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Tiara Towers (Bldg. 3) 47138
jTcHp= ISLAND PRi ,. L;;T'I' 61 TC-- ) «j - D 9 q: A review of your subm italST. LUCIE COUNTY PENT APPLICATION MR will be made for comphai}ce �-jj�kws: 0t=--/70W enm�'7� with I LUCIE EC 87 U3 p�j(pff<jp, (CODE SEWAGE PERMIT NO. —\ APPLICATION FOR PERMIT TOCONSTRUCT71AhA Tpt`1��5 �tOeTsi•1 Go1.1TJo�\ r�itJn\ I JOB LOCATION/ADDRESS: Ad-)AC-L-VAT To 1- I" v. =F TFIL Sn,Jpz, LEGO DESCRIPTION "of-)Tj 6r:&e_s.1 S/0 - LJ N I T I A SlD OF TIJ AT .T o1= t for TW 126o FT er- &c\/j LoT ,2_ E;&ST nP "fLn�itic Pxu PaL�lD ICJ FF-ACI SaG AS ?�EGoR�Df:DDij P-ta. sec50, vv n ROAD IMPACT: DISTRICT ZONE FEE 1- AIRED S/D 1JoF- TI-I 6L-,&r_0 S/t7 I MAP # FLOOD ZONE 1 ELEV PR 8888 LOT 2- BLOCK UNIT ( SEC TWP 3` Date I1J G PROPERTY TAX ID # I 2-S - Coo I - O00 - 0OO (p _ ZONE 't GMPP Z> N� R•`1 - �) ePl - ':71 `I ` IO ZY9 EST COST -' -9yct LOT SIZE/DIMENSIONS �i7-r.--- q -7 SET BACKS: FRONT G,G,S, REAR 21 t SIDE !� t 5' S DE _7 -37, - SQ FT BUILDING: LIVING AREA I (1s �G 45 �_ACCESSORY 15.15b ��'L�iP�'� �w ^tT• ?�LDG,� ARCHITECT: NAME AG?_)\I1� &L—LeTT PHONE ADDRESS 1111 Oar-nlDO Ity, CITY 1'T 5�[J 'JGILZ ST ��_ ZIP '> 52 CONTRA TOR: STATE REG/CERT # GCMG O I E2 R'7- COUNTY CERT # 1 g�' T NAME 751 r- 1 II. P LJe2lb I L5 1" ADDRESS '314-d� Ma�o' �i 1 lJ CITY F� �tE f`a�� STATE tL ZIP — 'A -I PHONE !�I- o OWNER OF NAME V1e:\\/ Di --VI Lz,F&I-,IT PROPERTY: ADDRESS '1.1 O I �0 A" I b PHONE CITY FT- PI6haL STATE F-L. ZIP STATE OF FLORIDA, COUNTY OF ST. LUCIE Before me, the undersigned authority, personally appeared �I-I�MAS �ll=��J� who upon being duly sworn, .ieposes and says that the information contained i the foregoing application is true and correct. c� Appliclant Sworn to and subscribed before me this day of�, 19 -If SCHOOL IMPACT FEES Required ❑ Yes ❑ No Notary Public, State of Florida at Large Amt. Pd My Commission expires: Date Pd Posted HUTCH{NS�JPJ i tLAND PROPERTY A r0ow of � mi S IhmiitalST. 'LUCK C NTY P IT APPLICATION will be_Inade fcr compliance r �eUS o with Sl. LUCIL QCIUNTY S� T�� �#`/ 1 P�yjlE b.lr'o. Ee 87-03 Z (CODE # ) SEWAGE PERMIT NO. #/e t-� H/'✓:"'iee' J APPLICATION FOR PERMIT JOB LOCATION/ADDRESS: UGIAL DESCRIPTION ROAD IMPA DISTRICT Z E _ MA LOT BLOCK UNIT ✓S PROPERTY TAX ID # { FI Z O O (L% `.-2z —000, —me ET BACKS: BA+�l�/ FRONT FRONT RE VR ,iET SQ FT BUILDING: LIVING REA ARCHITE: NAME ADDRESS { 14170 CONTRA( R: STATE =W/CERT G G O NAME T�1dG Dv`J >� } CITY F • I E G OWMER P)tC)PE TNAME D DG Ya ADDRESS 2 CITY 6:G B being du 25 -mil l•`iI•`i Si✓ E� SI ACC SOI — CITY )RIDA, COUNTY OF ST. LUCIE me, the undersigned authority, personally appeared ✓orn, deposes and says that the information contained rn r ��a�!s�ii�i�� •ti. Sri , � ee 17 GMPP �7 a 2 EST COST y 75:�' I 2r2 tMAit� • n �.v C'I.J. i 11[✓Y c��C y t PHONE 601 1 " el ATE L— ZIP � i oM 5 Ff)E� W o 0A� e foregoing application is true an correct / me this day of SCHOOL IMPACT FEES 16' Required ❑ Yes ❑ No ° c, State of Florida at Large Amt. Pd ion expires: Date Pd Posted- August 18, St. 'Lucie c 00 vir ?-3 ii 9 Fort Pierce Attn: Bui. Dear Mr. K. on April 7 for the T on North H assigned b owner of ocean Vi- applicatio qualifier As of thi _placed_, '77% I. 'applicati( executed architect for use o If addit e co `.nc -Gly L988 )unty Building Department La Avenue , Florida 34950 Code Administrator termann: 1988 building permit applications were submitted ra North and Tiara South ocean -front condominiums chinson Island. The permit application numbers St. Lucie County were 88-0946 and P1188-0947. The e property on those permit applications was Sands Development. The Contractor making both was Tracy Industries, Inc., CGC 015802 with the omas Freese. date, Tracy Industries and Mr. Freese are being s -,the General contractor and the .nerar-- General,. still be "Seppala &,:Aho, CG CA16723 with qualifier," Aho.� "Attached are copies of the original permit'" s with the qualifier name being substituted, end notarized. Also attached is a letter from the giving his approval to the new General Contractor the architectural plans. Robert` tie on information is required of make this change, me. 033201 North A-1-A, Ft. Pierce, Florida 34949, (407) 461-4946 Y MARVIN L. GELATT AACNITECT • PLANNER • CONSULTANT! August 21, 1988 St. Lucie Co. Building Dept. Ft. Pierce, Florida D ar Sirs, TAis is notification of consent for Seppala & Aho, Inc. to replace Tracy Industries, Inc. as General Contractor of the Tiara North and Tiara South projects and has the right to use the sealed architectural plans. ncerely, r fr r rvin L. Gelatt S orn end subscribed before me this JAn . EVo LaLy ruuLku(3'••� ��••� ��.4'"ro. 1jT COffiII SSlOA �i71r M„ r_._. � :�nnErelrM111m will bC.11MIlia, Jig cumynaliel with Sl.CIE COUNY das.un nu EC 8/-03 JOB LEG, A ROAD s/D LOT DDn PF PROPE i Y:- i , STATE i being r A 5T. LUCIEt COUNTY PEW APP d FOR PERMIT ADDRESS: � // (CODE # ) SEWAGE PERMIT NO. U� I.-D G-- u CT: DISTRICT FEE S �OISI FLO ZONE �� ' tLEV'��/ P,Tt4 6�A�1 l �y I M, AP ! ,I I p _ BLOCK UNIT `dld/I 1— TWP 3`T s RGE `1 AX ID # 1 co 000 - C700 tp _ o—o�I/oa-000 1 G/ r q4O 0 2,2 t -0 ,5 00— Y' a re ZONE t4 1 iRGMPP Roc ocy0 MENSIONS Z EST COST FRONT — - REAR SIDE (5# 5' SIDE t--—\ 0'9166J 5 ACCESSORY �J,15�J (Zr2 AA1 • 5U; ./ ✓ )ING: LIV NG AREA �6� &45 T jY15ipe- c) o NAME nee I f� vF--L LTT PHONE35' Z5�4 ADDRESS 17,11 laonlDy PlD• CITY PT• ST• Loz-1 ST p /ZIP )R: STATE 1W./CERT # GCMG. O 1 SQJOZ COUNTY CERT O v. G. �NAME TR1AG D S 6 ADDRESS' I 'y �I CITY F G� STATE FL ;1 ZIP L PHONE �1" �� NAME e IDS ao�a�l v%evy D�vf.L,,;7 �1r"'—�-_ ADDRESS 2�� I �O I-& PHONE CITY Fl- PI 6P"1GE-- STATE F'L- ZIP ?7A`I 21DA, COUNTY OF ST. LUCIE me, the undersigned authority, personally appeared TiioMAS ���5� who upon orn, deposes and says that the information contained i he foregoing application is true and correct. S VI/nklk v S 7 p1 ant '�'6) >rn re me this day of I9—• SCHOOL IMPACT FEES Required ❑ Yes ❑ No . y 'ary Public, State of Florida at Large Amt. Pd Commission expires:. Date Pd Posted r STATE OF FLORIDA I)rporimrnl of rof"ototul Vr d�lion CONSTRUCTION INDUSTRY rICENSINGP BOARD �05/20167 CG CA16723 07965 THECERTIFIED GENERAL CONTRACTOR NAMEDBELOW IS CERTIFIED UNDER THE PROVISIONS OF CHAPTER 489 FOR THE YEAR EXPIRING JUNE 3Gi 1989 M0, EDYARD I SOPALA Y AHO CF FLORIDA 1RC 11, E COAST AVE HY>OLUXG FL 33462 STATE OF FLORIDA Etpartmrnl of FrofnriolM, CONSTRUCTION INDUSTRY LICENSING BOARD AHO. EDYARD I • SEPPALA 8 AHO OF FLORIDA INC CERTIFIED GENERAL CONTRACTOR HAS PAID THE FEE IiCQOIItED III CIIAPTER 489 FOR T YEAR E.XPINING JUf - 00, 1989 LfyPh 7OLUl1 N(AD IMpORIAN1"11110 '��/y IN/ORMATION pM N >� wu�r uJARD CONSTRUCTION � POST OFFICE 83X 2 LICENSINu JACK;ONV �/"iI'< � ILLC♦ FL J2ZG1 L AMOUNT co. DISPLAY IN A CONSPICUOUS f'IACE LU C A 167�3 u. 07965 r"s I - 2901 NORTH AIA PHONE: 465-3562 FORT PIERCE, FLORIDA 33449 April 11, 1988 Evergreen Property Development, Inc. 3201 North A-1-A Fort Pierce, Florida 33449 Attention: Robert Nelson Re: Tower iiof Tiara `0 F TtiE 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 Evergreen Property Development, Inc. April 11, 1988 Page Two 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 comients concerning the above, please do not hesitate to contact me. Very truly yours, A � - AU-/ Ivan S. Novick General Manager SANDS BY TUB OCEAN TIARA TOWERS (NORTH S SOUTH) THE. FOLLOWING REQUIREMENTS NEED TO ADDRESSED BEFORE WE CAN RELEASE THE PERMITS FROM THE BUILDING DEPT. I. THRESHOLD AFFIDAVIT SIGNED AND SEALED FOR EACH BUILDING. 2. BEFORE ISSUANCE AFFIDAVIT SIGNED AND SEALED FOR EACH BUILDING. 3. PERMIT FROM DER FOR THE WATER S SEWER. 4. PAVING AND DRAINAGE APPROVAL. i i I ST LUCIE COUNTY -ROAD IMPACT FEE CALCULATION FORM er _ Name of FeepaY � J Address _o��_ O_�_-_/-_�_ Date _ Old _ _ Pare it # Road Benefit a WeWvone 4 The impact fee calculated herein has been determined based on the fee schedule adopted in St. Lucie County Ordinance 95-10, effective February 1, 1906. LIMPACT FEE CALCULATIONS LAND USE TYPE ......................... $ UNITS .... �1'-P.......... 0 SQ FT (1000)........... 0 PARKING SPACES ........ 4 STUDENTS ............. FEE PER TOTAL UNIT v IMPACT FEE �l': O:�(X) ��... a S...OJ.d.: ^ INTER -OFFICE MEMORANDUM TO: Zoning Administ ator FROM: Environmental Principal Planner 06-19 DATE: July 20, 1988 SUBJECT: Review of the Sea Turtle Protection Plan (STPP) Tiara Towers North and South io North Hutchinson Island, St. Lucie County ST. LUCIE COUNTY PERMIT Application No.: STPP Application No.: Application For: Development: Contractor: Owner: ICATION: PR-88-0946 (North) and PR-88-0947 (South) STPP-88-03 Condominium Building #3 (North) Building #2 (South) Tiara Towers Tracy Industries, Inc. 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 applicant should have a copy of these 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 sihould 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 Adm�istrator Building Code Administrator 7Environmental Principal Planner Tracy Industries, Inc,., 3201 North AlA, Ft. Pierce, FL 34934 File: Sea Turtle Protection Plans File: Tiara (site plan file) TO: FROM: DATE: SUBJECT: INTER -OFFICE MEMORANDUM Zoning Administrator Q'! Environmental Principal PlannerBI 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 PERMIT yApplication No.: PR-88-0946 (North) and PR-88-0947 (South) Application For: Condominium Building #3 (North) Building #2 (South) Development: Tiara Towers Co tractor: 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). i CONCLUSION: Th building permits shall not be issued until a STPP has been su mitted to and approved by the Planning Division. By copy of thisit memorandum, I am informing the applicant of the need for an apprved STPP. The applicant should contact me regarding this matter (407) 466-1100, extension 316. Pl( attach approva regardii CJB/cjb Attachmi ase continue to process the attached building plans and :his memo to the permit file. I will inform you upon . of a STPP. If you have any questions or comments g any of the above, please see me. t cc: Community Development Director PliLnning Administrator Building Code Administrator File: S.T.P.P. Fi e: Tiara Towers Site Plan Mr Bob Nelson (3201 No. A1A, Ft Pierce, FL 34949) INTER -OFFICE MEMORANDUM TO: Zoning Administrator FROM: Environmental Principal Planner C� 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 7May 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. I£ 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 CHECK LIST I PRO 88-0946 Project Name: SANDS BY THE OCEAN TIARA TOWERS (NORTH) Architect: MARVIN GELATT Ph: 335-2594 Contractor: TRACY INDUSTRIES INC. Ph: 461-4846 Owner: SANDS OCEAN VIEW DEVELOPMENT Ph:461-4951 Address: NORTH AlA Occupancy Classification: RESIDENTIAL Type of Construction: L Height and Area: Occupancy Requirements per Chapter IV: "/I a rt 7' Construction Requirements: A. Fire Protection: J%!r B. Egress Requirements: Other Requirements: e yes Elevators �e 5 Sprinklers & Standpipes T n O�f Combustible Materials - Interior N41 4e1OP76NY(ib/P FtA47 !il' Roof Coverings 4' Light - Ventilation - Sanitation G9l(' Handicap Requirements Plana sent to Fire Dept. - Date: 2 ' Approved: Plot Plan Check Water (WATER & SEWER FROM DER) Sewer NEED PERMIT FROM DER Energy Code IV� Paving & Drainage approval by Engineering Dept. /v/4- Special Conditions prior to issuance Threshold Affidavit/Before Issuance Affidavit L;ii PL'A'J n r k b V KI 10 L L raw- -. Tyvroff use pa5 JefineJ oy _fining Ordinan:e %. a. ) ParKing: _ - _ Rtt1jo a --_urn iT NumoerrRequired_3 Number Provioe0I q 7 Handicapped Required Handicapped Provided / LL Inei(ndIGr~!Ca D`fstreet Loading Area? Y:_ u: o. ) Landscape: Approval �° � i �,N•h�� e Ner1 Disapproval w bsca�ir����ti l�yorc p r Cad JSSJ r� c.) Signs: Inaicatea 4 b l Not Inaicatea L/ Note: Separate Permit Required a.) Setbacks: Approval_ 11Z Disapproval Base duiloing line Compliance Y: N: Builaing Spacing Formula Usea Y:_, N: e.) Driveway Compiiance - Refer'Orainence 87-0 Approval Disapproval Note: Driveway Permit Requirea n.) Comments: �t �yb� /,0VkA 4�c�15'n --- -' _ t t �r S�e un�c�rr ci�2—� iAL Date In: ci Date Out: Reviewer: � M Y J J 1 I 44 BUILDING PLAN CHECK LUCIE COUNTY- FORT PIERCE FIRE PREVENTION BUREAU y FORT PIERCE, FLORIDA TELEPHONE 465-6655 County PLAN NUMBER #1678 - 7-11-88 DATE RECEIVED CONTRACTOR: Tracy Industries Inc. PHONE NUMBER: 461-4846 Marvin Gelett ARCHITECT:__.__ -- PHONE NUMBER:__..__ - TIARA TOWERS NORTH (Sands Ocean View) OWNER: -- LOCATION:— 3150 NorthA1A ResidentialO I `sprinkled TYPE OF OCCUPANCY: .TYPE OF CONSTRUCTION: SIZE OF BUILDING: 181,661 sq. ° ft. NUMBER OF FLOORS: 18 REQUIREMENTS: 1. Fire pump shall deliver 1000 qPM at the rooftop and maintain 65 PSI residual pressure at the same time. 2.NFPA.#13,4-1.1.1 requires .that theFirePumpRoom be fully sprinkled even if the pump is in a separate building. 3. Plans accepted according to changes.,' CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS REVIEWED BY: `� /%� � l.3.SIGNATURE DATE C1MC& LIST PR$ 88-0946 Project Name:SANDS BY THE OCEAN TIARA TOWERS (NORTH) .rchitect: MARVIN GELATT P6: 335-2594 Contractor: TRACY INDUSTRIES INC. Ph: 461-4846 Omer: SANDS OCEAN VIEW DEVELOPMENT Ph: 461-4951 Address: NORTH AIA Occupancy Classification: RESIDENTIAL Type of Construction: ZA > / Sei$6t and Area: :t �% 4a( -- occupancy Requirements per Chapter IV: Z C !7i7 27� Construction Requirements: A. Fire Protection: -2il/' .S/a, s y�r Cbal9' b�: hn 5 B. Bgress Requirements: C% other Requirements: �d �§ Elevators ® —i(,®� Sprinklers & Standpipes > / e � Combustible Materials �- Interior �"'h�°�®�����®P s Cif Roof Coverings L^ '' Light - Ventilation - Sanitation y !3 ( handicap Requirements 1,p Plans sent to Fire Dept. - Date: LAL-2 Plot Plan Check Water (WATER & SEWER FROM DF.R) Sever NEED PERMIT FROM DER - Energy Code /y�Q Paving & Drainage approval 0y Zagineering Dept.- ^�!4- Special Conditions prior to issuance Threshold Affiidavitlgefore Issuance Affidavit ti -r tali ziert of T.:+tr suori,.r,�IST, LUCIE COUNTY p IT APPLICATION be,reade fcr cornplizir.e°" F�+r': Welt ! / rith Sl. LUCIE COUPI IY ff0 EC 87-03 ( CODE $ ) SEWAGE PERMIT NO. T+APiA _`� Aifddi�,j,�A _Go�slT7oti\��tJ/o\ PUCATION FOR PERMIT TO CQOT CT / 9 5� i "�- s� � 73 B Lt3Cf ,ON/ADDRESS: /:-� o -tt( AT (V-97s-e-4 GAL DES';RiPtION /- r y rc i�ZONE - --E— FEE ' h� G O •� DAD IMPACT: DISTRICT / J ✓/ t v/ ,D_ t�oF,Tt� 27f AGfa s�[7 I ✓ P✓✓�#O��f FLOO ZONE! CLCIV----� `j� TWP 3`7 S RGE ;T BLOCK UNIT Co I — 000— IOPERTY TAX ID $k__-�---- / �I ♦ 15--230-oCUt-GGo �GMPP C' /✓. ZONE \ ^I tt • — S �0�, c�p�r ✓ ry — d Z EST COST�T , CT SIZE/DIMENSIONS Z t a Y 'G+' 7GSL/t� t+� SIDE T BACKS: FRONT REAR SIDE L FT BUILDING: LIVING AREA I Goy ACCESSORY �w �+ tp� Lpnuo� l��fl{��1�! v�Le1I PHONE ���'2��4' RCHITECT: NAME ADDRESS II41awyO PiD• CITY �T 5__T-. LULIEST ZIP I �L C) OR: STATE RBJCERT # GAG P COUNTY CERT NAME ?�D---c-y--�ADDRESS �'TRs1F-J �j CITY FT STATE F:�% ZIP PHONE /OI ` G A lii ®G�ntl V1L \�/ p�VEly \ r e bWNER OF � NAME -2 PROPERTY: 2q ADDRESS PHONE `; I — CITY F-T- STATE �� ZIP 3, — iTATE OF FLORIDA, COUNTY OF ST. LUCIE personally a ZareTF+'MA'5 ���5E -• who upon Before me, the undersigned authority, pe Y PP being duly sworn, deposes and says that the information contained iinn:the foregoing application is true and correct. ? " pli ant � Sworn to and subscribed before me this day of 19C SCHOOL IMPACT FEES C / i Required ❑ Yes ❑ No Notary Public, State of Florida at Large Amt. Pd My Commission expires: Date Pd Posted _. Wojcieszak & Associates, Inc. July 1, 1988 St. Lucie County Building Department 2300 Virginia Ave. Room 201 Ft.'Pierce, FL 33450 Attn: Ray Kessler Re: Electrical/Mechanical Requirements Tiara (305) 286-8696 Consulting Engineers Following changes have been made after reviewing by the St. Lucie County Fire Department: 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 emergencyconduits 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 c t Zl . ® B_ _'26� I1 FORM 900-B-86 REVISED: 1/87 PROJECT NAME Tia AND ADDRESS: AlA OWNER: FLORIDA ENERGt EtFYCIENCY CODE FOR BUILDINCONSTRUCTION SECTION 9 — RESIDEIN At. POINT SYSTEM METHOD CLIMATE ZONES DEPARTMENT OF COMMUNITY AFFAIRS CENTRAL 4 5 6 t G BUILDER:.."