page 7 of 7 r -3 .:iiLJl�ry PLAN' R'-VIEW _ fv .l\—•��.1 _'v - ------ — -- —i --- 4'#r- :, Type of use as ae�inea -by Zoning Orainance. M. Z LI 14 e a ) P d r k i n-g: - _ R_at1 D - JrJ _: Number Re aired Number Proviaeo�� hb�{ / �7 Hanoicappeo Required 5' Hanoicappeo Provioeo `q tibi" SIN �t CA"'(� Offstreet Loaning Area? Y:- _N: 0.) Landscape: Approval CaN �Fc+c� Tow Frr{ft Disapproval Li -� I ��bti 4bl A W+." •laCe�c� L 11N rllf LR fN . ti- �r-%h,t A�Jla ��r.weY e<M be iss�eo . o.) Signs: Inaicateo�_____ Not Inoicatea ✓ ` Nate: Separate Permit Requir�o 0.) Setbacscs.4WOW Approval ! rF a Disapproval �„X� Bi'�'N0�j"' WWI d rg t ?�� ri ve.ss :b'#u r S.f xv er f Base duilding Lime Compliance Y:� Building Spacing ForuIa Useo Y: {f� N:� e.) Driveway Compliance - Refer Oroinance 87-0 Approval_ Disapproval Note: Driveway Permit Required r.- -/ Y : ✓ r. •3, ) Roio I,r,Vact Fee n.) Comments:_L eVIM41t CAI �oc ISS'Je , � _ Date In: - � Q Date Out: � --- Reviewer: � S ST LUCIE COUNTY ROAD IMPACT FEE CALCULATION FORM Name of Feepayer SO-4,t�CaJ Addressc�_�c�Dp3Vp�gp_�� Date _ L _0�0_-c _ Permit f Road Benefit and, ollect cn Zone 0 _ _ — _ _ _ _ _ _ _ - - - - - - - The impact fee calculated herein has been determined based on the fee schedule adapted in St. Lucie County Ordinance 85-10, effective February 1, 1986. - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - IMPACT' FEE CALCULATIONS LAND USE FEE PER TOTAL �TYPE UNIT a IMPACT FEE 0 UNI\TS ...../„......... 0 SO FT (1000)........... 0 PARKING SPACES ........ 0 STUDENTS ............. ff�`{/�/� �x� •.Y•.. �Vi..1� JY Project Name: SANDS BY THE OCEAN '1,IARA ZOWERS (SOUTH) Architect: MARVIN GELATT Ph: ��5_7i94 Contractor: TRACY INDUSTRIES INC. Ph: Lrl-ARAf_ Owner: SANDS OCEAN VIEW DEVELOPMENT Ph: 46t-Lost Address: NORTH AJA Occupancy Classification: RESIDENTIAL Type of Construction: Height and Area: Occupancy Requirements per Chapter IV: Pyl 5z27 Construction Requirements: A. Fire Protection: /�1- F/pw' /d 46 Sn�y 9e.2#ZS B. Egress Requirements: Ci/f/ Other Requirements: Elevators Sprinklers 6 Standpipes 6 Combustible Materials - Interior 1�®ttGdM�4xr&'1e �/X Roof Coverings Light - Ventilation - Sanitation Handicap Requirements Plans sent to Fire Dept. - Date: {0-1 7 Approved: Plot Plan Check Water FROM DER FOR Sewer i Energy Code N/A Paving & Drainage approval by Engineering Dept. i,PA 9 s N/A Special Conditions prior to issuance Threshold Affidavit/Before Issuance Affidavit SLAND PROi E iY St TE PEA P.JIewof you[ s0bm0:31ST. LUCIE COUNTY 11 be made icr cernf,lience 'h ST. LUCIE COUNly ,.c}iprMyo. EC 87 U9 r caoE 0'P LICATION FOR PERMIT TO CONSTRUCT _ 11laPNA I OtY�T,y LOCArTION/ADDRESS: h�o 1-t�. AvjAC.L_V1T Te K• t,to. ®P• TAEZ sn►JDS AL DESCRIPTION 1,4apnTij i5L-&4t1 S/D - Ll1aI [ I A s/D of TIJAT .F2,T of F-. eF cvoJl LoT 2 L_ it.4& 1-esj eiF- D IMPACT: DISTRICT ZONE FEE tooP-,TiA bi= AC-0 MAP # FLOOD ZONE a 1 BLOCK f5 UNIT I SEC TWP �-34 C3 ERTY TAX ID 25 Co I - oCOC7'1 - ppCO V ZONE GMPP SIZE/DIMENSIONS �' 33 ate. �i ?�.'� - °I flPl - :371.1 - 10 Zt? EST COST 4 ,9y®, ACKS: FRONT G,G•S. REAR 2 + SIDE � I •5 + ( SIDE FT BUILDING: LIVING AREA I Cos &45 ACCESSORY 15-I57t7 ( r7V0AAI4T• 5•b�'/ "HITECT: NAME ���t,�l�yr,-L&TT PHONE �J35 25`1' ADDRESS'-17 I 4m,.JV4 iL)2. CITY Pj, 51. LJGI ST F�. ZCI`P ['�,� 5 . ..',T.,RQACTOR: STATE REG./CERT # GG'G O 1 5 gJo 2 COUNTY CERT # `� I /t NAME TR�G� II.�DVST�IIES II1G'ADDRESS '�ZOI p.�v, �•�•, CITY FT • ft E-- F )Gl STATE P L . ZIP 34`I-1q PHONE %I - (o DER OF NAME '�ILQ25 OG1=nI.i vle:,�./ 17t_vE:Lorn L✓ T :OPERTY: ADDRESS 2 I ��• �" I d PHONE (( CITY FT• STATE F_ ZIP 3d � E'OF FLORIDA, COUNTY OF ST. LUCIE Before me, the undersigned authority, personally appeared TI &1/AA5 I who upon g duly sworn, deposes and says that the information contained in the foregoing application is true and correct. AlAplicant Sworn to and siV6acribed before me this day of 19 r0 v. SCHOOL IMPACT FEES I!l Required ElYes ❑No �'f(I�� St %E PLfi A) ;rt fl iedyaur t�mit,3IST. LUCIE COUNTY PERMIT APPLICATION will E I ,�fe tu'rempliance wit1 ST,*LUCIE COUNTY �C ��✓ }��,� pEfkAN ONbj 2. Le, 87-03 ( CODE .# ) SEWAGE PERMIT NO. --. kAPPLICATION FOR PERM TO NST Uf j TI0 � ���V �S SoLiT+�. �4 GoJbnn� e,1t0A\ LOCATION/ADDRESS: (} 1!EGAL DESCRIPTION AD IMPACT: (STRICT K 4-NE FEES V ACK AX ID ft SIZE/DI r I O i MOIR W,� 'I".t I: S CCSL y oc o •h a Ai - cu SO Nrr LI `NG AREA I Co _ AC SSORY "� 5� Lr7 LI 6") ARCHITECT: NAME A L ?-l\/ I 6v & ONE 3 ADDRESS I O CITY I ST ZIP 2 CONTRACTOR- ATE 13� RT $k G L O o NT CERT $� ` ti 12 A RE CITY F I � G� TE ZI� , ONE � I'L OWNER OF �E O v�/ �V PROPERTY« 2 O A' P NE 4& I' 49151 DDRESS CITY � '. E; . GE STATE F ZIP 3 q �� STATE OF FLORIDA, COUNTY OF ST. LUCIE Before me, the undersigned authority, personally appease T� `�QS��5� who upon being duly a information cont ' ed in the foregoing application is true and correct. 7dbefor �_A plicanfi peSW to and s!bsm day of 19 SCHOOL IMPACT FEES - Required ❑ Yes ❑ No Notary Public, State of Florida at Large Amt. Pd. My Commission expires:.. Date Pd Posted _ III RECEIVED DEVELOPMENT COORDINATQN ST, LUCIE CQ., FL LEGAL DESCRIPTION Lots 8-20 of Block B, North Beach Sub. division, 'as recorded in plat book 50 and also Tract ?� Page s R and S of Corsi Cave Beach Subdivision as recorded in plat book 11, page 30A and also that part of Govern- ment Lot 2 lying Fast Beach Subdivisioof A -I -A leas the North n and that part of Govei7t_ ment Lot 3 lying Ea that of A-1-A less the Coral Cove Beach Subdivision, all l 25, Township 34 South Ping in Section , Range 40 East, St. Lucie County, Florida, S AND ,S ,4SpC/ATE'S 1 /+ CONSULTING ENGINEERS NC. and LAND SURVEYORS FT. PIERCE' FLORIDA QED DRAWN n.� DATE s�/6�Bo SCALE SURIle y MADE F'OR S0Z/7-iyE-AS7- 4- TV r PR/SES FILE NO >y6-- J08 N0. / SMEET r.. � oi_ 9Fu.. 'al •.. NORTH ll Il U 41 C YNSOV V VER V ES 2901 NORTH AlA PHONE: 465-3562 FORT PIERCE, FLORIDA33449 April 11, 1988 Evergreen Property Development, Inc. 3201 North A-1-A Fort Pierce, Florida 33449 Attention: Robert Nelson Re: Tower I of Tiara S 4'V-b.S O F 1-# E This letter shall confirm that North Hutchinson Services possesses an exclusive certificate authorizing it to provide potable water and sanitary sewer service to the above referenced property located on the north barrier island in unincorporated St. Lucie county. North Hutchinson Services provides potable water to the service area through an eighteen inch subaqueous crossing with water supplied to the utility system from the Fort Pierce Utility Authority. In our view, adequate and sufficient potable water capacity is available at this time to service the above referenced project. North Hutchinson Services has an existing sewage treatment facility located approximately contiguous to the above referenced property on the westerly side of Highway A-1-A. The existing facility is near its designed capacity in flow utilization, although the Florida Department of Environmental Regulation indicated that it would continue to permit new sanitary sewage system collection permits for projects on the island anticipating to connect into the NHS facility. However, we recognize that a substantial increase in treatment capacity is necessary to the system at this time, and we are vigor- ously pursuing design, permitting and construction of major improvements to the system and believe that we enjoy an excellent relationship with the regulatory agencies in that climate. Although the available capacity of the system is, as of the date of this writing, limited, we would anticipate that substantial new capacity will be on line and available for utilization by potential customers within our certificated service area in approximately t Evergreen Property Development, Inc. April 11, 1988 Page Wo twelve to eighteen months. We would anticipate signing a consent order with the DER outlining the timetables for such construction within the next thirty to sixty days. Should you have any questions or comments concerning the above, please do not hesitate to contact me. Very truly yours, Vk' , _� . V'iu1 Ivan S. Novick General Manager TO: FROM: DATE: SUBJECT: INTER -OFFICE MEMORANDUM Zoning Administrator Environmental Principal Planner \-J B May 10, 1988 Review of Building Plan Pursuant to the Sea Turtle Protection Ordinance (STPO) Tiara Towers North and South North Hutchinson Island, St. Lucie County ST. LUCIE COUNTY PERMIT APPLICATIONS:. Application No.: PR-88-0946 (North) and PR-88-0947 (South) Application For: Condominium Building #3 (North) Building #2 (South) Development: Tiara Towers Contractor: Tracy Industries, Inc. Owner: Sands Ocean View Development REVIEW: At this time, the development is not approved for compliance with the Sea Turtle Protection Ordinance (EC-87-02)(STPO). Pursuant to the regulations set out in the ordinance, an approved Sea Turtle Protection Plan (STPP) is required for the above subject development, prior to the issuance of the building permits for Buildings #2 (South) and #3 (North). CONCLUSION: The building permits shall not be issued until a STPP has been submitted to and approved by the Planning Division. By copy of this memorandum, I am informing the applicant of the need for an approved STPP. The applicant should contact me regarding this matter at (407) 466-1100, extension 316. Please continue to process the attached building plans and attach this memo to the permit file. I will inform you upon approval of a STPP. If you have any questions or comments regarding any of the above, please see me. CJB/cjb Attachment cc: Community Development Director Planning Administrator Building Code Administrator File: S.T.P.P, File: Tiara T owers Site l Mr. Bob Nelson (3201No. AlA,Ft. Pierce, FL 34949) INTER -OFFICE MEMORANDUM TO: Zoning Administrator FROM: Environmental Principal Planner DATE: May 10, 1988 SUBJECT: Review of Building Plan Pursuant to the Hutchinson Island Coastal Area Protection Ordinance (HICAPO) Tiara Towers North and South North Hutchinson Island, St. Lucie County ST. LUCIE COUNTY PERMIT APPLICATIONS: Application No.: PR-88-0946 (North) and PR-88-0947 (South) Application For: Condominium Building #3 (North) Building #2 (South) Development: Tiara Towers Contractor: Tracy Industries, Inc. Owner: Sands Ocean View Development REVIEW: Mr. Tom Freese on April 21, 1988 indicated that he would deliver a landscape plan to our office. Upon submittal it must be reviewed by the Planning Division for compliance with the HICAPO. CONCLUSION: At this time, the development is approved for compliance with the HICAPO subject to the conditions set out below. By copy of this memorandum, I am informing the applicant of these conditions. 1. In the event that it is determined that any representative of a federal or state protected species is resident on or otherwise is significantly dependent upon the subject parcel of land for which development is underway, the person undertaking development shall be required to cease all development work which might adversely affect that individual species or population and immediately notify the Florida Game and Fresh Water Fish Commission, U.S. Fish and Wildlife Service, and the County. Appropriate protection to the satisfaction of all parties shall be provided by the person undertaking development prior to resuming development. 