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Regency Island Dunes 94-03714, 95-02331
EMMMMNL— FOLEYAND ASSOCIATES CONSTRUCTION COMPANY, INC. 8657. SP1)TR OCEAI: DRIVE - JENSEN BEACH, FLORIDA 34957 TELEPHONE: 407-229-8110 - FAX: 407-229-0385 May 30, 1995 'I St. Lucie County Dept. of Community Development Building Codes Division Attn: Mr. Chuck McDermott 2300 Virginia Avenue, Rm. 210 Ft. Pierce, FL 32982 Dear Mr. McDermott: Let this letter confirm that an agreement has been made with Fastrac Electric to remove all of their personnel from this site effective May 25, 1995. �- ssc �GL04+ We request that electrical permit #94-05585 be transferred to Pride Electrical Contractors, qualified by Walter Pride c/c# 00853 as soon as possible. Please see attached copy of Building Permit Subcontractor Agreement for Pride Electric. Should you have a question, or need additional information, please give me a call at (407) 229-8100. /UV C Jain • 9S 0Zz / Sincerely, Sr C);,) L/ 6 DICK CHASE Project Manager DC/jk Attachment cc: File (DC530A) A Construction Service Corporation Dedicated to Excellence ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 00 l ? State of Florida Certification Number (B applicable)i tJ **Yrkkkk*k*it**kkk***xxkh*h*xk#kk*tth*#khkh*h*4*kh*xk***k4hh*h4k**h4kk**xxRh**xk**x**x#k has agreed to be the %a12 i C A I sub -contractor for ss cx > a'S' Zjcr (type of construction trade) (name of 46 prime contractor) for the project located at g65-0 S, Nr'h') DA It is understood that, (street address or property tax ID #) If there is any change of status regarding our participation with the above mentioned project, I will immediately advises the Community Development Department (Growth Management Division) of St. Lucie County by personally filing a Change of Contractor Form (SLCCD'V FORM NO. 004-00). wk**xxx+t+t*nxxkxxkkxxxxrxxwxxxx*xxxwxxxx*xxxxxxxxxwwwxxxxxxaxxxx*xxx+rxhxxxxxxxxxhxxxhx BUSINESS QUALIFIER (original signatures required): 11 mzm business name: address: oity,state,zip: phone: print name SL0CDV FORM No.: oo2.00 PERMIT # ISSUE DATE ✓" /FO AND ASSOCIATESCONSTRUCTION COMPANY,, INC. 8652 13111 OCEAN DRIVE - JENSEN BEACH, FLORIDA 34957 rEL PHONE: 407-229-8110 FAX: 407-229-0385 f il ).1995 St. tucie County D6F t. of Community Development Buil ding Codes Division Att : Mr. Chuck McDermott 23 Virginia Avenue, Rm. 210 Ft. fierce, FL 32982 Mr. McDermott: Let this letter confirm that an agreement has been made with Fastrac Electric to rerr Dve all of their personnel from this site effective May 25, 1995. Sic Z-64. , We request that electrical permit #94-05585 b transferred to Pride Electrical Coi tractors, qualified by Walter Pride c%# 00853 as soon as possible. Please see a hed copy of Building Permit Subcontractor Agreement for Pride Electric. Sh uld you have a question, or need additional information, please give me a call at (407)229-8100. m&•l pin 19s M�3l�3�G f'-cT��,yz/ Si rely, ak(lca. D11 K CHASE Pr ject Manager 'DC 'k Att chment Ec: File (D(1S30A) i qS-6:2 10 1 i l A Construction Service Corporation Dedicated to Excellence ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT - t ! , 6'rwl" "4 of oloj IN Lucie County Contractor Certification Number. 00 /�s3 ate of Florida Certification Number (d appiicablo)'. N!% PP;a(= Lem has agreed to be /- (oomp"fiindividual name) he G���/h; c 0 , sub -contractor for 12;i1C3y i`.�ss.;� (type of oonsbucdon trade) (norneof tM pdm e ) or the project located at .50 5. ocPn"i Zxr�?, It is understood that, (street address or property tax ID #) ff there is any change of status regarding our participation with the above mentioned I will immediately advise the Community Development Department (Growth Management Division) of St. Lucie County by personally fling a Change of Contractor Form (SLCCDV FORM NO.004-00). BUSINESS QUALIFIER (original signatures required): signature business name: j address: city,state,zip: phone: PERMIT # print rimedate G;/Z%C'4 1, ISSUE DATE SLCCDV FORM NO.: 002-00 ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT BUa DING PERMrr SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number. State Of Florida Certification Number (if applicable)i '/ the %6A " e-f1 ftype of construction trade) O �?5"3 - Nli has agreed to be name) sub -contractor for >�ey V-' sec es (name of the prime contractor) for the project located at '5--6550 5. dcerrN Dfz. It is understood that, (street address or properly tax ID #) if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Community Development Department (Growth Management Division) of St. Lucie County by personally filing a Change of Contractor Fortin (SLCCDV FORM NO.004.00). *******4*******f****4********'**it***Y*fi4***h**44***44*****4***4**Yh*******4****Y**4*Yfi BUSINESS QUALIFIER (original signatures required): s gnature print name date business name: address: city,state,zip: phone: PERMrr # ISSUE DATE Z OLTT ��, v L 1 AND ASSOCIATES CONSTRUCTION COMPANY, INC. 8652 SOUTH OCEAN DRIVE - JENSEN BEACH, FLORIDA 34957 TELEPHONE: 407-229-8110 - FAX: 407-229-0385 May 30, 1995 t. Lucie County jDept. of Community Development jBuilding Codes Division Attn: Mr. Chuck McDermott: 300 Virginia Avenue, Rm. 210 Ft. Pierce, FL 32982 tear Mr. McDermott: t this letter confirm that an agreement has been made with Fastrac Electric to move all of their personnel from this site effective May 25, 1995. e request that electrical permit #94®5 be transferred to Pride Electrical Contractors, qualified by Walter Pride c/c# 00853 as soon as possible. Please see attached copy of Building Permit Subcontractor Agreement for Pride Electric. Should you have a question, or need additional information, please give me a call at (407)229-8100. Si rely, DICK CHASE Project Manager DC/jk Attachment cc: File (DCL530A) A Construction Service Corporation Dedicated to Excellence BUILDING PLAN CHECK ST'. LUCIE COUNTY -FORT PIERCE FIRE PREVENTION BUREAU J I FORT PIERCE, FLORIDA TELEPHONE 407-467-2312 FAX 407-467-2325 JURISDICTION: St. Lucie County PROJECT NA E: REGENCY ISLAND DUNES II CONTRACT M. J. Haggerty Inc. ARCHITECT: Powel Design Group OWNER: Atlantic Gulf Community LOCATION: 8650 S. Ocean Dr. PLAN NUMBER #6399 BUILDINGDEPT. NO. 41036 PHONE NUMBER 407-229-1100 PHONE NUMBER 407-644-0008 DATE RECEIVED 6-22-94 6-27-94 BUILDING SI E 215,576 sq. ft. TOTAL NUMBER OF STORIES 13 72 units. OCCUPANCY TYPE: Residential/condominium BUILDING HEIGHT 135 ft +pent- CONSTRUCT ON TYPE: SBCCI LI house FIRE A. Automatic 1. Permi a. T 0 s 1 b. T c CJ P d.', T p f c REVIEWEDgy N FPA. 1 ON: Automatic Sprinkler Yes X No Occupancy Hazard N.F.P.A. #13. Light re Fire Marshal requires a letter from the architect record will be who is designing the sprinkler syste inkier installation is permitted until the Fire Mar contractor shall provide three (3) sets of plans a .culations to. the Fire Marshal's Office. stating who the engineer m� No underground or other s,al is in receipt of this n1d three (3) sets of hydraulic is and calculations shall be signed and sealed by thg engineer of record. engineer of record shall designate the "point of service" on an approved site 1. The "point of service" means the connection at which underground piping the sprinkler system using water as the extinguishing agent becomes used ex- ;ively for the sprinkler system. `'_-. ... RESPONSIBILITY TO NOTIFY BUREAU ON ALL It NOTICE REQUIRED ON ALL -- DA rEy' -Z%— ;;kl Sheet No. of x BUI COI 1 G PLAN CHECK ED: #6399 ST 2. 3. Installation. a. Fire protection systems contractor shall be a Florida certified contractor I or II. A certified contractor V is permitted to install the underground piping from the point of connection to one (1) foot above the finished floor. b. The fire protection systems contractor installing an automatic sprinkler system employing water as an extinguishing agent shall supervise and be responsible for the complete system except that a contractor V installing the underground pipe shall supervise and be responsible only for the portion he installs. c. If the above ground pipe is installed by a contractor other than the one who in- stalled the underground, the contractor shall be responsible to obtain a copy of the underground certificate from the underground contractor and maintain it on file before connection to the underground is made. Supervision. a. Where an approved automatic sprinkler system is provided either as a requirement or as an alterative, the system shall be supervised by a central station facility approved by the Fire Marshal of St. Lucie County. b. Where the system may be disabled by closing of valves, interruption of pwoer, etc., adequate supervision shall be provided to sound a trouble alarm when the system is deactivated to the central station facility. c. When a building fire protective signaling system is provided, activation of the automatic sprinkler system shall cause the building alarm to sound. 4.- The Fire Marshal requires thrust blocks at every turn in the underground fire main. Mechanicalrestrains are not permitted. Fi a Alarm system. 1. American Disabilities Act (ADA) 2. This occupancy is required to comply with requirements of the American Disabilities Act (ADA) , effective January 26, 1993. 3. Permitting. a. A, separate permit is required by the St. Lucie County Fire Marshal's Office. Installation shall be by a certified alarm system contractor I (EF) or a certified unlimited electrical contractor (EC or EF). b. The contractor shall furnish a copy of his State certification upon making application. c. No person shall install or operate a fire alarm system serving a building or P@rtion thereof unless a fire alarm permit in the form of a decal has been issued. CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 2 OUR NOTIq REQUIRED ON ALL INSPECTIONS VEK FD BY: UC E "r T. PIERCE F.P.B, sioNa a DATE " o %—Cy Z ORih de Island Avenue fOlc , Florida 34950 Sheet No. C-9 of Lot BUILDING PLAN CHECK CONTINUED: #6399 Applications for fire alarm permits shall be made to the St. Lucie County Tax Collector on forms provided by the Tax Collector. The application shall be signed by the alarm user. d. Further requirement will be applied at the time of permitting. e. Visual alarm indicating devices shall be equipped with visual signals for hearing impaired in all public areas and private units sold or rented to occupants with a hearing impairment. C. Emergency Generator. 1. NFPA 110, 5-2 Energy converters shall be located in a separate service room dedicated to emergency power source, separated form the remainder of the building by fire separations having a two (2) hour fire rating. Rooms shall not be shared with other equipment or electrical service equipment not part of the emergency power system. 2. Fuel Supply. a. An integral tank is shown on E-9. b. NFPA 110, 5-9.5 Integral tanks of 60 gallon diesel fuel or less capacity shall be allowed inside structures. c. Supply tank of a large capacity may be provided but fill and vents shall terminate to the outside. NFPA #30. Outside above ground tanks, either double walls or with a containment area, are also permitted. D. Stairway Identification. 1. Stairs serving four or more stories shall be provided with a sign within the enclosure at each floor landing. The sign shall indicate the floor leve, terminus of the top and bottom of the stair enclosures, and the identification of the stair. The sign shall also state the floor level of and the direction to exit discharge. The sign shall be inside the enclosure located approximately 5' above the floor landing in a position that is readily visible. NFPA #1. 2. Roof access or no roof access shall be designated by the words "ROOF ACCESS" or "NO ROOF ACCESS" and be placed under the stairway identification letter. Lettering shall be a minimum of 1" high, bold, black lettering. 3. The floor level number shall be placed in the middle of the sign in minimum 5" high, bold, black lettering. 4. The lower and upper terminus of the stairway shall be placed at the bottom of the sign in minimum 1" high block lettering. CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS' 24 OUR NOTICE REQUIRED ON ALL INSPECTIONS REVIEWED BY: DATES J° SIGMA U ST. LUCIE C PIERCE F.P.B. 2400 Rhode Island Avenue Sheet N o. of Ft. Pierce, Florida 34950 BUILDING PLAN CHECK CONTINUED: #6399 First Floor Plan Sheet A-4. The communicating space described in 101-6.2.4.5(c) covers the entire first floor. Smoke stop doors are not provided in the corridors. Provide smoke stop doors at the intersection of lobby or provide a smoke detection system for the corridor area. This is permitted as an alternative by NFPA. H. Doors. 1. The exterior door from the trash room shall be a Class C 1 1/2 hour rated assembly. These are doors G-104 and G-113. If a fire would develop in the trash rooms, the f re would interfere with the exit discharge from the exits. 2. A 1 interior corridor doros shall be a minimum of Class E 20 minute rated assembly. T is is a requirement of the Building Code. 3. Dior G-112 is shown as a "C" label. Should be a "B" 1 1/2 hour. 4. D or G-101 shown as N/A should be "E" 20 minute rated. 5. Dfoor G-102 shown as N/A should be "E" 20 minute rated. 6. dpor G-116 shown as N/A should be "B" 1/1/2 hour rated. 7. or F-134 shown as "C" 1 hour should be "B" 1/1/2 hour rated. I. Kitc n Range - Sheet A-16. 1. C;ommercial cooking equipment shall be installed in accordance with NFPA #96, Standard for the installation of equipment for the removal of smoke and grease laden vapors from commercial cooking equipment. a. Residential type ranges used in commercial buildings are considered the same as commercial equipment. b. All commercial hoods, ducts, and surface areas shall be protected with a fixed fire extinguishing system. c. Activation of the fixed extinguishing system shall initiate the general fire alarm. d. A pre-engineered fire protection system shall be required for hood, duct, and surface cooking devices. Cooking equipment, such as deep fat fryers, ranges, griddles, and broilers that may be a source of ignition of grease in the hood, grease removal device, or duct shall be protected in accordance with: 1. NFPA #12 Carbon dioxide extinguishing system. 2. NFPA #13 Automatic sprinkler system 3. NFPA #14 Foam water spray system 4. NFPA 317 Dry chemical extinguishing system e. The contractor shall provide a set of as -built drawings at the time of the final inspection for the Fire Marshal. CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 24 H PUR NOTICE EQUIRED ON ALL INSPECTIONS REV7IWED By: ST LUCIE CO.- IERCEF.P.g. sicNn a DATE S GY 2400 Rhode Is Ft. Pierce, Florida 34950Ue Sheet No. -, of ■ BUILDING PLAN CHECK CONTINUED: #6399 J. Manager's Apartment. Provide a smoke detector outside the bedroom. Detector shall be wired to the building's electrical system. K. LP Gas System, 1£ used for cooking,installation requires separate permit from Fire Marshal's Office. L. Emergency lighting required for all means of egress, corridors, stairways, and exit discharge M. Fire Extinguishers. 1. Provide a 2A-IOBC rated fire extinguisher for public places, corridors, apartment corridors, etc. 2. Provide a minimum of a 40BC rated fire extinguisher for kitchen area. 3. Provide a 3A-40BC rated fire extinguisher for each level of garage. 4. The maximum travel distance to reach an extinguisher is 75'. CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS ! 241 Hi REVIEWED BY: ST. LUCIE CO. ERCE F.P.B. 2400 Rhode Is Avenue Ft. Pierce, Florida 34950 REQUIRED ON ALL INSPECTIONS czz DATE—" - % *7- 4 of � Sheet No. - F, Ir REGENCY I S " N D DUN $ July 12, 1994 ST. LUCIE COUNTY Building Department 2300 Virginia Avenue: Fort Pierce, Florida 34982 RE: Regency Island Dunes To Whom It May Concern: This letter is to advise you that Regency Island Dunes is changing the General Contractor on their building permit from M.J. Haggerty, Inc. to: Foley and Associates Construction Company, Inc. 735 Fentress Blvd. Post Office Box 11650 Daytona Beach, Florida 32120-1650 (904) 274-1111 If I can provide any additional information regarding this matter, please do,not hesitate to contact me at (407) 229-1110. Managing Director Before me personally appeared Patrick E. Sessions to me well known and known to me to the the person who executed the foregoing instrument, and acknowledged to and before me that he executed said instrument for the purposes therein expressed. Witness my and and official seal. this 12th day of July, 1994. „„ �g8' '^N3 KELLY NCELWEE 1 ;•y, .�s MY COMMISSION 100 147SB EXPIRES Notary Public, State of Florida ;grM4 September 30, 1995 'f6V L SOWED TNRU TROY FAIN INSURANCE, INC. M.wmn Y. U4-Atr5 Vajfts revLew 8650 South Ocean Drive, Jensen Beach, Florida 34957 (800)231-7877•(407)229-1110•FAX: (407)229-0811 I' �I REQUIRED INFORMATION � FOR FIRE PREMMON PLAN RKVIEW A. PERMIT INFORMATION 1. Permit maiberai z/103a. 0Ccupants15L.&%3 UWC-. ,T- _3. z,ocations 86Sa oXC&At,A2 (Street) R 5 J 6,a c4 Fl 3 4-q R 4. Bay/Suite EYF �Iq 5. sf dTT 229-///a GoceG� y Contractors ' ! J. 9Ayr.c-L2j.1fjC.-_ Phones 80 - z1P -q�� 6, Architect/Engineer i Qw 7b e;5 tra 0GP. Phoney 4ol- 0+4- 00o8/ 7. Building Owner s r eUUc acN 1SLANt> ho 0 4RLUjv77C�&F 6&& t pep s. shell Constructions Tenant Improvements / Complete Buildings V i B. BUILDING INFORMATION. 1. p 72 U" IT5 Occupancy Type0.ES, 8. Construction Types r 3. Building Sizes 2/ 4. Number of stories$ „ 5. Automatic Sprinkler Systems yes s No ✓ 6. C nts l or as�ump ions s a. a p C au. 4 axe12 u edit Tit tit c i ST LUCIE 'COUNTY ROAD IMPACT FEE CALCULATION FORM Name of Feepayer '-lam Address Date, Permit # Road Benefit and Collection Zone 1p The impact fee calculated herein has been determined based on the fee schedule adopted in St P p Lucie County_ Ordinance 85-10, effective February 1, 1986 ---------- ----------- I-- IMPACT FEE CALCULATIONS LAND USE FEE PER TOTAL TYPE UNIT IMPACT FEE # UNITS 7� # SQ FT (1000) II # PARKING SPACES' # STUDENTS cK) 19?a 4 98 q f°PI d i� II IN SECTIONS4 III 354 TOWNSHIP 36 SOUTH, RANGE `41 EAST, ST Ij GO I!q u IT IT IT T u 'n IISIT i, I 11 s �ip� �y ti [[ I' 1 .�NTY , FLORIDA r �li I a } : �u Ir u'i, . , .. f INDEX TO DRAWINGS ITT Ik, .z !. DWG. �'�I' DESCRIPTION N0. 1 COVER SHEET I } 2 EXISTING CONDITIONS t Flllt I 3 SITE DIMENSION PLAN IYI� 4&5 SITE DEVELOPMENT PLAN 1i ITT F.�I T6&7 STATE ROAD A-1-A IMPROVEMENTS It t I 8 SEWER PROFILE 11 TT 1 TT, �� F 9 PAVING DETAILSIT I I�. I 10 DRAINAGE DETAILS IT I I 't <� 11 SEWER DETAILS t n t 2 AT DETAILS lik ri! I� s I 1.3 V Ay IirFl j A ` i IT TTiTT ,:1 i Y ;`fin F F 1 h�J'•. _+ .. IT IT nFn. IT PREPARED BY ' r:'�Y... "_ �` x , , a.� x Y � 3 Fk3 ail *- nr M { , SOUTH HU CHINSON ISLAND { —T ST. LUCIE CO r ISLAND DUNES 9107 SHEET 1 OF 12 Graphic locations Of the 0.0 elevation line and seasonal high water line are based on actual field locatio" taken on 11-21-89 by this office. .'f w } SET /Rost/ RUD C,av Alo. 3333 L /FT S7,47-/Ort/ �? STATE oG git/E COORIJ/NOTES 7 -,9 5L ¢ . 935 \LEC 2n/EL � RMSOLE F / �7B 'I7/3. 430 A / �4. ��. FOC/N� .Dit/l4 �GfONUiIi(Eit/T F0 77 4 - oc� m SET /RON Roa 8 li/gLL '' u- (D G� ,< C 4 P it/O. 3333 -- — -- - 3l/7 L/T22'3/ "E' . /473. / 24" CMP W/M/TE2ED Eit/DS TR.4 ✓E�4sE �+ co 9 ,o.�vE,GfEi(/ Cc795 Gl�- \ V IY r t p p 11, u+� av°°fY1k1z' yllr f I AI, . r — Re Aslandl?zmer yenry SOUTH HOTGHIN60N ISLAND' + ST, WCIE COUNTY PC g v h.: c EXISTING CON ITIOWSS ENGINEERS YORS DOT SCALE JOB NO. 605 -'NIA AVE.,SUITE 15 2.OF 12 ____.. FORT'. �RCE,FLA. 34982 11-27-89 /��-40� 1793 S 21'31'53" E S 21`31'51 50.01' 58.38' i 4s. b I f Y' Wm ' f 1 tj n +3 kT „� 1 $� I G 5 t 4 t i a r . CURVE RADIU LENGTH DELTA Ct 5.00 5.71 65'22 46 C2 6.71 8.15 69.3714 C3 5.00' 7.85 90'00 00 C4 5.00 19.22 73'23 54 C5 0.00 25.62 73.23 54 C6 0.00 24.30 69-3714 C7 5.00 18.23 69'3714 C8 5.00 68.20 111'39 09 C9 5.00' 9.52 90'34 33 C10 0.00 79.04 90'34'33 C11 4.50 47.12 1 80-0000 C12 4.50 47.12 180-00 00 C13 0.00 79.04' 90'34'33 C14 5.00 39.52 0'34'33 C15 5.00' 3.93' 45'00 00 C16 5.00 3,93 45'00 00 C17 0.00 7.85 45'00 00 LINE I DIRECTION DISTANCE Li N 00'00 22 W 12.78 L2 S 20'23 08 E 2.33 L3 N 89'59 38" E 2.14' L4 S 2436 52 W 12.43 1n ... . .... mill s. x w. ,:ue:m rcw'.n:w vi ea r+aanmxma wvve.om m.maw . q1 k u r.; iv r !n V, LO W „ cn I I I O VI N 20'23'08" W 17.00' i 11 N `f ,...I u u�ti S In THE ADMIRAL IF FILE REF. FIELD BK./ G. „-- CONSULTING INFERS - R E V I S I O N S - BY DATE BY DATE �a - 107HC_DWG NG ENGINEERS REVISED BUILDING ENVELOPES GWR 12-7 DESIGNED .'z �r LANDS REV. DUNEWALK PARKING GARAGE AND GUARDHOUSE EBC 2 21 9 CALCS. SURVEYORS _._..-.-... ..__..._. ............_.__.._. _. .. -_............ ___. ..-_-:::. ..........._____.._.....-- TERPENING INC. 805 VIRGINIA AV., SUITE 15 REV. ENTRANCE WALK O POOL AREA ADDED SECURITY GATES RG -25- 4 D_R.....AWN ................. __..-._. ..--...-...-� ..._... .._ ___. ... ..... .. ... FORT PIERCE, FLORIDA 34982 DETAILED (407) 464-3537--........... ...... ..... . - CHECKED APPROVED r'E DIMENSION PLAN DATE: 5-11-92 HORIZ. SCALE: 1 "=40' VERT. SCALE: N/A JOB No. 9107 SHEET 3 OF 12 APPROVED m p. MAI u vto'k�u 15�95' N" I AIN 1 0 1,1-1 --SEE ARCHIIECiURAL FLANS I -OH GARAGE GRADING HLAN LEGEND: 15" 15, 7 ABXND�41ST. 7.45' Fm7l I I WATER MAIN G.V. = GATE VALVE 7.52 14 oS.S. SANITARY SEWER SERVICE l 774' CONST. 84 0 EXFII TRA R.W.L. = RAINWATER LEADER 7. 2 7.24' —ABANDON EXISTING TRENCdONST. 6" TEE = 3' CURB TRANSITION 2-1/2" FORCE MAIN —6" G.V.'S C TION TRENCH --9— I Ail EXFILTRAT10N TRENCH CONST.6" CONST. 124 LF OF EXFILTRA 01 7.62 RAISED SD-6 --Z B.S.P. = BACTERIOLOGICAL SAMPLING POINT 711 7.12 CURB P.I.V. POST INDICATOR VALVE CONST. 6" SD-7 SD-7A CONST. 3" METER A�SEM.:::: (PRATT 8" PIVA FM-5 OR lu —/7.64' A 7.14' 90* BEND 3' CURB TRAIN APPROVED EQUAL) :1 R %- I 1�1 Ago, IRE MAIN PER S I EBC 1-p'- L-I f L-IN & 'LCFD 805 VIRGINIA AV., SUITE 15 ... .... 1--.- ...... - ......... .............. ........................ ...... .... ... ...... ... FORT PIERCE, FLORIDA 34982 ADDED 1" STUB W/ CAP AND GATE,RGM 4-26 9107 lu �E JOB No. NC. SITE DEVELOPMENT PLAN CHECKED ENING,i (407) 464-3537 .......... SHEET OF12 APPROVED 5 ---- y � [ I STA. 10+00.00 BEGIN CONSTRUCTION it It! till MATCH EXISTIN&, vIlt 'i Ri ij !J� SITE PLAN niMFN InN j t MATCH EXIST SWALE CONST. 64 L.F. OF 14"x23" R( P W/ CONC. M.E. PER D.O.T. INC -__X RAW LINE d NO, 272 (2:1 SLOPE) 12'[ INV. 3.0 INV. 0 12' INV. 3.0 1_� vzzl F/-/- Z_ z ZZ-/-/-/-ZZ- ri-1-1-z Z-ZI-A�l-Zl-l-l-ZZ-Z-I-1-1-Zl-l�l-IZI-I-1-11 111117;1111_1z f. k i II 4 'r li II I. J STATE ROAD A-1-A LIMITS OF OVERLAY CROSS HATCH REPRESENTS AREA OF R`/ tl: WIDENING IN RIGHT OF WAY (SEE TYPICAL SECTION SHEET 7 FOR CONST. DETAILS) V PAVING & DRAINAGE PLAN d JIII J Y III Jt: jr CONSULTING ENGINEERS EPPER & LAND SURVEYORS J �IJLI 805 ARGINIA AV., SUITE 15 FORT PIERCE, FLORIDA 34982 TER P__NINGINC. (407) 464-3537 --- ----- ---- no 180' O — — — — — — — — — — — — — C14 ------------------------ STA. 21+24.10 END CONSTRUCTION M.AT H N M J ADMIRAL` SERVICE ENTRANCE I I, I' :I I I 1i I, 1, ISLAND DUNES COUNTRY CLUB i Ov vivt t K J 1/Z J&AC ( li` t , Teti 1.99' e, �` +ha.,`�I,III, 12` 0'-18' 22'-11 16'-9' lira r I(� EXISTING WIDENING SOD SEED & MULCH CONCRETE CONNECTOR 8 15'-3' PIPE �—, ' '`' ,' '� ,,. •''.t 2 hP:^� f. "" " '1:. h.� '.'. 5/8 I-G-2 FRICTION N.I DI„ I,r GbTI ";: COURSE THE 3/4" TYPE S „ FC--2 FRICTION COUR '+ , TYPES 1 OVERLAY 3/4" — AY °II SHALL EXTEND OVER i` r Ft. ?"I 4 �,j , "'t'ZI Idln4, i, .1I ,I,I ,',Ir 2-1/4" TYPE S—III .,,;� ? �I�r,d,!r'. �,' .� tl.',' ;:., :ENTIRE EXISTING AND PROPOSED ROADWAY. •.'1 '; , ,� ,'1 I .Irl ,ryi,I IEXISTING oo E a o o I t ,I PAVEMENT � o, o o "' . I .•;r, SECTION a I x Y , `�.,"< ✓, .,<'' CEMENTED CO PRIMED 8„ C COQUINA BASE (PRIMED) I I E MAX., COMPACTED TO 98% OF MAX DENSITY t SAW —CUT M14±,;r :{I AS PER A. A.S.H.T.O. T-180 .:. , 1. x _ - , i , I :,I1 F I v,ly:: „ 12 Y yl 5..',yix x ':. , ", ' '• a.- � : ,,• ,. ,i,v, 5', ': :A' .. , ,... Z : r,r.. ;rl Bf ..,,'.us " I ape, I.. ,: `, ,'.; I .I ,::< :a, ' I $ \J r I I 'YF p ,, •. Iv*a I,. I ^.t l 4^I I : r ? rru.,Ir, ',r,,I l'rG ;I �`� v 41L h�€vt pf- I ^ `:l= ;`I I rv.. ' "° v L,I,,t l SEE SHEET 4 OF 12 v STU I k r:h'r " L.STOP '. x. 1..�' '..'r °�. 4i., "»✓ I' �r ro rI:I °�,.h bF rr„.II �1i,:. 270' — 25' —) 24" WHITE 24" WHITE � 18"' YELLOW 180' r— 100' 7 " DOUBLE SOLID YELLOW it' . ,r w r Y I I y II O b I 7 in W Z J Z — I } I z L'i uJ I I PAVEMENT MARKING PLAN' {p41r 1 "=40' 1, r .,.; pk " 'I` NOTES: "r`k ' II Lita'1 , y li k.:l r 6;,;. • 1. ALL PAVEMENT MARKINGS ANCS .. , AN WITH THE FLORIDA r !' SHALL BE IN ACCORDANCE .+I ^ ._ I MI I k MF I II 11. ^ 1..V " :, ., "' DEPARTMENT OF TRANSPORTA IC AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES STANDARDS,,,it t.' x I 2. ALL PAVEMENT MARKINGS SHALL E THERMOPLASTIC IN ACCORDANCE WITH THE F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND E RIDGE CONSTRUCTION, 1991, SECTION 711, AND SHALL BE PLACED A5;x= it SHOWN IN THE F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS, INDEX N0. 17346. w,:ktiry 3. REFLECTIVE PAVEMENT MARKERS, „t HALL BE INSTALLED IN ACCORDANCE WITH THE F.D.O.T. STANDARD k SPECIFICATIONS FOR ROAD AN IDGE CONSTRUCTION, SECTION 706, AND SHALL BE PLACED AS SHOWN ; " x I• "I IN THE F.D.O.T. k ,: ROADWAY A FFIC DESIGN STANDARDS, INDEX NO.17352. „'s„ r ,Y x M v jCOMPUTER FILE REF.I, FIELD BK./PG.�I{II I IF — R E V I S I 0 N S— BY DATE BY DATE CONSULTING ENGINEERS G.T. �egencyf an 7D0T2.DWG ��r"'= I LIWxf Is '- "`, "': ,,:` TAPER LENGTHS AND LOCATION : EBC 7/30/92 DESIGNED _ ,dunes - & ' 4 LAND SURVEYORS REV MAIN ENTRANCE. k M { r......... , RGM 4 26 9 CALCS. .._ _. ...._ CULP ," PPER & DRAWN -. d .... ..... 805 VIRGINIA AV., SUITE 15 .. .. iA + a+uJb-W 1 p u v 1 w � .4 „.,.., ..... FORT PIERCE, FLORIDA 34982 �: re�I k t N ti anStarxxsa4'�� DETAILED STATE ROAD A-1—A IMPROVEMENTS TERPEN�NG,INC. (407) 464-3537 CHECKED . ....... ... APPROVED .. _.. t � . 7 L DATE: 5-11-92 HORIZ. VERT. SCALE: 1"-40' SCALE: N/A JOB No. 9107 SHEET 7 OF 12 12_ 0 m ------ ----- U a. rl�k J. Lli J 14' 14 Q —SD—]2 K 12 N N fA - V1 N i y, Ito [ I I f f k 4 t V II. tk vl I r a I IS i,J a. t I 4 J III , ; f 1 5 � .i 0+00 f I tl 2+00 iiI1+00 11--iI 3 00 CONST. 76 LF OF 8" PVC SANITARY SEWER T—® 0,40% CONST. 6" PVC WATER MAIN CONST. 2-1 /2" —1, PVC FORCE MAIN F FLOOR OF N PARKING I I I I a b 'I G A RAGE I I r� b N;> II ,b II JI: I ..t i •<.. II I VAL1,- w . ; > i RETANING4WALL PER Z;wSTRUCTURAL PLANS o wz z z_ >zx z `� F f. 76 L.F. OF 8" PVC—/ ARY SEWER 6.0.40% BY I DATE i,z 18 n CONST. 8" PVC FIRE. MAIN TIE—IN FIRE tr CUT EXIST. W.M. AND TIE IN NEW MAI u 1 1 I I I I I I 1 I I 1 1 1 1 I I I 1 1 1 1 1 1 2-1/2" 45' BEND j 1 I 1 , MAI NOTE' STATIONS SHOWN HEREON ARE FOR PURPOSES OF RELATING DISTANCES FROM MANHOLE TO MANHOLE AND DO NOT REFLECT ANY CENTERLINE OR BASELINE STATIONING. .. �.. o, 12 I �>II3 '.. z_p H ISHED GRADE to G ADE x :2 z z ' w _ 8 t -k lip 8+00 7 EWER PROFILE Itt, fi. Kt �> DATE: 5 HORIZ. SC ,:: 1 "=20' VERT. SCALE: 1"=4' JOB No. 9107 SHEET 8 OF 1 2 =1 LL LL 0 0 >; 4r w z 'K 31115 W, — PARKING STALL — 2 to 'N' III r II II 45* II II III 2— 3 BARS, 5'-6" LONG II II II II II II II - NO. 4 BARS, 18" LONG (2) EMBEDDED IN PAVEMENT SECTION A -A VARIES SEE PLAN TYPICAL PARKING STALL WHEELSTOP DETAIL AgenryIslandAines I"A'VING DETAILS DATE: 5-11-92 HORIZ. SCALE: N.T.S. VERT. SCALE: N.T.S. JOB No. 9107 SHEET 9 OF12 F I rI I I s 'r u n Cq N MAX. SIZE D E R.C.P. S 0" 1 11" 18^/24^ I -4" 1 �-5' 24'/42' ATION EE D.O.T. NDEX 0. 