`. }JRMITTING - CLIMATE 4 5 ❑ 6 D RICE: St. Lucie County ZONE: PERMIT � JURISDICTION 6 6 0 -0 0 NO.: NO.: NEW CONSTRUCTION ® ADDITION ❑ IF MULTIFAMILY NUMBER OF UNITS COVERED BY THIS SUBMITTAL CONDITIONED FLOOR AREA 2 8 S0. fT. GLASS AREA AND TYPE. CLEAR TINT,FILM,SOLAR SCREEN EAVE OVERHANG LENGTH m•� FT SINGLE- PANE SO FT SINGLE- PANE 3 5 2 SD. FT MULTIFAMILY ATTACHED ❑X SINGLE-FAMILY DETACHED ❑ CHECK IF THIS SUBMITTAL REPRESENTso CONDITIONS A WORST CASE PORCH LEENGTH�ERHANG T I FT D PANEE FOT D OUBLPANEF. � FT NET WALL AREA AND INSULATION MASONRY p = FRAME'. R = R = LOG R = 6 4 0 F0. H IO FO m �S�FT'EE�L�S�TUD��� L_JlJ_I FO0 � = F0. EI CEILING AREA AND INSULATION FLOOR TYPE AND INSULATION UNDER ATTIC R = SOL ASSEMBLY R SLAB PER]]METER R = RAISED: WDOCO40 R = � FT m = FO. m 8 O FT. = FQ �II DUCTS COOLING SYSTEM '., HEATING SYSTEM HVAC CREDITS HOT WATER SYSTEM HOT WATER CREDITS IN UNCONDITIONED SPACE Rr= I' I. 2 ! IN CONDITIONED SPACE R = © CENTRAL El Room ❑ FACKAGE TERMINAL AIR CONDITIONER ❑ NONE SEER/EER = ,LJ � ❑ ELECTRIC STRIP Q HEAT. PUMP ❑ NATQ AL GAS ❑ ROO UNIT OR ❑ FUELS THER PACK GE TERMINAL ❑ '. �HEATIUMP NONE . 8 0 COPIdgUE _ a, ❑ CEILING FANS ❑ CROSS VENTILATION ❑ WHOLE HOUSE FAN ❑ ATTIC RADIANT BARRIER ❑ MULTIZONE ❑ ELECTRIC ❑ NATURAL GAS ❑OTHER FUELS El NONE EF 8 8. ❑ SOLAR ❑ HEAT RECOVERY ❑ DEDICATED HEAT PUMP SFIEF NUMBER BEDROOMOSF _ 3 INFILTRATION PRACTICE USED ❑ d'j © #2 El #3 3 7 1 5 1 — I 14 �. 1 8 6 5 x 100 = 8 8 7 �. TOTAL AS -BUILT POINTS TOTAL BASE POINTS CALCULATED E.P.I. CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100POINTS. In a0ordance with Section 553.907 F.S.; I hereby certify that the plans Review and Specifications covered by this Iculation are in compliance with the compliance Florida Energy Code. /// / buading OWNER/AGE '_{ BUILDING DATE: 4- —88 DATE: of the plans and specifications covered by this calculation indicates with the Florida Energy Code. Before construction is completed, this will be inspected for compliance in accordance with Section 553.908 F.S. OFFICIAL: Tiara "G" FLORIDA ENERGY EFFICIENCY CODE ' FOR BUILDING CONSTRUCTION Section 9 Compliance Program --Residential Point System Method Version 1.05 March, 1987 " Department of Community Affairs Printout Submitted in lieu of Form 90OA-86 ------------------------------------------------------ PROJECT NAME: PERMITTING OFFICE: Tiara Unit G St. Lucie Co. AND ADDRESS: AIA Hutchinson Island 1 CLIMATE ZONE: 4 5 (6) -------------- BUILDER: OWNER: COMPONENT ,WINDOWS Single Tint 'WALLS 1. Ext NormWtBlock Int CEILINGS •FLOORS --------------- ; 1 PERMIT NO.: -------------- 1 JURISDICTION NO.: 661000 ----------__ ------ I VALUE Total Area: 352.0 Area: 640.0 R-Value: 4.0 1, Slab--on-Grade Perim: 80.0 R-Value: 0.0 DUCTS Uncond. Space Length: ALL R-Value: 4.2 'COOLING 1. Central A.C. SEER: 8.50 HEATING 1. Heat Pumo COP: 2.80 ,HOT WATER Bedrooms: `I,1. Electric EF: 0.98 INFILTRATION Practice: 2 Conditioned Floor Area: 2078.0 BUILDING OFFICIAL CHECKLIST --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- AS BUILT POINTS t BASE POINTS # 100 = 37151.8 41865.8 GLASS TO FLOOR AREA RATIO 0.1694 EPI 88.7 PRESCRiPT °E McASURES !bust be met or exceeded by all residencesy �* REQUIREMENTS `UMPONENTS _ SECTION _____Maximum of 0.5 CFM per linear foot of opera e 904.1 iINDOWi< .- � k..------------ sash crack. ---------- -; ______----------- ------ Maximum of 0.5 CFM per sq. ft. of door area* EXTERIOR & 904'1 Includes sliding glass doors, solid core, ADJACENT DOORS wood panel, insulated, or glass doors only. --�----------- --------------------------------- To be caulked. g as4:eted. weatherstripped or � JOINTS L< 904.1 otherwise sealed. CRACKS CRAGt:S ------------ label indicating compliance wlASHRAE !WATER HEATERS 904.2 Must bear standard 90 or comply with efficiency and standby loss requirements. Switch or clearly marked circuit breaker (electric). or cut-off An external or built (gas) must be provided. in heat trap must be provided. ------------ -----------------------------------ex heated pools meet have covers (except , FOOLS SWIMMING 904. Spas and -commercial pools heated). Non t have u SPAS solar timer. Gas spa & pool heaters must have a pump minimum thermal efficiency of 75%---_------ _______.-------------- ------------------------------------------ for recirculating HOT WATER 904.4 Insulation n sucreqh cases,ed In such case/ piping heat loss shall 'PIPES systems. r _________ _____ be limited to 17.5 STU/Fit Linear Ft. of Ripe' - _ ------------ ----------------------------------- Water flow must be restricted to no more an SHOWER HEADS 904.5 gallons per minute at 20 to 60 PSIG. ___ ------------------------------------------ ------ Constructed in accordance with industry in T HVAC DUCT 4��,.2 & local mechanical codes. Ducts CONSTRU TION 904.E standards Unconditioned space must be insulated to minimum R-4.2 & joints must be sealed. ---• - I -------------- ------------ --------------- -- Separate readily accessible manual or automatic HVAC CO TROLS 904.7 thermostat for each system. ----------------- ------------------------------ CEILING INSUL. ICE #1 PRACTICE #2 904.9 Minimum R-19. INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** Exterior Walls & Floors REQUIREMENTS Comply -with Infiltration PrescriptivesP above table, ---- •---------•-------------------- --rrg. Comply with Practice #1 and the follOWinStion ---------------------------------------Tf pint Top plate penetrations sealed. Infiltrat barrier installed. Sole plate/floor joir caulked or sealed. Exterior Walls & Ceilings Penetrations, joints and cracks on inter�or surface caul kart_ tiaal aH_ and nae4::eted Fireplaces Exhaust Fans Combustion Appliances Iluc'twork in unconalLlonea spate must bee Equipped with outside combustion air, doors, and flue dampers. Equipped with dampers. Combustion devices see 903.2 (f). Provided with outside combustion air. ------------------------------------- In Accordance with Sec. 553.907 F.S., I Hereby certify that the plans and specifications covered by this calcu- lation are in compliance with the _ Florida Energy Code. OWNER/AGENT: _�"� /�z // DATE: 4-6-88 --------------------------------- 1 Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance in accordance with Section 553.908 F.S. BUILDING OFFICIAL: DATE: SUMMER CALCULATIONS BASE __= 1 =_= AS -BUILT GLASS- ---------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS -------------------------------------------------------------------------------- E 352.0 l o2.0 35904.0 SGL TINT E 352.0 107.1 0.68 25772.5' ------------------------------------------------------------------------------- .15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS 1 GLASS AREA AREA FACTOR POINTS POINTS 1 POINTS ------------------------------------------------------------------------------- .15 2078.0 352.0 0.686 35904.0 31793.4 I 25772.5 -------------------- AREA BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS----------- 1 Ext 640.0 1.00 640.0 1 Ext NormWtBlock Int 4.0 640.0 1.20 768.0 DOORS ----------- Ext 21.0 9.90 207.9 1 Ext Wood 21.0 9.10 191.1 CEILINGS---------- 1 FLOORS---------- ' S1G 80.0 -31.80 -2544.0 1 Slab -on -Grade 0.0 80.0 -31.90 -2552.0 INFILTRATION--------- 1 2078.0 10.90 22650.2 1 Practice #2 2078.0 10.90 22650.2 TOTAL SUMMER POINTS - 1 - 52747.5 1 46829.8 TITAL x SYSTEM = COOLING , TOTAL DUCT DOLING OINTS SIM PTS MULT POINTS 1 COMPON ;< SYSTEM ;; CREDIT = COS----- ----------------------------- MULT MUTT MULT P07286.7 5.747.5 0.43 ---- --------- --------------------- ---2681.4---468_9_-_---1.140 0.40t) 0.950 20E WINTER CALCULATIONS === BASE ___ __= AS -BUILT GLASS --=----------------- ----- ORIEN AREA x BWPM = POINTS 1 TYPE SC ORIEN AREA x WPM x WOF = POINTS --------------------------------------------------- -^ _ -----A---------------- E 352.0 T5.6-1971.2 1 SGL TINT E 52.0 0 0.76 5 34.4 l I , i _ ------------------------------------------------- .15 x COND. F ;0R / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS 1 GLASS AREA AREA FACTOR POINTS POINTS POINTS --------------------^_^-17- ------------------ ----------- - .15 2078.i 352.0 0.886-1971.2 5= 1 534.4 AREA BWPM = POINTS 1 TYPE R-VALUE AREA :< WPM = POINTS WALLS------------ Ext 640.01.10 -04.0 1 Ext NormWtBlock. Int 4.0 640.0 3.35 2144.0 DOORS- -- Ext 210; 10.50 22o .5 1 Ext Wood 21.0 9.50 199.5 CEILINGS --- t------ FLOORS --i- -- 1 S1b 80.0 -1.90 -152.0 1 Slab -on -Grade C>.0 80.0 2.50 200.0 , INFILTRATION- ------- 1 2078.01 4.10 85i9.8 1 Practice #2 2078.0 4.10 8519.8 TOTAL WINTER POINTS 7546.8 1 11597.7 TOTAL x SYSTEM = HEATING 1 TOTAL x CAP x DUCT x SYSTEM x CREDIT HEATING WIN PTS MU T POINTS 1 COMPON RATIO MULT MULT MULT POOTS '-__L--------- ----------------------------------------------------- __ ____�84,1 7546.8 1. 860.3.3I 11597.7 1.000 1.140 0.485 0198Q b�==_ ___________ WATER HEATING BASE __= I = = AS -BUILT NUM OF r. MULT = TOTAL DESCRIPTION EF CAP x MULT x CREDIT e TOTAL jBEDRMS I RATIO MULT 527.0 10581.0 1 Electric I 0.88 1.o0c) 3527.0 1.oO iv581.0 SUMMARY BASE __- 1 __= AS -BUILT ,COOLING HEATING HOT WATER TOTAL I COOLING HEATING HOT WATER 'TOTAL POINTS + POINTS + POINTS = POINTS ' POINTS + POINTS + POINTS = POINTS 2681.4 j 8603.3 10581.0 41865.8 ' 202B6 7 6284.1 10581.0 37151.8 EPI = 88.7 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 900-B-86 SECTION 9 — RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZONES REVISED: 1/87 DEPARTMENT OF COMMUNITY AFFAIRS CENTRAL 4 5 6 is, Units A & E BUILDER: PROJECT NAMET]AlA AND ADDRESS: Hut ChinSOn Island PERMITTING CLIMATE ❑ ❑ ❑ 4 5 6 OFFICE: St. Lucie Count ZONE: OWNER: PERMIT [IjJURISDICTION NO.: NO.: 6 6 l 0 0 NEW CONSTRUCTION IF © UNITS ADDITION ❑ THIS MULTIFAMILY, NUMBER OF COVERED BY SUBMITTAL: CONDITIONED FLOOR AREA 1 8 2 0 so,GLASS FT AREA AND TYPE CLEAR TINT.FILM,SOLAR SCREEN EAVE OVERHANG LENGTH �.'�� FT SINGLE- PANE �7_7n SO. FT SINGLE- PANE 5 2 6 SO. FT MULTIFAMILY ATTACHED © CHECK REPRESENTS SINGLE-FAMILY DETACHED ❑ CONDITION' IF THIS SUBMITTAL A.WORST CASE ® PORCH OVERHANG U LENGTH � I LJ FT DOUBLE- PANE SO FTT DOUBLE- PANE-� so FTT. NET WALL AREA AND INSULATION MASONRY R= FRAME R = STEEL STUD R = LOG R_ 5 5 8 FTT m.� FTT =FO... m RFD m CEILING AREA AND INSULATION FLOOR TYPE AND INSULATION UNDER ATTIC R = SGL SEMBLY R = SLAB PERIMETER R = RAISED: WE) DCON❑ R = 1 8 2 0 FOT. 1 9 FO m =FT m =FD. TJ m DUCTS COOLING SYSTEM HEATING SYSTEM HVAC CREDITS HOT WATER SYSTEM HOT WATER CREDITS IN UNCONDITIONED - SPACE -R =, �I- F21 IN CONDITIONED SPACE R = �.. rX7 CENTRAL El Room ❑ PACKAGE TERMINAL AIR CONDITIONER NONE SEERIEER = 1 0 ,[01 ELECTRIC ❑ ❑I C STRIP ® HEAT ATURAL GAS PUMP iOOM UNIT OR El OTHES ACKAGE TERMINAL EAT PUMP ❑ NONE PMFUE _ a,. 0 0 ❑ CEILING FANS ❑ CROSS VENTILATION. ❑WHOLE HOUSE FAN ❑ ATTIC RADIANT BARRIER ❑ MULTIZONE ® ELECTRIC ❑ NATURAL GAS OTHER FUELS ❑ NONE EF _. 8 8 ❑ SOLAR ❑ HEAT RECOVERY ❑DEDICATED HEAT PUMP SF/EF - NUMBER OF BEDROOMS = INFILTRATION PRACTICE USED ❑ #1 X #2 ❑ #3 7 - 3 5 3 0 1 x 100 = 9 76 POINTS TOTAL BASE POINTS CALCULATED E.P.I. 3 3 TOTAL AS -BUILT CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS. -------------- Inaacordance with Section 553907 F.S.; I hereby certh addspecifications covered by calculation are m co Fld¢N Energy Code M , OW FI/AGENT: lY+') DATF 4 —88 that the plans Review 0/ the p180S 2TItj S/IQCffICQil0/1S COVQ(Qd by ihlS CQ�CU�2f10010p'IC2jQ$ pli2nce with the compliance with the Florida Energy Code. 8eforeconstruction is completed, this building will be inspected for compliance in accordance with Section 553.50d F.S. BUILDINr; n=4 IAI . 1 DATE: i. Tiara "A & E" FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Section 9 Comoliance Program --Residential Point System Method Version 1.05 March, 1987 Department of Community Affairs Printout Submitted in lieu of Form 90OA-86 PROJECT NAME: Tiara units A In- PERMITTING -0FFICE: St. Lucie Cc ------------- AND ADDRESS: AlA Hutchins :LIsland 1 CLIMATE ZONE: 4 5 (6) ---------- ,-�-------------- 1-------------_ BUILDER: 1 PERMIT NO.: -- -- -'�------------ 1 ---- --- - OWNER: � 1 JURISDICTION NO.: 661000 -- -- ------ --------------- -------------- BUILDING OFFICIAL COMPONENT VALUE CHECKLIST WINDOWS Single Tint Total Area: 526.0 WALLS 1. Ext NormWtBlock Int Area: 558.0 R-Value: 4.0 CEILINGS 1. Concrete --Dropped Area: 1820.0 R-Value: 19.0 FLOORS ---- ---------- DUCTS Uncond. Space Length: ALL ---- ----------- R-Value: 4.2 COOLING--------------- 1. Central. A.C. SEER: 10.00 HEATING 1. Heat Pump COP: 3.00 HOT WATER Bedrooms: 1. Electric EF: 0.88 -- -_--- --_-_ INFILTRATION -- -- Practice: 2 Conditioned Floor Area:'1820.0 AS BUILT POINTS 1 BASE POINTS # 100 = EPI 33876.9 35301.5 96.0 GLASS Tf KIFLOOR AREA RATIO 0.2890 * PRESCRIPTIVE MEASURES (Must be met or exceeded by all residences) ** COMPONENTS SECTION REQUIREMENTS WINDOWS 904.1 Maximum of 0.5 CFM per linear foot of operable sash crack. .i..u... _ _ -- - __ _ _ - EXTERIOR & 904.1 Maximum of 0.5 CFM per sq. ft. of door area. ADJACENT DOORS Includes sliding glass doors, solid core, wood panel, insulated, or glass doors only. EXT. JOINTS & 904.1 To be caulked, gasketed, weatherstripped or CRACKS otherwise sealed. ------------------------------------------------------------------------------- WATER HEATERS 904.2 Must bear label indicating compliance w/ASHRAE standard 90 or comply with efficiency and standby loss requirements. Switch or clearly marked circuit breaker (electric), or cut-off (gas) must be provided. An external or built in heat trap must be provided. ------------------------------------------------------------------------------- SWIMMING POOLS 904.3 Spas and heated pools must have covers (except & SFAS solar heated). Non-commercial pools must have a pump timer. Gas spa &< pool heaters must have minimum thermal efficiency of 75% HOT WATER 904.4 Insulation is required only for recirculating PIPES systems. In such cases, piping heat loss shall be limited to 17.5 BTU/H/Linear Ft. of pipe. SHOWER HEADS 904.5 '!,Water flow must be restricted to no more than 7. --------- ,gallons per minute at 20 to Sri PSIG. =------------------------------------------------ ------------------- HVAC DUCT 903.2 Constructed in accordance with industry CONSTRUCTION 904.6 standards & local mechanical codes. Ducts in Unconditioned space must be insulated to minimum R-4.2 & joints must be sealed. ------------------------- CONTROLS 904.7 -------------------------------------HVAC fl;;;;;;te-readily-accessible-manual-or-automatic ------------------------------------------------------------------------------- thermostat for each system. CEILING INSUL. 904.9 Minimum R-19. ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** COMPONENTS - PRACTICE #1 PRACTICE #2 Exterior WaI.ls &, Floors _- tl ExterivrWalls & Ceilings Comply with table. ------------------------------------ ------------------------------------ REQUIREMENTS ------------------------------------ Infi.ltration Frescriptives in above Comply -with -Practice -#1 and the following. y` lop plate penetrations sealed.Infiltration y^M ,arrier installed. Sole plate/floor joint aulked or sealed, etrations, joints and cracks on interior face caulked, sealed, and gasketed uct ork. Fireplaces Equipped with outside combustion air, doors, and flue dampers. Exhaust Fans Equipped with dampers. Combustion devices see 903.2 M . (Combustion Appliances Provided with outside combustion air. In Accordance with Sec. 553.907 F.S., I Hereby certify that the plans and specifications covered by this calcu- lation are in compliance with the Florida Energy Code. nwNER/AGEN DATE: -6-88 -------------------------------------- Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance in accordance with Section 553.908 F.S. BUILDING OFFICIAL: DATE: SUMMER CALCULATIONS BASE _= I --= AS -BUILT GLASS ------------ ORIEN AREA BSPM = POINTS i TYPE SC ORIEN AREA x SPM x SOF = POINTS ---------------------------- N 9.0 47.8 430.2 - I - SGL ,TINT N 9.0 51.5 1.00 463.5 E 160.0 102.0 16320.0 1 SGL TINT E 160.0 107.1 0.68 11714.8 S 264.0 90.9 23997.6 1 SGL TINT, S 192.0 98.3 0.55 10397.6 1 SGL TINT S 32.0 98.3 0.25 786.4 1 SGL TINT S 40.0 98.3 1.00 39.32.0 W 93.0 102.0 9486.0 : SGL TINT W 64.0 107.1 0.68 4685.9 I I i SGL TINT W 29.0 107.1 t.00 3105.9 _.15 t COND. FLOOR / TOTAL GLASS " ADJ. - GLASS = ADJ GLASS l GLASS AREA AREA FACTOR POINTS POINTS I POINTS .15----1820.0 526.0 µCj .519 50233.6 26071.9 i 35086.1 I AREA x BSPM = POINTS i 1 TYPE R-VALUE AREA x SPM = POINTS ----------------------------------------------------- �WALLS----------- Ext 558.0 1.00 558.0 I Ext NormWtBlock Int 4.0 558.0 1.20 669.6 DOORS----------- 1 Ext 21.0 9.90 207.9 1 Ely Wood 21.0 9.10 191.1 CEILINGS---------- I UA 1820.0 0.60 1092.0 1 Concrete -Dropped 19.0 1820.0 1.57 2860.0 FLOORS ---------- INFILTRATION--------- 1820.0 10.90 19838.0 actice #2 TOTAL SUMMER POINTS 1 47767.8 1 -------- 1820.0 10.90 19838.0 58644.8 TOTAL SYSTEM = COOLING 1 TOTAL x DUCT x SYSTEM x CREDIT COOLING SUM PTS MULT POINTS I COMPON MULT MULT MULT POINTS 47767.8 0.43 20540.2 1 58644.8 1.100 0.340 1.000 21933.2 I TMTTT?TTTTTTT?.TmmT•rvTTTTT??TTTT.P �Pm?TTT+I+lT T?M �1�?�P T'I�TTTTMTTTTTTTT.TTTT T'TTTmTTTT?TI�'�T WINTER CALCULATIONS BASE _=_ 1 =_= AS -BUILT GLASS ------------ ORIEN AREA x BWPM = POINTS 1 TYPE SC ORIEN AREA r. WPM x WOF = POINTS --- ---------------------------------------------------------------------------- N 9.0 5.6 50.4 1 SGL TINT, N 9.0 9.6 1.00 86.4 E 160.0 -5.6 -89 .0 1 SGL TINT, E 160.0 -2.0 -0.76 242.9 S 264.0 -14.0 -369 .0 : SGL TINT S 192.0 -10.2 0.49 -961.4 1 SGL TINT S 32.0 -10.2 -1.09 355.8 1 SGL TINT S 40.0 -10.2 1.00 -408.0 W 9.3.0 -5.6 -5210.8 1 SGL TINT W 64.0 -2.0 -0.76 97.2 1 SGL TINT W 29.0 -2.0 1.00: -58.0 ----------------------------------- .15 x COND. FLOOR f TOTAL GLASS ---------- ------------ = AN. x GLASS - ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS .15 - 1820.0 -A- =26.0 --- --0.519----5062.4 -2627.4 f -645.1 , AREA x BWPM ------------------------- = POITS 1 TYPE R-VALUE AREA x WPM = POINTS WALLS----------- -------------------------------------------------'---- 1 Ext 558.0 1.10 611.8 1 Ext NormWtBlock Int 4.0 558.0 3.35 1869.7, DOORS----------- Exit 21.0 10.50 Vx.5 1 Ext Wood 21.0 9.50 199.5 CEILINGS---------- 1 1 UA 1820.0 0.60 loy .0 1 Concrete -Dropped 19.0 1820.0 0.49 884.0 it FLOORS---------- 1 INFILTRATION--------- 1 1820.0 4.10 74f2.0 Practice #2 1820.0 4.10 7462.0 'TOTAL WINTER POINTS 1 676).9 1 9769.7 TOTAL x SYSTEM = HEATING 1 TOTAL x CAP r. DUCT x SYSTEM x CREDIT HEATING 'WIN PTS MULT POINTS 1 COMPON RATIO MULT MULT MULT POINTS ==-------------------- '6760.9 1.14 ------------- 7707.4 1 -----------------------------------•-- 9769.7 1.000 1.100 0.455 1.000 409.7 ------------ I WATER HEATING = BASE = i AS -BUILT = iNUM OF x MULT = TOTAL 1 DESCRIPTION EF CAP x MULT x CREDIT = TOTAL iBEDRMS { RATIO MULT I -----------------------------------------------•---------------------------- -- 2 3527.0 7054.0 1 Electric 0.88 1.000 3527.0 1.00 7054.0 SUMMARY BASE ___ - AS -BUILT COOLING HEATING HOT WATER TOTAL 1 COOLING HEATING HOT WATER TOTAL LPOINTS + POINTS + POINTS = POINTS I POINTS POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 20540.2 7707.4 7054.0 35301.5 : 21933.2 4889.7 7054.0 33876.9; ################# # EPI = 96.0 # ################# FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 900-B-86 SECTION 9 — RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZONES REVISED: 1/87 DEPARTMENT OF COMMUNITY AFFAIRS CENTRAL 4 5 6 INFILTRATION PRACTICE USED ❑#1 ❑x #2❑#3 3 4 1 3 2 - t 3 1 9 1 0 1 2 1 2 x 100 8 7 CUL TOTAL AS -BUILT POINTS TOTAL BASE POINTS CALATED �1. CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 1 00 POINTS In accordance with Section 553.907 F.S., I hereby certlly that the plan anuspecifications covered by alcUlatipn are in c0lnpllance with the Rode Energy Code. // OWR/AG NT: -. d/ / / / _/ DATE 4-6J Rev ew or the plans and specifications Covered by th's CalC�lali0n I�dlCaleg compliance with the Florida Ener building will be ins ec 9Belpre construction is completed, this p ted for compliance in accordance with Section 553.906 F.S. BUILDING OFFICIAL: DATE: Tiara "B & D" FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Section Compliance Program --Residential Point System Method Version 1.05 March, 1987 Department of Community Affairs Printout Submitted in lieu of Form 90OA-86 ------------------------------------------------------------------------------- PROJECT NAME: Tiara Units B & D-------:1 ----------------------- PERMITTING OFFICE: St. Lucie Co. ---------- AND ADDRESS: AlA Hutchinson Island 1 CLIMATE ZONE: 4 5 (6) -------------- ------------------------------ BUILDER: 1 1 PERMIT NO.: OWNER: ----------------7------------- 1 I JURISDICTION NO.: 661000 -------------- -------------- r------ ------------------------------------------------ BUILDING OFFICIAL COMPONENT VALUE CHECKLIST WINDOWS Single Tint - Total Area: 224.? --------------- WALLS 1. Ext NormWtBlock: Int Area: 432:0 --------------- R-Value: 4.0 --------------- CEILINGS 1. Concrete -Dropped Area: 1840.0 R-Value: 19.t: --------------- FLOORS 1. Slab -on -Grade Perim: 86.0 P.-Value: 0.0 DUCTS --------------- Uncond. Space Length: ALL ______________ - R-Value: 4.2 COOLING --------------- 1. Central A.C.SEER: 6.00 --------------- HEATING 1. Heat Pump COP: 2.80 HOT WATER Bedrooms: _ -- 1. Electric EF: 0.88 --------------- INFILTRATION Practice: 2 Conditioned Floor Area: 1840.0 AS BUILT POINTS / BASE POINTS # 100 = EFT 34132.6 39022.2 87.5 GLASS TO FLOOR AREA RATIO _ 0..1217 PRESCRIPTIVE MEA;URES (Must be met or exceeded by all residences) �* ----------------------------------- COMPONENTS SECTION REQUIREMENTS WINDOWS 904.1 Maximum of 0.5 CFM per linear foot of operable sash crack. ------------------------------ EXTERIOR & 904.1 -- - Maximum of 0.5 CFM per'sq. ft. of door area. ADJACENT DOORS Includes sliding glass 'doors, solid core, wood panel, insulated, or glass doors only. ---------------------------- EXT. JOINTS & 904.1 To be caulked, gasketed, weatherstriRR ed or CRACKS otherwise sealed. ------------------------------------------------------------------------------- WATER HEATERS 904.2 Must bear label indicating compliance w/ASHRAE standard 90 or comply with efficiency and standby loss requirements. Switch or clearly marked circuit breaker (electric), or cut-off (gas) must be provided. An external or built in heat trap must be provided. --------------------------------------------------------------•----------------- SWIMMING POOLS 904.3 Spas and heated pools must have covers (except & SPAS solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 75% --------------------- HOT WATER - 904.4 Insulation is required only for recirculating PIPES systems. In such cases, piping heat loss shall be limited to 17.5 ETU/H/Linear Ft. of pipe. -------------------------------------------------------------------------------- SHOWER HEADS 904.5 Water flow must be restricted to no more than •_ gallons per minute at 20 to 80 PSIG. ------------------------------------------------------------------------------- HVAC DUCT 903.2 Constructed in accordance with industry CONSTRUCTION 904.6 standards & local mechanical codes. Ducts in Unconditioned space must be insulated to minimum R-4.2 & joints must be sealed. ------------------------------------------------------------------------------- HVAC CONTROLS 904.7 Separate readily accessible manual or automatic thermostat for each system. CEILING INSUL. 904.9 Minimum R-19 k# INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST *� COMPONENTS REQUIREMENTS -------------------------------------------------- ----------- PRACTICE 01 Comply with Infiltration Prescriptives in above table. = -------------------------------------------------------------------- PRACTICE #2 Comply with Practice #k1 and the fnlloO , -------------------------------------------------------------------. Exterior WVIIS & Floors Top plate penetrations sealed, barrier installed. r11�11�Me�1017 caulked or Sealed. Sole plate/floor joint Exterior & Ceilings Penetrations, Joints and crackinteriors on surface caulked sealed. a,, n, "4-1.t� r Fireplaces Exhaust Fans Combustion Appliances Equipped with outside combustion air, doors, and flue dampers. Equipped with dampers. Combustion devices see 903.2 M . Provided with outside combustion air. InAccordancewith 'Sec: 553.907 F.S.,;'Review of the plans and specifications I Hereby certify that the plans and : covered by this calculation indicates specifications covered by this'ca.lcu- 1 compliance with the Florida Energy lation are in compliance with the Code. Before construction is completed Florida Energy Code. I this building will be inspected for compliance in accordance with Section 1553.908 F.S. OWNER/AGENT _ ( I BUILDING OFFTCIflL: DATE:,_-------4--88---------- 1 DATE:------ p SUMMER CALCULATIONS BASE ___ __= AS -BUILT GLASS-------------- ORIEN AREA AREA BSPM = POINTS 1 TYPE SC ORIEN AREA :: SPM x SOF = POINTS x ---=----------------------------------------------------------------------- E 160.0 102.0 16320.0 I SGL TINT E 160.0 107.1 0.68 11714.8 S 32.0 90.9 2908.8 1 SGLTINT S 32.0 98.3 0.26 878.9 'W 32.0 102.0 3264.0 1 SGL TINT W 32.0 107.1 0.65 1 - 2212.1 .15 x COND.�FLOOR / TOTAL , I GLASS = ADJ. x GLASS ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS- 1 POINTS _ 15 1840.0 ----------------- ait 2L'4. i.a 1 . 232 22492. 8 27714, T I 14895. 6 AREA �.. BSF+M = F'OI�TS 1 TYPE R-VALUE AREA x SPM --------------------------------- = POINTS WALLS- Exct-1.00 43 .10 I Ext NormWtBlock: Int 4.0 DOORS ------I---- 1 E.t 21.0 9.90 20 .9 I Ext Wood CEILINGS--------- 432.0 1.20 518.4 21.0 9.10 191.1 UA 1840.0 0.60 110 ',10 I Concrete -Dropped 19.0 1840.0 1.57 2891.4 FLOORS----- -- Slb 86.0 31.80 -27341.8 1 Slab -on -Grade 9.0 86.0 -31.90-274.3.4 INFILTRATIO 1 i84r� za 10.90 2005 _0 1 Practice #2 10.90 20056.0 ----1840_0 TOTAL SUMMER POINTS - 4677 4 1 1 35719.3 'TOTAL S�STE ` SUM F'TS ULT 46779.4 43 COOL11NG l TOTAL x DUCT x SYSTEM x CREDIT = COOLING POIN ';S 1 COMPON MULT MULT MULT POINTS ------ --------------------------------- 20115.2 1 35719.3 1.140 0.430---1.000 17509.6 ------ -------------------------------- C r '.. TTTTTh TTMTTTTTTTTTT�T.MT?TTMTTTT�M1TT?TTTm T+I�'M1TT�M1T�P�mTTTTT�m+fTTTTMTTTTTTTT T?flM?TTMTT WINTER CALCULATIONS PAS = - __= AS -BUILT -- GLASS----------•-- iORIEN AREA a BWP'M POINTS 1 TYPE SC ORIEN AREA xWPM x WOF = POINTS ---=-------- ---------- E 160.0 5.6 --- -B96 0 1 ------------------------------------------------ $GL TINT E 160.0-2.0'-0.76 242.9 S 32.0 14.0 -448.0 V ?GL TINT S .32.0 -10.2 -0.98 320.6 W 32.0 -5.6 -179.2 1. $GL TINT W =2.0 -2.0 -1.01 64.9 i ------------------------------ ---------------------------------------------- .15 x COND. FLOOR / TOTAL GLASS= ADJ. GLASS _ ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS ----------------------------------------------------- .15 1840.0 224.0 1.232-1523.2 -1876.8 i 628.4 AREA x EWPM = POINTS 1',',TYPE R-VALUE AREA x WPM = POINTS WALLS---------- i Ext 432.0 1.10 475.2 K Ext NOrmWtBlock: Int 4.0 432.0 3.35 1447.2 DOORS ----------- Ext 21.0 1C.50 220.5 1 Ext Wood 21.0 9.50 199.5 CEILINGS------- -- 1 UA 1B40.0 C.60 1104.0 ! Concrete -Dropped 19.0 1840.0 0.49 893.7 FLOORS--------- 7., ; Slb 86.0 - .90 -163.4 "'Slab -on -Grade 0.0 86.0 2.50 215.0 INFILTRATION--- V ----- 1840.0 4.10 7544.0 I' Practice #2 1940.0 4:10 7544.0 `TOTAL WINTER POINTS 7303. 5 1 1 0927.8 -------- ------------ TOTAL x SYSTEP HEATING F; TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS 1 COMPON RATIO MULT MULT MULT ---- --------- POINTS ------------ 7303.5 1.14 -- _�---- 8?''6.0 11010927.8 ----------- ------ 1.000 1.140 -------- ----- 0.485 1.000 6042.0 WATER HEATING == BASE __= I __= AS -BUILT NUM -OF s MULT = TOTAL DESCRIPTION- EF CAP i MULT CREDIT TOTAL TOTAL BEDRMS RATIO MULT ------ --- -,------------------------------------------------ ------ - 3527.010581.0 Electric 0.88 1.000 3527.0 1.00 10581.0 SUMMARY ############################################################################# BASE := I __= AS -BUILT COOLING HEATING HOT WATER TOTAL 1 COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS 1 POINTS + POINTS + POINTS = POINTS ----------------- --------------------------------------------------- 20115.2 8326.0 10581.0 39022.2 1 17509.6 6042.0 10581.0 34132.6 ################# # EPI = 87.5 # ################# FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 9001 SECTION 9 — RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZONES REVISED: 1/87 DEPARTMENT OF COMMUNITY AFFAIRS CENTRAL 4 5 6 PROJECT TiaT; Unit C ii BUILDER:- NAME ADDRESS: Hutchinson (Land PERMITTING CLIMATE❑❑OFFICE: 4 J� 6PERMIT St. Lucie County ZONE: LAND NER: JURISDICTION NO.: NO.: NEW CONSTRUCTION J�IF MULTIFAMILY, NUMBER I4 UNITS COVERED BYQ ADDITION THIS SUBMITTAL: MULTIFAMILY ATTACHED ®. CHECK IF THIS SUBMITTA REPRESENTS A WORST C, SINGLE-FAMILY DETACHED ❑: CONDITION: MASONRY — 326F0. 4.L0] L CEILIP G AREA AND IN UNDER ATTICI — --f 1 6 6 0 FT 9 DUCTS COOLING SYSTEM IN © CENTR L D UNCONDITIONED SPACE R El Room r= M❑ PACKAC E TERMINAL IN CONDITIONED AIR COI IDITIONER ' SPACE R = ❑ NONE 111.11 SEERIEER = [78 ,U CONDITIONED SO. GLASS AREA AND FLOOR AREA 1 6 6 0 FT CLEAR TINT,I EAVE OVERHANG SINGLE- SO. SINGLE - LENGTH �.�FT. - PANE FT PANE PORCH OVERHANG m j j DOUBLE -=SO .DOUBLE LENGTH �I FT. PANE FT PANE NET WALL AREA AND INSULATION R = I STFFL STUD R LOG SO FT SO FT :. HEATING SYSTEM HVAC.CREDITS HOT WATER SYSTEM HOT WATER CREDITS'. ❑ E. , CTAIC STRIP ® HEAT ❑ CEILING FANS X❑ ELECTRIC. El SOLAR ❑ NA UFAL GAS PUMP ❑. CROSS VENTILATION ❑ NATURAL GAS ❑ RECOVERY ❑ RO M, UNIT OR ❑ OTHER El WHOLE HOUSE FAN ❑ OTHER FUELS .HEAT ❑ DEDICATED HEAT PUMP H I(/yGE TERMINAL FUELS T PUMP ❑NONE ❑ ATTIC RADIANT ❑ NONE BARRIER SF/EF CO E. M 8 0 AFUE = E ❑ MULTIZONE EF = .[878 NUMBER O BEDROOMSF _ m �' INFILTRATION PRACTICE USED #1 EN #2 ❑ #3 _ �� 0 7 3 6 5 5 8 x 100 = 9 9 ❑0 POINTS TOTAL BASE POINTS CALCULATED E.P.I, '�2 3 6 2 TOTAL AS -BUILT GALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS. In a0ftance with Section 55 .907 F.S., I hereby certify that the plans and Wcifications covered by cakUlation are incom laq with the FlorbaEnergy C5 OWN81AGENT: DATE. 6-8 Review of the plans and specifications covered by this CalCUIahOn indlCateS compliance with the Florida Energy Code, Before ConShlfotlon IS Completed, thlS building Will be inspected for Compliance in accordance with Section 553,908 F S. BUILDING OFFICIAL DATE: 0 Tiara Tiara '`C" � Section 9 PROJECT NAME: AND ADDRESS: BUILDER: � OWNER:_ COMPONENT FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION :ompliance Program --Residential Point System Method Version 1,05 March, 1987 Department of Community Affairs Printout Submitted in lieu of Form 900A-86 � ------------------------------------------------- | PERMITTING OFFICE: St. Lucie Co. _ ___~~.~~_ | --^__--~~___-~_ | CLIMATE ZONE: 4 5 (6) _-^'. ~~~-~-___--~-~-_-__- | PERMIT NO.: ---------- ------------ | ___-~-__~----~ � | JURISDICTION NO.: 661000`� -~--f—~~--~- ~--------~- | -------------- ---------- |i�-~____.~---~~~___-~~-__-_--~__~.~___--~__--_-_~ OWS Single Tint WALLS 1. Ext NormWtBloc| CEILINGS |1. Concrete^-Dropp( |� / &, Slab -on -Grade ' DUCTS � Uncond" Space COOLING 1. Central A.C. HEATING 1. Packaged HP �HOT WATER `1^ Electric | INFILTRATION � Int Cond tioned Fl � VALUE l Area: 354.0 Area: 326"0 -val ue: 4.0 0 Area: 1660 � ^ -value. 19.0 B5.0 0.0 L'jength: ALL -Value: 4"2 � � SEER-. 