2. Landward of the frontal dune at least fifty (50) percent of all landscaped areas, required pursuant to Section 3.2.600 of the St. Lucie County Zoning Ordinance, shall be composed May 10, 1988 PR-88-0946/PR-88-0947 (HICAPO: Tiara Towers Condominium) Page 2 of native or drought tolerant vegetation adapted to soil and climatic conditions occurring onsite. If drought tolerant vegetation is used, at least fifty (50) percent of all trees and thirty (30) percent of other landscaping material shall be composed of native vegetation. It is recommended that compliance with these requirements be achieved through preservation of existing native vegetation. 3. For areas that are landward of the frontal dune, it must be demonstrated that non-native vegetation including that which is drought tolerant: a. Will have stabilizing qualities approximating that of native vegetation; b. Will have a high rate of success; C. Will not displace adjacent native vegetation; and d. Will not adversely impact any existing protected species. 4. All exotic vegetation, such as, Brazilian pepper, Australian pine, and melaleuca, shall be removed and, where appropriate, replaced with native species adapted to existing soil and climatic conditions. Removal shall be in such a manner that avoids seed dispersal by any such species. There shall be no planting of exotic vegetation. 5. The Urban Forester, Mr. Steve Fousek, may be contacted at 305/464-3133 for advise on compliance with Conditions 2 - 4. Please attach this memo to the permit file upon issuance. If you have any questions or comments regarding any of the above, please see me. CJB/cjb Attachment cc: Community Development Director Planning Administrator Building Code Administrator File: H.I.C.A.P.O. File: Tiara Towers Site Plan Mr. Bob Nelson (3201 No. AlA, Ft. Pierce, FL 34949 STATE OF FLORIDA $rportmrnt BOARD CONSTRUCTION INDUSTRYIlCEiNuSlINfiTdat o.\r. ♦Ie..N .o. 05120/SI CG CA16723 THECERTIFI=D GENERAL CONTRACTOR NAMEDBELOW IS CERTIFIED UNDER THE PROVISIONS OF CHAPTER 489 THE VEAREXPIRING JUNE 3%, 1989 AHOo EDYA2D I SEPPALA X AHO CF FLORIDA INC 115 E COAST AVE HrPOLUXG FL 33462 DISPLAY IN A CONSPICUOUS Pt Ai ..\<.... 07965 FOR TE OF FLORIDA IBrpartnlrni of f rolnaiorlai CONSTRUCTION INDUSTRY LICENSING BOARD AHOP EDYARD I N SEPPALA b AND OF FLORIDA INC CERTIFIED GENERAL CONTRACTOR HAS PAID TIIE FEE REOU11M) RI CIIAPTER 4ag FOR TH{IYEAR EX111KING'I JUtJ,E Zoo 1989 IMI O.Y.IIO. 0. .. Vt/N .Vl1.0 CONSTRUCTION �INDUSTRY �LICENSIN- D POST OFFICE 8X 2 JACKSONVILL:o FL 32201 JV515C C. .G. ..C.»...Y. .»1C»»0. If. .YVYb, 62 »uCAI 723 07965 sb5_0 PRE E„t t T �Gft A) fur °ttt),1t ',jISTI LUCIE COUNTY PE AlT APPLICATION �°JQ j ® vritt, Si LUClr COU"fit I NTY �R,f ��/✓ P�k�1113 NE7NU, Eh 8/ U3 (CODE $k ) SEWAGE PERM.. iJ'>. , �e-..✓, .D6 a �PLICATION FOR PERM[ TO Oj�NT U/} I I I L.168 LOCATION/ADDRESS: ,IEGAL DESCRIPTION RGAD IMPACT: ISTRICTf_O'9 �zL t,�NE `%'' a-1-�v- D SOT CK � IT �PERTY TAX ID SIZE/DIMENSIONS -` �I II 0 ZONE _W-05 N E ;/610P Cr 7 . �-+ 571.1 - 102& EST COST {CSi-✓t,4 �S1 f�ic w r , SO B IL N LIVING AR A I C0�7� Co45 ACCESSORY 75��Lr7PJi�QIt�T• 1pG,� ARCHITECT: NAME &fl?--)\/i� &L-LLTT PHONE ADDRESS —1711 4471420 P1R• CITY �LS��T-TGIESTF-L ZIPS[ CONTRACTOR: 1,TATE R�ICERT # GGG o 15ao2 CeStINTY CERT # 6 y-1 V 0 ✓ AME TF,00Y-- 4-iP L"SJh I bS II+I G ADDRESS �52�0,1� Ot•t 6 A & CITY FT• Yt EP ��b STATE �L ZIP S-L1� J PHONE 4d Z � OWNER OF /NAME 25 OGept.lyite:y✓ D�V(✓LO�A\�r.I•( PROPERTY: ADDRESS 2g01 1��• h"1-b .PHONE -46l_115I CITY -S pl gyp" 1G STATE F"L ZIP STATE OF FLORIDA, COUNTY OF ST. LUCIE Before me, the undersigned authority, personally appeare T11�MAr7 �E�5lr who upon. being duly7s!bscribid�b��e�l.r�ei'm -tk a information cont ' ed in the foregoing application is true and correct. A plicant ff Sw to and _ day of %% ,// 19_ SCHOOL IMPACT FEES; I Required [-]Yes ❑ No Notary Public, State of Florida at Large Amt. Pci My Commission expires: Date Pd Posted v. y August 18, 1988 St. Lucie County Building Department 2300 Virginia Avenue Fort Pierce, Florida 34950 Attn: Building Code Administrator De&r Mr. Klastermann: on April 7, 1988 building permit applications were submitted for the Tiara North and Tiara South ocean -front condominiums on North Hutchinson Island. The permit application numbers assigned by St. Lucie County were 88-0946 and PR88-0947. The owner of the property on those permit applications was Sands Ocean View Development. The Contractor making both applications was Tracy Industries, Inc., CGC 015802 with the qualifier Thomas Freese. As of this date, Tracy Industries and Mr. Freese are being replaced as --the General Contractor and the new General cntractor .,will be Seppala & Aho, CG'CA16723 with qualifier idward'.I. oh Attached are copies of the original permit 'applications with the qualifier name being substituted, executed and notarized. Also attached is a letter from the architect giving his approval to the new General Contractor for use of the architectural plans. if additional information is required of make this change, e contact me. nc '^ly, Robertnelson 3201 North A-1-A, Ft. Pierce, Florida 34949, (407) 461-4846 R M y.. ✓us Sx ' ... Z' ! f A e r 4t � l t � J F t� Sa U A � e k A" �• �A ryde 4 $ day e 5 1,10 �4 x+ v � x t � f4- F. ia• i I N v � ��' �i'•• � ��t r� -°,'fig x �d A�✓�' d fit' Y � 3 1� `( t kllM� t fl y9 sty a� to v e} L } l Gy / U 1 6 �a« d y, n s I: " 5� y k i> ! k 'y 41,q n l rr 'A V i r a 34t=s � t £Ya r^1J i A h. 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' 1 H 4-PCI I I I �P / �\ b \ L_ _J / \ i I I I G / \ M / \ 3-Pc 19 I 21 I 1 20 ( 191 f 17) I -- L_�--J L _ _ _ L 3-PC I 3-PC r--12 5/S' L- B�GOAIC, -TAD 12 S/B'I -_- -I 3-PC - j 1 I 29 29 O\ f 231 r Li 2Z J L_ O_ J I I N 7 1,/rd \ 3\I �� 3041 3'04ti I� , 1/2• 3-PC 3-PC I I 126)ltir, \ • / ' 2 / L 3-PC J� \\ / 25 3 PC L 3-PC y I O L_ _ J 2 3/4" I 1 \6 J g 1 / \ r 24 i a I / 27 / I \\ ,1 3-PC J TO 3-PC �\ /---- r/ I 2 3/ 7�. --- --- _ '--- ----' 31 G9-4 3-PC, 37-� T N r ' \\3-P L r _ J 281 � ( \ � i BEAM L � L ]IV 1'-8" N Q"`_ ! � C �.�. / i -8 •'8 \ ..'. ,� 00 _-_ . r 2 3-PC 0 I I i Dom 10' 10' l� / L---'-J LO J i 3-PC / 3-PC ' 3-PC 1 I I I . I L -36-PC (106 f 1 H 1 9" r Ir 3-PCj L__ J L - 3-PO J \ a b i �,,II r 17 � 1F' •�, L_—' J N "40 3_PC �- CIA I b (23 ® 1 aL }. - 3-PC i -N J (24 \ p LO - _ J� r "` G 3-PC /� 31 To 3-PC GB-4 BEAM 28 �— INTERSE L / 3-PC 3-PC 2 2-P� 5fA4 '*2 (22 1 L^_ J 3_PG I 'b i in L-----I 3-PC FOUNDATION & GROUND FL. DIMENSIONING PLAN SCALE 1/8' _ 1'- 0- 1. ELEVATION OF TOP OF PILE CAPS SHALL BE-1'-40, EXCEPT WHERE SHOWN WITH O• 2. ALL ANGULAR COLUMNS SHALL BE AT 45". 3. COLUMN AND FOOTING CENTERLINES SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4, COORDINATE SLAB ELEVATIONS, STEPS AND SLOPES WITH ARCHITECTURAL DRAWINGS. 5. REFERENCE ELEVATION +/-O'-0' . +10'-0" NGVD I r: checkwd .C..4 jots na,",-. f F ' i H.A.LUTEN ASSOC INC 4ss. CONSULTING ENGINEERS AD " 351 South Cypress Rood t t Pompano Beach, FILE / 88114. ' N Qt _4 lfib: VFp " f I� P w1Pw 3 3 9 3 m 3 O O O n J 3 3 8 12 g 6 2 ^ _ N O •. 10 14 O g Z_�� _ ®g g 12 g O :. Oro 14 n N n m n N f N 7 8 4 8.. 9 10 # ; B ' � m 10 11 O e t1lt w o O d DETAILS IAGRAM i 3 11 w ®.. SH7. S 10 O O 9 10 ® g 10 N W at W 14 gfa 9 13 13 g ® n g m a a 2 — g 14 10 O 4 ?-------00 g O iN co12 10 go9 g t X 7 R g 16 e ' Q 15 8 8N w 18 m\t 12 18 16® g 40 8 1 ® 21 0 20 m e 15 .j . CL e e to g > I 17 s s 19'y +"► --{ ELEV. 17 ® e e �- m b db 22 �o � 23 e e ELirV, 8 ® e �I = 5 s 8 23 6��. 8 29 \ 29 26 25 go e a 22 k 7 7 10 _ ^ x J �•ld h ^ g '° 4) 25 go 4 9 ? = h S nI 10 ,I at\ 4 7 ,o o e 24 C 27 30 + — .y 31 27 32 \ \ 35 1 St�ttQ '�( 34 SEE SlWcirpl� 33 Q 34 I ,t 36 y i `"fit _____ _ El 35 33 ,34 Q� 33 5TA /(L -�Z u• V�I. GROUND FLOOR REINFORCING PLAN SCALE 1 .. _ . 1. FLOOR SHALL BE 7" CONCRETE 'FLAT SLAB' WITH # 4 ® 12" EACH WAY BOTTOM, 34 SEE 'FLAT SLAB REINFORCING DETAILS' ON SHEET if 5-10 2. BEAM TOP ELEVATIONS SHALL BE THE SAME AS ADJOINING SLAB EXCEPT WHERE INDICATED WITH ( ), 3. FLOOR WORKING SUPERIMPOSED DESIGN LOADS LIVE m 40 PSF PUBLIC WALKWAYS - 80 PSF PARTITIONS - 20 PSF 4, 3lA(3 REINFORCING #5 BARS TYP. U.O.N. FOR QUANTITIES AND LAYOUT SEE PLAN S. P>OTTOH SLAP4 REIhIPolCClrlty rO NAVE ('i2"COVER, 'roe REInIF, To HAVI: e'4' Covtw2 4.T O. ALL SLAP, 26104h, PaARS IJoT ENCL058() WItNIni jN1.1bRSPACES ARE To P►E EPDXY( COATED Po Ft coR2o5ton/ PROTEGTtohl 7. ALL 5LA6 5412FACl25 EKP05Ef> To THE FgrF$t0(( SNALL t3E 5l<AlElO WITK A ' WA ER •rCIHT 5EALr=R StJcH A5 150 -FLE1[ toil UVS PW dAfzfz 5. P6TER544 cOMPI 4.., I drown qj7 .y c jobno. I Al H.A.LUTEN ASSOC.INC. CONSULTING ENGINEERS ' 351 �SouCypress Rood Y'r / 1 South • �sffi Pompano Bench, FI. 33060 qqq FILE # 88114 � n 4•n a0'1' v 174'-s" 4'-1" 14'-8" 14'-2" B" 14'-4" 14'-0" 15'-2 1 4" 20'-3 3 4" 0 3 3 7 b ,q 3 3 m 3 3 m m 00 d O 9 72 9 SHEARWALL 2 -- _ M n � n m n N 14 n 9 _ j OR CONC. BEAM(POUR FOLLOWS ONE FLOOR BEHIND) 4 O m a 10"• 8 C C DOWELLED / 8 OUT OF SLAB 8 IN 7 (d I 10 3/40X 3 1/2"CONE KEYWAY PREFORM M ED N SLAB FO R 8 8 I BEAM OR SHEARWALL m 1 O 11 SEE 'FLA SLAB N 13 1p DETAILS' IAGRAM m m ® as m - 9 N 4 9 13 9 t 14 to 13 2 ® 14� 0 8 12 I N A SCALE 3/4" = 1'- 0" ° °0 9 m 10 7 I n jp 15 4 16 - a 7 m 8 18 m\d w c 5 m 12 m 9 O 8 m m 21 0 20 1 Do TI,-7111116 8. _ (LAP) 4 4 � m 23 5' 6 DOWELLEDI 11 m 22 „ m ® 8 OUT OF OF COLUMN I I I i " 2 I I w 7 8 8 26 x4 4010 29 4 14 �' x44 OtOT , 29. 4 14 C.J 0 C.J. to 7 IV A Oh BEAM POUR TO FOLLOW ONE FLOOR BEHIND I i LII 17. 7 O1 10 n B1,82,83,B6 & B7 I I ! I 4 6LE✓ I ELfi — -"—{ � =� _� ___ I�===-� II .nod• �f 5•� 'i{l� # z S.W.#2 24 S.W. 2 # I 3 BLOCK OUT FULL I I LII I 10 5 a m M\'�'I 0 3RD LAYER BEAM SIZE t 1/2" I i ' i 0 27 4 AAA \ B2 3� NOTE: ELEVATOR SHEARWALLS AND II (I O o n $ 0I STAIR TOWER STRUCTURES / \ 5.3 (WITH THE EXCEPTION OF COLUMNS 29 30 31 ) 11 C 0 L U M N I I C.J.\ / \ t �P• ARE BUILT ONE FLOOR BEHIND THE LAST SLAB POUR TO ALLOW REMOVAL.FOR FLYING FORM SEE EC11ONS THIS SHTFOR CONNECTIONS \ 32 O SCALE 3/4" = 1'- o' 33 33 5TA Itt ek 56E sacTtoll A- A /$•Co C P. Hain) 29 \\\ /// 29 +12'-4" \ 8207 / o 'CScn� Ico'' F GE OF — +11'-2• S� I I $ry 2Pb ? I I 6 I L y n oR N I 1 s T A44 1" 3 10 3 10 C (,�LKI�IG -, �22•*�4 Z'Z";.t. �' :b. w w �, 01/� tiZ E o I 3/10 B 1 4 1.2 +11'-2 I 3 10 m +11'B 2" 36 +8'-3' S� I +12'-4" i••�•�.�f +8•_3 L.P. I I LP. --t — — — — L 8204— J v x _ — B203 ---�� f> 4 n rA1G O b Etif [ 33 35 1 A 35 - C 10 CDE4 341 I 1134 `C' 33 � I ® I I .1► Ty (CAL A) 4 L L EAST S( S-5 pco�s�([ oI81t a1-12 4Xt�a m mlI IIm 11 6 II , EL 3 0 II it Ii _l i Qi I 34 1 1134 I EN TR Aft C Y E CANOPY Y AT V^p V`I"I.. I zs:«iww—•,+.�- -•-emu.•-s,s�.;r.�'--s-�,.-a, 7" `411 14'-O 14'-4" 14 -2 3 3 ;. 3 3 u m 0 0 o �4 . h 9 12 1 9 14 n � 6 5 8 8 ig d 6 vi 10 m k a m m '° m 9 n tO 14 9 4 O m 12 m 8 8 Y 9`.�. •. Ila 7 6 16 4 C 18 15ff 10 �.; I g m m m 1Y y ® ®10 9 aD .i 5CC 8 23 -0 26 8 8 ® m 711 i 7 ao M m •r.. 10 3RD LAYER J m gar 4 a B2 4 v`1 10 30 �'^ `• (257 m C.J. 28 utr?r I. aA 33 :5'FAta-*z r€• TYPICAL FLOOR FRAMING PLAN SCALE , 6" - 1'- . 1. FLOOR SHALL BE 6" CONCRETE 'FLAT SLAB' WITH If 4 m 12" EACH WAY BOTTOM, SEE 'FLAT SLAB REINFORCING DETAILS' ON SHEET # S-10 2. BEAM TOP ELEVATIONS SHALL BE THE SAME AS ADJOINING SLAB EXCEPT " WHERE INDICATED WITH t r 3. FLOOR WORKING SUPERIMPOSED DESIGN LOADS : LIVE = 40 PSF \ PUBLIC WALKWAYS = 80 PSF PARTITIONS = 20 PSF i I �q 4. TOP REINFORCING #5 BARS TYP. U.O.N. FOR QUANTITIES AND LAYOUT SEE PLAN S. 5CA6 rZagJFojZCjnJG To HgVE. �j , \� w - ca�� SEE 40-ras to Z xw4r, 5.2 :F / e �\36 / }' k 33 S-5 33 drawn date E rob n0. r r e,,llff�l N.A,LUTEN ASSOC.INC. I��,• �y CONSULTING ENGINEERS '.