32 II "I I HAMF ED /4" R FO DA ON CAR W LS DOWN TO VE WI C AN SAND. �Ta�� IFAMIMMC i 5 I I �° �' ", t i I ., 4 �: , A. A `rI ,. s l ,: s r,Iks;.kl .I, `r Irl , w ;, 1,,, }I� irr 'I ,"ft I ',, �. I rl(` 1y` 'I,: i' . �, I 1 7C!H N —BLOCK ,'�'.,, " II FILL W z 'ROCK CONC. ETE 4,,., _ ,+,t, A i"° ,j 1 'I .I III rIIIt' ! `P. �, :(� t I ... k STUCCO ARCITECT S ECIFICATION �. ,. 'Y ` i 0 I: :� " BRICK OR i0 I ,y 0 N-REINFORCED ONCRETE OR ` F CED " REIN OR ONCRETE , FILL C l 1 TH > �„ if, PEAR C CRF,, I 1 3-6"OR I 4 - DIA. 0 I k4 DO '• O 16 ;O„tC.'; ONE CAGE #4 O 12" CTRS. 1 BOTH WAYS IN CEN R 1/3 OF • (CONCRETE WALL a`I. { , . �. •1 I 1 ° ����� ` ^ iY , Iry��� �� , `a 1 , r .� _ • —• ��� �\ t� it! J �> I:I. '. ,'' I #4 BARS O ".<CTRS. I ,\ r-, ,, I BOTH WAYS i\ I�, �' o TYPE „STORM MANHOLE • • I 32" 3 C04T IN F00 h1 ` BUILDING WALL --- 4 I $_ SEED & ULCH SOD I_J �. EL. 13.58'- NOTE. STUCCO COLOR I '1 SPECIFIED BY 0 �,.,, EL 14.91 i EL 8.00 EXTER IOR PRIVACY L ECTION ' i/�<\// , F.F.E. 8.5 1 EL. 6.5 � � 3 1 \\ i \�\ / i a �\ / //i. A y. '. RETAINING WALL (SEE I I , ",� „ �, STRUCTURAL PLANS) I � ° ` SECTION A— A I i I �, 4: I� } II �'� � BUILDING LINE —�i I ". _. L -! S D SEED & MULCH SOD _I I I '� 50' 6' VARIES 22.5 10' BEACH I RAILING ACCESS F.F.E. f7. — EL. 15.0 EL 14.0 i PROPOSED WALL �V I . r cl a F u.nl (SEE DETAIL) EL 8 0 ��j ` ' I I` ° NOTE: NO FILTER MATERIAL ON TRENCH BOTTOM I ..:' '. , ,x," m ," a .. N` �h �. N 1 XFILTRA TION TRENCH SECTION E ,0 N N J LL LL 0 6 U 0 n 0 u z w 0 w II "b f1.-. "° i i� EL. 6.5' 3 r i i ,1 4 k 1 E C TI 0 N B— E3 E ' I' ',,rl. 1 11� M1h 11 n� I' „^ I I 11 " �c 4 , .: 1, . A" ,�'r A II I,',I I , r n . I' III .:. i '.r I , , h `I III ., Ir. I . '�� '. °� �{ ,, .. .. . i I:',: II " :I. ^ 6.. .. �* 6, r I r, I '.i I rFn 1 .: ` : ', I _ , L^ II 1 ° IA i I �6 �I I I 'R. 1 ,.: f" . , .. " ,_+:; v. wiu, I. p : I�."" •CON L71NG �N�*i�iEERS — R E V I S I O N S $1": DATE REV SEC ONS A AND B t2-7-92 I REV SECTIONS A AND B EBC 12 21-9 CU P D suRVEYORs I ... . PPER & PRIVACY WALL SECTION RGM 5 4 94 805 RGINtA AV., SUITE 15 A00E0 EXTERIQR FORT PIERCE, FLORIDA 34982 ,^1 TERP NING,INc. (407) 464-3537 i �tY.-:,:.-, = ;` .�R°3•'`E :: BY DATE DESIGNED CALCS. DRAWN G(.✓/215-// 92 DETAILED CHECKED APPROVED ,"'. PAVING AND DRAINAGE NOTES , ;` 1. The Contractor and/or construction surveyor shall verify the elevation of the benchmark shown on construction plans. Verify all elevations of existing pavement, stubouts, and structures before starting construction and notify the Engineer if any discrepancy in elevations exist. " 2. The Contractor is herein advised that "as -built" drawings will be performed on the project which will reflect the elevation and location of all structures and improvements on the project. These "as -built" drawings will be utilized by the Engineer to determine conformance of the project to "" required tolerances as set forth by permitting and/or approving public agencies. Tolerances established by these agencies must by met in order for the project to be 1 accepted for final certification and approval. 3. Pipe lengths shown on the plan are approximate, and the governing criteria is the intended location of the drainage structure. I 4. All construction to be in accordance with the Florida Department of Transportation and/or St. Lucie County ,.:I','xequirements and specifications, as applicable. 5. Roadwork within State Road A-1-A right-of-way is subject to permitting and approval by the Florida Department of I Transportation. Disturbed areas shall be restored to their original �6. condition. All unpaved and unsodded areas disturbed during the construction shall be seeded and mulched in accordance with section 570 of the Florida Department of Transportation Specifications. Sod shall meet the requirements of Section 578 and Section 981 of the Florida i., Department of Transportation Specifications. 7..I Materials for roadway paving & drainage construction shall 'meet applicable requirements for roadway construction as 1 outlined in the Florida Department of Transportation (FOOT) I Standard Specifications, latest edition. 8.1 On -site striping shall be 4" white traffic paint (Type T-1) I lin accordance with the Florida Department of Transportation IStandard Specifications for Reflective Traffic Paint (Section 971-12). Off -site striping shall be in accordance a with the Florida Department of Transportation Standard Specifications for Reflective Traffic Paint, the Florida Department of Transportation Traffic Operations Standards, and the Manual on Uniform Traffic Control Devices, unless I' otherwise specified on the permits. All striping and markings shall be thermoplastic in FOOT right-of-ways. g,' Signing shall be "engineer grade", in accordance with the ;I Florida Department of Transportation Standard Specifications, Manual on Uniform Traffic control Devices '`sand St. Lucie County requirements. Stop signs shall be 30" i-, x 30". kr, Concrete for structures, curbs, wheel stops, parking, loading areas, and sidewalks shall have minimum 28 day compressive strength of 3000 psi. I �1�The contractor shall notify the Florida Department of Transportation at least 48 hours prior to working in their right-of-way. Permits (to be obtained by the Engineer) will be required from agency prior to construction. 121IAll areas of fill, limerock, stabilization, subgrade, etc., shall be compacted to a minimum of 98% of maximum density, I- in accordance with AASHTO T-180. j _1 � The Engineer and St. Lucie County shall be notified for inspection of subgrade, base and asphalt, at least 24 hours in advance of subsequent construction. + Concrete pipe shall meet the requirements of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, latest edition, Section 430 and Section 941. i6k .Upright handicapped signs to be provided at all handicapped parking spaces, in accordance with the Manual on Uniform r Traffic Control Devices and St. Lucie County requirements. IThe Contractor is to verify all existing stubout elevations prior to construction of on -site improvements !Coordination with building contractor is required of the site work contractor. 1'1. Erosion and Sediment Control. Contractor is responsible for providing erosion and sediment control using the latest FOOT standards. Baled hay, straw, and siltation barriers will be installed where needed to prevent siltation of adjacent property, public right-of-way, wetlands, and . waterways. These will remain in place until grassing or g p Land 7 P p.y you t aredno lon e raethreatltoeadoacent ro ert waterway.'` g Q �. �. t I 4i �{. , " r . k ti"' - A^=" '� 'F. x r { \ 'di + .T kC .� �� q I I ; rt 1 is I a fi 4+ 4 : J} � Y I � r 1 + M A ' "� ;,y� J zr 3Y 'Y �' £5 1 i So- w{ ^Jtix"u, x r. I 33 4 t r -{ M 4 i' R` q k.„ s. ! 4 } 4 k µ i, _ F., it 4 a V d^ C' as� 'r.. .. ' 1 I . >, I . DRAINAGE DETAILS DATE: 5-11-92 HORIZ. SCALE. N.T.S. VERT. SCALE: N.T.S. JOB No. 9107 SHEET 1 0 OF 1 2 0 IN UNPAVED AREAS r,r o \ OR WHEN D.O.T. a MAX. WIDTH `` SPECIFICATIONS APPLY w 12" t " X. INVERT rI 1/2 PIPE "O.D." PACK WITH "A" B" NON -SHRINKING GROUT GROUT & ASBESTOS HAND PLACED t WER QUADRANT CEMENT M.H. COUPLING I SELECT MATERIAL S - B APED TO RE ILL AND BARREL FOR FIELD INSTALLATION I, - - - + - NOTES: 1. THE CONTRACTOR SHALL COIWITH REQUIF k- NEOPRENE Boor WITH STAINLESS STEEL OF THE FLORIDA TRENCH SAFET ACT. SEE MANHOLE SCHD.� ACCESSORIES OR APPRO D�' + c" + J EQUAL SHALL BE USED , 2. INITIAL BACKFILL SHALL BE HAN PLACED TO r" FOR PRECAST MANHOLES THE PIPE. BACKFILL SHALL BE ECHANICALL TO A MINIMUM 100% OF MAXDENSITY AS STANDARD t� MANHOLE �, BY AASHTO METHOD T-99. DEPTH 5'-0" AND GREATER_ ; I F PIPE DIA. "A' "B" "C" ' BOT. SLAB "T" 8"-24" 4'-0" "8" 76" 8" 30"-36" 5'-0" I'l 188" 10" 42"-48" 6'-0" "8" 100" 12" TYPICAL TRENCH ISECTI 'I I r h i TYPICAL MANHOLE DIMENSIONS r 2 -0" NOTES: 1 r 1. MANHOLE FRAME & COVER WITH THE WORDS " SANITARY SEWER" CAST IN THE SLAB 1 -0" CLEANO COVER. U.S. FOUNDRY 170 OR APPROVED EQUAL. i.'� -` " { POURED TO GRADE POURED COVER S IN UNPAVED AREAOR APP 2. ALL CONCRETE MANHOLES TO BE 4000 P.S.I. TO MEET OR EXCE ASTI� C478 ALL CEMENT TO BE TYPE II ACID RESISTANT. REINFORCING AREA OF 0.02 - SQ. IN/FT FOR WALL SECTION MIN.. TO MEET OR EXEED ASTM A 185. 'I. ' ' ' ', • ; + r '• 3. MANHOLES SHALL HAVE TWO COATS OF COAL TAR EPDXY COATING OR APPROVED 4! , EQUAL, APPLIED TO THE INTERIOR AND EXTERIOR SURFACE. THE FIRST COAT " '. I ,•'' SHALL BE RED; THE SECOND COAT SHALL BE BLACK. MINIMUM COAT THICKNESS •'• SHALL BE 8 MILS. 6" P.V.C. 4. A MAXIMUM OF 2 LAYERS OF PRECAST CONCRETE RINGS, IF REQUIRED. •` F , Ll a 6"-45' P.V.C. ELBOW I � 8"x6"-45' P.V.C. WYE MANHOLE DETAIL Pt ur a W I � it <.k ... r....r P; 7'=:..i � ..'tl• va f. 6Iv 'M{I W€ $ L€) � - SECTION .� II 11 " l I PLAN t-NLEANOUT DETAIL I! I� o-I,' III I III I I I !l I l h ' J It hf ' NOTES: , STANDARDEP RAT ON STATEMENT FOR WATER SEW CONFL S T SEWER .'NOTES �;{ s h -� -%..r.-. «. Sanitary sewers, force mains, and storm sewe should 1. The Contractor and/or construction surveyor shall verify always cross under water mains. Sanitary sewers force the elevation of the benchmark noted on construction mains crossing water mains shall be laid to p ide a plans. Verify all elevations of existing pavement, minimum vertical distance of 18 inches between t ;`invert stubouts, and structures before starting construction and of the upper pipe and the top of the lower pipe never notify the Engineer if any discrepancy in elevations possible. exist. Where sanitary sewers and force mains must cross water 2. The Contractor is herein advised that "as -built" drawings g main with less than 18 inches vertical distance, oth the will be performed on the project which will reflect the sewer and the water main shall be constructed of ductile elevation and location of all structures and improvements io iron pipe (DIP) at the crossing. Sufficient le the of ; on the project. These "as -built" drawings will be DIP must be used to provide a minimum separatic i of 10 utilized by the Engineer to determine conformance of the 50 feet between any two joints. All joints on the wa er main project to required tolerances as set forth by permitting ;W within 20 feet of the crossing must be leak fr'e, and and/or approving public agencies. Tolerances established �= mechanically restrained. A minimum vertical cl nce of by these agencies must be met in order for the project to 50 6 inches must be maintained at the crossing. le I fy be accepted for final certification and approval. . All crossings shall be arranged so that the r pipe e 3. All construction shall be in accordance with applicable joints and the water main pipe joints are equidist nt from Florida Department of Environmental Regulation the point of crossing (pipes centered on the cross ng). I requirements and specifications. Where a new pipe conflicts with an existing pipe, shall the new 4. No field changes or deviations from design shall be made pipe shall be constructed of DIP and the crossing be, without prior approval of the Engineer. arranged to meet the requirements above. The contractor shall coordinate service grade and 3. A minimum 10-foot horizontal separation 's all be ,-' location with the building contractor. maintained between any type of sewer and water main in parallel installations whenever possible. !.#• The contractor shall contact the Engineer, the appropriate Governmental Jurisdictional agency and all In cases where it is not possible to maintain a 10-foot Utility Companies, at least 48 hours prior to OVE horizontal separation, the water main must be l "d in a i commencement of construction. ED separate trench or on an undisturbed earth shelf 'located v11NED on one side of the sewer or force main at uch an,; The contractor shall notify the Florida Department of elevation that the bottom of the water main is at 'east 18 Transportation prior to the construction within S.R. inches above the top of the sewer. A-1-A. The contractor is responsible for construction in accordance with the Florida Department of Transportation Where it is not possible to maintain a vertica[It istance permit, which will be obtained by the Engineer. of 18 inches in parallel installations, the wa er main shall be constructed of DIP with a minimum v rtical 8. Sewer force main shall be Polyvinyl Chloride conforming distance of 6 inches. The water main should always be to AWWA C-900-75 and shall be Class 150, DR-18. above the sewer. Joints on the water main s located as far apart as possible from joints on t4le iall be sewer 9a. Gravity sewer mains shall be polyvinyl chloride or force main (staggered joints). conforming to ASTM-D 3034-74, SDR-35" 3., All DIP shall be class 50 or higher. Adequate, ta+ iv* 9b. Sewer Mains, where specified as Ductile Iron Pipe shall & measures against corrosion shall be used. be class 52, double thickness cement lined and seal IDRY32-C ' coated. DUAL. I 9. Sewer force main shall be brown in color or have the words "sewer" printed permanently in brown on three sided for the length of the pipe. I 10. Fittings shall be cast or ductile iron, conforming to I AWWA C-110 and ANSI A21.11., Class 250, double thickness cement lined, and seal coated. 11. Sewer lines shall be laid on undisturbed ground, or I ground compacted to 98% of maximum density in accordance with AASHTO T-180. Backfill shall be compacted to 98% of axxmum densityin accordance with AASHTO T-180. The m i �... contractor shall submit certified density tests on each I " - 12 lift if deemed necessary by the Engineer. 1" x* ` 12. Traffic control, barricades, etc., shall be in accordance with the Florida Department of Transportation standards. 13. Minimum cover shall be 30", pipes with cover less than 1 " 30 shall be constructed of ductile iron pipe. 14. Ten feet (101) minimum horizontal and eighteen inches (1811) minimum vertical separation shall be maintained between the water and sewer lines. (See Special �Tlr'' Conditions, Sanitary Sewer Construction). 15. Disturbed areas within S.R. A-1-A shall be restored to I their original condition. All unpaved and unsodded areas I; I , I a be seeded and LLB' construction shall disturbed during11 the mulched in accordance with Section 570 of the Florida r s. tation specifications. Department of Transportation l 16. Existing utilities shall be field verified and protected by the contractor. I. 17. All gravity sewers shall have infiltration or IT exfiltration tests performed as follows: } . 1= a. Where the ground water elevation is at least 2 feet above the highest invert, infiltration shall be i I e a observed measured to determine leakage. `, I b. When the ground water elevation is less than 2 feet above the highest invert exfiltration tests shall be I performed. The system shall be filled to a minimum P Y I I , ' vert and the loss in 'of 2 feet above the hi hest a,n e'1 q � a ental testin is acce table. ter record Incr m _ w a ed C. Allowable leakage standard is 150 gal per inch of ' diameter per mile per day. , I t= - L .00 0 118DSH Where L = Leakage in Gallons r- I � IS I e 1". , 71 0 lAru F C� I FIELD BK /PC. F ILE REFJ 107DE T41 ...... ............. ....... .............. .... CULPERPER & ............ C ....... ................. ....... - ....... TERPD ING,iNc, L CONSUJING EN C-;INF RS MEM R ASSEMBLY &; I . .......... ....... LAN O SURVEY 805 VIRGINIA AV., SUITE 15 FORT PIERDE, FLORIDA 54982 (407) 464-3537 AR DETAILED CHECKED T� A�, A q! WATER DISTRIBUTION NOTEWr,,,� F % T, P 1. The Contractor and/or construction surveyor shall verify the elevation of the benchmark shown on construction plans.Verify all elevations of existing pavement x,f; stubouts, and structures before starting construction and d noti o 1 y the fy Engineer if any discrepancy in elev ion!", exist. — , -, I 2. The Contractor is herein advised that "tin will be performed on the project which will reflect s the elevation and location of all structures and improvements q on the project. These "as -built" drawings will be utilized by the Engineer to determine conformance of the project to required tolerances as set forth by permitting and/or approving public agencies. Tolerances established by these agencies must be met in order for the project to be accepted for final certification and approval. 3. All construction shall be in accordance with applicable Florida Department Of Environmental Regulation requirements and specifications. 4. No field changes or deviations from design to be made without prior approval of the Engineer and the Fort Pierce Utilities Authority. 5. Water main where specified as Polyvinyl Chloride, shall conform to AWWA C-900, pressure Class 150, DR(18). .6. Water main, where specified as Ductile Iron Pipe, shall conform to ANSI A-21.51 or AWWA C-151, and shall be Class 52 unless otherwise specified by the utility having jurisdiction or the Engineer. Water main shall be blue in color or have the words "water i main" printed permanently in blue on three sides for the length of the pipe. 8. Fittings shall be cast or ductile iron, standard body, conforming to AWWA C-110 and ANSI A21.11, Class 250, cement lined, and seal coated. 9. Gate valves shall be Mueller Resilient Seat, Kennedy Ken -Seal or approved equal. Valves shall conform to AWWA C-509 . 10. Water lines shall be laid on undisturbed ground, or ground compacted to 98% of maximum density in accordance with AASHTO T-180. Backfill shall be compacted to 98% of l, maximum density in accordance with AASHTO T-180. The contractor shall submit certified density tests on each • 12"lift as deemed necessary by the Engineer. 11. The contractor shall contact the Engineer, the appropriate Governmental Jurisdictional agency and all utility companies at least 48 hours prior to commencement of construction for coordination of any utilities. 12. Minimum cover shall be 30", pipes with cover less than 3011 shall be concrete encased or be Ductile Iron Pipe, unless otherwise directed by the Engineer. 13. Ten (10) feet minimum horizontal and eighteen (18) inches vertical separation shall be maintained between the water main and any sewer lines. (see Special conditions, - Sanitary Sewer Construction - Separation.) 14. Disturbed areas shall be restored to their original condition. All unpaved and unsodded areas disturbed during the construction shall be seeded and mulched in accordance with Section 570 of the Florida Department of Transportation specifications. 15. Existing utilities shall be field verified and protected by the contractor. 16. The contractor shall furnish as -built information to the Engineer, including locations of tees, valves, etc., requested by the Engineer. 17 The contractor shall tap existing lines under supervision of the Engineer only after preliminary testing and disinfection has been completed and approved. A 18. Service taps (Bacteria Sample Points BSP) shall be placed approximately ten feet away from gate valves, as shown, A for testing. Following testing and sterilization OC waterline, contractor shall place a brass plug inll alb.14 i�` corporation stops which were used as BSP's and remove thAkF tubing and curb stops. 0 19. Mechanical restraints to be used on all fittings. NO: A V, thrust blocks to be utilized within the system. 20. Where a water main is to be installed near a storm drain pipe a minimum of 6 inches of vertical clearance between M pipes shall be maintained unless otherwise directed by the V Engineer. �21- II All water mains, including feed line from the meter to the building, shall be tested at 150 psi for two hourstz Testing methods shall conform to AWWA C-600 requirements. Allowable leakage formula 4 1 L SDP 133,200 pf • L = Leakage in GPM % S = Length of pipe in feet,,.. L D = Diameter in Inches P = Pressure in psi Al 22. Water main shall be disinfected and approved in accordance.`' with the latest applicable Florida Department Environmental Regulation and AWWA, requirements. C-601) 23. Dedicated Fire Prevention Lines a) Where specified to be Polyvinyl Chloride, sha conform to AWWA C-900, Pressure Class 200, DR I where D.I.P., Class 52. b) Fire lines to have double check valve assembly 11itT1, detector check. C) Pressure testing of fire mains shall be at 200 psi and conform to NFPA 24 (latest) requirements. d) Fire protection lines must be installed and certified by a Contractor licensed specifically to install fire prevention mains. 40� M, M✓ Aeency,filandAines y DATE: 'W4-92 HORIZ. SCALE: N.T.S. VERT. SCALE: N.T.S. WATER DETAILS JOB No. 9107 SHEET 120F 12 P a 10% t. BY THE WD WITH crwNERts it ASSUMED TRACTOR 1�1_ -Low ris cm* A 0 j, X�U?� �3 sallmy, stow aw I UgLoligazi-Imj eXIIIIIIIF T A,* 4� *P IVI, "k �p vmo 'w MIA 2M E g1"T 1, � V IV _lK Aq It 6` kr M mVu I.V • •A tk 1; k 1 , 7qtv. ,V a&�pj m hum M Z 01 . 5 #5 VERTICAL F. W11, mall ink, #3 ROUND TIES i 1., v nh Vr 77 IV I "V k Irlill �1, 41 .... ... V t • i#-156i; iMIN Xii 3 AM" 5 v -4 aloill I � "M 4iv �i 56 I IK M, 1 1XV4 1 to) 4 • 'tom ti • 3, IV F '111"ll 51,1�1,t, 7 M"IM R, W 04 1 -- - !RS WITH oV VII Kl 13 e I :-:D, 53% t V wi, ALL IN 4L� F.1 1 19. OWN o V�• ION I Vtr,� NO I"IX, n • x. FY • F, 2l!ruyrvL, lt rya;, • 4, k� V` call 0 we, lie, At 21 �01§ 1111211111A. F'c 4000 PSL 71 03600 6 -1 1 VERTICAL HORIZONTAL HOOKED BAR ------- SIT BAR COMP TENSION TENSION DEVELOPMENT GROUTIN, SIMED AS NION GROUTING" FOR SUPPORT OF SIZIP, LAP BARS BARX SPFr-I . GENRI OPER, 7 r,,, i, � � Ik \VJ,S E-,QU1PNi1-,N F NUBJET" TO THFIZMAI M()Vt�`MENT, 93 1-0 1-0 ANP R] l.�, P! 6 0-6 0-6 M-S A N IV, PANS;,BEAR: N�,'♦ L'V OING 8' 94 1- 3 1-4 1-10 0-7 11- 1 IN! i V.� 7 t i `T�t�N 07111111 tl l7 I I ""!�Nis #5 1 2-3 0_10 MF�j #6 1-11 1-11 2-9 0-10 1-0 NOT 1NISH; 3) iilz f Ai I k) R! I! A P I NT "I N Cl FTC M N� 1:1) A ` " , r, it D" #7 2-3 2-6 3-5 0-11 1-2 GR(,t "'Itz ;1, Al: USE t FORM i t7C It; 0� A'� rf"Ns. PRE('iSION [ALL US #9 2-10 4-1 5- 1-2 -6 CON ri'� 80 WH', t%,l;' itj 1 7 GID CONSIS II-N;i Y t)! 025 SE( 10 3-2 5-3 7-4 4 1-8 L 7 l Vl 7 N[ %'i7HOf,, CRD-C611-80). REQUIRED 28D.,t) NGTHS '11 3- SHA; 1800 PSI Df S LIKINK GROUT 5000 PSI ,i. �11 34 PRECISION GROUT 6500 PSI F L =juuu PSI VERTICAL HORIZONTAL HOOKED BAR ` BAR COMP TENSION TENSION DEVELOPMENT SIZE LAP BARS BARS_ SPECT, GENRI #3 1-0 1-0 1-4 0-6 0-6 04120 CONtRETE IVAQnNTzv Np #4 1-3 1-4 1-10 0-7 0-8 ---------------------------- — --- #5 1-7 ALL MASONP, ;'ONSTRU( BF 'AT ACCORDANCE WITH "SPECIFICATION #6 1-11 1-11 2-9 0-10 1-0 FOR CONCRT i ?IASCJNRN t!?;I t "i iON", ACT 531.1-76 (REV 1983) AND ALL #7 2- 3 2- 3 3-2 0-11 1-2 APPLICAF, 0 ')ING !'WWISIONS, ALL MAS(INRY WALLS TO BE 2. 6 2-11 4-1 1- 1 1-4 CONSTRY,:: F; t 1 tkf.i,Y OF I-, CONFORMING TO P0 C tX), AND #9 2-10 3-8 5-2 1-2 1-6 REINFOR(' III', !1 #8 GAGE LADP,.1 iz `i 'THORIZONTAL MASO�,,R N K13 1, i ORCING 1 #10 3-2 4-8 6-6 1-4 1-8 LOCA7TD A i ib" A T T N1 A `,il",li"Y 1 (,1 ilIF 'LAID IN TYPE "SV' "!1, !RJ A',` PSI 4 #11 3- 6 5-9 8- 0, 1, 1-10 ONT JOB)WITH l iJ AI)ANII `4!' 1'iANTS. ALL MASONRY (iN,,_1Tk'z:CTION TO Fil ':!4FR BOI�Nb ��Y r 1 ii ANI`i COLUMN MEMBERS OR 1'!", 10 FRAME g I �o ' I"t REINFORCING A MINIMLAI OF 4" INTO RORL,�, !�L BY W,:, NCRETL TIE-COLUNIN NO F'c 6000 PSI, VERTICAL HORIZONTAL HOOKED BA BAR COMP TENSION TENSION DEVELOPMENT [711,�iiiiii iii" S 17E, VAP BARS B SPECL GENRL'04230 REINFORCEDUNIT MASONRY #3 1-0 1-0 1-4 11 0-6 0-6 --- --- - -------- — ------ -- #4 1-3 1-4 1-10 0-7 0-8 ALL REIN1Vj TION SHALL BE IN ACCORD WITH #5 1-7 1-8 - 0-8 0-10 APPLICABLE 7tiSIOVI OF COIN(Ri if REINFORCEMENT CAST -IN -PLACE r #6 1-11 1-11 2-9 0-10 1-0 CONCRETE, ANF, l"'ONCRf!"i, MASONRY. V-1-RTICAL REINFORC!'tJ(i Y0,11, ANCHOR #7 2-3 2-3 3-2 allINTO SUPPOR CO'NF'r,t.!-f1 VEMBERS A CLASS "C" I All; f Ni l H tt I'S 3" OR 2-9 3-9 FULL DEPTH ''S A 5 v, IikfOK. LAPS WITHIN R� iNP)NN it) `,!�,SONRY #9 2-10 3-4 4-8 ).2 SHALLBE48PA-, L`:)RSPALL.COORf)!\'1 Pi IlCINGOF #10 3-2 4-3 6-0 4-4 ii, VASONRY UNI1' %FRITICAL 1-6 DOWELS TO Ti);l I, TT 0 Ii l; ) 1: i,, 0i CELLS AM; l�� ',V:'! i Kf t,N't !,)P,( iN6 SHAI � BE FILLED WITH tAN',1 `FP01 IT I e.CONSIST 1 N ' R'-TE IN IT ii #8 COARS T, AG6 R' , A I i-, SE ,4 H HIGH -SLUMP i, A- t t 1 1 j) � W ERE HEIGHT OF I I i EXC 11 4', WHERE Vu HEIGHTOFOP� it Y !'P' lit-511i'MOT CELLS 1NiP1A(flNG n, THE GROITT t., St Jil, V-11li A30 LO WMINI AL !)I: i 1 "k 1 i-N 03300 CAST -IN -PLACE C LIFTS. Ai-'V,t:;,, F,! bl" REINFORCED WITH #5;&4,a r. - — — -- — ------ — -- — — ------- — ------------- TOND PLAIN ACCORDCE WITH ACT 1- CON EMT0 HAVE 28DDY COMPRESANVETRENGTHS0ASFOLALLLOWRSE:INFORCED— ALL STRUCTURAL ELEMENTS F'C = 4000 PSI UNLMS NOTED OTM13R SLAB ON GRADE: 3000 PSI CONTINUOUS WALL FOOTINGS: = 3000 PSI PILE CAPS & MATS: = 6000 PSI COLUMNS: = SEE COLUMN SCHEDULE FOR COLUMN SHEARWALLS: AND SHRWAL CTSNGTHR t 03365 POST TENSIONED CONCRETE: ------------------ — - — ----- — ----- — CONCRETE STRENGTHS AT TRANSFER OF PRESTRESS FORCE TO CONCRETE SH BE AT 3000 PSI THE TENDONS SHALL BE TENSIONED AS SOON AS POSSIBLE AFTER THIS STRENGTH IS REACHED, BUT THE TENDON MUST BE TENSIONED NO LATER THAT 3 DAYS AFTER CONCRETE PLACEMENT, ALL REQUIREMENTS AND RECOMMENDATIONS IN ACI-318-83 AND ACI-ASCE COMMITTEE 423, SHALL APPLY TO THIS WORK. ALL FORCES ARE SHOWN IN KIPS (1000 LBS) C.G.S. - INDICATES CENTER GRAVITY OF TENDONS. C.G.C. - INDICATES CENTER GRAVITY OF CONCRETE. THE CONSTRUCTION JOINT LOCATION SHALL BE LOCATED FROM THE CENTER LINE OF SUPPORT WHERE THE CGS OF THE TENDONS INTERSECT THE CGC OF THE CONCRETE. THOROUGHLY VIBRATE THE CONCRETE BEHIND ALL TENDON ANCHOR PLATES. PROVIDE BACK-UP REBARS BEHIND ALL ANCHOR PLATES AT CONCRETE EDGES AS DETAILED, SPACING OF TENDONS SHALL BE IN ACCORDANCE WITH ACT-ASCE COMMITTEE 423. PROVIDE CONCRETE COVER ON REBARS AND TENDONS UNLESS DETAILED OTHERWISE THUS: BEAMS - 2" TO PRIMARY STEEL SLABS - 3/4". THE TENDONS SHALL BE PLACED IN A PARABOLIC PROFILE WITH HIGH POINTS AT THE FACE OF SUPPORTS AND LOW POINTS AT THE CENTER OF SPAN. THE HIGH AND LOW POINTS ARE SHOWN ON PLAN AND DETAILED ON THE DRAWINGS. ADEQUATE SUPPORT BARS AND CHAIRS SHALL BE PROVIDED TO DEFINE THE TENDON PROFILE AND TENDONS SHALL BE FIRMLY TIED IN PLACE TO PREVENT DISPLACEMENT BY CONSTRUCTION LOADS AND PLACING CONCRETE. THE PLACEMENT TOLERANCE OF TENDONS SHALL BE IN ACCORDANCE WITH ACI-ASCE 423. FASTENERS IN CONCRETE SLABS, REQUIRED FOR OTHER TRADES SHALL BE CAST -IN -PLACE WHERE EVER FEASIBLE. DRILLED -IN FASTENERS MAY BE USED ONLY WHERE TENDONS ARE LOCATED MAGNETICALLY OR BY OTHER MEANS PRIOR TO DRILLING. POWDER -DRIVEN FASTENERS WITH PENETRATION OF 1/8� LESS THAN REQUIRED COVER WILL BE PERMITTED. CHLORIDE IN CONCRETE SHALL NOT BE PERMITTED. TECHNICAL NOTES: PROFILES AND FORCES BASED ON U2" DIAMETER STRANDS (7 WIRE). EFFECTIVE STRESS IN PRESTRESSING STEEL AFTER LOSSES IS ASSUMED TO BE 171 KSI WHICH SHALL BE VERIFIED OR MODIFIED BY CALCULATIONS IN ACCORD WITHACI-ASCE 423 RECOMMENDATION. YIELD STRENGTH OF PRESTRESSING STEEL = 270 KSL POST -TENSIONED FORCES SPECIFIED IN THE CONTRACT DRAWINGS ARE REQUIRED EFFECTIVE FORCES AFTER APPROPRIATE LOSSES ARE ACCOUNTED FOR. CALCULATIONS SUBMITTED WITH THE POST -TENSIONING MATERIAL SHOP DRAWINGS, SHALL INDICATE THE VALUES FOR ALL LOSSES APPROPRIATE TO THIS PROJECT FOR THE MATERIAL PROPOSED, CERTIFIED TEST DATA SUBSTANTIATING LOSS ASSUMPTIONS SHALL ALSO HE suBmr7A1191wM' 4XLD-FORMED METAI FRAMING. ----- ------- -- — -------- — -- DESIGN FABRICATION RH LION SRA1E`b To A FORTHE ',il i � 1, �!,��0ED STEEL STRUCTURA1_,vi,Nq-%,�, �v80, OR 1986 1 LUDIN� i tA'�,IENTAR) SUPPLrAAFNTARY IM tp�,JA:jeiti WELDING SHALL C(.),, � �I'v TO AWS " 1� I j, k jMT RAL )S F; DING COD! S l i 1, I. r 1, : I El " D1.3-81 AND PERT Vi<klEDt`'* I f Wk "t I TWk5, I kfll LED •UNDER Lit -, S!'J �ii�il.LING SCREWS Yt'ALL 111- 1 Q! ;I, ",I, N' )It iU ILTAX TEXS AND FA), 1, A!