8"50 COP: 2"8O ooms: 3 � EF: 0^88 Ed tice: 2 r: Area: 1660"0 BUILDING OFFICIAL CHECKLIST AS BUILT POINTS / 3BASE POINTS * 100 36207.136558.9 GLASS TO FLOOR AREA RATIO 0,71T3 EPI 99"0 * PRESCRIPTI COMPONENTS MEASURES (Must be met or exceeded by all residences) i ION - - REQUIREMENTS WINDOWS qo) .1 Maximum of 0.5 CFM per linear foot ofoperable sash crack:. ---------------------------- ,EXTERIOR & 904.1 ADJACENT DOORS ---------------------------- EXT. JOINTS & 904.1 CRACKS ---------------------------- WATER HEATERS 90 2 SWIMMING POOLS 904.3 & SPAS ------------------------ HOT WATER 904.4 PIPES SHOWER HEADS - 9t�4.5 HVAC DUCT 9.3.2- CONSTRUCTION 9 4.6 HVAC CONTROLS 9ci4.7` Maximum of 0.5 CFM per sq. ft. of door area. Includes sliding glass doors, solid core, !wood panel, insulated, or glass doors only. -------------------------------------------- To be caulked, gask:eted, weatherstripped or lotherwise sealed. (Must bear label indicating compliance w/ASHRAE standard 90 or comply with efficiency and lstandby loss requirements. Switch or clearly (marked circuit breaker (electric), or cut-off (gas) must be provided. An external or built in heat trap must be provided. --------------------------------------------------- Spas and heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 75% ---------------------------------------------------- Insulation is required only for recirculating systems. In such cases, piping heat loss shall be limited to 17.5 ETU/H/Linear Ft. of pipe. (Water flow must be restricted to - no more than 1gallons per minute at 20 to 80 PSIG. -'------------------------------------------------- Constructed in accordance with industry ]standards & local mechanical codes. Ducts in Unconditioned space must be insulated to minimum R-4.2 & joints must be sealed. --------------------------------------------------- ISeparate readily accessible manual or automatic thermostat for each system. CEILING INSUL. 9C 4.9 !!Minimum R-19. 1IJ ** INFILTRATION RI COMPONENTS PRACTICR #1 _---------- 'PRACTIGg #2 'Exterior Walls & F1 s ION PRACTICE COMPLIANCE CHECFLIST ** REQUIREMENTS JComply with table. -------------------------------------------- Comply with Practice #1 and the following. - Top plate penetrations sealed. Infiltration barrier installed. Sole plate/floor joint caulked or sealed. Infiltration Prescriptives in above Exterior Walls & Ceilings Penetrations, joints and cracks on interior surface caulked, sealed, and gasketed DUctWork: Ductwork in unconditioned space must be sealed. Fireplaces Equipped with outside combustion air, doors, and flue dampers. Exhaust Fans Combustion Appliances Equipped with dampers. Combustion devices see 903"2 (f)" Provided with outside combustion air In Accordance with Sec, 553"907 F.S,, I Hereby certify that the plans and specifications covered by this calcu- lation are in compliance with the Florida Energy Code ~----~-~-----------~-~--------~-~--~---- | Review of the plans and specifications | covered by this calculation indicates | compliance with the Florida Energy | Code. Before construction is completed | this building will be inspected for | compliance in accordance with Section | 553"908 F.S. | | BUILDING OFFICIAL: | DATE: ......... 4-6 ........... L ...... | DATE: --------------------------------- SUMMER CALCULATIONS BASE _-- __= AS -BUILT - --------------------- - GLASS ------------ ORIEN AREA x BSPM = POINTS I TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------------------------------------------------------------- E' 2256.0 102.0 26112.0 1 SGL TINT E 256.0 107.1 0.68 18743.7 W 98.0 102.0 9996.0 1 SGL TINT W 98.0 107.1 0.68 7175.3 ------------------------------------------------------------------------------- .15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- .15 1660.0 354.0 0.703 36108.0 25398.0 25919.0 AREA :, BSPM = POINTS 1 TYPE R-VALUE AREA x SPM = POINTS WALLS------ Ext 326.0 DOORS------ Ext21.0 CEILINGS--- UA 1660.0 1.00 326.0 9.90 207.9 0.60 996.0 Ext NormWtBlock int 4.0 326.0 1.20 391.2 Ext Wood 21.0 9.10 191.1 Concrete -Dropped 19.0 1660.0 1.57 2606.6 FLOORS---------- 1 Slb 85.0 -31.80 -2703.0 1 Slab -on -Grade 0.0 85.0 -31.90 -2711.5 .INFILTRATION--------- 1 1660.0 10.90 18094.0 1 Practice #2 1660.0 10.90 16094.0 ------------------------------------------------------------------------------- TOTAL SUMMER POINTS _ 42318.9 44492.4 ------------------- -------------------- ---- TOTAL x SYSTEM COOLING 1 1 TOTAL x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS 1 COMPON MULT MULT MULT POINTS ------.4-3--------------1-------2-------------------------------------^-� I3i8.9 0_: 4't 18197. 4449�.4 1.140 0.400 1.000 20 _88.5 WINTER CALCULATIONS _--� BASE ___ ; __= AS -BUILT GLASS--------------------- ORIEN AREA x BWPM = POINTS I TYPE SC ORIEN AREA x WPM x WOF = POINTS ---------------------- E ' 256.0 -5.6 -1433. 6 W 98.0 -5.6 -548.8 -- -------------------------------------------- SGL TINT E 256.0 -2.0 -0.76 388.7 SGL TINT W 98.0 -2.0 -0.76 148.8 ._..-------------------------------------------------------- -.15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS - ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS _...-------------------------------'--------------------------------------------- .15 1660.0 354.0 (>.703-1982.4 -1394.4 ; 537.4 AREA BWPM = POINTS P t PE R-VALUE AREA x WPM = POINTS ' WALLS----------- I Ext 326.0 1.10 358.6 Ext NormWtBlock. Int 4.0 326.0 3.35 1092.1: DOORS----------- ; Ext 21.0 10.50 220.5 ; Ext Wood 21.0 9.50 199.5" CEILINGS---------- I UA 1660.0 0.60 996.0 Concrete -Dropped 19.0 1660.0 0.49 806.3 FLOORS---------- I Slb 85.0 -1.90 -161.5 I Slab -on -Grade 0.0 85.0 2.50 L12.5 INFILTRATION--------- I 1660.0 4.10 6806.0 I Practice #2 1660.0 4.10 6606.0 TOTAL WINTER POINTS ; 6825.2 ; 9653.8 TOTAL x SYSTEM = HEATING ; TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT, POINTS 1 COMFON RATIO MULT MULT MULT POINTS I6825.2 1.14 7780.7 1 4653.8 1.000 1.140 0.485 1.000 5337.6 WATER HEATING BASE ___ __= AS -BUILT NUM OF x MULT = TOTAL !.DESCRIPTION EF CAP x 'MULT x CREDIT TOTAL BEDRMS RATIO MULT _------------------------------------ -- 3 3527.0 10581.0 1 Electric 0.88 1.000 3527.0 1.00 10581.0 SUMMARY BASE ___ -_= AS -BUILT COOLING HEATING HOT WATER TOTAL 1 COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS -___ 18197.17780.7 10581.0 36558.9 120288.5 5337.6 10581.0 _36207.1 ################# # EPI = 99.0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 900-8-86 SECTION 9 — RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZONES REVISED: 1/87 DEPARTMENT OF COMMUNITY AFFAIRS CENTRAL 4 5 6 PROJECT NAME Tiara Unit F BUILDER: AlA Hutchinson Island PERMITTING CLIMATE 4 5 ❑ 6 OFFICE:, St.. Lucie County ZONE: LANDDDRESS: PERMIT� NO.: JURISDICTION JURISDICTIONR: NO. E( 1 0 0 0 NEW CONSTRUCTION © IF MULTIFAMILY, NUMBER CONDITIONED 18 6 8 SO.. GLASS AREA AND TYPE kF CLEAR TINT,FILM,SOLAR SCREEN ADDITION ❑ UNITS COVERED BY THIS SUBMITTAL FLOOR AREA FT EAVE OVERHANG LENGTH �• n FT SINGLE- PANE SO. FT SINGLE- SD. PANE 2 5 FT. MULTIFAMILY ATTACHED CHECK IF THIS SUBMITTAL SINGLE-FAMILY ❑ REPRESENTS A WORST CASE CONDAION: X❑ PORCH OVERHANG m j D UBLE = D DETACHED LENGTH [_,I LJ FT FO PANE FOT NET WALL AREA AND INSULATION. MASONRY R = FF�R-AEE R = STEEL STUD R = LOG R = 3 0 0 FO. 12. a m FO. m m L _L L'J FT FT CEILING AREA AND INSULATIO FLOOR TYPE AND INSULATION .UNDER ATTIC R = SGL AS MBLY I R = SLAB PERIMETER R _ RAISED. CVO❑CONCI R = � [I]7 0 10 m FT - .m FF FT FF DUCTS COOLING SYSTEM '.HEATING SYSTEM HVAC CREDITS HOT WATER SYSTEM HOT WATER CREDITS IN UNCONDITIONED © CENTRAL ❑ EL .TRIG STRIP ® HEAT ❑ CEILING FANS El ELECTRIC El SOLAR - SPACE R - El ROOM ❑ N PUMP URAL GAS ❑ CROSS VENTILATION ❑ NATURAL GAS ❑ HEAT RECOVERY F� : ❑ PACKAGE TERMINAL ❑ R MIUNIT OR ❑ OTHER ElWHOLE HOUSE FAN ElOTHER FUELS ❑ DEDICATED HEAT PUMP. IN CONDITIONED AIR CONDITIONER PA H KTE TERMINAL FUELS T PUMP ❑ NONE ❑ ATTIC RADIANT ❑ NONE SPACE R = NONE BARRIER SFIEF V I.� SEEKER = �,LJ DOE, 4Ff E - 8 0 ❑ MULTIZONE EF = g 8 NUMBER OF BEDROOMS 3 , = 1AFILTRATION OWACTICE USED 3 Z 3 0 9 - 3 8 3 0 5 x 100 = g 4 a #1 N #2 El#3. TOTAL AS -BUILT DINTS TOTAL BASE POINTS CALCULATED E.P.I . CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS. In acmdance with Section:553.907 F.S., I hereby certify that the. plans Review of the plans and specifications covered by this C31CUlafion indicates and $PEnergy Co covered by ihi kufation are m com ante wlm he FlorideEnergy Code compliance with .the Florida Energy Code. Before CCOSIIpCilOp OWAlE79AG T: building will be inspected for IS CompIQlQd, IhIS i complance In accordance with Section DATE=`$ BUILDING.OFFviei. ssasoe F.S. ',,I .DATE: Tiara "F" FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Section 9 Compliance Program --Residential Point System Method Version 1.05 March, 1987 Department of Community Affairs Printout, Submitted in lieu of Form 90OA-86 ------------------------1------------------------------------------------------- PROJECT NAME: PERMITTING OFFICE: _-Tiara--Unit F _ St. -Lucie -Co AND ADDRESS: AIA Hutd BUILDER:-------_--1 OWNER: ---------- ------------------------ COMPONENT 'WINDOWS Single Tint 'WALLS 1. Ext NormWtBlock Int l'I, (CEILINGS (FLOORS 1. Slab -on -Grade (DUCTS Uncond. Space COOLING 1. Central A.C. HEATING 1. Heat Pump HOT WATER 1. Electric I INFILTRATION Conditiona VALUE Total Area: 256.0 Area: 300.0 R-Valuer 4.0 Perim: 70.0 R-Value: 0.0 Length: ALL R-Value: 4.2 SEER: 8.50 COP: 2.80 Bedrooms: _ EF: 0.88 Practice: 2 i Floor Area: 1868.0 CLIMATE ZONE: 4 5 (6) PERMIT NO.: -------------- JURISDICTION NO.: 661000 -------- BUILDING OFFICIAL CHECKLIST --------------- ----------------------------- - AS BUILT POINTS' / BASE POINTS * 100 = EPI 32309.2 38305.3 84.3 GLAtB TO FLOOR''AREA RATIO = 0a.1370 III' ** PRESCRIPTIVE MEASURES (Must be met or exceeded by all residences) �# a COMPONENTS SECTION - REQUIREMENTS ------------------------------------ (WINDOWS 904.1 EXTERIOR & 904.1 ADJACENT DOORS . JOINTS & 904.1 ---------------------- HEATERS 904.2 SWIMMING POOLS & SPAS ------------ HOT WATER -PIPES ------------ SSHOWER HEADS HVAC DUCT CONSTRUCTION 904. 904.4 9o4. 5 903.2 qi �4. b --------------- HVAC CONTROLS 904.7 ---------------------------- CEILING INSUL. 904.9 *# INFILTRATION Rf COMPONENTS PRACTICE #1 ------------------ PRACTICE #2 Exterior Walls-& Floors Exterior Walls & Ceilings Maximum of 0.5 CFM per linear foot of operable sash crack.. ------------------------------------------ 'Maximum of 0.5 CFM per sq. ft. of door area, ,Includes sliding glass doors, solid core, ,wood panel, insulated, or glass doors only. To be caulked, gasketed, weatherstripped or otherwise sealed. ------------------------------------------------ `Must bear label indicating compliance w/ASHRAE standard 90 or comply with efficiency and standby loss requirements. Switch or clearly marked circuit breaker (electric), or cut-off '(gas) must be provided. An external or built in heat trap must be provided. ------------------------------------------------- Spas and heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have ,minimum thermal efficiency of 75% ----------------------------------------- `Insulation is required only for recirculating !systems. In such cases, piping heat loss shall :be limited to 17.5 BTU/H/Linear Ft. of pipe. --------------------------------------------------- Water flow must be restricted to no more than 3 gallons per minute at 20 to SO PSIG. ------------------------------------------------ Constructed in accordance with industry standards & local mechanical codes. Ducts in Unconditioned space must be insulated to minimum R-4.2 & joints must be sealed. -------------------------------------------------- Separate readily accessible manual or automatic thermostat for each system. -------------------------------------------------- Minimum R-19. TION PRACTICE COMPLIANCE CHECk'LIST ** REQUIREMENTS Comply with Infiltration Prescriptives in above table. ------------------------------------------------ Comply with Practice #1 and the following. ------------------------------------------------- Top plate penetrations sealed. Infiltration barrier installed. Sole plate/floor joint caulked or sealed. Penetrations, joints and cracks on interior ..surface caulked, sealed, and gas4=:eted Fireplaces (Exhaust Fans Combustion Appliances Equipped with outside combustion air, doors, and flue dampers. Equipped with dampers. Combustion devices see 903.2 M. Provided with outside combustion air. In Accordance with Sec. 553.90a F.S. 1 Review of -the plans and specifications is Hereby certify that the plans and 1 covered by this calculation indicates specifications covered by this',calcu- 1 compliance with the Florida Energy lation are in compliance with the 1 Code. Before construction is completed Florida Energy Code. 1 this building will be inspected for I compliance in accordance with Section t 553.908 F.S. OWNER/AGE --- ---- - --- t BUILDING OFFICIAL: -------------------- . 'DATE:- -------4-6-88 ---- I DATE: -- -------------------------------------------- SUMMER. CALCULATIONS BASE AS -BUILT GLASS- ---------- ORIEN AREA x BSPM = 'POINTS IfYPE SC ORIEN AREA x SPM sc SOF = POINTS E 224.0 102.0 22848.0 I SGL TINT E 224.0 107.1 0.68 16400.7 W 32.0 102.0 =264.0 1 SGL TINT W 32.0 107.1 1.00 3427.2' I I i --------------------------------+ .15 x COND. FLOOR t TOTAL GLASS AREA AREA --------------------------------- 'IADJ. x GLASS = ADJ GLASS GLASS FACTOR POINTS POINTS POINTS ._---- ---- - 1.095 26112.0 28580.4 I 19827.9 AREA ♦ BSPM = POINTS 1- TYPE---R_VALUE -=----------- ----------------------------- AREA x SPM = POINTS ------------------------------- WALLS----------- ; Ext 300.0 1.00 300.0 1 Ext NormWtBlocFc Int 4.0 300.0 1.20 360.0 DOORS---------- . - , 'Ext 21.0 9.90 207.9 1 Ext Wood 21.0 9.10 191.1 CEILINGS---------- I FLOORS---------- ; Sib 70.0 -31.80 -2226.0 1 1 Slab -on -Grade 0.0 70,0-.31.90 -2233.0 `INFILTRATION--------- ; 1868.0 - 10.90 20361.2 1 Practice #2 1868.0 10.90 20361.2 ________________________________ TOTAL SUMMER POINTS 1 47223.5 ; 38507.2 , TOTAL x SYSTEM _ COOLING 1 TOTAL x DUCT x SYSTEM x CREDIT = COOLING SUM_PTS- MULT---- -POINTS--1 COMPON MULT MULT MULT POINTS 47223.5-�0.4 =_-_ j ( ^ «......,... ., rrr .. „ -��)'i!']�. m WINTER CALCULATIONS BASE __= I =_= AS -BUILT =_ GLASS------------ 1 ORIEN -"AREA x BWPM = POINTS 1 TYRE SC ORIEN AREA x WPM x WOF = POINTS _ - -5 E 224.0 �.6-1254.4 { SGL TINT E 224.0 -2.0 -0.76 340.1 W 32.0 -5.6 -179.2 1 SGL TINT W 32.0 -2.0 1.00 I -64.0 I i -------------------------------------------------- .15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS 1 GLASS AREA AREA FACTOR POINTS POINTS POINTS _-- ---- .15U256 0 186$ 1 095 -14 6-1569.1 276.1 ^-------_____ _ ______________________________________ AREA BWF'M = POINTS SIi TYPE R-VALUE AREA x WPM = POINTS ---------------- -------------- - ----------------------------------------------- WALLS----------- Ext 300 .0 1.10 330.0 Ext NormWtBlocF:: Int 4.0 300.0 -.35 1005.0 DOORS ----------- Ext 21.0 10.50 220.5 1 Ext Wood 21.0 9.50 199.5 (CEILINGS ---------- FLOORS ---------- Slb 70.0 -1.90 -13 .0 Slab -on -Grade 0.0 70.0 2.50 175.0 INFILTRATION--------- 1868.0 4.10 7658.8 Practice #2 1868.0 4.10 7658.8 TOTAL WINTER POINTS I 6507.2 9:14.4 TOTAL SYSTEM = HEATING t TOTAL x CAR' x DUCT •r, SYSTEM x CREDIT = HEATING WIN PT$ MULT POINTS I,'QOMPON RATIO MULT MULT MULT POINTS ---- 65i)7.2 - 1.14 7418.2 -;i ------------------------------------------------- 9314.4 1.000 1.140 o.485 0.980 5046.9 ------------------------------=----------------------_--------_________ ------------------- ----- ----------------------- ~ WATER HEATING BASE ___ __= AS -BUILT NUM OF MULT = TOTAL 1 DESCRIPTION EF CAP x MULT x CREDIT = TOTAL BEDRM-----------RATIOMULT --------------_ 7,527.0 10581.0 1 Electric 0.8S 1.000 3527.0 1.00 10561.0 SUMMARY BASE __= 1 AS -BUILT COOLING HEATING HOT WATER TOTAL 1 COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS 1 POINTS + POINTS + POINTS = POINTS O'06.1-- 7418.C----10581 0 $'t)5 1 16681.'---504b.9---10581.0 2309..2 EPI = 84.3 k r e' 69 $1 _ i� Y 1 - ,Y,.1e_`. .. '+yM•"i_t i ' """ "''� _ I :.. ;^' ..• �A•-RJ N 1'IRE REV .34T� i EV, I NTI01� BUREAU _ ` I _ter _ �(fJ�t�C p ,nR n n ,..zo 0 .. 