° 351 South Cypress Road M'�Y i Pompano Beach. FI. 33060 FILE # 88114 I w . y` VFr � p\1�I i�-•�, �� r � r ' i , it ; W16x36 CAP PLATE 6"x8%5/8" WITH 2- V4*pf BOLTS 3Y4 &M4" STEEL PIPE BASE PLATE 8'x8'x5/8" WITH ITS ANCHOR BOLTS 7 u u 5 s Li 8 Li II �f4, I II u LIT �n s11C �� �� 10 11 11 0�1 r� 11�1 t= 514• � '�• 3 II W14x30 S•¢17 CONC. COL/BM. I I n 16.8K SEE PLAN 1'+ TYP• N L1 u 12 �, °0 co W14x3o 15 m m B40 �0 20 a n 19 � 21 u 17 0 1 231 22 u . 29 \\ // 29 26 , \\♦ /�/ L PARAPET ()04. ro tsE V-aley w/ Egdle HAAtdr-. II II Ii II tl II 3IL Nil 11 I I 10 II n II n r Li Ii U 7 �I IF 16 18 L, 15 25 n 17 u on 22 u Tor, i ilr � f J� T ,t J I i' .' 1. iU I E 04 G2o41t PILL - GELDS - g.%8., 24 24 6046. CAP • w72.'5 co�lT. -rye.- 5 2 - - 30 30 -- 6•2 _ 27 _ 1 27 p Lp ROOF FRAMING PLAN SALE ,/a• 0•yr 1; % O e-lsoo O \ 1. ROOF SHALL BE 8• CONCRETE 'FLAT SLAB' WITH # 4 O 140 EACH WAY BOTTOM MAT, SEE 'FLAT SLAB REINFORCING DETAILS' ON SHEET # S-10 +. W 2. BEAM TOP ELEVATIONS SHALL BE THE SAME AS ADJOINING SLAB EXCEPT `0Q / o i 4 2 E ��^ a 12 E I o� `\ O T WHERE INDICATED WITH ° 3. ROOF WORKING SUPERIMPOSED DESIGN LOADS: LIVE 4 100 PSF DEAD v 20 PSF 5 1 5/11 BILL) i 5 �o $ » r. m 1 1 m i 4. TOP ROOF SLAB ELEV. +132-& " '0 3 12 4/ 7• o r 3 12 �♦�' x op x\� o / y \ �tt�, 5. TOP REINFORCING �/5 BARS TYP. U.O.N. FOR QUANTITIES AND LAYOUT SEE TYPICAL FL PLAN SHT. S-3#i r ` 3 10 o F r 8. (o. Stb hlotES ti \ C 29 `p I 32 \ ! `---- ••� tee. \ i 32 ': t i „ StAt2 '� �o Q F� \ // r ♦ B-lsoz 33 33 T� '� y� ev A!5-., (oPP- 33 /� ¢' C.04r- r —L_ ICJ � 33 HAhIU� L^L war 1^1 %/ J, i sc.Ars / 3 �J to" P STAIR � .QQ. LAB � FLO ©2 S a T AIR RQn w uF PLAN •�,. I +l50-5'2, Ti 6LA TS-100 8 14/� 122 E a/� o m ! ; 5/11 B(I.L) I 3 29 I 4tiw 61/2 3 ,1 0 / xs /1 W N ti TB-100 Cam. e �2 \ t 0.0F I»• I ,CoL,® o2 2l + C� -LOW �h '°;• i� d •rr� � GHQ t eC •d,>• F.A' , ' M - "., MACHINE ROOM PLANS H. A LUTEN ASSOCIATES INCORPO TRA`' `W COLUMN SCHEDULE (AAovE Rpolr SL.) COL. SIZE VERTICAL REINF. / CAP T- & BOLTS COLUMN ,TIES / BASE R dt A.BOLTS REMARKS 8n l2 4., 8,I. srr nit, O O O -- -- — ED 4'-0 5 8 4'-0 5 8" 8. 8• .. 12 12 ,. �,r... . •� 3/12 E 2 / 50-7 • ,.. • •• • T 2 5. CONT.3/12 E 5 3/1013 • 05 DOWELS 12'C/C O j,a k `..l B-201 • • ,• 9-201 " 5 CONT. 2 3/8 B �. t - ,i ` /4 DOWELS O 12'C/C .. OCS ' p.. 5/9 B _ • DOWEL TO ELEV'R INTO • _ •• AND COLUMN N 30 7 •, r L • • +8 —3' L.P. L 8-200 A SCALE 1/2" = 1'— 0" Lu or W '`:/ k 8'-1 1/4" 12'-6 1 8" 8" �r s J Jib W 12 COL 33 Q +. i ... . B 0 . COL 35 SCALE 1'— R SCALE 1/2" = 0" I'. S-5 '• 1. � 'i SCALE 1 /2" = 1'— 0" S-5 • i 5 i I —^--a T+--82. SSLEAeA P> FolZ e2EtA1F./STAIR TOWER ROOF P_1r1 µrn��Pr5. 4 TO -too ;ay 5 + 15-100 TPA - d o ? 11 a 1..4 yyY k r, 132 T / OOF h(G . COL 24 . ,Ga , �._T R N�LL (!3E•fOlJf'�) 1i, ��j`J zA�� • ®aA toc. �) w v Cr6eYa�lr�) 3^ T1 co&Jc. SLAFS t�P FotZ FLEA, r% SEE ao ..i ' ,y PcAN sNT. 5-4 +r..A,' n q! BELOW °n �� .) ,,.~ } ;` +(4.583') ago _ - --�- Ae! RooH, 5l AFC a ¢'Gnash. SLAPS(�w: , o FOP (ZEII fF. w Sir- PLAa1 w3•ICo00 — i " , d'�, ; z' i3"1LoU2 i 00 Sl(?. 5.4 — .— — STEEL % STEEL Li El El ri T/13th. FL +105'-0" l'�N4. 13 — OTIaL/15 r. h 6'-5" ��� T/14th, FL.+114'-2" 00 T/15th. FL+123'-4" iO 7 EQ. T 0.11" � ® — M 1, •4 a{ >r<2 w 'Ci �31)t , LY s "•� r BELOW +(4.d06') 6 5'-6" 11" to 0 0 6 EQ. T O 11 Ci r;t w -- _ ____ q r �.) Ii•�,,�'' is —_� :+d � " � r �_... _ /ZOnF a T 3rd. FL +18'-7 e�dte• / ^ r T/4th. FL. +27 -2i:: �aE 5 0-) C�: T/5th. FL, +35 -9 ao �,li 2 T/6th. FL. +44'-4" Oj Las ® ." T/7th. FL. +52'-11" q; y w�J'Q� _ T !P T/10th. FL. +78'-8" Ih,arr„ o T/l l th. FL. +87'-3" � 10!'•• �_ a 5 � Co ;2.1 T/12th. FL. +95'-10" ''• �„ ABOVE m -(4.578') 5'-6" ,++ 00 6 EQ. T®11 8•0 r 0 7 7L {^ it t\O» . .-. " L _ I,II�v " 1 T/2nd. FL. ! n NOSING Aw�M1 � ® `^' �? r � • � it 4'10yy+��jj'^���- ' , ^.•r•.. I R Ln g 3 _ K 1-"• 6'-5" 4'-7%" 8" 41 `m1Q cr Lu ' .7 EQ. T 0 11 " 00 • C , �•� l000 00 of Ci foP 00 \ i' .�Z.o✓c-R I PoJR s�Ars' dri 1. �� GROU r 1' GROUND FL. iee' na;+ ti u El Li 0 I El St2dGtJ2AL S[.APa (sEE S.Q) N. A. LUTEN ASSOCIATES INCORPORATED :rx CmsultMy Engn»rs 3 , 11E«lF QGII�V Sl�ow�J T�PIcAI. EQG✓l FLlv�lt. _ -� 351 SOUTH CYPRESS ROAD . SUITE 305 POMPANO BEACH. FLORIDA 33060 f 1 • ' " ' (305) 786-0110 F•1LE 8Pi 114, 15 =5 I + o 2 MACH. ROOM Roo .�..� ROOF SLAB 0 0 0 o c o 0 0 0 0 0 3`TIES AT HALF MACH. ROOM SPACING FLOOR o 1 —4 I z: + co L VEL 16 CLOSURE ES S BE TIES HALL THE ll� SAME SIZE AND SPACING As T ROOF ROOF E THE HORIZONTAL BARS +c23'• 4„ SI IEARWALL CORNER ° TIES AT HALF LEVEL 15 A�I!J END DETAIL SPACING u! Q- od —.`' CRANK +ll¢-2" m ._: 1 IN 6 LEVEL 14 SHEARWALL/TENSION SPLICES INCHES BAR SIZE F c= 3000 F c= 4000 F c= 5000 F c= 6000 5 26 26 26 26 6 33 31 31 31 7 45 39 36 36 8 59 51 46 42 9 74 64 58 53 BEAM OR SLAB 3 TIES AT HALF "'� • SPACING AT FLOOR tlo5.p" VEL 13 +95,-10" LEVEL 12 LEVEL 11 DOWELS SHALL BE THE SAME SIZE AND QUANTITY AS COLUMN REINFORCING +78'-8' 1 I �M LEVEL 10 O O O .IB' CLEAR (MIN) L__.=�j A4 A15 66 C10 D16 E8 X10 ALTERNATE X6 TIE ARRANGMENTS COLUMN REINFORCING AND TIE W/6 VERTBARS) =' RRANGEMENT DETAILS 1. COLUMN TIES Al BE #3 FOR VERTICAL BARS #10 OR SMALLER. FOR BRBE#11 AND LARGER, ANY BUNDLED BARS, USE #4 TIES, UNLESS OTHERWISE N TEO, 2. 71E SPACING S ALL NOT EXCEED 16 VERTICAL BAR DIAMETERS, 48 TIE BAR DIAMETERS, OR THE LEAST DIMENSION OF THE COLUMN, WHICHEVER IS SMA LE-R. e• 3. SEE 'COLUMN F INFORCING PLACEMENT' DETAIL. h f 1. 29" i { Jon '; I• cc wl '. I. _ L_'� COLUMN 21 _COLUMN 35 i 40 1/20 � .� 8• � �27 5 1fi� • 1. ti• •�'. rt •� T W.-. 4 ��.�ii '. �\C 39 1/8' I I 33 15/16" C LUMN COLUMN _ 33 ° COLUMN DETAILS 1 ,13/4" e 1 00 — j +70•-1• LEVEL 9 palm +81'-6' LEVEL 8 p a 0. +52'-11" LEVEL 7 +44'-4" LEVEL 6 +35'-9' LEVEL 5 +27'-2" LEVEL 4 Ih (L +1 W-7• g LEVEL 3 it +10,-0" LEVEL 2 to MA W ro SIZE N2 COLUMN OR O SHEARWALL flato�•'1" !v O t1 O m O m O p Y. Y a, FF o to m In.:. N m N N n In O N N Go m I N I N iV m p p p � O O n M N N <. (aN . 10 s r, 4 to: at �m N p ► DoN m . to OM. MY W - n C < m N <: n 'a -qbN < N. a M4 OD41 p Mk cc n "k p toGom. m 10 Mp m 44 m m W p 14 m m W ccp Mb CoW m MV m m W m MY O O 4 C m W 0 % N N i m % N N 4 . cc m 1e O In .N- O m m O p m MM % % " n e m MA N N < 0 o T t .4. ao m W % O 0 < MI. v Y f° MI, a .: m n Mh w p n 'n < io e 10 O to 'p O m. O m O uAli m Mp m W Mh •1• 6 M4 m W "y, m 00 W 0 O 5 m. t m W a MI. N N ` ,n MI. O O at w W to O 0 10 <.. All, O O ► a m +a W a) MP7► m # WORn � n <p {MNr mhi A 9mh m G eM OMf ep eY • •er% N Go ^ do O W) % % % % %m pm 8 16 2° S� 20 2° 2 20 2 2$ 20 .y� �� 0 �� I 20 .y$ 2k Z *�,�It ,�6+� 2 y. ` STRIP A STRIP B STRIP C STRIP A STRIP B �2 N� N� Ni- Nl N2 N2 N2 12 �2 g �� 29 g a 2 3 ® 5 7 6 19 8 10 9 15 11 12 13 14 16 18 2�0 21 2 27 ' 29 30 31 0 33 34 35 36 SHEARWALL S.W.2 23 ?[0 17 25 4 28 RaNFORS. (EACH FACE) SHEARWALL # 1 STRIP DWENSIONS SCALE 3/16'- V- 0" — 0 w m r SHEARWALL # 2 STRIP DIVENSIONS SCALE 3/18*- 1'- 0' COLUMN & SHEARWALL SCHEDULE i 1. COLUMN AND SHEARWALL DOWELS ARE TO HAVE 90 DEGREE HOOKS RESTING ON ►^"I+^ THE FOUNDATION BOTTOM MAT REINFORCING. 2. ALL COLUMN LONGITUDINAL REINFORCING LAP SPLICES ARE TO BE 30 BAR DIAMETERS UNLESS OTHERWISE NOTED, { 3. SEE "SHEARWALL/TENSION SPLICE" TABLE ON THIS SHEET FOR SHEARWALL LAP SPLICES, jhetkwd 4. SHEARWALL HORIZONTAL REINFORCING SHALL BE LOCATED ON EACH FACE OF WALLS CONSISTING OF THE FOLLOWING SIZE AND SPACING. }„•:. { 8" WALLS ---#3013" 10" WALLS--#3011" 12" WALLS--#309" 5. SHEARWALL VERTICAL REINFORCING SHOWN SHALL BE LOCATED ON EACH FACE. b na : H.A.LLITEN ASSOC.INC, i �.,• CONSULTING ENGINEERS 351 South Cypress Road L ®� Pompano Beach, FI. 33060 I y r AIIIIIIIIIIIIIIII FILE # 88114 dfi 1 A• i0F F Y BEAM If ELEV. B-1 •8-2 B-3 B-4 B-5 B-6 B-7 SIZE "E" REINF. 8"xl2' 8"x r 9t 80xl6" 8"xl6" 80xl6" 8"x16" 8"x16" TOP REIN 2-#5 2-#5 2-#5 2-#5 2-#5 2-#6 2-#5 BOT REINF 2-#5: 2-#6 2-#5 2-#5 2-#5 2-#6 2-#5 #3 STIRRUP 406" • -BM. DEPTH 906" 406' 06" T/O 406" 9w 6®5" NOTES ERIFC W/ELEV. DOOR REQUIREMENTS BEAM # TB-100 TB-101 GB-1 ELEV, SIZE "E" REINF. TOP REINF 8"xl2" 2-#5 B"x24" 2-#5 8"x18" 2-#5 BOT REINF. 2-#5 2-#5 2-#5 #3 STIRRUP 307" NOTES J. 12"xi8" Z 2-#7 3- #9 ®7" T/O +32"nJ 'L�"FL. ; ± 1 -1 32» FL. -rwzd /'L FL,; i' 22 d&-3 15 T-`d -r14fZd I(0 Ttl l_Evr-L. _ (5EE ocEr. %5_3 4� 5`GT, A/S,3 A M C H F D U L B-200 B-201 B-203 B-204 B-205 B-207 B-208 8"x14" 12'x22" x151/4 to 32 1/48x32 1/4 to 5 8"xl6"(MIN.) 8"x12" 12•x18" 2-#6 CONT, 2-#7 CONT. ®6" T/0 i15" T/0 2-#5 2-#5 2-#5 2-#5 2-#6 3-#8 2-#8 2-#8 2-#7 2005" 2-#8 1109" 3w 305" 19Pd6" BM. POURED MONOLITHIC WITH ELEV. SHEARWALL BM. POURED MONOLITHIC WITH ELEV, SHEARWALL GB-3 GB-4 8"x18' 8"x18" 2-#5 2-#6 2-#5 2-#8 4®7" 707" C O N C R E T E L I N T E L S 0 0 o a 0 0 0 0 0 0 a.cv • M \ UNTELS SHALL BE USED OVER ALL OPENINGS UP TO 8'-C" WIDE WHICH ARE NOT ul HEADED BY SCHEDULED BEAMS. ADDED REQUIREMENTS 0-0 "Q UNTELS SHALL BE 8 X 8 PRECAST OR CAST IN PLACE AND BEAR A MINIMUM OF WHEN NOTED IN BEAM SCHEDULE ABOVE 0 Q N wo a ,� 8" OVER MASONRY. WHERE CONCRETE COLUMN IS AT OPENING EDGE, LINTEL SHALL A PROVIDE ENCLOSURE TIES AT DISCONTINUOUS END; SEE DETAIL BELOW. • m \ O O " o ;� .� BE 8 X 12" WITH 2#�4 TOP AND B TTOM; POURED IN PLACE WITH COLUMN, -AND BEAR B TIE BEAM TOP AND B BOTTOM REINFORCING SHALL BE CONTINUOUS WITH. 30 BAR m � A MINIMUM OF 8" AT ENDS WITH M MASONRY. 0 T \ M "o o DIAMETER SPLICES (MINIMUM). EXTEND TOP AND BOTTOM BARS INTO BM. DEPTH G EATER "- O O m ADJOINING STRUCTURAL BEAMS PER BENDING DIAGRAM, THIS SHEET, THAN 24" BU 0 O LESS CONTINUE BOTTOM REINFORCING TO 1/4 SPAN OF ADJACENT BEAM. THAN .30" BM EPTH GREATER THAN q D HOOK TOP AND BOTTOM REINFORCING HORIZONTALLY INTO ADJOINING 29 BUT LESS THAN 42 4 {�' O O G E N E PERPENDICULAR BEAM. BM.DEPTH GREATER THAN {—� R L N O T E S +--� EO WHERE BEAM IS WIDER THAN ADJOINING BEAM, HOOK NON -CONTINUOUS TOP 41" BUT LESS THAN 54" D PLACE SCHEDULED EHOOPS 'OR STIRRUPS AT EACH END OF BEAM UN I LESS OTHERWISE BARS IN FAR FACE OF COLUMN, w NOTED. BM. STIRRUPS SHALL BE TYPE'S-G' H - F WHERE BE DEPTHS GREATER THAN 53 & OOPS TYPE 'T 2'(CRSI TYP.BAR BENDS'). O AM. ELEVATION IS HIGHER THAN ADJOINING BEAM, HOOK TOP 2. BUNDLE TOP BARS WITH ADJACENT BEAM TOP BARS IN PAIRS OVER SUPPORTS. BARS IN FAR FA CE ACE OF COLUMN. REQUIRED LONGITUDINAL 3. POUR 'TB' BEAMS ON MASONRY AND POU ALL OTHERS PRIOR TO PLACEMENT OF MASONRY. G ADD TWO LONGITUDINAL BARS AT MID -DEPTH. ADDED B E / M R E i N E O R C I N 4. 