-! (iWABLE SERVICE LOAD CAPACITIES WITH 4:1 FACTOR OF SAFETY FROM TEST DATA. THIS IS A SYSTEM OF cjjF,,rr)kj T.,Nc-,p,,,TTiRF- C0MVONTk7S AND r-PNINrECTIONS IN ACCORD WITH ALL AP_P',;? �: ANI iARDS Or _"RSS Pi A,ti INSTITUTE, INCLUDING B-:' NOT LIMP l H 1") 1 7X "DESIGN Illti CIFI( ?It`i,ION FOR METAL PLATE CONNI FJ) WOOL) "R l VVt!-,I,,AND "IN T TERIM G11DH INNES", CSP-78 "RECOMMENI_'1:',, I t0t i-17 S`l*A.,V,;AkD, PRACIIIE," HFI`-&N'DLING AND ERECTING WO(A) BRAN,'l WOOD 1-k. SSI,S", QCM-77 "QUALITY CONTROI, N"ONUAL" AND illIk -FSSIW4AL REGULATIONS C,Dl . ,S, THE rN11PH SY`�,'f:N' IN( I All- TRL'iV:!S, CONNECTORS l`-:ikV11,`V, IVRUS. iS itk!)IGING, TEMPORkR`r' `iRACING I'OR ERECTION, A�,i KNIBLDMENrV, �H,M! M DfSi6%FD fl'i A SPECIALTY EN Iiil I Fk R SUBVii-F1 A iS BY -, 11E if A7 Pi 1"'k LN r HAS C TITER BEEN UNDERS�()kk�� HA% f J3,.P`,' A COPY OFA! t ?,�t ',' iliMM ALdkfl' BF RETAIN FOR RECORD, iV',FPiNG PURPOSE4 ! , t r aT)NS. 0�Nlf10.'V,;FNTDRAWTNGS. Ci-)\Ni( 70R CALCULATION'-, ki;( ',NS SHALL 1 VC,NrIL t i?) 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I i i I SHEARWALL COI Ink 9 W I, MI w. t 1 II I I 1 Il 1 1 I 1 1 1 II 1 I 1 Ul 1 1 1 I (11 TYPICAL SHEARWALL PILE CAP ELEVATION 45 4" 4'-6" 4'-6" 6'-11" * 6'-11 4'-6" 4._6" 4,_6„ 2,_3r m 14 10 T O �' 17— --,,-- - -- -"---`---i _t7'-0 o IffARWALL 'A 60 I O i ' I j d �I - - — - -- - - 32 PILE CAP SPECIAL (DEPTH = 66") 0' SY & F.0 I (ALL PILES ARE TENSION PILES) 1'-9", Y-2" 3'-2" ,1'-9" o,I [V O 1 -- _ OF COL. & P.C. 12#10 M _1 j OF COL. & P.C. 5 PILE CAP (DEPTH = 38") OF P.C. 1—' 4'-6" — 4'-6" r1'-9"/ bt ; m (32� I 1 . 1 \ O /\ 2 �. / '\ \ %34 Ln 1 . 15910 _ -_;-- --j-OF P.C. 17# 10 B.O.L. 71 Qt i I it 4-91/4' ((32 AND �)OPPOSITE HAND) Q 6 PILE CAP SPECIAL "C" (DEPTH = 46") FOR COLUMN DOWELS SEE COLUMN SCHEDULE TOP OF S.O.G. OR FINISH GRADE NOTE : SEE FOUNDATION PLAN FOR PILE CAP SIZES a L) rY- 3" CLR. TYP. a M h— Y ! 1 1 1 W 1 i 11 1 1 1 1 6" CONCRETE PILES 1 I 1 1 min. RE: GENERAL NOTES ! 1 1 I TYPICAL PILE CAP DETAIL 37'-4" •).-3' " 4-6' " 4'-6 rr _ rr 4 '-6 2' 11' 2 -11 4'-6'r y 4'-6"-3' i-r 12#1 —_ - T --OF- S.W. & P.C. SHEARWALL r,B„ • �� 24410 B (O.L.) �.. - N / i- OF S.W. & P.C. 24 PILE CAP SPECIAL (DEPTH = 66") IJ {ALL. PILES ARE TENSION PILES) RIVA Z � Y .00L RIVA , KLEM h 'P A R T N E R S Structural Engineers 49t4 S.W. 72 A~. 10aml, Florida 33155 Phone (305) "1-0310 IIIIIfIfifIIITIIIIIIIfIIIIIIIfIIIIIIITITIIIIIIIfTTIIIIIIIIIlk IIITfIIIIIIIIIIIIIIIIIIIfTIIIIIfIIITIIIITTIIfIIIIIfITIIIfIIIIlIIIfIIIlIf IIIIIIIIfIfIIIIIIfIfIIII, OR IIGREATER THAN 8" IIADD I�i; a ITVL IIIITIIIITLANS AND DRAWINGS tm 71CWELS A__r IIIITII IIIIIIIIIIfIInW NOW, IITIIIII;�,, 4' IIIIIIIIiffIITIIIIIIIIIIIII...... UR IIIID 3 ON Gq IE IL STA14PN SLAB ON GRADE SLABON GRA E TA vw If7 "I 7w . .... 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' SIDE PROPERTY LINE SETBACK TWO 14 STORY BUILDINGS D = [LPL + 2 (H2)] / 4 = 144 L IT X 2 SPACES PER UNIT = 2138 SPACES MAXIMUM HEIGHT 125' D = [qO + 2 (125)3 / 4 = MAN E UNIT t ,�k, — 2 SPACES TOTAL UNITS ALLOWED UNDER TO7 ACES REQUIRED" = 2g0 SPACES PREVIOUS APPROVAL = 226 85' SETBACK REQUIRED 11' UNITS PER BUILDING #2 = 72 q0' SETBACK PROVIDED 1.5 51 A S TO BE STANDARD CONSTRUCTION = 218 SPACES ` UNITS PER BUILDING #3 = 72 NORTH AND SOUTH BUILDING ALLO A E GROSS SPACES 0 / UNIT = 72 SPACES MANAGERS UNIT = I TOT kNDICAPED SPACES REQ RED = 8 SPAC S TOfil TAL PROPOSED UNITS = 145 WEST PROPERTY LINE SETBACK #I j - D = [LPL + 2(H2 OR H3)] D L/ 4 = = [226 + 2(125)] / 4 PRO V E Ilq" SETBACK REQUIRED .:... BUILD G "2" AND "3" +162" SETBACK PROVIDED COVE Er, PARKING SPACES UNDER DECK = 74 SPACES NORTH BUILDING "3" SPAC S IN PARKING DECK = 54 SPACES SIDE PROPERTY LINE SETBACK STABI IZ GRADE SPACE = 17 SPACES D = [LPL + 2(H3)] / 4 OTHE G APE PARKING SPACES = 2 SPACES D = [140 + 2 (125)] / 4 TOTAI S ACES PER BUILDING = 147 SPACES q7.5" SETBACK REQUIRED TOTA S ACES BUILDINGS 2 AND 3 AND11 = 2q4 SPACES NANA ER UNIT 100.0" SETBACK PROVIDED A L., BUILDING SPACING SINGL S ORY PARKING DECK SETBACKS < SETBACK BETWEEN BUILDIN�3' �'31 �WEST SE BACK REQUIRED = 25" P=[L2+L3+2(H2+H3)]/4= 9 WEST SE BACK PROVIDED = 25" " D = [g0' + qO' + 2(125" + 125')] / 4 = NORT A D SOUTH SETBACKS RE UIRED EACH 10` 170' SPACING REQUIRED, 11 25q.33' SPACING PROVIDED .k NORt SO TH SETBACKS PR VIDED SOUTH NORTH+86 6 D.N.R. REQUIREMENTS MAXIMUM ALLOWED = 60 = , LENGTH OF SHORELINE g11.72* _ � 60 % COVERAGE x .60 Ia n ACTUAL COVERAGE547.3 S , m"A 2" MAXIMUM ';; �r * BUILDING "2" 232c�.,rrk^<:r BUILDING "3" 232' POOL , DECK AMC) CABANA 70' TOTAL COVERAGE 534' ACTUAL PERCENT COVERAGE 58.57 ACTUAL ALL OTHER PAVING / STRUCTURES ARE TO BE OF PERVIOUS AND FRANGIBLE MATERIALS. SETBACK FROM PRE q/15/88 COSTAL CONSTRUCTION CONTROL LINE BUILDING "2" NORTH END ± 20' SOUTH END ± 23' BUILDING "3" NORTH END ± 11' SOUTH END ± 14' MINIMUM ELEVATIONS OF HABITABLE STRUCTURES PER D.N.R. MINIMUM ALLOWED ELEVATION TO THE UNDERSIDE OF THE BUILDING SUPPORT FOR THE r "�� h FIRST HABITABLE FLOO R IS + 16.7 (NGVD.�m.r,�. 4TL,4N7IC OCE,41N VEGETATION LINE A. THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 165-33.007, FLORIDA ADMINISTRATIVE CODE, B. THE MAIN WIND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH SECTION 6, AMERICAN NATIONAL STANDARDS / AMERICAN SOCIETY OF CIVIL r ENGINEERING 7-SS (JULY 1990) °MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 MILES PER HOUR C. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED h' AND THEIR USE INCORPORATED INTO DESIGN AND SPEC- IFICATIONS IN ACCORDANCE WITH SECTION 6, AMERICAN NATIONAL STANDARDS / AMERICAN SOCIETY OF CIVIL ENGINEERING 7-88 (JULY 1(B90) "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC Ali, WIND SPEED OF 110 MILES PER HOUR _ � m PROPOSE j4 i °^+V f3 .fo- s.. fi rc�` y w t �pp 1 C ro s S6 }, w:"�4'�,EaM w,Rtt s, �s', J',tv:' , K a �c 13s,�� F ��d *`t.'3w'x1"'a. "'..(. .. — — — — — — — -,1- — — PROPOSED 14 + RETENTIONa RETENTION / 11 PROPOSED RETENTION — — —(,— — — AREA AREA ECK 25 ELEV. DECK ELEV. AREA FRANGIBLE AND �•0' ff Bu I L DIN n �� 3 94'-S' 125 50' PERMEABLE 94'-8' P U I L D f NCz �� 2 PAVING AREA 12 �2 UNI TS 775 II 0' POOL 10' it SAWCUT 5' GROUND FLOOR SLAB it 12 ��5 O.C. EACH t ELEVATION 8.5 N.G.v.D. rmsi- GROUND2FLOOR SLAB 12' WAY i— EDGE OF ADMIRAL PARKING STRUCTURE p PRIVACY —4' HIGH EXTERIOR i 14' 14' 14' 14' 4' HIGH EXTERIOR PRIVACY WALL WALL PRIVACY WALL PHASE LIN / DECEL LANE ,' "ksr , � — IDENTIFICATION � SIGNS — — — — — LEFT TURN LANE � IM, GENERAL NOTES:w '"�3 r I. SEE CIVIL DRAWINGS FOR ALL GRADE + . 5. FRANGIBLE AND PERVIOUS MATERI E CIVIL f ELEVATIONS, AND SLOPES. DRAWINGS FOR LOCATIONS AND EX!,CT AKE UP. 8. EXTEND RAILING IN ALL AREA WHERE THE Il. SEE SHEETS -i AND D-2 OF THE CABANA /,. 2. ALL EXTERIOR WALLS BELOW ELEVATION 6. PARKING DECK SIGNAGE FOR GLEA IGHTS ATE ROAD DIFFERENCE IN GRADE IS GREATEN THAN 30' MANAGERS SET OF DWGS. FOR LAYOUT OF WOOD4NO�, ac 8.5 N.G.V.D. ARE TO CONFORM TO DNR SPECS. ANP DIRECTION SHALL BE SUPPLIE OWNER CONTRACTOR TO COORDINATE kIEIGHTS WITH DECKS AND RAILING. _ v" ._'` Ig FOR BREAK AWAY. SEE STRUCTURAL DWGS. 1. PER FLOOD INSURANCE RATE MAP M NUMBER CIVIL DRAWINGS TYPICAL. 12, POOL, POOL SHOWER, AND SPA BY POOL SUB- v *, 3. COORDINATE WITH CIVIL AND PLUMBINGS DWGS. 12111G0311F, (EFFECTIVE DATE AUG. 19, 31 PROJECT CONTRACTOR. t�K,; r S. PROVIDE A 60 AMP CIRCUIT 120 / 240 VOLT PANEL LEGEND "r • + ' FOR SIZES OF PARKING AREA DRAIN PIPES TYP, IS IN ZONE A.E. WITH MINIMUM FLOOk ATION OF AT CAR RINSE AND STUB OUT I' P.V.C. WATER SUPPLY 13, SEE THE CABANA / MANAGERS SET OF DRAWINGS 4. SEE CIVIL DWGS. FOR SLOPING GRADE NEEDED -0 NGVp ANp A MINIMUM ELEVARMECHANICALjLAIN LINE FOR FUTURE HOOKUP BY OWNER FOR DETAILS OF THIS AREA.14. LOCATE BARBECUE GRILL PER OWNER.'FRANGIBLE AND PERv IT -TO OBTAIN PROPER HEIGHT OF GRADE RAMP AND ELE TRICAL EQUIPMENT OF l- — 10, SECURITY GATES PROVIDE POWER AND CONTROL WIRES SCALE I' 40'-0' AS REQUIRED, SEE ELECTRICAL DWGS, TYPICAL. 15.6' NIGH CURB SEE CIVIL DWGS. LOCATION OF PAVERS �. f DETAILED ASSEMBLY DESCRIPTIONS .. .... rw� GEND """ a'v, '% w �,, - ,. `• 2 HOUR FIRE RATED WALL ( U'l HOUR FIRE RATING REQUIRED HOUR PROVIDED I. CONCRETE BLOCKS- VARIOUS DSIGNS. {' '^ :°{ <. ,:;. �,;..I�fi-p,•, , ; „'' , ', „ , . • ., CLASSIFICATION D-2 (2 HOUR) OUR FIRE RATING REQUIRED I HOUR PROVIDED (WP 1200) — u �,;� ,*a. �'�. `�' *A .; 4 .'�;, " " ,=,*Y ;°, '�'„ Y�' ;,` -' •"'.' rz ., `.. 3. ` � ;.„ 2. MORTAR -BLOCKS LAID IN FULL BED OF MORTAR, '-. ' �•,- '�''":� "^{ w r51 3S.', r •yam, - . , 3 "�'� 1/2" IN, THICK, OF NOT LESS THAN 2-1/4 AND NOT MORE 2 HOUR FIRE RATING REQUIRED "-' FI Of E "''"` a •' k'�",: I THAN 3-1/2 PARTS OF GLEAN SHARP SAND TO I PART 2 HOUR PROVIDED ( WP 10,35 > — POR'TLAND CEMENT ( PROPORTIONED BY VOLUME)r `". I HOUR FIRE RATING REQUIRED AND NOT M ORE THAN 50 PERCENT HYDRATED LIME 2 HOUR PROVIDED (WP 1505BY CEMENT VOLUME ). VERTICAL JOINTS STAGGERED. NOTE ADDITIONAL RATING IS FOR S.tC. RATING 2A, MORTAR MIXTURE "- ( ALTERNATE TO MORTAR - ITEM 2 ABOVE) - NOT MORE THAN 130 LBS. OF SAND ANDANY PENETRATIONS THRU THIS WALL NEED _ , , ` , � . �.,, ,.t_ , , ,.. _ „` _ ,." :: , • ONLY BE I HOUR RATED. 5 GAL., OF WATER TO lb LBS, ( ONE BAG ) OF MORTAR I HOUR FIRE RATING REQUIRED FIRE SIDE " � � .. MIXTURE. ° )` 3. POR'iLAND CEMENT STUCCO OR GYPSUM PLASTER - 2 HOUR PROVIDED ( UW5 "All , . , HRIJ . , }" ., = :. ADDITIONAL RATING IS OBTAINED DUE TO THE •'w +3..: '-g,,h,r,:. ,, 3" f , , - ? , :.:pp -. V .::*" ,n ^, : ;i°': k,„? M - ,'., ^, » .:., . ,ab. < .. , Z" f1 ,e, - ADD iR HR. TO CLASSIFICATION IF USED. WHERE ,T? l„c'w �_.,% _ -.,,'',•,:�' :.', mr•ny'V.J` r'r "" ,� k NATURE OF ONLY BLOCK ANY PENETRATION D. ., n: " � 2 ��. zi: COMBUSTIBLE MEMBERS A� FRAMED IN WALL, • THIS WALL ONLY NEEDS TO BE I HOUR RATED. � • PLASTER OR STUCCO MUST BE APPLIED ON THE THICKNESS: 3 1/2" "tf m - �TM. f ,. _. .. .. _ . -,,tax "'k'`.z,42 HOUR FIRE RATING REQUIRED THICKNESS: 4 l/8" ` - - , FACE: OPPOSITE FRAMING TO ACHIEVE A MAX. LIMITING HEIGHT: REFER TO MFR. LIMITING HEIGHT: 11'-3" THICKNESS: 1 5/8' r CLASSIFICATION OF 1 112 HR 2 HOUR PROVIDED ( UW5) —0 THICKNESS: 10 3/4" APPROX. WEIGHT: 9 PSF APPROX. WEIGHT: 6 PSF LIMITING HEIGHT: NONE f,+jz "�`"^IF ''* •.: .. ' 4. LOOSE MASONRY FILL - IF ALL CORE SPACES ARE 3 HOUR FIRE RATING REQUIRED LIMITING HEIGHT: I6'-0r' FIRE TEST: GET, 4-2-15 FIRE TEST: FM WP-45, 6-19-68 APPROX. WEIGHT: 38 LBS. FILLED WITH LOOSE DRY EXPANDED SLAG, EX- 4 HOUR PROVIDED —® APPROX. WEIGHT: 5 1/2 PEF FIELD SOUND TEST: 135N 150106 OSU T-I'll 8/61 FIRE TEST: ULC UW5 FIRE TEST: UL R4024-13, 14, II-Il-16 1-16-75 SOUND TEST: NGC 2385, 1-28-10 SOUND TEST: KAL 35`5-3-66 PAER CLAY OR SHALE C ROTARY KILN PROCESS ), BUILD PER BUT FILL ALL WATER REPELLANT VERMICULITE MASONRY FILL MASONRY CELLS WITH MORTER DESIGN U420 INSULATION, OR SILICONE TREATED PERLITE LOOSE SEE DETAILED DESCRIPTION 04. FILL INSULATION ADD 2 HR. TO CLASSIFICATION. I HOUR FIRE RATING D FIRE RATING BGdLE FIRE RATi7 9GdLE —.--- _ • BEARING THE CLASSIFICATION MARKING I HOUR 20 MIN, PROVIDED IRED — FIRE RAt MG CCALE FIFT PATIN(y PLALE WALL ASSEMBLY I HOUR 3"m I'-O" 2 HOUR 3 1' 0" .. , „ PROVIDE 2 LAYERS OF 5/8' WALL ASSEMBLY I HOUR 3 r-m" O K ASSEMBLY HOUR 3 �" WALL ASSEMB Y SLOG TYPE 'X' GYPSUM &?MD RATMG BTC GA FILE N7. � � � CI BOARD L eowo R.+.TrNG src Gd. FILE No. OOO Fl Ill 5Tc GA FaE .,o. y�vro Ranl.n eTc ui. oESIGN • (40 MIN, PER LAYER AS PER GAIiI 5(D TO 54 U1P 5015 GA]Dl 45 TO 49 U1P'1 95 GAD13 40 TO 4.4 I.UP 1200 u5os 45 TO 49 U1505 �, TABLE 3106.2A, CHAPTER 31 ' STANDARD BUILDING CODE - • I HOUR FIRE RATED WALL ( WP 1200) `> `fit rz'ta"u:"Sr '�,"�'m"d' :-, "*,�" """`'" .`1 1',":+° -. .-^'., ,.. 1SN EDITION ). 5/8' TYPE 'X' GYPSUM WALLBOARD OR VENEER BASE APPLIED PARALLEL 1' x 24' PROPRIETARY TYPE X' GYP PANELS INSERTED BETWE N '��'��+ ,I„•is � c.,.7... ,.�,`"�` �xr��`., t'a., *E. " """" - ' TO A DOUBLE ROW OF 1 5/5' METAL STUDS 24' O.G. AND 6 1/4' APART WITH 2 1/2' FLOOR AND CEILING `X RUNNERS WITH 2 1/2' PROPRIETARY ONE LAYER 5/8' TYPE X GYPSUM WALLBOARD a OR VENEER BASE APPLIED AT RIGHT ANGLES r,fIRE 5AFTEY PLAN KEYNOTES:; m;a d'• L�+rrt°' " I' TYPE S DRYWALL SCREWS 8' O.G. AT EDGES AND TOP AND BOTTOM VENTED C-H STUDS BETWEEN PANELS. TWO LAYERS I/2' PROPRIETARYSLAB AND SHEAR WALL NOTES: I. DOORS HELD IN THE OPEN 8. FIRE DEPARTMENT ROOF RUNNERS, 12' O.C, IN FIELD. STAGGER JOINTS POINTS EACH SIDE. O GA, x 9 6 TYPE 'X' GYPSUM WALLBOARD OR VENEER BASE APPLIED PARAL EL TO 5T PARALLEL IT EACH SIDE OF 3 ALL METAL , , STUDS TO24' O.G. WITH I' TYPES DRYWALL SCREWS PER S,B.C. CHAPTER 31 1991 EDITION POSITION BY AN ELECTRONIC MANIFOLD LOCATED THIS WALL. LONG RUNNER PIECES LOCATED A7 I/3 POINT$ USED AS GROSS .BRACES STUDS ON SIDE OPPOSITE GYPSUM PANELS WITH I' TYPE $ DRYWA L 8' D.G. 70 VERTICAL EDGES AND 12' O.C. TO AND ATTACHED WITH TWO /5' 8 x i/2' SELF -DRILLING STEEL SCREWS AT SCREWS 24' O.C. IN THE BASE LAYER AND 1 5/8' TYPE S SCREWS : TOP AND BOTTOM RUNNERS AND INTERMEDIATE HOLD OPEN DEVICE. DOORS EACH END. OPTIONALLY 5/8' SELF -DRILLING STEEL SCREWS AT EACH END- _+ SHEAR WALL - 10' THICK CONCRETE 4 HR CLOSE UPON AGUATICk.I OF 9, FILL ALL MASONRY CELLS 2' O.G. IN $TUD6 AND RUNNERS FOR THE FACE LAYER. FACE LAVE STUDS. STAGGER ALL vERT. AND HOR. JOINTS PER TABLE 3102.IA) 1 WITH MORTER OPTIONALLY 5/8' GYPSUM BOARD PIECES D WIDE x I IH LONG MAY BE t"; C, EACH SIDE AND OPPOSITE SIDES. ( N.L.B. ALARM. USED AS CROSS BRACES FASTENED 70 STUD PAIRS WITH THREE I' TYPES JOINTS OFFSET 24' O.C. FROM BASE LAYER. SOUND TESTED USING FLOOR SLABS - 1 V2' THICK CONCRETE 4 HR. + � 10 4' O. . INFILL THIS AREA WITH A I H DRYWALL SCREWS AT EACH END OF BRACE. SOUND TESTED USING 3 I/1' I' MINERAL FIBER IN CAVITY. (N1;.B.) .`," ,_ " w r s '�, *, .Kz :., .k rf., • `k r xF.. t '� ';; 2. 6' FIRE RISER TYP. EACH FL. WA OUR : t; *� r F x c I (PER 31022.1.1) ,U. FIRE RATED WALL SEE SECTIONS GLASS FIBER STAPLED TO ONE SIDE IN CAVITY. (Nl.BJ •+,» "�''`'' '$(` t: .wt.r=; SEE PLUMBING PLANS TYP. ' LOCATED ON SHEET A33 FOR x+ w^ x r" y� .- a „R ' OUR RATED FIRE SHUTTERS „r...., ,r,..,., ,, .� , ....: a ., x.R,.' -'•'. ,. EXTENTS. (WP1200 ) ..,., �' NOT s. .r.,. ,M1' , r. _• 'a, AL R ACUA7 E r f.t a. ED UPON FIRE il. FILL ALL WALL$ AROUND T . s ...,.. „_ . .... ., R UND RASH ..r. 1 . ., :. J i „V•, ..,,... - 5 .v ..,r .. .�' .. ...... a ..:, ,• :.r .. ,, .. .... a .. .,. .' >. h ...,. A , .� ,,. ..., ... ..., .arc, , , s ._ .,, .. .. ,.. ,, �� �. ,..,..,:. ,. x. „3: .�.. .. ..., :+. K, e THIS DETAIL HAS A THI -. M1, ,-. ,....- . , ,..r._. '. , .,.. -. .. i ., ,. .. ,�, ,-`"''+�' +:.., .. -„ - � ,r ., . GKESS OF 10 3/4 THE ACTUAL A I , . . . E L W LL WL ,.., �. , ,- _.. »,z.. r :.. ., ,,.;,, ,:., :..•. :-.. ._._...y. ,„::.:P,.. r- `rti..rv_,r. , .:,,, ,. - :�, a... ` , r. ,.FSM.1 r.,,.�IT� a+.^ z,r r ar' ,', CHUTE WITH 3 IR' SOUND ATT N- L BE :. ..o-z, ., , ..,. r"><., c °z. ,. , ,' ,.., r E 4. LOCATE FIRE T _CHANGE_... , ,_. z, »,..... ,.. _. .. �. '•<.:... , , .:., .,_1.. ,. ,.. . � . . ,�' > K _.. '.. .r , .. n ,_.. ,. .t ,,.., ,. E RE CONTROL AN INCREASED TO BE I I I/4 THICK. THIS WILL :", , , .I ,.,.. „_.. ,r,,.r , ., -, r., ,._... , ,..r -. ,. .._,.:., �' ,,, ..,,., «.,.,.. ,♦ r, ', a, ' .:„. PANELS LL THE SIZES OF UATON BATTS. TYPICAL. 3 ,rv., ...,r_ i, e µ n., ♦ tirl..;: gYiV ,:'q.� r, ,::„^ x, ::. v`Y`.4r4:.. 3.. ,M ':.. .M,, •i'.,. 1 «..: :. . r.. $,1^..c r,: ' � :j}!? 9 ,, 1 5'K '• , 4 .,s .. .-..: , ,,,.. _... *I"'�.,. , , :.. THIS WALL SEE MECH. DLL:I's . CROSS BRACING CONTRACTOR TO COORDINATE. .., . ,r . , �' s, , � <.: ,. ., r^'M,:. , r ..,...n *.: ,.., r',�, <, . . , r.;'.. ,,y ..• , s :,. .. <. „, ,«..... $ II�� p ,vs.,va . 3 �. , ,6 .,n 'R ,. ,^t'. .. ,. .. .,,, k+•- nw..w+.pw„+ .':4 ,,.. �. 'A'tlI ,6, .: .. v r „..,.... r „ , e '. „ Y x, .,,,,:.� 12. PROVIDE IR' DRYWALL 5rl ".. ' .:�,,F .. ::. ,. , ,.:.. . , » .,,..- �, ,rvr ,.:, . „ e''.w , , ,.,. ,- ' » + ,r4, rv4Jz.. D L L SMOKE ,. a .,.. ,. ,...:�. ., ..: ...-.., .. ,.. ,�...., ,:. � '- .. ,.. ,' <.... 5. EMERGENCY ..;hs 'x�:,.,.,. ,...., „r x.. r..:,. .r. ;.._. ..-.,. F ,. ,. „,.,�EGRESS .. .r'' r ,'-„,.., ..DOORS I�, I , v ..- ...., g .. • ,. ._, :...::- .,... , .. A _ ,. .. BARRIER (FROM SLAB TO SLAB) r"3�" 1:,3 ,. :::`i ...4' !n � ,fF � :k-. J. n.�.. r r.. <, BEELECTRONIC .:. tt ... k , sa«. ,,,< r r.. , , ,r � BETWEEN OUTLETS, ;.. .. _. �: :H,„ .. ,,. a) ,r ,:: ., ,._ i • .,, r -a , ,.,::: `.' ETC. ON ., „ s .. .,...... y .... RELEASE ME CHANISM HANI SM I OPPOS TE SIDES OF A LL DOUBLE ;' .. _ --.. s_. :�'' - ,_,... ,. _.r .r_. ,... -. .r. 'ins. � •::_ �. .. 1.-. ,... a TO BE ACUATED UPON .. ....., .: .' ...:,.. ... r .. .. M .,:.,... ,. m. ,. .., _.:.FIRE WALL FIRE -RATED DEMISING WALL 15` , � »..,... .. . , .:. ... ., • ,:., ,- !.... r. ..._. . ' i v. -.. ..:.,fi,.„.', , , z _ -k-:.:.•. r .. ,,.....m..,..... „...: . r„ .,,.,_ . . ,.'. , .«„. - :. , , ....:. ASSEMBLIES (TYPICAL ALL FLOORS). ,. WIDE LIMITED COMMON13. PLENUM CEILINGS AT UNITS..[.a EMERGENCY EGRESS. PROVIDE 2 LAYERS OF 5/, r, _ x '. :. .. ... e -..,. .. ': : •,. ....., „)�. ...,. , ,. .I::. ...t„�, ...FPRNKLERS LO CATED E G PSU BOARD. >.,.,r a ... r , ,_ -. ,..,.- ,h. .. r.. r i, x v.. "'Id a +i"',. _ , F .i•' f e ,,.3. Y', .... ert x ,.. .. r .. ,,: S I• a �, x „_ ,,, r, ,., § d s'' DD LR SEE PLUMBI .. .. .... ..... .':: ..... ...... ...:.. _..:.. ..ir... :. „� Y.. .� ,_ s._. .., .,. ..,, -. .,.' �. ,m-. . - ..._ a. , ,.... ,_. NG DWGS. a •,. a ,.. A.-„t, BICYCLE E Y M 'iYFR x n, Gi01 a.�i,lrta:s},�i �h z. Will rC f, 3p { t EXIT MAINT, CORRIDOR "I ROOM •I GI03 ROOM "1 . I GI04 rt Y 1F f 4p ENTRY 'tt3" _' „s"3' ;4 �' "�#�' N �'"" t " rw' "�..�:i. CORRIDOR sr xt§,t.. 2� r`t.:a r. c, II _ '.j"v$ , _ —' -_,,,� .�'£_-. �::: l�-,.,., .". .�"- .aw � r ,,�-_'�--� _.: �- ._ „ne-="__.-a..:,- �•''.::... —..�C _ Y� .. TF,..r;.-�.. ; �=�-`E r , INM,f / , :Ik M1l'tl Y"14�'�kAN,# 1`�' rQk,; "'r♦} '''e. > r e r 94 i r 4 MIN 7 I k 9 k h d t� 1 s fi ST IR 'I , �Ar,t r re Po , IT, n IiM 4 rvr y I ' '�", •u,v r P.he ":i , .TI .a.N;s. �i � I I �.v ls;:; ,,yl'I1':,g U R i ;ra:El, c , ��'�; <+ k'. �,^. b�, rf„ A �r"^�, Yn� I % � .M1 y�� �,n:,9, yWt, ut X.�i Y •,;:� „'�- e, 'ram' 4,� }� i' ,rri '9, 3+�1. I • ' ' �� Rr GROUND` FL(ODOR I. ETY PLAN�r@n. 5C:4LE 1/8' = P-m" STAIR G 09 � g..i�°� ,�,,, a'w, ,, rp'Iir uPBte ��I"SH�I _ flFrl�� 4y.;r X•'� FVG�'�F�kv'� Ilia 14�III�,I��F*e.` aC y , k!'' FF h • � J v; r th 1 i.. 1 ' T 3 4 W lif k f E5 P I R^+ ' Ff rr 13 ' II �� 1 f i ,... f a f 0 I La f C� w „- II 7-1 JM., JL1, ! ,f I - I Ot) b F Iq ■■FJ■f RIF . + r Ili III IF ■■ 4 ■■■■n■■ ■■o�00 wl,r: " ■� oil THICIQ,ESS: 4 3/4" LIMITING HEr W! 61-01' APPROX. WEIGHT: 10 POF FIRE TEST: ULC 15T20E, II-20-T5 DESrsN W404 SOUND TEST: DRC 10-IB-2, J•16•l0 .xs lur•a erxe IUALL ASSEMBLY 2 HOUR 3". I'-0" �cuo A,•.rw ex ru No. 6A010 55 TO 59 WP 1505 i CONF. ROOM 10l 11---- _ S.T.C. 55 RATED WALL ASSEMBLY. (WP 1505) 1 HOUR FIRE RATING REQUIRED 2 HR. PROVIDED BASE LAYER 1/2' PROPRIETARY TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO EACH SIDE OF 2 1/2' METAL STUDS 24' O.G. WITH I' TYPE S DRYWALL SCREWS 12' O.G. FACE LAYER 5/0' PRO- PRIETARY TYPE X GYPSUM WALLBOARD APPLIED PARALLEL TO STUDS WITH VERTICAL JOINTS BETWEEN STUDS AND FASTENED TO BASE LAYER ONLY WITH 1 1/2' TYPE G DRYWALL SCREWS 12' O.G. USE OF 3/5' TO in' DIA. ADHESIVE BEADS AROUND THE PER- IMETER OF FACE BOARD, 2' FROM EACH EDGE AND END, AND IN THE FORM OF AN X JOINING THE CORNERS OF THE PERIMETER BEADS, 15 OPTIONAL. STAGGER JOINTS 24' O.G. EACH LAYER AND SIDE. SOUND TESTED WITH ADHESIVE WITH 2 Ir' GLASS FIBER IN STUD SPACE. ( N.L.B. ) NOTE : THIS WALL IS BEING USED FOR ITS SOUND RATING CAPACITY ONLY, FIRE RATING REQUIRED IS ONLY I HOUR ANY PENETRATIONS THRU SAID WALL NEE ONLY BE I HOUR RATED. -ram ®II MECH. -- ROOM 3 ' ExERG15E F PIIO 1 S OCCUPAN( 12 MAX. '" �' :!r' LOCKE R Rlam` // ROOM i; i26iC7j-I 1 MIENS \ ,..; RESTROOM WOMENS 109 f fi '" v :^ LOCKER FIQ - U,1 C ---"--- N (\ WOMENS j� RESTROOM ��1' 3 FII3 FS 3 Y STORAGE ROOM of Pq I 1 i {y i 71roSet Systems Fire Penetrator" Details SLAB AND SWEAR WALL NOTE& PER S.B.G. CHAPTER 31 1991 EDITION FIRE SAFTEY PLAN KEYNOTES: "C I. -C-2. SYSTEM A—B & C SYSTEM A-B & C �` SHEAR WALL - 10• THICK CONCRETE • 4 HR • 1. DOORS HELD IN THE OPEN TABLE 3f02.1A) CTRONIC FOR POURED IN FOR CORED HOLES - FLOOR - In' THICK CONCRETE 4 HR FLOOR SLABS HOLDIOPEN DEVICE. DOORS PLACE CONCRETE (PER 3102.2.I.1) CLOSE UPON ACUATION OF 'A-t' "B-t• 'A-2- "8-2' j a ALARM. 2. &' FIRE RISER TYP. EACH FL. e° SEE PLUMBING PLANS TYP. 3. 1 HOUR RATED FIRE SHUTTERS j q°fi ° e TO BE ACUATED UPON FIRE _� e d < ° ° CORED HOLED ALARM. d ° FOR MASONRY WALLS I 9 SLEEVES & FIRESTOPPING Use ProSet "Firestoo Penetrators.* L. classified in the Building Materials Directory, tested �- "A-2' by ASTM E814. Use all applicable pig e penetrations through fire rated, wolfs or -;- floor ceiling assemblies in occordanc with the manufacturers instructions. ° POURED A. Use System "A" Penetrators for ater lines, heating and cooling lines, fire standpipe and IN PLACE sprinkler lines and electric and c ommunication conduit. e B. Use System X Penetrators for ast-iron DWV pipes connecting stocks, and drains. C U S tem � Penetrators for lostic DWV ipes connecting stocks and drains 9 A-1' . se ys p 1. Use Cost -in cou Ip ina Penetrators for poured-in-ploce concrete with metal or wood forms. 2. Use Cored hole coupling Penetrot s for cored holes through concrete floors and walls. 3. Use Spit Wall Sleeve Penetrators I or sleeving pipes through gypsum walls. BAR FY22 �I I � 1 • •�. ; i I BILLIARD ROOM F121 OCCUPANCY 30 MAX. �� -a A ,I MEC4I, �- ROOM .4 J f , SOCIAL ROOM FI23 OCCUPANCY 211 MAX. G can«{aa STEEL SLEEVE FOR GYPSUM WALLS mnv.j I i I I I I i I I F9---- CARD ROOM FI2l 1_ OCCUPANCY 28 MAX. TEI4ANM J ETORACM MANAGERS OFFICE tI i F128 I \ .-.. MAIL FBI '"- RODfh ----- - -1- --- t F129 I LOWER L055Y- FI24 `- - - __ '^li4T-.aCT•n..ua.iiY:an—__:yG:�_+±V^.mac-^ 4 F5 UPPER LOBBY I LLtj IN �\ L. - - -. _; L - -_ __-. __ .. r___.._ I 1 I , I I L-.- I : I I 1 I I 1 1 I I i I I t. IJU I FIRST FLOOR FIRE SAFETY PLAN SCALE I/a, Ic I'-0• 4. LOCATE FIRE CONTROL PANELS THIS WALL SEE MECH. DWGS. 5. EMERGENCY EGRESS DOOR5 TO BE ON AN ELECTRONIC STRIKE RELEASE MECHANISM TO BE ACUATED UPON FIRE ALARM. 6. 4'-8' WIDE LIMITED COMMON EMER:'aENCY EGRESS. 1. FIRE SPRINKLERS LOCATED EVERY ODD FLR SEE PLUMBING DIUGS. B. FIRE DEPARTMENT ROOF MANIFOLD LOCATED THIS WALL. 9. FILL ALL MASONRY CELLS WITH MORTER 10. INFILL THIS AREA WITH A I HOUR FIRE RATED WALL SEE SECTIONS LOCATED ON SHEET A33 FOR EXTENTS. l WP1200 ) IL FILL ALL WALLS AROUND TRASH CHUTE WITH 3 In' SOUND ATTEN- UATION BATTS. TYPICAL. 12. PROVIDE 1/2' DRYWALL SMOKE BARRIER (FROM SLAB TO SLAB) BETWEEN OUTLETS, ETC. ON OPPOSITE SIDES OF ALL DOUBLE WALL FIRE -RATED DEF1151NG WALL ASSEMBLIES (TYPICAL ALL FLOORS). 13. PLENUM CEILINGS AT WITS: PROVIDE 2 LAYERS OF 5/8' TYPE 'X' GYPSUM BOARD. LEGEND: I HOUR FIRE RATING REQUIRED I HOUR PROVIDED ( WP 5015 ) -® I HOUR FIRE RATING REQUIRED I HOUR PROVIDED ( WP 1200 ) - 2 HOUR FIRE RATING REQUIRED 2 HOUR PROVIDED l WP 1035) - I HOUR FIRE RATING REQUIRED 2 HOUR PROVIDED l WP 1505 ) - NOTE ADDITIONAL RATING IS FOR S.T.C. RATING ANY PENETRATIONS THRU THIS WALL NEED ONLY BE I HOUR RATED. I HOUR FIRE RATING REQUIRED 2 HOUR PROVIDED ( U905 ) -O NOTE ADDITIONAL RATING 15 OBTAINED DUE TO THE NATURE OF THE BLOCK ANY PENETRATION THRU THIS WALL ONLY NEEDS TO BE I HOUR RATED. 2 HOUR FIRE RATING REQUIRED 2 HOUR PROVIDED ( U905 ) -0 3 HOUR FIRE RATING REQUIRED 4 HOUR PROVIDED - BUILD PER UW5 BUT FILL ALL MASONRY CELLS WITH MORTER SEE DETAILED DESCRIPTION 04. 1 HOUR FIRE RATING REQUIRED I HO20 MIN. PROVIDED -� PROVIDE 2 LAYERS OF 5/8' TYPE 'X' GYPSUM BOARD (40 MIN. PER LAYER AS PER TABLE 3106.2A, CHAPTER 31 - STANDARD BUILDING CODE - tecN EDITION ). • s' fir" '0� - 4 SIhtISLAR TRANSFORMER VAULT 'M BELOW t r 9 SIMILAR- F 4 F9 1TOR AND :AL ROOMS 4 FBI 1 _ -- ------ -- ----- PUMP - 4 ROOM AREA 02 pg BELOW STORAGE FI35 T� ITT SLAB AND SHEAR WALL NOTES: PER SBC� CHAPTER 31 IG3931 EDITION FIRE 5AFTET' PLAN KEYNOTES: LEGEND $14EAR WALL - 10' THICK CONCRETE 4 HIRT 1. DOOR& HELD IN THE OPEN I HOUR FIRE RATING REQUIRED i t I POUR PROVIDED ( WP 5015 (PER TABLE 3102.1,A) POSITION BY AN ELECTRONIC T, IT LOOR SLABS 1 1/2' THICK CONCIRE 4 HI;_' HOLD OPEN DEVICE. DOORS I HOUR FIRE RATING REQUIRED TTI. F CL06E UPON ACUATICN OF I HOUR pRovir,>ED ( WFD 1200 IT, j ALARM. 511� �T, 'I I - iii� � :PI, I,, I 'ITT 2 HOUR FIRE RATING REQUIRED -IRE RISER TYP. EACH FL. 2. 2 HOUR PROVIDED WP T I SEE PLUMBING PLANS TYP. E TIN 1 HOUR RATED FIRE SHUTTERS I HOUR FIRE RATING REQUIRED N� ACUA7ED UPON FIRE 2 HOUR PROVIDED ( WP 1505 ALAFZM. NOTE ADD1710NAL RATING 15 FOR 5.T.C. RATING IT, 4. LOCATE FIRE CONTROL PANELS ANY PENETRATIONS THRU THIS WALL NEED �!T IT, 4 W TH15 WALL SEE MECH. DWGS. ONLY BE I HOUR RATED. IT 5 EMERGENCY EGRESS DOORS 4'� 'K ',E RELEASE MECHANISM I HOUR FIRE RA71NG REQUIRED Lilt j F i TO BE ON AN ELECTRONIC 2 HOUR PROVIDED ( UW5 IN, "k q g_,.g i, a t,' 61 g w IIFII�, NOTE ADDITIONAL RATING 15 OBTAINED DUE TO THE BE ACUATED UPON FIRE NATURE OF THE BLOCK ANY PENETIR.ATION THRU ALARM, F, Nw; �Tl 4'-b' WIDE LIMITED COMMON IT IT, THIS WALL ONLY NEEDS TO BE 1 HOUR RATED. U iT EMERGENCY EGRES6. 2 HOUR FIRE RATING REQUIRED J, - N. Ti" T, Ji, F� ,M f it 'i Tyt T, ja -ATED EVERY 2 HOUR PROVIDED UW5 ...... T FIRE SPRINKLERS LOC ODD FLR. SEE PLUMBING DWGS. 3 HOUR FIRE RATING REQUIRED 4 HOUR PROVIDED ITT FIRE DEPARTMENT ROOF I, t JJI iRilw 491, j J11 MANIFOLD LOCATED TH15 WALL. BUILD PER UW5 BUT FILL ALL �Q, MA60NRY CELLS WITH MOR7ER S. FILL ALL MASONRY CELL$ ,11,11R LI UL T! IT, -RIPTION 04. R; -IORTER. T -A WITH r SEE DETAILED DESC NI T, IT P 10� INFILL TH15 AREA WITH A I HOUR I HOUR FIRE RATING REQUIRED lr FIRE RATED WALL SEE SECTIONS I HOUR 20 MIN. PROVIDED JUL T, JN IT T!, ,,T"k IT. LOCATED ON SHEET A33 FOR _1F I - IT PROVIDE 2 LAYERS OF 5/8 �v TYPE 'X' GYPSUM 50ARD XTENTS. IUPI200 1,01, T, p N T� I?. FILL ALL WALLS AROUND TRASH (40 MIN, PER LAYER AS PER 4-4 T"jl IINq IF mn TABLE 3106.2A, CHAPTER 31 � �4 CHUTE WITH 3 1/2' SOUND ATTEN �,AM I I � 1 - I T� ' T t Tt it STANDARD BUILDING CODE T UATION BATTS. TYPICAL. IT, jII,A_ TT- ZT15 NJ, T,;�T v, R V 12, PROVIDE V2' DRYWALL SMOKE IS131 EDITION f'I T F T�0" t, - '� BARRIER (FROM SLAB TO SLAB) _1 v �Ti co�5 ftT,"li� �I` prq "I el TiT,itt"; f's ON T I&IP BETWEEN OUTLETS, ETC. N�, I Itv A �e IT, IFFT, , 1, it 'T SIDES OF ALL DOUBLE El OPPOSITE "N IT ITT-_ -,IT T� TT, IT T T WALL FIRE -RATED DEMISING WALL I' JTI IF T ASSEMBLIES (TYPICAL ALL FLOORS),#M�k"T" TL e 1�, IsIc, _,< , _T "j: 1 1, -11 , I-,,- 101 a -ell PLENUM CEILINGS AT um_ L_j IT EGRESS IT V 1� EGRESS PROVIDE 2 LAYERS-1 -,- -I N-Tm,", I I STAI R STAIR ,u IT tT TYPE 'X* GYPSUM 50ARP� I�A,A TA, A�-313 % _IT N� i IM M N�, JT? '731"1 4 F IT: J6 -- — -7 EG �N_ EG t DOOR UNIT "B" 4 JIMITT p OEM M III ENO ONE M 0 NINN I, ONE M M Op"I Iaiqp* ITI��I,0,1101911A Ap EN MEN MEN No OEM MEN t, T I TfTl J'LN`T'1q c N�m i "�r "Fo ipo it: �Afi% T _"Ol -'I 9k JtIrA �T It d Ji I zw15 I�', N RON In WV10 11`� �T IN i liP, IT-11114, NJ -'N", A �Fl To MIN WITT®R! J: 5m," V , , I lit'� `7,�, - -_ I'll i T K -M, I it Id, T" TI M 0 �,q VIII R, IT11,0_1 T M IT UNI, �k , ggitqig,,;�4 N Tjii,,NjiF`Ie Jk No r k MIN XMIN."pt, No mlu� Jong it No �Iqmm NMI 'quh, `41111 Not % L ME OIL 00, rK POP All NMI IN IN NT� WIL Nc I NN U IT� 11 11� ITT MEN MEN Is MEN RE r.N496, 5"Ll'i _JF�,T,U �"N 1, "t 4, ISO F� N. i�� son "ff"51i N'E MEMO It J� I L" ITT I, IF'i l�, go F11,MNiTi _1 Id"; N N ---- ----- T, S1, 05 ERROR a MENOMONEE R 65 k MENOMONEE T, W PA, IRM MENOMONEE x" WE pig, IT, ..... 