'z ::. -� .,. 4y �"!-0 ,.F r ,u,,..CG �' r} �.... G2r �_ I 0 U1M CON CNIP r .: ,.... Rsy -., "�'�F_c=—+-- "�-� - �� � LIANCE a�� C _ o _. 4» 055 DATE: 9 l3 r Q— q; ~o _ 1� .'7P,L' TI^N 5I r g DA - i .. c i I 1 : I A' L BE INSTALUD IN S�� \ .-._ • 1 •• _ ( -... I C. P I .NCE WITH Qi� 1r;✓' — � I « r f -�y r.` a - - I + «.D�� I STATE FIRE MARSHALS R R K , \fir Y� I _ :A D- +^+ �I 4 ` ! - • 4. ze- r Y , -- ' r ^' OD yr �IM ' z4A A9 Aw SITE PLAN 0 10,=.z -L EGENO �d THE PURPOSE OF THIS REVISION IS TO MODIFY THE FOOTPRINT ON s PROPOSED SPOT ELEVATION ' L'L�1 1 L._.._` ' _r -_ BUILDING, THIS MODIFICATION NIL(_ RESULT IN OIRECTION OF RUN OFF A DECREASE IN TOTAL FOOTPRINT AREA, AND TOTAL UNITS/BUILDING, ALSO AN INCREASE. IN SETBACKS REQUIRED; EXISTING CONTOUR GRADE ' P:tEVI0U8 REVISED •---a SEEPAGE TRENCH STRUCTURE - NEW PAVED ROAD AND PARKING NORTH BUILDING NEW CONTOUR GRADE DIMENSIONS E/W DIMENSIONS NIS 90'-6" 1B0 -U 'B7' 1° ROOF DRAIN HEIGHT /j! 167'-0" rgtb' N. SETBACI, 8' S19 1,410' + `j5, 6' �b'ssw. SANITARY SEWER S. 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Yelu. ✓v i e i Ji k r We yr � qk mim Air 6Z5 mim Air 6Z5 O �N 7 8 a 9 9 B I 10 8 m 10 11 e SEE 'Q w S SLAB N 13 DETSH7 s IAGORAM 10 � e O11 J g N ra w 10 p 14` ,0 13 13 ®, w 9 t' 2.9. ,o 14 9 I ® ,4 ino B a 12 I- 10 a r IN co 10 OD 9 12 I I �A tt 0 16 a 7 7 a a, ` 15 � . yyyl , r 4. m\� 12 go g to� a 21 0l 20 18 e 10 15 4 a 2 N m m 10 ego e J y E�1.E.V. 17 e e 22 a ®23 Aj a ELEV, — 2 J y s y s U. 7 8 g 29 \ 2Cw 9 e e 23 °0 a ao 4 uh 26 a g 7 co yk ,. 25 g � ,4 F n 7 w 10 n P(l ?h a Co �725 4 y F y. s g a o m\ y 5 24 Q: O d jI 5 w B »rn. 27 30 0 �? GB_4 a N 2$ 31 I , I lb30� IN \ 31 ��a1 ♦ 36 I I 36 e� !? 28 IlK .11 artr� 1 � e i wr 32 ® I W 35 33 5tAt2 I 34 34 58t SEcTAo�I 33 — 33 5tAt2 AZ °y1 A15.( °PP. t(A4r>) i Ovo Jr k r, t GROUND FLOOR REINFORCING PLAN SCALE ,. FLOOR SHALL BE 7- CONCRETE 'FLAT SLAB' WITH # 4 0 12" EACH WAY BOTTOM, ,1 34 3h SEE 'FLAT SLAB REINFORCING DETAILS' ON SHEET If S-10 2. BEAM TOPELEVATIONS SHALL BE THE SAME AS ADJOINING SLAB EXCEPT ; WHERE INDICATED WITH ( ), 3. FLOOR WORKING SUPERIMPOSED DESIGN LOADS : LIVE - 40 PSF PUSUC WALKWAYS - 80 PSF PARTITIONS - 20 PSF 4. 3lAb REINFORCING #5 BARS TYP. U.O.N. FOR QUANTITIES AND LAYOUT SEE PLAN '1 ! 5, P>OTTOM SLAB REINFoICclrtc, to NAVE l'�2"GONER, Toe RErodF, 7o HAVE• 6. ALL SLAP, Q614P. PoARS uoT 64GLo5t=n ((THIN AWAIERSPAcES ARE To be EPoxy 5 . GoATED PoR coR2o3lo,J P(toTEGT,0tj. Z3 7. ALL SCAN SdRPAGES E><PoSED to 1NE A31CTE2A0(( SNALC 66 gr:AlEt> WITH A WATE/t i1c-.H'r 5EALER :JC14 AS 160-FLE14 c411 UV15 A( dAtzay 5. PETWC604 GOhfPgrrltES. ~ r. i GharrkRd 5_ I dale , ! } fob no,, ti iw H,A,LUTEN AS r=w r SOC.INC. - o®CQNSULTING ENGINEERS :. , 35 South Cypress Road ,. x Pompano Beach, FI. 3306 ... ..� �: --I I nAFTMr J 1.E # 88114 1. 01w 'ilk ■ SHEARWALL OR CONC. BEAM (POUR FOLLOWS ONE FLOOR BEHIND) 4 O 10"C/C DOWELLED OUT OF SLAB 3/4'X 3 1/2'CONT. KEYWAY PREFORMED IN SLAB FOR BEAM OR SHEARWALL A SCALE 3/4• S-3 II � II 3'-0. I I I I (LAP) it II II II n I1 2 # 6 DOWELLED It II OUT OF COLUMN II it II II I I ==== - ----� __ 11 BEAM POUR TO FOLLOW II ))II ONE FLOOR BEHIND II ulI ---B1,B$B3,86 h 87 II II ----_� )lll BLOCK OUT FULL II UII BEAM SIZE 1 1/2' II II I I II II II COLUMN II 11 II II II [21 SCALE 3/4• = 1'-3 odf5rna I�., FAGS oh - Gt1�.r3 `)002 cvcun{ T2 GA , AcJLrCrrJ(, r22'�4�? +.v REC�C6t Z co�lf. o � a 2 PAR E PO KY gor,! ar�ly A�7�AlT L 4 L L EXIST S(roa APFA2TE�C,�e� uT5 JGm `;l Ate/ 33 Q/5.�o COPP. 0h,u Ncltiir?} 29 /' 29 TYPICAL FLOOR FRAMING PLAN SALE 1,6. _,._ D. glk+12'-4" \ 8207 /� t12_4• 1. FLOOR SHALL BE 6" CONCRETE 'FLAT SLAB' WITH # 4 O 12" EACH WAY BOTTOM. +11'-2• S� SEE 'FLAT SLAB REINFORCING DETAILS' ON SHEET # S-10 2. BEAM TOP ELEVATIONS SHALL BE THE SAME AS ADJOINING SLAB EXCEPT 2 I I WHERE INDICATED WITH ( ), 6 1 1 5' 6 ^N r r 3. FLOOR WORKING SUPERIMPOSED DESIGN LOADS : LIVE a 40 PSF t° 3 10 / \ 3 10 "\ PUBLIC WALKWAYS = 60 PSF PARTITIONS = 20 PSF 6 '? \ 5 h 4. TOP REINFORCING #5 BARS TYP. U.O.N. FOR QUANTITIES AND LAYOUT SEE PLAN f 5. SCA \ m B REeNFo/CclWC, To HAV& t ' \q of N0ti/� 12 E 1 3/10 B 1 4 2 '�? ro �'" 40, 5EE 4OTES 4 Go�c/Z N 30 \ice 0 I 6 I o \42 ro C� Z SNt. S.Q r /s m I I m S/s 30 +11'-2 1 3 10 I +11'B 2' ��Pf �� 36// +B'-3• I +12'-4.1 r +B'-3' \36 /�/ L.P. I 1 LP. L 82041 a "x 8203 33 35, 1 ! �_ r--- 5-- 33 34 1 1134icl O II 33 I I A I I '� 33 I I S-5 1 +10,-0' I I II II 4 hel � 4,Yid 4/12 B r 081 1 It00 o ml 1 6 I Im 11 11 I I 3 1 o I I II 11 34. it, p,71 ENTRANCE CANOPY AT V^P I ♦ .. I.. .--')C.INC. VEERS Road 33060 drawn checked date A co. L 0 JAW.; a A 5 •d�;l paj I I I I r i i I I xw 8 U ii II iI Ii Li� i a �°li Ali oil -rA 1IIG �I 11 13 11 II 10 n10 ii n __\ nV--Rtpow/E n -n FQLI(e K�talr�P. a II 1-19 Lii I Li I W14x30 I � IC. COL/BM. 14 x v n Li i PLAN 10.8 Lj Li 12Li M m 12•, x x �. � u- to W1400 ' 1 It TYP /[ . c n7 w u 16 . 1 22'-0• ' 15 �J 18^ 10 7L, 15 19�� 21 20 n `�19 Li Li _ J 22 9 2 29 u u \ � s ; 3. y PA APF_t 25 �� iry 25 n .v2 y� n fr CvQocJf F•I(_f_ 24 cotil7. 7YP. -- �•2 _- 30 30 -- � ? _ ' �.• r` 14, 28 r \ 28 ROOF FRAMING PLAN SALE 1/84 011- D• ; /•' 33 B-1600 33 \ 1. ROOF SHALL BE 8• CONCRETE 'FLAT SLAB' WITH # 4 O 140 EACH WAY BOTTOM MAT, 'Ly S0 /` @) —_ _N —_-- © \ 30 SEE 'FLAT SLAB REINFORCING DETAILS' ON SHEET # S-10 2. BEAM TOP ELEVATIONS SHALL BE THE SAME AS ADJOINING SLAB EXCEPTt , 0 4t2 E 42 E I WHERE INDICATED WITH 01 CID E;i' 3. ROOF WORKING SUPERIMPOSED DESIGN LOADS: LIVE 100 PSF T3 5 / i 5/11 B(I.L) 5 �oC 9 DEAD a 20 PSFt it r, m I , I m Y 4. TOP ROOF SLAB ELEV. +132-(o V� r `. �0 3 12 F 7" d : 3 12 AC' xj o0 u• 5. TOP REINFORCING #55 BARS TYP. U.O.N. FOR QUANTITIES AND LAYOUT SEE TYPICAL FL PLAN SHT. S-3 �,� /' \� e` 3 10 ; ' o � F '\ ��8. Cc. 5�6 tilotES co � Z SNT. 5-2 , w• '''lr''' 00 32 \r j \ \\�__ Jai a��• 32 {r d y 33 1�1 B-1s02 33 $TA12 c , 1:1�\ L:1 L:1 \ �y�. 1.1 r�� �5TA19,2 i A15-e P. 3 3�>. HA►JO) A sLar> w/*3 �J ro" A l9 STAIR ROOF FLAN ��° ��00� STAIR ROOF PLAN, .:,. •wV a tt +r5o=5'2" t�slar� TB-100 ---T4/� 4 12 E I �b J 5/11 B(I.L) 29 nl/ 29 'o� \ c yF ��• \ � re -too I ♦ A A \ i 0 �' rg !/ L9 CLU V N SCHEDULE (A60VE 900P EL.) ClL SIZE VERTICAL REINF. / CAP I- & BOLTS COLUMN TIES / BASE IE & A.BOLTS REMARKS Oil OI O O I v�COL,® OQ 2l COI, 0 _�. GhAtC kad + 's r dotR.r... iob no. +- I 8'-1 1 4 4'-0 5 8" 4'-0 5 8« 8« 12" 12" 5/12 E 3/12 E 2 Y 5 CONT. 3/72 E o \ cp 12 . f 3/10 B 3 +11'-2" ..,.�^•�•, _ "�'_"' • _..._..__----'� N5 DOWELS O 12"C/C 8-201 ' 6 " ' ." B-201 ' I B — 2 0 8 5/9 B A SCALE 1/2" - 1'- 0" S-5 12'-6 1 8" +12`-4" 12 3 B - 2 0 8 SCALE 1/2" = 1'- 0" S-5 4'-0 5/8" 1 1'-11 3/8" 1 1'-0" I I2'-6" B — 2 0 3 3/10 TEMP. 4/16 T u1 +10'-0" �i 12 t00 t + 3 M N M 4/12 B I o fV I .— B — 2 0 8 B— 2 0 8 3/10 TEMP. c SCALE 1 /2" = 1'- 0" S-5 2 # 5 4/12 E — B-200 #4 DOWELS O 12"C/C 2" H.P. L.P. B 3 $ 5 HORIZ.O 12"C/C DOWEL INTO ELEVR S.W_-�/ AND COLUMN # 30 " a a { 4 )• Yi . 1 ,FF�i• m .�, 7�`. �1K y�l• ft^11A61Y511� n 7 �. �q,,+++T _ 1 , J z ; A a `4 .! , � J � a:l x � I Y �11 } 1'y vyu J K} + 14 .•pr . a1U r , t ,r pp •� a dtown .t , cAeCktd >x :_.. d&tp;-s. , �R p} fob na + .. y d ! t N � , 4 «, •, N OrrIL `N" T/FL BELC +(4. a `w' T/FL BELC +(4. 6 �' T/FL ABO' —(4. 6 8'-1 W 7'-8Y4" <— STRdGtuRAL SLAPS SEE 5.2) _Q 3/g"z o✓ 6,40 aE«lFol(ci�l� s�low�l TrP�cQ� Eac�( Fc,�v�(t. .,4.+141'-8" dR TOWER ROOF —6" T/ROOF 7 T/13th. FL. +105'-0" T/14th. FL. +114'-2" T/15th. FL. +123'-4" T T/3rd. FL. +18'-7" T/4th. FL. +27'-2" T/5th. FL. +35'-9" T/6th. FL. +44'-4" T/7th. FL. +52'-11" T/8th. FL. +61'-6" T/9th. FL. +70'—l" T/10th. FL. +78'-8" T/11th. FL. +87'-3" T/12th. FL. +95'-10" TC)' /2nd.d. FL. ol — 0. GROUND FL. TAb • I oc Co�21 Gon1G. SLAP> Fog (Ca/nIF. SEE 0• n . 1 c".r ! A t�, T (ROOF N. A. LUTEN ASSOCIATES INCORPORATED ConsuNNp E gmwm 351 SOUTH CYPRESS ROAD • SUITE 305 POMPANO BEACH. FLORIDA 33060 (305) 786-0110 1=/LE "M 86 11 4- r— l'-4" --I Q Al B14 B12 CLOSURE TIES SHALL BE THE SAME SIZE AND SPACING AS THE HORIZONTAL BARS SHEARWALL CORNER AND END DETAIL 1'-4" SHEARWALL/TENSION SPLICES INCHES BAR SIZE F c= 3000 I F c= 400015000 I F C= F c= 6000 5 26 26 1 26 26 6 33 31 31 31 7 45 39 36 36 8 59 51 46 42 9 74 64 58 53 A20 N., I ' F6 ES AT HALF SPACING V d 0 mm BEAM OR SLAB" 3 TIES AT HALF y SPACING AT FLOOR DOWELS SHALL BE THE SAME SIZE AND vi T' QUANTITY AS COLUMN REINFORCING rg S. W. # 2 -r n-• -'ll — Trr it `4 I II it I IIL,THREADED CONNECTORS TO to RECEIVE 03 0 8-HORIZ III III � O WALL REINFORCING , 0 of to 0 810 1r A10 I (MIN) O O I0 0 0 0I I 1 18' CLEAR (MIN) j- A4 A15 B6 C10 D16 E8 X10 ALTERNATE X6 TIE ARRANGMENTS COLUMN REINFORCING AND TIE W, (SQL BARS) ARRANGEMENT DETAILS 1. COLUMN TIES SHALL BE #3 FOR VERTICAL BARS #10 OR SMALLER. FOR BARS #11 AND LARGER, OR ANY BUNDLED BARS, USE #4 TIES, UNLESS OTHERWISE NOTED. 2. TIE SPACING SHALL NOT EXCEED 16 VERTICAL BAR DIAMETERS, 48 TIE BAR DIAMETERS, OR THE LEAST DIMENSION OF THE COLUMN, WHICHEVER IS SMALLER. ; a. 3. SEE 'COLUMN REINFORCING PLACEMENT DETAIL. h ob, 29' 00 . , 37• COLUMN 21 COLUMN 35 40 1/2" lb • • • , .L �a..� .— 4 1 --.J• 8. COLUMN _OJO COLUMN _ 33 COLUMN DETAILS 3l 1' — 0" _r Jt•i LAN 1NALL SHEARWALL # 1 STRIP DIMENSIONS SCALE 3/18,@ 1 '— 0" C 0 L U M N k g N P A R W A I I c n U rll 1. COLUMN AND SHEARWALL DOWELS ARE TO HAVE 90 DEGREE HOOKS RESTII THE FOUNDATION BOTTOM MAT REINFORCING. 2. ALL COLUMN LONGITUDINAL REINFORCING LAP SPLICES ARE TO BE 30 BAR DIAMETERS UNLESS OTHERWISE NOTED. 29 N 3. SEE "SHEARWALL/TENSION SPLICE" TABLE ON THIS SHEET FOR SHEARWALL LAP SPLICES. 4. SHEARWALL HORIZONTAL REINFORCING SHALL BE LOCATED ON EACH FACE Q CONSISTING OF THE FOLLOWING SIZE AND SPACING. ° Q o 8" WALLS --- #3®13" , 10" WALLS--03011" , 12" WALLS--#309" �B' 0 5. SHEARWALL VERTICAL REINFORCING SHOWN SHALL BE LOCATED ON EACH F SHEARWALL # 2 STPID DI:/l7 !n'NS �. �✓H 106 3SOC,INC. m y CFNSULTING ENGINEERS r �" 351 South Cypress Road SCALE 3/18'R 1'— 0' ' ,L Pompano Beach FI 33080 �t FILE # 88114 'r. d i k: r4 V M " BEAM # B-1 ^8-2 B-3 B-4 B-5 B -6 7 B-7 ELEV. SIZE 8"x 9t 80x16" B"x16" 8"x16" 8"xl6" 8"x16" 8"x12" "E" REINF. TOP REINF. 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" 906" 406" 0. T/O 406" 906' 605" NOTES • -BM. DEPTH 0 BE VERIFIE W/ELEV. DOOR REQUIREMENTS BEAM # T13-100 T13-101 GB-1 GB-2 GB-3 GB-4 ELEV. SIZE 8"xl2" 8"x24" 8"x18" 12"xl8" 8"xl8" 80x18" "E" REINF. TOP REINF. 2-#5 2-#5 2-#5 2-#7 2-#5 2-#6 SOT REINF. 2-#5 2-#5 2-#5 3-#9 2-#5 2-#8 #3 STIRRUP NOTES t 307" 07" T/O 407" 707" kt _ *32"aJ 'Z""fL. ; +.l!1�5"� 3�" FL. TN2c/ /Z FL.; fi 22tu' (5 r`' _r14IZd rcy'LY LEJEL (SC-L- 06T. %5_3 y 5EG•f. A/S-3 _ O tl o O; O v o O 10 O O e o Lu N \ T 00 R R O R v R a ' a P R A ` N o a - M o R 4 R� m SM. DEPTH GREATER O O \ m THAN 240 BUT LESS O O THAN 30 SM.DEPTH GREATER THAN 29" BUT LESS THAN 42" }� O O BM.DEPTH GREATER THAN " 41" BUT LESS THAN 54" SM. DEPTHS GREATER THAN 53"� REQUIRED LONGITUDINAL ADDED BEAM REINFORCING 4. O - INDICATES REINFORCING AS SCHEDULED. 2. 0 - INDICATES ADDED REINFORCING AS REQUIRED BY BEAM SIZE OR AS SCHEDULED. 3. ALL ADDED REINFORCING SHALL BE #4 UNLESS NOTED ON SCHEDULE. 4. SEE BENDING DIAGRAM FOR LENGTHS OF ADDED REINFORCING. DEVELOPED LAP (INCHES) BAR SIZE CONC fc KSI 3 1 4 1 5 5 19 16 1 15 6 27 23 21 7 37 32 28 8 —4 8 42 37 9 67 53 47 10 78 67 60 1 96 83 74 "E" BAR ". --U 8" BOTT BAR DEVELOPED LAP ADDED LONG'L. REINFORCING (SEE SCHEDULE) CONCRETE WALL BEAM DETAIL BEAM TO WALL #3 ENCLOSURE TIES 0 4"C/C WHEN CALLED FOR IN NOTE (p1 -DETAIL ENCLOSURE TIES AT COLUMN , i Fy H D U L.-- E��I ry B-200 B-201 B-203 8-204 B-205 B-207 8-208 8-1600 B-1601 8-1602 8-1603 8"xl4" 12"x22" x15 1/4 to 321/48x32 1/4 to $ 8"xl6"(MIN.) 8"xl2" 12"X18" 12"X24" 12%24" 8"x24" 8"x24" 2-#8 2-#8 2-#6 CONT. 2-#5 2-#5 2-#6 2-#7 2-#5 2-#6 2-#6 2-#7 2-#8 2-#7 CONT. 2-#5 2-#5 3-#8 4-#8 2-#6 2-#6 2-#7 2005" 1109" W. T/0 015" T/O 306" 305" 1906" 9010" 3010" 010" T/O 08" T/O SM. POURED BM. POURED t MONOLITHIC MONOLITHIC WITH ELEV. WITH ELEV. SHEARWALL SHEARWALL S k r. 11'vM ".r. ^ s n- arc ra�kd•v ill- SII , �a n2�1 ., Lo 4 '44 C O N C R E T E L I N T E L S LINTELS SHALL BE USED OVER ALL OPENINGS UP TO 8'-0" WIDE WHICH ARE NOT HEADED BY SCHEDULED BEAMS LINTELS SHALL BE 8"X 8" PRECAST OR CAST IN PLACE AND BEAR A MINIMUM OF 8" OVER MASONRY. WHERE CONCRETE COLUMN IS AT OPENING EDGE, LINTEL SHALL BE 8"X 12" WITH 2#4 TOP AND BOTTOM, -POURED IN PLACE WITH COLUMN, -AND BEAR A MINIMUM OF 8" AT ENDS WITH MASONRY. G E;N E R A L N O T E S 1. PLACE SCHEDULED HOOPS ORSTIRRUPS AT EACH END OF BEAM,UNLESS OTHERWISE NOTED. STIRRUPS SHALL BE TYPE 'S-G' & HOOPS TYPE 'T-2'(CRSI'TYP.SAR BENDS"). 2. BUNDLE TOP BARS WITH ADJACENT BEAM TOP BARS IN PAIRS OVER SUPPORTS. 3. POUR 'TB' BEAMS ON MASONRY AND OUR ALL OTHERS PRIOR TO PLACEMENT OF MASONRY. 4. 'TB' TOP AND BOTTOM BARS SHALL BE CONTINUOUS WITH 30 BAR DIAMETER SPLICES. 5. EXTEND ALL BEAM REINFORCING I TO CONCRETE WALLS AND ADJACENT STRUCTURAL BEAMS ACCORDING TO BENDING DIAGRAMS AND 'BEAM TO WALL' DETAIL 6. DROP BOTTOM OF 'TS'S A MAXIMUM OF 28" TO FIT MASONRY. ADD 2 # 5 WHEN DROP IS OVER 8". 7. MARK "C" IN 'REINFORCING' COLD N BETWEEN TWO BEAMS INDICATES REINFORCING IS CONTINUOUS THRU THESE BEAMS. 8. HEAVY LINE OR SPACE BETWEEN BEAM NUMBERS IN SCHEDULE INDICATES REINFORCING IS NOT CONTINUOUS BETWEEN THESE BEAMS. 9. 'T/0' = THRUOUT BEAM. L S-1 S-2 1 /5 "T" S-1 g 7 "-BOTT. BAR "BE" BAR 'BE' BARS 1/4 1/4 S-1 S-1 HOOK "E" BAR I � BOTT. BAR "BE" BAR 'BE' BARS *'T' LAP (INCHES) BAR SIZE CONC fc KSI 3 1 4 1 5 4 20 20 20 5 26 26 26 6 23 31 31 7 45 39 36 8 59 51 46 9 74 65 58 * MULTIPLY 'T' BY 1.18 WHEN SANC LIGHTWEIGHT CONC. IS USED. CANTILEVER S-2 S-3 1/4 1/4 1/2 S-2 S-2 S-3 "E" BAR TOP BAR I TOP BAR TOP BAR 9 BOTT BAR 12" 1 " 2 BOTT BOTT BAR BAR HOOPS OR TYP TYP LONGITUDINAL BEAM STIRRUPS SPACED 6" MIN.(TYP.) REINF'G (SEE'REO'D FROM FACE OF LONGITUDINAL ADDED SUPPORT AS PER BEAM REINFORCING' HOOK AT SCHEDULE (TYP.) 'BOTTOM',` OP' AND 'E' BARS NOTE ON THIS SHEET) END COLUMN BENDING 1AGRAMS CAST IN PLACE CONCRETE BEAMS AND SLABS ADDED REQUIREMENTS WHEN NOTED IN `BEAM SCHEDULE' ABOVE 8APROVIDE ENCLOSURE TES AT DISCONTINUOUS END; SEE DETAIL BELOW. TIE BEAM TOP AND BOTTOM REINFORCING SHALL BE CONTINUOUS WITH 30 BAR DIAMETER SPLICES (MINIMUM). EXTEND TOP AND BOTTOM BARS INTO ADJOINING STRUCTURAL BEAMS PER BENDING DIAGRAM, THIS SHEET. IC CONTINUE BOTTOM REINFORCING TO 1/4 SPAN OF ADJACENT BEAM. D HOOK TOP AND BOTTOM REINFORCING HORIZONTALLY INTO ADJOINING PERPENDICULAR BEAM, O WHERE BEAM IS WIDER THAN ADJOINING BEAM, HOOK NON —CONTINUOUS TOP BARS IN FAR FACE OF COLUMN. O WHERE BEAM ELEVATION IS HIGHER THAN ADJOINING BEAM, HOOK TOP BARS IN FAR FACE OF COLUMN. HEADD TWO LONGITUDINAL BARS AT MID —DEPTH. BOTTOM REINFORCING IN TWO LAYERS; SECOND LAYER TO BE LOCATED 1/2" CLEAR ABOVE BOTTOM LAYER AND LENGTH SHALL BE 2/3 THAT OF BEAM, CENTERED IN MID —SPAN OF BEAM. E BAR REINF' IN TWO N I G LAYERS; SECOND LAYER 1 1/2' CLEAR BELOW TOP, J SEE SECTION OF JOIST LEDGE FOR ADDITIONAL REINFORCING. IK HOOK BOTTOM BARS AT FAR FACE OF COLUMN. L 2 BUNDELS OF 2 BARS M 2 BUNDELS OF 3 BARS - N 2 BUNDELS OF.4BARS S 4 BUNDELS OF 2 BARS P 3 BUNDELS OF 2BARS T 4 BUNDELS OF 3 BARS Q 3 BUNDELS OF 3 BARS U 4 BUNDELS OF 4 BARS R 3 BUNDELS OF 4 BARS a j a _ ;1P fi b $s ' r 1`N �, drown, .rw checked ta.a �M dote, S 1.:; .. job h0. , •. • ;� H.A.LUTEN ASSOC.INC. 4^ 1► CONSULTING ENGINEERS t 351 Sou h Cypress Rood / w Pompano Beach, FI. 33060 { 40 11 FILE # 88114 a 0 - - -60k 0 -37k I ' n 1'-4 4'-O" •d 3' 1" . 45' 3` 1" 6�0 . I 0 2 9 , -60kso - �.,....� 0 .. I - - - J G -44k r' to .. S.W.# 2 1 J . o in d 0 0 n I o SYMMETRICAL p o m so 00 AB JT m en v o 0 "N c, -- -28k ,k to b "a0 o to as " o, ° ;{ 4 -O in w.. S.W.# 2 LAP # 9 a 6"C/C BOTT.('LL) (THRUOUT) I - _ o .o 0 29 - 0 m -0- 0 to d 1 - ro M yG -- . — r ' • —37k Co 0 is —60k o if (11(n 1'-4 4'-0" 4'-0" 4'-0" 4'-0" 1'-4 0 I 16'-80 y r"', o LAP 7 -d. —28k —� FOR DEPTH SEE SECTION o 0 DENOTES TENSION PILE 0 o � m I � 0 U -44k s u —PO TOTAL DEPTH = 3'-6" 4—PC TOTAL DEPTH = 4'-6" 11 1 I� } -4 4'-0" 1'-4 7 # 8 _ t 7 # 5 2—PC TOTAL DEPTH = 3'-6- 4 —0. 