'TB' TOP AND BOTTOM BARS SHALL E CONTINUOUS WITH 30 BAR DIAMETER SPLICES. H L7 /1 G 5. EXTEND ALL BEAM REINFORCING INT BOTTOM REINFORCING IN TWO LAYERS SECOND LAYER TO BE LOCATED 1 1/2" BEAMS ACCORDING TO BENDING DIAGRAMS AND 'BEAM TO WALL' DETAIL CLEAR ABOVE BOTTOM LAYER AND LENGTH SHALL BE 2/3 THAT OF BEAM, Q - INDICATES REINFORCING AS SCHEDULED. w CENTERED IN MID -SPAN OF BEAM. ®-INDICATES ADDED REINFORCING AS REQUIRED BY 6. DROP BOTTOM OF *TB'S A MAXIMUM F 28 TO FIT MASONRY. ADD 2 # 5 WHEN E A BEAM SIZE OR AS SCHEDULED. DROP IS OVER 8 I B R RENFG IN TWO LAYERS; SECOND LAYER 1 1/2 CLEAR BELOW TOP. 7. MARK C IN REINFORCING COLUMN BETWEEN TWO BEAMS INDICATES REINFORCING J SEE SECTION OF JOIST LEDGE FOR ADDITIONAL REINFORCING. I ALL ADDED REINFORCING SHALL BE #4 UNLESS NOTED ON SCHEDULE. IS CONTINUOUS THRU THESE BEAMS. K HOOK BOTTOM BARS AT FAR FACE OF COLUMN. I SEE BENDING DIAGRAM FOR LENGTHS OF ADDED REINFORCING, 8. HEAVY LINE OR SPACE BETWEEN BEAM NUMBERS IN SCHEDULE INDICATES REINFORCING L 2 BUNDELS OF 2 BARS IS NOT CONTINUOUS BETWEEN THESE BEAMS. M 2 BUNDELS OF 3 BARS 9. T/0' = THRUOUT BEAM. N 2 BUN DEVEL (I PED LAP HES) BAR SIZE ONC fc KSI 4 5 5 1 6 2 7 3 4 E3228 6 10 7 11 9 E BAR TOP BAR 1/5 •r s-1 8" BOTT BAR DEVELOPED LAP ADDED LONG'L. REINFORCING (SEE SCHEDULE) •r 1/5 S-1 BOTT. BAR BAR 'BE' BARS 1/4 S-1 S-2 S-2 LBOTT, BAR "BE" BAR 'BE' BARS *'T' LAP (INCHES) BAR SIZE CONIC fc KSI 3 4 5 4 20 20 20 5 26 26 26 6 23 31 31 7 45 39 36 8 59 51 48 9 74 65 1 58 �J MULTIPLY 'T' VALUES BY 1.18 WHEN SAND LIGHTWEIGHT CONC. IS USED. CANTILEVER S-2 S_3 1/4 1/4 1/2 S - 2� S-2 S-3 BAR BAR _ BOTT BAR 12" B TT BAR 12" HOOPS OR TYP TYP STIRRUPS SPACED 6" MIN (TYP.), FROM FACE OF SUPPORT AS PER I HOOK AT SCHEDULE (TYP.) BOTTOM','TO ' AND 'E' BARS D E TA L END COLUMN ENCLOSURE TIES AT COLUMN BENDING DIAGRAMS CAST IN PLACE CONCRETE BEAMS AND SLAAS TOP BAR '- BOTT. BAR LONGITUDINAL BEAM REINF'G (SEE'REO'D LONGITUDINAL ADDED BEAM REINFORCING' NOTE ON THIS SHEET) .OILS OF 4 BARS S 4 BUNDELS OF 2 BARS P 3 BUNDELS OF 2 BARS T 4 BUNDELS OF 3 BARS Q 3 BUNDELS OF 3 BARS U 4 BUNDELS OF 4 BARS R 3 BUNDELS OF 4 BARS I y� R 8-1600 8-1601 8-1602 8-1603 " 12 x24" 12"x24" 8"x24" 8"x24" ' 2-#7 2-#5 2-#6 2_#6 4_#6 2_#6 2-#6 2-#7 "`> s¢.(, , '"• 9010" 3010" 010" T/O ®8" T/0 c F LR, e.1,, . w ,.1. r•. "1 �a j J x _. VI '� WY r. 1 a. W r� J v' h} Z& t• s a u� , ( 4..0 i , , 'r'r•'�'1r f r r. I I F t f >j ,4 > ppry ai,•"s l,4 h iR t )jx,J j d ar d CONSULTING ENGINEERS Ia 351 South Cypress Road Pompano Beach, Fl. 33060 Rilm FILE # 88114 I I e ADDITIONAL BAR AQUAL IN AREA TO HALF OF INTERRUPTED BARS (MIN,1 # 5 TOP & BOTTOM) UNLESS NOTED OTHERWISE ON PLANS. 4 1 /2" 2 3/4" N 1 1 /2" 5/8' \ 2 1 /4 2 1 /4' 0 P E N r---- i ^ f 1 t 5 X 3' 45 AT CO NERS io PLACE AT ( SLAB. AREA OF INTERRUPTED REGULAR . ---- N REINFG. HOOK TOP BARS ONLY. \ I 1/2 rl ___ _ -�5/8' ST.STUDS NOTES ; 2 3 4" 2 /4" ST.BM. 1. AT OPENINGS OF 10" OR L SS,OMIT ADDED BARS AND RUN 3-3/4 BOL SLOT BM. NORMAL REINFORCING B 'SIDE OF OPENING. ^\ I COL FACE WEB 1 3/4"'x 1 13f16" 2. * HOOK BARS AT AFFECTEDENDS WHERE BAR CANNOT BE EXTENDED PAST OPENIN . a I BOT. STUD CENTERED 3, OPENINGS SHALL BE SHOWNON THE SHOP DRAWINGS AND REINFORCED ACCORDINGLY. /4 4. UNLESS OTHERWISE DETAILED ON PLANS, ALL OPENINGS SHALL BE LIMITED TO E FOLLOWING SIZES ; °. AREAS COMMON TO TWO INTERSECTING MIDDLE STRIPS ; /1/2"PL DETAIL OPENINGS SHALL BE MITED TO HALF THE WIDTH OF THE SMALLEST COMMON MIDDLE STRIP. SCIdE �• _ �'_p• \�O b. AREAS COMMON TO ONE COLUMN STRIP AND ONE MIDDLE STRIP; OPENING MAY INTERRUPT A MAXIMUM OF 1/4 OF THE BARS IN EITHER STRIP. c. AREAS COMMON TO TWO COLUMN STRIPS; OPENINGS NOTE: SEE "REQUIRED ADDED TIE REINF'G. DETAIL AT EMBEDDED BRACKETS" SHALL BE'UMITED TO 1/8 OF THE WIDTH IN EITHER SPAN AND SHALL BE LOCATED NO CLOSER THAN TWO TIMES THE SLAB THICKNESS FROM THE COLUMN. 5. ALL OPENINGS SHALL BE R INFORCED AS DETAILED ABOVE, UNLESS OTHERWI E NOTED ON PLANS. TYPICAL REINFORCING OF OPENING IN FLAT SLAB RI'�-QUIRED ADDED TIE REINF'G. DETAIL Al EMBEDDED BRACKETS IN COLUMNS NO SCALE d TOP VIEW A aoN REQUIRED ADDED TIE REIN F'G. DETAIL AT EMBEDDED BRACKETS IN BEAMS NO SCALE -DETAIL NUMBER SHEET NUMBER WHERE DETAIL IS DRAWN DETAIL MARK SYMBOL SECTION LETTER-----,,! 9t p , SHEET NUMBER WHERE DETAIL IS DRAWN SECTION MARK SYMBOL —TOP OF COLUMN +11'-6" (WHEN NOTED) = COLUMN BELOW U4 = COLUMN THRU (4 COLUMN ABOVE COLUMN MARK SYMBOL —TOP OF HIGH FOOTING —TOP OF LOW FOOTING STEPPED FOOTING SYMBOL SEE "STEPPED FOOTING DETAIL M 0 SLAB THICKNESS 3 —TEMP REINFORCING SLAB SYMBOL DIRECTION Or OUTERMOST LAYERS COL DYERS INNERMOST LAYERS ,,,—SPACING (INCHES) -•-4/12 B (OL) BAR SIZE B - BOTTOM (OL)=OUTSIDE LAYER T = TOP (IL) - INSIDE LAYER M - MID -DEPTH (H) = HORIZONTAL IF = INSIDE FACE (V) = VERTICAL OF = OUTSIDE FACE (EW) = EACH WAY EF = EACH FACE *(TEMP)=TEMPERATURE = CENTERLINE *PLACE TRANSVERSE TO E = (SEE BENDING MAIN REINFORCING IN DIAGRAM) 'INSIDE LAYER' REINFORCING MARK LEGEND -4-0 FOOTING ELEVATION SYMBOL FOR FOOTINGS NOT PLACED AT NORMAL ELEVATION �- ELEVATION WALL ELEVATION SYMBOL �- ELEVATION T/JST (H.P.) * JST - STEEL JOIST STL - STRUCT.STEEL BM = CONCRETE BEAM C.T. = CONC.TOPPING (H.P.) - HIGH POINT (LP.) = LOW POINT CONCRETE ELEVATION SYMBOL *SYMBOL INDICATES 'TOP OF CONCRETE' EXCEPT WHERE NOTED WITH ABREVIATION LAYERS INNERMOST LAYERS SECTION e s STRUCTURAL NOTES GENERAL: --- c� The drawings are intended to show the general arrangement, design and er:tent of the work and are partly diagrammatic. They are not intended to be scaled for roughing -in measurements, or to serve as shop drawings L&: or portions thereof.,a All details and sections shown on the drawings are intended to be typical and shall be construed to apply to any similar situation elsewhere on the project, except where a different detail is shown. I The contractor and all subcontractors shall verify all grades, lines, levels, conditions and dimensions at the job site and as on the drawings. They shall report any errors or inconsistencies in the above to the Architect/Engineer before commencing work. The contractor and subcontractors shall lay out their work from established reference points and be responsible for all lines, elevations and measurements in 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 such omissions or errors prior to proceeding with any work which appears in question. In the event of the contractor's failing to give such notice, he shall be held responsible for the results of any such errors or omissions and the cost of rectifying the same. '- The contractor•shall use the structural drawings together with the architectural, mechanical, and electrical drawings to locate depressed slabs, slopes, drains, outlets, recesses, openings, reglets, bolt setting, sleeves, dimensions, etc. Potential conflicts shall be 4 transmitted to the Architect/En ineer before 9 proceeding with the work. Submit one sepia and one print of shop drawings for Architect/Engineer :t •� review before startingfabrication. There is a period of 7 days for review plus time for redrawing of corrected items. Na shop drawings shall be submitted for architect/engineer review until a.} after they have been reviewed and noted for construction method, dimensioning and other trade requirements by the contractor and stamped Z with the contractor's approval seal. Engineer assumes no responsi- bility for dimensions, quantities, errors or omissions as a result of j','. checking and reviewing any shop drawings. Any errors or omissions must o be made good by contractor, irrespective of receipt, checking or review •: of drawings by engineer and even though work is done in accordance with drawings. > u} such The building contractor shall be responsible for the erection and safe .. stability of the frame until the structural system is completed and O ` capable of resisting all design forces. Make adequate provisions for erection stresses and for sufficient temporary bracing to keep the structural system plumb and in true alignment, until•completion, including.all the elements which are a part of the wind resisting system. Erection operations, including the installation of temporary shoring, shall be carried out without loading portions of the structural frame,and non-structural construction'in excess of their safe load carrying capacity. Where the load capacity of the structure may be exceeded, shore constructed portions of the? 1, structure, as required, to positive foundation su pports. The al contracor shall be E1 I,^ inspectionspbysthepengineeriareninathedform'ofnrandom weld.ntAny sampling quality control only and do not relieve the general contractor I') 4W from his responsibility of building according to the reviewed drawings. CONCRETE: I Unless otherwise called for in specifications or drawings, all concrete ^ wort; shall conform to all requirements and recommendations of ACI 301-84(e5) "Specification for Structural Concrete for Buildings." Concrete to be a mix designed in accordance with ASTM C94-86a, and a " strength as stated below, at 28 days, Y with th a plastic and workable ab1a mix. A certificate of manufacturer's mix and 6trength is to be provided. No to water be added after truck leaves plant without approval of Engineer or Plant Engineer.. Plant control is required. Maximum mix time at R point of deposit is 90 minutes. Columns and Shearwalls up to the fifth floor----4000ps1 concrete. Shearwall pile caps ------------------------------ 6000psi concrete. All other concrete ---------------- --------------- 3000psi concrete. ` REINFORCING STEEL: Ears to be ASTM A615-86, GRADE 60 (U.O.N.), free from oil, loose scale and loose rust and bent, lappedplaced, supported and fastened w according to the "ACI Detailing Manual, " (SP-66) and the "Building Code Rquirements for Reinforced Concrete" (ACI 3113-83) Sho drawin gs s a I E I AIL A be submitted for review. Welded wire mesh shall conform to ASTM A185-85, C COL MASONRY: a' ;a Units shall conform to ASTM C90-85, with precast lintels as necessary. Vertical reinforcing, where called for on plans, shall be,.r C c _ .. 1. ASTM A 1 8 '�Horizontal,�• j 6 ., 6 GRADE _ DE 6l. , reinfarcing shall be Ladur type as manufactured by DURO-WALL, or approved equal, and placed in t+ N�.' every third coursing. Wire reinforcing shall be completely embedded in mortar. Wire reinforcing shall be lapped at least six inches at splices „1 BAR LENGTH ,d. .50%-V 'd' I "I f—Sw,ity w 1ti r,naia oe artacnea with Wove Tail Anchors, or approved equal, at all vertical joints at concrete columns. �I 50%-3" Masonry grouting, where called for on plans, shall conform to ma ' COL.STRIP MID STRIP ASTM C476-83, C270-86b and ACI 531-79 (83) . 507v..30L 22 '' ° 5 %-.20'L' AUGER -CAST CONCRETE PILES: ', , 'b' .125 'L' .15 'L' PERIPHERY Au er-cast concrete g piles ( 14" dia.). SPAN'L' PERIPHERY III 1. TOP REINFORCING AND ADDED BOTTOM BARS ARE SHOWN ON PLAN; SLAB THICKNESS The installation and design of auger —Cast concrete piles shall be �1 Y ;. AND BOTTOM MAT REINFORCING ARE NOTED ON PLAN. done in accordance with all requirements and recommendations q of • •� [ 2. ADDITIONAL BOTTOM REINFORCING CALLED FOR ON PLANS SHALL BE PLACED IN THE ACI 543R-74(80), "Recommendations for Design-,---Manufacture-- .• STRIP-PARALLEL TO MAT BARS,AND IN THE SAME PLANE -BEGINNING AT THE CENTER and Installation of Concrete Piling". AND PROCEEDING TOWARDS THE SIDES. LENGTHS OF ADDED BARS SHALL BE NORMAL. dfown 3. AT INTERIOR SUPPORTS, SPAN L' IS THE LONGER OF ADJACENT SPANS. 4. 25% OF ALL TRP BARS IN COLUMN STRIP SHALL PASS THRU'COLUMN PERIFERY, LOCATED The required safe load capacities shall be 100 tons for compression A DISTANCE d' FROM COLUMN FACE ((SLAB THICKNESS -1 1/4"). REMAINDER OF TOP 30 tons for tension. .; BARS SHALL VARY UNIFORMLY TO EDGE OF COLUMN STRIP. FLAT SLAB REINFORCING DETAILS A compression and tension load test shall be performed "Standard in accordance with the Building Code" criteria. All piling installations shall be performed under the supervision of ) "� a qualified, registered geotechnical engineer who shall upon com letion P , certify the safe capacity of eachpile. s REINFORCING STEEL: See details for piling reinforcing. Epoxy -Coated Reinforcing Bars shall be used for all exterior balconies. Reinforcing bars shall conform to ASTM A775\A775M-65, and to the above Piling bid length shall be 8,.ft, pigO,r specifications. Use non-metalic chairs for balconies, and plastic _2 ' tipped chairs for areas within building interior. FORMWORK: The design, formwork including �� t`Cd (. '.