41 A IT IT, '111 e FIT In T tip, M!, N, xoz� �T MEN z A-A""'Iii 'EM IF- jr 4 IT C"N T". 616 :�T,� ITT, SLAB AND SHEAR WALL NOTES: PER !s.B.C. CHAPTER 31 1551 EDITION FIRE SAFTEY PLAN KEYNOTES: LEGEND 5HEAK WALL - 10' THICK CONCRETE = 4 HR. + 1. DOOR5 HELD IN THE OPEN I HC UR FIRE RATING REQUIRED (PER TABLE 3102.IA) POSITION BY AN ELECTRONIC I HOUR PROVIDED ( WP 5015 ) —® FLOOF•. SLABS - 1 1/2' THICK CONCRETE = 4 HR. HOLD OPEN DEVICE. DOORS I HOUR FIRE RATING REQUIRED + 4 (PER 3102.210 CLOSE UPON ACUATION OF I HOUR PROVIDED l WP i20m J — ALARM 2. &' FIRE RISER TYP. EACH FL. 2 HOUR FIRE RATING REQUIRED `"•' _. - _ __' -' _ 5EE PLUMBING PLANS TYP. 2 HOUR PROVIDED ( WP 1095) — 3. 1 HOUR RATED FIRE SHUTTERS 1 HOUR FIRE RATING REQUIRED TO BE ACUATED UPON FIRE 2 HOUR PROVIDED ( WP 1505 ) — ALARM. NOTE ADDITIONAL RATING IS FOR S.T.C. RATING * 1fif"•`s`'a!' ` "." 4. LOCATE FIRE CONTROL PANELS ANY PENETRATIONS THRU THIS WALL NEED 1'HI5 WALL SEE MECH. DWGS. ONLY BE 1 HOUR RATED. 5. EMERGENCY EGRESS DOORS I HOUR FIRE RATING REQUIRED 10 BE ON AN ELECTRONIC 2 HOUR PROVIDED (U905 ) —0 STRIKE RELEASE MECHANISM F t NOTE ADDITIONAL RATING IS OBTAINED DUE TO THE TO BE ACUATED UPON FIRE p� � NATURE OF THE BLOCK ANY PENETRATION THRU ALARM. 6, 4'-8' WIDE LIMITED COMMON THIS WALL ONLY NEEDS TO BE I HOUR RATED. EMERGENCY EGRESS. 2 HOUR FIRE RATING REQUIRED 2 HOUR PROVIDED ( UW5 ODE) ) —0 1. FIRE SPRINKLERS LOCATED EVERY5. 3 HOUR FIRE RATING REQUIRED ODE)FLR. SEE PLUMBING DWGS. 8. FIRE DEPARTMENT ROOF 4 HOUR PROVIDED a = _ ' � '� MANIFOLD LOCATED TH15 WALL. BUILD PER UW5 BUT FILL ALL a.,,, xw ` r '+ -`' 9. FILL ALL MASONRY CELLS MASONRY CELLS WITH MORTER WITH MORTER. SEE DETAILED DESCRIPTION =4. 10. INFILL THIS AREA WITH A 1 HOUR I HOUR FIRE RATING REQUIRED FIRE RATED WALL SEE SECTIONS I HOUR 20 MIN. PROVIDED _�.. F LOCATED ON SHEET A33 OR PROVIDE 2 LAYERS OF 5/5' y�� $ � � �+ -w � F EXTENTS. (WPI200) TYPE 'X' GYPSUM BOARD -11, FILL ALL WALLS AROUND TRASH (40 MIN. PER LAYER AS PER CHUTE WITH 3 1/2' SOUND ATTEN- TABLE 3106.2A, CHAPTER 31UATION - P 12. PROVIDEAI/2 DRYWALL L SMOKE STANDARD BUILDING CODE y1991 EDITION J x.T BARRIER (FROM SLAB TO SLAS) w BETWEEN OUTLETS, ETC, ON z , f„gg',OPPOSITE SIDES OF ALL DOUBLE `w s', a1 ,''• r WALL FIRE -RATED DEMISING WALL ASSEMBLIES (TYPICAL ALL FLOORS) j 13, PLENUM CEILINGS AT UNITS: PROVIDE 2 LAYERS OF 5/8' TYPE 'X' GYPSUM BOARD a. ,a ..a m, +._.��- , `.I. ✓� rr•-4ti .m ,- ... _ ,„ . x.Y saw„'.va .. a ':rcya _ ... ? -..e i$�:, r g FSI ; i r�O w 1 �n IFIRE�'� PLC CH. w •t RI03 FIRE syca�E ROO SAFE +£ e`11 $�4�P"'i n` k � b i7 iy' t Se' `} ally E ! d &'' z' !+ z % q J Y ''y, "h if� 'del �f I• �^ r f w .'; x 1'`Wy sg.?•r: r r 'yluzyw•z FMFL "dapeln t V e'F,i °tPg::• F art �F T Adid 1 o', k 6'xnp, 'iy� '° .d a n �IL 5 r yE Pi,` y`a, y r h zz'+."* ka as 5 3 A£ 'baE;a'Av ""`aAa.L. &&�c� C9 •33i%�p�,�,a�. od, 41 O �,u1=-nlulu� lulllll��iu!!�■ •� G 11lNu1l11t1uNNu!!u!1 lull ���Iu11 ��� toll u!1 tlllultulu115'�lINlluuullti !lINIlIuu1lIII:IIu111lIIul 011iilllluulluln.:nuue� � `�� �x� DIN ACCORDANCE WITH SECTION 6, AMERICAN ENGINEERING T-881JL1LY 1990) TiINIMU'1 DESIGN LOADS i .. NATICitiAL STANDARDS / AMERICAN SOCIETY CIVIL FOR BUILDING5 AND OTHER STRICTURES' TO WITHSTAND EWGfWERING l S6 (DULY ISSO)'MNIMUM DESIGN LOADS THE WIND LOADS ASSOCIATED WITH A MINIMUM P101 N x 3 FOR ILDINGS AND OTHER STPoJCTUFIESTO WITHSTAND WIND SPEED OF 110 MILES PER HOUR `, .. lOi - +r ,.. s x " 7WINP QED OF LOADS PER IATED UTTHH A MINIMUM BASIC HOUR .3 } ... L . •.. ,_ .. .rv..i I Y ... n .. He. .+A r.e'AT { , 4i 4- 5 22 o I k w t , , I I .SS..- }i ,... u.. � ..:: P , ..:. .. ,� ..:x ...x. s> ::,::Y { f •N' v.' lx,. . - v c _ S' e 0 f .. N- 4. I \ r I?` 13'_8• 2' ' 3'-4' 2' 10'-0' 10'-0' I0'-0' 10'-01 0 0 12' 4 -0' 4'-0' j2' 10 -0' 'E 10'-0" 101.-0' 10' 0' 10'-0' 10'-0° 10 -0' 12' 4'-0' 4'-0' 12' 10'-0' 10'-0' 10'-0' 10'-0' 10'-0' 2' 3'-4' 12'12' 12'-8' 2 12' — — - — x E UP 7 — — — — --.— INC 3 — ---- 8' 4'-5' — — — -� 3�0 T UP10 . - A P101 p� 10 L B 4:';. 10 / 10 I � 5 r _ 21 B PLANTER 5 PLANTER TYP. 15 21 „ I I h 14 13 9 14 13 ( f 9 k A4314 I ' N — N tV (V N I 1 { I I i F I i I •-0 12'-0' b' 2'2 -b 12'-0'-62 ,': 12'-0' -D'2'2 8'-®• '2-0 13-0` .b' '6. 13'-0• 2 13'-0'-62'2 6' 13'-0' ',0'2' S'-0° 2' '-0 12'-0. 6' '.6. 12'_0' '-6. 12' 0' I I 0' 2'2 20'-0" LOWER PARKING DECK KEYNOTE6. 1. SLOPED RETAINING WALL, MAINTAIN HEIGHT 6. PLANTER AREA FILL TO BE GLEAN AND 12. COORDINATE WITH CIVIL AND PLUMBINGS DWGS, 15, ALL EXTERIOR WALLS BELOW ELEVATION 21. PREFIN SHED ALUMINUM RAILING TYPICAL. TOP OF 26. S' MIN. ABOVE GRADE TYP. COORDINATE OF ALL CONCRETE AND DEBRIS FOR SIZES OF PAR�KINC.i AREA DRAIN PIPES TYP ALL -UP GRATE CONTROLLED BY GUARD HOUSE AND SLOPING GRADE WITH CIVIL DRAWINGS. 16.�' N.G.V.D. ARE TO CONFORM TO DNR SPECS. RAILING -0 BE AT 42' HIGH. 5( INDIVIDUAL REMOTE CONTROLS. 1. CONCRETE SLAB TO BE SEALED 13. ALUMINUM 5ECURI Y GRATING. (SEE DETAIL 'H/A43') I FOR BREAK AWAY- SEE STRUCTURAL DWGS. F4 2. PROVIDE 2' DEEP SAWGUTS e 5'-0' ON ALL p p®INT UP ALL CONGRETE$MOOTN AND FREE 14. 12" x 8' x 16' CM.UWITH HORIZONTAL REINFORCING •r / • ■ 19. SEE STRUCTURAL DRAWINGS FOR ALL LOADING 22 PER p.;IpN ALL WALLS BELOW GRADE 2l. Q6UMINUM SECURITY GATES WITH ELECTRONIC RELEASE SIDEWALKS TYP. ANY DEFECTS UPON REMOVAL OF FORMWORK P 0 I6' VERT. (DUROWALL OR ARCHITECT APPROVE C@NTROLLED FROM GUARD HOUSE WITH LOCAL CONTROL 3. PROVIDE 2' DEEP 9AW'CUTS a DE O-C-E-W. D PER FLOOD TS. 23. FRANC i E AND PERVIOUS MATERIAL, SEE CIVIL 2g, LINE OF COLORED CONCRETE WALKWAY CONTRACTOR TO _ TYPICAL AT ALL SLAB ON GRADE IN GARAGE. 0' CONCRETE WHEEL STOPS TYPICAL 15. 8° x 8' x I6' C-M.U. WITH HORIZONTAL REINFORGINfw ��'`/��a �^yy DECK 20. PER FLOOD INSURANCE RATE MAPS, MAP NUMBER DRAU,' S FOR LOCATIONS AND EXACT MAKE UP. 10. PAINT PARKING STRIPS 3" WIDE WITH A T s 16' VERT. (DUROWALL OR ARCHITECT APPROVED q.) /. \, ■ K I N U ®E V � \ 12111CO311F, (EFFEGTI-VE DATE AUG. 19, 199U PROJECT 24, PA DECK SIGNAGE FOR CLEAR HEIGHTS G@ORDINATE COLOR SELECTION WITH OWNERS DECORATOR. 4. SEE CIVIL DURO FOR SLOPING GRADE NEEDED PAINT. 16. INSTALL ALL TILE IN 5TRIC7 ACCORDANCE WITH THE CA IS IN ZONE A.E. WITH MINIMUM FLOOR ELEVATION OF ANL tLCTION SHALL BE SUPPLIED BY. OWNER TO OBTAIN PROPER HEIGHT OF GRADE RAMP 11, HANDICAPPED PARKING SPACE INDICAT HANDBOOK FOR CERAMIC TILE INSTALLATIONS. �� 1'-0' NGVD AND A MINIMUM ELEVATION FOR MECHANICAL 25. 2'-0' HIGH BLOCK. PLANTER WALL. SIMILAR TO 5. SEE STRUCTURAL DW'SE FOR ALL COLUMNS, FOOT- PER FLA. HANDICAPPED ACCESSIBILITY O I'T. SEE CIVIL DRAWINGS FOR ALL GRADE SC'4LE I/8 - -� AND ELECTRICAL EQUIPMENT OF T'-10' NGVD. DETAIL 'E/444'. INGS, SLAB THICKNESSES, AND ALL JOINTS TYP. ELEVATIONS, AND SLOPES. t' � n FFN K�i to ,'r; <"S". a {,k•F aa' fit+' F "R„!k `, , r Y , ., ...E a .. r ,. .. ,. , ,., , .r,. -,. uq M .. x: Iza z. r 3 r I'r r .:. T?s ',rL. s ■ ., n,�.,��'r.� fl� ✓w �, r�s� , ix �... _ ,_ ' .., . , ,s. I '& f. t� +k �` ,. -. ... .. ,. ..... .. .. x. ,.. .� + z � -e. '.. Ir' ' n 4. � I) �'�. +�a`&a �x.,...ar..a,. w._,.'.,'; ::'s , n,..'�.{'. .:bar:, , , ,>x ',.: 'su �n..#, s♦ �� r�t�,�v; rS.Vx ;.. , .. , ..:' ^s^..-, C� "Y'': v. kA 't ,.,. � � C .i yi ��v 3 +n (.� r v' 'i '?k; •4 r' F 'ry r i ^ , ti r � r' 8 s ' / 4"m"swi, •i... k5- �pF'gi�1g3',y� r $y,?�� "i . � ,4 L'. �� A. k,Tu, f, e5`.l r, 1 rrl f, �y d _ ` j /♦ �. .. . s5.' ^ .. ..� ry►n ,r,� .M ^-T� "Y'r 'H£a M.�itl. \ r� x `� a' .,I e., t,'a I 'r, s ��y'i�" I t N 4r,;, , , � r r n /• � d��y a n ill F fa; r h $• rr� zVj � e.d, r .a a r. y cf .� " S r r a 3 �.aa.e..--: r { :: <. '+•asnn . . a . .,.Y.. -,..,.,. ,..:` it '' ,K, r. � 'y.� ,,g `' '}'.��'.: Ib ,4 � ,<':. A� F,ze.»"' c�'y Y�na •>` ... '=r" %2 w' V, ;,; ,, ,,, r'"p7'.'. ,"#• � � u's^'', It "'..>•, x^r'„$�„4'v'Y>,: ,. r-,,y ra ". �t ■.. ,�� Ir ... .r�. r: - �',g� .'>_:. :. • — , ,.'. n• „".. n , ..n; .>f.." >.., ',rn.x..:� ken, a, ,. :F,vl' e. r,,.. : .. _.. �,. tr s: .,...... .. c.. =4 ... .) '311 ■ '-,:,�. ., ., x.' ,c,.. P ,.. .. r, „sh..�..I slim N§qtg *°r�i�s!.'�Ai „ d O M1's th ♦�_'-. a x, r':.,V�[ ,r :.-<b'.'. r .� d n . , r , .�• �'��,'C�%.,,..,. � 'Sam Firx ra �Ery t �'.:',J,[ '!Ti �^`7°. � � ,.,,. � . . ,.,;,'+�,..„. � «'fix ,will ,. >� ,.. .. L. 'dS r „a L. .r ,nY h ♦ .� .. • .. 1 ✓ .. r+,.. r Lr r ,. W .., Y" ,95x ,..: F,t.. Y-, a„ .,: ..r. 5. :r,,- *: ,,;.v.,. ,> m- L.. 'wt r:: ,.,....., �, . ,...,. ._. ... s, V., a.w. a �. , sLm.c-,a.�:`.�r"` r '.,.:. r, , .. x... < . ;rani: ✓5§?v a'i'D.. r1 I O a r, .,�xY,,. ar M1'r k �,..,- :. c l aF _ n ,y9 IC ,tu .`}tW39 � '4 .. , .✓,-.. ...,,: ,..,,a: .t a... .. .. - :. ,.�::.7w ., , tir,�`.,� v, . ,.,....., ».., ..,.�.. .:.. .. .. w I fit. .r S,�� dX ^V'd Lr.: r 1.4 ...., a ...- . c L „ .. ... .. .I ,}r ,,A-. tV, o.Wrl., � �#� Fi, y.F ..r,. 1 , ... 2. r. .n. :. .Fi , ... ... fi'. ,. x .-n..<.. ♦. , I .' ,, '•r3 , . x,'€ i I r xti .,... _- t. ,. ,. . ,..,. ,. ,..,,.. 'a3y...4 3'V' .. ... , a ., r � - .. s..., 8#Yr �.xi . .... .- r�, .. - I , '€�1"�,.�x,���: , � Ii iY'; .y dxa�, �;.•'s 4 `.n. ..'.i5".rYV 1�:'r ka1 r nArIM1 iV+ la .�. - // � 5 i Z // � I ' c - % /I % // /♦ � O // .w �r �S k. IF ON n ^� s'. �x<." acy -. i bnt I,I,3hCs7e„t,-�;41° l 3f• ICI ��� L�—�-- I �T]� I � � �. �' - 10'- 10'-4' 10'-4' I-0' 10'-0' 10'-0' 10'-0' 10'-0' 10'-4' 8' 8'-0' 8' 10'-4' . , 10'-0' 10'-0' 10'-0' f0r_4. g' 20r_0. " WF UPPER PARKING PECK KEYNOTES.-F ��:rr ,. rP 1 .� - - ---- ---- " a °,, 'L au �at =', ��Y �.'r�s'>xJ�ll'�'1➢.�n A , .. :, x�4:I..���,� .r, '�,�-.�:.': nl°�r, .•, rR',� e. i" ... a ... ;:- I. SEE CIVIL DU1G5. FOR SLOPING GRADE NEEDED b, CONCRETE WHEEL STOPS TYPICAL;, ty , a-� 12 SEE CIVIL DRAWINGS FOR ALL GRADE -NAGE TOOBTAIN PROPER HEIGHT OF GRADE RAMP 1. PAINT PARKING STRIPS 3' WIDE WITH A TRA "" a "� " ELEVATIONS, AND SLOPES. �' ll FOR C PARKING DECK 51 CLEAR HEIGHTS C� AND '' DIRECTION SHALL E SUPPLIED BY OWNER 2. SEE STRUCTURAL DWGS. FOR ALL COLUMNS, FOOT- PAINT. SEE CIVIL DRAWINGS TYP. '� 3. ALL .EXTERIOR WALLS BELOW ELEVATION ®R R, ' INGS, SLAB THICKNESSES,AND ALL JOINTS TYP. 8. GOORPINATE WITH CIVIL AND PLUMBINGS 16.1' N.G.V.D. ARE TO CONFORM TO DNR SF -EA. ��® 3. PLANTER AREA FILL TO BED GLEAN AND FREE FOR 91XES PARKING AREA DRAIN PIPES TY "` FOR BREAK AWAY. SEE STRUCTURAL DWGS, J� OF ALL CONCRETE AND pEBRIS PER SPECS. ` 4. CONCRETE SLAB TO BE SEALED g. 12' x S' x T. DUR WITH HORIZONTAL CT ®16' VERT. IDUROWALL OR ARGHIT�GT A I 14. SEE STRUCTURAL DRAWINGS FOR ALL LOADING EO.) REGIUIRMENTS. PARKING "- 5. POINT UP ALL CONCRETE SMOOTH AND FREE OF � 10. EXTENTS OF ROOF OVERHANG ABOVE SEE SHEET A9. LAN 15. PREFINISHED ALUMINUM RAILING TYPICAL. TOP OF - ANY DEFECTS UPON REMOVAL OF FORMWORK TYP. RAILING TO BE AT 42' HIGH. --- _. _.- — -- 11, Six 5' SKYLIGHTS ABOVE SEE ROOF PLAN E A9jC,4,�,� 16. INSTALL ALL TILE IN STRICT ACCORDANCE WITH THE TCA HANDBOOK FOR CERAMIC TILE IN5TALLATIONS 91 i' Er „■ EEL ENV ■■, on i■i i co 3 �r ■ Lo ■ , 4V N00, ■ L CV ■ LL ■■ cu Lo 0) t O ■�- • WOOF ■ :. 'U) c ■ ■ ■ 1: ■■■■■■■■■■■■ ■■■■■■■■■■■■ ■■■■■MEMO■■■■■ mom MEN No rn-EP..�. �iel■I„nS ONES ....■■ ..... SSs►�i■u ■■ram �� 7■r�r.7rf r� nn I■E ■N�i�:-.H!R.ntrlumifN WHIMMIAM Es MENEM 1111011110 M■ \'" NI SENEE ME= ■E s 1 do IN ■ �■ ■ IN ■NNE: ■■■■'__'\■M OEM ■■M■r•.jn■os■s Esr -I"M■MEME■ i%_:► � OMEN 011l IN "EmbO. In EEO■►.._ ■■ i L_n '. MNEMI NEn■dr I isms soon Esc �v I■oso ■■=fir\\.IEEE ■MNS\. ■MOM► �_ 1 ■o■o1b, ESE -% 1.- ■■SM" ■ EMO■r��L'I ■ ON iikiiiii MMSM ■■■■EMSNo ■MGM-" ion ME iiSSE■o ■■NONE■ ■■OMEN■ NNE ME an No ■s II MMEI ■■■ ■■r so Nonni MENM ILlUU U U/ U J U I 225'-4' (BUILDING) ' I I 'r 232'-0' (PARKING STRUCTURE) GROUND FLOOR KEYNOTES: $jpqr „"loM"` ' 1. SEE ENLARGED PLANS FOR LOCATION OF ALL 1. CONCRETE SLAB TO BE SEALED 14. 8' x 8' x16• G 0 1 WITH HORIZONTAL ,; F{ _ 4 -. .a'�a ."" 18. COORDINATE ALL A/C, DUCTWORK, AND 26 SECURITY GRILL SEE DIVISION 5.2 32. SEE FIRE S STAIR SECTION CALLOUTS, INTERIOR ELEVATION 8. PAINT PARKING STRIPS 3' WIDE WITH A TRAFFIC REINFORCING o l6' VERT. (DURO- � Aim AFETY PLANS FOR LOCATION CALLOUT5, WALL SECTION CALLOUTS, ETC. PAINT. SEE CIVIL DRAWINGS. WALL OR ARCHITECT APPROVED 'w... 4 `�� z - - ire LOUVER LOCATIONS WITH HVAC DWG5. 21, WATERPROOF ALL WALLS BELOW GRADE OF ALL FIRE 2. SLOPE TRASH ROOM FLOORS 1 1/2' TO `:"' ' -, >,�� wyr, -, PER DIVISION 1.1 RATED WALLS AND CHASES. 9. 12' x 8' x Ib CM.U. WITH HORIZONTAL REINFORCING E!1) u � � -, , ».^ r �- 19. TRASH CMUTE SEE DIVISION 14.2 33. PARKING D� FLOOR DRAIN. SEE PLUMBING DWGS. a 15. FRANGIBLE AND PERVIOUS MAT- "" `*' e "" �; -;!�, 20. ELEVATOR SEE DIVISION 141 28.' COORDINATE ALL STOREFRONT AND ENTRY DECK SIGNAGE FOR CLEAR HEIGHTS FOR DRAIN SIZES. I6' VERT. (DUROWALL OR ARCHITECT APP. EQ.) �;,w, DOORS WITH DIVISION 8.5 AND DIRECTION SHALL BE SUPPLIED BY OWNER. 10. ALL EXTERIOR WALLS BELOW ELEVATION ATION SEE CIVIL DWGS FOR LOG- ,. r °' 21. INSTALL ,ALL TILE IN STRICT ACCORDANCE 29.„ PEN INSURANCE. RATE MAPS, MAP NUMBER 34, CONTRAGTOjk TO COORDINATE EXACT 3. SLOPED RETAINING WALL, MAINTAIN HEIGHT 16.1' Ntz.v.D. ARE TO CONFORM TO DNR SPECS. ATIONS AND EXACT MAKE UP. �' E E GT SIZE OF A/G WITH THE TLL HANDBOOK FOR CERAMIC 12111CO311F, (EFFECTIVE DATE AUG. 19, 199U PAD WITH A/ SUBCONTRACTOR PRIOR TO POUR 8' MIN, ABOVE GRADE TYPICAL. COORDINATE FOR BREAK AWAY. SEE STRUCTURAL DWIsS. 6. THIS CRAWL SPACE 15 TO BE LEFT //��� //�� 44 FOR TRELLIS NOTE. SLOPING GRADE WITH CIVIL DRAWINGS. II. SEE STRUCTURAL DRAWINGS FOR ALL LOADING CLEAN OF ORGANIC AND CON- \ 7�t J ®' �� OO� PLAN �r/1 V TILE INSTALLATIONS. COLOR BY OWNER. PROJECT 15 IN ZONE A.E. WITH MINIMUM FLOOR SEE SHEET 22. GENERATOR R ON 8• H. CURB COORDINATE ELEVATION OF l'-0• HANK AND A MINIMUM 35, PROVIDE 8 THIGH CONCRETE CURB WITH WEATHER 4. PROVIDE 2' DEEP SAWGUTS 05'-0' ON ALL REQUIRMENTb, STRUGTION MATERIALS AND BE ■ WITH ELE�� DWCiS. AND DIVISION 13.1 ELEVATION FOR MECHANICAL AND ELECT- STOP. SIDEWALK AND SLAB ON GRADE. 12. PREFINI5HED ALUMINUM RAILING TYPICAL. TOP OF RAKED CLEAN SAND IN UNIFORM 23. SPIRAL EGRESS STAIR SEE plvlblON 5. RICAL EQUIPMENT OF 1'-10' N.Cs,V.D. 36. EXTEND RAI�1N0, 1N ALL AREAS WHERE THE DIFF- 5. SEE STRUCTURAL DWGS. FOR ALL COLUMNS, FOOT- RAILING TO BE AT 42' HIGH. SEE DIVSION 5.1 ELEVATIONS WHERE POSSIBLE SCALE I�8. 15 RISERS AT 9 I/2' MAX . W-10 112' 30. SPIRAL EGRESS STAIR SEE DIVISION 5. RENCE IN GRADE IS GREATER THAN 30'. GOORD. INGS, SLAB THICKNESSES, AND ALL JOINTS TYP. 13. CONTINUOUS DRAPERY POCKET. COORDINATE WITH 11. COORDINATE ALL PIPING WITH TYPICAL 5 PLACES (2ND FLOOR ONLY) '. 12 RISERS AT 9 1/2' MAX.. 9'-6'(THIS STAIR ONLY) WITH CIVIL DRAWINGS FOR EXACT LOCATIONS, 6. PLANTER AREA FIUaL TO BE CLEAN AND FREE OWNERS, INTERIOR DECORATOR PLUMBING DRAWINGS TYP. 24, 6' FIRE RISER SEE PLUMBING DWG6. TYP, 31. FOR ACTUAL GRADES AND FINAL STAIR AND 31. ALUMINUM SECURITY GATES WITH ELECTRONIC RELEASE OF ALL CONCRETE AND DEBRIS. 25. ENCLOSE DUCTWORK WITH METAL STUDS GRADE RAMP REQUIREMENTS, SEE CIVIL CONTROLLED FROM GUARD HOUSE WITH LOCAL CONTROL AND D.W. ONE SIDE ENGINEERING PLANS. 1 �11 Kkrfi(ll ,;$r ii `S4' ..w wx?ffl, .; gag5 b e scar sm�r g v } xa r �I MAWN AV, ® . ©� ti ® ©�� o I��� ,. I ,i ,i _• rba �y F , WON - WALKULAT mum o mmi—,m rm OVERE AL ffir — —' I �xNnnmm n wwlwwuuquwululNmma,, Li 0 �� • , r ( J m. 1 w ♦j r r I r �� -•• 4 d F ► 1 n` a x t�.,, I. / /, , i � wti�S I z,avey ''�♦�II� • af�'L�i,�. kia'.'" e` I u - w e tt I e F 4 nmal ® �� .� i •® ��� �,. NINNNIIIwN►S � �'' I{ „ `I�rrr.rrwrrr , ...,......,,...,... — — u�l y. FILL ALL CELLS SEE SWEET FS1 �Le2 STORY � Ir! � r, ���= ,,. � �� ���I � _- • r r � � __- �•-� '��A, �sP'��� ♦��.wmlmmulnlNmuNmminlnnNnNlNr? [J 0 I ] o r ` I,►i1 �.� � Ilia �0 Q �'.�♦ � � al�� . � .' II 1 � �� ' , �� ® 1 • � �� � � �" ® -- -�SPACE � P--� � .-• 9, �, . • 'N'= ;:''-=16► 99 © . apt —sN —ro: a''���� �, r r �� �' � •� V i .IN ®® I/ a`�� _ r •.1� .l I, 'I® � / � . I \\ :, /I // I j/ .J �1 � j ,II � ��'+ ..X � I, � iy /I � O s— ► �Ignnul •r INlOn/nIgINNIw111w//M � �i �O, pp _ ♦i � a = � % . g,�/ � �. - - ugmrqumnnlulNNngmmnnqunlgmmuuq.NnumggN/uqunuumuxunuquxlwle. � � ySnlNigwNllwx qnP ,►�,� I `IJj. O ` , �. �\_ ri � 11 Y � ® � y♦j 7�..' �,T•, _ _ • - STORAGE II MIN r� �♦ ® O " S • /i Ty �// INNIwNwlNwt11Nw1�I1 ���InINS SJ?I I(Inll / ����►� I ��A\. '\ Z . " :iNIN��NIS11111111NINIIMNNI wIwI�� // WuuuNN►� 's - t �.%w�� ► .'�fl� S FRAtGIBLE r F �7r ILOUVER fal— fill MATERIAL �! 'I NYNNgINgnqIqNNNINqNqINH11NN.1NNNwwNNIM:i1nl11fNNN nl4N11 II/IIIIIr111NwIw11,. © �, 1gNINNlNn1 � I)♦ 1 ® OIIINNw111 IIN':IINIg5: NIIIUNINNNgngN111N11wn1nNNNMIwNN/wlwlNgi • • • , III \ _ _ V:Y - I - - TYP 0 DIMENSIONS LA- I mll5 AREA TYP. r� . .. �u t �.. z� 7, © 4 1 .�3'dA2c aY ��i 4 � 7 - v d �i t ue.X '"'"-v4 4 1;�4�'� F �� `: m •r r - • G -- •r G • 1'µ' r-• a n .r r • `�'� R - •- - ---• r r �' _ ••-r •- -• r 14 a r r •• �� 4 // — • • — I • ,S 1 —•• r — • • ,<y, i ,� M, i�Wr. _ c `"?I �', .. P yyh,td Y.m • • r • _ • _ • r I • • — • � t Y kAU" r—•I •— — • 3 .I -•r • - • • •I-r -. • _ _ 1 r • (�C �>�xap' Yd` •• •. / I- _ _ •r r . -_ _ • r • r RST FLOOR PL r R.... - - r •- ALL• •• RAILING 10 - DIV51ON 51- ING5, SLAB • ALL JOINTS- , 13. CONTINUOUS DRAPERY POCKET. COOfi ATE 6. PLANTER AREA FILL • BE r FREE OWNER5 INTERIOR DECORATOR. ,.„ Or • - • r DEBRIS. LY) SEE FIRE SAFETY PLAINS FOR FIRE RATED WALLS AND CHASEYP N OF ALL BE �S SUPPORTED BY 6'x6' POST OVER A/C UNITS 25. 6' FIRE RISER SEE PLUMBING DWIsS. TYP. MINIMUM I'-O' HEAD HEIGHT REQUIRED. 25. WOOD DECK AND WALK u „ i ` 94 iP f b 5 IN-,p. t r ,. bi ,,,i._:,ek,.', ;:tc.,' „. .. , ._x.,,,.a:.,.-,...."..,.. ;,>. v,..Tt: ,. }r5,,„.s.,.,.:..._.:,5.,.;,-k+ ,... e a ox, .J.r,,x rr."'arra$�G:.{:.,,«.,y,.:,:,,, .. ,iq'M #. .I..,r ct^,,x��Y,r. `,f. -.,t.k ._x._,!.,,..fC..rv1,.F.:n......,,.-.+,.4ryn..rµWlur ��t, x Va..r,n .^,w,...., ,"._:,.x <.. .1,i.. fa�,,�K„' F'' ,. k .,=.._ a.. .,+.. ..3t3.:.:.,...„ , .. , .., �::...a,a=. ,rt4....:,.._..._:.,. :?. +fv.t,r..1,ry-•, aM .„.� .. ,,-;,,.,;,,4. . . ..::. (,.. _r. ::: �,. .....e:Dr.y,g h. m`tmkrs�.. I,p.. .S.a1nvr,p,.K, i<qnd.�v.",.,::.q". ,i.: :.d ..P_"ftr,k^. .xnz .. +=rvr...:.a., 3^o�rm"r=.H.p' Yf ave. t. e •4:.,�aiE� trA ^{'xei,'``. ,'3rer,x^. ,:'?r'.i,;:K,s ,T,.�r '7µt"7+r_.n.�i•o3 ry vE .- , ' .,...,: "N`.. -.. _..:. 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'} .- `� ;:.• •. � 5`... � 1,,,,ji n S5 a'� I ra I ,x» � + � L �+ ,.#r k yxc,-, � :� 66 NIT r ,.➢. �y� '.$„ * rv*"..., *IPN: Pil MEN ry k, r , � x a " "M• • "r . I: i?5 A- 'xr" q�rp' }. iH �, �t�. t r1 f �� , ':. r-st'a* r, �' z i - '1, Ek 2• ,,, P 1 ��: �aa,. r.'J * .e *� s .� ®.OEM , p- w rAll nniv y ;U vi u24 Y:*�r xx ar.yr`ix..F. p.:. 'kir'«d "Atr^?i let J' iaA`5'�rti lei .,A%EE%«4Y �[rv.d# .. ��?E � „�y � 9q�,i kw yes ., ,.. , �. , � ,..3 r x'[ :> „ .n w. .. .'., ,° Rq : :,:.. x ."'f P :nlIdv�, ^. ii$yk''YY... P -� r. ,, Y' :f+"'R " e+.„x,"", '',,: �w,rd",�n,r' red .. �}i„ � . �'"�' 'F .✓ :' ar' r ayi ..,a a �,:.:. E;m, za u : p n„Er ,i=t rHr + ,�: Pla r:'..a t r &� ... d.. a P'F fix.:;...' _ •. .V� e :l'r-.a 4"?ri xy, ,:t74 1�11r 115 a'I<, s . ,y r;. >• a a F 11 , 1�"FsilB w, r ..= I i t �yyJ��q" �w�et ai y? i i �" t� d g i r" .P '� x r• I: r t r Y � . w > T Ai3 SECOND FLOOR KEYNOTES .,., ' I. SEE ENLARGED PLANS FOR LOCATION OF ALL :- °` v -1 CONCRETE SLAB TO BE SEALED STAIR SECTION CAI -LOUTS, INTERIOR ELEVATION e. PAINT PARKING STRIPS 3' WIDE WITH A TRAFFIC CALLOUTS, WALL SECTION CALLOUTS, ETC. PAINT. SEE CIVIL PRAWINGS. 2. SKYLIGHT ABOVE SEE ROOF PLAN FOR 5. SECONDARY EGRESS DOOR PER CODE. ACTUAL LOCATIONS. COORDINATE WITH 10. LINE OF ROOF ABOVE SEE ROOF PLAN SHEET DIVISION -1. A9 FOR DIMENSIONS. 3. COORDINATE ALL STOREFRONT WITH DIVISION 8.5 11. SEE STRUCTURAL DRAWINGS FOR ALL LOADING 4. SPIRAL EGRESS STAIR SEE DIVISION 5. REQUIRMENTS. 12 RISERS AT 9 1/2' MAX. = S'-6'(THISSTAIR MY) 12. PREFINISHED ALUMINUM RAILING TYPICAL. TOP OF 5. SEE STRUCTURAL DWGS. FOR ALL COLUMNS, FOOT- RAILING TO BE AT 42' HIGH. SEE DIV51ON 5.1 INGS, SLAB THICKNESSES, AND ALL JOINTS TYP. 13. CONTINUOUS DRAPERY POCKET. COORDINATE WITH 6. PLANTER AREA FILL TO BE CLEAN AND FREE OWNERS INTERIOR DECORATOR. OF ALL CONCRETE AND DEBRIS. ' x 8' xl6' CT I.U. WITH HORIZONTAL INFORCING ® 16' VERT. (DUROIn - ALL OR ARCHITECT APPROVED Q.) PIRAL EGRESS STAIR SEE DIVISION 5. RISERS AT 5 1/2' MAX. = W-10 1/2' CYPICAL 5 PLACES (2ND FLOORONLY) b' FIRE RISER SEE PLUMBING DWGS, TYP. COORDINATE ALL PIPING WIT PLUMBING DRAWINGS TYP COORDINATE ALL A/C AND UGTWORK JJITH A/C DRAWINGS TYP TRASH CHUTE SEE DIVISION 142 ELEVATOR SEE DIVISION.14.1 SCALE 32'-0' ( PARKII, AI0 H A44 7 21. THEf)E DOORS T BE HELD OPEN WITH q MAGNETIG HOLD OPEN DEVICE TIEDPLAN INTO THE FIRE ALARM SYSTEM. 22. PAPiiIAL BLOCK WALL WITH RAILINGABOVE SLOPE TO SCUPPERS SEE DETAI'D/A35'. �'_o" 23. SEE FIRE SAFETY SHEETS FOR LOCATIONAND I RATINGS OF ALL WALLS AND CHASE24. NOTE THAT THERE IS AN ADDITIONAL RISTHIS FLOOR COORDINATE WITH SECTIONSSTRUCTURAL DWGS. TYP. 25. PROVIDE EMERGENCY EGRESS LIGHTING SPIRAL STAIRS. SEE ELECTRICAL DRAWI is A. THESE DESIGN PLANS AND SPECIFICATIONS ARE IN C. COMPLIANCE WITH THE STANDARDS ESTABLISHED IN THE CCMPONEN75 AND CLADDING HAVE BEEN SELECTE SECTION I65-33001, FLORIDA ADMINISTRATIVE CODE. AND THEIR USE NCORPORATED INTO DESIGN AND SPEC IFICATIONS IN ACCORDANCE WITH SECTION 6, AMERICAN IS. THE MAIN WND-FORCE RESISTING SYSTEM HAS BEEN NATIONAL STANDARDS / AMERICAN SOCIETY OF CIVIL DESIGNED IN ACCORDANCE WITH SECTION 6, AMERICAN ENGNEERING 1-88 (JULY ISSO)'MINIMUM DESIGN LOADS NATIONAL STANDARDS / AMERICAN SOCIETY OF CIVIL FOR BUILDINGS AND OTHER STRUCTURES' TO WITHSTAND ENGINEERING 1-88 (JULY MW)'iNIMIM DESIGN LOADS THE WIND LOADS ASSOCIATED WITH A MINIMUM BA51C FOR BUILDINGS AND OTHER STRUCTURES' TO WITHSTAND WIND SPEED OF 110 MILES PER HOUR THE WIND LOADS ASSOCIATED WITH A MINIMLM BASIC WIND SPEED OF 110 MILES PER HOUR A13 1960 1012-19 i i■ "NAP e■i ii s ■■, „'■ EN ENS ■■ j ■■1 11 ■■ ■■ vjj co _ N Li ■■ ■■ cli ■■ /L}}. ^ W CYi .Is a C :: c ::' till ° Q �■ y Jc t L q,r ■■ � � N T ■■■■■■■■■■■■ ■■s■N■■■E■■■■ ■■■■ENe■■■N■■ Is MEMO MEN MEMO use Is ■■NONSENSE! ■N■■■■■■■m ■■� • ra�nno©■■ oil it��l �m■N■■ ea�l►�.ulrarrlE■■ Ism Is all Bing ■ ��■ WOMEN S■■■N ■■■er .. IEEE ■ IS SEES► N■■■1 _- ■■■■1 -. ■■■r - SSr�LA % 1 Jb ■■■■clove iii■ 'I-.ii■■ ■■■ loom tit io■ AL loom ■■I AN .. Sid ■■► \. ' ,s S ■ ■ ■ E■ ■ MEN SSN■N■ SEES■■ ■No■N■ SEES■■ SEES■■ ■■■■■E_ SEEN■■a ■■ SON ■■ ■■SEE■■ Is o ■ IsIs ■SI I017■DC■G���II��L� ■■ I on No SS■S■SL.\i��: Is 0■■■■■V/11 'A 0■■■■r..FAME ■■SN mass ■Sam TYPICAL FLOOR KEYNOTES: I. TRASH CHUTE SEE DIVISION 142 20, SEE ELECTRICAL DRAWINGS FOR ALL 33. HOT WATER HEATER PER PLUMBING DWGS. 2. ELEVATOR SEE DIVISION 14.1 LIGHTING, SWITCHING, EXIT $ NAGE ETC 34. LAUNDRY SINK PER PLUMBING DWGS. TYP. 3. COORDINATE ALL STOREFRONT WITH DIVISION 8.5 21, SEE PLUMBINGS DRAWINGS LOCATIONS 35. COORDINATE SLAB RECESS WITH SELECT- 4. 4'-8' WIDE LIMITED COMMON EGRESS PER CODE. OF ALL FIRE SPRINKLER H ADS AND PIPING TYPICAL. �` ED SLIDING GLASS DOOR MANUFACTURER 5. SEE STRUCTURAL DWG5. FOR ALL COLUMNS, FOOT- a PRIOR TO CONSTRUCTION, CONTRACTOR INGS, SLAB THICKNESSES, AND ALL JOINTS TYP. 22. CONTRACTOR TO PROVIDE A FULL SET TO COORDINATE. b. FLOOR DRAIN LOCATED ON FLOOR 3 ONLY. OF DRAWINGS WITH SPECIFICATIONS TO 2 HOUR FIRE RATED CHASE (WP1095) SEE PLUMBING DRAWINGS FOR PIPE SIZES. ALL SUBCONTRACTORS FOR BIDDING O SEE FIRE SAFETY PLANS FOR EXACT SLOPE AREA I/8' PER FOOT TO DRAINS. AND CONSTRUCTION PURPOSES. CONSTRUCTION. 1. CONCRETE SLAB TO BE SEALED 23. PROVIDE INSULATION ON'' N WALL SEP ', � �. 2 HOUR FIRE RATED WALL (WP1505) 8. SEE FIRE SAFETY SHEETS FOR LOCATIONS ABATING TRASH CHUTE A ZEd FROM LIV ';', '. SEE FIRE SAFETY PLANS FOR EXACT I ! / 3'-0' DOOR ON OF ALL FIRE RATED WALLS AND CHASES TYP. ING UNITS. CONSTRUCTION. THIS WALL IS ONLY x FLOORS 2,4,6$,10,12 ' .:y„m, 9. THESE DOORS TO BE HELD OPEN WITH 24. INSULATE ALL WALLS AR A/C UNITS ,.h ` REQUIRED TO BE I HOUR THE ADD- A MAGNETIC HOLD OPEN DEVICE TIED BETWEEN LOBBY AND LI INCUNITS. '� O O f ITIONAL RATING IS FOR SOUND RATING INTO THE FIRE ALARM SYSTEM. 25. PLENUM WALL ABOVE C I CONSTR t 8'•b' 1 ONLY. _ 10, SLAB EDGE FLOORS 4 THRU 13 COORDINATE UCTED OF 3 5/8' METAL U AND ONE "'^ AFF• ' ' • 38. I HOUR FIRE RATED WALL (5015) i ?, • SEE FIRE SAFETY PLANS FOR EXACT � . WITH STRUCTURAL DRAWINGS TYP. � O 11. SEE STRUCTURAL DRAWINGS FOR ALL LOADING 26. 7HIS CEILING AREA TO B CONSTRUCTED FS / CONSTRUCTION. TIOI e, ocrru noMcniro ... LAYER OF G DRYWALL. <_ ., i..:,.-.. .. _ , .. ;.. .� usF NMI ■■m► . T QD ■■ N t ■■ ,. ■■F 0 O ■■ i�. x ■■ ■■ 4--j ■■ UMv L Q ■■ ` r ■■ ■■■■■■■■■■■■■■■ MMMEMOMMEM ■■ - ■■■■■■■■■■■■ moss■■■■■■ iiiiiiiiii iiiiiiiiii ■■1 1 1 1 1- ■moo • ora ■�Ims ■min.. ■s��wli\Irl�llm ■11��'1\IIH111;/IIIIIE71■■■ ■■�!• �1p �Jlllll i/ll■ ■\lmlliifl■'dlru■Ll■ ■■\�IHI■■I�■111 ■■■/Y7rl�l■ilillN M■Mfi%■■■I■Y no ■■ ram as . WE son ■■■■.-�. �: iiii► ■■■s�._ • so. ■■■■� ■■■■4_ ■■■■r %k ■■ 1,- ■■� N\ ■■L ■■P4■■�1 ■■L_ 'M■ ammo►._ MEL"'11111 son ■■■■, IW►� ■■■ Vim -, ON ■■ /�1 11 � ■■■■I�� ■ ME 4I' . No "'\ s 's[' ■■1 ONESPih, ia■■■ ■■■■L_ter■■■ ■■■■r•. . iENE140A 'w ■■■■\ iMet Met so - ► `� ■■s■r-%_ no r -. ■■■■! v■ on -- , on iiii�� ■fin ■r-�. UME ■■L ��� '-1■■ ■■■■■; ■■ ■■■■ ■■0❑0 ■■■■■ ■■■■■ ■■■■■■■ SEMEN M ■M ■■■■■ ■■■■■ ME ■ iiiii ■■■■■ ■■■■� liii°�s ■r.�r�� ■ Av._ ■ ■ ■ N_ TYPICAL MACHINE SGALE VS' • I'-0' ELEVATOR MACHINE ROOM SCALE ;/a" = 1'-0' THRU WALL ABOVE SEE HVAC DWG6 A- THESE DES] PLANS AND SPECIFICATIONS AIRE IN COMPLIANCE!WITH THE STANDARDS E5TABLISHED IN SECTION 168+33009, FLORIDA ADMINISTRATIVE CODE, B. THE MAIN WIND -FORCE RE6I5TNG SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH SECTION 6, AMERICAN NATIONAL STANDARDS / AMERICAN SOCIETY OF CIVIL ENGNEERIWY l-SS (JULY 1550)'MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER 5TRUCTURE5' TO W1TW6T THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIL WIND SPEED OF 110 MILES PER HOUR A I TNRU WALL - ABOVE SEE WYAC. DUGS. C. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO DESIGN AND SPEC- IFICATIONS IN ACCORDANCE WITH SECTION 6, AMERICAN NATIONAL STANDARDS / AMERICAN SOCIETY OF CIVIL ENGINEERNG l-SS (JULY 15W)'MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRICTURES' TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 MILES PER HOUR �a- t ROOF PLAN KEYNOTES: ELEVATOR MACHINE ROOM '2 ELEVATOR MACHINE ROOM #2 SCALE - - - _- Va' - 1'-0' 1. 4 PLY BUILT UP ROOF MEMBRANE 12, INFILL AS REQUIRED WITH A I HOUR FIRE WITH GRAVEL ON SLOPED 'ZONOLITE' RATED WALL, WP1200 BEE FIRE SAFTEY LIGHT WEIGHT IN5ULATIVE CONCRETE SHEET FSI FOR DETAILED DESC. ON STAIR -STEPPED IN5ULPERM INSUL- 13. 