2 �— •N Nr I Q • irI TOTAL DEPTH = 3'-6" P 1 L E C A P D E T A I L S SCALE 1/4" =1'- 0" PILING REINFORCING: 0- 1. ALL COMPRESSION PILING ARE TO HAVE 1 # 11 TO EXTEND FROM 5" BENIETH THE PILE CAP TOP X 16'-0" LONG, U 2. ALL TENSION PILING ARE TO HAVE 1 # 11 TO EXTEND FROM 5" BENIETH THE PILE CAP TOP TO THE PILE BOTTOM. w (NOTE: TENSION LOAD TEST PILE TO HAVE FULL LENGTH # 14) a 3. ALL BARS ARE TO BE CENTERED IN THE PILING OVER THEIR FULL LENGTHS. w N M �l .L I in in •ol 0 o # 10 6"B TT.(I.L) � 1 -60k SHEARWALL & PILE CAP 36-PC TOTAL DEPTH = 5'-10" DENOTES TENSION PILE 3'-2" ♦: p/� h 3#6 •� 1 � ; ,y a u TOTAL DEPTH = 2'-6" A �4 1 � L rr , 4 ..tea is Ati t YI Ichecked�w_ .: date .e L "z ba no. i H.A.LUTEN ASSOC.INC. a i CONSULTING ENGINEERS + 351 South Cypress Road' } #1 Pompano Beach. Fl. 33060 1x� FILE # 88114 Ottr R T �. its, :I 2 3/4" i 1 1/2. 5/8" 2 1 /4 2 1 /4" 5 L - - - - -17 r---- i_ 04 M7 � h 1/2" rp — — — \ 5/8" ST.STUDS 2 3 4' 2 /4" L ST.BM. COL FACE 3-3/4" 80TS SLOT BM. % • I WEB 1 3" 4 x 1 13 16` \ —� � / al I BOT. STUD CENTERED '/4 Z1/2"PL DETAIL SCALE: 1" - 1'--0" C NOTE: SEE "REQUIRED ADDED TIE REINF'G. DETAIL AT EMBEDDED BRACKETS" EMBED - BRACKET SIDE VIEW 5 # 3 TIES COL SCH'D. REINrG. —CONIC. COL *ADDITIONAL BARS AQUAL IN AREA TO HALF OF INTERRUPTED BARS (MIN.1 # 5 TOP & BOTTOM) UNLESS NOTED OTHERWISE ON PLANS. I 1 #0 5 X V-6"®+ ... 45 AT CO NERS PLACE AT SLAB, AREA OF INTERRUPTED REGULAR NOTES REINrG. HOOK OP BARS ONLY. 1. AT OPENINGS OF 10" OR -SS,OMIT ADDED BARS AND RUN NORMAL REINFORCING BY SIDE OF OPENING. 2. * HOOK BARS AT AFFECTED ENDS WHERE BAR CANNOT BE EXTENDED PAST OPENIIS G. 3. OPENINGS SHALL BE SHOWN ON THE SHOP DRAWINGS AND REINFORCED ACCORDINGLY, 4. UNLESS OTHERWISE DETAILED ON PLANS, ALL OPENINGS SHALL BE LIMITED TO THE FOLLOWING SIZES ; a. AREAS COMMON TO TW INTERSECTING MIDDLE STRIPS ; OPENINGS SHALL BE UMITED TO HALF THE WIDTH OF THE SMALLEST COMMON MIDDLE STRIP. b. AREAS COMMON TO ONE COLUMN STRIP AND ONE MIDDLE STRIP; OPEN NG MAY INTERRUPT A MAXIMUM OF 1/4 OF THE BARS IN EITHER STRIP c. AREAS COMMON TO TWO COLUMN STRIPS OPENINGS SHALL BE'LIMITED T 1/8 OF THE WIDTH IN EITHER SPAN AND SHALL 8 LOCATED NO CLOSER THAN TWO TIMES THE SLAB THI KNESS FROM THE COLUMN. 5. ALL OPENINGS SHALL BE REINFORCED AS DETAILED ABOVE, UNLESS OTHERWISE NOTED ON PLANS. TYPICAL REINFORCING OF OPENING IN FLAT SLAB EMBED BRACKET TOP VIEW 406PS EA. SIDE OF EMBED Wi;*Nsf� REQUIRED ADDED TIE REINF'G. DETAIL REQUIRED ADDED iiE REI F'G. DETAIL AT EMBEDDED BRACKETS IN COLUMNS AT EMBEDDED BRACKETS IN BEAMS NO SCALE NO SCALE NOTE: FABRICATOR TO CLEARLY MARK TOP OF EMBEDDED BRACKET TO PR (VENT BRACKET FROM BEING INSTALLED UPSIDE DOWN. 5 NUMBER S-4 -SHEET NUMBER WHERE DETAIL IS DRAWN DETAIL MARK SYMBOL SECTION LETTER-- tee B' S-4 SHEET NUMBER WHERE DETAIL IS DRAWN ZX SECTION MARK SYMBOL TOP OF COLUMN +11'-6�(WHEN NOTED) = COLUMN BELOW O4 = COLUMN THRU (,L COLUMN A80VE COLUMN MARK SYMBOL / 1 -2'-8" -.---TOP OF HIGH FOOTING _S--4" -.--TOP OF LOW FOOTING STEPPED FOOTING SYMBOL SEE "STEPPED FOOTING DETAIL 5 ---SLAB THICKNESS 3 —TEMP. REINFORCING SLAB SYMBOL LAYERS r INNERMOST LAYERS DIRECTION OF OUTERMOST LAYERS — (� COL. 8" I .25 'L' tl COLUMN �--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 (L.P.) - LOW POINT CONCRETE ELEVATION SYMBOL *SYMBOL INDICATES 'TOP OF CONCRETE' EXCEPT WHERE NOTED WITH ABREAATION LAYERS V--INNERMOST LAYERS SECTION COL JA OLUMN SPAN VPERIPHERY �CHERY 1. TOP REINFORCING AND ADDED BOTTOM BARS ARE SHOWN ON PLAN; SLAB THICKNESS AND BOTTOM MAT REINFORCING ARE NOTED ON PLAN. 2. ADDITIONAL BOTTOM REINFORCING CALLED FOR ON PLANS SHALL BE PLACED IN THE STRIP -PARALLEL TO MAT BARS,AND IN THE SAME PLANE -BEGINNING AT THE CENTER AND PROCEEDING TOWARDS THE SIDES, LENGTHS OF ADDED BARS SHALL BE NORMAL. 3. AT INTERIOR SUPPORTS, SPAN V IS THE LONGER OF ADJACENT SPANS. 4, 25% OF ALL TOP BARS IN COLUMN STRIP SHALL PASS THRU'COLUMN PERIFERY, LOCATED A DISTANCE 'd' FROM COLUMN FACE (SLAB THICKNESS -1 1/4"). REMAINDER OF TOP BARS SHALL VARY UNIFORMLY TO EDGE OF COLUMN STRIP. FLAT SLAB REINFORCING DETAILS BAR LENGTH COLSTRIP MID STRIP 22 V' 50JGs.20'L 'b' .125 'L' .15 'L' REINFORCING STEEL: Epoxy -Coated Reinforcing Bars shall be used for all exterior balconies. Reinforcing bars shall conform to ASTM A775\A775M-65, and to the above specifications. Use non-metalic chairs for balconies, and plastic tipped chairs for areas within building interior. FORMWORK: The design, erection and removal of formwork including shoring shall meet the specifications of ACI 301-64 and the recommendations of ACI 347-78. Formwork to the soffits of elevated structural elements Such as beams, joists and slabs shall not be removed untill the supported concrete has reached at least two-thirds of its specified 28-day compressive strength. STRUCTURAL NOTES ')Y&ii ---- ------ GENERAL:f. The drawings are intended to show -the general arrangement, design and �1 extent of the work and are partly diagrammatic. The' are not intended seh to be scaled -for roughing -in measurements, or to ser a as shop drawings portions or thereof. All details and sections shown on the drawings are i tended to be typical and shall be construed to apply to any similar situation w;' elsewhere on the project, except where a different detail is shown. rrrrsryne 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 f such omissions or errors prior to proceeding with any work which J " 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 x 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 `s r # t•:, setting, sleeves, dimensions, etc. Potential conflicts shall be transmitted to the Architect/Engineer before proceeding with the work. ti�F t Submit one sepia and one print of shop drawings for rchiteCt/Engineer Ir` review before starting fabrication. There is a peri d of 7 days for F w' review plus time for redrawing of corrected 'II A` 1 P 9 d items. C, U yI X No shop drawings shall be submitted for architect/engineer review until IC S after they have been'reviewed and noted for construction method,^14` dimensioning and other trade requirements by the contractor and stamped - with the contractor's approval seal. Engineer assumes no responsi- bility for dimensions, quantities, errors or omissions as a result of checking and reviewing any shop drawings. Any errors or omissions must be made good by contractor, irrespective of receipt, checking or review` as°1 • ' of drawings by engineer and even though work is done in accordance with such drawings. ' 1" a Cn The building contractor shall be responsible for thelerection and safe " Y stability of the frame until the structural system i completed and capable of resisting all design forces. a Make adequate provisions for erection stresses and f r sufficient ) temporary bracing to keep the structural system plum and in true alignment, until completion, including .all the elemen s which are a part of the wind resisting system. Erection operations, including the installation of temporary shoring, shall be carried wt without loading portions of the structural frame,and non-structural onstruction'in 01, 1' excess of their safe load carrying capacity. Where he load capacity gvlt of the structure may be exceeded, shore constructed ortions of the contractor shall be responsible for verifying structure, as required, to positive foundation supports. The general 1i4 ' all-dimensions--in-the-- }�) field. Any inspections by the engineer are in the f rm of random sampling quality control only and do not relieve the general contractor) a' from his responsibility of building according to the reviewed drawings. � #•' � CONCRETE: Unless otherwise called for in specifications or dra�ings, all concrete work shall conform to all requirements and recommendations of ACI 301-84(85) "Specification for Structural Concrete? for Buildings." rfN .. Concrete to be a mix designed in accordance with ASTMC94-86a, and a 2mix. strength as stated below, at 8 days, with a plastic and workable mix. A certificate of manufacturer's mix and strength is to be provided. No water to be added after truck leaves plant without approval of Engineer, or Plant Engineer. Plant control is required. Maximum mix time at point of deposit is 90 minutes. Columns and Shearwalls up to the fifth floor --- 4000psi concrete. Shearwall pile caps____________________ 6000psi concrete. p ---------- All other concrete----- ----------- -- 3000psi concrete, yp@y@ . 4 l 'A•�Y� � 4 REINFORCING STEEL: Bars to be ASTM A615-196, GRADE 60 (U.O.N.), free from oil, loose scale and loose rust and bent, lapped, placed, supported and fastened according to the "ACI Detailing Manual" (SP-66) and the "Building Code "' Rquirements for Reinforced Concrete" (ACT 318-83). Shop drawings shall be submitted for review. Welded wire mesh shall can orm to ASTM AiS5•-85i ') ' MASONRY: Units shall conform to ASTM C90-85, with precast lintels as ' P�4',t necessary. Vertical reinforcing, where called for on plans, shall be ASTM A615-86, GRADE 60. Horizontal reinforcing shall be Ladur-Type T- as manufactured by DURO-WALL, or approved equal, and placed in r every third coursing. Wire reinforcing shall be completely embedded in / mortar. Wire reinforcing shall be lapped at least si inches at splices. kI• All masonry walls shall be attached with Dove Tail Anchors, or approved equal, at all vertical joints at concrete columns. I1.5t Masonry grouting, where called for on plans, shall conform to m� K • r , a; ASTM C476-83+, C270-86b and ACI 531-79(8.3). C)I• ] AUGER -CAST CONCRETE PILES: �A,' •_ " Auger -cast concrete piles ( 16" dia.). 9,4 ,I• a �,� ' The installation and design of auger -cast concrete piles shall be done in accordance with all requirements and recommendations of ACI -543R-74(8o),-"Recommendations for -Design;-Manu ure- and Installation of Concrete Piling". The required safe load capacities shall be 100-tons or compression 30 tons for tension. A compression and tension load test shall be performed in accordance cheek&dt,,, with the "Standard Building Code" criteria. All piling installations shall" be performed under the supervision of a qualified, registered geotechnical engineer who shall upon completion, certify the safe capacity of each pile. date See details for piling reinforcing. Piling bid length shall be 2 8 ft. job no.+ sil TIM, Jf" is0 fj c/) s70 s> sco so c: c isfisuj sc: isisifsissisisfifisfs'7 s, 71 sis00 771 sisj, sisififA00000000ooe b. 0 fl is y U) z i's e Z's, REVISIONS: JOB i 88013 DATE ISSUED: DRAWN BY: DESIGNED BY if CHECKED BY: APPROVED BY: SH EET 0 8 1988 : Ass OF SHEETS FFtR SEAL tV u JUNOg ; 1988 . JST FLOOR LOBBY & RECREATION 4° = 10 _ F .. ,.4� �� � kn'+�t` .- ° ^�fi2• N'� ^d' m/$iq`sd�.' . . , . s, '�' .Pjx�"�f-�.&n�5fk � �^��''�yXM' ii.e b. 3 ' q e FLEXIBLE HOSES FURNISHI WITH EQUIPMENT BY MANUFACTURER STAINER O UNIT COIL ONNECTION \ B&GCIR SETTERS SERVICE VALVE SUPPLY RETURN a I' i I; SERVICE BALL VALVE A.N.U. STRAINER FLEX HOSE - (SEE DETAIL) B & G CIRCUIT SETTERS SERVICE BALL VALVE FLEXIBLE HOSE DETAIL YNIT CONNECTION DETAIL I FOR SLABT&NA90'>A qT iXPOOLING TOWER IS MODEL _PO.-LBC-350, 1200 GPM AND r0 p .�. -� g 1 -f7 +,� �' i l� :.' y •D +' O ; A 10 HP/208V/30 FAN MOTOR CHILLED WATER RETURN --4" CHILLED WATER SUPPLY 2" CONDENSATE TURNING VANiB_:_ SUPPLY AIR DUCT - DUCT HEATER 1-1/4' M/U LINE -- TO WATER SUPPLY 2' DRAIN TO NEAREST ROOF DRAIN 'FLEXIBLE CONNECTION RETURN AIR FILTER ACCESS PANEL FOR ADDITIONAL FITTINGS SEE UNIT CONNECTION DETAIL -SEE FLEXIBLE HOSE DETAIL PS 1 1/4" CHILLED WATER OUT ' TRAP 3/4" CONDENSATE a ^ . 1 1/4" CHILLED WATER IN 3kj°L. 1" ARMFLEX PAD ,, =E RESISTANT PLYWOOD TYPE VIBRATION ISOLATOR a _ AIR— HANDLING UNIT DETAIL ..NOTE: ALL CONNECTIONS TO AHU TO BE FLEXIBLE (SEE FLEXIBLE HOSE DETAIL) J BOTTOM OF TOWER SEE COOLING TOWER —__ MFG. SHOP DWGS. FAR . BEAM SIZE AND LOCAIION STRUCTURAL TOWER SUPPORT BEAM BY DIVISION 15 CONIRACTOR - BEAM SIZE '-, AS RECOMMENDED BY BOLT ISDLAIION I LING TOWER MFG. SPRINGS TO IOWER: SUPPORT REAMS ' AND TO BUILDING ' STfit C I URAI_ ` SUPPORTS SPRING, AS R C ED I BY COOLING TOW FG. BU D 5[RUCTURAL IN COORDINATION ONIRACTOR - MANUFACTURER OF SPRINGS AL DWGS. ISOLATON SPRING INSTALLATION DETAIL DETAILS TO NORTH END CHILLED WATER SUPPLY & RETURN CONDENSATE PIPING STRAINER (TYPICAL) "COOLING TOWER - PROVIDE `" (1) LBC TYPE COOLING TOWER J1S-MANUF. BY CTI. PROVIDE _W/ VORTEX BASE EXTENSION OPTIONS & ALL #304 STAINLESS -STEEL HARDWARE "P 2' \-TO SOUTH END' BUTTERFLY VALVE (TYPICAL) CONCRETE PADS (TYPICAL) COOLING TOWER DETAIL NOTES:- (1) COORDINATE FITTING FOR PUMPS W1 LARGE SCALE PUMP DETAIL (2) CONTRACTOR IS TO PROVIDE COMPLETE CONTROL SYSTEM. (3) CONTRACTOR IS TO FURNISH ALL NECESSARY PIPE FITTINGS. FOR A COMPLETE INSTALLATION. CENTRIFUGAL ROOF EXHAUSTER N.T.S. T )X ECK TYPICAL UNIT "AIL & LIE" HVAC FLOOR PLAN SCALE: 1/4" = V NOTE: BATH FANS TO BE A NUTONE QT-80 UNLESS OTHERWISE SPECIFIED. TYPICAL OF UNIT ^A" TYPICAL- CDF UNIT "E" Co x 10 EXNAUS T Ok)�_T �CT 157" FL4DC)R FO EF- I (o ON ROOF FOR UNIT "E" 8 x$ EX NAU ST L>UCT AT 1 5 FLOOR _. To EF- $ oti RooF FOR UNIT "A" ZCULATING =RANGE HOOD d SJLAT ION - TYPICAL_ . x 10 DRYER DUCT T 15T" V%_00R 0 EF- 17 01-4 ROOF- uNIT )C 10 DRYER LDVC-T IS T" FLOOR D EF-21 ON ROOF YPIGAL- FOR UNL"1 "E•` SEAL J UN 08 1988 LLB CN Q O 10 U N °'Co O co C-4 Q Lo C Cy) 66 m c c N Lu U d O c�') W U} LIJ LL LL N C/) N �U i� i i REVISIONS: JOB NO.: 88013 DATE ISSUED: DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: SHEET M=3 OF SHEETS LL LL PIPE SIZE SHALL DE AS—, SHOWN ON PROJECT DRAWINGS r CAP FLASHING BASE FLASHING on, ram:` HE VALVE-WILLIAMS•HAGER TYPE FIGURE 636 OR ED EQUAL. F' T RUBBER FLEXIBLE PIPE CONNECTORS x B ENPANSION JOINTS -SEE ENLARGED DETAIL PUMP COUPLING COVER COUPLING BOLTED MODULAR BASE / MASON INDUSTRIES-BMK TYPE OR APPROVED EQUAL PUMPS P-1 & P-2 MOTOR HOLD HOLD DOWN BOLTS SPRING ISOLATORS 0 PUMP BEDPLATE DETAILS COPPER COND PIPE RISER OR PROVIDE SUPPORT AT EACH FLOORI NEOPRENE VIBRATION VIBRATION BAND y U U 1 \ O 4�/e DIAL 4V DIAL- 0-60 P.S.I. 0-30eH.G. ° e ' GAUGE 0-60 P.S.I. '4e COMPOUND OP GAUGE 4 e ee ,� 1/s COCK --(«��(}/e L —CONNECT AS SUOCT/IONFGAUGE IlOR CONNECT SUCTION PIPE AS SHOWN ON SUCTION SIDE GAUGE DISCHARGE SIDE GAUGE PUMP DETAIL PUMP ALIG " CONTRACTOR SHAL` CK,TEST B START EACH BASE MOUNTED PUMP 9 SHALL gAVE THE PUMP MANH L R ALIGN THE PUMP WITH A DIAL INDICATOR WITHIN .002' DISCHARGE G, SUCTIO READINGS SHALL BE RECORDED 8 FOWARDED FOR RECORD PURPOSES. �UBRICATION NOTES I. -AFTER COMPLETION OF THE SYSTEM AND BEFORE START-UP OF THE PUMP THE PUMP SHALL BE LUBRICATED IN STRICT ACCORDANCE WITH THE MANUFACIUhER'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 THE RECOMMENDED FREQUENCY OF LUBRICATIdN. PUMP GAUGES & LUBRICATION DETAIL 9 x 9 ExwauST DucT A T IST`" FLooR TO EF-11 FoR UNIT "B" AND EF- ZZ oN UNIT "D" RECIRCULATING TYPE RANGE HOOD. K CFM /,lOx9 350 NK I 1-- I cCFP lv1 I �1 toxicl, 4DX5 \ \ate M ,\ 17 35 CFM �X4 � Sx3 5XIO \\ 9x4y i(A 25— �\` O\` R \\ /Io-25 RETURN AIR THRU RA GR1LL 1 OO DOOR INSULATION , WHO If i 8 x8 ZGn O I cFM Dv TVP. -� UNIT T*Y P. DV 3 UNIT "D` 3 lexia SUPPLY 20 xCo DRYER AIR UP DUCT AT 1ST" FLOOR 'AHU-g TO EF-1.9 oN R, TYPICAL OF FOR UNIT 18x,o To "B". EF-20 7 UNIT SIB" FOR UNIT "D^ - w TYPICAL OF UNIT "D" 'TYPICAL UNIT "R" & I'D" HVAC FLOOR PLAN SCALE: 1/4" = f-O" NOTE BATH FANS TO BE A NUTONE OT-80 UNLESS OTHERWISE SPECIFIED. 