-a erection and removal of shoring shall meet �r"'� the specifications of ACI 301-84 and the recommendations of ACI 347-78. jl H.A.LUTEN ASSOC.INC. S'� Formwork to the soffits of elevated structural elements such as beams, CONSULTING ENGINEERS I f joists and slabs shall not be removed untill the supported concrete has�5 351 South Cypress Road 1,�, . , reached at least two-thirds of its specified 28-day compressive strength. Pompano Beach, Fl. 33060 ( �, �tussa FILE # 88114 z Rµ I v Y 1 � h I 1 �. r• it I xM1 �i wT I, V.T12.. L u Fes- N O r N V % Y a)0 O _0 C v �\ K/ / N N Q Z uj ^\ v` O W C U } LLJ J u- a r yak .tr ya x N s REVISIONS: .JOB NO.: 88013 ATE ISSUED: DRAWN BY: Oa NECKED BY: APPROVED BY: SHEET M-1 _ • . ,vmu-q• �I a\, r 7 x(o s4a z'. "PLY All? .•t< n y �rS 18x 16 S.A. UP 1965 g. Sox Z5 m . AT IZ.O O0 CFM C B.O. SET � I -----AT 145 GFM 0 x7 Ae O.B.O. !SET AT 2(O5 G'rtM 1 .b ' 2—/x 9 AHU-3 i W I.� Q N 10 : 0, U N O 10 10 M u u 4 W VVVVJJJJ WO ch U�= Lu -� 7 ui N C N � U or)N 500 CFM ,V, 1 � iTL + Gow 6 1 C 77 I� fi rhx 1 Z X 10 EXWAV ST ? ,a DUCT VP To �'•,'. UHiT °E. 40 + I -I 75 I 12%O ' kn: 5x5 i� O Li Zzo .� CFM EXNAUST FAN - NUTONE C3T- 00 n 7$ V v$ -- T'�IPtcAL of (Z) CpM w / A � r=M 1 r �" TT Boo r + y• xx f t£ v � t � Y siif Ix + F f. ti NA ,st dear i N 11 1 1 1111 JOB N 88013 DATE ISSUED DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY. FLEXIBLE HOSE4FURNISHI WITH EQUIPMENIr BY STAINER SUPPLY RETURN FLEXIBLE HOSE DETAIL UIT CONNECTION DETAIL ,,FOR r SLAB SLAB PENETRATIONS SEE RISER SUPPORT DETAIL TOWER IS MODEL �OLING .LBC-350,_7200 GPM AND /. p•.�: �.'i51.9.�,� -�•i, y�,�',/, 1' .. ..�. :�,, Q, _ �A 10 HP/208V/38 FAN MOTOR ` CHILLED WATER RETURN " .-4" CHILLED WATER SUPPLY 2' CONDENSATE PTURNI T /4" TERM/U LINE' T WATER SUPPLY 2" DRAIN TO NEAREST ROO DRAIN FLEXIBLE CONNECTION RETURN'. AIR FILTER ACCESS PANEL FOR ADDITIONAL FITTI ` SEE UNITCONNECTION D Rl - SEE FLEXIBLE HOSE. DETAIL - 1 114' CHILLED WATER IT,Y I TRAP 314' CONDENSATE 1 1 /4" CHILLED WATER IN ' 1' ARMFLEX PAD 3/4' FIRE RESISTANT PLYWOOD _. PRING TYPE VIBRATION ISOLATOR - AIR-HANDLIWUNIT DETAIL -NOTE: ALL CONNECTIONS TO AHU TO BE FLEXIBLE (SEE FLEXIBLE HOSE DETAIL) LBOTTOM OF TOWER SEE COOLING TOWER MFG. SHOP DWGS. FOR BEAM SIZE AND LOCH_ 11011 ) —STRUCTURAL, TOWER SUPPORT BEAM BY DIVISION 15 CONTRACTOR - BEAM SIZE AS RECOMMENDED BY COOLING TOWER MFG. OMAACTU*RFRF ETItINGS ATON SPRING INSTALLATION DETAIL TAILS CHILLED WATER SUPPLY & RETURN STRAINER, (TYPICAL) _ PIPING > COOLING TOWER - PROVIDE / (1) LBC TYPE COOLING TOWER AS:MANUF. BY_CTL PROVIDE - WL. VORTEX BASE EXTENSION OPTIONS & ALL #304 STAINLESS _._STEEL HARDWARE END -_BUTTERFLY. VALVE (TYPICAL) .CONCRETE.PADS (TYPICAL) 5.1 1 %Jyw r_ 7 VG IMIL- COORDINATE FITTING FOR PUMPS W /. LARGE SCALE PUMP DETAIL i- r^-•+ : it/ 'iMll - sF�[{ CONTROL SYSTEM. fti � 4E" 'B iii lg' 10 0 AUL'* jESSARY PIPE FITTINGS. FOR A COMPLETE INSTALLATION. CENTRIFUGAL ROOF EXHAUSTER N.T.S. i IX ECK TYPICAL UNIT "A11 & IIE" HVAC FLOOR PLAN SCALE, 1/4" = 1' NOTE: BATH FANS TO BE A NUTONE OT-80 UNLESS OTHERWISE SPECIFIED. TiPIcAL. OF UNIT ,A" TYPICAL. OF UNIT "E" Co x to ExNAUST EX)=T 4-T 15F wOR 1.0 EF- 1 Co ON ROOF FoR uNIT "E'- 8 XS E. 1k"AVST OJGT AT 1S T" FLOOR TO EF- $ oN ROoF FOR UNIT "A" ZCULATING C'RONGE HOOD ASLILAT ION - TYPICAL_ A to 17RYER DUCT T 1 5 T" FLOOR D EF- 17 ON ROOF- UNIT "A" sCIO DRYER OL)cT F IS T" FLOOR EF-ZI ON ROOF YPIC.AL. FOR UNIT "E" SEAL JUN 08 1988 C/) Lu NO Q 10 U N10 O __ W N Co CN Q a) m C c N Lu a)U U � 00 0) O c') W U} L.LJJ LL N [n � U N i C}i/) i i REVISIONS: JOB NO.: 88013 DATE ISSUED: DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: SHEET M=3 OF SHEETS Ln U P.. "'"a : - r `" i t;^r�+ 3"W o Lk9 ¢A, a 9E!£"'ddYAYx flW. ;!"v S • rt9x a s,%--.� aa..'=f3 , t. r?:w:.K ."S . ;,:IIS.� e,.. «T'.�::sSR:ai ,,ttr t.. :ci>�. ` _ o� rv. %BwlafewWn,avmaAre m�Wv. r ! rt .wrt, ' I I COPPER CONDE PIPE RISER OR O ' SOLDER TO COPPER PIPING -EXTENDED BUSHING a`Y SOLDER � NE e �fIBRATION AND r t- CAP FLASHING BASE FLASHING OF t, + 4 r . . -- COPPER PIPE.5LEEVE W/-# 16"' LONG STEEL STRAP ANCH 3 @ ]20° - li SLAB PITCH PAN TRATION FLASH BOLT PIPE - ROLLER TO SUPPORT 3" X 3' STEEL ANGLE WELDED SUPPORT ." X 7" PITCH PAN 5" X 5" X 1/4" STEEL PLATE ANCHORED TO ROOF :6• PIPE ROOF SUPPORT NOTE: ALL SUPPORTS, BRACING & HARDWARE ARE TO BE HOT -DIPPED GALVANIZED AFTER FABRICATION. PIPE E SHALL BE AS — SHOW N PROJECT DRAWINGS STEEL PLATE BRACING --- -- -- CHECK VALVE-WILLI GLOBE -TYPE FIGURE, APPROVED EQUAL. _ —RUBBER FLEXIBLE PIPE 10, 0 ENPANSION JOINTS-S1 DETAIL a PUMP COUPLING COVER COUPLING IEX NUTS NGLE 8TS HOLD DOWN DOLTS ®PUMP BEDPLATE PUMPS P-1 & P-2 DETAILS XMI 3/4" SOUND INSULATION 3" STRIP OF NEOPRENE BRONZE RISER CLAMP FOR CONDENSER PIPING (GALV. ,..STEEL FOR ALL OTHERS) GROUT SLEEVE �- „1 P RT DETAIL 4V D I A L-- 0-30NH.G. 0-60 P.S.I. COMPOUND GAUGE 4C0CK--- - --)V,I.PS. CONNECT TO SUCTION PIPE AS SHOWN ON SUCTION SIDE GAUGE PUMP DETAIL 4 ''/e" DIAL 0-60 P.S.I. GAUGE CONNECT AS SHOWN FOR SUCTION GAUGE DISCHARGE SIDE GAUGE PUMP ALIGNMENT CONTRACTOR SHALL CHECK, TEST 9 START EACH BASE MOUNTED PUMP 9 SHALL tIAVE TIIE PUMP MANUFACTURER ALIGN THE PUMP WITH A DIAL INDICATOR WITHIN .002' DISCHARGE a SUCTION READINGS SHALL. BE RECORDED a FOWARDED FOR RECORD PURPOSES. kUBRICATION NOTES I. -AFTER COMPLETION OF THE SYSTEM AND BEFORE START-UP OF THE PUMP THE PUMP SHALL BE LUBRICATED IN STRICT ACCORDANCE WITH THE MANUFACTUhER'S INSTRUCTIONS. 2- A METAL INSTRUCTION PLATE SHALL BE ATTACHED TO THE PUMP IN A LOCATION WHERE IT IS CLEARLY. THESE INSTRUCTIONS SHALL INDICATE THE RECOMMENDED LUBRICANT THE POINTS OF LUBRICATION, AND -TIIE RECOMMENDED FREQUENCY OF LUBRICATIdN. PUMP GAUGES & LUBRICATION DETAIL 9 x 9 ExkAUST ovc -A T 1ST"' FLOOR To EF-1I FOR UNIT "$" AND EF- Z.2 ON UN\T "I RECIRCULATING TYPE RANGE HOOD. 'TYPICAL UNIT "B" & I'D" HVAC FLOOR PLAN SCALE: 1/4" = 1'-O" NOTI : BATH FANS TO BE A NUTONE OT-80 UNLESS OTHERWISE SPECIFIED. SEAL C� LJ Q O P P , N 00 ® �O cf)00 C/) in N � Q) -0 U7 Q O 66 m rnrn V/ � I� T w_ 0) O Cri U}�A LULL LL V/ c ` �O Uco� 1 i i �i O u; 'F, dj N JOB NO: 88013 DATE ISSUED: D WN BY: DESIGNED BY: CHECKED BY: APPROVED BY: SHEET M=4 OF SHEETS _ r f r i ,r L I is I I I I; I' i I 14 x14 EXHAUST OUC-1 AT I S T" Ft_OOR To FF- 14 oN ROOF NOTE: BATH FANS TO BE A NUTONE OT-80 UNLESS OTHERWISE SPECIFIED. .IS EY,"AUST _.T �o R EF- 15 ory OF =XNAV ST + FLUUR u ROo F, W C�4 o Ol N -O N op O co << C6 c m o c NLu a)O` U � LJ c_ O cc) U } W LL N t N \SUio i i REVISIONS. JOB NO.B8013 DATE ISSUED: DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: SHEET M=5 OF SHEETS M A i t o m I r �4x9 4x4 EXHAUST DuGT UP TO FF 35 UNIT g" 3 CFM (ox 9 RECIRCULATIN TYPE RANGE �3-755 `^J CVM / crme CGM 4xC� EXHAUST D V cT UP TO UN%T o gv -v JK 10 /_� 2 cli n N SU I,..AT 10 tN CGM RETURN AIR -rPRU R.A.CnIil IN DOOR C 7-AHV-2 .111 18 SUPPLY AIR UP GI e Iv 4 A(o EKHAVEaT MvcT UP TO UNkl "[3" 01 1 6XB / 'LlaO tr - EF 16 ^� � 5 � 2�0 Co xCo DRY ER pVcT G- F� _^ UP TO VN%T I Cn5 t &K:S DRYER EKHAVST 22x7 RETURN AIR --N THRU R.A. CTR%LL IN DOOR 4 KCo EXHAUST OVCT UP To Uti\T "p" FIR IC 1%� •• s "y Izs-91� CF M r ItoX10- y_ WATER HEATER I N SQ IOrJ 7Igx Ia 5uIlI AIR uP. AHU- 5 4x4 E_ "AUST UGT UP TO UNIT "p„ SEAL U) Lu NO Q -0 U N 0 O a)00 C/o) 00 (� CV > CDaSCm? No` Lu w c0� U %l U} LuJ 0 c U CN � U, •L G _ ML O J cn REVISIONS, JOB NO.: 88013 DATE ISSUED: DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: SHEET M=6 OF SHEETS .... Oil w> : i m■ 14x12 at .qp i Ji U EF 13X 12 ` u� F Z.J f � EF 7etCo r : r �I o-f { 12x10 EF ,� 7X5 �-. fE1 f JOB NO.: 88013 DATE ISSUED: DRAWN BY: "DESIGNED BY: CHECKED BY: APPROVED BY: a§ , c p§,� IG SEA SHEET 71W ...y..,.,...�....,:,,..N��,.....+.,,.,.,.....-,�....,.,,,,:4,;.,_.:s., ..a,a,.., ,..... E I.," ,v,,..a r..P + .c ,'Y x "k :; . ' ''-;. : 1`/4 ^'F±.` ,,.=.e ..¢v.w?`-. r2"+,v+', Mr..+ p.r .:' .r .`�; fl, 2 CON�ENSA i.a D .; , n * s -¢ '$,': s wrr+l�' er.,, ,` , (9, ti. > ..K-. `^, , , ., .r�,. r'r' f.. ( i, r, (s CW OW —T PICAL <.-a ,,. .-- ,. ,;ik !,r+•1.. .,.st r . . e^, :'}' t r Yv. CW CW .,. kr ,,., x n. . 'z=T , xte ti ,.. .,,b.... ..:.. , <d:.a..... ' , k, r. ' <;.r :+, ,, c. .•.- � J rr r, �.., i ,....n.','i.,, :r ,... a..w'� .. n ,., ,,.:,.$* J •a ;:w ..♦ .. n- .,.:. ,. K..r.... . 5.......rry n: , ,9 aI v tiT , !� n �. yah�.... vN a , .:„ � Y tirv: e n.,, i. ..,$�` i• "::••. ,:.. ..c !'. NS ..mn Y `: n$:, .+, ,, ....: v;, .'=.'s ✓ .'.�'^.,, t.. 1 , ., ?..: ,. ° x,�; , r. . ,., ,, . eS,..., f s , 4. ... .,r .. , f. .r{ ... .. • i. , . V M < e ef. n. . _ 4. r y , , .., m ..,.. ,?n,.. ¢ `�' �... _.... r. sA: �4 ? a,. 4m>N',. dw lr":.: ... .. ,, x +u :.'. .,.... . �F,« .. ...'Js P ,r ,.l r•, ..,�. a .... -.:. ..,$.r..� b' ' , A. ._-, ... .. ::. .., "5,tr'e,s R , , r CHILLED WATER t�IS�I S _ 0.';r"�` -IN 4 4 x� EF % ? TYPICAL DV TYPICAL OF UNIT "All" rt r. GPM MFA. MODEL NO. VOLTS PH RPM IMPELLER SUCTION DISCHARCIE REMARKS REMAI 9 x 9 4-way Supply 5000 Sexies 0 6" D5 1 60 nY 1 60 -SUPT-1 60 L4 rip w,mF TIM - "A Imo, FAN T noise A, tr Ws JOB NO.: 88013 DATE ISSUED: DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: SHEET M=8 OF SHEETS PLUMBING LEGS is SYMBOL ' ------ Line run in �r % : 'I Lime rim wrxler� - -C--- Coridema rr Wat er heater"` --w--- Potable water I — 15— Fire sprinkler ! r& i L i i `. C i H.e. a I 'V/ FIRE SPRINKLER- ISER 5 2 LOOK PLUMBING PLAN SEAL $8013 DATE ISSUED: DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY P=1 SHEETS LL .. _... lil _ I. m I? FI2E SPRWV-L..E2 u YPICAL PLUMBING PLAN - fLEVEL 2-15 TE: FOR PLUMBING ON ROOF - SEE MECHANICAL ROOF PLA `(M-1). i 7T IL f� SCALE: 1 /8 = 1'-0" n i U) W Q O U N °'oo O U N00 N Q O 66 C m cv) c O> N U � w cO� U} LU LL LL c/) a U N i i i E5 REVISIONS: JOB NO.. _ 88013 DATE ISSUED: DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: SHEET P=2 OF SHEETS w m WecucQ LL- V II L.,ov I I iI/ I � SNOWEtz. PS P3 I II II W'ttHEN �\II 51Wv I wC PI WP�51-1E.1Z 8/4^ '11 I 1 H. & C. W. RISER Fol'. I I �2 T I �) 2., II � I LCITC.F1Ehl 2" I I PS S�ti1K I ©SH1owE 2 P 13• 3., I s=otz awc, 2156R� Ste. SHEET P•(o D TYPICAL UNIT "All & "Ell PLUMBING FLOOR PLAN SCALE: 1/4" = 1'-0° SEAL JUN 08 1988 Q Q � U �co O Dco i N Q Lo (Ca) 66 m O Q c O` W 0) O c") U} wLL �� C: O N �UiN i i ., L!. I REVISIONS: JOB NO,: 777 88013 DATE ISSUED: 4/1/88 DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: SHEET P=3 OF SHEETS am DRAIN-.-. aESSUt�E i��D cl •LVE I Lf } ' i I" d �4c I z,. LAv I 3" Pz i 1; ' I z•• I. I ® �w SIhAK 2" 3„ 3� ¢ S-e. Sri SHEET P- C. WC PI -tea P4 WC PI P4 Tua T Fog BLDG. rz.l sE.2. sES� SNEE.T P-� ih' i I i TYPICAL UNIT "B & I'D" PLUMBING FLOOR PLAN SCALE: 1/4" =V-0" 777 SEAL L1J 04 Q O U U N10 O °'00 U) N O 66 C m cf) C c a)O, N U W � 0c`i U= w J LL t c U CV i n i i .y 0 • L� : . P 0 J N REVISIONS: JOB NO.: 88013 DATE ISSUED: 4/ 1 /88 DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: SHEET P=4 OF SHEETS F02 BL.6Ca 21SE2 SEE SHE:-F—T P-G. 1/2" HW 1/2" CW WASHER C r` is I �J l I f'`TI ✓ENT DRAIN na-r TYPICAL UNIT "CII PLUMBING FLOOR PLAN SCALE: 1/4" =1'—W s- r I i I 'd V / W Q Q^^^ U N V 00 10 00 O c, C m C O> w �OM U} w J LL C� 0 CN U (Y) U, REVISIONS: JOB NO.. 88013 DATE ISSUED: 4/1/88 DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: SHEET P=5 OF SHEETS f I 4', 13 r I I 3"V.T.R. 13 I 3 i V✓G 1 p5 \J' .. '' I 3"VT2• I Io I SHOWE.