5'-O' x 5'-O' SKYLIGHTS FLASH -PER ATION BOARDS ON A ROOFING BASE MFGR. SPECIFICATIONS. OF 'ZONOLITE'. IN57ALL PER MFGRS. 14. 12' H. x 16' W. ACCESS PANEL LOCATED SPECIFICATIONS. PROVIDE VENTING DIRECTLY ABOVE PIPE DRAIN. PER MFGRS. SPECIFICATIONS. 15. 24' x 32' ALUMINUM ACCESS PANEL SLOPE TO ROOF DRAINS SEE ROOF PLAN SHEET A5 FOR LOCATIONS. 6. NOTE THERE ARE 2 EXTRA RISERS REQUIRED FOR THIS FLOOR. SEE SECTIONS t STRUCTURAL 2. SLOPE 6' MINIMUM FROM RIDGES TO DRAWINGS TYPICAL. ROOF DRAINS. Il. EXPANSION JOINT SEE STRUCTURAL 3. INSTALL ROOF DRAINS IN ACCORDANCE DRAWINGS TYP. WITH MANUFACTURERS SPECIFICATIONS I& ELEVATOR COORDINATE WITH DIVISION SEE PLUMBING DW65. FOR ALL PIPE SIZES 14.1. COORDINATE LOCATIONS OF ALL AND DRAIN 51ZE5. MECHANICAL EQUIPMENT W17H MFGR. 4. INSTALL ROOF OVERFLOW SCUPPERS 19. 12" CONCRETE CURB AT SILL SIM, IN ACCORDANCE WITH MANUFACTURERS TO DETAIL C/A32.: ' SPECIFICATIONS. y 5. 2' x 4' WALKWAY PADS. 6. AIR CONDITIONING SUB CONTRACTORS �'I''/�'�I" TO PROVIDE CURBING AND ROOF I ' PENETRATION SHOP DRAWINGS, FOR ARCHITECTS APPROVAL, AND" INSTALLATION BY ROOFING SUBCONTRACTOR ' 1. 4'-0' HIGH TRASH CHUTE VENT. SEE DIVISION 14 B. 6" CONCRETE CURB AT SILL SEE DETAIL C/A32. r t; S. 6' x 6' CONTINUOUS INTEGRAL GUTTER SEE,111 DETAILE/A34. a 10. SLOPE DRAIN PIPE TO BACKSIDE OF PARAPET WALL TYPICAL. SEE PLUMBING DRAWINGS FOR PIPE SIZES TYPICAL,1 �1 11. PRE -FINISHED ALUMINUM 'BATTEN -SEAM' ROOFING ON BUILDING FELT, ON HARDBOARD SHEATHING ON METAL ROOF JOISTS. SEE STRUCTURAL DRAWINGS FOR FRAMING AN q CONNECTION DETAILS TYP,,._L 11 .. I ■■' ■EEL ■ ��■ ■■►.. ��■► mop, 'qr so, on ■■L ■■ LO I c\' No on co CO ■■ ? L CO co ■■ 0 Z O ■■ is ■■ C; �_ b ■■ c) f� 1' ■■ W 4_'j• QL r ■■ t4 M■ mossomm■■EEo■■■ ■■MMM■M■■MMM smsommoommoso M■■MM■■■■MM■MENNESSENNEEMENS UMMMMMMMM SEEM■■■■■sommommon ■■■■■■ ■E ■m■ 11 i M■RESm8mt ���aliMl���uNnru �i►���iMl��c'nrur� moswra imimlil,g!oliii SEMI:: ■�■r�■mE■■E ■E' MM ■■M■� 7 ■■■M►.o� ■■■■► . MME ■■r _- MMi MEso �o►. N ��■■ IEEE ■■r��■�, MEIN._ m■■mr... --�■■ ■■=m �Mm ■ ■► ' 1■■ ■ MOM omm mom M1 f 7■O NNE -t`\EME •• r�i■m■ ■■i M■a ' i■M■■ MMa --IEMMMM ■■mmb*.. _ looms■ ■ ■o■or,m\►1■o■■ ■■0_ -• on ■■■■1 '�►'wY ■■M■r�•4 MEMEL MEME�� O■E■� mEM■L :a M■MEL. A ii�,v��� ME► -: 77 ■_ MESON EN on ■■ MEmo■■MME MMO moons M■■■MMME MENEM■■■ mosse��� of ■■■■ ■SEEM■■ ■■goo Mm■■■ ■Elio ■■oLa SEAM■■ SEES■■ ■E■■EI ■ 0 k � p k" � ��k., �'�� k„ d #Ann �TY i'x..r •, a t M� "i.t- ':x ♦ ..{i L, r!'. ,. .. ..... .%.. ,=... {n i .... 1^ ._: �' x i ,,.cY,r. , . _. s .. .�, .` i � D ... -.;` LSY Y nST' MQu,k t} .V IL b sni a i t I {'�S� w� 'E�4✓� �i� i + h*� w,�Y� ,°5��� y � �+�3"X, ,Pa.. -- ,$�. #v ;�,�.��" fl�"�` � �a".�'� �` §d�� ,. i'ar ti a M N1� & g y''• ' $ s� pi,�i r 3''f�`,?M N �^ EAST K'v h :�' xn - ' ELEVATION .:. na we a: �r 1 � �n , [ IF 1 D � uE �C tdti, D Df CT • ® • i it 1. i', • �;� R r 1r. rk t� lk- ��a EXTERIOR ELEVATION KEYNOTES: ' I. DECORATIVE ALUMINUM SECURITY GRATE. 11. PREFIN15HED ALUMINUM CIRCULAR STAIRS. 22. 12' x 8' x 16' CMll, WITH HORIZONTAL REINFORCING 21. WATERPROOF ALL WALLS BELOW GRADE , SEE DETAIL 'G/A43') SEE DIVISION 5.2 MANUFACTURER TO PROVIDE SHOP DWGS. ® 16' VERT. (DUROWALL OR ARCHITECT APPROVED EQ.) PER DIVISION 1.1 2, RAILING PER CODE. SEE DIVISION 5.1 AND PRODUCT DATA TO ARCHITECT FOR 23. 8' x 8' x 16' C.M,U, WITH HORIZONTAL REINFORCING 28. FRANGIBLE AND PERVIOUS MATERIAL, SEE CIVIL APPROVAL. + 16' VERT. (DUROWALL OR ARCHITECT APPROVED EQJ DRAWINGS FOR LOCATIONS AND EXACT MAKE UP. 3. UPPER PARKING DECK LIGHT POLES. 12, ALUMINUM FRAME STOREFRONT. SEE DIV. 8.5 24. SPIRAL EGRESS STAIR SEE DIVISION 5. 29. COORDINATE ALL LOUVERS WITH NVAC DWGS. TYP.'• COORDINATE WITH ELECTRICAL DWCsS. ALUMINUM SERVICE DOORS. SEE DIV. 8 15 RISERS AT 9 1/2' MAX. • W-10 1/2' 30. PARKING DECK 5i0NAGE FOR CLEAR HEIGHTS SHALL ' 4. STUCCO CONTROL JOINTS TYP. SEE DIV, 9 13. TYPICAL 5 PLACES (2ND FLOOR ONLY) BE SUPPLIED BY OWNER. 5, 5/6' STUCCO FINISH TYP. SEE DIV,,.2 14. STUCCO FINISHED CANOPY. SEE DIV.,.2 25. PER FLOOD INSURANCE RATE MAPS, MAP NUMBER 31. A/C COMPRESSORS ON A 4' GONG PAD. SEE HVAC &. PRE -FINISHED ALUMINUM 'BATTEN -SEAM' 5. FOR ACTUAL GRADES AND FINAL STAIR AND 12111G311F, (EFFECTIVE DATE AUG. 19, 199U PROJECT DWGS. FOR EXACT SIZES. ROOFING ON BUILDING FELT, ON HARDBOARD GRADE RAMP REQUIREMENTS, SEE CIVIL IS IN, ZONE A.E. WITH MINIMUM FLOOR ELEVATION OF 32. WINDOW TI SEE SCHEDULE - SIDE HINGED INWARD SHEATHING ON METAL ROOF JOISTS. SEE IN NERING PLANS. EGE ,'-O' NGVD AND A MINIMUM ELEVATION FOR MECHANICAL PIVOTING. STRUCTURAL DRAWINGS FOR FRAMING AND 16. RAMP CURB WITH STUCCO FINISH. AND ELECTRICAL EQUIPMENT OF ,'-10' NGVD. 33. NOTE ALL SLIDING GLASS DOORS AT THE PENTHOUSE CONNECTION DETAILS TYP. 11. SLOPED RETAINING WALL, MAINTAIN HEIGHT 26. PREFINISHED ALUMINUM SCUPPER SEE DETAIL 'D/A35' FLOOR (13TH) SHALL BE 9'-O' IN HEIGHT NOT 8'-8' SEE -1. E.P.S. CORNICE FORM WITH SYNTHETIC 8' MIN. ABOVE GRADE TYP. COORDINATE DOOR SCHEDULE STUCCO FINISH. SEE DIVISION l,2 SLOPING GRADE WITH CIVIL DRAWINGS. 34, NOTE ADD 4' IN HEIGHT TO THIS WINDOW AT THE PENTHOUSE 8. ALUMINUM FRAME SLIDING GLASS DOOR TYP. 18 6' x Co" CONTINUOUS INTEGRAL GUTTER SEE FLOOR (13TH) HEAD HEIGHT WILL BE 9'-0' NOT 8'-8' SEE SEE DIVISION 8.3 DETAIL E/A34. WINDOW SCHEDULE. 9, ALUMINUM FRAME WINDOW 19. SPIRAL EGRESS STAIR SEE DIVISION 5. 35. 2'x8' TRELLIS JOISTS ® 12' O.C. ON DOUBLE 2'xl2' SEE DIVISION 8.6 12 RISERS AT 9 1/2' MAX. = V-&'(THIS STAIR ONLY) BEAMS SUPPORTED BY &'xb' POST OVER A/C UNITS 10. INSTALL ROOF OVERFLOW SCUPPERS 20. PAINT ALL WALLS AND CEILINGS PER DIV. 9.5 MINIMUM 1'-0' HEAD HEIGHT REQUIRED. IN ACCORDANCE WITH MANUFACTURERS 21, ALL EXTERIOR WALLS BELOW ELEVATION" a SPECIFICATIONS. 8.5' NGvD ARE TO CONFORM TO DNR SPECS FOR BREAK AWAY. SEE STRUCTURAL S 4 30 r 14 MACH. ROOM ROOF 5LA 10 IOF�-MACH RM - FLOOR �i> la. L� Ill'-& 1/21/2' 12V TN FF. 0� IITH FF. 9� 10TH FF. aCg 9-3 FF, ,4"�' STH F.F. 6 ,TH FF. 5 &TH FF. k" �© d�5 � } k �� N.•. ELEVATION I/8' • I'-ra' ■■ooEO® ■■E® not MENEM ���■■.�■ nor as, I MEOW ■■ IN NONE ■EL „ENE■Er,■■ " MMLL ■■r IF �■N Nor if■N ■EAt ■■ mI ME N E■■NNE s ■■ T c9 d' ■■ Lo ■■ �;. N E■ � ■■ o ■■ Q. T 4i N■ 4.4 cz O E■ i O ■SHEENS N■HEN ■■ENNENNN■■E E■■EN■■■NO■■ ■■■NEE■■NEMEIN ■NNO■■■NNN NONE ■ ■■■■■NNO Monsoon N ■■■■E■■■■■OO■O■■ N■E■■EE■E■■E■■E■ ■■ENE■■■■■■■■■■■ I ME ONG [aQ■■■E 0�1=N■r\ \G■■ No ►t1���►�1N■i111\N ■o I ra'�nEi EN■ RrliN4�I��NE N1101.1 iWLR!��>�' ■r 11■1P. amm ■■ ■■ ME ON ■E■ ■ENE �■ ■■N=ram-�■=■ '�i i ■i■i IN E■■■L ._�■ N■ ■■/ ■EI NNE NNL 'k_ �\ ■■NEE ONNa -;NOON ■■E■ E N► ._ �■ ■ ■■ NOO ME ` i■ No M" I ■■r`MIjik'•� �NEEO • ■HEN ■■EOL_ \■■EN■!. ONOEM �Nr�E�■ OEM NOON► No N■■Nr�-.d■■■ N■NO► _- 7■■■E 'ftEEE■O= ■■NN► MEN E►' ■ 7 E■'k'% NNE■a, ■n.]■E■ ql■■EE JOEE■ NE■■r '.. - ,. M■■E■ \N■Nip NEEO► ■■r-a ■■f -AE■■E■ Mir IIN NEE ,�� �: ■■E ON E" N■o ■■■EN■■■NNE■NNE E■ENNN■ ouo MEN EENO ■ N NMEN ■■N■■■■■N■ENE■ ■ENNE■NEE■■■■N NE■■E■N MEN N ■■■E MEN NEMOONS NO■■ON■N■■ENE■ O■■■NEN■■■■■■■ NO■■EEEE■EEESE IS NONE No so ON NEmoo©oE■i.- mmommgoommoss iii u■ � i i M MIN NO■N■IMI I11"A 10 EE■■NN•Ir,\■ ■E■■■r,.: ■ 1'- V� EXTERIOR ELEVATION KEYNOTES: DECORATIVE ALUMINUM SECURITY GRATE. SEE DETAIL 'G/A43') SEE DIvIS10N 52 2. RAILING PER CODE, SEE DIVISION 5.1 3. UPPER PARKING DECK LIGHT POLES. COORDINATE WITH ELECTRICAL DWGS. 4. STUCCO CONTROL JOINTS TYP. SEE DIV. 9 5. %' STUCCO FINISH TYP. SEE Div. 12 6. PRE -FINISHED ALUMINUM 'BATTEN -SEAM' ROOFING ON BUILDING FELT, ON HARDBOARD SHEATHING ON METAL ROOF JOISTS. SEE STRUCTURAL DRAWINGS FOR FRAMING AND CONNECTION DETAILS TYP. SCALE 1/8. !'-0' 11. PREFINISWED ALUMINUM CIRCULAR STAIRS. 22. 12' x 8' x 16' C.MIJ, WITH HORIZONTAL REINFORCING 21. WATERPROOF ALL WALLS BELOW GRADE MANUFACTURER TO PROVIDE SHOP DWIsS. m 16' VERT. (DUROWALL OR ARCHITECT APPROVED EQ.) PER DIVISION 1.1 AND PRODUCT DATA TO ARCHITECT FOR 23. 8' x 8' x 16' CM.U. WITH HORIZONTAL REINFORCING 28. FRANGIBLE AND PERVIOUS MATERIAL, SEE CIVIL APPROVAL. • 16' VERT. (DUROWALL OR ARCHITECT APPROVED EQ.) DRAWINGS FOR LOCATIONS AND EXACT MAKE UP. 12. ALUMINUM FRAME STOREFRONT. SEE DIV. 85 24. SPIRAL EGRESS STAIR SEE DIVISION 5. 20. COORCjINATE ALL LOUVERS WITH HVAC DWGS. TYP. 13. ALUMINUM SERVICE DOORS. 9EE DIV. 8 15 RISERS AT 9 I/2' MAX. II'-10 1/2' TYPICAL 5 PLACES (2ND FLOOR ONLY) 30. PARK( NG DECK SIGNAGE FOR CLEAR HEIGHTS SHALL 14. STUCCO FINISHED CANOPY. SEE DIV. 12 BE SUFSPLIED BY OWNER 15. FOR ACTUAL GRADES AND FINAL STAIR AND 25. PER FLOOD INSURANCE RATE MAPS, MAP NUMBER 31. A/C COMPRESSORS ON A 4' GONG PAD. SEE HVAC GRADE RAMP REQUIREMENTS, SEE CIVIL 12111CO311F, (EFFECTIVE DATE AUG. IS, 1991) PROJECT DllrsS. FOR EXACT SIZES, ENGINEERING PLANS. IS IN ZONE A.E. WITH MINIMUM FLOOR ELEVATION OF 1'-0' NGVD AND A MINIMUM ELEVATION FOR MECHANICAL 32. WINDOW TI SEE SCHEDULE -SIDE HINGED INWARD 16. RAMP CURB WITH STUCCO FINISH. AND ELECTRICAL EQUIPMENT OF 1'-I0' NGv0. PIVOTING. 11. SLOPED RETAINING WALL, MAINTAIN HEIGHT 26. PREFINISHED ALUMINUM SCUPPER SEE DETAIL 'D/A35' 33. NOTE ALL SLIDING GLASS DOORS AT THE PENTHOUSE S' MIN. ABOVE GRADE TYP. COORDINATE FLOOR (13TH) SHALL BE 9'-O' IN HEIGHT NOT 8'-6' SEE DOOR SCHEDULE (Pt IS. SLOPING GRADE WITH CIVIL DRAWINGS. 6' x 6' CONTINUOUS INTEGRAL GUTTER SEE 34. NOTE ADD 4' IN HEIGHT TO THIS WINDOW AT THE PENTHOUSE 9. DETAIL E/A34. SPIRAL EGRESS STAIR SEE DIVISION 5. FLOOR (13TH) HEAD HEIGHT WILL BE 43'-0" NOT 8'-8' SEE WINDOW SCHEDULE. 1i 12 RISERS AT 9 I/2' MAX. STAIR ONLY)35. 9'-b'(THIS =AIMT Al i uiAI i A Akin i Mll ik✓-a === r.n, c¢ 2'x8' TRELLIS JOISTS o 12' O.G. ON DOUBLE 2'xl2' BEAMS SUPPORTED BY 6'x&' POST OVER A/C UNITS F-7 ■■■■■■■■■■■■■ ■ SOMEONE■ MEL S■L IC.E■ENm■Nor' AMEM■■IAS■ IF No, ME ,r■■ E■ mokEE �_� _ ■■ n■■■■■■■■■mmmmmM ■S■m■■m■■■mommm■ ■■ MM ■m m■ ■E Q. (D S 00 MM im i r mm -� MM MM r so ii � f No 7C) } Y MM ■M - U E■ - iS +� MM y sm U 0 ON Q �� ■■■s■■MOmosommomO ■■s■■ mommossomm NORM 11 ■■■■■■■Sm■mns■m■ ■m■■m■msn■m■m■■■ ■■■■■■■■■n■■m■■E ii■■■■■SOME■ ��� ■■s■m■SE■■■ III OM■■ ■�GC17M%i nos�M■MOO ■■mflAllmC:il+�s■SEE ■■m1+i11■■tl■I■■■SEE ■ommompolloo■m■■■■ss ommosom ■■ MEMO' 1/os■■E■■■yO MEMO ' ]s■O■M■_O Moss►dp MEMO■■O;.r ■mos, %"li a■■■■■■c mmoo\ ' 1■■■■■E'_■ mmm■►*��AESS■ III ■:1■ MEMEL __ 1ESSS■MSO ■m■■k "m■mmO111 9 ■om■p-.%,.JIEEMOM■."■ ■osoL�-10■■■0■So ■mmof-,Mb tooE■■■C■ MMMw14� Ass■■■OIIS E■r _ '\■1111 ON mm ■■ire. inM■SM■E■ MMI N '"k 10EEEEE+rm onso�b. ism ■ Mollie, --E■mM■M■No ■■■E\ MMm■"�-■m■nsEM■M `- lm■mm■■■M M■■■1 SEEM �_ I■ESEEEEM ,eM■m■■■M■ moon ION EM■■oE mmr'40i '. IE■■■■■ME ■OLD -*A,AMEO■O■■S s■■■i�� will an s■E some E■1 drrl toson■■■ `\ s 1!e■s■EME� Moe ■m■mb.. me=AemMEm■■s /o■■■■M�■ tL MEMEL_ NONE■■■!■ m■s■roR• v■■■■wm ■■■1N III an■■mr.■ m■■ IloC id■■nSny■ some\ " lmmmmmmm■ ■E■ l _ 7s■■■■m_o■ ■■SIW%. 7m■■■■m=. --- M■■E►'k `►-\■■■■MM= 1■■mEsE2■ - ■mm■\. som■r-Noo■■Mnmo!■ s■■■' `14■■■■OCE d-- MEmMk \o■■m■■m ■■►-\, a■SOM■■'ai s■I .1■E■E■E;■ ■■1'1 ' AJ■OM■m■M■ M■■■mo\.i■■■■■■T,O No ii000u m❑ '[3MEEMM mEns■mmE■■mmmm■■ E■■eE■■■EEEE■■■■ ■■■■■■■M■■ME■■m■ on No ill I -I i i111-TT�1!1 l l TTI it t on■o■■i■Ms■m■o■■ - ■mg;m""021!50 milmou ■m■■mmmo■■momo■S mommommm■mzwxlm■ ■■moo■mom■ommos■ AEI I❑L■DC■■7719 W.'Tf d mo mmo■■m■m■■■so so no _ Em■E■■FAL'SI ImC 1` OE__ E■■■■Wu\I IL'M1■■■ soom■m■■nsmO■ESE smmmononnMOE0MMm F' ,jry 4y;,^."Y 'A �� I' s+� Ye". L I A ?- .S`.i: T Vt! •:'� J•' 3Y5� p{`•�Y '�F.b5' �� .Fm "�-� '4 ' R L'Jfi ir: ' / "'Y t... � � k �, try, fit r i. $X ? d 1..��• � e. mk �, ',f t +,m 2$^c,iYy'"k'.'?" S1✓w�,iC�k !k mAC 1=F�i' "�f �"u �Y�+ ,, yrr { �4 � .4' , s x 'I YWw Ij � 4 '11 mar m s. P � 1 Y Qr oil • MM1 Hamm Q 03 \ �, ---- 12 _ 1 T KtvYNOTE5: I CONTRACTOR TO PROVIDE A FULL SET OF DRAWINGS WITH SPECIFICATIONS TO ALL SUBCONTRACTORS FOR BIDDING nl AND CONSTRUCTION PURPOSES. 2. PROVIDE DRYER CHASE CLEAN -OUT AT GROUND FLOOR (SEE MECH. DWl'G5. FOR DETAILS.) - ---- --- " 3. INSULATE ALL WALLS AROUND A/C UNITS, #:. • .-.. BETWEEN LOBBY AND LIVING UNITS. 4. STOREFRONT SEE DIVISION 8.5 OF SPECS. ' Ty • 5. H .6. TOILET PAPER HOLDER TOWEL BAR. ''I. SLOPE BALCONY AWAY FROM ALL s GLA56 DOORS. PROVIDE LIGHT BROOM T_2' , . FINISH PULLED IN A DIRECTION PERPEN- .. DICULAR TO THE BALCONY EDGE. ' - 8. SEE MECH. DWG5. FOR ACTUAL LOCATIONS AND CONFIGURATION OF A/C UNITS. 1 9. OWNER TO SELECT COLOR ON ALL KITCHEN CABINETRY AND KITCHEN APPLIANCES. 10. BAR STOOLS TO BE SELECTED BY OWNERS I.D. 11. SPIRAL EGRESS STAIR FROM 2ND FLOOR UNITS SHALL PROVIDE A TOTAL RISE OF W-10 1/2' AND BE SUPPORTED BY A 6'x6'x4' THICK CONCRETE SLAB AT GRADE LEVEL AS TYPICAL INSTALLATION. UNIT 'A' REV. ON NORTH SIDE OF BLDG. SHALL HAVE A TOTAL RISE OF V-6' PROVIDE EGRE55 LIGHTING 12. 3'-0' x 4'-4' P456 THRU WINDOW. 13, SEE SHEET A39 FOR DOOR SCHEDULES. Gj I 14. SEE SHEET A40 FOR ROOM FINISH SCHEDULES. ' 15. SEE SHEET A5 FOR REFLECTED CEILING PLAN 16. SHOWER CONTROLS. SEE STRUCTURAL DWS6. ' R �/� 11. ELECTRIC PANEL LOCATION COORDINATE WITH ELECTRICAL DWGS. TYP. FOR LOCATION AND _ _ 18. LIBRARY BOOK SHELVING TO BE DESIGNED BY CONSTRUCTION OF 10''. OWNERS INTERIOR DESfGNER. t SUPPLIED BY G.C. SHEAR WALL s NT CONT OL PANELS IN I IY15 I N F'R „R mrrkp , 4 t �' rd`-'+ ' s • x t* Y r��S i �■■ 1 !I I QI� '/IM `fl AE.5^,ol .� zY 19. LOCATE FIRE MANAGEME R 45 ) I THIS WALL (SEE ELECTRICAL DW!GS.) 20, MAIL DIRECTORY SEE DIVISION 10A, OF SPECS. ' 21. OUTGOING MAILBOX SEE DIVISION 101b OF SPECS. 22. INCOMING MAILBOXES SEE DIVISION 10.6 OF SPECS. LOCATED ON THIS SET OF DWGS. TYPICAL. 23. SECURITY PHONE AND BUILDING DIRECTORY l ATED ON MASONRY BUILD -OWL (SEE ELECTRICAL DRAWINGS FOR SPECIFICATIONS AND SUPPLY REQ.) 24, PROVIDE ELECTRONIC RELEASE FIRE SHUTTERS _m ABOVE WINDOW AREAS. 25, PLANTERS SEE DETAILS AND SECTIONS SHEET A30 3'-0' I'-6 5/8 61/6' 1'-2' 2'-4' 26. METAL STUDS PER SPECIFICATIONS SEE 1 % DIVISION 5.3 21. COORDINATE ROUGH AND FINISH CARP -ENTRY WITH DIVISIONS 6.1 AND 6.2. TYP. 28. SEE DIVISION -1 FOR THERMAL AND MOIST- 3 URE PROTECTION, EXTERIOR INSULATION AND FINISH SYSTEM TYP. 2IS. SEE DIVISION 8 FOR DOOR AND WINDOW F124 8 I • V SPECIFICATIONS TYPICAL. 30. SEE DIVISION 9 FOR ALL FINISHES TYPICAL. a 31. LINE OF SLAB EGDE FROM FLOOR ABOVE. 32. SEE DIVISION 14.2 FOR TRASH CHUTE 6PEC5. F 33. A/C UNIT COORDINATE UNIT SIZE, LOCATION, 3 AND ALL DUCTWORK AND DAMPER LOG- �-0' ATIONS WITH MECH. PLANS TYP. 34. HOT WATER HEATER PER PLUMBING D035. 35. METAL FABRICATED TENANT STORAGE UNITS A21 v SEE DIVISION 10.4 FOR SPECIFICATIONS. REV. 15 d 36. EXTERIOR STAIR TO GRADE. (.,,. 31. CONCRETE SLAB WITH BROOM FINISH. 38. CONTRACTOR TO COORDINATE CABINET OPENINGS WITH SELECTED APPLIANCES ! I AND CABINET MAKER PRIOR TO CONS- 0, I ! TRUCTION. 315. 2 HOUR FIRE RATED CHASE (WP1095) A29 J : SEE FIRE SAFETY PLANS FOR EXACT \. ! CONSTRUCTION. 1 40. 2 HOUR FIRE RATED WALL (WPI505) SEE FIRE SAFETY PLANS FOR EXACT CONSTRUCTION. THIS WALL IS ONLY ;� 63 A21 REQUIRED TO BE 1 HOUR THE ADD - REV, ITIONAL RATING IS FOR SOUND RATING ONLY. �., 41. 1 HOUR FIRE RATED WALL (5015) \L SEE FIRE SAFETY PLANS FOR EXACT 2' 8' 2' CONSTRUCTION. ;0 42. SEE DIVISION 5.) FOR RAILINGS TYPICAL 1'-1 1/4 M 43. SEE ELECTRICAL DRAWINGS FOR ALL LIGHT- \�p D ING, SWITCHING, EXIT SIGNAGE ETC. M 10 A29 44. SEE PLUMBING DRAWINGS FOR LOCATIONS OF 00 I `I ALL FIRE SPRINKLER HEADS AND PIPING TYP. 45. COORDINATE ALL SLAB PENETRATIONS WITH h MECHANICAL, ELECTRICAL, PLUMBING AND 4� S, INA 46. MAINTAIN ALL PIPIW3NRAI COUNDUITS TIGHT TO �; { e• I CEILING IN THIS AREA AND GROUT AS UN- IFORhLYAS POSSIBLE SINCE NO DROP I tz CEILING OCCURS IN THIS AREA. 44 m I 41. FRANGIBLE MATERIAL (SEE CIVIL DUGS. REV. FOR SPEC IF IGAT IONS AND EXACT LOGS.) 4 6 48. WOOD LOCKERS SEE DIVISION 103. A 49. FULLY H.G. ACCESSIBLE SHOWER W/ SEAT AYI CONTROLS AND GRAB BARS PER CODE WITH 1/2' HIGH MAX. MARBLE CURB, WITH BEVELED DIN EDGES PER CODE. 36' x 36' CLEAR vj 50. STEAM GENERATOR SEE MECH. DWGS TYP. 51. WOOD SHELVING SIX SHELVES HIGH, 3/4' PLY- WOOD BRACED AS REQUIRED. 52. JANITORS SINK SEE PLUMBING DLL GS. 53. WOOD BENCHES SUPPLIED BY WOOD LOCKER SUPPLIER (SEE 5PEG5.) 54. ROOF DRAIN PIPING ABOVE CEILING rp COORDINATE EXACT LOCATIONS WITH PLUMBING PLANS TYP. 55. WOOD STEAM ROOM BENCHES PER OWNERS INTERIOR DESIGNER 56. TILE FLOOR INSTALL ALL TILE PER THE TCA 'HANDBOOK FOR CERAMIC TILE / INSTALLATIONS. SLOPE 1 1/2' MIN. TO DRAINS. 57. TOWEL BAR AND SHELF. 58. CONSTRUCT STEAM ROOM IN ACCORDANCE 1'-9' I8 8'-10' WITH TCA STANDARDS 6R-613-91. 59. SEE DIVISION 10.6 FOR NEWSPAPER DEL- IVERY RECEPTACLE. 60. WOOD DECK AND WALK 61. I HOUR FIRE RATED WALL (WP 1200) SEE FIRE SAFETY PLANS FOR EXACT CONSTRUCTION. 62. SEE DIVISION 14.1 FOR ELEVATOR SPECS. _•• - 63. DRAPERY POCKET PER INTERIOR DESIGNER. 64. CONTRACTOR SHALL BE RESPONSIBLE FOR i COORDINATING ANY AND ALL PENETRATIONS THRU SHEAR WALLS OR COLUMNS WITH STRUCTURAL ENQINEER. CONTRACTOR TO COORDINATE EXACT SIZES AND LOCATIONS WITH ELECTRICAL, MECH. AND PLUMBING DRAWINGS. 65. ALUMINUM SECURITY GATES WITH ELECTRONIC RELEASE CONTROLLED FROM GUARD HOUSE WITH LOCAL CONTROL 66. 2'x8' TRELLI5 JOISTS ® 12'O.C. ON DOUBLE 2'xl2' BEAMS SUPPORTED BY 6'x6' POSTS OVER A/C UNITS. MAINTAIN A MINIMUM 1'-0' HEAD HEIGHT. M2 I 4REA 'B' AREA 'C' AREA 'D' .AREA 'A' AREA 'E' IiIIIIIIIIA Era► ���-0 ��0 M■r ME so M■L AI■■■ Il M■IF ON n ■or ME--- Eml, IL _■ ■■■■■■■■■■■■■■ ■■11111111---- ME ■■ CD ■■ M■ ��{{ z CV MM �t CO ■■ (� O ry r min M� ■M u ■m Y ME U = a� C �� �v U O M L 0 � Q. ■■ I I_ Moll ME■EE■EM ■ MEMOS■■■■ ■moss■■■■ ■■ MOOO■■O■M ■■■ ■■OEM■■■M■■■■■ ■■■■■■■■■■■■ No °rr► ME Eu ■■M1EM 4 1711.111111 ■sO N'H.1''/'1111IN ■■M0 ■■0- _.rOgAlIM tiM■: M on 0■0111000■ ■■■■NON■MM■ M44 SO I► ■M■■6 *Arm ]:M:M ■■■■► M ::y=` �:::::a ■■ kill I■■■■■ 1 ■■ ar Ilk ■■■ l �- 7■ on 'ems■M ME ��]■■■ O■■■l`k `b \■■■■ MM \■■■ ■■ 7M ■m■■ ��� 'W 1. ■■ME\ ■Mi -AEON -gl►"11111p, 1■■■M J ■■EOM■ M, IIN N IN ■■ ■■ ■■■MOM■■■ ■■■ MENEM SEEM ■ ■ • = OEM SEEM �' ■■goo©oMM�:��a%�■ ■.■■■M■_���■M. :::::::��: No Nis ME smama um ■■■M■■/.sC ' ■ 'k. g, FI03 �� 11 LROOM � FIIT K \\.'� \ I 4;I I CONSTRUCTION. � 2 FI08 40. 2 HOUR FIRE RATED WALL (WPI5O5) SEE FIRE SAFETY PLANS FOR EXACT _ >.. ,. ... ,. CONSTRUCTION. THIS WALL IS ONLY \ sm/ 1 REQUIRED TO BE I HOUR THE ADD- ITIONAL RATING IS FOR SOUND RATING ') 3 SHEET r ONLY. 41. i HOUR FIRE RATED WALL l5015J \e 441 s >w M 45 SEE FIRE SAFETY PLANS FOR EXACT CONSTRUCTION. 41, SEE DIVISION 5.1 FOR RAILINGS TYPICAL ' He 43. SEE ELECTRICAL DRAWINGS FOR ALL LIGHT- R20 �- _.,_r.,.ING, SWITCHING, EXIT SIGNAGE ETC. 44, SEE PLUMBING DRAWINGS FOR LOCATIONS OF ALL FIRE SPRINKLER HEADS AND PIPING TYP.`O FIIB ,-3518'31R' � 45. COORDINATE ALL SLAB PENETRATION5 WITH , 8, 31/4' Io MECHANICAL, ELECTRICAL, PLUMBING AND - 2 9� O " STRUCTURAL DRAWINGS TYP. 46. MAINTAIN ALL PIPING IN COUNDUITS TIGHT TO v sa• �' 3 515 1-6 5/8' '-0, 3 5/8' T ' - CEILING IN THIS AREA AND GROUT AS UN- ' 3 . 31/4' /,__,� IFORMLY AS POSSIBLE SINCE NO DROP ?v RESTR p 3s� of CEILING OCCURS IN THIS AREA N ?. / J' v. FI09 I� gG ' ,P`s a `':6 "� 61 47. FRAFORNIBLE SPEEG FICA MATERIAL SAND EXACT LOOS) 9 y:48, WOOD LOCKERS SEE DIVISION 103. 4S. FULLY H.G. ACCESSIBLE SHOUTER W/ SEAT CONTROLS AND GRAB BARS PER CODE WITH FIm5 �REv fi'EV. \ MARBLE B, WITH EDGES PER CO15E.3b' xU3RSLEGENERATORDW ' CLEAR `,• % I SHEET �. C% ,, of\� ,m ® MECH. 50. STEAM GENERATOR SEE MECH. CsS TYP. s h A41 / ,O \ry S3 ROOM 02 ..� ,.,, ..,_..,.,„.,„.w.,_.— 51. WOOD SHELVING SIX SHELVES HIGH, 3/4' PLY- WOOD BRACED A5 REQUIRED. 3 52. JANITORS SINK SEE PLUMBING DUG5. \0 8, `✓% W \ "� F123 53. WOOD BENCHES SUPPLIED BY WOOD 3 I'-9 i/2' 5'-10 3/4' LOCKER SUPPLIER. (S£E SPECS.) 54. ROOF DRAIN PIPING ABOVE CEILING f - - -'>< 9'-0' I COORDINATE EXACT LOCATIONS WITH PLUMBING PLANS TYP. 55. WOOD STEAM ROOM BENCHES PER OWNERS RESTROOM `^ IH u 15 INTERIOR DESIGNER. \\ 56. TILE FLOOR INSTALL ALL TILE PER FI13 \ �\ \ b I `'' `� THE TGA 'HANDBOOK FOR CERAMIC TILE INSTALLATIONS SLOPE 1 1/2' MIN. TO DRAINS. S �31niEREV5l. TOUIEL BAR AND SHELF. !ELEVATOR a 58. CONSTRUCT STEAM ROOM IN ACCORDANCE �." / 5 SHEET "��"" / / . ? c sr " } SHEET LOBBY 3 ?. A�2 WITH tGA STANDARDS 5R-613-91. s+ x, a_,,,tom.. yt0 FII6 59. 5E£ DIVISION IOb FOR NEWSPAPER DEL- 1''+t LnLI.1i I KEYNOTES: I. CONTRACTOR TO PROVIDE A FULL SET OF DRAWINGS WITH SPECIFICATIONS TO ALL SUBCONTRACTORS FOR BIDDING AND CONSTRUCTION PURP05E5. 2. • PROVIDE DRYER CHASE CLEAN -OUT AT GROUND FLOOR (SEE MECH. DWSS. FOR DETAILS.) 3. INSULATE ALL WALLS AROUND A/C UNITS, BETWEEN LOBBY AND LIVING UNITS. 4. STOREFRONT SEE DIVISION 8.5 OF SPECS. 5. TOILET PAPER HOLDER 6. TOWEL BAR. 1. SLOPE BALCONY AWAY FROM ALL GLASS DOORS. PROVIDE LIGHT BROOM FINISH PULLED IN A DIRECTION PERPEN- DICULAR TO THE BALCONY EDGE. 8. SEE MECH. DWG5. FOR ACTUAL LOCATIONS AND CONFIGURATION OF A/C UNITS. 9. OWNER TO SELECT COLOR ON ALL KITCHEN CABINETRY AND KITCHEN APPLIANCES. 10. BAR STOOLS TO BE SELECTED BY OWNERS I.D. 11. SPIRAL EGRESS STAIR FROM2ND FLOOR UNITS SHALL PROVIDE A TOTAL RISE OF ll'-10 1/2' AND BE SUPPORTED BY A 6'x6'x4' THICK CONCRETE SLAB AT GRADE LEVEL AS TYPICAL INSTALLATION. UNIT 'Al REV. ON NORTH SIDE OF BLDG. SHALL HAVE A TOTAL RI5E OF 9'-6` FROvIDE EGRESS LIGHTING 12. 3'-0' x 4'-4' PASS THRU WINDOW. 13. SEE SHEET A39 FOR DOOR SCHEDULES. 14. SEE SHEET A40 FOR ROOM FINISH SCHEDULES. 15. SEE SHEET A5 FOR REFLECTED CEILING PLAN I6. SHOWER CONTROLS. 1-1. ELECTRIC PANEL LOCATION COORDINATE WITH ELECTRICAL DWGS. TYP. 18. LIBRARY BOOK SHELVING TO BE DESIGNED BY OWNERS INTERIOR DESIGNER. a SUPPLIED BY G.G. M, LOCATE FIRE MANAGEMENT CONTROL PANELS IN THIS WALL (SEE ELECTRICAL DW36.) 20. MAIL DIRECTORY SEE DIVISION 10b OF SPECS. 21. OUTGOING MAILBOX SEE DIVISION 10.6 OF SPECS. 22. INCOMING MAILBOXES SEE DIVISION 10b OF SPECS. LOCATED ON THIS SET OF DWGS. TYPICAL. 23. SECURITY PHONE AND BUILDING DIRECTORY LOC- ATED ON MASONRY BUILD -OUT. (SEE ELECTRICAL DRAWINGS FOR SPECIFICATIONS AND SUPPLY REQ.) 24. PROVIDE ELECTRONIC RELEASE FIRE SHUTTERS ABOVE WINDOW AREAS. 25. PLANTERS SEE DETAILS AND SECTIONS SHEET 430 26. METAL STUDS PER SPECIFICATIONS SEE DIVISION 5.3 2-1. COORDINATE ROUGH AND FINISH CARP- ENTRY WITH DIVISIONS 6.IAND 6.2. TYP. 28. SEE DIVISION l FOR THERMAL AND MOIST- URE PROTECTION, EXTERIOR INSULATION AND FINISH SYSTEM TYP. 29, SEE DIVISION 8 FOR DOOR AND WINDOW SPECIFICATIONS TYPICAL. 30. SEE DIVISION 9 FOR ALL FINISHES TYPICAL. 31. LINE OF SLAB EGDE FROM FLOOR ABOVE. 32. SEE DIVISION 14.2 FOR TRASH CHUTE SPECS, 33. A/C UNIT COORDINATE UNIT SIZE, LOCATION, AND ALL DUCTWORK AND DAMPER LOC- ATIONS WITH MECH. PLANS TYP. 34. HOT WATER HEATER PER PLUMBING DWG5. 35. METAL FABRICATED TENANT STORAGE UNITS 5EE DIVISION 10.4 FOR SPECIFICATIONS 36. EXTERIOR STAIR TO GRADE. 37. CONCRETE SLAB WITH BROOM FINISH. $8. CONTRACTOR TO COORDINATE CABINET OPENINGS WITH SELECTED APPLIANCES AND CABINET MAKER PRIOR TO CONS- TRUCTION. 39. 2 HOUR FIRE RATED CHASE lWP1095) SEE FIRE SAFETY PLANS FOR EXACT CONSTRUCTION. 40.2 HOUR FIRE RATED WALL (WPI505) SEE FIRE SAFETY PLANS FOR EXACT CONSTRUCTION, THIS WALL IS ONLY REQUIRED TO BE I HOUR THE ADD- ITIONAL RATING 15 FOR SOUND RATING ONLY. 41, 1 HOUR FIRE RATED WALL (5015) SEE FIRE SAFETY PLANS FOR EXACT CONSTRUCTION. 42. SEE DIVISION 5.1 FOR RAILINGS TYPICAL 43. SEE ELECTRICAL DRAWINGS FOR ALL LIGHT- ING, SWITCHING, EXIT 51GNAGE ETC. 44. SEE PLUMBING DRAWINGS FOR LOCATIONS OF ALL FIRE SPRINKLER HEADS AND PIPING TYP, 45. COORDINATE ALL SLAB PENETRATIONS WITH MECHANICAL, ELECTRICAL, PLUMBING AND STRUCTURAL DRAWINGS TYP. 46, MAINTAIN ALL PIPING IN COUNDUITS TIGHT TO CEILING IN TH15 AREA AND GROUT AS UN- IFORMLY AS POSSIBLE SINCE NO DROP CEILING OCCURS IN THIS AREA. 41. FRANGIBLE MATERIAL (SEE CIVIL DWGS. FOR SPECIFICATIONS AND EXACT LOCS.) 48. WOOD LOCKERS SEE DIVISION 103. 49. FULLY H.G. ACCESSIBLE SHOWER W/ SEAT CONTROLS AND GRAB BARS PER CODE WITH 1/2' HIGH MAX. MARBLE CURB, WITH BEVELED EDGES PER CODE. 36' x 36' CLEAR. 50. STEAM GENERATOR SEE MECH. DWGS TYP. 51. WOOD 5HE'LVING SIX SHELVES HIGH, 3/4' PLY- WOOD BRACED AS REQUIRED. 52. JANITOR5 SINK SEE PLUMBING DW65. 53. WOOD BENCHES SUPPLIED BY WOOD LOCKER SUPPLIER, (SEE 5PEC5.) 54. ROOF DRAIN PIPING ABOVE CEILING COORDINATE EXACT LOCATIONS WITH PLUMBING PLANS TYP. 55, WOOD STEAM ROOM BENCHES PER OWNERS INTERIOR DESIGNER. 56. TILE FLOOR INSTALL ALL TILE PER THE TCA 'HANDBOOK FOR CERAMIC TILE INSTALLATIONS. SLOPE 1 1/2' MIN. TO DRAINS. 51. TOWEL BAR AND SHELF. 58. CONSTRUCT STEAM ROOM IN ACCORDANCE WITH TCA STANDARDS SR-613-91. 55, SEE DIVISION 10.6 FOR NEWSPAPER DEL- IVERY RECEPTACLE. 60. WOOD DECK AND WALK. 61. 1 HOUR FIRE RATED WALL (WP 1200) SEE FIRE SAFETY PLANS FOR EXACT CONSTRUCTION. 62. SEE DIvISION 14.1 FOR ELEVATOR SPECS. 643. DRAPERY POCKET PER INTERIOR DESIGNER 64. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ANY AND ALL PENETRATIONS THRU SHEAR WALLS OR COLUMNS WITH STRUCTURAL ENGINEER. CONTRACTOR TO COORDINATE EXACT SIZES AND LOCATIONS WITH ELECTRICAL, MECH. AND PLUMBING DRAWINGS. 65. ALUMINUM SECURITY GATES WITH ELECTRONIC RELEASE CONTROLLED FROM GUARD HOU5E WITH LOCAL CONTROL z 1 i I ..4 �. '. ,.. �I, I n' \ \�� n �`" i'•r ,,;, y rax •® � ®_ II r �♦ I � / � �I��/ !� �/ I 1wi' dx- .n.vv..:ky"k.,`,!�r.,y.adn,, „ F.°.a ...rc-.n :w.>g. ,fit.,5a.b+vn,v, . �'.A7r'P z=,a4�+}MyR ,#�Kpv,.'��a�+.,. �.v.+Y%im'.n'.� SY:_1.��..r.y.a.w..w..`.`Sy...,.. .n/:'.t',,,i�v,Cv.'�sK.'.v.ua,,.�r�,`,nr +rv,d re � nx,.,... ,;:"�_ .a 9rrv. I«,':.i,. >�xii„,k,,x, E .3.. S�a::`,^..:A'..,.,.'.y?WfiGrobd . R'a,ta�1x: . s°,h5.tl.:.riw,ai,k( h�`E,`a.'n:, �:i'i;^' zv'pahPry .� f hSaar,*.7'- .� ,"r,;;'..:+. 1 .. 4.".e•,.+:..:,;. ',.- , �•�•.ax?s..u�a,F..:e: As"« .: :sxa:;rs4.�v 4 �':.�hy . �, ux .. ROOFD—• —— ABOVE y� _ PLANS COORDINATE • O' FLUM s /55. WOOD STEAM ROOMOWNERS � �► �� ■■ter EE, ,,. N ■E\. -- ---- ■■r IF ■■, , nS Not , No .. tO . mm �_{ {� CV " g M■ i.L ■■ L aJ Q � • c V / rtf G ■■ `N ■■ U MM _ _r . W ■■ L ■■ ■■■■■■■ ■■■ ■■■■■■■■■■ En SOMEONEEmmosom smommosm ■i o■E■iii■■■ .r]I� Ergon o► 5��� 11/1 Ii!1►.;i x I ii ■■ ME ME so on ME No tm No iii i� i k %ilk is jo ii� ii��ii%iin ■■M . ■■■ w. u■■■■M ■o No \. r� No ME Mm ►�► ON on ON .r n iii on No E■■ M■m■r'' ■■M■► ME EL W ■ �b`i moon 7■i■ii o■�,� IM■ so NO ME MEM■■■■E■■■S 77 MEMMMOMME M MOM■■■■■■MEMEMMEMEMMEME MS■ MOMMOMMEMMMOM MMM■■■■■M■■■M■■ Moo■ MES AIM ■/"/ z JEW 8 .9 _ L ,�,, S 42' A"" _ IIry REV. A Pl A243 P / / I I 1 ti A2-1 63 cv m REV. � A29 I30 V s S $ 44 ro I A A31 I s. s � I 43 n� KEYNOTES: 1 /`/IwIT=AI Ti = T/ A =III I GGT NN ------ a EMI 1I �■ EEL ■EL.■■ NEr �r 7M on ■ ME1 11 ■■'OEM \ .+�► ME■ !Co ■ M■ o ■■ME ., L 00 m ■E an - so. NE an- ., ■■ so am 'ME -- e M■ ` E■ u H ME Lr ME so. C O am__ME MN■■■, M■■■■ ■!■NEON■■ ■!■ r � t !■!NNE■■ ■■!■M ., :;'- MMMMEMEMMEMEME ■■ ■!■ MONEMEME MEMO ■■■ ■■., .. a M■MM■ ■ MEMITMIN ■ MolIMAN■iE\E,5\1111 ■WELF, sw-W �\11\ MINVY iiffililf " NONE SEEK,N; NEWIN M�►_I_ 1/rl:r , F ■■■a.iir �MMI d ONo ■■`,� MOM 'fir MMMELM. aMMPa._ ■■II __ 4 iiiL��i� , ■■■.�. ■■r-11111■01.i'�� ■MEf_ " ■ ■■■■r,.o !■!!!! MEM■1 Ir_ 1■ ■ ■ MEMOI No m1pp%wo '�� am Or MEr•UL 1b !■rE d. ■MMM._ ■■■■r\\.1 ■■■Orin► M■N!l -14 ■EN£I MOOED., II ■■■■L ■■ 'Ao NONE \. 7 MEMO ■■■■► -% NEON MENU NONE 'k'\' NNM= MEMO 3 mom to EEO■ "E■MME■EM EO■Mr m, _1111111■11MUS OMEN I L M■ODI%r"a' M■■■7 M■r M■► ,A.,qp• % I■MNNN - JMMMNN ■ MN■EN OEM" NEoaou: .00■■ ■NEM■■ ■■■MM ■■■■■■■■■MM■■■■N Q,; _.. ENO■■■MNENNN■NE■ ■M■■■■MNMN■■■NM M■MEN■■■■■■■■ ONOMMMMEMSENE MEN 0 MENEM ■ an E� 4 1 I■■■ 01-1 NMI AE Maw ■■■ ou■ra • ■MEN J", p" r T T ROROFINISH SEALED CONCRETRE VIATIONS: UNIT KEYNOTER:®��.