14 x14 EXHAUST DUCT AT 15.7" FLOOR TO EF-12 oN Q"%T "E5" AND EF- 13 ON UNIT " D" SEAL U) Lu _Q o U U N O a) 00 �00 CV Qm�Lo 66 4c) m o c N c la) U � W 0)O� i ` } W LE v (/B LE C O N �Ucl)co JOB NO.. 88013 DATE ISSUED: DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: SHEET M=4 OF SHEETS (C 0 U. �I i i f I 14 > 14 EXHAUST DUCT AT 1ST" FLOOR TO EF- 14 oN RaOF AHU-9 CF NO \`�-/ GFM IBx 18 SUPPLY AM UP. f 350. MCFM k 4 �� RETURN AIR THRU RA GRID I" 000R f `3o+cT2 cz 1N SULAT ION I RECIRCULATING TYPE RANGE I CFTiI A aox10 HOOD. I 1 Cr M l ~ F I. (OX5 = t40/ la x1S EXHAUST oUGT AT 15l" F t_oo R TO SF- 15 ON ROOF U-i 04 Q O ol U N10 O 00 cf) �co (/) N L0 c- m O - c Nc U O, It 0)0cy' _IO U�= LU LL LL ac/) c�� ��N O N U i i REVISIONS: JOB NO.: DATE ISSUED: DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: SHEET M=5 OF SHEETS C M RECIRCULATING TYPE RANGE HOOD 18x9 G*IPL%� \C -- 'o- E Cc NI '�, t NSU VAT IOty RETURN AIR TNRU R.A.GIRI�L IN DOOR lc- AMU - 2 -lax IB SUPPLY AIR UP. Co x3 DRYER DUGT vP To UNIT " 8" 4 XCo ExHAUST DUCT UP TO UNIT "B" UNIT 'IF" & "G" HVAC FLOOR PLAN SCALE: 1/4" = 1'-0" NOTE: BATH FANS TO BE A NUTONE OT-80 UNLESS OTHERWISE SPECIFIED. (05 \ cv7m� 1�1 " 375 KC 15 B A C / 2�a0 f /3x3 FM Io-FM +/ r +y 11 �� 5 .` lox9 o I CoxCo DRY ER DUCT 2C_o..... j-rT1 UP To VNIT �' c" CFM�/ I y + Ipx9 15 EF x 3 DRVFR Ex41AUST I A CFM 4X3 3 DUET UP TO UNIT r "C" �20� +G CCM I 14x10 RECIRCULATING / TYPE RANGE HOOD / 22x7 / Q n/O O 4 24x7 w� 12�1\ / CCM 1�0o IloxlO-� RETURN AIR --N TNRU R.A. GIRILL ItU DOOR. 4 xco Ex_ NAUST DvcT UP To UNIT 11D" 4x4 ExHAVST DUCT UP To UNIT 1101, -% WATER HEATER INSUTAT ION l6x IES SUPPLY AIR UP. AHU- 5 M 0 O M REVISIONS: JOB NO.: 88013 DATE ISSUED: DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: SHEET M=6 OF SHEETS 4' rL A, J J u. IiOr!, lint, 1,�, I Z, ... I- tz 7 Ll 4"1 E F- 3 - TY P. Z�F(I,+) FOR UNIT 115" 4"90 TYPICAL ,d OF 14 x 14-4, I REF-4 FOR UNIT TYPICAL OF(14) SO 7 Y P. FO F U N % T DUCTS FROM THE EXHAUST VERTICAL CHASE A MINIML 55 CFM TYPICAL ,:' OF CIS) f FOR "F" 6: s A -9 HU TYPI CA A H U - ES OF (I TYPICAL FOR OF C 14) 11 FCI R Ut'417 AHU-I E5" 7T Y7 _PI c 4- OF (14) FOR UY E 4, 4 V 45,R Mg P, J 2" p Ytl F',J or, ;0 4 '3 T q� i 10`�47 lq1 4, .. ..... .. . 10 1w, fil!• ?I1. "Y. ON 1 0, xZv 41 M j", q?". gy W'w 14" Mr Yr Z, ;R, v �4& . ir 5� "'A i. m '�k P, M Qf A 4 "M V I , "S bi "v, rs. g 114 d n pit Is" N .,nr fl, w , 1" Av � T. y� ATER q ICoxlO EF- Q 7Y P. OF 141 FOR PT, 4"0 TYPICAL OF (14) EF OF (14) FOR \JNIT `Ell 50 cFm 4, I-YPICAL OF 15) Ir EF-7 FOR UNIT 11r.11 IT I A Ai. U _ PICAL "i, der P, OF(I FOR %j 1 4 -3/4" CONDENSATE To Av4I.WNPw--nA� EF EF M -T'Y?lCAL I z c r OF (14) EF--7 220 CFM TO CHILLER PIPtNq AT THE RCIIZ5F - TYPICAL AN-L RISERS SEE ROOF PLAN FOR CON ITNUATION I'M 7,}9� 4V "7 4 4 , N 3. 4" n i- DRAIN LINE WITH GATE% VALVEF AT Tli-AS BASE OF VERT1c_,0lU RISER. MANIFOLD '-,F-'T%45R ON AH 5 AHL)- ,--FIRST FLOOR I� TAKE -To STORM SEWER - Tvptc.A — C,,iXjE VALVE - PI CAL ,;: SEAL CWZ,, CONDENSATE YY O<nw " - TYPICAL T «..,�'i„<,�,.at'..-�r�".k�.. v ba:::!•nilhFHI..✓..1J31.V... sn REVISIONS: JOB NO.: s8013 DATE ISSUED: DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: SHEET M=7 OF SHEETS NO 1 SENS r- s P _. DRYER 'VENTING RISERS NOTE: ALL DUCTS FROM THE DRYERS MUST EXTEND INTO T a RTICAL E A MINIMUM pF 22" AS PER NFPA-90A M©trIEL NO) tk 7,18, 1 V TYPE V 'e: i l in Metalaire I'tode_""i MetaiairiC' Model Model door 5 !` '' kr �u 4 5 3 R.1 �. %Wro✓YP d4' '�d kiP �i^:{� W w"� y4e k b.. �. �, l+✓.. ' f Fku� 1 I I d SEAL REVISIONS: SHEETS 1 A ^;\ SUMP PUMP <C' F S. w_� mar— © r i ME ■iiiII oIE - 0 L , I Em f' H B. G.O. co - FIRE 5PRINKL.ER RISER FS / CONNECT INTO EXISTING Z B" SANITARY SEWER LINE - (BY OTHER5). VERIFY EXACT LOCATION WITH CIVIL ce-rl= oe AM FIRE SPRIN RISER a r t I 5 ,I h � \ T s 22 Iv C.O. U LL 4" INCOMING POTABLE WATER —4" VALVE 1N I , CONNECT INTO EXISTING B" SANITARY StES BOX . SEWER LINE- (BY OTHERS) VERIFY EXACT LOCATION W/ CIVIL SITE FLAN, y. � ���� 2" CONDENSATE �2A11.1 - ,.TO STOP E..W t.P M 5 -� 1� �i2"`.Ti i 1 i V.:. ( t m s i t 3xi+x s. `Z,r� .ht' hl.,`4 a, _.,... # ., t s C/) W f— Q O U N 10 O °' 1 U 00 C1� N Q N Lo o6 m o N c No, U � W O c U} wLL N �LL O N �U �� REVISIONS: JOB NO.: 884 DATE ISSUED: S e, DRAWN BY: DESIGNED BY: CHECKED BY APPROVED BY: P=�1 ME . fr ... :L r r rk ♦ a .�. Mll Y r rMWMr .F`. + "A. M: •. �a:. r . r. *.. .�, .,. .x4, .e. , 0 U REVISIONS: JOB NO.: 88013 DATE ISSUED: 4/1/88 DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: a. C/O Lu Q o 10 N U O °' o Cn 00 (� N aS c m o N c o, U V W �0c`) U�= wJ �NNLL- �UN iCL/) �I • LJ V ct- ;` J r.+ N REVISIONS: JOB NO.: 88013 DATE ISSUED: 4/1/88 DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: SHEET P=4 OF SHEETS Zo/p/4,- I I IvAV v1'11 r `vwfv��rVl Lvvn �rLr��r :., ., 4 F02 Bt-C� 21SEfL E _ < f, I HEM P Co. _ . I m �L u FIN JOB NO.: 88013 DATE ISSUED: 4/1/88 DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: ELECTRIC WATER GONG--7 WET SYSTEM—� SPRINKLER ALARM FLOW F ESCUTCHEON PLATES CONTROL PANEL SWITCH � 3/4" H.9 CMF. SUPPLY LINES PRESSURE GAUGE ON GATE VALVE - RISING STEM. 2" +-CHECKVALVE . ✓ "WATTS"*288A ANTI -SIPHON VACUUM BREAKER. CHECK --� VALVE SIAMESE _ CONNECTION 1 1 OSINY VALVE r T • —REO'D "WATTS" SELF -CLOSING P IN T RELIEF VALVE. TEST &ALARM CHECK VALVE �� T T P DISCHARGE LINE RUN OF PAN. TO 31/2°ABOVE BOTTOM PRESSURE GRADE I GAUGE I — HEATER TANK I I ✓ — 24 GA. GALV. STEEL 31" X 31" X 11/2" DRAIN PAN I" DRAIN LINE RUN TO EXTERIOR WALL. —CONNECT ON TO WATER SUPPLY TIn^� AER T K DRAIN VALVE 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. AL ROOF MANIFOLD Piz.E5SV2E CiAUG@.! SSE CONNECTION . TYPICAL SP2INICL-E.� FLfJO{Z CONT'2UL- ASSEMBL�/. AT EACH FL002. TYPICAL_ Fle-E HOSE= =oB\NET - P�Y\DE W\TI•-I Pf�ESSU�E. AT EACH FL.00jL.: �EOUGE-2- =12E OEPT• GONN E.GTION ?Efz FLJJO� . =1fLE SP2\N\�L-.Eft L_. FIRE SPRINKLER RISER NOTE: DESIGN OF FIRE SPRINKLER SYSTEM TO BE DONE BY A LICENSED FIRE SPRINKLER CONTRACTOR. FINAL APPROVAL OF DESIGN BY ENGINEER. WATER HEATER DETAIL NOSE. BIB WITH 54 - - - - WA -Dr- . W100 - TVI of (5) or.r eoc>Fz. TVPIGAL.. OF 2- T\-12.0 15. 2„ 1 W 2., 4 �Dowu -rd uNiT "A" P'fi�ESS . 2'-EQ VALVE BY W .H . i W 3/4 DOWN TO UNIT "F P2.ESS . VALVE eq/ WH. PLUMBING FIXTURE SCHEDULE - Residential UNIT NO- ITEM MODEL NO. MATERIAL ACCESSORIES SAN. TRAP H. 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%" 1/2" Aqualyn 0476.028 P3 Kitchen Sink Elkay LGR-3722 Stainless Steel Faucet: LK-4103 2" 1-1/2"i 1/2" 112" (3)-hole P4 Tub American Standard Enameled Cast Fittings: American 2" 2" 1/2" 1/2" Bildor Iron Standard 1363.103 Right put: 2265.379 Left Out: 2267.375 P5 Shower Enclosure by others Fittings: American 2" 2" 1/2" 1/2" Standard 1363.103 OWater Heater State PV-40--21S Glass Lined Provide with -- -- 3/4" 3/4" 40 Gallon Steel Emergency Drain Pan 450OW/24OV/10 PLUMBING FIXTURE SCHEDULE - Common Area UNIT NO. ITEM MODEL NO. MATERIAL ACCESSORIES SAN. TRAP H. C. W. P7 Water Closet American Standard Vitreous China Seat: Church 5321.112 3. 1/2" Cadet 2108.408 p8 Water Closet American Standard Vitreous China Seat: Church 5321.112 S" -- -- %z. Cadet 2109.405 OUrinal. American Standard Vitreous China Flush Valve: Sloan 2" -- - 3/4" Washbrook 6501.010 Royal 186 Lavatory American Standard Vitreous China Fittings: 2385.049 a' 11AV I/2" '/2 Aqualyn 0476.020 11 Laundry Tub Fiat FL-1 Fitting: Model A-1, 2" 2" Ile I/z" 12 Bar Sink Elkay PSRB-250-C Stainless Steel Fittings: included Z' 11/2" 1/2" I/Z" 13 Water Heater State PV-20-2LS Glass Lined Provide with - - - - 3/4" 3/4:' 20 Gallon Steel Emergency Drain Pan 450OW/24OV/10 1 %4" POTABLE WATER SUPPLY TO COOLING -MWEI2 ON ROOF NPIGAI.- OP FLOOiLS 2 THeu 15 . 2" W Co THIS LINE 2UN $E-rWr=E•N GR-DUNO. f 21.lo FL.00iLS. 5EE 0A5HEC) LMES Ora G2oUN0 FLoc�2 /� PLAN Kam.` � ��r— POMEST\G WATfcVZ PUMP BEL.-L } CaO85ETT 70M SE21E: 3-PUMP C10MPI)1_20L_ I Iti1 MEGI-1AN1CAl... f�OC�M. P-UN LINE Ge(Du"D -to S . �S\OE OF BL-OCa L_ oc FLO P_5 :U I5. \ I I TU�LN WATE2. LINE � UP # faUN Ae,OV� 2y2' — 42oUNo Fwo2. INCOMINC� F0TABLE_ Wb1_M__2 LINE -SEE C�i21JUN0 FL-OOiZ PLAN. 2" W I I 7 3/4 r„ 8 DOWN TO UNIT-- PIZES5u2� 2.EOVc VALVE My W.H. .DOWN �� P2ESS. 2C0. VALVE: i W.H. IN C,OMMOIJ ' A2ErP-. MAIN POTABLE WATER RISER NOTE:I-PROVIDE 3/4" WATER LINE TO EACH HOSEBIS AROUND BUILDING. ALSO PROVIDE 3/4" WATER TO HOSEBIB AND SHOWER BY SWIMING POOL. 2-PRESSURE REDUCING VALE TO SE USED THROUGHOUT IS A BELL 8 GOSSETT B-7. BRASS BODY- 3/40. SEAL JUN 08 1988 C/) L1J 04 Q 0,0 U N10 a' 00 O \p DO C/ N O 66 C o0M C C CT N U qq w 0 cy) U } LIJ J LL t C ^ �U p N �60 i i REVISIONS: JOB NO.: 88013 DATE ISSUED: DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: SHEET P=7 OF SHEETS O LL O U J U) LOADCENTER „A.. & "E" RATED VOLTAGE 120/208V-10/3W/SN LOCATION Unit A & E RATED AMPS 150 A MOUNTING Flush DEMAND KVA 30 GFI CIRCUITS 12/14116/18 BRANCH CIRCUITS Plug -on CAT NO. LOAD BRKR Z ~ U 150 A BRKR LOAD a.DESCRIPTION - F fn � a J a 0apc� F DESCRIPTION LighLing 20 1 1 2 1 1 20 Receptacle Master. Bedroom Lightinfz 20 1 131 4 1 201 Receptacle Living Room Liphting 20 1 151 6 1 1 201 Receptacle Dinning Room Lighting 20 1 7 8 1 20 Receptacle Bedroom Dryer. 30 2 9 11 10 1 20 Receptacle Bedroom 1 1 20 Receptacle Bath 1 WH 30 2 13 14 1 20 Receptacle Bath 2 15 16 1 20 Receptacle Hall AHU 60 2 7 18 1 20 Receptacle Kitchen 1$ 20 1 20 Receptacle Kitchen Range 60 2 21 2 1 20 Receptacle Refrigerator 3 4 1 1 201 Receptacle Dishwasher 2 26 1 20 Receptacle Disposal 28 1 20 Receptacle Washer. ELEOTRICAL LEGEND SYMBOL DESCRIPTION S Single Pole Switch - 15A/120V 83 3-way Switch - 15A/120V S4 4-way Switch - 15A/120V SP Single Pole Switch - For fan Simplex Receptacle - 20A/120V Ib Duplex Receptacle - 15A/120V Duplex Receptacle - Top 1/2 switched 15A/120V Duplex Receptacle - Mouned above counter 15A/1 OV QPower Receptacle - Voltage and size as noted �f Disconnect - Type and size as noted ® Television Outlet QJunction Box - 4" square or octagon EF Exhaust Fan Telephone Outlet Panel Subscripts GFI: Provide device with ground fault interrupt LOADCENTER "AC" RATED VOLTAGE 120/208v-10/3W/SN RATED AMPS 6QA DEMAND KVA BRANCH CIRCUITS Bolt -on. 4 circuit LOAD BRKR In a DESCRIPTION Cr 8 I.-- a Motor 20 2 LOCH 10N AHU Room MOM TING Rush GFI CIRCUITS CAT 110. RKR LOAD 60A Cn w DESCRIPTION 2i 2 50 Heat i I+ II I- r. GFI I 4 GF J9 Fa M. 3 Q - - -n 3 G 3 I I k 3 s M •L O - .O, 114 11 N 11 8 11 A 24 �\7\ 7 O O VP A Vol U J REVISIONS: JOB NO.: 88013 DATE ISSUED: 4/ 1 /88 DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: SHEET SCALE: 1/4" = 1.-0 JUN 08 1988 E-1 .--- OF SHEETS � r LOADCENTER B •°1),. RATED VOLTAGE 120/208V - 1¢/3W/SN LOCATION Unit "B" RATED AMPS 150 A MOUNTING Flush DEMAND KVA 30 GFI CIRCUITS 12/14/28 BRANCH CIRCUITS Plug -on CA1 NO. LOAD BRKR Z Y v 150 A BRKR LOAD DESCRIPTION F 0 a N -i O q fc DESCRIPTION Lighting 20 1 1 2 1 20 1 Receptacle Master Bedroom Lighting 20 1 3 4 6 1 1 20 1 Rece tacle Living Room Lighting 20 1 5 Lighting 20 1 7 20 Recentan1p Dinning Room 8 1 20 Rece to le Bedroom Dryer 30 2 9 11 t0 120 Receptacle Bedroom 12 1 20 Rece tacle Bath 1 WH 30 2 13 14 16 20 20 Receptacle Bath 2 15 AHU 60 2 7 Receptacle Waste 18 20 Re e to e Kitchen 19 20 20 ReceDtacle Kitchen Range 60 2 1 520 Receptacle Refrigerator 3 24 20 Receptacle Dishwasher 29 26 120 Receptacle Dis 7 28 20 osal Rece tacle Kitchen 9 30 ELECTRICAL LEGEND ,4 SYMBOL DESCRIPTION ! I S Single Pole Switch - 15A/120V S3 3-way Switch - 15A/120v 11 S4 4--way Switch - 15A/120V SP Single Pole Switch - For fan Simplex Receptacle - 20A/120V Duplex Receptacle - 15A/120V Duplex Receptacle - Top 1/2 switched 15A/120V Duplex Receptacle - Mouned above counter 15A/ 20V Power Receptacle - Voltage and size as noted Disconnect - Type and size as noted Television Outlet Junction Box - 4" square or octagon Exhaust Fan Telephone Outlet ' Panel Subscripts GFI: Provide device with ground fault inter „pt 777,,74 L i r1 d RATED VOLTAGE J 0/08y-1 /3W/SN RATED AMPS - 60A DEMAND KVA BRANCH CIRCUITS Balt-on. 4 circuit LOAD BRKR 6P A p DESCRIPTION a S ul � X Motor 201 2 � GFI CAT i I:r--r-u r fN I TYPICAL UNIT 113 11 & 1113 (1 ELECTR LF WITH E: 1/4" = V-0" C/ ) W CN Q O U N 01 10 00 O � N 10 N Q N Lo (CD::m 66 o C O, N N 00 0)U O co co W U= LuU- c� t C � U N ; U, i i U- U Al I REVISIONS: JOB NO.: 88013 DATE ISSUED: 4/1/88 DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: SHEET E=2 OF SHEETS i LOADCENTER ,c,, RATED VOLTAGE 120/208V-10/3W/SN LOCATION Unit (. RATED AMPS 150 A MOUNTING Flush DEMAND KVA 30 GFI CIRCUITS 12/14/IS BRANCH CIRCUITS 30/PIu9-on CAT NO. LOAD BRKR Z Y O 150 A BRKR LOAD DESCRIPTION F. n a a DESCRIPTION Lighting 20 1 1 2 1. 1 20 Receptacle Plaster Bedroom Lightinp 20 1 3 4 1. 20 1 Receptacle Living Room Lighting 20 1 5 6 1 20 Re e to le Dinning Room Liphtinp 20 1. 7 8 1, 20 Receptacle Bedroom Dryer 30 2 9 10 1. 20 Receptacle Bedroom 11 12 1, 20 Receptacle Bath 1 WI1 30 2 13 14 1 20 Receptacle Bath 2 15 16 1 20 Receptacle Washer AHII 60 2 17 181 1, 20 Receptacle Kitchen 19 20 1 20 Receptacle Kitchen Range 60 2 21 22 1 20 Receptacle Refrigerator 3 24 1 20 Receptacle Dishwasher 29 26 0 Disposal 27 28 9 30 ELECTRICAL LEGEND SYMBOL DESCRIPTION S Single Pole Switch - 15A/120V S3 3-way Switch - 15A/120V S4 4-way Switch - 15A/120V SP Single Pole Switch - For fan Simplex Receptacle - 20A/120V Duplex Receptacle - 15A/120V Duplex Receptacle - Top 1/2 switched 15A/120V 4- Duplex Receptacle - Mouned above counter 15A/120V oPower Receptacle - Voltage and size as noted DJ Disconnect - Type and size as noted ©V Television Outlet OJ Junction Box - 4" square or octagon EF Exhaust Fan Telephone Outlet �.— Panel Subscripts GFI: Provide device with ground fault interrupt LOADCENTER „AC" RATED VOLTAGE 120/208v-10/3W/SN LOCATION AHU ROW RATED AMPS 60A MOUNTING Flush DEMAND KVA GFI CIRCUITS BRANCH CIRCUITS L3olt-on. 4 circuit CAT NO. LOAD BRKR Z CO A BRKR LOAD U) DESCRIPTION a 0 ~ J papCC DESCRIPTION Cr V a F t ��r 20 2 1 2 2 50 Meat_ 3OA/24 WAT1=R 410 THV IN 3/a" TYPICAL UNIT IICII ELECTRICAL FLOOR PLAN NOTE: CUT .`SHEETS FOR BALCONY LIGHTING WILL BE SUBMITTED WITH ST. LIICIE CO. SEA TURTLE PROTECTION APPLICATION. SCALE: 1/4" = V-0" SEAL JUN 0 8 1500 LU Q o -0 U N 10 O - C/) :3 N CID C/) N � 66 m co N C- o, 0)O� U � _W U} wJ N � C � C) N i C-'/'-) i i n U J ch REVISIONS: JOB NO.: 88013 DATE ISSUED: 4/1/88 DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: SHEET E=3 OF SHEETS 2 #6 THW CU IN I"i 60A/240V RANGE DESCRIPTION Dryer 30 2 Tt 13 14H 30 2 15 ADD 60 2 T Range 60 2 to vo i y F me 5 W.H. m am F 2 B 26 *l Ti CU IN y' C, -#10 T CU IN 3/ F 13 )155 Receptacle Master Bedroom Receptacle Living Receptacle Dinning.Roo Receptacle Bedroom Receptacle Bedroom R�,.ptacle Lath I Receptacle Receptacle Kitchen Receptacle Kitehcn Recepcacle Kitchen Receptacle Refrigerator Receptacle Dishwasher Receptacle Disposal Receptacle Wa 1 0 - 3 7, 6 3 ;t Duplex Receptacle - Top 1/2 switched. 15A/120V , LOAD � '� Duplex p ex Receptacle - Mouned above counter 15A/120V " �'.P. Y yr j .` n r ;,• i. r : t' - d p "'"' + "Y "`'°' ® Power Receptacle - Voltage and size as no4�., K,,. •, ,,. LY Disconnect - Type and size as noted r r I a Television Outlet 2 50 Heat r , °«Ii llw° �_ .,, I. �J Junction Box 4 square or octagon f r: ;ra l EF Exhaust Fan x ~, . it hr , V Telephone Outlet fie.. S s or Panel .I & H i� Subscripts GFI: Provide device with ground fault interrupt. " ---J C 2 6 I F I I 07 I VP 12 I s—IR I 21,E wr 5 IraIS 2 G B #(o THW C 26 IN In L "•' I I 30 40 r0 G �." 3 24 5 /a ' 10 N 15� GI Zo 6 v r G J i6)Q 2s 5 20 3 N �I VP lr 22 3 #10 -Ti CC IN 31W"C• o F G 3 13,15 A/240V s WATER HEATE11 #6 THW CU �r Crt t IN I" C. I 1-719 I t r' t � I I . I Y t I I I d s I 1 a ,i R R x r , , y;. I. i s { t• , t , t yk ri I "� k'.-i'4. yy 15 K Feni YbY UNIT 'IF" & "i ELECTRICAL FLOOR PLAN NOTE: CUT SHEETS FOR BALCONY LIGHTING WILL BE SUBMITTED WITH " r ST. LUCIE CO. SEA TURTLE PROTECTION APPLICATION. 4, Y� g b.. if k �� kiYH-,SR9 k2r '� n v V VP U d ch REVISIONS: JOB NO.: 88013 DATE ISSUED: 4/1/88 DRAWN BY:, DESIGNED BY: CHECKED BY: APPROVED BY: SHEET E=4 OF SHEETS v \HP 1 CONNECT TO CONTACTOR "C-1" ZOA,SP(L.00ATED IN MAIN ELECTRICAL ROOM) THRU / TIMECLOCK T-3 HP 7 HP 3 // 1,13 m EM-H 13 O 0 S FIRST FLOOR LOBBY & RECREATION AREA LIGHTING PLAN seA�E: �/4"'= NOTE: ALL LIGHT FIXTURES TO BE SPECIFIED BY INTERIOR DECORATOR. VERIFY ALL SWITCHING WITH INTERIOR DECORATOR. a: JOB NO.: 88013 DATE ISSUED: 4/1/88 DRAWN BY: DESIGNED BY - CHECKED BY: APPROVED BY: SHEET E=6 OF SHEETS AHU-3 4 ttG THW CU IN 3/4" C . AG 1,3 AHU-4 0 AG / U 5,-7 US THW CU IN 3/4" C . DOMESTIC WATER CONTROL - CONNECT OWER TO PUMP5 8� C TROL (CONTROL PANEL Y TH ERS) TNW CU IN 1 !