� Ir � r 1 I\ P2 2 I I r I P2 L1 v > P3 I �� �„ I LAV. 2' 51NK IBC > 4, (3„ 4;' 4" 13 ��\ 1.0 \ 9 2 I PS WASHER r \ / 4„ 13" I 51IOWE2 1 > 1 l 4' 3' I I 1 Pic 2' 6 /��i/T I /// SINK�y . J r I P3 r yam' 1 r I r, 13... I w c. I I P2 I 1 11 `} O I I I , cv I 3 f.OJ I TUB �yPl s' I 21 I O 2" L WASN6iz LAUNDRY 7U13 I I o 1 I(o s I I 2 4 I ja- i i PS x 1Zi S SHOWER I.3" lu I / >LAV. WASHER K _V i r 1 i CI 13' LAv� I / 1 P2 I� I ('• I SHOWER 4 3,. W.C. PI TARY RISERS C.O. �, 3" V.T•R. 1 II 4„ i 3„ 1 I I I I I I s r. LAV. i� LAV. / �1 I LAV. r < \ I 4" 3 W.C. ' c .J_ 111 q^ W.C.E�I I LAV. �LAV. WC. URINAL W.C. CONNECT INTO CONNECT IN w CONNE"CT IN 1V WATER NEATER WATER HEATER WATER NEATER TYP. OF (15) FLOORS L.. �� TQP INTO TYP. OF (14) FLOORSR TYR of (4)CLOORS DRAIN PAN. P 12' v CONNECT INTO WATER HEATER ON GROUND FLOOR T&P T&P T&P 2 4 5 (ll 2„VT R. I /CONNECT TO AAU y TYP. OF (15) FLOORS. 2" CC e C 1 2 4 5 T 4 P INTO PAN. CL 2"VTR. I I sr - It.--T 4 P INTO DRAI N PAN 11 ECT TO AlAu. ,OUND FLOOR. SEAL 7 UN 08 1988 LLJ Q O 01 C)N °' °° O 00 N N Q O 0 C m cv u C N N O, W 0) U O � (y) U= LuJ co � C a �U N cy')U) i i REVISIONS: JOB NO.: 88013 DATE ISSUED: DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: SHEET P=6 OF SHEETS I Iw ELECTRIC WATER GONG ---- WET SYSTEM DL FLOW D SWITCH PRESSURE GAUGE + 2„ CHECK --s- "'"CHECK VALVE VALVE SIAMES E CONNECTION T OS$Y VALVE P .4 $ALARM + C14ECK VALVE SURE GRADE E ECTION TO R SUPPLY CHECK VALVE PIV VALVE WITH TAMPER SWITCH PROVIDE PIT FOR VALVES AS REQUIRED FIRE SPRINKLER RISER DETAIL NOTES 1) SPRINKLER SYSTEM TO BE FULLY AUTOMATIC. 2) ALL WORK FROM CONNECTION TO WATER SUPPLY INTO SPRINKLER SYSTEM TO BE INSTALLED BY A LICENSED FIRE SPRINKLER CONTRACTOR. F MANIFOLD 2.E CaAUCaE . NNECTION . SP21 N IGL.EE coNTI� L. FIeE I4051= - PQOVI0E iz.E.SSURE AT L.00 LZ . =F'T• C.ONIIEGTION OOR . 'iz I hlK..l-E i� FIRE SPRINKLER RISER NOTE: DESIGN OF FIRE SPRINKLER SYSTEM TO BE DONE BY A LICENSED FIRE SPRINKLER CONTRACTOR. FINAL APPROVAL OF DESIGN BY ENGINEER. UNI ON K DRAIN VALVE ESCUTCHEON PLATES 3/4" H. $ C.W. SUPPLY LINES GATE VALVE- RISING STEM. "WATTS" *288A ANTI-SiPHON VACUUM BREAKER REO'D "WATTS" SELF -CLOSING P a T RELIEF VALVE. T 81 P DISCHARGE LINE RUN TO 31/2"ABOVE BOTTOM OF PAN. HEATER TANK 24 GA. GALV. STEEL 31" X 31" X 1 1/2" DRAIN PAN 1" DRAIN LINE RUN TO EXTERIOR WALL. WATER HEATER DETAIL 1405S, BIB WITH 5t WA.OE W100 - -fV1 OF (5) ON 200F. "TYPICAL OF Z TH2.0 16. 12„ 1 yV 2" 4 � 3/4 I �DOWN 70 UNiT "A' PRESS . 2.E-Gt VALVE BY W.H. W I � 5 3/4 DOWN TO UNIT P2B15S . VALVE 1!9�/ WH. PLUMBING FIXTURE SCHEDULE - Residential UNIT NO. ITEM MODEL NO. MATERIAL ACCESSORIES SAN. TRAP H.W. C. W. P1 Water Closet American Standard Vitreous China Seat: 3" - -- 1/2" Cadet 2109.405 P2 Lavatory American Standard Vitreous China Fittings: 2103.711 2" 1-1/4" 1/2" 1/2" Aqualyn 0476.028 P3 Kitchen Sink Elkay LGR-3722 Stainless Steel Faucet: LK-4103 2" 1-1/2" 1/2" 1/2" (3)-hole P4 Tub American Standard Enameled Cast Fittings: American 2" 2" 1/2" 1/2" Bildor Iron Standard 1363.103 Right Out: 2265.379 Left Out: 2267.375 PS Shower Enclosure by others Fittings: American 2" 2" 1/2" 1/2" Standard 1363.103 P6 Water Heater State PV-40-2LS Glass Lined Provide with -- -- 3/4" 3/4" 40 Gallon Steel Emergency Drain Pan It I 450OW/240V/10 PLUMBING FIXTURE SCHEDULE - cannon Area UNIT NO. ITEM MODEL NO. MATERIAL ACCESSORIES SAN. TRAP H.W. C. W. OWater Closet American Standard Vitreous China Seat: Church 5321.112 3' -- -- 1/2" Cadet 2108.408 F8 Water Closet American Standard Vitreous China Seat: Church 5321.112 _S' Cadet 2109.405 OUrinal. American Standard Vitreous China Flush Valve: Sloan V -- -- 3/4" Washbrook 6501.010 Royal 186 P10 Lavatory American Standard Vitreous China Fittings: 2385.049 z' 1174 I/a' 1/2' Aqualyn 0476.020 11 laundry Tub Fiat FL 1 Fitting: Model A-1 2" Z. Ile 1/21, 12 Bar Sink Elkay PSRB-250-C Stainless Steel Fittings: included T' 13 Water Heater State PV-20-2LS Glass Lined Provide with - - - - 'S/4" '9/4' 20 Gallon Steel Emergency Drain Pan 450OW/240V/10 4" POTABLE WATER SUPPLY 'O COOLING _r0WER ON ROOF -TYPICAL.- OP FLOORS 2- TH2v is, 1 W Co / TH 15 LINE RUN BETW BEN G12.OUND ti+ 2N0 FL..00LZS. SEE DASHEO. I.-INES ON G20VN0 FL.00�2- / PLAN. K� %��a--POME�TIG WAT%�Z PUMP BE L.L C5 ia5ET' T70M SeCLIE' r' i 3-PUMP CAMPUTR'OL. i W MFGH•1ANICAL. SZ.00M. A 1 1 2"tV 4 LNE UNDER- \ �51C'E." OF 8LJ7Cq . PIGAL_ OI= I THmU %S. \ I I TU2.N WAT--e- LINE UP P-UN MSOVE: 2y2 GIROVND F1-.002. I 2" W 1 W l 3/4 DOWN TO UNIT "Ca-- P2E"SSU2e I�EDUG. VAL _veE MY W.H. DOWN -To PI2.6SS. ,2.Eo. VAL_Vr= c W.H. IN CC)MMOpJ MAIN POTABLE WATER RISER NOTE:I-PROVIDE 3/4" WATER LINE TO EACH HOSEBIB AROUND BUILDING. ALSO PROVIDE 3/4" WATER TO HOSEBIB AND SHOWER BY SWIMING POOL. 2-PRESSURE REDUCING VALE TO BE USED THROUGHOUT IS A BELL & GOSSETT B-7. BRASS BODY- 3/4". SEAL J UN 08 1988 _ LLJ 04 Q O 10 U N10 �00 O C/) N 00 (� Cn N O 66 I` m cv C U Lij a) � WC)) U O cy) 4__ LUJ LL cN � t C ^ Q U C,4 c^ i i I REVISIONS: JOB NO.: 88013 DATE ISSUED: DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: SHEET P=7 OF SHEETS m �i X rm L. LOADCENTER "A" & "E" RATED VOLTAGE 120/208V-10/3W/SN LOCATION Unit A & E RATED AMPS 150 A MOUNTING Flush DEMAND KVA 30 GFI CIRCUITS 12114/16118 BRANCH CIRCUITS Plug -on CAT NO. LOAD BRKR U 150 A BRKR LOAD DESCRIPTION ¢ I.- (nz Uj a Ton DESCRIPTION LighLing 20 1 1 2 1 20 Receptacle Master Bedroom Lightinp 20 1 3 4 1 20 Receptacle Living Room Lighting 20 1 5 6 1 201 Receptacle Dinning Room Lighting 20 1 8 1 201 Receptacle Bedroom Dryer. 30 2 9 11 10 1 20 Receptacle Bedroom 12 1 20 Receptacle Bath 1 WH 30 2 13 IT51 14 1 20 Receptacle Bath 2 16 1 20 Receptacle Hall AHU 60 2 7 18 1 20 Receptacle Kitchen It 201 20 Receptacle Kitchen Range 60 2 21 22 1 20 Receptacle Refrigerator i3 24 1 20 Receptacle Dishwasher 2 26 1 20 Receptacle Disposal 2 28 1 20 Receptacle Washer. 9 30 Pa Sut Pan gle Pole Switch - 15A/120V ay Switch - 15A/120V ay Switch - 15A/120V gle Pole Switch - For fan plea Receptacle - 20A/120V lex Receptacle - 15A/120V lex Receptacle - Top 1/2 switched 15A/120V lex Receptacle - PIouned above counter 15A/120 ,er Receptacle - Voltage and size as noted connect - Type and size as noted evision Outlet Lction Box - 4" square or octagon iaust Fan .ephone Outlet GFI: V with ground iq NOTE WITH k w Q o0- U O °' S6 r/ 00 V) CV Q >o 66 C m CO C O, NC U � � O cc o W U} LUJ N � a�N� C � Ur, Cal � cr}, F i REVISIONS: JOB NO.. 88013 DATE ISSUED: 4/1/88 DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: SHEET E-1 0F SHEETS 9 1 I 1 I LOADCENTER B..,,D.. RATED VOLTAGE 120/208V - 10/3W/SN LO ATION Unit "B" RATED AMPS 150 A MOUNTING Flush DEMAND KVA 30 GFI CIRCUITS 12/14/28 BRANCH CIRCUITS Plug -on CAT NO. LOAD BRKR i Y U 150 A BRKR LOAD DESCRIPTION r f to 0 a En OJ a DESCRIPTION fighting 20 1 1 2 1 20 Receptacle Master Bedroom Lighting 20 1 3 4 1 20 Rece tacle Living Room Lighting 20 1 5 6120 20Receptacle Dinning Room Lighting 20 1 7 8 1 20 Receptacle Bedroom Dryer. 30 2 9 1 10 72 1 20 To— Receptacle Bedroom WH 30 2 = Rece tacle Bath 1 13 14 1 20 Rece tacle Bath 2 15 16 1 20 Receptacle Washer AHU 60 2 7 18 1 20 Receptacle 19 20 l 20 Re e t acle Kitchen GO 2 21 2V Rece tacle Refri erator.Range 3 2Rece tacle washer Rece tacle Dis os2Rece tacle Kitc en 3 U-0 IN I I 1 TYPICAL UNIT "B" & I'D" ELECTRICAL FLOOR PLAN SCALE:11/4" = V-0° (f) LU Q O U � V` 00 O 10 N i tco V Q O o6a c m C N L 01 0) U 0 � cc _w U} LULL LL � N � t C O cV �UiN i i O U V J y.: N REVISIONS: JOB NO.: 88013 DATE ISSUED: 4/1/88 DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: SHEET E=2 OF SHEETS ... a :... ... 1....uv. t..400 'T'li F I.:, ..`3 [.. 1 , ..r« . „ i.. x .. •. _ i, � a v s v k , A. r. n ., `yg4 ay...V.. b 2", LOADCENTER 3 ,. r. C Lr .. x. . .r RATED VOLTAGE 120/208V-1�/3W/SN "':.., L TI N Unit C M OCA O DATED AMPS 150 A ; MOUNTING Flush ��", ,r; m , DEMAND KVA 30`_,' GFI CIR ITS 12/14/18 CU w BRANCH CIRCUITS 30/P11t9-on _ CAT NO. LOAD BRKR 150 A BRKR LOAD 4 zCnDESCRIPTION Aiiw Yo U a DESCRIPTIONi' Li htin 20 1 1 2 1 20 Lighting 20 1 3 4 1 20 Lighting 20 1 5 1 0 Lighting 2 1 9 1 20 9 10 1 20 Dryer 30 2 1 20 WH 30 2 13 14 1 20 15 18 1 20 AHU O 2 IS 19 1 20 R 60 2 21 22 1 20 3 4 1 20 2 28 28 30 s, Y s�5 ELECTRICAL k x ;n r" SYMBOL �r, , ,r= S Single Pole Switch - 15A/12,^ Iil x p' :r S3 3-way Switch - 15A/120V S4 4-way Switch - 15A/120V SP Single Pole Switch - For fan Simplex Receptacle 20A/120V � y e db Duplex Receptacle - 15A/120Vi -' 46 Duplex Receptacle - Top1/2 switched 15A/12 V - - Duplex Receptacle - Mouned above counter 15 /120V © Power Receptacle -Voltage and size as past ' �f Disconnect -Type and size as noted Television Outlet OJ Junction Box--'411 square or octag jEF Exhaust Fart �^ rr, �. Telephone Outlet`' t Panes r.� t� ` i17 B GFI: Provide device with ground fault interrupt r vd - a « P t u 4,6 ry v R , cx i P 3 « N I 3 .f,. �+ ZIMA I,'_ 1 I I I 1 I 1' I ,e . I 3' � { �1 < I Recept D� a T C. Iran 7 4 10 THW CU ' IN 3/4" r G &' g 11n 30A/24.0V W ~ N Q O U U N 0 O Cv /^. / /!1 /�/� W N � A� CD�[ oU a CO m Y C q w 0 (1) q IV U WO (y) U�= wLL J U) N �O U � -C'('-) (y) FW_0.d0dmb11.1I� LL J REVISIONS: " JOB NO.: 88013 DATE ISSUED: 4/1/88 DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY SHEET E=3 OF SHFFTS GFI G I 2 s a UNIT 11F11 & 11G11 ELECTRICAL FLOOR PLAN NOTE: CUT SHEETS FOR BALCONY LIGHTING WILL BE SUBMITTED WITH ST. LUCIE CO. SEA TURTLE PROTECTION APPLICATION. 1 G 27S SCALE: 1 /4" = V-0" :7 GFI 0 ELECTRICAL LEGEND SYMBOL DESCRIPTION S Single Pole Switch - 15A/120V S3 3-way Switch - 15A/120V �4 4-way Switch - 15A/120V SP Single Pole Switch - For fan Simplex Receptacle - 20A/120V AW Duplex Receptacle - 15A/120V JCW W Duplex Receptacle - Top 1/2 switched 15A/120V Duplex Receptacle - Mouned above counter 15A/120V Power Receptacle - Voltage and size as noted E3J Disconnect - Type and size as noted ©V Television Outlet. QJ Junction Box - 4" square or octagon EF Exhaust Fan Ak Telephone Outlet Panel ,-'I r Subscripts ' GFI: Provide device with ground fault interrupt G 24 3FFa TH W IN I" C.- R 20 v� ` G 22 U10 THW CU IN 3/W'C. G 3 13,15 A/240V WATER HEATER VP GVi 'l UN10 O 01 00 4— Q N L0 o2S C m o C N U O, U LU �0c`) U a75 w N� C LL N � U c) co wqh CI WOO REVISIONS: JOB NO.: 88013 DATE ISSUED: 4/1/88 DRAWN BY:, DESIGNED BY: CHECKED BY: APPROVED BY: SEAL SHEET 444 x, I` ij t j x 4 , l� �! x 1l 5 p 4F l Vf d. P ti I I , 1 I� k I I I 'I i I V r „ p 'l A, I ,l x MFA 9 0 ,O O❑' TYPICAL ELECTRICAL FLOOR PLAN (LEVEL 2 - 15 0 SCALE: 1 /8" = V-0" m <n 1 n SEAL JUN 08 1988 U) LJJ Q 010 U04 O °' 00 /C/-) C00 V �0 >o 66 c m co c NOl U Lu co W O co U} wJ � cn O :3 .ba t •L _ t LL 11 YE V J N REVISIONS: JOB NO.: 88013 DATE ISSUED: 4/1/88 DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: SHEET E=5 OF SHEETS I HP I HP 5 Foj /Z I O m R HP- 11 HP-9,1 I HP-9 E i EM-H 13 SEAL (1) LU CN O '0 U N �. O a- ,O U-) 7 00 U) c/) N Q N a o ob N m O c N u O` U '4T w �OM Ut" wJ a��� N -tz c � N d 5 U ,Y)� REVISIONS: JOB NO.: 88013 DATE ISSUED: /1/88 DR,AV K BY DESIGNED BY: CHECKED BY: APPROVED BY: SHEET !E=6 OF SHEETS I� �I0 LL 4 0 N 'US THW CU IN 3/4"C• DOMESTIC WATER CONTROL - CONNECT OWER TO PUMP5 & C TROL (CONTROL PANEL Y rHeRs) 1 (4)-ik3 THW GU IN I-I/2" C. EM-H 10,12 ,14 0 I I 0 / / SUMP PUMP WV HP #12 THW 25,27 IN VZ"C( 225 2 0 8 0 f✓' HP 33 HP 8 I I I 1 P *F ^ y v m V. 0 HP 22 AC 17 AC v \� WH 12 4 AC 9 II HP 2,4,6 AC, AHU-Co 214 #4 THW CU IN 4 THW Cu I C \ IN 111C. AC 2 213,15 4 ���----_---------------------------- _--� wv 2000 A BUSWAY I I SUMP PUMP \ HP \ 10 10 I 12 29T wP I EM-H EM - H 10 27 #12THW 302 HP I--19 - --- -- ---- CU IN I/2"G. o — -- — EM-H 21 2,4,6 PANEL "BAR" - FOR FUTURE BAR EQUIPME 60A ,120/208V -30/4w 20 CIRCUITS PAYPHONE FPS• L TRA KS FORM E R- VA U LT SCALE: 1 /4" = V-0" v / Lu Q04 _ O ' U N ol O °' 10 U �00 C� N N Q N 7C3 LC) > o 66 C m (4)4 (o THW CU IN " NOUIT Y C q' NV w U W c O c U} aN� C rl_ t N �U�� 14 V. SEAL Jul 08 r REVISIONS: JOB NO.: 88013 DATE ISSUED 4/1 /88 DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: SHEET E=7 SHEETS m V. 0 HP 22 AC 17 AC v \� WH 12 4 AC 9 II HP 2,4,6 AC, AHU-Co 214 #4 THW CU IN 4 THW Cu I C \ IN 111C. AC 2 213,15 4 ���----_---------------------------- _--� wv 2000 A BUSWAY I I SUMP PUMP \ HP \ 10 10 I 12 29T wP I EM-H EM - H 10 27 #12THW 302 HP I--19 - --- -- ---- CU IN I/2"G. o — -- — EM-H 21 2,4,6 PANEL "BAR" - FOR FUTURE BAR EQUIPME 60A ,120/208V -30/4w 20 CIRCUITS PAYPHONE FPS• L TRA KS FORM E R- VA U LT SCALE: 1 /4" = V-0" v / Lu Q04 _ O ' U N ol O °' 10 U �00 C� N N Q N 7C3 LC) > o 66 C m (4)4 (o THW CU IN " NOUIT Y C q' NV w U W c O c U} aN� C rl_ t N �U�� 14 V. SEAL Jul 08 r REVISIONS: JOB NO.: 88013 DATE ISSUED 4/1 /88 DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: SHEET E=7 SHEETS - .; , "... „ - ...' , :, u d 11 s 1. .