■ a`i 'Y' R00M FINISH SCHEDULE - UNIT A ROOM FLOOR 5A5E WALLS CEILING REMARKS NO. DESCRIPTION MATL. MATL. MATL- FINISH MATL. HT, AI01 MECHANICAL ROOM 5. GONG. WOOD D.W. COP ANT CONC.XPI A102 W. I. C. -1 OF.C.1. WOOD D"W. OP. W COATS PANT CONCiKD. 8'-8' AI03 LAUNDRY ROOM TILE WOOD D.W. COOATSPANT D.Wi1CD. T'-6' AI04 COAT CLOSET OF.C,1. WOOD p-W, OP W /2 COATS PANT D.W!K.D. 1'-6' A105 DEN /BEDROOM =3 OF.C.1. WOOD D1U. OP. W /2 COAT5PANi CONO,4r D. DWAG.D. VARIES SEE REFL. CEILING PLAN A10Co MASTER BATHROOM TILE TILE Dw. OP. W O COATS P4WT D.WJSF, VARIES SEE REFL. CEILING PLAN A101 FOYER OF.C.I. WOOD DW1 Of- / COATS ANT C:ONCACD. DIDAGD VARIES SEE REFL. CEILING PLAN AI08 STORAGE OFC.I. WOOD DW/. V.P. W /2 CATS PANT D.WJKD 1'-6' A10'3 BATH 01 TILE TILE D.W. OP. W /2 COATS ANT D.W,/SF. AIIO MASTER W. 1. C. OF.C.I. WOOD D-W, OP. W COATS PANT CONCACD 8'-8' AM POWDER ROOM TILE a TILE D,W. COATS PANT ':)UJSF 7'-6' A112 W. 1. C. -2 OF.C.I. WOOD D.W. G P. W r COATS ANT CONC)KI). 8'-8' AI13 BEDROOM '2 OF.C.L UJOOD D.W. O.P. W R COATS PANT CONCA.D 8'-8' A114 MASTER SUITE OF.C.I. WOOD Dili. OAT W COATS AN CONCAtD. 8'-a' A115 GREAT ROOM OF.C.i. WOOD D.W. OP. R COATS PANT CONC.iK.D. 8'-8' Allb KITCHEN OF.C.I. WOOD D.W. O P W C,gp75 ppWT GONG.ACD. pW� VARIES SEE REFL. CEILING PLAN Alll BREAKFAST NOOK OF.C.I. UIUOD D.W. OP. W/ COATS PAWT CANC/KD. 8'-8' AIIB DINING ROOM OF,C.I. WOOD D,W. OP. W / COATS AIN GONCiKD. Ail9 ALL BALCONIES S. CONC. WA STUCCO E O. PAINT STUCCO 8'-8' BROOM FINISH CANC. W, TO BALCONY EGDE DOOR SCHEDULE - UNIT "A" DOOR MARK DESCRIPTION FRAME DESCRIPTION FIRE RATING DETAILS REMARKS NO. TYPE WIDTH x HT, THK MATL GUAGE U OTH DEpTN GIIAGE MAT. HOUR LABEL H U 5 Ap A101 C 2'-8' x 6'-V 13/4' W= N/A 2' N/A 16 GA STEEL I HR 'C' B/A31 5/A31 O/A31 PROVIDE AIR TIGHT GASKET A102 C 2 -b' x 6'-8' 1 314' SCUM N/A 2' N/A N/A WOOD N/A N/A A/A31 A/A31 A/A32 A103 C 2'-6' x 6 -V 13/4' 5C UDW N/A 2' N/A. N/A WOOD N/A WA A/A31 A/A31 B/A32 A104 D PAIR 3'-O' x 6'-8' t 3/4' SGW X N/A 2' N/A 16 GA STEEL I HR 'C' B/A31 B/A31 A/A32 PROVIDE ASTRAGAL A105 C 2 -6' x b -8' 1 3/4' W D N/A 2' WA WA WOOD N/A N/A A/A31 A/A31 A/A32 A" D PAIR 2 b' x b •8' 13/4' WX1D NIA 2' N/A N/A WOOD N/A WA A/A31 A/A31 A/A32 PROVIDE ASTRAGAL A101 K 8 -0' x W-V N/A ALUM. WA 4 5/8' N/A WA ALUM, N/A N/A F/A32 G/A32 H/A32 LIDING GLASSDOOR NOTE 6. AM C 2'-10'xb -8' 1 3/4' SCULLS N/A 2' N/A WA WOOD N/A WA A/A31 A/A31 A/A32 AI09 C 2'-b' x 6 -V 1 3/4' SC UDOD N/A 2' N/A N/A WOOD N/A N/A A/A31 A/A31 A/A32 AII0 C 2'-10Sc6 -V 1 3/4' 5CW OD N/A 2' N/A N/A WOOD N/A WA A/A31 WAN A/A32 AIII E 1 -6' x 6 -8' 1 1/0' WOOD WA N/A N/A WA WOOD N/A N/A E/A31 F/A31 A/A32 BI-FOLD / FULL LOUVER AII2 C 2'-10'x6'-V 1 3/4' 5C N/A 2' N/A N/A WOOD N/A N/A A/A31 A/A31 A/A32 A113 N PAIR 3'-O' x 6'-8' N/A ALL"/ IRWR N/A N/A N/A WA WOOD N/A N/A E/A31 SIM, F/431 SM. A/A32 MIRRORED BI-PASS A114 C 2'-10'xb'-8' 1 3/4' = WA 2' N/A WA UMD WA WA A/A31 A/A31 A/A32 A115S D PAIR 2'-6' x V.8' 3/4' SCUOM WA 2' N/A N/A WOOD N/A N/A A/A31 A/A31 A/A32 PROVIDE ASTRAGAL A116 C 2'-8' x 6'-8' 1 3/4' SGU= N/A 2' N/A WA WOOD N/A N/A A/A31 A/A31 B/A32 All -I C 2'-8' x 6'-8' 1 3/4' SC WXD WA 2' N/A N/A WOOD N/A N/A A/A31 A/A31 A/A32 AIIB K 8'-0' x 8'-B' WA ALUM. N/A 4 5/8' N/A N/A ALUM. N/A N/A F/A32 A32 WA32 10 NG GLA DOOR NOTE a. A119 M SEE PION z 84 WA ALUM, WA 4 5/8' N/A N/A ALUM. N/A WA F/A32 WAN WA31 MODPIED D GLASSDOOR NOTE 8. A120 L 12'-O' x V-8' N/A ALUM. N/A 4 5/8' N/A N/A ALUM, N/A N/A F/A32 WA32 H/A32 6. G A DOOR NOTE 8. NOTE A121 C 2'-6' x 6'-V 1 3/4' WX WA 2' N/A WA WOOD N/A WA C/A31 D/A31 A/A32 POCKET DOOR A122 K W-O' x V-8' WA ALUM. N/A 4 5/8' N/A N/A ALUM. WA WA F/A32 WA32 H/A31 L DING GLASS DOOR NOTE 8. A123 K 5'•O' x 8.8' N/A ALUM. N/A N/A N/A N/A ALUM. N/A N/A F/A32 WA32 WA32 NOTE6. GLA DOOR NOTE E. A124 K 8-0' x 8-8' WA ALUM. WA N/A N/A N/A ALUM. WA WA F/A32 G/A32 H/A32 S. GL DOOR NOTE S. NOTE A125 I 3 -4' x 8 -0' WA � N/A 2' N/A WA ALUM. WA WA P/A31 9 n2 Q/A31 SECOND FLOOR ONLY AI26 E T-0- x 6'-8' 11/8' WOOD N/A N/A N/A WA WOOD N/A WA L/A32 M/A32 A/A32 BI-FOLD / FULL LOUVER A127 C 3'-0- x b'-8' 13/4' 5C N/A 2' N/A N/A WOOD N/A WA A/A31 A/A31 A/A31 DOl1BLE•AGTING DOOR WINDOW SCHEDULE UNIT "A" WINDOW DETAILS HI J S REt-114RK5 MARK DESCRIPTION _--_-� WIDTH x HT. JAA 4'-0' W. x 2'-0' H, I/A35 3/A35 4/A35 HORIZONTAL SLIDER SEE PLAN W. x 6'-O' H, 2/A35 3/A35 4/A35 NOTE S , NOTE 10 s3'-8' W, x W-8' H. 2/435 5/A35 8/A35 3RD THRU 12TH FLOOR NOTE 11. a a - Mw ,Yi. NNE - s ) +sK N S 3 F m� - � tT W � I, y � l ml ~~ - a '�'�§, w'u�. � � s tM. g '. p AiSN Ksl'1v'ei'tfi, ���4 i��NII � �' 1 tgal�i ""Ax>xJJ,l- PY� �v4 +'F i4' ,`,;Pi �S' � 'F Y��t'�,°'�Y `% } ����i I'h�• n � 1 AK a iff SCALE 1/4' 1'-0' SQUARE FOOTAGE UNIT TYPE 'A' LIVING AREA 2,326 SO• FT. UNIT TYPE 'A' BALCONIES 4aO SQ. FT. UNIT TYPE 'A' TOTAL SQ. FTG. 200ro SQ. FT. ■■r `■ on ■ s ■■L /■ ASUL A 6 ■■ �' Um— r MM_ ME ■o W C!? , ■■ ■i c - +` ■ cz °I � ° :: ■■ (%} ■■ so-14 ■■ f 4 ■■ 77 T 0 ■■ (� ✓ ■■ o ■■ ^�L{ 3.i V N ■■ ■■■ ■■■■■■■■■ ■■■■■■■■■■■■■ ■■■■■■■■ ■■■■■■■■ ■■■■■■■■ ■■■■■■■■■■■■■■■ ■■■■■■■■■■■ MEN ■■ .... ■■■■■■■■■■■■■■■■ ,> ITZ WRINVIR, ale", ■1 C■■ .n 1. m ■ ■■■■s■�iimix ■■■■ii■■■■■ no■■■■■■ on■■i 1 ■■■■ram.. i � ■■■■l '"MINi ■soot.►�■ ■o■oMb i ■■■�l�. 10■■■■ ■soot ■■■■\. �. �■ - l ii�■i �� i ■■■W. It■■■■■ ■■I _r ■■N_ ■■■■ram\. ■soot► ■■■■► ■■■■L A 3� r. iii ' 77 ■■not ._ 111111 - 71 J■n■■■ •• ■■■■■►. ■■■■r -41111s1111 ■■■■r.. �■■■■ ■■■■► - ,. loss ■■■■rN"d,r. A■■■ . ■■■■� � • loss■■ ■■i gq. ••• INN ME - ■■\ V - d■■■■■■C ■■■;11111\� ism MEN, AAM ■■■■■■■woom■■■� ` ■■■■■■■■■■■■■■■ ■■ ■■- ■■■■om■■o■��■■■ ■■ool7uouoo ■■■■ sons■■■■■■■■■■■ ■■■■■■■■■n■o■■■■ ■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■ ■■o■■■ons■■■■■■s ■ono■■■■■■■■■■n■ ■■s■o■■■■■■■o■■■ ■■■■o■■■■■■■■■■■ ■■■■■■■o■■■■so■■ mom i ■■AVIAIII ■o■ �■s■ .. ■■■■■■■■■■ ■■■■■ ■■CJOO©0■■f �IrJr_Aw■■ n■■., ■■■■■■■■■■ i■■11 •• • �Cn■�7�.�Il4'Ta� ■■■■■■■■■ .:■ sn■■■■■ n ■■OlOOO[I■��■■■■■ ■■ - ■■■■■FAQ ■1 L 1I r-2 CW Ak f BATK FATK 3 BATH ( 112 I _0 J, A� Im SIR, iIas T" 4 E;'Iv "OUrtT 777777 � we "al L j Zo AI 1411 ;,, I INTERIOR ELEVATION KEYN TIES: 1 CERAMIC SOAP DISH. 23. RANGE. HOOD. 2. BATH TUB. 24. OPENING. 3. 2'-0" CERAMIC TOWEL BAR- 25. DOUBLE SINK. 4. CERAMIC TILE BAND.26. PLASTIC LAMINATE COUNTER SEE FLOOR PLANS d .. d: 5. CERAMIC TILE BASE. 27. DISHWASHER SP 6. WATER CLOSET. 28. PEDESTAL SINK 7. CERAMIC TOILET PAPER HOLDER. 29. 1'-6" CERAMIC 8. MEDICINE CABINET WITH WOOD LOUVERED DOOR 30. ALUMINUM AND 9. MIRROR WITH SEALED EDGES, AS SHOWN- 31. CERAMIC TILE - A�--OU1> -T-u2t- CC- ILI K� 10. VANITY SINK. 32. SHOWER HEAD. 11. 4" HIGH BACKSPLASH (PROVIDE END SPLASHES WHERE SHOWN). 33. SHOWER CONTROLS LOCATION. 12. PLASTIC LAMINATE BASE CABINET(S), AS SHOWN (PROVIDE WITH ONE 34. PLASTIC LAMINATE STORAGE AREA, AS SHOWN (PROVIDE WITH TWO ADJUSTABLE SHELF INSIDE). ADJUSTABLE SHELVES INSIDE TOP & BOTTOM). 13. 3' LAMINATED TOR SPACE- 36. 2'-0" DEEP COUNTERTOP. 14. TILE FACE AND TOP OF TUB SURROUND. 37. 1 '-O"DEEP UPPER CABINETS. 15. BAR SINK. 38. 1 X WOOD CAP WITH ROUNDED EDGES. 16. DOORS NOT SHOWN FOR CLARITY. 39. eff@WEft eURTA+M-+III j(A107 (/5W) 17. PLASTIC LAMINATE UPPER CABINET(S), AS SHOWN (PROVIDE WITH TWO 40. 1 '-O"CERAMIC TOWEL BAR. ADJUSTABLE r TABLE SHELVES INSIDE). 41. 1'-10" DEEP COUNTERTOP. 18. SOFFIT. 42. CHROME -PLATED TOILET PAPER HOLDER, RECESSED INTO CABINET AS 19. WOOD BASEBOARD: #623 (9/16- X 3 1/4") BY "BROWNS MOULDING SHOWN. CO." OR APPROVED EQUIVALENT- WITH FIVE ADJUSTABLE SHELVES 46. W, x 3 1 /v 12 F, E e 20. PLASTIC LAMINATE PANTRY (PROVIDE WI 44-. ED AIA,1�31_6, INSIDE). 21. REFRIGERATOR SPACE. 45. Ar 22. STOVE SPACE. A VOTE: PROVIDE ON ADJUSTABLE SHELF IN ALL BASE CABINETS AND TWO I f A T Q BATHROOM KAARTFR BAk THROC)tO ADJUSTABLE SHELVES IN ALL UPPER CABINETS, UNLESS A 2 20) OTHERWISE NOTED. IKE =111 01, lm;m IN I �i lmm I sommi ;; �m i ram�l lil!Amc 1110PT911 'V UNIT KEYNOTES:4. I. CONTRACTOR TO PROVIDE A FULL SET 12. UPPER COUNTER TOP 12' WIDE. ■®®®■■ �''.. ROOM FINISH SCHEDULE - UNIT "B" ROOM FLOOR BASE WALLS CEILING REMARKS NO, DESCRIPTION MATL. MAiL. MATL. FINISH MATL. HT. 5I01 MECHANICAL ROOM S. CONC. WOOD D.W. OP. W /2 COAT5 PANT EXP, GONG. 5IO2 KITCHEN OF.G.I. WOOD D.W. O.P. W /2 CATS ANT CONC.ACD. D.W.,11i VARIES SEE REFL. CEILING PLAN 5103 FOYER O.G.I. F WOOD D.W. P, ANT cO AT W rz ONC../l CONc/KD. VARIES NG SEE REFL. CEILIPLAN 5I04 LAUNDRY ROOM TILE WOOD D.W. OP. W rzATS pAep B105 CLOSET OF.C.I. WOOD D.W. O.P. W n qt PAM D.W./K.D. 5I06 DEN OF.G.I. WOOD D.W. CggiSO.P. W /2 PANT GONC�IC.D. p.W.ACD. VARIES 5EE REFL. CEILING PLAN 5I01 MASTER SUITE OF.G.I. WDOD DWJ. OP. WAT5 W '2PANT GONG/KD. 8 -8' E3108 MASTER W. I. G. OF.G I. WOOD D.W OP, W n. LOATS PANT GONC/ICll. 8'-8' 51043 MASTER BATHROOM TILE TILE D.W. OP.12 n W P. D.W./SF. VARIES SEE REEL. CEILING PLAN BIIO DINING ROOM OF.G.I, WOOD D.W. O W n C,OA75 P, PANT GONGACD. 8'-8' BIII GREAT ROOM OF.G.I. WOOD D.W. OF, W nCOATS PANT CONGJKD. 8'-8' BI12 BEDROOM 02 OF.G.I. WOOD D.W. OP, W rz1OAi5 PANT GONG/KD. 8'-8' 6II3 W.LG. diOF.C.I, WOOD D.W. P. W n O C,OAT5PANT CONC/KD, 8'-B• 5114 BATH •1 TILE TILE D,W. 'S PANT W rz COAT D.W./SF. 71-6' E3115 ALL BALCONIES 5. GONG. N/A STUCCO ANT ELA TO. 8'-8' BROOM FINISH CONIC. W*STUCCO TO BALCONY EGDE BII6 OPTIONAL LAUNDRY ROOM TILE WOOD D.W. OW COAT5 PANT D.W,/K,D. 1'-6' Blll OPTIONAL BATH �2 TILE TILE D.W. O. W n COAi6 ANT D.W./SF. 1'-15' DOOR SCHEDULE - UNIT DOOR -:]:FRAME FIRE RATINC3 DETAILS REMARKS MARK DESCRIPTION DESCRIPTION. NO. YPE WIDTH x HT. TNK. MATL. GUAGE WIDTH W P N GUAGE MAT, HOUR LABEL H J S 5I01 G 2'-8x ii 13/4' 5O 13XD N/A 2' N/A 16 GA STEEL I HR 'C' B/A31 B/A31 Q/A31 PROVIDE AIR TIG14T GASKET 5102 H SEE FLlNx 5'-V N/A A�q� N/A 2' N/A N/A ALUM. N/A N/A WA32 P/A31 Q/A31 2ND FLOOR ONLY 5103 D 'PAIR 3'-V x b -8' 1 3/4' 5CW00D N/A 2' N/A 16 GA STEEL I HR. 'G' B/A31 B/A31 A/A32 PROVIDE ASTRAGAL B104 G T-8' x 6 -8' 1 3/4' SC WOOD N/A 2' N/A N/A WOOD N/A N/A A/A31 A/A31 B/A32 BI05 C 2'-8' x 6'-8' 1 3/4' SC N/A liOODl N/A N/A A,A31 A/A31 B/A32 5106 F PAIR 2'-O' x V-8' 1 I/8' WOOD N/A N/A N/A N/A WOOD N/A N/A E/A31 F/A31 A/A32 BI-FOLD J FULL LOUVER B101 G 2'-I0'xb'-8' 1 3/4' SC WA 2' N/A N/A WOOD N/A N/A C/A31 D/A31 A/A32 POCKET DOOR 15108 E I'-b' x V-8' 1 I/8' WOOD N/A N/A N/A N/A WOOD N/A N/A E/A31 F/A31 A/A32 BI-FOLD / FULL LOUVER BIOS G T-I0'xb -8' 1 3/4' 5CW00D N/A 2' N/A N/A WOOD N/A N/A A/A31 A/A31 B/A32 BI)0 O 3'•0' x 6 -8' N/A ALun/MI N/A N/A N/A N/A WIDOD N/A N/A E/A31 F/A31 A/A32 MIRRORED BI-FOLD BIII D PAIR T-V x 6 -8' 1 3/4' 5C1(1D N/A 2' N/A N/A WOOD N/A N/A A/AN A/A31 A/Ai PROVIDE ASTRAGAL E3112 M 5EE R.AN x 6.8' N/A ALUM. N/A 4 5/8' N/A I WA ALUM. N/A N/A F/A32 G/432 WA32 MODIFIED SLIDN6 GLASS DOOR N T 8. B113 L 9'-O' x V-8' N/A ALUM. N/A 4 5J8' N/A N/A ALUM WA N/A F/A32 WA32 H/A32 SLIDING GLASS DOOR NOTE 5. NOTE 8. 5114 K 6'.0- x 8'-8' N/A ALUM. N/A 4 5/8' N/A N/A ALUM. N/A N/A F/A32 G/A32 H/A32 SLIDING GLA55 DOOR NOTE 5. NOTE 8, 5II5 K V-V x W-8' N/A ALUM. N/A 4 5/6' N/A N/A ALUM. N/A N/A F/A32 G/A32 H/A32 SLIDING GLASS DOOR NOTE 8. BII6 K 8'-O' x V-8' N/A ALUM. N/A 4 5/6' N/A N/A ALUM, N/A N/A F/A32 G/A32 H/A32 FLOORS 3 THRU 13 ONLYNOTE 8. Bill C T-8' x 6'-8' 1 3/4' 5C W= N/A 2' N/A N/A LOOD N/A N/A A/A3l A/A31 A/A32 BIIB G 2'-6' x 6 -8' 1 3/4' M N/A 2' N/A N/A LLDOD N/A N/A A/A31 A/A31 A/A32 BII9 C 2'-10'x6 -8' 3/4' SC W90D N/A 2' N/A N/A UA')OD N/A N/A G/A31 D/A31 A/A32 POCKET DOOR 5120 E 1'40' x 111/8' 11000 N/A N/A I N/A I N/A WOOD N/A I N/A E/A31 F/A31 A/A32 BI-FOLD / FULL LOUVER OPTIONAL DOORS OFTEN G 3'•0' x b'•8' 13/4' YIYXA N/A 2' N/A N/A WOOD N/A N/A C/A31 D/431 A/A32 POCKET DOOR OF752 D PAIR 2'-V x 11 1 3/4' YWIzD N/A 2- N/A N/A WOOD N/A N/A A/A31 A/A31 A/A32 PROVIDE ASTRAGAL OPB3 C T-10 x 6'.8' 1 3/4' xLLUOD N/A 2' N/A N/A WOOD N/A N/A C/A31 D/A31 B/A32 POCKET DOOR 0PTB4 C 2'-V x b'•8' 1 3/4' x W= N/A 2' N/A N/A WOOD N/A N/A A/A31 A/A31 Bi OPTBS E 2'-0' x b'-8' I I/8' Wl'70D N/A N/A N/A N/A WOOD N/A N/A I L/A32 M/A32 A/A32 BI-FOLD / FULL LOUVER OP1B6 F PAIR 1'-6' x 6 -8' 1 1/5' WOOD N/A N/A N/A N/A WOOD N/A N/A E/A31 F/A31 A/A32 BI-FOLD /FULL LOUVER • 1 I - ! p ••. I • � IIr r11� ` r •71, ., • Y3j if � .�� �6'+�it T� � � •- � - r• G - II- I • • :n t .ik� TAR s2 A` k is �-0r� c (yu ri a�f vbw x� P�Yyyy(I.u) v � r ' ! x ✓P, k 3a r M Y 1 1 ry 4 l .. ., / Y'!,u fig, d%� v tN y�.�£7�•, `..,. *vYgix'u r� �"fi ff 'J ., {'F IP „f�F.,�T�X'ig }r,p„�In I II 16 • e \ � ds r u v" � ` `,`♦ � >€ x�:3 : ���is;.r�, o , tts �. • '�i n , A kw e� I • e i h y. ♦ • 1� • ,`^`. ` ,ICI" °+Y, ",..*,`p�4 =u: I - Y OF DRAWINGS WITH SPECIFICATIONS TO 13. CANTILLEVER SLAB OUT TO FORM SLAB •-•-" ALL SUBCONTRACTORS FOR BIDDING FOR CIRCULAR STAIR AT 2ND SEE STRUCTURAL .51 AND CONSTRUCTION PURPOSES. 14, RECESSED TILED SHELF COORDINATE 1 iTi 2 ARATINGETRASH CHUTE AREA RAUNITS,� WITH OWNERS INTERIOR DECORATOR. T 1 ING UNITS.. 15. SHOWER CONTROLS. 16. 4'-0' W, x 3'-0' H. KITCHEN OPENING. 3. INSULATE ALL WALLS AROUND A A34 BETWEEN LOBBY AND LIVING UNIl. ELECTRIC PANEL LOCATION COORDINATE 16'-6' ' 13'-II° WITH ELECTRICAL DUJG5. TYP. 4. MEDICINE CABINET. 18. 36' H. WALL WITH WOOD I' x 6' CAP AND 5. TOILET PAPER HOLDER.DECORATIVE SHOE MOLD TRIM PER ID. 9'-0.'2'-0' II'-5' ... ,•6. TOWEL BAR. 19. OPTIONAL POCKET DOOR. -1. SLOPE BALCONY AWAY FROM SLIDING 20. OPTIONAL WALL AND SWINGING DOORS. GLASS DOORS. PROVIDE LIGHT BROOM 21, PLANNING DESK FINISH PULLED IN A DIRECTION PERPEN- -_ 19 �'• 42 .4 DICULAR TO THE BALCONY EDGE. 22. PANTRY TO BE MANUFACTURED BY KIT, I f _. .. .._._ __._... ..-__ .. CABINET SUPPLIER,AND INSTALLED BY GC. BALCONY 8. AT SECOND FLOOR ONLY, PROVIDE LOW 23. PLENUM WALL ABOVE CEILING CONSTR- t" WALL WITH TOP RAILING AND DRAINAGE B ''I`"b+' SCUPPERS. SEE SECTIONS 'B/A44, D/A35'. UCTED OF 3 5/8' METAL 5TUD5 AND ONE BII5 ' I' BN3 \ _ _ _ _,.,. ' ` s ti `x�'• LAYER OF 1/2' DRYWALL. 9 9 l 24. THI5 CEILING AREA TO BE CONSTRUCTED K ip -- \ / ; } . 3. ,/6, 3S; OF 2 LAYERS OF 5/8° FIRE CODE DRYWALL >� ON 5U5PENDED METAL FURRING. PLENUM �• t WALL ABOVE OVE CEILING TO BE 3 5/5' METAL STUDS WITH 5/8' FIRE CODE DRYWALL MASTER SUIT - ? ` I , EACH SIDE (WP1200) SEE FIRE SAFETY ° :..I .._ ... .... , __ PLANS TYPICAL. BI01 25. OPTIONAL WALL. if,5 28 �, - - 3� 2 6. METAL STUDS PER SPECIFICATIONS SEE 2 = r µ _ a'- DIVISION 5.3 ' i 9 , � 2-1. COORDINATE ROUGH AND FINISH CARP- J6 BII5 ' ,I, ENTRY WITH DIVISIONS 6.1 AND .2. TYP. h 30 3 R a _. „ _ < , / fi �J 26. SEE DIVISION l FOR THERMAL AND MOIST- v O �q ' URE PROTECTION, EXTERIOR INSULATION AND FINISH SYSTEM TYP. r ,m�\ / x3 T ` • , ,.\ Ak ._ S��Gc�'�� 13 G 29. SEE DIVISION 8 FOR DOOR AND WINDOW ' ti 91, SPECIFICATIONS TYPICAL. b IV11/2' 8'-41/8' 3518' 12' 4'-1 I/4' Q�� SS \ /BIII \ �C A� �AfiCpr9i ,•0 is 30, SEE DIVISION e FOR ALL FINISHES TYPICAL. , T m \ BAR ` -'c c Rom/-ti0� ..,. 31, SEE DIVISION 10 FOR CLOSET AND PANTRY �.._..__ ,-._. '4< d�SSO r• 32. SEELVING. E DIVISION 14.2 FOR TRASH CHUTE SPECS. 12- GREAT ROOM = \ '�" 33jl-1 1/2. A/C UNIT COORDINATE UNIT SIZE, LOCATION, MASTER BIII ry• �' AND ALL DUCTWORK AND DAMPER LOC- y: F �S`• ATIONS WITH MECH. PLANS TYP. v m 8�08 BIIO I 0 s �, 42 34. HOT WATER HEATER PER PLUMBING DWGS. II /1 m 'e I B111 ry`�/ •'sr.- T - _ `�`S, + 35. LAUNDRY SINK PER PLUMBING DWG5. TYP. - 2' 101/8' 12' 12' - /� - 1p. 36. OPEN FOR VANITY KNEE SPACE. Q S°y-4' r- _ _ `Q 31. COORDINATE SLAB RECESS WITH SELECT- - _ _ 109 SAL.- , 13 / ED SLIDING GLASS DOOR MANUFACTURER CONY @, I��`�`9/11 PRIOR TO CONSTRUCTION. CONTRACTOR I _ 9. \ TO COORDINATE, PROVIDE SHOP DWGS. 36, TO COORDINATE OPENINGS WWIITTH SELECTED NAPPLIANBCES s BI08 'sue• 6 ,� 29 \ Big AND CABINET MAKER PRIOR TO CONS- ' TRUCTION. BI01 13 3 MASTER = �SIM. m 1 "� 11 µ �8•BATHROVI-I „m \ 2ND FLR 8 343, 2 HOUR FIRE RATED CHA5E (WP1005) BII6 \ ONLY ®• SEE FIRE SAFETY PLANS FOR EXACT CONSTRUCTION \A22 -- _ \5` ` 1 3 THRU�13 I 40.2 HOUR FIRE RATED WALL (WPI505) 1'.2518' 15 „� ,. n, :+... 1 SEE FIRE SAFETY PLANS FOR EXACT hl m CONSTRUCTION. THIS WALL IS ONLY BEDROOM W2 REQUIRED TO BE I HOUR THE ADD- .b •'• BIII \ ITIONAL RATING IS FOR SOUND RATING 5'-3' DINING3'-3 ROOM e' .r0 ONLY. �m ?, Co 41, 1 HOUR FIRE RATED WALL (5015) SEE FIRE SAFETY PLANS FOR EXACT CONSTRUCTION. a0 '8 - 14 \ UPPER CABINETS AT 8119 // \ 30 42, SEE DIVISION 5.1 FOR ALL RAILINGS TYPICAL. 6'-0' AFF. ti yl5 S. PROVIDE SWINGING DOOR ONLY AT SEC- 43. SEE ELECTRICAL DRAWINGS FOR ALL LIGHT- OND FLOOR FOR EGRESS TO SPIRAL ING, SWITCHING, EXIT SIGNAGE ETC. I I I I 1 \ y 1 �8• y Il ?6• c STAIRS. ALL OTHER FLOORS SHALL HAVE 44, SEE PLUMBING DRAWINGS FOR LOCATIONS OF 'e3 \ 0\1 8105 ^ ue' / lip, A FIXED GLA55 ALUMINUM FRAME. ALL FIRE SPRINKLER HEADS AND PIPING TYP. \ 10. \ PROVIDE A 2' SLEEVE IN COLUMN TO AL- 45. COORDINATE ALL SLAB PENETRATIONS WITH �ry ti `� y q /, BIIB 9• v P s, 4as� IGN WITH STUD CAVITY FOR PENETRATION MECHANICAL, ELECTRICAL, PLUMBING AND 6' P s. 9 OF SPRINKLER PIPING AT BELOW STRUCTURAL DRAWINGS TYP, 6 WA KITCHEN CEILING SLAB. COORDINATE WITH MECH- 46. PROVIDE 1/2' DRYWALL SMOKE BARRIER (FROM ANICAL DWG9. AND STRUCTURAL DWGS. i SLAB TO SLAB) BETWEEN OUTLETS, ETC. ON 5II4 �\ �' 41 I. SPIRAL EGRESS STAIR FROM 2ND FLOOR OPPSITE SIDE OF ALL DOUBLE WALL FIRE- ryFd19 \. \ \ 39 UNITS SHALL PROVIDE A TOTAL RISE OF RATED DEM151NG WALL ASSEMBLIE5ITYPICAL 10 'h \ T BY A ALL FLOORS). 6 II'-10 I/2' AND BE SUPPORTED �� 6'x6'x4' THICK CONCRETE SLAB AT GRADE 4l, ALL UNITS TO BE COMPLETELY PREWIRED FOR LEVEL A$ TYPICAL INSTALLATION. UNIT FOR CABLE T.V. 4 PHONE SEE ELECT. DWG5. TYP. SN' �=!,m y R"® e 6 �• 'A' REV. ON NORTH SIDE OF BLDG. SHALL 48. SECURITY CONTROL PAD. J I I �� SH 6 = 6't' y HAVE A TOTAL RISE OF V-6'. (PROVIDE EGRESS LIGHTING) 49, CULTURED MARBLE TUB, DECK, SPLASH, SKIRT TYP. 31R' I'- 1' 3V1 \ _ / O SEE SPECIFICATIONS FOR Mlii 50. WHIRLPOOL TUB AT PENTHOUSE ONLY. �y 51. PROVIDE ELECTRICAL RECEPTACLE AND PHONE / �PTIONAL \ ti Q' O - 11 OUTLET IN LAUNDRY ROOM AT 60' AFF. FOR ALARM ti JA DOOR / C/ TYP_ 3 0, •Clq /, 6 / PANEL. COORDINATE WITH ELECTRICAL DWl'a5. S i j 1-� _ �� 4m \\ / I ` - e3 is' y DEN 'w w yNI c 8WA KITCHEN F'©, % a. �yo �m t A22 y e J h 1 :r r e x 3 � TYP. A 9 e1 w 10 ^1 I ' . n I rx . 514. A22 3 U!' 1'_I• �' A \S.A, / „/ \� • / C< /;t �:a"•'4',a�n r. TYP?T 1; I ° a� 3 3 Li A22 p, \ # } tl .� 'r r = TYP. qj -C� •� T `6 DOOR / O ` LAUNDRY p � / • � - �q S '0 / BI04 �' ) c s ill = •, I DEN BI06 cc T« x'" ;,�-• :�'� .r, • 11 I 39 v� � � 3 ti �,��^ BI03 ,� 3 p TYP. A I10 e. \ 11 I 1 I h° r ary r i ra � BI .4 _ s y c I' 4w, kww AR = 4r p A22 « s71� '�' ^�' � rF •� � OPT. �' \ .a, ATH sa si , A, B PLAN O INDICATES CEILING AT I'-6'AFF. :: :., . ,:........ , -.,,.. ,.� :'SCALE I/4' 1;_0. UNIT 'A' ,. . UNIT 'A' REFLECTED CEILING ®-INDICATES CEILING AT 8'-0' AFF, REV - - 0-INDICATES CEILING AT 8'-8' AFF. 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' , "iv .X. .. ,. ., " , .. er e. ,.. . ,5 .._.: ,. .. ... . ,.. _. 1 ':'v ,In ... p!.r. ,. o V.!f to -,.. ..,...._ �,. ., ... i' ,.:, hs ,. _ iN - i..... ._ . ,. '€.. ... -.-.. .., -... .. ," a , t . , _mrkx. 86 ,_.. .,:4«e. }1'1.. ". d.,l«„ - .x ._._ r.. .STL"w.,-. ^`Z�':'.. ar..r. k''"kar - , >a'*aun' . .. .w,., at: .. r ,.s .ir'. ry .f- ... 4.c -,�ba. . .,, r..l... : e n. ♦ yd...r'F a1,e. .. M. 1.. .: ,..oC..n .. .,. o .. r. .... .. e.P.�� rcl ��s S 3 f l/ t } i m' ---___--______� -_- -_-_-- � ,gay, i _ i i - - .i �. / - "I"•,x°; 'r":ran , ! I7 i i / C ",' ,r\'\(.T j!,g x.a. ,� r�C� /l I I \\ /'�b -n• Y 2.. BATH TUB. 24. OPENING. 2. TOILET PAPER HOLDER - 1'-6" TO CBNTERLINE.- =`,;ur; 2'-0" CERAMIC TOWEL BAR. 25. DOUBLE SINK. 3. MHDICINH CABINHT - 4'-0" TO BOTTOM.- ,- 4. CERAMIC TILE BAND. ': 26. PLASTIC LAMINATE COUNTER (SEE FLOOR PLANS). 4. SOAP DISH AT TUB/SHOWER - 2'-0" TO BOTTOM. C C 5. CERAMIC TILE BASE. 27. DISHWASHER SPACE. 5. SOAP DISH IN SHOWER - 4'-0" TO CENTERLINE. Q El. WATER CLOSET. 28. PEDESTAL SINK. 6. MIRROR - 6'-2" TO TOP, 1/4" ABOVE COUNTER HACKSPLASB. r :may . 7 '. CERAMIC TOILET PAPER HOLD 29. 1'-6" CERAMIC TOWEL BAR. NET WITH WOO LO RBD DOOR N D GLASS SHOWER ENCLOSURE k El. MEDICINE CABI I 30. ALUMINUM A Si. MIRROR WITH SEALED EDGES, CE/L/MG 31. CERAMIC TILE A,�OU4ZP TUO � ¢ SNOIVeli CE/L/NG T 4 10. VANITY SINK. / 32. SHOWER HEAD. : IkA��i�v,.9'mry*11"c' ' J 11. 4" HIGH BACKSPLASH (PROVIDE END SPLASHES WHERE SHOWN). 33. SHOWER CONTROLS LOCATION. /I'JL 12. PLASTIC LAMINATE BASE CABINETS AS SHOWN PROVIDE WITH ONE ,3v ^ 'I ( ), ( 34. PLASTIC LAMINATE STORAGE AREA, AS SHOWN (PROVIDE WITH TWO Yv \ ADJUSTABLE SHELF INSIDE) . ADJUSTABLE SHELVES INSIDE TOP S BOTTOM) . f Y, ✓,�' . ',, '' f,.'�" * z+r7 h b 13. 3" LAMINATED TOE SPACE. 36. 2'-0" DEEP COUNTERTOP. - 14. TILE FACE AND TOP OF TUB SURROUND. 37. 1'-0" DEEP UPPER CABINETS.' 2 15. BAR SINK. 38. 1 X WOOD CAP WITH ROUNDED EDGES.fz p'w zfik _� II �n 16. DOORS NOT SHOWN FOR CLARITY. 39. 6:i}piih'Rii$44rFtif4jD. (N"T ,t�,':� �'w,'as'�;}4'I°n�;.h3t rEsm°�r,rux;�Y , 17. PLASTIC LAMINATE UPPER CABINET(S), AS SHOWN (PROVIDE WITH 0 40. 1'-0" CERAMIC TOWEL BAR• qq 19. WOOD BASEBOARD: #623 9/16" X 3 1/4") BY BROWNS MOULD NG SHOWN, TOP "'a � 7I EQUIVALENT. I ti u , ADJUSTABLE SHELVES INSIDE). 42. 1'-10' DEEP COUNTERTOP. PAPER HOLDER RECESSED INTO CABINET AS " .._ - 18. COOFFIOR APPROVED EQUI 42. CHROME -PLATED TOILE. RELESS. ( -- 20. PLASTIC LAMINATE PANTRY (PROVIDE WITH FIVE ADJUSTABLE SHELVES 43. �2 M/. X 12 LI. X �j �2 b _ INSIDE _ 44-. CUCTC/RFI/ MARBLE I-OP5� PtGL, L 21. REFRIGERATOR SPACE. 445 lVH14%- 22. STOVE SPACE. f 00L T,U.� Tf . �EhITNOUSC G+NLY ir,,jk4 y['imy ✓i A'li. A17,JU5 A �O �l'F7 hH6L.-V Ll. +<_,_' ,. ,,, ""a�rY+ hrs,ti4" r �"�1w: ,. a Y L, ,. � 1/ a ,. a i% . t,,:. •th. � 'I ,n lae '.n1rc I} Y *r .a . - i' ri".},ex:'. h� y�'r ss,.. a "<u ' , � :», . ' �, `:4a n# �' �:.5� Y i••.A/, X - ML i'° ' A Iqm.,: ` Y n, "izcw .,,,....wn, f,.,,..: «ems«'^;. m;-% , v..=. N07PE. PROVIDE ONEADJU,STABLE SHELF IN ALL BASE CABINETS AND TWO , v= 1 8 L A U N D RY ROOM MASTER BATHROOM .. `4.' 2 nt��' ga.,N,y -. rr-G✓LSJti .•: hS ',� > fx a`riiE `: �v�� , .:.`, r � f; I.. 17 t ,.l.' ADJUSTABLE SHELVES IN ALL UPPER CABINETS UNLESS #wa aR���'' a�s9 -I .la'�,.:M,bi '�'�.".. 9 �.'.�' i`;. r OTHERWISE NOTED,: A22 a r x ,L .Ar r p ■■M ■■■■■ NONE ■■ Now ■■rI NEB ■■ ,.:x ; , I $, . , 1■■■■lLismoorAm ■N&II ■■■1`■■ E■ am -IREPorlam X _ ■■ F l ✓ m « ■ t Y Ix ra.. �u i ,zr �M■■■E Ini 8 0- p. .: ,{ �2 . 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M■hML■■■■My■ loom Or■ ■■S■\ �D 1■E■■■■■N O■■K -\NON■■■%■ qqkba■■m■■■T.■ NEW NOON/-� ■■■■I \■M■s■■V■ •,\ildmmmmmE=■ ■■Mo\ 1IMEM Si��■ SOME. q ., up'rm■mMNo�M �■■■■� ■ MEMO: ■■P4 Nor - /s■N■■m.7■ _."\w'1■m■■■■�E ME, h�� _. mosms■■@■ ■■\ Vim. qq7M■■i■■'"4■ ION ■Swill ■ ■N■IN�Im\. ■■■■■N■li■E■■■EX, moomm■■mm■mmomm ME MEN ■mnoounnomrim■mm ■■■■■■■■■mE■■■N ■■ss■m■■■o■■o■■ m■mm■mm■mmN■■m0■ ■■■■■■■■■Ems■■■■ ' ■■m■■■mm■■mm■■■■ m■mmommommmoomNM mm■■mm■mmNNNN■■m Em■■mmm■mm■mm■m■ ■E■mm■mm■■■mm■mN mm■■mm■mm■■mm■m■ N■MENENNEENEENE ON ■or-JEluommun4►/r]G■E M■■NMMEENNEMMMM■ ■■nno©o■■©9sMMM ■■■■■■m■so■■■■■■ m■nnmmmn■©azoam■ No No ■ ■�M"'■ ME■EN Mm■NNM■NM■ESN■■ ■■■■N■m■■■M■■■■■ ■■■■Ile\LSI lur.M■M■■ MEEK ::`w7mrdm■■■■ ■■■mi■aodmmmm■■■ ■NN■■■■■■■ 11 ■■■■m r ROOM FINISH SCHEDULE "- UNFIT "C'� - c ROOM FLOOR BASE WALLS CEILING REMARKS C " C NO. DESCRIPTION MATL. MATL. MATL. FINISH MATL. I HT" E CI01 MECHANICAL ROOM 5. GONG. WOOD D.W. O . PAINT EXP. 8, 8• C CI02 FOYER OF.C-I. WOOD D.W. O.P. W /T Ai PAINT CONCACD. W. VARIES SEE REEL. CEILING PLAN C103 CLOSET ry OF.C.I. WOOD D.W. OP. 2 PANT CONCACD. 8'-8' C C104 DEN / BEDROOM '3 OF.C.I. WOOD D.W. O.P. W COATS PAMT CONC.AKD. 8'-8' CI05 BATH 02 TILE TILE D.W. OP. PAMT D.WJSF. 1 -6' ' CI06 BEDROOM '2 OF.C.I. WOOD DID. O.P. w /2 A15 PAM GONC/K[). Ci01 W.I.G'2 OF.C.I. WOOD D.W. P. W R COAT$ PANT GQJGiKD. 8 -8' P C108 BATH 03 TILE TILE D.W. COOATS PAINT D.WJSF. 1'-6' ; E CI09 COAT CLOSET OF.C.1, WOOD D.W. OP, W 2 OATS PANT D.WJK.D. T-6' I, C110 LAUNDRY ROOM TILE WOOD DID. O'P W /2DIDJKD. ATS PAINT 1'-6' CIII DINING ROOM OF.C.I. WOOD D.W. O.P. w /2 AT$PAIN CONGAK.D. VARIES SEE REFL. CEILING PLAN I, CI12 MASTER BATHROOM TILE TILE D.W. COOATS PAINT D.WJSF, VARIES SEE REFL. CEILING PLAN GI13 MASTER W. I. G. OFG.I. WOOD D.W. COATS PAINT GONG'KD. CII4 KITCHEN OF.G.I. WOOD D.W. AOF. S PAINT W /2 CONCJICD. VARIES SEE REFL, CEILING PLAN T GII5 GREAT ROOM OF-C.I. WOOD D.W. O,APTW /2 S PAW CONCSCD, 8'-8' F CII6 BREAKFAST NOOK OF.G.I, WOOD D.W. COATP. PANTPANT CONCACD. 8'-8' E Clil MASTER SUITE OF.C.I. WOOD D.W. W R AT$ PAMT Via ALL BALCONIES 5. GONC. WA STUCCO EL EL ANT_ 5T STUCCO 8'-8' TO BA CONT CG EC �o DOOR SCHEDULE - UNIT 77C" DOOR FRAME FIRE RATING DETAILS REMARKS MARK ADESCRIPTION DESCRIPTION NO. TYPE WIDTH x HT. THK MATL. aWa WDTH WALL1 GUAGE MAT. HOUR LABEL H JDEPT 5 CROW C101 G 2'-8' x b'-8' 1 3/4' 5C WOD N/A 2' N/A 16 GA STEEL I HR. 'G' B/A31 B/A31 Q/A31 PROVIDE AIR TIGHT GASKET C102 D PAIR 3'-O' x V-6' 1 3/4' $C W= N/A 2' N/A Ib GA STEEL I HR. 'C' B/A31 5/A31 A/A32 PROVIDE ASTRAGAL CI03 E T-O' x V-8' 1 1/V WOOD N/A N/A N/A N/A WOOD N/A N/A E/A3I F/A31 A/A32 BI-FOLD / FULL LOUVER C104 K 8-0' x 8'-8' N/A ALUM. N/ 4 5i8' N/A N/A ALUM. N/A N/A F/A32 WAK WA32 S NOTE GLA55 DOOR OT e. C105 C 1-6'xb'-8' 1 3/4' WOD N/A 2' WA N/A WOOD N/A N/A A/A31 A/A31 A/A32 CI06 E 2-6'x6'-8' i I/8' WOOD N/A N/A N/A N/A WOOD N/A N/A E/A31 F/A3I A/A32 I BI-FOLD / FULL LOUVER CIO1 K 8-V x 6-8' N/A ALUM. N/A 4 5/8' N/A N/A WOOD N/A N/A F/A32 G/A32 H/A32 SLIDING GLASS DOOR NOTE S. 108 C 2 -Vxb -8' 13/4' SC WX N/A 2' N/A N/A ALUM. N/A N/A A/A31 A/A31 AIA32 109 E T-b' x V-V I i/V WOOD N/A N/A N/A N/A WOOD N/A N/A E/A31 F/A3I A/A32 BI-FOLD / PULL LOUVER CI10 E 1'-6' x V-W 1 1/8' WOOD N/A N/A N/A N/A WOOD N/A N/A E/A31 F/A3I A/A32 BI-FOLD / FULL LOUVER CIII C 2 -10'x6 -6' 1 3/4' SC WOD N/A 2' N/A N/A WOOD N/A N/A A/A31 A/A31 B/A32 CII2 C 2-U9'x6'-8' 1 3/4' SC WOD N/A 2- N/A N/A WOOD N/A N/A C/A31 D/A31 A/A32 POCKET DOOR C113 G 2 -0' x 6'-8' I 3/4'5C WOD N/A 2' N/A N/A WOOD N/A N/4 A/431 A/A31 A/A32 CII4 C 3 -0'x6 -8' 1 3/4' SC WW N/A 2' N/A N/A WOOD N/A N/A A/A31 A/A31 5/A32 C115 C 2 -10Sc6 -8' 1 3/4' SC N/A 2' N/A N/A UIOOD N/A N/A A/A31 A/A31 A/A32 CII6 C 2'-10'xb -8' 1 3/4' SCWM N/A 2' N/A N/A WOOD N/A N/A A/A31 A/A31 A/A32 C111 C Y-10'x6'4' 1 3/4' SC WX N/A 2' N/A N/A WOOD N/A N/A A/A31 A/A31 A/A32 C118 N PAIR 3 -O' x V-8' N/A ALAV 1WROR91M. N/A N/A NJA N/A WOOD N/A N/A E/431 F/A31 Sim, A/A32 MIRRORED BI-PASS CII9 K V0' x 6_8' N/A ALUM. N/A 14 5/8' N/A I N/A ALUM N/A N/A F/A32 G/A32 WAN SLIDING GL456 DOOR NOTE 6. NOTE 8, C120 K 6'•O' x 8'4' N/A ALUM. N/A 4 5/8' N/A N/A ALUM. N/A N/A F/A32 M/A28 H/432 SLIDING GLASS DOOR NOTE 6. NOTE 8. C 121 L IT-V x 8'-V N/A I ALUM. N/A 4 5/8' N/A N/A ALUM, N/A N/A /A32 G/A32 H/A32 SLIDING GLASS DOOR NOTE . C122 E PAIR I -b' x b -8' I I/8' WOOD WA N/A N/A N/A WOOD N/A N/A L/A32 M/A32 A/A32 BI-FOLD / FULL LOUVER C123 C 2'-(,'x V-8' 1 3/4' SC N/A 2' N/A N/A WOOD N/A N/A BIM C/d3i D/d3A//132 SM 1 POCKET DOOR OPTIONAL DOORS OFRCI G 2'-6' x 6'•8' 13/4' WW N/A 2' N/A N/A WC70D N/A N/A G/A3I D/A3I B/A32 POCKET DOOR TO D PAIR 2 -b' x b'-8' 1 3/4' SL N/A 2- N/A N/A WOOD N/A N/A A/A31 A/A31 A/432 OPTC3 C 3.0' x b -8' 1 3/4' N/A 2' N/A I WA IWOOD11 /A I N/A JCIA31 D/A3I A/A32 I POCKET DOOR WINDOW SCHEDULE - UNIT "C" WINDOW DETAILS REMARKS MARK DESCRIPTION NO. CI C2 TYPE C B UflDTH x HT. 4'-C' W. x T-O' H. SEE PLAN x b'-O' H. 14 I/A35 2/A35 J 3/A35 3/A35 S 4/A35 4/A35 HORIZONTAL SLIDER NOTE 9 ,NOTE 11 ' '•i , 3 ..... ILI SCALE %>OM FINISH SCHEDULE ABBREVIATION5: 0 CONIC • 1,EALED CONCRETE CENTERLINE 1 :ONC. - CONCRETE POWERED TROWELED OF A34 >111, • DRY WALL BUILDING X). • KNOCK DOWN SPRAY PLASTER 13'-I' .1'-2'� >.P. • C>RANGE PEEL FIN15H '.LASTO. • ELASTO'IERC PAINT >F"C,L . CANER FURNISHED, CONTRACTOR INSTALLED R • SMOCT14 FINISH >OOR SCHEDULE ABBREVIATIONS: G. WOOD . SOLID CORE WOOD DOOR \ �p EQ. ry +. 