(4)-#3 -1/2" C. ii 0 EM-H �0,12 ,14 jSUMP PUMP Wv HP #12 THW CU 25,27 IN V2" \3o P 26 0 0 HP 8 HP 33 \/ SUMP PUMP HP 29,31 Wo 1412 THW 30 2 / CU IN 1/2"C. 20 EM-H 21 EM-H 17 O AC 2 0 z WH 6c AHU-G 4THW CU \ IN I"C. \ 2 2 2000 A BUSWAY �I I 10 10 EM-H HP L 19 10,12,14 �\ I�7 0 AC 17 12 M 2,4, PANEL "BAR" - FOR FUTURE BAR EQUIPI roOA , 120/208V -30/4 20 CIFRCUITS_, AC 14 PAYPHONE 14 O 12 (44- THW CU IN I C. AC 13,15 12 EN-H ---- 2'7 MAIN EIECTRIQAL }ZOOM (SEE SHEET E--10) GFI WP HP 24 FP� L TRANSFORMER - VAULT FIRST FLOOR LOBBY & RECREATION AREA POWER PLAN SCALE: 1/4" = 1'- NOTE: ADDITIONAL RECEPTACLES MAY BE REQUESTED BY INTERIOR DECORATOR C/) w Q o 10 U N 10 O 00 Q N n > o 4-)4(bTHW CU IN m " NDUIT Y C NZT N w O w COS U} wLL J a�C/-) C rN t > U ci io SEAL REVISIONS. JOB NO. 88013 DATE ISSUED: 4/1 /88 DRAWN BY. DESIGNED BY: CHECKED BY: APPROVED BY: SHEET E.7 OF SHEETS .x�Y.MT, r � afflr19 •.•. rnl s 9f : tY .>& .(•>ss n^4".Y..N F x { "?4 t h `N •^TT'yu'I C.N rY i'. .:'y CONNECT TO TIMECLOCK "TI" CINTERMATIC T1472 b,"m [^IRr111T HP-2h.PR.w SITE PLAN SCALE: 1" = 20'-0" u 0 SEAL =J UN 08 1988 CIO Lu �O Q U N10 ol 00 r� U) 00 (� N Q 7C) Lr) C m O 66 _ c: Q N U � 0 � (y) w c U} wJ aNN� O Cq U (Y) P4. REVISIONS: JOB NO.: 88013 DATE ISSUED: 4/1/88 DRAWN BY: DESIGNED BY: CHE 'KED BY: APPROVED BY: SHEET E=9 OF SHEETS' 7`0 13TH - ISTH f (TYPICAL. UNITS Id� 111TH FLOOR �,4" 4 v 5TH FILCOWiii TAB — 800A B U. W^-f UNFU5ED REDUCER 200OA/8COA TO 112TH FLOOR (UNITS ^-I-) TTTTT 00 0 00 0 00 0 00 0 00 0 1 11111, TO IOTH FLO4 (UNITS A-E) TO 4,rH FL (uNiTs A-E) fTTT 00 0 A 0 0 l LIN ITS I-E FOR rm FLOOR 141M 'Nod A, C. D 4v t.'ITIt�f �i7 �11 E) TF( 444', r, gjp� � �4 WM AM .961 "till V uj EM-H EM-H '0"w 0 'o 010' N4 -0 f a) co "NA 0 5 q4ANIS MET RC N R *--TELEPHONE I, BOARD - STH a) LO SQ."D" EZM -1 5 C/) TE < 4 125A 2 POL & 13TH FLOOR 0 gi, o c: E cyo) -6 il'I't c -12 01 D" EZM 440 _*G CU TO Lu a) TELEVISION BOARD I ANG ERCE MAIN GROUND 5 co x 8' x 3/41' PL_Y WOOD co 410" C/) T'S OF GREY 2 COA TANIT uj c: PRE RESIS PAINT , , I I , , _j 7� LIJ -I �Iwg%,o 9" PVC CONDUIT TO PF:ROPEF;Z-ry LINE: U) (VERIFY LOCATION 800A DISCONNECT CoNouirs WITH LOCAL- CABLE SQ."D"327N 0 ROOF 12Q/20BV-3 /5N -0/4W T.V. COMPANY) R SECTION 9Q-"EY'E7-M 417-OOBCS �: 0 r, CORNE co ZOOOA MAIN T "'t Cu TO GROUND DISCONNECT '��fL�,� T,f c i 8"xi 4`1: I-ELEPHONE BOARD 3/AIl' PLYWOOD W/ a Coll OF GREY FIRE RESISTANT PAIN-r V - !X, W�'.4b. �1200A MAIN TAB 2000A BUSWAY HOUSE PANEL. H 4 7 v ..... . . . . pf ' p�"7� "'IF :LECTRICAL R,06 &1 tt14 TO 2!'F:>VC CONDUIT UTIL_IT`Y POLE (VERIFY LOCATION Wl TEI-EF-HONE 'Will COMP^NY) &W, 17'3'*"jA" 41 -tt, I mi - , I "XI"I'�'i'I'm s,i 171 IMP "tI, ks4 p, "AC" HP" - 14Ift ill 11 A EC ��, mi� ON v 'J, I IttIr ig,47 Z1XV rkO,�, '9� �roR c 3M Xg 4� Qi, . ..... lit it n" I 41"'K WI 4 VA." ilk It 001!mpa ELE RICAL RO tnn3l, elk" 'I 4�1 14 5 NP "I 14T -M x, j� Q;, I F015 vly ". ", I - 0 " wk�l L � "'I' slV"A, , � �, , 1 .11 1-, -.1 p I ;N�, StO M 410ft �5 W101i m I , � 00 0 00 0 00 0 00 0 00 0 SQ "D" EZ —SQ "D" E Z 327N PANELS TYPICAL FOR .0�Zr,40 `THRU 157H FLOOR5 (SEE SCHEDULES) A] [a] F. I F. I E I �ig ,t 1, IS SQ."D" EZM 4-10-125 THW CU -IN (TYPICAL) -1/4" CONDUIT (TYPICAL OF ALL. M�tj THW CU & (0#2 APAR-rMWN 4) A F G p `XN `aOOOA MA114l, �a 'al DISCONNECT -30/4'v Al�"' (IZO/208V OA C.L. ELECTRICAL RISER - APARTMENTS ROOF R-1 �A L "Em '*3. D I scoN NZr--r "M ELEVATOR I&P_ ll;Ml 11 � hf 4� 41*1 , �Vw 3200 M 9T I-EMF� iviA "4� A,, IF It 'oli (4)4*1 -rHW CU 1211C. IN 1-1, C CU (4) rII.i I /5;ill r li,_ 47" -Z� ir'(,4-)255O NCM CU I N 5 I/2!`CO N DU I 4, 1 1 11 1 " �, � �] I,. Al I � It , - t" ""It mz MF77',Z','�_4 DISCONNECT- EMERC=tENCY DOMESTIC \NATER PUMP MAIN SWITC (3) INSTALLED BY ELEVATORS HOUSE HOUSE M7, (PANFk:'F_MW) /PANEL "'k .4 AUTOMATIC HOUSE FIRE PUMP CONTROL FIRE PUMP PANEL PANEL W/ AUTOMAZTIC. 75 H.P RAN5F*n _rCH TRAN5P-EF:? SWI :)ORDINA-rE WITH C:H. CONTRAC 4 (VERIFY Loc lwi In 7ti 7 Sill x 10'Cu GROUND RODS ROUND TO BUILD11"443 STRUCT 0 R rl 97A L WAT I- P. P I P FA , I �4, u Vs. 4 0 �S�44�, g 1- 74 PANEL lip" POOL. EQUIP 200A GENERAMOR CONTROL PANI 2.00 KVA u_ JOB NO.: 88013 DATE ISSUED: 4/1/88 DRAWN BY: IGNED BY: CHECKED BY: APPROVED BY: SHEET Em 10 OF SHEETS RATED v RATED A a ,F DESCRIPTION e ®I Sim= Space S�xic e L NG ID BUS DOOR IS low LOCATION MOUNTING FEEDER CZIS FEEDER C MANUFACTNO. 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'I �'� i r $�;'ki „ i •p e t „ i^W >< xx'x -? � �aJS ::' 4k�:'r IQ �� ERRUPTING RATING FEED as.r, ' �., ' GFI . n » g y x'. r f .: m ;+. °. :. d � 3r,Y.,ty^ � t u.h. '°� x °L§ry:x r ; a• .+, ""3(v 4) brr� IW%' . ;�" 1, .e: ° ::?` E •zF e i s k"is��+rbt W , ',4 ,x .. , ,. .. e r +fr:': y, „' xa. ! :,:.. a . ,. 4x• ., ... ,' ,: ...... y.. '. � , Mt � >wn fr ...� e }.., u h' -.. e F.. L �. .. „ : ll. ar..: r ♦ e ,. .. , a. .. a ,t. a a.. .. .T' f. , ..Y' , R _ r. :.M1n ,YY s ..d v �T, k Sd .. , t, x ,:�...c _.. ,. k . ..r..+ ,- .. ,.. ,4 r.. .. ,., ,' .. .. ♦::'dJ n^. r :ai'«w G-S,'u.: . W, ,...y .u, }} +G, ., � . F,.-r1 , „r � .,::..fie a:, >< :e. c e. ;;,. 9t .,z ..: ...... ..... .. ..v :::. i •:ne y t` .a ru,: ;1, .# .r'Y,, m.. �f :x. �a? i„ .yi. , Xr.. , �, ea {� .:: e„ . -:p,. , ,... .Mr . : :.. ,': .. , , •. .,,,. .. :.. r... ..:. , , 'i 4,.. '� {p. 1 a 2 s yr !, RRrf 9 . Ipy. +�". ,, ,«�C.#' n9d' ... <.. ,... .:: rv„ ",° ;;�. a.; . , t `r r ,a. , a x•.. . ,. r r.,s. °,"�.,, ,: r� ,¢+;�. . ..:.. 1: ax.>,_, ,:., , sa..�„�e ., .,�. i,'.-�,,.r. r. <: h, ;*„; :•a .� s:'. :,, }- a '' 1'� ��.� e ;;,s � , � u§, r r REVISIONS: JOB NO.: 88013 DATE ISSUED: 4/1/88 DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: SHEET E-11 OF SHEETS r EMU N A iY i ] h# k] e r': S w4 t C. .... rl �. e „Yk. • n.. , l:F ,. v : , v. `fv �} ? I 5 '4 a u'ww G t £ a e r ^l T L uy N a ..nA k p La e fr H T y S RM, r>, 4'- e Y P dx r R x k �6 r: 1 A e S3 k {r F 4 i m{ r ✓ Y �k } 1 9r •h= w v, a� _ Y',eenc .�A2 �� so ! \ .'i'�.� ro pp3 n ,L` v � ,. � 'i � �. , r - < a - .EL u`�` FL YW?i g" 3.F✓ss.✓ ,a '.:. . _ _.. . - AHU-7gf ±wYv h um rFW, P v v�#f 41 bNYN� r y RITY PLAN SCALE: 1/4" x T } tier 3;r SEAL JUN b 8 1988 REVISIONS: JOB NO.: 88013 DATE ISSUED: 4/1/88 DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BYE, SHEET E=12 OF SHEETS ILIA ■ wim '11 i". F Pn � K,r d F1,41 ;�1; = I KKK , J }'k' x rn+ P r•' y�. rvsw„ y 4� 'r-'`r+," HrY ] a " k r ' YA.ge i e� y$x , yr + d : � �. s3' Si 1 a # s�^' +,t q "�+' � ✓ r;;�. :�. ,�+�Cm. �1� C`�'i. J 4 f y rl 8 I v+ E V !n k f. s � r *� .tee✓., .xrrc,;. w M Ilk, a r y Y }f} f )MAL FA & SEC M. r 5 ik tr �^ �M t � �,.✓' � rk°P Fi4 5 �"M. ry �1y^ �A �4 �✓x �+ d � J i� LAN - _ 15 SCALE: m ��w X Y F I ., ' 1 SEAL JUN 08 1988 U) Lu Q o -0 O O CIO 00 � CION Q -0 Lo 66amo < c 0 w �O� U} wu- �� N D � U � m a rL REVISIONS: JOB NO.. 88013 DATE ISSUED: 4/1/88 DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: SHEET E=13 OF SHEETS CDT 8TH FLOOR 7TH FLOO 6TH FLOOR 5TH FLOOR 4TH F U- RA �B PROVIDE 120V 20A POWER - CIRCUIT EM-H 23 �4III. I �I I i ..I_ f 4 y % CDT 3RD THRU 15TH FLOORS TYPICAL OF 2ND FLOOR PROVIDE 120V 20A POWER - CIRCUIT EM-H,21 3A,6 3RD FLOOR F F SD 50 SD SD SD Z Z Z Z Z 6A, 28, C 7 A, f ! ,J i I I" i FA RISER LEGEND SYMBOL $CRIPTION CPU Central Processing Unit SCC Status Command Center CDT Communicating Dovice Transponder FZI Monitor Zam AN znrl Control Zam L_I Pull. Station SD Smoke Detector S S Speaker/Strobe combination Phone Jack QPamper Switch U flow Switch ® Duress Button IT Remote Test Station RR AHU Shut down Relay SD Duct Detector GEND . 772 # 18 TS 14 2ND FLOOR AHU-7 2"C• F F F F F F F SD SO 5D 50 SD 5 SD SD D SD SD SD D SD 50 Z AHU- 3A,B Z A B D SD SD SD CPU SCC CDT r--� I R = I R I TRL. ZAM FOR AHU A,B S S S S S S S S S S S S S , t SHUT DOWN 2"C S S(S S S S S S AHU-3/ HU-•4- A,ES, C 1ST FLOOR ELEVATOR FIRE ALARM & SECURITY RISER 'ON ROOF ,B TYPICAL EACH FLOOR NORTH STA A.,B,C SOUTH STAIR 'A,B,C SEAL v ) LU Ill—Q 04 010 U N10 °' O I C/) N 00 Cf) CV Q _ Lo CD 6 C m Iq C Lij O U � O cc W U�= LLLf J � t C O N �U�� .il REVISIONS: JOB NO.: 88013 DATE ISSUED: 4/1/88 DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: SHEET E-14 OF SHEETS -0 3/4" CONDUIT 8 JUNCTION JUNCTION BOX K TYPICAL TYPICAL. TYPICAL. V, CONDUIT L zu�ll Z 4ka itpol OW, aim w4w, el SECURITY SYS. TRIGAN Q600 (FRONT CKNDR) FA & SECURITY PANEL W CONDUIT T Y LAW A, A 3" CONDUIT,/ j� 11 fi Jr z C31 r c I III= T VISION SION RIS 2" F-m-r coNr,>ul REVISIONS. JOB NO.'. 88013 DATE ISSUED: 4/11/88 DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: a • C f3 RM WiThm,' "K, A, 1. A � 11 " I, , '—', QT y6p'�,,A L, ui " "MA A S�w nova Von OF_ ,,I ... U CO, .khojpw :.. for >1 � .W.A:. Or .� 1 Yil tit oig KI If 1, P�Pj spa VA ,Maw, 18 M �O 21 22 10 IC l Y' °l •" ''f' •,_:..I�YY Imo! 17Wiw�"r' i YWW W WMf" - • •'4tialrr a + • $.',. y LGAU'L.EN"f Lil F 6 G RATED VOLTAGE 120/208-10/3W/SN LOCATION Unit F L G RATED AMPS 150 A MOUNTING Flush DEMAND KVA 3C GFI CIRCUITS 12/14/16 BRANCH CIRCUITS Rlug—on CAT NO. _ LOAD BRKR 150 A BRKR LOAD 0 Z N DESCRIPTION ¢ y DESCRIPTION a U 0 1 3 5 7 9 Lighting 20 1 2 1 20 Receptacle Master Bed o ightmg 20 1. 4 20 —Receptacle Living ig ing 20 1 6 e 1 20 Receptacle Dinninp Roos Lighting 20 1 1 20 1 Rece tacle Bedroom 10 1 20 1 Re t 1 B d Dryer 30 2 11 12 cepac e e .o 13 14 1 20 1 Rece tole Bath 2 1 IJN 30 2 15 16 1 20 Rece to 1 AHll 60 2 7 18 1 2 Re. 19 LO 1 20 Rece cacle Kitchen 21 22 1 20 —Receptacle Refrigerator Range 60 2 3 24 1. 20 Receptacle Dishwasher 25 26 1 20 Receptacle Disnosal 27 26 1 20 Receptacle Y u , y Y Yw.V M1 , w �t?,�x,�,, fir,.. • •' s, t �.3 w 3 b lf, 6 f t .4S.Alsr. 1''� r u A Ia ��� +,•:� ea'�u v�'' r ^�£. ,S : r�.. :it ,'t2f "' r�r � � '•�• � s A a A\, 8 E 2 w t- S 4t(o THW CU IN I"C. ® F L �y7T 19 ' 20 / qr,. #10 T C.0 F IN 3/ 22 F 13,15 � 30 /240V F W.H. 07 t x� A' 10 { Io F #10 THW CU 9,11 IN 3,A4"C. /_1 7 �3 6 KI z LOAD DESCRIPTION 8 G 28 i 3 3.. 3 #6 THW CU " c„ IN I" C. I!� 20 J 20 G 22 �#10 THW CU IN 3/4-C. G 13,15 t30A/240v WATER HrEATER VP SEAL O U REVISIONS: Q co-21.08 Q 7.1.B8 JOB NO.: 88013 DATE ISSUED: 6/9/88 DRAWN BY. DESIGNED BY: CHECKED BY: APPROVED BY: SHEET E=4 OF SHEETS w Q CD U N ol 00 O = cn o ; � Cn i N Q N o > o 66 c m c Q c 0 0, qq w 0)O� U� wJ Li- u) C �UN cy) (f) O LL U i i i i i i • �-- --J L-- - -' �-- ---'-- --� `--= --� I I O o U 4 T v O�! / p O e cn O / iI ++ ------- © 00 0 O n D" REVISIONS: 01 I E E � O O I I I I O� O JOB NO.: © © 88013 DATE ISSUED: 6/9/88 DRAWN BY: L DESIGNED BY: CHECKED BY: APPROVED BY: SEAL SHEET E=5 TYPICAL ELECTRICAL FLOOR PLAN LEVEL 2 - 15 SCALE: 1/8" = 1'-0" n�O�� OF SHEETS iu s r xr'I ll �'.a .�'x. L X 7r 14 b Ylk "1" F'PS, I 1? i 1� Y� x Y 3 I� fL t A I N A✓ �✓ hd 'T i N AA� �� ��. '�s �k 1 ICI. DESCRIPTION Lithorua - -fiberglass IO1 Pole direct- burial. 1-td 411. , . . ..o -fiberglass pole, direct i IS�'1� groUnd Use 251 fiberglass pole, 5' direct burial in gro�md � I a I, v I , CONNECT TO TIMECLOCK TI (INTERMATIC- T1472 BR) AND CIRCUIT HP-2/0,28,30,32 O Q ` GENERATOR FIRE PUMP I / (4)310 THW CU. IN 2-CONDUIT FOR POOL�WHIRLPOOL EQUIPMENT PANEL °P'" 120/20811 3m/4W/SN NEMA bR 50CIRCUITS. P'" (YERIFY SIZE AND LOCATION OF EQUIPMENT 11�CONNECT TO TIME LOCK TO MAIN SWITCHBOARD, CIRCUIT $1IO,IZ IIT/Di /,u'Troww ATlr TIA1f0 s—\ LOCATEfl IN MAIN CI C!`T AI o.-. 0 SEAL C / W Q O U N O °' o N 00 QLo > l00 C W v C < C qq 0, _W O Cr) U} wLL ���� c � O N �U� T M REVISIONS: 1-88 Q 7-1 -88 JOB NO.: 88013 DATE ISSUED: 6/9/88 DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: SHEET E-9 OF SHEETS and inconspicuous manner so that all components l: {J {x with the appearance ofthebuilding. Y ;. 14 . .. be placed . 1 / *�' dx�'. �b•'�y'e � ���3'��F� tx � 5• ',ai � .� s�.'� '+',�, t': Y •°A"'£ a, w�" ,"'i� M —MR." v �.Y'. '* x �'`� Wspacing. 15 Seal - ♦ • • • 1 - _ • ' . • 5� -,,:. "$$- t+ .Y-,�*f � $'t`I .t s )1L 'kv t,`'... ,2 b'% zJ` ,ror, a�• , 3 �+'� h' i•9;gg Y ? v�r C[. Ar:�a� 2f v,' ' q �': ,�'� C: {{ d, irk � n"e,: yqF Fl �,.. 314 * a �a wedge. � `z, i�� �x t 3�rf.,ta "`� 'k '• t � f+y„�£ ,.-r � $:,�,�,c� �I x•r xf::: � d ; tti��r r.1 '. ^,�,#`T3-.. z : Vr r.. t�� .3'4h„, �. t „ 1A, "?h, .+r'�.;p;,' <"+*i F' t..„. a"' r �:ilY�'C+'k ki;�s`x"x TAx a ','r', ♦ ' �fx � tib / � �M4 x 4 d�{': g�r.'�t�, � k ,1'Y "k f � �``�' -shall 16 •miscellaneous - 1 ies All • •conduitis ��gmy�n'•.`.'j s�a"'i`t,,. £,E 'iil d}'� ,.: v"+ S t', k1{" °i:7•x,} '.. @p, r.S �. yr$pkf'..z�#,3f i t� .b ✓,k Y it Yn g! •.. f f .Yi t } „. l" s. 1" '$ f"' 4 ` ` ei*"aj' ? nK p�la. J* 'n ym,K_ rx?+ + r(, x .. •. . by - - l } r <:-,: ,; "•�`i X"iP,J�" �§ yeh{ 5 h 5 TG X £. 3i . ,r ....,. ,. -' u . .: a• ,,,, - ..._ .. x ..,.,., ." t. . w ..Contractoril Y�- , , ':,�5 ..a i.. v .... i. n .lr. nJ ,� 8 , .r, ,.. P'"^ x£^A. ih: ,. r.. L.. .... i ., .,x ^•'F�1i�.. lYP[L "^,}tPo S T t.. ++ x., a K ... ai a N, C.vp. N• .�.v d ... �^ sy.• i:._ , ,,. It � 'Fk• 'a:'S`Yw �n r •.4!a � •' ..n fir, 'It tktp l? x} 6. r a`, 1 Sei i ,i! YS^� t &��^ raining an misce ,E. E F.a✓W ..:ief.,Y ,.i° ..Y•w �yy i 4a 4 �'� • f+ i`i 1'� p• IY, '•:ti{ shall be made electrically continuous throughout • • . .,: rye .Trn�`'Ij'..ti,3f$ Fx .,r+f -,n.t° °J! *fl: �.� J a�p�•'&4 W4'"el.?�i. 3• tF< tw �`"'r #' 4} k }. d 1_,fi ,. :xnN 5' • • bolting, bywelding,clipping,• other approved methods.I,m n� 4 . y *j5 Ftr �'t}'• *¢' .a%:". MM `S^ 18 i• • penthouse ••• ••ws, louvers and frames to ` n6Y' �o}F!1`"i1;:",:1�{ � R •k. •'} Jy A. ""f�Yiy£t &: T '` �4nN S':.;' i:'^'.tig p li� 'Y'�2 }T.: lighting conductor system. r ro FM`F?tt "ri Six i�i."S rwG•i!.t.R,' c�'no �P •t' � ♦� ��' lighting protection • hereon •' prepared system19 The t 'i +�, '"�.� -',iy„ i. x k x' r' ,."f .,%`j 'A xw %��$p�,"='...' }5C, 9 x J#�t'e r'� µ?'M.' "v" .xay.: ty""'i. �£ f •;x �a.: ar� t t �^"�*' •p Y'e 5 ` ,q^7 Cu^ r•£C: ;."�. " - - • . lifillif. • _ • - *x. ;. r,. i" �i.'s r Y?i:.. as r�^.4k2:":4� ,J yt '' 3£. a.,.. t�4'- ".. t i'"rs.? :t e„ ". :.'6,ti�x*1 ,z- CWU Lgj REVISIONS: ® 7-1-88 JOB NO 88013 DATE ISSUED 6/9/88 DRAWN BY DESIGNED BY: CHECKED BY APPROVED BY SHEET E-8 OF SHEETS M® ROOF 1-2 15TH FLOOR 14TH FLOOR II I '3 " CDT 13TH FLOOR 3" PROVIDE 120V/20A POWER - CIRCUIT EM-H, 25 12TH FLOOR �. 3,A --B�` "W n �A,2B,C 11TH FLOOR ALL" \3A B 10TH FLOOR[ 7TH FLOOR I 3A ,B F F SD SD SD 6A 213 C A,B so SD Q 5D I 2ND FLOOR 3A B F F F F F F CPU SCC CDT S S S S S 5; 1ST FLOOR �i W111, A, , OP r N P 310M Z17-1 IZI I TT AHU-3/ FA RISER LEGEND SYMBOL DESCRIPT CPU Central Processing Unit SCC Status Command Center r< CDT Communicating Device Transpc Cl Monitor. Zam i fr MTRL ZAM Control Zam Pull Station SD Smoke Detector $ $ Speaker/Strobe combination ♦ Phone Jack � L=" Tamper Switch lO' Plow switch D® Duress Dutton ❑I Remote Test Station ® AHU Shut down Relay SD Duct Detector 4 WIRE LEGEND A: JM40772 #18 T8, B: {2)#14_. ., a t i II i^ 1 I ^ r �L �i. FIRE_ALARM _ a *RISER SEAL N �C a)o W C m cv N L 01 U Iq LL J C O cy) U} O cV U c; 71, LL u REVISIONS: A 7.1 .88 JOB NO.: 88013 DATE ISSUED: 6/9/88 DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: SHEET E-14 OF SHEETS I 1 =ia I i IT d Y) ..� k 7�J F bA, y i y 4 _�'l• r _ J PLUMBING LEGEND IN ' _1 SYMBOL DESCRIPTION �•�� ------ Line run in ceiling. (dashed) e Line run underground. (solid) __-L`_— Condensate drain line. -T&P-- Water heater drain part Line. i ---W- Potable water line. ' —FS— Fire sprinkler line. I Fixture type. a s Riser type _vim i7777777, Jl 4-11 TOE � Y it I 1 ir I a a r f 3 r i I I I I I P$ - N.b q � 3' WATER TO SO. P2 P$ 5 Ttp / HALF OF BLDG• P' P2 13 3 W PI PI P3 PI 7777 P4 s w 3 P3 / 15 ss �I 12 Pro SUMP PUMP Im v W-11111 d Iv N rA � S 5 22 w H a. SEAL i0 1-y JOB NO.: 88013 DATE ISSUED. 6/9/88 DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: SHEET P=1 OF SHEETS i .. ♦ f. Sf ¢l' t-v j, '�y tom, Z3, }n. i I 4 }� ,.yf�= _ 3 w h j: f •• i i aEfS 4"� F i l 4 1 { F. k S F12E SPRIf`1KLE2 TYPICAL PLUMBING PLAN - (LEVEL 2-1 <n S mllm n I �I NFIV LA 0 REVISIONS: NO.: T 6L O U 5