♦. , .. a �a�.� ,r' 14� 11 ♦ ro g $ (r, 1-1 ,. . 2 F. G 31 x 3 , n x _ EL PITCH POCKET STEEL P ,.. , _, r ,< f • C W F - I x I SO GALVANIZED 2 2 ED STEEL ,,... r. .. r NO. COPPER CABLE. s 1 ss 1 ,.. 1 r., TT.. rt.. n.< .: 9. ..... . a.. 2.. ., r..t^' in... ,..,, .... ,.�.. ..., -..< ,�.,.: ,. ...:. „a ,... .. .. }... _.. _., nr. ,*i-: .. ,.. ... v a._.. s_. ,..... , ti,..... r arY.... -x,,_� ,. ,..- r, ... .:. INTEGRAL BASE FLASHING SEAL- c„r, qu x - CABLE AS THE MAIN CON ;wn,: t>.c?�. r z,M �3 �, r ..:, ^F..: J , d:" mw. .{.+u.aw,.. "i 437. A+.1 ':,r ^ '... Cvr ".v ,..... ,.n. - ..y:.. '•.\. .r. ?.^ "r! i,. I�Jj /��QQ —I/G x .,.,,. yy ILF .r: r,..ke �' 4 n6,:V1P' llvk PENETRATION PERMANENTLY r r,F: AND E CIRCUIT WHEREak�s„� ".fi„,�,,,, s�3^ .ACC .Y. rt,' -.. .. ,. �.'::�'.. .-Y;..NT.-: �'1': A T GER. W 1ER TIGH WITH COMPATIBLE� ,. :...ROOFING COMPOUND. ..n....,.�<..s, r:.. � a . COPPER GABL .: k. R «��, vv . �4. Iv ., aL. , yl.: P�. �{' e ,v, $ .•: �i,vu r'�S d y '.. }4r(p, �S , .12.`Y::: ' E .,..�",F'MIISHEQ, GRADE NO COURSE C LOW U SE ABLE BE w r !6 ... a c , i r n:-. v... .. .v- ul -.. k e 1 a ,: ♦ 7Mw. i .. . ,... ... l 6 .. ... a :..e.. v GRADE TO GROUND ROD CONNECTION. .!q n . » Iff ,. k , A H I 1 -, e k r .., _<`h.. e.. .a. .3 mn,>._. x, g� ... - .u, ii .. x<.. ,. k a i :, , , ., ✓^..- 1,. , t,l< I ..A, ... �,,.... . >Yu�`'s .. e. r. e ,K. 6Y:S �. xx'..i1 .. aS ,.h r.: •' , 2.1 ,.,. .F ... a ::n .r. .i. , .F, I lu FK r,, SECURE IN ., m; .,+ ♦ _ ., 1 .... b' r: AN APPLICATIO FURNISHED ,,^, v a I I w. 'F": i f D ;e , . .. ,,,:-�"Ma^ '" ':zD' ''e"r,. «,,,, ; r' w•Frs„M PVC CONDUIT SEAL LLJ Q p C U CV ,4 O T« u, �14 « > c 66 C m cY i LIJ N r W U w u N �r aN C U I� C6 8 F. x REVISIONS: JOB NO.. 88013 DATE ISSUED 4/1/88 DRAWN BY. DESIGNED BY CHECKED BY. APPROVED BY. SHEET E=8 OF SHEETS �3ULE a J 400M RP4r ' z ti �I ^I py 1 1 4+ 1�. S : { , w gr �_. . u r, a I. f 1 1 y "Ill Ir 1 I _1 I I� 1 nINiSH MOUNTING REMARKS %. burial. Use 25' fiberglass 5' direct burial i it 1J , I III: t I 1 I. �I I 1 1, { y t 1 1 i � I 1 1 I ( 1 1+ 1 Vy 1 1 r J•,.'' 1 I I I i 1' 1 1 r. 1 i ` CONNECTTO TIMECLOCK "TI" ( INTERMATIC T147Z BR) SITE PLAN SCALE: 1" = 20'-0" .� Y ¢ A. Id 'HW CU. IN 2"CONDUIT FOR :WHIRLPOOL EQUIPMENT ."P" 120/208V 3m/4W/SN,NEMA bR 30CIRCUITS. SIZE AND LOCATION OF EQUIPMENT TO MAIN SWITCHBOARD, CIRCUIT $,IO,IZ LOCATED IN MAIN ELECTRICAL ROOM Q CD U U N O 5 U �co Q a� Lo a, > 0, o, Nc U W O cc c U} wJ c/) a C N �U i� i `o� LL lJ Zi REVISIONS: JOB NO.: 88013 DATE ISSUED: 4/1/88 DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: SHEET E=9, OF SHEETS Iii •T 1E = I REDUCER BOA TO Oil Oi� OO O # 00 O TO UNITS A-E FOR 00 O I1TH FLOOR cq�{w�,r 7 "K^, TO IOTH FLOOR Mxv (UNITS A-E) .:: {$ coo 0 OO O O'' O O Oi Q 0 ao 0 7TH FLOOR ....,.. x , 3RD FLOOR wei BUSWAY M1u' TAB -` 2000A S8 BUSWAY, All 1ST FLOOR UA 1 "D., EZMrc -125 "D" EZM 410-125 A" 2000A MAIN DISCONNECT t W/ 2000A C.L. 4 CONDIN4 (4) —400 MC M CU EA AL � PANELS - TYPICAL FOR THRU ISTH FLOORS SCHEDULES) (2)#I THW CU & (I)#2 THW CU IN 1-1/4" CONDUIT (TYPICAL OF ALL ; APARTMENT TELEVISION BOARD 4' x 8' x 3/4' PLY WOOD /1 W/ 2 COATS OF GREY FIRE RESISTANT PAINT/ 3" PVC CONDUIT TO PROPERTY LINE (VERIFY LOCATION WITH LOCAL CABLE T.V. COMPANY) ----� BOAR 3/4' PLY10 W/ 2 COATS OF FIRE ISTANT gog �� Af PVC CONDUIT UTILITY POLE (•1 LOCATION W/ T .1 v 9l.t 3 "ATS" :w,ce� Py �k i �I`, .i DISCONNECT ELEVATOR E ��� t )� �"�t� v � MAIN EL RI OOII L "F?"\ D1S�CONNECT i ELEVATOR I&P- 3 200 (4)4*1 THW CU / IN I (4)350 MCM CU )N31/2'CONDUITt° tan ''� ""m rft,Y ROOF: . •,a> z7 pISCONNEC MAIN SWITCHecA & EVATORS HOUSE -1200A a "R < NEL'"EMF N X . AUTOMATIC aTRAN5FER SWITCH 3S. y '37tlRANSF`IO RMLfi'` VAULT t % 3�4" % 20' CU 6ROUNb " h a Fi,4P Ir �� AROUND TO BUILDING S wailL OR METAL WATER PIPE. R -APARTMENTS f��1� wa ..,,m.. me? tc Y -�. r . �'*x a wi_ aw«.. "'4; �. „ P..�+'., + 1 .a; EA .as•., liMll 4 (4) 350 MCM AIN A � ix 2000A MAIN, DISCONNECT 4 lie ., EMER(ENCY DOMESTIC WATER PUMP +' � a x HOUSE (3) INSTALLED BY CONTRACTOR ;z PANEL ELECTRICAL .HOUSE FIRE PUMP CONTROL FIRE F� PANEL PANEL W/ AUTOMATIC 75 H.P. AC E2ANSFER SWITCH 40ORDINA7E WITH PANEL MECH. CONTRACTOR) —� .(VERIFY L, ATI °T PANEL "P" GENERATOR "•, ,", JL POOL EQUIP VERIFY LOCATIOnc) 200A STAINLESSSTEEL NEMA 3R DISCONNECT - ,GENERATOR 400A, 120/2O8V-30/4W/SN TRAL PANEL P. EMA 3R MAG GUARD BREAKER - 300A 200 KVA 120/209V-30/4W/SN - STAINLESS STEEL 7 a a 0 M JOB NO.: 88013 DATE ISSUED: 4/1/88 DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: SHEET E-10 OF SHEETS ate- -a•�-*sz^.r—.,..,. _ t, ` > I RATED VOC,.. RATED AMPS '' MAINCONDUC BRA" ,�, `sue, x nr' yG t� YY LOCA1 I. ..,' r` �,MOUNTING ' NDUIT AOL A I l Y i BUS y,1200 . I., „a'r,: AMR*, DESCRIPTION X DESCRIPTION v U a � A fb B I 34 2200 3 56 088 3 9 1 =,.:. 3 15 16 3 3 ¢ 65 17 18 w r r 1 9 0 s uy � ` 24 �t rv� a � — D 31 u1 ....a - TOTAL ,� :�, •kT ..t ,.� trv,+fl' li'' [R� n •�y,vr ..4 v��k `.. �" � t. ,. ..,v: ,n ;,,� BUS a y e CONNEC �., ,y , .., i , f. ,. ➢'� t,J (, x i Mr 4 ta (i i 'ki � .'`�� i.4�:r-I 'al` �"''� �';�.":"` R LATCH ❑ INTER RU ;, ;,, . :. 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R � 71 .l Y � An p' P 4 i ✓ 'q. {p ttl S ,P. et [p t 5 z' 41 u^ w � ✓ n d 4 b „ SD 0 o/ Y $D Ilk .a{,% ' u� ,1eI` Ora ter., z Ma d u 4 F 1l�Itl9 ,y MOM., kWE qh' L--- Q SD Fj'.'clr TO MAIN TELEPHONE BOARD J h' P P1 f ihr6 nr, FP ,� M1 J J u, gay} M » ; ' s .. +:±a. ;d,.$ ......, ,r " s.., , rF .v ;;, ' a. ., .,,-•:M :;ax"£*, r f h v¢ a s a" 5T'dr .'�,{ra: ., ru # v `t;,f' S '". y, F ,H+• O e.,« A'u .:. Js: ;h `a , .�:,c ;'`� , ". '7 .0 ,.,.„,: ,• ?rd:: a x^` Ia%" .a. r`a.r `' .s.,,..;:, o-tisns x x '"sr ,S :R:, y Y 6 . " > b, .# A ,r..:,y{"�.s :: , , �.., n .R §^ ,, ..:". �. ::' ....:. .,r•C,.. .fn ,,.%� ti '...:.. '� ,'.-.;y.. � ;ke x ,:a $ x� : ;. nL+ ria.. Y ,,,7 4 4�;i ffx.�, ,: ,,.. � :.,.. `• ,..:< t7,. m..,,. p A,r t , rv.... > �. kwi ,'k .." ,.,x� "1%�, ,b ,s,:.-r u ' :s -., �. " , r .v ,'� G� .t ^., ry,^. ,},;: 4 "b Y �'' _•;,"^� r ;*; tib .+,xr, rns+; 6 ,ut r *yu.;v '�... % }:v'+� F `.`y S 'k: " .'. .:.. w ,k ,,,Y: J W%.YP.•: M , "ri ° S' AYn Y � � ��"..' 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Y.. ., .. ., x t .. ..... . r ._.. ,. n nt!�♦ f,K 4, I �I. . r., re W�w'v 4..-_.., ... r ,. ,♦ � ,... :'.. , ,.: : ... ,x .... r. a.. v v.-....ry ,. ... nm a i „'. ,.n ,- . u .. .f. ,... .. R.. ^ v M:. „ , .., , e b ♦. ..-.. ♦ , ... <:.. a .v,... -! ,,.. ., ., , .,.. N.4," , ., , i ......, +' r.."., ■ rW _u SEAL J UN 8 8 1988 v J W 04 '�^J O A U N10 00 O °' .0 / /U`^) 00 CV vJ Q a� Lo o'6 c m o C N c U U �7 W 0)0`Y' U} w� N� � a� O U cy.) U, REVISIONS: JOB NO,. 88013 DATE ISSUED 4/1/88 DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BYE;. SHEET E 12 nF CHGFTS r m O E U N 3 J N Ri x + m r 7" E� pmv", v.l �g MOMM� M Mei k4 11�.M kY °pr`h- E mi I Cf) W 04 Q O -0 O N10 co O +- "o 00 U) V' N Q(1)7C) LC) 66 c m o N Lu c U � W 0) O cc U} wLL J vi cn , O � � �U N cy-) -C�5 ;o •L 0 rL REVISIONS: JOB NO.: 88013 DATE ISSUED: 4/1/88 DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: PROVIDE 120Vi20A POWER - CI CUIT EM-H,23 ROOF I I 15TH FLOORI 14TH FLOOR I CDT PROVIDE 120V;20A POWER -CIRCUIT EM-H,25 13TH FLOOR 3A,5 11TH FLUUK 10TH FLOOR 9TH FLOOR I, CDT 8TH F 7� 61 LOOK CDT 3RD THRU 15TH FLOORS TYPICAL OF 2ND FLOOR PROVIDE 120V;20A POWER - CIRCUIT EM-H,21 3A,B 1°4:1 nnra FA RISER LEGEND SYMBOL DESCRIPTION CPU Central Processing Unit SCC Status Command Center CDT Communicating Device Transponder L1 Monitor. Zam TPLI ZAM Control Zam Pull Station SIl Smoke Detector. S S SpeakeriStrobe combination ♦ Phone Jack TO t` Tamper Switch QF Plow Switch D® Duress Button ❑I Remote Test Station ® +AHU Shut down Relay SD y eruct Detector WIRE LEGEND A: JM40772 # 18 TS AHU-7 F F F F F F F SO SO SO 50 SO 5 D SD D D SD SD D SD SD Z AHU- Z A B D SD SD SD Dr Da Da I Ft I I R = $$ 5�� S S S 5 S 5 S S GTRL. ZAM FOR AHU * ! SHUT DOWN S S S S ls S ♦♦ -Lt AHU-3/ HU H' FIRE ALARM & S CURITY A,B ELEVATOR I I i i I III i ON ROOF B 0A117W CTAIC SEAL I C/) LU Q O 01 U N10 O °'00 N N ���o 66 c oo c N � o' U � _w COc`) U�= LULL vi n LL c N W14, CI .OE.. FE O U as J ++ Cn REVISIONS: JOB NO.: 88013 DATE ISSUED: 4/1/88 DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: SHEET E=14 OF SHEETS 55r, ' +I' �x k a Y: 3 .YF y�.•.. t Wy ztk :� y 4 Y I p' fi Y ' r< p k �. I ems' 4 � FIFTEENTH FL 4Z AL V sy. V tt YT� FK u k K Y V z ' WVENTHI Y+ ie3't ✓ t r s i I. L N" X NINETH FLOOR ;L w r EIGHTH FLOOR /=1 A/,iy}� y 4RX1... TH FLOOR I V . qj 2" EMT CONDUIT SEAL UN 0 8 1988 co W -^ Q 00 U N10 O 5 cn cn co CV Q Lo dS c m o c N LJ N o, U Iq W cc U} wJ C ^ � CN ) cy) v) E REVISIONS: JOB NO.: 88013 DATE ISSUED: 4/1/88 DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: SHEET E-15 OF SHEETS { vs t 1 ! § '„ Y st ��.. 'lI o-��t. `.-k,��'� fi4 s":u.^�� .ix. 's'�� .. ■ ,. ,E��s�.�"b vl$,; rx. ..v 'a... Wr�. �. , pro: I III / \ / IR 1 (PI ZjtQ.. I 13 3 rJ i P1 I' II /� �� s i _z t j P4 S OL J % ^" FIRE SPRINKLER RISER FS CONNECT INTO EXISTING—` 2 r8 g" SANITARY SEWER LINE - (BY OTHER5). VERIFY EXACT A LOCATION WITH CIVIL SITE PLAN. S . i � SS M 2., T P W. t. O2A11,4 & TO so. HALF OF TYPICAL CLEAN -OUT DETAIL sv mmv \/ 0'Q �� ®��� v GROUND LPLUMPING PLAN SCALE: 1/8" 0 r#`.#3�, ��e��v.;. �t°.,%.,�� �§ mm"4�9�`"StP'?t,�r,o-„h'`�.'�',.'S$xa "t;•�?iia 42%: �r:".'ri;.:�: ar5',.ynx,,:: ��'".. n.: t<``�P>«Y.S++t,v'��d�"g ;g :`i"�� SS S; S "E D TO C.O. PLUG — FACE OF WAE H. ,fie 4 rrsgs� 3 U a N 6 I 4" INCOMING POTABLE WATER' 2 I '-4" VALVE 1N doHa �'g CONNECT INTO gQ.00Ks lot? EXISTING B" SANITARY sE�zaES ESoX ., SEWER LINE- (BY OTHERS) VERIFY EXACT LOCATION 5 2ro W/ CIVIL SITE PLAN. ka, a x CONDENSAT"E. 1 To 5ToPM 5EWE— , v rF7�$'..a X4r v .. SEAL C/) Lli Q O 01 U N10 a' O C/') �co Cn CV Q 0 > CD aS C co' �, C c N a)O, U � W 0) O cc U} w J LL Cri aC)�C3 O N �UN � Y "r 21 y M1 �waa 4 ; REVISIONS: JOB NO.: 88013 DATE ISSUED: 6/9/88 DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: SHEET Pm OF SHEETS " q n t' r ei slv... �n 6N b�` .. ,. .. n. .... p 1 • 1 ..%,,WADCU z# I{ • • 5.s �P. • ®mReceptacle ;Bedroom— BathOEM Receptacle WasherIMM mom m _�_ M©m �T 77F20 I Receptacle Dishwasher 1 20 Disposal Al ;+ w3sa:min:wem:ivc-armw+vkim4»ev.