42 9 3• ',. \LUM. . ALUMINUM iALv. STEE . GALVANIZED STEEL �- ALV IOTEi -- E I 28 , G119 - I v :EE SWEETS A-31 AND A-32 FOR DOOR TYPE k A J T '.LEVATIONS. SEE A-35 FOR WINDOW TYPES. IOTE 6: PROVIDE BREAK METAL AND SUPPORT y,_ I 428 SETWEEN DOOR5 CII9 AND C120, LIN C120 \ �- IOTE 8: \ v C2 ILL SLIDING GLASS DOORS ARE TO BE 9'-0' I - IIGH AT PENTHOUSE (13TH FLOOR) ONLY, I 0./ TOTE 9: �E HIS WINDOW SHALL BE 'SEE PLAN W. x 6'-4' HIGH A 1 3 ;01 ENTHOUSE (13TH FLOOR) ONLY. I MASTER SUITE I N 8 TOTE 12: BREAKFAST _ fAY WINDOW. CENTER DOUBLE HUNG, SIDES FIXED. I C: 11-11 NOOK M CII6 46 A28 81/8' V-8' 2'-8 I 41 I CI24 -- "-- ® 1 ICATES SOFFIT AT 1'-0' AFF. ICATES CEILING AT AFP. LAN ® IN ICATES CEILING AT W-O' AFF. - O IN ICATES CEILING AT 8'-V A.F.F. I 156 1/8' 1'-10 1/2, 5'-0 3/4' 3WO 10'-4 5/8' 6' 28 I I 98l I Ffl �2A24 k=====__ s I � I KITCHEN I I R2F. F W M N II I PAN. 2 - II MASTER I O in C W.I.C. •I OPTC3 rtl V ,INIT KEYNOTES: CONTRACTOR TO PROVIDE A FULL SET OF DRAWINGS WITH SPECIFICATIONS TO ALL SUBCONTRACTORS FOR BIDDING AND CONSTRUCTION PURPOSES. 2- PROVIDE INSULATION ON ANY WALL SEP- ARATING TR45H CHUTE AREA FROM LIV- ING UNITS. 3. INSULATE ALL WALLS AROUND A/C UNITS, BETWEEN LOBBY AND LIVING UNITS. 4. MEDICINE CABINET. 5- TOILET PAPER HOLDER. 6. TOWEL BAR. 1. SLOPE BALCONY AWAY FROM SLIDING GLASS DOORS. PROVIDE LIGHT BROOM FINISH PULLED IN A DIRECTION PERPEN- DICULAR TO THE BALCONY EDGE. 6. AT SECOND FLOOR ONLY, PROVIDE LOW WALL WITH TOP RAILING. AND DRAINAGE SCUPPERS. SEE SECTIONS '5/A44, D/A35'- 9- PROVIDE SWINGING DOOR ONLY AT SEC- OND FLOOR FOR EGRESS TO SPIRAL STAIRS. ALL OTHER FLOORS SHALL HAVE A FIXED GLASS ALUMINUM FRAME. 10, PROVIDE A 2' SLEEVE IN COLUMN TO AL- IGN WITH STUD CAVITY FOR PENETRATION OF 5PRiNK1_ER PIPING AT 6' BELOW CEILING SLAB. COORDINATE WITH MECH- ANICAL DUJG5. AND STRUCTURAL DW'GS. It. SPIRAL EGRESS STAIR FROM 2ND FLOOR UNITS SHALL PROVIDE A TOTAL R15E OF W-10 1/2' AND BE SUPPORTED BY A 6'x6'x4' THICK CONCRETE SLAB AT GRADE LEVEL AS TYPIGAL INSTALLATION. UNIT 'A' REV. ON NORTH SIDE OF BLDG. SHALL HAVE A TOTAL RISE OF 9'-b'. (PROVIDE EGRESS LIGHTING) 12. UPPER COUNTER TOP 12' WIDE. 13. CANTILLEVER SLAB OUT TO FORM SLAB FOR CIRCULAR STAIR AT 2ND SEE STRUCTURAL 14, RECE56ED TILED SHELF COORDINATE WITH OWNERS INTERIOR DECORATOR. 15, SHOWER CONTROLS. 16. 4'-0' W. x 3'-0' H. KITCHEN OPENING. 11. ELECTRIC PANEL LOCATION COORDINATE I WITH ELECTRICAL DWG5. TYP. 61 15. 36' H. WALL WITH WOOD I' x 6' GAP AND s- IQ-► 1 DECORATIVE SHOE MOLD TRIM PER I-D. 19. OPTIONAL POCKET DOOR 43 tlgtlq ' 41- 20. OPTIONAL WALL AND 5WINGING DOORS. 44 IJ S 21. PLANNING DESK. ► rydI k 22. PANTRY TO BE MANUFACTURED BY KIT. Y CABINET SUPPLIER, AND INSTALLED BY G.G. �• I A28 GII3 y q 23. PLENUM WALL ABOVE CEILING CONSTR- I) I '? rs UCTED OF 3 5/8" METAL STUDS AND ONE CIII N E I LAYER OF 1/2' DRYWALL. 24. THIS CEILING AREA TO BE CONSTRUCTED _ CII6 I 6_1• 5._3• »° I.. m I OF 2 LAYERS OF 5/8' FIRE CODE DRYWALL OPT WALL -' ON SUSPENDED METAL FURRING. PLENUM 6 2n 3518' WALL ABOVE CEILING TO BE 3 5/8' METAL 61R' 15 8' 350 1 2'-10' 2'-0' I f STUDS WITH 5/0' FIRE CODE DRYWALL 0 11 F EACH SIDE (WPI200) SEE FIRE SAFETY c' WA -4' '-2- 3'-O' ''6'-0 114, '-11/8 6 PLANS TYPICAL. K - 18 A MAS - - - g Q : v 25. OPTIONAL WALL. SH. BATHROOM 26. METAL STUDS PER SPECIFICATIONS SEE � I m C112 A24/�n�Tj�IIDIVISION 53 �G2/ m 2-1.EDIOORDINATROUGHS AND FINISH CARP. �m >• DINING ROOM0 14 15 'L� ?• CIII 9 28. SEE DIVISION 1 FOR THERMAL AND MOIS1- 6L8' 4 61/ 11 15 q URE PROTECTION, EXTERIOR INSULATION AND FINISH 5YSTEM TYP. Tn A2, I A28 `^, ; 29 4y. SEE DIVISION 6 FOR DOOR AND WINDOW - - - - - J B SPECIFICATIONS TYPICAL. 3 49 356 11'-2' P-1 3/4 • V-10 1/2' 4W 9 30. SEE DIVISION 9 FOR ALL FINISHES TYPICAL. I o v. 3m m CII4' 10 31 SSEEHE DIVA ION 10 FOR CLOSET AND PANTRY 6' 11 1 A24 `;^*M'o 32. SEE DIVISION 142 FOR TRASH CHUTE SPECS. - - 6'-11' v S 45 -3 1 - - _ _ _ _ = D 1/833, A/C UNIT COORDINATE UNIT SIZE, LOCATION, 5'-5 1/4' D 9' 3V1' f- �� AND ALL DUCTWORK AND DAMPER LOG- . 4 ATIONS WITH MECH. PLANS TYP. �. II WA 3 ry•y\ , G108 I II CI09 n Ui 11 3Y:j O 5 zo �• 131/8' 4'-11 I/4' b II m CID W FOYER LAUNDRY A 4 ,m v 'sG� ROOM S, / �Iti CIIO v I n 3'-4 5/8' 2 W.I.C. -2 5/8' 2'-0' l V4' GI01 0 CIII O 3/3� v m m GI11/ Y 1/8' I'•2 I �• '� a'; an 40 -. CI01 N r 618' '-0 I/8 2'-6- 2'-1' 35B' 4'-2 1/8' 4'-8 3/4' - C 01 I ip C06 = .J OPTC2 � /CI02 61,x• 8. OPTIONAL / O 3518' 12' 2'-6, I'-Ev b' DOOR 40 '��r• BEDROOM n 358' 5'-1' DEN / -- 46 `;' y BEDROOM 03 4 �p `r I 41 CI06 19 BAD C104 r It 5 OPTG 41 2 COS S SH. N1 _ A24 2'-8' GLR v 4 it, 5' b 5/8, 6118' I 11 1/ 8'-0' :., 8' 10'� 5'-1 1/8' V-4' "� 8'-0' 2'-0' 2'-6' 15/8' E GIOI CM.U. C103 _ GI03 I 1 BALCONY m EQ. 1 -4' i I ,N :0' 0 4 0' _I 4 ... _ ..___. 4-11/4' 15/8, 1" A28 in 4'-8' WIDE LIMITED T108 "' } �OMMQN EMERGENCY ( (EGRESS N ... -SLAB EDGE 1 `� SLAB EDGE - 12' BLOCK WALL WITH RAILING FLOORS 4-13 I FLOOR 3 ONLY AND DRAINS OCCUR ONLY ON 2'-0' 2'-0' FLOOR 3. 5EE PLUM51NG DWGS. 2212' FOR DRAIN SIZES. 34- HOT WATER HEATER PER PLUMBING DLU G5. 35, LAUNDRY SINK PER PLUMBING DWGS. TYP. 36. OPEN FOR VANITY KNEE SPACE. 31. COORDINATE SLAB RECESS WITH SELECT- ED SLIDING GLASS DOOR MANUFACTURER PRIOR TO CONSTRUCTION. CONTRACTOR TO COORDINATE, PROVIDE SHOP DWGS. 38, CONTRACTOR TO COORDINATE CABINET OPENINGS WITH SELECTED APPLIANCES AND CABINET MAKER PRIOR TO CONS- TRUCTION, 3S. 2 HOUR FIRE RATED CHASE (WP1095) SEE FIRE SAFETY PLANS FOR EXACT CONSTRUCTION. 40. 2 HOUR FIRE RATED WALL (WP1505) SEE FIRE SAFETY PLANS FOR EXACT CONSTRUCTION. THIS WALL 15 ONLY REQUIRED TO BE I HOUR THE ADD- ITIONAL RATING IS FOR SOUND RATING ONLY. 41. 1 HOUR FIRE RATED WALL (5015) SEE FIRE SAFETY PLANS FOR EXACT CONSTRUCTION. 42. SEE DIVISION 5.1 FOR ALL RAILINGS TYPICAL. 43- SEE ELECTRICAL DRAWINGS FOR ALL LIGHT- ING, SWITCHING, EXIT SIGNAGE ETC, 44. SEE PLUMBING DRAWINGS FOR LOCATIONS OF ALL FIRE SPRINKLER HEADS AND PIPING TYP. 45. COORDINATE ALL SLAB PENETRATIONS WITH MECHANICAL, ELECTRICAL, PLUMBING AND STRUCTURAL DRAWINGS TYP. 46, PROVIDE 1/2' DRYWALL SMOKE BARRIER (FROM SLAB TO SLAB) BETWEEN OUTLETS, ETC. ON OPP51TE SIDE OF ALL DOUBLE WALL FIRE - RATED DEMISING WALL ASSEMBLIES (TYPICAL _ ALL FLOORS) 41. ALL UNITS TO BE COMPLETELY PREWIRED FOR "r FOR CABLE T.V. 4 PHONE SEE ELECT. DUGS. TYP. 45. SECURITY CONTROL PAD. ' 49- CULTURED MARBLE TUB, DECK, SPLASH, SKIRT SEE SPECIFICATIONS FOR MFRGS. 50. WHIRLPOOL TUB AT PENTHOUSE ONLY. 51. PROVIDE ELECTRICAL RECEPTACLE AND PHONE OUTLET IN LAUNDRY ROOM AT 60' AFF. FOR ALARM PANEL. COORDINATE WITH ELECTRICAL DUKsS. mm h J t " k`f,`�1 +.� ' s ue!• t �' k k�"='N:3 i �b KEY PLAN i11�liil�I��C Ali mmm■mmmmm■mm■m ■■■ ■m■■mm mmmm■■ _ ■mr v m■ ■■L n SOL ALL 'mmmm■■ mmm ■■ Imm ■ v ■ L CO ■ ,�' Q: C J (z o ■■ME v T NO VJ O ■■ ■m cn N mm - U. mm N 4� :k ■ ?,� C C; L_ o 0 Q ■ ■ ■■■mmm■■ ■■mmmmmmm■■■■ mmmm■■■■mmmmmm wm■■■■■■■mmmmmm: ■■■■■■■■■■■■■■■E ■m■■■■■mmm■■■mmm ■m■■■■■■m■■■m■ ■m ■■■m■■mI ■■m ■ EA ■m■■�m�msn■I;.mmm " ■m■r■■�4HIAi�T1\■■ ■r.■ml■ 4NIr/lu5. man ■■■m■l1■�1 mmmmmwt�mirmn� M■ ■■4. ■■■mmmm■ ■■■■mmmmm ■ ■■m■I 1/"\mmmmm mmmm►N /m■mm� m■m■L*k "i'q■m■■ <. m■■■L. ■■ "�� ■ ■mmm► mmmmrl% ■■■m["-� ■■� ��� gym■ �i ■■L %on r n■m ■■�i ::cam ::� ■■fir. mom MEN ■m■ ■■m ■E`wk lam NN ■m■i ""'mmm■■■ M,mm■■■ mmmm so.. mmm ■■r�� ■m ■mmm mmmm mm ■■■iipit ■■r■, go ■■■I ■■a '\.B ■m MML_ I- ESE mmmm\ ■ yr��ib�i::i: mmmm► im _IT ■■■■b 1■■mmm ft\■■■■■ ' SEEK m■■■' 4a► Rm=■■ ■■■■\ " i, 7 m■ :^7 mmmml�',��I�m■■ ,■ ■■MEL"'A ]]■mmOMPPmm No ■■I em.41► I�m■m■ 'J.■0 ■ ::a`` :imim ::No ■■mmm■ SEEN ■■mm■ ■mmunumu000■■■■m ■■m■m■mmm■■m■mm■ mmm■■■mm■■mm■m■■ ■mmm■■■■mmm■�■m■ ■■■mmmm■■■mmm■■■ NOISOMENESS NOON mmmm■■■mmmmmmm mmmm■mmmmmmmm ■m■mmm■■■■■■■ m■■■■m■■■■■■■ mmm■■■■■■■■■■ ■■■mmmmm■mmmm ■ ■ ■■mmmmmmm _ ■■■■mmmm: molls • ■oos� 4 ■■■ ■immmm ■m ■■■m■am mmoL7oCu■� ■■■■■m■■■ mmmm■►'■&r_ ■mm■/-` I�.\ MEMO A BATH #2 I] 1' i \ /Ir\ I� if en Yn BATH #2 13 BATH # x/x is a KITCHEN n KITCHERJ '4 I i III: a � p MF 1.81Ay,.A*' I 12 MASTER BATHROOM _.li..... o \ LAUNDRY ROOM 5 15 MASTER BATHROOM is MASTER BATHROOM _ 24 - all ;yz',r': n. KITCHEN BATH # 1 Wm iNTERIOR ELEVATION KEYNOTES; 1• CERAMIC SOAP DISH. 23. RANGE HOOD. 2. ���:, BATH TUB.- m 24. OPENING. 3. 2'-0" CERAMIC TOWEL BAR. 25. DOUBLE SINK. 4. CERAMIC TILE BAND. 26. PLASTIC LAMINATE COUNTER (SEE FLOOR PLANS). 5. CERAMIC TILE BASE. 27. DISHWASHER SPACE. 6. WATER CLOSET. 28. PEDESTAL SINK. 7. CERAMIC TOILET PAPER HOLDER. 29. 1'-6" CERAMIC TOWEL BAR. 8. MEDICINE CABINET WITH WOOD LOUVERED DOOR. 30. ALUMINUM AND GLASS SHOWER ENCLOSURE. _w 9. MIRROR WITH SEALED EDGES, AS SHOWN. To LE/LI"el_ 31. CERAMIC TILE QROUAZR TU6 T 10. VANITY SINK. 32. SHOWER HEAD. 11. 4" HIGH BACKSPLASH (PROVIDE END SPLASHES WHERE SHOWN). 33. SHOWER CONTROLS LOCATION. 12. PLASTIC LAMINATE BASE CABINET(S), AS SHOWN (PROVIDE WITH ONE 34. PLASTIC LAMINATE STORAGE AREA, AS SHOWN (PROVIDE WITH TWO ADJUSTABLE SHELF INSIDE). ADJUSTABLE SHELVES INSIDE TOP S BOTTOM). 13. 3" LAMINATED TOE SPACE. 36. 2'-0" DEEP COUNTERTOP. 14. TILE FACE AND TOP OF TUB SURROUND. 37. 1'-0" DEEP UPPER CABINETS. 15. BAR SINK. 38. 1 X WOOD CAP WITH ROUNDED EDGES. 16. DOORS NOT SHOWN FOR CLARITY. 39 9HQW99 n..RT41N( RQP NOT i/SEG) 17. PLASTIC LAMINATE UPPER CABINET(S), AS SHOWN (PROVIDE WITH TWO 40. 1'-0" CERAMIC TOWEL BAR. ADJUSTABLE SHELVES INSIDE). 41. 1'-10" DEEP COUNTERTOP. 18. SOFFIT. 42. CHROME -PLATED TOILET PAPER HOLDER RECESSED INTO CABINET AS 19. WOOD BASEBOARD: #623 (9/16" X 3 1/4") BY "BROWNS MOULDING SHOWN. CO.". OR APPROVED EQUIVALENT. 20. PLASTIC LAMINATE PANTRY (PROVIDE WITH FIVE ADJUSTABLE SHELVES 43. DRYWALL FINISH INSIDE). 44. WASHER AND DRYER SPACE. 21. REFRIGERATOR SPACE. 22. STOVE SPACE. 45 I2" W. X I2" N. X'3 I/2" 17. IZELE Sb, - * N 4.& Ca1_7Vk9jP 14AR0tZ 7-rVa, qc� � �lP4Kl�� A'k_4C t' " e,-j, \VI+IIZLPUGL TUa pT P{gNTHOU'`�i�. Oti1Ly NOTE: PROVIDE ON ADJUSTABLE SHELF IN ALL BASE CABINETS AND TWO 46- AVWU IrAPLe b" (. 0-0, 6,,4tWeli ADJUSTABLE SHELVES IN ALL UPPER CABINETS, UNLESS OTHERWISE NOTED. rnr, ut `{�. � "- x�f '•� 3i"'4dd'"ay0. g9?,x�1flh� 7i�h"yt x u^ar,mc ,u F400M FINISH SCHEDULE ABBREvIATi ROOM FINISH SCHEDULE UNIT "Dn C GONG • CONCRETE GONG. =CONCRONCRETE POWERED TR LED: ---__-- D.W. • DRY WALL ROOM FLOOR BASE WALLS CEILING REMARKS K.D. • KNOCK DOWN SPRAY PLAS O.P. • ORANGE PEEL FINISH NO. DESCRIPTION MAIL. MATL. MATL. FINISH MATL. HT. ELASTO. • ELASTOMERIG PAINT DIOI MECHANICAL ROOM S. CONC. WOOD D.IU. OP W XP. 8,_8, O.F.C.I. . OUNER FURNISHED, CONTRACTOR MSTALLEI _ OATS PANT OP. W /2 CCNC.AKD. S.F. - SMOOTH FIN15H Di02 FOYER OF.C.I. WOOD D.U.J.ATS PANT D.wJIKD. VARIES SEE REFL, CEILING PLAN O.F. W DOOR SCHEDULE ABBREVIATIONS: DI03 COAT CLOSET OF.G.I. WOOD DILL. COATS ANT D.WJK.D. l'-6' DI04 LAUNDRY CLOSET TILE WOOD D.W. OF, W 12 SC. WOOD • SOLID GORE WOOD DOOR COATS PAINT D.WJKD. l'-6' D105 I HALL 01 WOOD D.W. OP. W /2 D.W./KD. l'-6' �' ALUMINUM _ LOATS PANT OP, W /2 V.'. STEEL . GALvANIZED STEEL DI06 BATH '2 TILE TILE D W. COATS PANT D.WJSF, l'-6' DIOI CLOSET OF.C.I. WOOD Diu. O.P. w /2 D.WJKD, l'-6' COATS PANT NOTE: DI06 DINING ROOM 01 WOOD D.W.O-0 'R CONC/KD. 8'' SEE SHEETS A-31 AND A-32 FOR DOOR TYPE COATS PANT ELEVATIONS. SEE A-35 FOR WINDOW TYPES. D 109 DEN OF.C.i. WOOD DW.OP /2 CONC�ICD. COATS PANT D11/IKD. VARIES SEE REFL. CEILING PLAN NOTE 1: PROVIDE BREAK METAL AND DIIO MASTER BATHROOM TILE TILE D.W. OATS PWA/2NT DWJ/SF. VARIES SEE REFL CEILING PLAN SUPPORT BETWEEN DOORS D113 AND D114. DIII MASTER W. 1. C. OF.C.i. WOOD DAU. OP. W /2 CONC)KD 8'-8' COATSPANT NOTE 12: OP. w 2 coNcJKD. D112 KITCHEN ORC.I. WOOD D.W. A NT PAD�^K,D. VARIES SEE REFL. CEILING PLAN DII3 GREAT ROOM OF.C.I. WOOD D.W. OP. W /2COATS PANT CONCX..D. O.P. w /2 D114 BREAKFAST NOOK OF.C.I- WOOD D.W. ATS PAND-8 T OONC)K. 8 D I15 MASTER SUITE OF.C.I. WOOD D.W. O.P. w /2 CGNC/K.D A15 PANT DII& ALL BALCONIES S- CONC. N/A STUCCO ELA t0. STUCCO 8'-g• BROOM FINISH CONC. 90" PAINT TO BALCONY EGDE DOOR SCHEDULE - UNIT "D" DOOR FRAME FIRE DETAILS REMARKS MARK DESCRIPTION DESCRIPTION RATING: NO. TYPE WIDTH x HT. TNK. MATL. (l14GE WDiH OEPTN GUAGE MAT. HOUR LABEL H I J 1 S DOI G 2 -8' x 6'-a' 13/4' 5C I= N/A 2' N/A 16 GA STEEL I HR. •C' 5/A3I B/A31 0/1 PROVIDE AIR TIGHT GASKET DI02 D PAIR Y-V x 6'-8• 13/4' x N/A 2' WA 16 GA STEEL I HR. 'C' B/A31 B/A31 A/432 PROVIDE ASTRAGAL 103 C 2 -0' x 6'-8' 1 3/4' SC W6X N/A 2' WA N/A WOOD N/A N/A A/A31 A/A31 A/A32 104 F PAIR 2'•6' x Ill 1 1/8' WOOD WA N/A WA N/A WOOD N/A N/A E/A31 F/A3I A/432 BI-FOLD / FULL LOUVER 105 C 2 -10'xb -8' 1311 N/A 2' WA N/A WOOD N/A N/A Al A/A31 S/A32 DIOrb C 2-6'xb'-8' 1 3/4' SCW= N/A 2' N/A N/A WOOD N/A WA A/A31 A/A3I A/A32 D101 F PAIR I -6' x 6'-8' 1 1/8' U001D N/A N/A N/A N/A WOOD N/A N/A E/A3I F/A31 A/A32 51-FOLD / FULL LOUVER 108 D PAIR 2-6'x6'-8' 1 3/4' SC WO) N/A 2' N/A N/A WOOD N/A N/A C/A3I WA A/A32 POCKET DOOR ICK3 C 2'-10'x6'-8' 1 3/4' SCWn N/A 2' N/A N/A WOOD N/A WA A/A31 A/A31 A/A32 Dill C 2 -10'x6 -8' 1 3/4' SC N/A 2' N/A N/A WOOD N/A N/A A/431 A/A31 A/A32 DIII C 2 -10'xb -8. 1 3/4' EC WA 2' N/A N/A WDOD N/A N/A A/A31 A/A31 A/A32 ARI'11 01112 N PAIR 3-0' x b'-8' N/A MIf�E/A3I F/A3IR N/A N/A N/A N/A WOOD N/A N/A elm. 51M. A/A32 MIRRORED BI-PASS DII3 K 6 -0' x 8'-8' N/A ALUM. N/A 14 51 N/A N/A ALUM. N/A N/A /A32 G/A32 H/A32 LIDING GLAS6 DOOR Not i DI P 3-0' x 8'-8' N/A GLASS N/A 2ALU`v' N/A WA ALIGN. 1, N/A N/A32 elm. QIA31 NOTE T DUS L 11'-0' x 8'-8' N/A ALUM. WA 4 5/8' N/A N/A ALUM. N/A N/A /A32 G/A32 H/A32 SLIDING GLA55 DOOR Dllb E I -6' x b'•8' I III WOOD N/A 2- N/A N/A WOOD N/A N/A L/A32 M/A32 A/A32 51-FOLD / FULL LOUVER Dim 2'-6'xb'-8' 13/1 N/A 2' N/A N/A WOOD N/A WC/A3I D/A3I A Sim.SIM A/432 POCKET DOOR OPTIONAL DOORS OPTDI C 3 -0' x 6'-8' 13/4' SC WXA N/A 2' N/A N/A WOOD N/A N/A C/A3I D/A3I A/A3I POCKET DOOR WINDOW SCHEDULE - UNIT"D" WINDOW DETAILS IRIE1 ARKS MARK DESCRIPTION NO. TYPE UpDTH x HT. H J S DI B SEE PLAN x ll H 2/A35 13FA35 4/1 NOTE 12 REFLECTED CEILING PLAN SCALE -INDICATES SOFFIT AT 1' 0 A.F.F. -INDICATES CEILING AT 1 6 AFF: ®-INDICATES CEILING AT 8'}0' AFF. O-INDICATES CEILING AT 8'-8' AFF. I C�TERLINE OF ILDING iA N ID I dl III :I. CLCIi:f�ll. f-faIVGL LwN1�VIV l„vvTCVIIVNIC WITH ELECTRICAL DWGS. TYP. ' 18, 36' H. WALL WITH WOOD I' x 6' CAP AND 39 1 DECORATIVE SHOE MOLD TRIM PER I.D. - I i 19. OPTIONAL POCKET DOOR. O 20. OPTIONAL WALL AND SWINGING DOORS. I- 21. PLANNING DESK. B I 6 1/8, 1'-10 1/2, 5'-0 3/4' 351b' I 10'-4 5/8' I 6' 15'-8 3/4' 6118' 22. PANTRY TO BE MANUFACTURED BY KIT. A28 I CABINET SUPPLIER, AND INSTALLED BT' G.G. GREAT ROOM ''', 23. PLENUM WALL ABOVE CEILING CONSTR- b 1l I KITCHEN I o DII3 UCTED OF 3 5/8' METAL STUDS AND ONE D112 ffL I I LAYER OF 1/2' DRYWALL. A CN 24 THIS CEILING AREA TO BE OSTRUCTED OF 2 LAYERS OF 5/5' FIRE CODE DRYWALL II = I 216ON SUSPENDED METAL FURRING. PLENUM _ A26 J L � J _� I�► SUDS WIITWALLOH VE 5/5' FIRE CODE DRYWALCEILING TO BE 3 5/V LETAL -4' c. I EACH SIDE (WP1200) SEE FIRE SAFETY _ PLANS TYPICAL. II 9 O PAN. 2 - - ,r 25. OPTIONAL WALL. D112 26. METAL STUDS PER SPECIFICATIONS SEE p DIVISION 5.3 MASTER W.I.G. •1 q'TDI '�� GI 21. COORDINATE ROUGH AND FINISH CARP- A28 19 14 ENTRY WITH DIVISIONS 6.I AND 6.2. TYP. II DIII OPTIONAL e DOOR 25. SEE DI VISION 1 FOR THERMAL AND MOIST- _ URE PROTECTION, EXTERIOR INSULATION AND FINISH SYSTEM TYP. 29. SEE DIVISION 8 FOR DOOR AND WINDOW 358 SPECIFICATIONS TYPICAL. 6U6' II 5 8' 35/8' 1 2'-10' 2'-0' 10'-10 3/8' 15'-3 3/4' 618' •: �, 30. SEE DIVISION 9 FOR ALL FINISHES TYPICAL. 14 .2 l6W 'II �^': 31. SEE DIVISION 10 FOR CLOSET AND PANTRY MAST SHELVING. I 26 N 1 o BATHROOM - - - - - - - - - - - III id 7 - 32 5EE DIVISION 14.2 FOR TRASH CHUTE SPECS. DIIO i� I:. O 33, A/C UNIT COORDINATE UNIT SIZE, LOCATION, DI09 �� AND ALL DUCTWORK AND DAMPER LOG- �m F I ATIONS WITH MECH. PLANS TYP. 14 15 °J V 6 4 DEN pl0g � DINING ROOI`I I34. NOT WATER HEATER PER PLUMBING DUGS. m 1312II 4 9 DI09 DI08 35. LAUNDRY SINK PER PLUMBING DLUGS. TYP. ° L 36. OPEN FOR VANITY KNEE SPACE. A25 31. COORDINATE SLAB RECESS WITH SELECT- 7pll� I£, la�l,,,�, M1 , 41 1=iiei1 2'- I I I fER OF \ y' T_ ED SLIDING GLASS DOOR MANUFACTURER 49 ^;� / \ I ° PRIOR TO CONSTRUCTION. CONTRACTOR d l TO COORDINATE, PROVIDE SHOP DLU GS. o �, - - - - - - - m 38. CONTRACTOR TO COORDINATE CABINET 5 OPENINGS WITH SELECTED APPLIANCES 9--- Q' (!�' 9- 9'-I 1/8' � A26 . AND CABINET MAKER PRIOR TO CONS- �Q® Y. TRUCTION. 6 DI01 r�\� '-/'� 3 g� 3 � "' 39. 2 HOUR FIRE RATED CHASE (WP1095) ,m 3'-0' WET BAR I gg r SEE FIRE SAFETY PLANS FOR EXACT CONSTRUCTION. 5'-2 3 m 4 �I _ v� _ �q P -9~ {' 40. 2 HOUR FIRE RATED WALL (WP1505) N I WH j_10-4CLOSET 31 +• 41 _: SEE FIRE SAFETY PLANS FOR EXACT DI06DI03 MFOYER ,fin/ CONSTRUCTION. THIS WALL IS ONLY I BATH - �,LAUNDRY D102 �. 3 c REQUIRED TO BE I HOUR THE ADD- 4 3 2 '2 m 11 34 ID104 DI03 m - M ITIONAL RATING IS FOR SOUND RATING ONLY. gH, DIF� .0 51 ,p 3 ,�3`�, 41I HOUR FIRE RATED WALL 15015) AH. 2n D105 40 SEE FIRE SAFETY PLANS FOR EXACT = HALL ;.15 �+ DI01 . O' Di05 A26 40 CONSTRUCTION. DI01 / 42. SEE DIVISION 5.1 FOR ALL RAILINGS TYPICAL. - _--- - _ -- _ --- -: 43. SEE ELECTRICAL DRAWINGS FOR ALL LIGHT- �a. - ING, SWITCHING, EXIT SIGNAGE ETC. 3518' 3'-I' 2'-5 5/8'I, 5'-0' 105B' -i 2'-0' 2'-8 l/8' D 2 bl/A' '_g• 44. SEE PLUMBING DRAWINGS FOR LOCATIONS OF 35/8' � � ALL FIRE SPRINKLER HEADS AND PIPING TYP. 45. COORDINATE ALL SLAB PENETRATIONS WITH v MECHANICAL, ELECTRICAL, PLUMBING AND STRUCTURAL DRAWINGS TYP. 4l PROVIDE 1/2' DRYWALL SMOKE BARRIER (FROM SLAB TO SLAB) BETWEEN OUTLETS, ETC. ON OPP5ITE SIDE OF ALL DOUBLE WALL FIRE - RATED DEMISING WALL ASSEMBLIES (TYPICAL ALL FLOORS). 41. ALL UNITS TO BE COMPLETELY PREWIRED FOR FOR CABLE T.V. 4 PHONE SEE ELECT, DW'G5. TYP. 21'-II' 48. SECURITY CONTROL PAD. 49. CULTURED MARBLE TUB, DECK, SPLASH, SKIRT SEE SPECIFICATIONS FOR MPIll 50. WHIRLPOOL TUB AT PENTHOUSE ONLY. I\T 51. PROVIDE ELECTRICAL RECEPTACLE AND PHONE 1 v '"iT OUTLET IN LAUNDRY ROOM AT (20' AFF. FOR ALARM l IISn u• -': PANEL. COORDINATE WITH ELECTRICAL DUKGS. /F - , UNIT TYPE "D"___ WwOfF SCALE 1/4' - 1'- 0 SQUAREFOOTAGES: UNIT TYPE 'D' LIVING AREA 1,553 SQ. FT, UNIT TYPE 'D' BALCONIES 243 SQ FT. UNIT TYPE 'D' TOTAL SQ. FTG. 2,096 SQ FT, UNIT 'A' NEI =-- ■■__ MI q/HSOO► MS ■■■■■■ EEL A�MME M ■■L. _Ame_■_■o_m_■ Nor if F, MS ■■L ME► AL ■■M ■■■■ ME HE r ME kV d M■ n Q ■■ ■■ 6.L U) c, ■M L CO an c� MM O L_ c H■ r , C ■■ MM - HE- Y D ■■ -F-I +- o' ■■ MM 00 ■■■■■■■■■■■■■ MEMEMEMEMEMME ■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■� ■■■■■■■■■■■■■■■■ MMMMSMMEM■■■■■■■ ■■EM■E■M■■■■■■■■ i =�l�r°�iii� MWEP /I■��1� GI■■%I\\ ■■H■aTi -III�tr71F� :11�ICIII \\■I/I/�lyl'�'. ■■:id■■�■lso ■ ■E■i/IEmosmoLoon l■ ■ICILI ■ ■ ■■Mel■■��■ MMMM 4 ■■■E,`'111.11H ■E■ MEMO\, l■■■■ MEIN■' MOS�L 1■■ ■■1\. S■► E■■.M►_ ■■l ■■NONE ■■ ��► 1 NONE EMi iY ■■MIN:► M■■■ ; OR ■ ME■M�� h .. on ■MINE, ON ME ' SEE■��� ■ MMM ON ■■■ k_. ■MMMM■M I'll ME MMMM►` B ON EMM■►I►-OEM �■M " M■M■ , ME c L �- ■ J ENO� ■In IEEE■■■Egg E■ME■■E■MM■■■■M M■MM■MMEEM■EMEMM ENMESHES ■■■M■■MOMMOMME ME MMMEMM■MMEMMM MEMMEM■MMMEM■ EMMEMMEMEMEME ME■■■■■■■ME■M on ON MONSOON MEMOUDE M■■■■■■■MOMMOMMEMIn ■� ■ MOMMOMENES 110200 ■g ■ ■■olaooE■ooSM■E■■ w, I■■MINE/:■Iil/I HM■■■■■■■■MEIN ■ ® �I I ■mil lain r�rr r■c�= , f - "! ,f �tiI My Mill ONE a n . ! y, 4 hP'F A Ril' tam - •, / / ' ' / , d v^( ' r• .. fh�rF J h e { rggp& ,a;r.. ": :k•8. t} ., , . ,.r*..-. . �• • 1 �r "t+: t k �.;'',I" ,`��y "��U XXE��IiI • �?,G; Y[ �4,�,5y �, yet-+" '�`'r'-3e .i"" ,�', ; � ,;. .n "�,{� "air,*, f=-..,.n. } esd iy�'sY+,YF' gln w, 1I5��a41Ib5,r "."'ctt' .� €���'bx'I��I fa JII Ik°��'��Ih, I ' ¢§ 1; �"{ . �ty:h „'� Y•,;. ���Y �,, }�., m .re q ? 4 JS. k ''. I. r. �: % , .r x .,xgSi n- a,...d a-. X .+,.n « 1 .: 4.:✓... .i .. rr'€'eva c: � a{: t,. I' ,:,. - r.. „•. '. k;..¢.#... ._.W-$', „3:. ...r - ® "I�S� ir, ' a^"a8T ntYy� '. A+"I .;� .,� '��'..,€7➢`ck, - � € �'�°:�' M1 �? ... 'a°PlElll!-` �.., �h..n_.,'F.,'� s+,?�.a::,..'� ,I . ,,ms•�inr� sw.� ..-.N>.� +,... ,.,, ., x �ar,a,,..t.•mNF,''d�: .�7%.'i.!":. ..r�l €. x r .,, �i����t .. ,, �.,,.:::.<,s. .i ,,. .: -. ..- f..., ,�'r..d' I,� li .- , 66 MASTER BATHROOM__ --__ ,_ OOM _ -_ "' - 12 MASTER_ BATHROOM 13 _-MASTER_ BA HROOM 14 `MASTER_ BATHROOM .1 , MASJ�R_ B R 2y 2 -- IqA 2 I :. � h;•,., - a -, , .:. ,�4 5q r. x:. of ,,," : c� ; %r:, a';, , ;aj , rt .:I t , , s I �r1�qr inq:;. 'u.µ ,._a F.t �' ':z ,': d ;� RM .,-, r,, h ,+',: w. 5. ''x �'•. '.� � mb t, ,.. .,..' x,,• , .•+aw .,'. ':. d � kr4 �� ,kyX,...., C a , :fir. .♦ ... _.. .. l F ,:. 4,„ y _. ....i_ ...-.. ..: y € 4 I M INTERIOR ELEVATION KEYNOTES. #�a :` vF .•' i ,'; �'ul„4°k5�: ka.i _ -._ - -_ -ts'.. 1. :r.. ,. a'i.,. x. y.,M.t .:�3 •1i•z ,t: �{{. ..... ,, .>. ` , ,.c a, U,w€1'„P ` :, e" r 1. CERAMIC SOAP DZSB. 23. RANGE HOOD. k ;,T 19 24. OPENING. 2. BATH TUB ,�Z,F: 3. 2'-0" CERAMIC TOWEL BAR. 25. DOUBLE SINK. 4. CERAMIC TILE BAND. 26. PLASTIC LAMINATE COUNTER SEE / / / II :.^ nTFl,na.f:�:'.' {w CA, .itr#a H,ay t ;t:+'+ ,a 4;,. . K .,,. t�,'S„ „ .. r,: .z, .:.r "`i ,„✓�Nv'`, r-. ::k q, s`'"e I�.. G :. 3 . WATER CLOSILEET. BASE ,, FLOOR PLANS). r 5+ CERAMIC T2. DISHWASHER SPACE. 28. PEDESTAL SINA.6 '; .. 7. CERAMIC TOILBT PAPER BOLDER. 29. 1'-6" CERAMIC TOWEL BAR. -- -- -- .._ - ----- ---- h ]5 LAUNDRY ROOM A26 Fs ' ■■■■■■■■■sons - ,: ■■I NSF _\:__ \I/■S\\■E rfl■m■■kr■■ '\■■ IF A AL ISM ME X■■ I■■ NEW, ■■r ON ■■t ■■\ ■■■■■■■■la■■■■■■■ ■■■moss■■■■■■■■ L N Q cn i o �) 00 CN M C 4-' c) a • O F :'c— a) N -�— _ld o711 _� E 3Vi 11 IN mom, ■■ ■M ■■ E■ ■■ ■■ m MN ms .. NO■a■■E ...............IN mommomms MONEENEEN ■m■■mommMM■E■■■■ SOME■........... 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STUCCO CORNER BEAD (TYP.). 6. 5/8" STU CO FINISH (TYP.). 7. 3 5TAL STUDS AT 16" O.C. (TYP.). 8. ONE -HOUR FIRE -RATED WALL ASSEMBLY (WP5015). REFER TO THE "FIRE S ETY PLANS" FOR FURTHER INFORMATION. 9. 1/2" DR ALL (TYP.). 10. 1/2" MOI TURF -RESISTANT DRYWALL (TYP.`;. 11. 1 5/8" METAL STUDS @ 16" O.C. (TYP.). 12. CAULKING(TYP.). 13. DOOR L FRAME. REFER TO THE "DOOR SCHEDULE". 14. DRYWALL CORNER BEAD (TYP.). 15. 3/4" INSULATION (TYP.) 16. 8 X 8 X'. 16 CONCRETE MASONRY UNITS. SEE STRUCTURAL DRAWINGS POR FILLED CELL AND REINFORCING INFORMATION. 17. BALCONY SLAB EDGE. 18. 616" STUCCO FINISH ON SELF -FURRING EXPANDED METAL LATH ON "CANVEX III" ON 1/2" EXTERIOR GYPSUM BOARD SHEATHING. 19. '!/8" STUCCO FINISH ON SELF -FURRING EXPANDED MTM LATH ON "GANVEX II". ' 20. PREFINISHED ALUMINUM GUARDRAIL. 21. ONE -HOUR FIRE -RATED WALL ASSEMBLY (WP1200). REFER TO THE "FIRE SAFETY PLANS" FOR FURTHER INFORMATION. 22. TWO-HOUR FIRE -RATED WALL ASSEMBLY (U905). REFER TO THE -FIRE SAFETY PLANS" FOR FURTHER INFORMATION. 23. 5/8" STUCCO FINISH ON SELF -FURRING EXPANDED METAL LATH ON 1/2" EXTERIOR GYPSUM BOARD. 24. 5/8" STUCCO FINISH ON SELF -FURRING EXPANDED MEAL LATE ON "CANVEX I1". 25. 2 X 6 STIFFENER. 26. CONCRETE. SHEAR WALL. REFER TO THE STRUCTURAL DRAWINGS. 27. FUR -OUT ITS 7/8" METAL FURRING. SHIM FURRING AS REQUIRED. 28. ONE -HOUR FIRE -RATED WALL ASSEMBLY (WP5015), UTILIZING 3 5/8" METAL S UDS. REFER TO THE "FIRE SAFETY PLANS" FOR FURTHER INFORMA TION. 29. 6" 14ETALL STUDS AT 16" O.C. (TYP. ). 30. CONCRETE SHEAR WALL LOCATION ON FLOORS 2 6 3 ONLY. 31. FIRE -RA D SHAFT -WALL SYSTEM. REFER TO THE "FIRE -SAFETY PLANS" FOR CONSTRUCTION. 32. TWO-HOUR FIRE -RATED WALL ASSEMBLY (WP1S05). REFER TO THE "FIRE SAFETY PLANS" FOR FURTHER INFORMATION. 33. P.T. I 6. 34. PREFINISHED ALUMINUM STOREFRONT S GLASS. j5 5/8" NZ IVALL PQ I slt," mi -w_ 4Y4GS. 5&. 12.3 FL WW IWSULATIOW BETWEEW FUIM[WGT. 4Ue;lr:.�J121 e Azou�tlzaL TILE GEILIt�Lr �'(�T�r1 Ism�'y, ME.7AL STU0S cf I0' 016, SCALE: e ` tip¢r9^ �y 1�1 nor i, r.. ' �> N 910" A.KF 1/11' 1212`f IVALL 09u 7/6 METAL HA I LHA,I W E_Le, 0 24" O. G. 00 I/,2i. OETAL G- CHALJWELS c, 24" p.G, -TWo- Ha(AQ_ 12ATEb \\/ALL _ Al �EH1?p L`I di," i 12ULTF-l2 P64 \up1505. V2E.fEa "(o THE 1 FI12E- �AFET� PLA►-aS''' I��iALI. �✓ul�b A-T-TI- iL. 4u "fir -I �.A?lS FcW_ �CuJe �ZA-Tl"6r i3A2,E130Al2b'. 46 3 13y "i31MV0'-6 HOULniuGr Co:", 012 APMOVED 5QU I\/ALE.I 1T� -- - �' -7 ALAI Z o' L I2F-r-F,2 TO THE "9COM If101-�H SGH1'Gu�.E�'' Foy �Loor2 FII..IISH. �oLIG�ETE {=Look �t„4�.42EFi✓12 n To TH£ �TI�UGTuvzAL b►�A\vIULTS. 1/'L" L21;zYAV,&LL. 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SCALE. 3 0: 1 o cz JAMB, HEAD(SIM.: JU- a ff 0 c) JAMB nuvoul- J Dq (5�4 CJ5 III z II 7. 77741---777 E� HEAD JAMB m ' orl O nsi ORION III (2 F_LEv, 4) Gd EL-F_v' 10) ELF-v, 14) HEAD M?qwm3w 47 Nm _IrK_-SILL 2 �9 STOREFRONT DETAIL KEYNOTES: 7 T 1. STUCCO CORNER BEAD. 2. CAULKING (TYP 3. SHIM, AS REQUIRED. 4. DRYWALL CORN.. . 5. 1/2- DRYWALL (TYP.) 6. P.T. 2 X 6 STIFFENER. 7. 6" METAL STUDS TTP-) B. 3 1/2" R-11 BLANKET INSULATION. 9. 6XI 16 6MU (AT JAMB LOCATION)). BEAM (AT HEAD L06AT191.0- REFER TO THE STRUCTURAL 'DRXWI2Je.G. 10. PREFINISHED ALUMINUM STOREFRONT SYSTEM AND GLASS (CENTERLINE OF STOREFRONT IS TO LINE UP WITH THE CENTERLINE OF THE 6mu 11. 7/8- METAL FURRING (TYP.). 12. CONCRETE STRUCTURAL COLUMN- REFER TO THE STRUCTURAL DRAWINGS FOR FURTHER INFORMATION. IN 13. ONE -HOUR FIRE -RATED WALL ASSEMBLY (WP1200). REFER TO THE "FIRE SAFETY PLANS" FOR FURTHER INFORMATION. 14. PREFINISHED ALUMINUM STOREFRONT SYSTEM AND GLASS. 18. P.T. 1 X 4. 19. P.T. I X 6. 20. STUCCO FINISH ON SELF -FURRING EXPANDED METAL LATH ON "CANVEX II". 21. 0u0FltiPVgL7 Aeou-,-rieAL m_r (ei(I SYSTEm- 22. 1 5/8" METAL STUDS @ 16- O.C. (TYP.). 23. ONE -HOUR FIRE RATED WALL ASSEMBLY (WP5015). REFER TO THE "FIRE SAFETY PLANS" FOR FURTHER INFORMATION. 24. 3 5/8" METAL STUDS @ 16- D.C. (TYP.) 25. P.T. 2 X 4, CUT TO FIT AS SHOWN. 26. DOOR AND FRAME TO BE SUPPLIED BY THE STOREFRONT MANUFACTURER. REFER TO THE "DOOR SCHEDULE". 27. P.T. 2 X 8 STIFFENER. 28. P.T. 2 X 6 STIFFENER, CUT DOWN AS REQUIRED. 29. PREFINISHED ALUMINUM SILL FLASHING TO BE SUPPLIED BY THE STOREFRONT MANUFACTURER. 30. FLOOR SLAB. REFER TO THE STRUCTURAL DRAWINGS FOR FURTHER INFORMATION. 31. 1 X (WIDTH AS REQUIRED) SILL EXTENSION. 32. STUCCO CASING BEAD. 33. 7/8- METAL HAT CHANNELS AT 24" O.C. ATTACHED TO 1 1/2" CHANNELS AT 24" D.C., SUSPENDED FROM STRUCTURAL SLAB ABOVE. 34. 3/4" CDX PLYWOOD. 35. 1/2' EXTERIOR GYPSUM BOARD. 36. 2 X 8 FINISHED LUMBER CUT -DOWN TO SIZE SHOWN- ROUT TOP CORNERS AND EASE BOTTOM CORNERS, AS SHOWN. 37. WALL BASEBOARD-. #618 (9/16- X 5 1/4") BY "BROWN'S MOULDING CO., OR APPROVED EQUIVALENT. 38. 1/2" DRYWALL EACH SIDE OF 3 5/8" METAL STUDS AT 16- O.C. (OR) �wd ONE -HOUR FIRE -RATED WALL ASSEMBLY CONSTRUCTED PER WP, #1200. REFER TO THE "FLOOR PLANS" FOR LOCATION. 39. WOOD CASING EACH SIDE: #361 (11/16- X 2 1/2") BY 'BROWN'S MOULDING CO., OR APPROVED EQUIVALENT. 40. 2 X (WIDTH AS DETERMINED BY WALL CONSTRUCTION) FINISHED LUMBER WITH EASED EDGES. 41. WOOD QUARTER ROUND EACH SIDE: 1108 (1/2" X 1/2") BY 'BROWN'S MOULDING CO., OR APPROVED EQUIVALENT. 42. WOOD STOP EACH SIDE: #937 (7/16- X 1 1/4") BY 'BROWN'S MOULDING CO.-, OR APPROVED EQUIVALENT. 43. WEATHER STRIPPING TAPE EACH SIDE. 44. 1/4" GLASS. 45. 2 X 4 STIFFENER. 46. WOOD TRIM EACH SIDE: 4935 (7/16- X 1 5/8") BY BROWN'S MOULDING CO.-, OR APPROVED EQUIVALENT. 47. E5FAM I VEA ei'rIZU(r-U12A4_ rVA1V11446. 48. WOOD TRIM: #937 (7/16" X 11/4") BY "BROWNS MOULDING Co.