«an2tRn>ye,,r `f.•:. ire vy>-,is ® DESCRIPTION • - 1 SP t� < a sy ffi a !'t4 1► _ V 5. • 1 4: s tt b d +E ... .f a}d W >}r. 3xi � pri f.. • • r- 4A MM ..�,� n v c > � ��, I I S � ,I rM'., �� k�� A � vs 3x. 1 '. § Thy 5 � 5ra • ,�•i $ «fit f. � iz YL ' % ��r Y. F ;'=� P a a n � €f r � �.4 a� " u�;rik:. °� p Et ryY � �Y f. 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' r y:, r,, n ,. +.., , W.,. u,., » :Y € .m:..,.. x tb,`f... ae.ry: :'k .�r + [ d: F' +:;,.A"k'• t� ,� pr €e ,'ka uf_. w.,s..:sr , '"� t ;;.:<YL Y,rE ai .,xs r v A� TYPICAL UNIT '�"Pa .re:.v fi' .: �s,k,.. ': ....., , 4 , +.2 t� ttt �'`++. m.-,z' , .x""#t �A::.. „ " � ..: �. f r, °6w8 AL FLOOR r. s,: ¢r-' rrv:� a " tit;° r , }, .. �# , , �.;•� 5;,, Y.. , +: v 1 w..d':' ___-_..-..__-_•__.............._.._-,..,..__. — - : r i... ,....,..... .M1 ..,. . ...anti a.,. v. • f ..�✓+ r , -,." , ._ _.. , .a. r'.. NC7iE. CU i SHEETS �CjR BALCONY Latatt i BNCx W#� �_ Ask. iUr3#vi#'i I ED WITH a,. - '�,'' "4, ;5 f jas•a, �ia x STr UCIE CO.CO SEA TU RTLE PROYECTIONN N. ... , tl ,.. .. ..,v fi .r a:,Y ,. n. + ..., � � , n � .. • ',. � , ,r. .. _. .. i :v _ :: ss.. r. n, a n ..:. ,.. ,..: 3 a ....P , r, trv,.-:A-. ,.n 0. . .u.. .. ', .e i d�n. �. , a. li. J.... , .- ,. , ♦ :...: .,i q ,. 'fr.. .., ri ., r .... a i y...s , x...,-. n,-.. S .a•k ....,Y _. 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N .. �u :. :. ,,,. �! ,, .:kt ,,. ..... ,_.::?t .re a�., ,.,. r ,:., 'a .n .'.z?. u;.. :,.ins ... e; ,.,. ,• r.>, e ' ,o-. �,a.•,a ..;= ..•�:. ,.:..::. n. #� Y.., g� .. ah s,. r.... .. i€.,., t4 �_ '. .. -:4 r a ... .. ... ,. -., 'd t` r kf"•�€£ .............�s.. . ., : n a .-a•..��5 �,: , -N.. -: .,. i= '7a �.y' a,;y -�y'; 2 SEAL u.j Q NO 0110 00 vJ N 00 N ^U\\\ - o o C Co L�./ •') C C O, N Lu U d O cc W U} wLL � U) � C N �O U ;C() R a k: s„ l n y �4 REVISIONS: 6-2}'8e Q2 7-1 -Se JOB NO.: 88013 DATE ISSUED: 6/9/88 DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: SHEET E=3 OF SHEETS A I I o 10 04. Y plt'A 5e 1Q v 3 t M�.. I 7Sdd, e ' r MOUNTING ° xX '" N CAT NO ''3iq tctp'�, „ii.PK t 1 L� n'€IF *T5 f I •r, UNIT 'IF" & "G" ELECTRICAL FLOOR A , :ST f 5 iYO 3 \ THW CU IN IN I" C. 17,19 9 E 20 20 G 22 #10 THW Cu W 3/4'C. G 13,15 OA/240v WATER HEATER VP SEAL W Q O U U N10 °' O♦� O U) 00 (/� N Q Lo � 66 C MO c J� C V/ c-4 V �OM �I W U " LuLL c a N �UCY)� v X 7 . 'i O UL u d REVISIONS: 0 co•21-ee 20'7-1-88 JOB NO.: 88013 DATE ISSUED: 6/9/88 DRAWN BY:, DESIGNED BY: CHECKED BY: APPROVED BY: SHEET E=4 OF SHEETS w Q o 10 U N 10 00 O }16 C/) D00 C!) i CV Q N Lo > o aS c m c") c Nc N 0 � ` W 0)Oc) U} LL c N �vcy') U) I 0 I I t I ' i � ' • I I ' � U f _ T �4- oa oo J N 717 4�tE vD " REVISIONS: I O O O i v V I f 0 0 o O 0 E© I o� o JOB NO.: © 88013 DATE ISSUED: 6/9/88 DRAWN BY: L DESIGNED BY: CHECKED BY: APPROVED BY: SEAL SHEET -5 TYPICAL ELECTRICAL FLOOR PLAN (LEVEL 2 15) SCALE: 1/8" = 1'-01. OF SHEETS . _ ,.-. �. .s1 �.t4. 'rc ,';. .�wi,r ti. F`.`5 � va .; r�� a• ,. ==m, - . 1 .... .i..v+'., 5� �. r .s. •£ .. ,.a ...u�!&�,x... ��sA��,rc•��u".�"'?i� a..£ �� „_,. .n�a..y...t5�`i _m_. ..�5$ xsas'!....:. ..Su.&3,-,vi•'A€��cd,,..A�'a3,.�ti�"�. n,,.$'�,'h�,:".§#,t�r..."t�.6r. E gt¢ M 5 \ HP i [Al EM-H rrP EM—H 0 F ZEm _-, --� Ik" M r a �, EM-H 13 1, A HP— 1 1 HP-9,11 HP-9 SEAL C/ J LLW— I� -0_Q CDV U N ' 10 oo O °' C/) 00 c,) ` �N Q N n C;6 0 CO c N � N O, U d' W 0) O cc U�= wJ a�C� 0 �Uc Y) C-+/—) W<11 REVISIONS. G -z 1-as AP 7— 1 — 88 JOB NO.. 88013 DATE ISSUED 6/9/88 DRAWN BY: DESIGNED BY CHECKED BY: APPROVED BY: SHEET E=6 OF SHEETS m O LL • EF{ 3 +L gg��" vn+%j`,:A'uk, .,.w..`_ .0 ..Ak9F9u^i,6 Lax F r',PnK., vR, C836 copper one No. P8 en caiile 3' No. C2 Refer t extend a parape+_ . Train t'�aiz .r�r P PICAL PARAPET AIR TERMINAL NU. Gb,51 - 2 8S x 3 GALVAN IZ " 4T `: STEEL PITCH POCKET WIT . 1AND NO. - COPPER CA t COURSE' 12ItXI � SO GALVANIZED STE .NO. C222B-1/2' x 12" BARE CABLE AS THE MAtN CONDUCTOINTEGRAL BASE FLASHING SEAL CLOSE CIRCUIT WHERE REOUIR PENETRATION PERMANENTLY COPPER POINT. REFER TO / WITH SPLICER. LAYOUT FOR LOCATION. —� —� NO. C309-1/2" CAST BRONZE ADHESIVE TYPE POINT BASE. SECURE IN PLACE WITH AN APPLICATION OF COMPATIBLE ADHESIVE COMPOUND.—/ IASNiSH&L; INSTALLATION NOTES 1 The design layo t and installation details shown hereon shall ' t meet the requir ments of underwriters' laboratories code 96A for master labeled lighting protection systems. The actual t ' master label will be delivered upon completion of LL installation.' I 2 Metal bodies of inductance located about the roof such as: metal flashing,, gravel stops, roof drains, soil pipe vents, insulation vents, louvers and door frames situated with 6' 0" of a lighti g conductor or bonded metal body shall be interconnected to the lighting conductor system. 3 No bend of a conductor shall form a final included angle of 'sl less than 900 or shall have a radius of bend of less than n P 4 Conductors shall interconnect all air terminals and shall form a two-way!,path from each air terminal horiaontally or I , downward to connections with ground terminals.:,," 5 All lighting priotection conductors shall be fastened not more . than 3' - 0" maximum spacing. i @ 6 Connections to ,round rod or counterpoise shall be made at a point not less than 1' - 0" below grade and 2' - 0" away from foundation wall I 7 Actual jobsite 'conditions may necessitate slight alterations in air terminal and ground rod locations. 8 All adhesive t ype fittings shall be set in place with an I ti application o.'hot roof pitch or A/C No. p899 adhesive compound before ioof gravel is applied. U F 9 Air terminals shall be placed on 201- 0" maximum spacing � *� around the roof perimeter or ridge and within 2' - 0" of outside edge. a4 .P 10 Connect to meta lic water supply line preferably at point of I#I entry to the stilucture. 11 Bare copper lighting protection materials shall not be installed on aluminum roof or siding or other aluminum surfaces and vice versa, aluminum lighting protection / materials shall not be installed on copper roofing or copper / w P J s siding or other ',copper surfaces. jFor sake of cla ity, we have not labeled each individual item ( I S of lighting pro ection materials on the roof plan. We have { EF- 9 shown installation details and have called out each of these details on the ioof plan only at rAndom locations. 13 The lighting pr tection system shall be installed in a neat and inconspicuous manner so that all components will blend in O ,With the appearance of the building. idroof air to urinals shall be placed on 50' - 0" maximum `\` . :4 Spacing. , "meal ends of tonduit moisture tight with duct seal or lead *j k wedgq - figl ' ' ' DTI 'All col2uit, cb duit fasteners and miscellaneous accessories hall be furnished and installed by the Electrical y{ <>` Contractor. All reinforcing structural, framing and miscellaneous steel r y` shall be made e'ectrically continuous throughout construction by welding, clitiping, bolting, or other approved methods. $ond all penthouse doors, windows, louvers and frames to the ,lighting conductor system The lighting protection system shown hereon has been prepared`, in accordance with job specifications, section 16600, pages ds i 137-139, and contract drawing sheet E-6. 3 ROOFING COMPOUND. FINISHED GRADEJ .',,'tom Vi, y-.''z '� .&tq47,,J,,.%§',£S:?4�,'..,.alr,l.. �„ .,. ���'`�"`r,��r.>.'iu°dn'��"'�,ra wxls...s Pw. .+�^„ 200 3125 /. A O I vv W; 220 COMBINATION STARTERS ELECTRICAL ROOF PLAN SCALE: 1,'8" c_ V-0n"-. NET S; 1) ALL 'DI,SCONNECTS. STAR I ERS & PANf-LS ON ROOOF TO BE -,TA€NLESS ST 2) ALL FANS & MOTORS TO BE BONDED NO. COPPER CABLE COURSE CABLE IN CONDUIT CONCEALED IN COLUMN/WALL_ EXIT THRU CEILING - (SEE THRU ROOF CABLE PENE. DETAIL.) I' PVC CONDUIT FURN. AND INSTALLED BY ELEC. CON. c \ CO COPPER COURSE CABLE BELOW GRADE TO GROUND FAD CONNECTION. �°� C k �JOWNLEAD TO GROUND CONN. e SEAL V) W Q Np U N 01 O °' 10 C Cn 00 C/)` N aS C m C N LJ N 01 U w 0)O(`) U} wJ rn � � C O � UN cy.)Fit,. 0.0110. REVISIONS: ® 7-1-Ss JOB NO. 88013 DATE ISSUED: 6/8/88 DRAWN BY DESIGNED BY: CHECKED BY: APPROVED BY SHEET E=8 OF SHEETS M a �L 0 .a S fr p r v J E Y - �r r� m LIGHTING FIXTURE SCHEDULE f TYPE DESCRIPTION s `• �g Lithonia KAS-400M-T2-190-RP12-F96XX-20 Pole Q a5 Lithonia (2) NN'� 250M-M'-12-208 Lithonia KAA 250M-RP-12-208 Lpoll - W1 d „r ..,.. Provide ommomm LAMPS FINISH MOUNTING REMARKS O TYPE WATTS 1 111'S 400 I Use 25' fiberglass pole,, 5' direct burial in gxjound 2 HPS 250 Pole Use 2 ' fiberglass pole, 5direct burial in g and 1 HPS ?.50 Pole Use 25' fiberglass pole, 5' direct burial all fixtures t direct to go or illlun"tion �v ^R � o-� � 4 � iG[F N9 •( I •'^Asa „�4i y.y , i 1 i' k " F fi 4 J Y 4 a � I 4, k 1� } i c t r je f Y I1i� x r t,Y I ! r I i a I Y 4 I4 I l i - ' 1 I •r '. I t H zy. , ,,. ie s , ,- I' f1 JI, { 4 f I I HP 1 37 I Cc s ,n(6)i CONNECT TO TIMECLOCK "TI" (INTERMATIC T1472 BR) AND CIRCUIT HP-2/o,28,30,32 D zi GEN©,TOR FIRE PUMP / (-+)3/OTHW Cu. IN 2-CONDUIT FOR POOLEWHIRLPOOL EQUIPMENT ( ) PANEL "P" 120 /20g y F,m /Rw / SN NEMA bR 30 CIRCUITS. P" `' ,VERIFY SIZE AND LOCATION OF'EGLWPMEIVT) \ CONNECT TO TIMECLOCK TO MAIN SWITCHBOARD, CIRCUIT 8,10,12 "T2" (INTERMATIC T1472 BR) LOCATED IN MAIN ELECTRICAL ROoM CIRCUIT HP-34,36 ee I d 0 0 SEAL LLJ I—\/\J� Q CDU N 10 ' I O - � �00 N 66 m o C N � Q) 01 U I w 0)O� U= wJ C O D U cy.) I W<11 T LL AV W J N REVISIONS: 0 6-21- 88 Q7-1_88 JOB NO.: 88013 DATE ISSUED: 6/9/88 DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: SHEET E=9 OF SHEETS FA RISER LEGEND SYMBOL DESCRIPTION CPU Central Processing Unit SCC Status Command Center CDT Communicating Device Transponder IZI Monitor Zam TBL ZAM Control Zam �1 Pull Station SD Smoke Detector S S Speaker/Strobe combination Phone Jack Q Tamper Switch O Flow Switch D® Duress Button 0 Remote Test Station DR AHU Shut down Relay SD Duct Detector WIRE LEGEND A: JM40772 #18 TS B: j2)#14 C:__(1)# 12 Green AHU_7 211C' F F F F F F F SD SD SD SD SD 5 SD SD D SD Sp SD D SD SD Z AHU- Z 3A, A g Q SD SD SD D SD SD SD CPU SCC CDT °B D° I R I I R I S S S S S S S S S S S S S Z Z Z c� CTRL. ZAM FOR AHU SHUT DOWN Q"C -. S S S S S S S S AHU-3/ HU-4 A,B,C 1ST FLOOR A,B 4. . A . RE IT RISC ELEVATOR ON ROOF NORTH STAIR SOUTH STAIR A,B,C A,B,C SEAL W Q CD-0 U N10 �00 00 U) N Q N Li 66mo T QC001. w Iq 0)O� U�= wJ �N�� C�� �O ^ } U�� J REVISIONS: A7'I.88 JOB NO.: 88013 DATE ISSUED: 6/9/88 DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: SHEET E=14 OF SHEETS ,L-lEL -I--, ' I� ••j 4 ��■ ��Q�'j% �04 FIRE 5PRINKLER RISER FS 2 FIN. GRADE JOINT x. EXTERIOR - TYPE 2 EXT TYPE " PAVEMENT AREAS "' GRASS AREAS a 3 I„ . .r u I _ I I I PIO PI PIO PI 5 Z" WATER TO SO. HALF OF BLDG.-) PS P2 n i0 1 P6 ���OO III I I'M SUMP PUMP <G� �Y I I I I I I FIRE SPR I N .RI5ER INCOMING F12E SPkziNKLEp- LI"a - SEE F'.5. DETAIL :— I ��� o�.Pt- slarn�sE.. cans LACAT'Ep. 4& F21JM B I 2 c>Q.Alt-1 F20M SVMP PUMPS 7z-) 5702.M SEWE_{� - vl=2tFv EXACT LO Cta-RON W / Cm L- SITE PL1�.N . H 6. Tco \ XY_ / 2 \ Sj v FACE: OF WALL 4" INCOMING POTABLE �-4- VALVE IN :pl CONNECT INTO gQ,00� 1017"' EXISTING V' SANITARY IBow SEWER LINE - (BY OTI-IERS) ��; VERIFY EXACT LOCATION 26 W/ CIVIL SITE PLAN. 2" CONDErJSAT� 1--ToNq STORM SEw E.2 I �,a 1 U) LL.I F— _Q o -0 U N10 O °' 16 �00 N Q N o 66 > O C m � Ne Q c qq 0, w �O� U�= Lu aN�� �UN MN REVISIONS: JOB NO.: 88013 DATE ISSUED: 6/9/88 DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: SHEET P-1 OF SHEETS LL 9 Fi2E SPRIFI E2 s R m �L 0