-, OR APPROVED EQUIVALENT. dk 49. WEATHERSTRIPPING. 50. TWO-HOUR FIRE -RATED WALL ASSEMBLY (WP 1505). REFHR To THE "FIRE SAFETY PLANS" FOR FURTHER INFORMATION. 51. SIff STUD TRACK IN CAULK. 52. 5,1e" STUCCO FINISH. 5'3, TEXTURED CEILING FIN1614, 54. V_3 15LOW1.4 JW4,ULATIOW VETWEEW FUII M, 019, If', 1 I "U'l R ALUMINUM STOREFRONT ELEVATIONS: TYP SCALE: 1/4":V-0" STOREFRONT DETAILS- TYP. SCALE: 3":1'-0" z 45 aD i� �j.� �kP} , A HEAD, JAMB(SIM.), SILL(sIM o A30- ..Nk 7'- p 30 v A Ao r 2'- g„ 3D �+ 4 / �� - . 71 �i� ELEVATION 16 ELEVATION 17 (WOOD) (WOOD), o, STO EFRONT DETAIL KEYNOTES: na 1. STUCCO CORNER BEAD. 30. FLOOR SLAB. REFER TO THE STRUCTURAL DRAWINGS FOR FURTUR 2. CAULKING (TYP.). INFORMATION. A,. 3. SHIM, AS REQUIRED. 31. 1 X (WIDTH AS REQUIRED) SILL EXTENSION.. 4. DRYWALL CORNER BEAD. 32. STUCCO CASING BEAD. - ",. ;lg 5. 112" DRYWALL (TYP.) 33. 7/8" 14ETAL EAT CHANNELS AT 24" O.C. ATTACHED TO 1 1/2" 6. P.T. 2 X 6 STIFFENER. CHANNELS AT 24" O.C., SUSPENDED FROM STRUCTURAL SLAB ABOVE. 7. 6" METAL STUDS @ 16" O.C. (TYP.) 34. 3/4" CDX PLYWOOD. 'a 8. 3 1/2" R-11 BLANKET INSULATION. 35. 1/2" EXTERIOR GYPSUM BOARD. ;^:: 9. 5/B" STUCCO FINISH ON SELF -FURRING EXPANDED METAL LATH ON 36. 2 X 8 FINISHED LUMBER CUT -DOWN TO SIZE SHOWN. ROUT TOP - ^CANVEX II" ON 1/2" EXTERIOR GYPSUM BOARD SHEATHING. CORNERS AND EASE BOTTOM CORNERS, AS SHOWN. 10. PREFINISHED ALUMINUM STOREFRONT SYSTEM AND GLASS (CENTERLINE 37. WALL BASEBOARD: i618 (9/16" X 5 1/4") BY "BROWN'S MOULDING OF STOREFRONT IS TO LINE UP WITH THE CENTERLINE OF THE 6" CO., OR APPROVED EQUIVALENT. ez, METAL STUDS). 38. 1/2' DRYWALL EACH SIDE OF 3 5/8" METAL STUDS AT 16" O.C. (OR) 11. 7/8" METAL FURRING (TYP.). ONE -HOUR FIRE -RATED WALL ASSEMBLY CONSTRUCTED PER WP #1200. 12. CONCRETE STRUCTURAL COLUMN. REFER TO THE STRUCTURAL DRAWINGS REFER TO THE "FLOOR PLANS" FOR LOCATION. FOR FURTHER INFORMATION. 39. WOOD CASING EACH SIDE: #361 (11/16" X 2 1/2") BY "BROWN'S 13. ONE -HOUR FIRE -RATED WALL ASSEMBLY (WP1200). REFER TO THE MOULDING CO., OR APPROVED EQUIVALENT. 'FIRE SAFETY PLANS' FOR FURTHER INFORMATION. 40. 2 X (WIDTH AS DETERMINED BY WALL CONSTRUCTION) FINISHED LUMBER 14. PREFINISHED ALUMINUM STOREFRONT SYSTEM AND GLASS. WITH EASED EDGES. - 18. P.T. 1 X 4. 41. WOOD QUARTER ROUND EACH SIDE: #108 (1/2" X 1/2") BY "BROWN'S 19. P.T. 1 X 6. MOULDING CO., OR APPROVED EQUIVALENT. 20. STUCCO FINISH ON SELF -FURRING EXPANDED METAL LATH ON 42. WOOD STOP EACH SIDE: #937 (7/16^ Z 1 1/4") BY "BROWN'S ^CANVEX II". MOULDING CO.", OR APPROVED EQUIVALENT. 21. P.T. 2 X 4 STIFFENER. 43. WEATHER STRIPPING TAPE EACH SIDE. 22. 1 5/8" METAL STUDS @ 16" O.C. (TYP.). 44. 1/4" GLASS. e, 23. ONE -HOUR FIRE RATED WALL ASSEMBLY (WP5015). REFER TO THE 45. 2 X 4 STIFFENER. "FIRE SAFETY PLANS" FOR FURTHER INFORMATION. 46. WOOD TRIM EACH SIDE: #935 (7/16" % 1 5/8") BY BROWN'S 24. 3 5/8" METAL STUDS @ 16" O.C. (TYP.) MOULDING CO.", OR APPROVED EQUIVALENT. 25. P.T. 2 % 4, CUT TO FIT AS SHOWN. 47. 1 X 6 FINISHED LUMBER WITH EASED EDGES. 26. DOOR AND FRAME TO BE SUPPLIED BY THE STOREFRONT MANUFACTURER. 48. WOOD TRIM: #937 (7/16" X 1 1/4") BY "BROWNS MOULDING CO.", OR *. ' .. REFER TO THE "DOOR SCHEDULE". APPROVED EQUIVALENT. h +� 27. P.T. 2 X 8 STIFFENER. 49. WEATHERSTRIPPING. . f 28. P.T. 2 X 6 STIFFENER, CUT DOWN AS REQUIRED. 50. TWO-HOUR FIRE -RATED WALL ASSEMBLY (WP 1505). REFER TO THE } 29. PREFINISHED ALUMINUM SILL FLASHING TO BE S PLIED BY THE ^FIRE SAFETY PLANS" FOR FURTHER INFORMATION. t ` I STOREFRONT MANUFACTURER. 51. SET STUD TRACK IN CAULK. CA9gI G ELEVATION 20 =[::4 ELEVATION 3 A L �,? ELEVATION 4 l L UAL � ALEs; N ELEVATION 9 -7 11 Eq _4A L QrA�,F,� d- ELEVATION 5 MOOT- r 3E 12 UAL r4 E 0 o� �,F i 7' ELEVATION 6 & 6' nw �' I l� A7; ELEVATION 8 X A ELEV. 10 ( 2V A EQUAL 4;,?AaS _O N ELEVATION 11, & 1 1' M ELEVATION 13 EIR F � 1 I'i. TO �E �a1 vE M I riLE D Pu2au�E, 7 � � L. ELEV. 14 f^ 9go 71 ` yy3` DOOR DETAILS: TYP. SCALE: $":1'-Q", AHEAD JAMB(sIM.) - 31 B _ HEAD, JAMB(siM.) 31 cHEAD I GIHEAD, JAMB(siM.) ZI � P � I � i ' I C ZI 2Z �- �h t� 2-, E t' F� . 5 5 >r , 50 b itik X' _ , , m,,: ti H HEAD, JAMB(siM) CN „,, Y ark` 46IL czz 2 15 5 t D JAMB i 1t7, JA B(SIM.) r, 31 A3i:.r i ;. .. �Ls y k i,k s r$, t _.. 4 ,. ., a ~.} ... ... . .�,.. VJ M' ro Z Ig ! I i Z 19- C 7 I. 1 5 E HEAD 31 JHEAD,-JAMB(siM.) 3 HEAD A 31 JAMB (siM,)mum 0 Q HEAD, JAMB (sim.) - --- I I - - ) A31 nn C> JAMB(SIM rP���s a�x%,h, N11vlwlT'>�rytl`8I� I JAMB(siM,) o HEAD, A31 - - - _ --------- @ - -__-- P HEAD, JAMB(siM.) 1 Y m �w } �.4 E C e fogy'. r31 - 3-1 �z o a o DOOR ELEVATiONS: TYPE 'C' (A L T . ) T Y P E D' (A L T . ) XuVERS lu navwe III eo �- ouLY i < J T Y P E ' E' T Y P E ' F' L \y/ 1 IAI•p, TYPE H x � Iw ,.�}I . T Y P E ' M' OF- I- }, �ii-EVA / k L„c,A�fi 17o1c>{Z5 �41zC To PyE j-o"siT P�11THD✓� �G1/ DOOR DETAIL KEYNOTES: 1. 1/2" DRYWALL (TYP.) 35. REFER TO THE "ROOM FINISH SCHEDULES" FOR ACTUAL FLOOR 2. 3 5/8" METAL STUDS AT 16" O.C. FINISHES. 27, 3. SHIM AS REQUIRED. 36. INSTALL MARBLE SILL WHERE TILE OCCURS ON ONE SIDE OF DOOR %J 4. 2 X 4 STIFFENER (P.T.. FOR EXTERIOR WALLS). ONLY. 5. DOOR AND FRAME. REFER TO THE "DOOR SCHEDULE". 37. ROOF SLAB. REFER TO THE STRUCTURAL DRAWINGS FOR FURTHER 2 6. ONE -HOUR FIRE -RATED WALL ASSEMBLY (WP1200). REFER TO THE INFORMATION. FIRE SAFETY PLANS- xOR FURTHER INFORMATION. 38. 6" HIGH CONCRETE CURB. J 7. DOOR FRAME ANCHOR, AT JAMB LOCATION. v . ROOFING ON RIGID INSULATION. 8. 8 X 8X 16 CONCRETE MASONRY UNITS, AT JAMB LOCATION. REFER TO 4040. METAL FLASHING WITH DRIP EDGE. AS SHOWN. THE STRUCTURAL DRAWINGS FOR FILLED CELL 6 REINFORCING 41. METAL CORNER MOLDING, #FCM-75 BY "FRY REGLET", OR APPROVED INFORMATION. EQUIVALENT. ' c _•_° _ 9. WOOD POCKET DOOR AND. FRAME WITH OPERATING HARDWARE. REFER TO 42. PREFINISHED ALUMINUM SLIDING GLASS DOORS AND FRAME WITH - THE "DOOR SCHEDULE". SCREEN. II}} 50 10. WOOD BI-FOLD DOOR WITH OPERATING HARDWARE. REFER TO THE "DOOR 43. SET SILL IN NON -SHRINK GROUT AS REQUIRED BY SLIDING GLASS DOOR 11. SCHEDULE",. (O2 MttZIZOKEP Di -PASS POOR). MANUFACTURER. 11. 3/4" X WIDTH (AS SHOWN) WOOD CASING. 44. FILL WITH GROUT AS RECOMMENDED BY THE SLIDING GLASS DOOR S 12. 5/4" X 5/4" WOOD TRIM EACH SIDE. MANUFACTURER. SILL 13. 5/4" X WIDTH (AS SHOW) WOOD CASING. 45. 6" METAL STUDS AT 16" O.C. -- _ 14. DRYWALL CORNER HEAD (TYP.). 46. WOOD CASING: #361 (11/16" X 2 1/2") BY "BROWN'S MOULDING CO.", A31 15. CAULKING (TYP.). OR APPROVED EQUIVALENT. 16. 7/8" METAL FURRING. 47. AIRTIGHT GASKET WHERE REQUIRED PER "DOOR SCHEDULE". 17. FILL FRAME WITH GROUT, 48. 2 X 4 STIFFENER, CUT DOWN FOR APPLICATION AS SHOWN. 18. PRECAST CONCRETE LINTEL, AT HEAD LOCATION. REFER TO THE 49. TWO-HOUR FISTRUCTURAL DRAWINGS. RE -RATED WALL ASSEMBLY (WPFOR 1505). REFER TO THE "FIRE SAFETY PLANS" FOR FURTHER INFORMATION. 19. 8 X B X 16 CONCRETE MASONRY UNITS CONSTRUCTED PER U905 (SEE 50. WEATHERSTRIP¢ZNG. "FIRE SAFETY PLANS-), AT JAMB LOCATION. REFER TO THE STRUCTURAL DRAWINGS FOR FILLED CELL .AND REINFORCING51. 5/8" STUCCO FINISH ON SELF -FURRING EXPANDED METAL LATH ON 1/2" O :., EXTERIOR GYPSUM BOARD. INFORMATION. 52. 5/8" STUCCO FINISH ON SELF -FURRING EXPANDED METAL LATH ON 20. 3/4" INSULATION (TYP..). "CANVEX II". 21. 518" STUCCO FINISH ('TYP.). 53. STUCCO CASING BEAD. 22. STUCCO CORNER BEAD (77P.). 54. CERAMIC TILE OVER BOND COAT OVER MORTAR BED OVER SCRATCH COAT 23. 8 X 8 X 16 CONCRETE MASONRY UNITS. REFER TO THE STRUCTURAL ON METAL LATH OVER 1/4 DIA. PENCIL RODS ON RIGID INSULATION ON DRAWINGS FOR FILLED CELL AND REINFORCING INFORMATION. CEMENTITIOUS BACKER BOARD ON VAPOR RETARDING MEMBRANE (INSTALL 24. P.T. 2 X 6 STIFFENER.' PER SPECIFICATIONS FOR 'STEAM ROOM MEMBRANES" #SR613-9P AS 25. 5 8" STUCCO FINISH ON SELF -FURRING EXPANDED METAL LATE ON DESCRIBED IN THE 1990 HANDBOOK FOR CERAMIC TILE INSTALLATION 5� "CANVEX II". SPONSORED BY THE TILE COUNCIL OF AMERICA). % 26. 516" STUCCO FINISH ON SELF -FURRING EXPANDED METAL LATH ON 55. MARBLE SILL. I "CANVEX II" ON 1/2" EXTERIOR GYPSUM BOARD SHEATHING. 56. MATCH HEIGHT OF ADJACENT FLOOR FINISH. /.,LL= 27. 3 1/2" R-11 BLANKET INSULATION. 57. CERAMIC TILE OVER BOND COAT OVER MORTAR BED ON MEMBRANE, SLOPE / 28. ONE -HOUR FIRE -RATED WALL ASSEMBLY (WP1200) UTILIZING 6" METAL TO DRAIN ( INSTALL PER SPECIFICATIONS FOR "STEAM ROOM STUDS. REFER TO THE "FIRE SAFETY PLANS" FOR FURTHER MEMBRANES" #SR613-90- AS DESCRIBED IN THE 1990 HANDBOOK FOR INFORMATION. - CERAMIC TILE INSTALLATION SPONSORED BY THE TILE COUNCIL OF 29. ONE -HOUR FIRE -RATE➢ WALL ASSEMBLY (WP5015), UTILIZING 3 5/8" AMERICA). METAL STUDS. REFER TO THE "FIRE SAFETY PLANS" FOR FURTHER 58. CONCRETE STRUCTURAL COLUMN. REFER TO THE STRUCTURAL DRAWINGS INFORMATION. FOR FURTHER INFORMATION. 30. FLOOR SLAB. REFER TO THE STRUCTURAL DRAWINGS FOR FURTHER 59. P.T. 1 X 1. INFORMATION. 60. P.T. 1 X 2. 31. METAL DOOR THRESHOLD WITH SEAL. ALL SCREWS USED FOR EXTERIOR 61. P.T. 1 X 4. APPLICATIONS TO BE STAINLESS STEEL. 62. PREFINISHED ALUMINUM SLIDING. GLASS DOOR FRAME. 32. DOOR BOTTOM SWEEP. ALL SCREWS USED FOR EXTERIOR APPLICATIONS 63. PREFINISHED ALUMINUM MODIFIED SLIDING GLASS DOOR. TO HE STAINLESS STEEL. HEAD, JAMB(SIM.) ALL SCREWS USED FOR EXTERIOR APPLICATIONS TO BE STAINLESS 65. 1 X 6 FINISHE 64. FIXED CLOSURN PANEL TO MATCH SLIDING GLASS DOOR. 33. METAL DOOR THRESHOLD WITH SEAL FOR HANDICAP ACCESSIBILITY. D LUMBER JAMB EXTENSION WITH EASED EDGE (CUT TO STEEL. FIT AS SHOWN 3 34. DOOR THRESHOLD OFFSET, FOR USE WHEN HEIGHT OF FLOOR FINISHES 66. WOOD BASEB04 #623 (9/16" X 3 1/4") �Y "BROWN'S MOULDING ON EACH SIDE OF DOOR VARIES. CO., OR APPROVED EQUIVALENT. - 67. STUCCO CASINCJdFLASHING, AS SHOWN. 68. SET STUD TRACK IN CAULK. 69. 1 X 4 FINISHES LUMBER JAMB EXTENSION WITH EASED CORNER (CUT TO i FIT AS SHOWN ) ' 70, 600"ETE 614EAIF WALL. PEF02 To THE sTKL1,Tu12A6 VPAWiNIIS. 11. 13 6LOW0 IOeULATIOP 8ETWEEW FUI2I►1.^r. I DOOR DETAILS: TYP. SCALE: V° 1'-0" 1 4A L_ SILL- 32 _- KJ 1 1 /T74e 1 c SILL A 14,31 r_ Z F HEAD 3 � G JAMB A3 i E HEAD, JAMB(SIM.) CA3 32 HEAD, JAMB(SIM. v 0 a. V' �.5A J, . I ` Vie, �za „a v:- JAMB ° 3 ON ' o � 5 o d -70 5 i5 r I, F�+61"a a o HEAD_,JAMB (sl IVA A32 s a.rt '� � s ` �r;"�e,r��-„`'; "�'��`�'F• �iu, �'., w�iFts r,`„°�, i, al� " �W y aNa .. rnh h Z , r\ T` P JAMB 3 2 1 �_ I /I Fri DOOR DETAIL KEYNOTES 1. 1/2" DRYWALL (TYP.) 2. 3 5/8" METAL STUDS AT 16" O.C. 3. SHIM AS REQUIRED. 4. 2 X 4 STIFFENER (P.T. FOR EXTERIOR WALLS). 5. DOOR AND FRAME. REFER TO THE "DOOR SCHEDULE". 6. ONE -HOUR FIRE -RATED WALL ASSEMBLY tWP1200). REFER TO THE "FIRE SAFETY PLANS" FOR FURTHER INFORMATION. 7. DOOR FRAME ANCHOR, AT JAMB LOCATION. 8. 8 X 8 X 16 CONCRETE MASONRY UNITS, AT JAMB LOCATION. REFER TO THE STRUCTURAL DRAWINGS FOR FILLED CELL L REINFORCING INFORMATION. 9. WOOD POCKET DOOR AND FRAME WITH OPERATING HARDWARE. REFER TO THE "DOOR SCHEDULE". 10. WOOD BI-FOLD DOOR WITH OPERATING HARDWARE. REFER TO THE "DOOR SCHEDULE". 11. 3/4" X WIDTH (AS SHOWN) WOOD CASING. 12. 5/4" X 5/4" WOOD TRIM EACH SIDE. 13. 5/4" X WIDTH (AS SHOWN) WOOD CASING. 14. DRYWALL CORNER BEAD (TYP.). 15. CAULKING (TYP.). 16. 7/8" METAL FURRING. 17. FILL FRAME WITH GROUT. 18. PRECAST CONCRETE LINTEL, AT HEAD LOCATION. REFER TO THE STRUCTURAL DRAWINGS. 19. 8 X 8 X 16 CONCRETE MASONRY UNITS CONSTRUCTED PER U905 (SEE "FIRE SAFETY PLANS"), AT JAMB LOCATION. REFER TO THE STRUCTURAL DRAWINGS FOR FILLED CELL AND REINFORCING INFORMATION. 20. 3/4" INSULATION (TYP.). 21. $/6" STUCCO FINISH (TYP.). 22. STUCCO CORNER BEAD (TYP.). 23. 8 X 8 X 16 CONCRETE MASONRY UNITS. REFER TO THE STRUCTURAL DRAWINGS FOR FILLED CELL AND REINFORCING INFORMATION. 24. P.T. 2 X 6 STIFFENER. 25. 6184 STUCCO FINISH ON SELF -FURRING EXPANDED METAL LATH ON "CANVEX II". 26. 516" STUCCO FINISH ON SELF -FURRING EXPANDED METAL LATH ON "CANVEX II" ON 1/2" EXTERIOR GYPSUM BOARD SHEATHING. 27. 3 1/2" R-11 BLANKET INSULATION. 28. ONE -HOUR FIRE -RATED WALL ASSEMBLY (WP1200) UTILIZING 6" METAL STUDS. REFER TO THE "FIRE SAFETY PLANS" FOR FURTHER INFORMATION. 29. ONE -HOUR FIRE -RATED WALL ASSEMBLY (WP5015), UTILIZING 3 5/8" METAL STUDS. REFER TO THE "FIRE SAFETY PLANS" FOR FURTHER INFORMATION. 30. FLOOR SLAB. REFER TO THE STRUCTURAL DRAWINGS FOR FURTHER INFORMATION. 31. METAL DOOR THRESHOLD WITH SEAL. ALL SCREWS USED FOR EXTERIOR APPLICATIONS TO BE STAINLESS STEEL. 32. DOOR BOTTOM SWEEP. ALL SCREWS USED FOR EXTERIOR APPLICATIONS TO BE STAINLESS STEEL. 33. METAL DOOR THRESHOLD WITH SEAL FOR HANDICAP ACCESSIBILITY. ALL SCREWS USED FOR EXTERIOR APPLICATIONS TO BE STAINLESS STEEL. 34. DOOR THRESHOLD OFFSET, FOR USE WHEN HEIGHT OF FLOOR FINISHES ON EACH SIDE OF DOOR VARIES. 35. REFER TO THE "ROOM FINISH SCHEDULES" FOR ACTUAL FLOOR FINISHES. 36. INSTALL MARBLE SILL WHERE TILE OCCURS ON ONE SIDE OF DOOR ONLY. 37. ROOF SLAB. REFER TO THE STRUCTURAL DRAWINGS FOR FURTHER INFORMATION. 38. 6" HIGH CONCRETE CURB. 39. ROOFING. 40. METAL FLASHING WITH DRIP EDGE, AS SHOWN. 41. METAL CORNER MOLDING, #FCM-75 BY "FRY REGLET", OR APPROVED EQUIVALENT. 42. PREFINISHED ALUMINUM SLIDING GLASS DOORS AND FRAME WITH SCREEN. 43. SET SILL IN NON -SHRINK GROUT AS REQUIRED BY SLIDING GLASS DOOR MANUFACTURER. 44. FILL WITH GROUT AS RECOMMENDED BY THE SLIDING GLASS DOOR MANUFACTURER. 45. 6" METAL STUDS AT 16" O.C. 46. WOOD CASING: #361 (11/16" X 2 1/2") BY "BROWN'S MOULDING CO.", OR APPROVED EQUIVALENT. 47. AIRTIGHT GASKET WHERE REQUIRED PER "DOOR SCHEDULE% 48. 2 X 4 STIFFENER, CUT DOWN FOR APPLICATION AS SHOWN. 49. TWO-HOUR FIRE -RATED WALL ASSEMBLY (WP 1505). REFER TO THE "FIRE SAFETY PLANS" FOR FURTHER INFORMATION. 50. WEATHERSTRIPPING. 51. 5/8" STUCCO FINISH ON SELF -FURRING. EXPANDED METAL LATH ON 1/2" EXTERIOR GYPSUM BOARD. 52. 5/8" STUCCO FINISH ON SELF -FURRING EXPANDED METAL LATH ON "CANVEX II". . 53. STUCCO CASING BEAD. 54. CERAMIC TILE OVER BOND COAT OVER MORTAR BED'OVER SCRATCH COAT ON METAL LATH OVER 1/4 DIA. PENCIL RODS ON RIGID INSULATION ON CEMENTITIOUS BACKER BOARD ON VAPOR RETARDING MEMBRANE (INSTALL PER SPECIFICATIONS FOR "STEAM ROOM MEMBRANES" YSR613-90 AS, DESCRIBED IN THE 1990 HANDBOOK FOR CERAMIC`TILE INSTALLATION SPONSORED BY THE TILE COUNCIL OF AMERICA). 55. MARBLE SILL. 56. MATCH HEIGHT OF ADJACENT FLDOR FINISH. 57. CERAMIC TILE OVER BOND COAT OVER MORTAR BED ON MEMBRANE, SLOPE TO DRAIN ( INSTALL PER SPECIFICATIONS FOR "STEAM ROOM.. MEMBRANES" MSR613-90 AS DESCRIBED IN THE 1990 HANDBOOK FOR CERAMIC TILE INSTALLATION SPONSORED BY THE TILE COUNCIL OF AMERICA). 58. CONCRETE STRUCTURAL COLUMN. REFER TO THE STRUCTURAL DRAWINGS FOR FURTHER INFORMATION. 59. P.T. 1 X 1. 60. P.T. 1 X 2 61. P.T. 1 X 4.. 62. PREFINISHED ALUMINUM SLIDING GLASS DOOR FRAME. 63. PREFINISHED ALUMINUM MODIFIED SLIDING GLASS DOOR. 64. FIXED CLOSURE PANEL TO MATCH SLIDING GLASS DOOR. 65. 1 X 6 FINISHED LUMBER JAMB EXTENSION WITH EASED EDGE (CUT TO FIT AS SHOWN). 66. 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I..A t�, �$ a4T' � �3mh' F' �.�. •Ytrll.xaY ri.`d $"t p'.. n,• 0)'-0" 1`25MTMOUSE OWLY 0%'-O„ PGN7 NO�JSE OV4LY M�TALG �LE, d �,-8"xi ,,4 s 2-lz 45 �So PILL \VItN sTYVOPOA Iz0ILI; vi CAS �JNo\ „) �II�I�NEtJ IXEt7 FIVF� '� , CIvGrJ __III II III A,fF-, HEAD, JAMB (Sim,) SILL `SILL WM1 A � ,�: ����•.„ t WINDOW DETAIL KEYNOTES: ( 11 1. 1/2" DRYWALL. 18. P.T. 2 X 6 NAILER. 2. 7/8" METAL FURRING. _. ea R,� 19. 3 5/8" METAL STUDS @ 16" O.C. 3. DRYWALL CORNER BEAD. {�' 20. 1 5/8" METAL STUDS @ 16" O.C. TYPE 'D' 4. SHIM, AS REQUIRED. .' 4 si�� ' 21. 5/8" DRYWALL. 5. $/W STUCCO FINISH. ° 22. ALUMINUM CHANNEL SCREED (3/4") AT HEAD LOCATION ONLY. - 6. STUCCO CORNER BEAD. - 23. PRECAST CONCRETE LINTEL AT HEAD LOCATION. 8 X 8 X 16 CMU AT 7. CONTINUOUS CAULKING ((Ti.). JAMB LOCATION. REFER TO THE STRUCTURAL DRAWINGS. 8. PRECAST CONCRETE LINTEL. REFER TO THE STRUCTURAL DRAWINGS. 24. PLASTIC -LAMINATE ON 3/4" CDX PLYWOOD COUNTER (SEE FLOOR 9. PREFINISHED ALUMINUM WINDOW AND FRAME (EITHER DOUBLE -HUNG, PLANS). �l HORIZONTAL SLIDING OR FIXED). REFER TO THE WINDOW SCHEDULES AND ELEVATIONS. 25. REFER TO THE "ROOM FINISH SCHEDULES" FOR FLOOR FINISH. b 10. TEXTURED CEILING FINISH. 26. R-3 $LOWO [We ULATI00 13EWEEU I'I1IMIU E(D //E/BHT O� `� r� E'. IVIf.��DW SGME27✓( 11. CONCRETE FLOOR OR ROOF SLAB. REFER TO THE STRUCTURAL DRAWINGS. 12, 8 X 8 X 16 CMU. REFER TO THE STRUCTURAL DRAWINGS FOR REINFORCEMENT. 13. FILL TOP COURSE AT WINDOW WITH CONCRETE. 14. SET WINDOW SILL IN SEALANT AS RECOMMENDED BY THE WINDOW MANUFACTURER. 15. WINDOW PAN FLASHING (TO MATCH WINDOW FRAME). PROVIDE END *� s ':: "1Y` t Yr' s '""'y"' " " �� • "�� OFAPS AT JAAN WITH SEALANT ASLR ECOMMENDEDJOINTS. ALL . ry BY THEW NDOWMANUFACTURERPENETRATIONS �`•., `iw_ T -'R. 17. P.T. 2 X 4 LEDGER. PRE -FINISHED ALUMINUM 'BATTEN -SEAM'- Y2 ' ROOFING ON BUILDING FELT, ON HARDBOARD SHEATHING ON METAL ROOF JOISTS, SEE STRUCTURAL DRAWINGS FOR FRAMING AND ir:ONNECTION DETAILS TYP. 5/5' STUCCO FINISH - -- -. -- COORDINATE WITH COORDINATE WITH DIVISION T4 r--- STRUCTURAL DW1G5. - ELEVATOR MACHINE ROOM WALL BEYOND SEE ELEVATOR SHOP DRAWINGS ' FOR EQUIPMENT LOCATIONS C.M.U.---- ------ ------ COORDINATE WITH DIVISION 141 OF THE SPECIFICATIONS 6T.41R RAILING BEYOND 1 • COORDINATE WITH DIVISION 5.1 -_ - INFILL. THIS AREA WITH IUP1200 1 HR. FIRE (RATED WALL :.T•,`',; STAIR BEYOND -.___ ___-- __.... SEE SECTION 'B/A3'1' AS REQUIRED 139' - 4' ELEVATOR •T;^,> - MACH. ROOM FF. a. r, 4 PLY BUILT UP ROOF MEMBRANE •' WITH GRAVEL ON SLOPED 'ZONOLITE' LIGHT WEIGHT IN5ULATIVE CONCRETE ON STAIR -STEPPED INSULPERM IN5UL- ATION BOARDS ON A ROOFING BASE``'-- >r OF 'ZONOLITE'. INSTALL PER MFGR5, SPECIFICATIONS, PROVIDE VENTING ., PER MFGRS. SPECIFICATIONS. + SLOPE TO ROOF DRAINS SEE ROOF PLAN SHEET A9 FOR LOCATIONS. e I� 1j1, j%CEI�LING HT. RPVARIES SEE REFLECTED CEILING PLAN (SHEET AS) NOTE: THESE DOORS ARE TO BE HELD IN THE OPEN POSITION MECHANICALLY CONTRACTOR TO COOR- DINATE HOLD OPEN DEVICES. �13TH F.F. (ILCEILING HT. VARIES SEE REFLECTED CEILING PLAN SEE ELECTRICAL DWGS. FOR - SIZES AND LOCATIONS OF ALL EXIT SIGNS TYP. C 6- SECOND A32 POUR SEE Sim. STRUCTURA DRAWINGS. c E� o 312 I/2'11 Ell 4TH FF. CEILING HT�,i"u. -- VARIES SEE EXIT REFLECTED CEILING PLAN SEE HVAG DWGS FOR LOG. OF ALL A/C GRILLES AND DUCTWORK TYPICAL. - - SEE FIRE SPRINKLER DWGS. FOR LOCATIONS AND SIZES OF ALL HEADS AND PIPING TYP. Ilu 21'-II' JkCE�ILING HT. O lq-�vARIE5 SEE EXIT o REFLECTED CEILING PLAN SEE ELECTRICAL DW'GS. FOR LIGHTS AND SWITCHING TYP. SEE ROOM FINISH SCHEDULE FOR ALL FLOOR FINISHES TYP. � 2ND F.F. Iq/ CEILING 1/2' D.W. ON 115' METAL FURRING -----. LIGHT COVE SIMILAR TO DETAIL 1 'A/A-43 «,,,.;e¢.. u F „ EMPPMM, PRIOR PRE-FINISHIED ALUMINUM 'BATTEN -SEAM' ROOFING ON BUILDING FELT, ON HARDBOARD SHEATHING ON METAL ROOF JOISTS. SEE STRUCTURAL DRAWINGS FOR FRAMING AND CONNECTION DETAILS TYP. 'ItELEVATOR MACH.ROOM FF. 5/8' STUCCO FINISH " „x , _ , .._.....� „,.," ,< ^ • ,.. ., *• : CONTRACTOR TO COORDINATE WITH DIVISION T OF SPECIFICATIONS 1 PRE FINISHED ALUMINUM 'BATTEN -SEAM' LOCATED ON THIS SET OF DRAWINGS TYP. D ROOFING ON BUILDING FELT, ON HARDBOARD e REV' SHEATHING ON METAL ROOF JOISTS. SEE' STRUCTURAL DRAWINGS FOR FRAMING AND CONNECTION DETAIL$ TYP. 12 A � REV. i. - DOOR SEE DOOR SCHEDULE I-- 4 PLY BUILT UP ROOF MEMBRANE WITH GRAVEL ON SLOPED 'ZONOLITE' LIGHT WEIGHT IN5ULATIVE CONCRETE ON STAIR -STEPPED IN5ULPERM INSUL- ATION BOARDS ON A ROOFING BASE OF 'ZONOLITE'. INSTALL PER MFGR5. SPECIFICATIONS. PROVIDE VENTING PER MFGR5, SPECIFICATIONS. - SLOPE TO ROOF DRAINS SEE ROOF PLAN SHEET A9 FOR LOCATIONS. I �. 13TH FLOOR CEILING HT. ON TOR 'EGS. 7N 141 2' "r BEARING/CEILING HT, JWAM - DOOR BEYOND SEE SCHEDULE p - SEE ROOM FINISH SCHEDULE FOR WALL FINISHES (TYP.) SEE STRUCTURAL .41 FOR LINTEL SIZES AND REINFORCING, LOCATIONS AND CONNECTION DETAILS S�'-O' WBEAFRING/CEILING HT. SEE FIRE SPRINKLER DWG9. FOR LOCATIONS AND SIZES OF ALL HEADS AND PIPING TYP SEE ELECTRICAL DWIGS FOR ALL FIXTURES • MOUNTING �Itr"t��E�p` '�i 'MA�"'^�rtTIdIR7rY ala}I�tylfi���r�i., " �fi"I,ryOq�'RF�rl�a`ir'ti iail�F«I�III'M�4,k vi A,""lhE�'ll' :��5F0.r1PH'�iA.apa K,i� I � ✓tifi`LI ',^ir,fi„��r 8'-3 1/2' Pr�r d al�,y9 4 BEARING/CEILING HT, glly�Ir��iI�IlIuIFI,"wSpYa - DOOR BEYOND SEE SCHEDULE TYP. - --- - ELEVATOR LADDER BEYOND -`-'- l STEP BEYOND _ WALL-i .• .,.., -:.- 0--s. 1K _ - - - EXIT CORRIDOR aAl PROVIDE WATERPROOFING AROUND ELEVATOR m ._2 a PIT WALLS AND SLAB USE LAMBERT WATERBAN 40 a 50-M. APPLY PER MANUFACTURERS SPECS. ' I : SEE SPECIFICATIONS DIVISIONS 1.1 AND 11 TYP. SEE MECHANICAL AND STRUCTURAL DWGS. FOR SUMP PUMP PIT LOCATION F' •"':.., -7C OR O. W/ ELEVATOR SPECIFICATIONS DIVISION 14.1:. ` ` '• a F - 01 SEE STRUCTURAL DRAWINGS FOR LOCATIONS r - AND SIZES OF ALL PILES AND CAPS • �F }'i k tk cti ' fl V Ili a ��»3�t�� •� �II . ���11111 T� i•� ■ �•� A 1 r- 1 ram\ I A T /\ r1 /� �� �� T ■ w r e _. 1/4' = P-0' TRASH CHUTE INTAKE DOOR -- 21' x IS' 'B" LABEL 1 1/2 HOUR SELF CLOSING BOTTOM HINGED I20' -10' 13TH FF. I.F 12TH F.F. /2. IIIV4TH FF. CHUTE 15 IN A 2 HOUR FIRE - RATED CHASE WP1095 SEE FIRE SAFETY PLANS FOR EXACT CONSTRUCTION OF CHASE WALIL. TRASH CHUTE INTAKE DOOR -- 21' x 18' 'B' LABEL 1 112 HOUR SELF CLOSING BOTTOM HINGED 3RD F.F. SEE FIRE SPRINKLER DRAWINGS FOR LOCATIONS OF SPRINKLER HEADS AND PIPING TYPICAL. SEE PLUMBING DRAWINGS FOR LOCA71ON AND SIZE OF FLUSH RING RISER TYP. Ii2' 2ND F.F. NOTE INTAKE THROAT IS OFFSET 45 DEGREES ON FLOOR 2 ONLY. DIVISION 7 SPECIFICATION CLARIFICATION " THERMAL AND MOISTURE PROTECTION PARAPET WALL BEYOND " $THIS ABBREVIATED FORM OF DRAWING I WATERPROOFING - PROVIDE BITUMINOUS --- PREMANUFACTURED CHUTE SPECIFICATIONS HAS BEEN LOCATED ON THESE WATERPROOFING AS MANUFACTURED BY VENT EXTENDING 4 FEET ABOVE ;pOCUMENTS AT THE REQUEST OF THE OWNER FOR _,MEERT WATERBAN #40 AND #50-M FOR FLOOR SELF FLASHING INSTALL THE CONVENIENCE OF THE CONTRACTOR & ELEVATOR PIT WALLS AND FOR OTHER 'WALLS MANUFACTURERS SPECS. ... PER COORDINATE ENT WITH COORDINATE VENT WITH DIVISION 14.2 �, -SUBCONTRACTOR. THE OWNER, THE ARCHITECT, AND BELOW GRADE. FOR UNDER SLAB MEMBRANE OF SPECIFICATIONS LOCATED ON TH15 THE GENERAL CONTRACTOR HAVE BEEN PROVIDED WATERPROOFING PROVIDE 15 LB. ASPHALT SET OF DRAWINGS TYP. WITH A COMPLETE BOOK SPECIFICATION FOR SATURATED FELT PERFORATED WITH DEAD FURTHER REVIEW. LEVEL ASPHALT MOPPED TO FORM CONTINUOUS --- 4 PLY BUILT UP ROOF MEMBRANE •' SEAL TURN UP ALL EDGES TO WITHIN 1" OF TOP -"- WITH GRAVEL ON SLOPED 'ZONOLITE' OF STRUCTURE. PROVIDE BALCONY - -- - LIGHT WEIGHT IN5ULATIVE CONCRETE DIVISION 1 WATERPROOFING BY USING PERCORA 904 ON STAIR -STEPPED INSULPERM INSUL- KLERE-SEAL FOR ALL UNIT EXTERIOR BALCONIES ATION BOARDS ON A ROOFING BASE e OF 'ZONOLI7E'. INSTALL PER MFGR5. -; GENERAL REQUIREMENTS-THEAIA DOCUMENT"A-201" AND FIRST FLOOR BALCONY AREAS. PROVIDE 5 SPECIFICATIONS. PROVIDE VENTING fi CONDITIONS OF THE CONTRACT FOR CONSTRUCTION YEAR WRITTEN WARRANTY FOR ALL PER MFGR5. SPECIFICATIONS. SHALL BE IN FORCE FOR THIS JOB. OWNER SHALL WATERPROOFING COMPONENTS. INSTALL ALL SLOPE TO ROOF DRAINS SEE ROOF < -' PROVIDE GENERAL REQUIREMENTS FOR THIS PRODUCTS IN STRICT ACCORDANCE WITH PLAN SHEET AS FOR LOCATIONS. PROJECT. MANUFACTURERS INSTRUCTIONS. OTHER SEE DIVISION 1 TYPICAL. MANUFACTURERS MAY BE ACCEPTABLE WITH • • APPROVAL OF ARCHITECT. in, -10 DIVISION 2 13TH FLOOR 2. DAMP PROOFING - PROVIDE POLYETHYLENE CEILING HT. SITE WORK - REFER TO CIVIL AND STRUCTURAL FILM BLACK OR WHITE TRANSLUCENT .006" ENGINEERING DRAWINGS FOR SPECIFICATIONS UNDER THICKNESS CONFORMING TO ASTM E96. USE THIS DIVISION. PLASTIC ROOFING CEMENT AS RECOMMENDED SPRAY ON TEXTURED CEILING BY MANUFACTURER OR PVC TAPE TO SEAL AND JOIN ALL FILM. PROVIDE VAPOR BARRIER -- -- TYPICAL UNIT 'A' DIVISION 3 UNDER ALL SLABS ON GRADE. LAP FILM UP 6" 2 HOUR FIRE RATED ON ALL EDGES. Ej CHASE BEYOND SEE FIRE SAFETY PLANS TYP. CONCRETE - REFER TO STRUCTURAL DRAWINGS FOR SPECIFICATIONS UNDER THIS DIVISION. 3. INSULATION - PROVIDE INSULATION AS FOLLOWS: 1 I -- ` r y EXTERIOR WALLS - "THERMAX' PROVIDE ----- ----- FLOOR SUPPORT SEE TRASH DIVISION 4 I . �.r ,k G L A S S F I B E R R E I N F O R C E CHUTE MANUFACTURERS SHOP - POLYISOCYANURATE FOAM PLASTIC CORE DRAWINGS MASONRY - REFER TO STRUCTURAL DRAWINGS FOR ' 3/4" IN THICKNESS, "THERMAX" CAVITY 1/2• SPECIFICATIONS UNDER THIS DIVISION. WALL INSULATION IS MANUFACTURED BY -BEARING/CEILING CELOTEX BUILDING PRODUCT WITH HT. MINIMUM "R" VALUE OF 5.4. CHUTE IS IN A 2 HOUR FIRE DIVISION 5 RATED CHASE WP1095 SEE ROOF - PROVIDE COMBINATION OF FIRE SAFETY PLANS FOR - ALUMINUM HANDRAILS - PROVIDE ALUMINUM "GRACE" PRODUCTS UTILIZING EXACT CONSTRUCTION OF HAND RAILS AS MANUFACTURED BY POMA INSULPERM, FOAM INSULATION, IN 1" TO Y CHASE WALL. CORPORATION OF WEST PALM BEACH, FLORIDA THICKNESSES AND ZONOLITE INSULATIVE - OR APPROVED EQUIVALENT, PROVIDE STYLE LIGHT WEIGHT CONCRETE WITH MINIMUM INSULATE ALL TRASH ROOM #205 WHERE SHOWN ON PLANS. TOP RAIL TO BE V COVER. PROVIDE AVERAGE R VALUE WALLS THAT ARE ADJACENT #95, POST TO BE #33X, PICKETS TO BE #52X, AND ON ROOF SURFACE OF R12 OR TO LIVING SPACES TYPICAL, BOTTOM CHANNEL #43, FINISH TO BE E.S.P. EQUIVALENT. PAINT FINISH, ALUMINUM SHALL BE 6063-T5 LALLOY, HAND RAILS SHALL MEET THE INTERIOR WALL SOUND INSULATION - 2, 3,,,, REQUIREMENTS OF THE STANDARD BUILDING PROVIDE 3 1/2" SOUND ATTENUATION CODE FOR HORIZONTAL AND VERTICAL DESIGN BLANKETS AS MANUFACTURED BY OWENS Imo, N'-11• LOADS AND MEET THE STANDARD BUILDING CORNING FIBERGLASS CORPORATION OR IN ALL WALLS WHERE BBEEARING/CEILING HT. CODE AND LIFE SAFETY CODE FOR ALL EQUIVALENT. HORIZONTAL AND VERTICAL OPENINGS "' SHOWN ON PLANS TO RECEIVE PROVIDE SHOP DRAWINGS FOR ARCHITECTS INSULATION INCLUDING BUT NOT LIMITED REVIEW. ATTACH IN CORE -DRILLED HOLES WITH TO WALLS BETWEEN UNITS AND WALLS NON -SHRINK EPDXY "POR-ROK" AS BETWEEN UNITS AND CORRIDORS AND MANUFACTURED BY MENWAX OR EQUIVALENT, WHEREVER ELSE SHOWN ON THE ALL FASTENERS USED IN THE INSTALLATION OF DRAWINGS. INSTALL ALL PRODUCTS AS THIS PRODUCT SHALL BE CONCEALED SPECIFIED IN THIS SECTION IN STRICT FASTENERS OF ALUMINUM OR STAINLESS STEEL. �' '"� `' ACCORDANCE WITH MANUFACTURERS ALL JOINTS ARE TO BE TIGHT HAIRLINE FIT. ALL SPECIFICATIONS. JOINTS SHALL BE MITERED. 3- CLEARANCE AROUND CHUTE 4. EXTERIOR INSULATION AND FINISH SYSTEM - �I TYPICAL EACH FLOOR COORDINATE WITH TRASH CHUTE 2. PARKING DECK SECURITY GRILLES - GRILLESTO "i.I WHERE NOTED ON PLANS PROVIDE IN MFRGS. SPECIFICATIONS TYP. BE 2" X 2" TUBE, .076" THICKNESS CONSTRUCTED • CONFIGURATION SHOWN A SYNTHETIC STUCCO FROM 6063-T5 ALUMINUM ALLOY. PROVIDE AN AND INSULATION SYSTEM AS MANUFACTURED 36,-1-1' E.S.P. PAINT FINISH. PROVIDE GRILLE AS SHOWN BY DRYVIT SYSTEMS INCORPORATED OR STO . BEARING/CEILING HT. ON PLANS IN LOCATIONS WHERE INDICATED. ENERGY CONSERVATION INCORPORATION. ATTACH WITH NON -SHRINK EPDXY POR-ROK AS PROVIDE SHAPES AS SHOWN ON DRAWINGS SPRAY ON TEXTURED CEILING MANUFACTURED BY MENWAX. ALL FASTENERS WITH SYNTHETIC STUCCO FINISH AS SHOWN IN TYPICAL UNIT 'A' USED IN THE INSTALLATION OF THIS PRODUCT'` k DETAILS. PROVIDE ATTACHMENT OF INSULATION SHALL BE CONCEALED FASTENERS OF AND SYNTHETIC STUCCO SYSTEMS IN STRICT 2 HOUR FIRE RATED CHASE BEYOND SEE ALUMINUM OR STAINLESS STEEL. ALL JOINTS - ACCORDANCE WITH MANUFACTURERS FIRE SAFETY PLANS TYP. ARE TO BE TIGHT HAIRLINE FIT. ALL JOINTS, INSTRUCTIONS TO PROVIDE A WATER TIGHT AND _ SHALL BE MITERED. WIND RESISTANT CONSTRUCTION PER CODE. "` PROVIDE COLOR APPROPRIATE FOR PAINTING 3. LIGHT GAUGE METAL FRAMING - INTERIOR AS DESCRIBED IN DIVISION 9. STUDS TO BE CONSTRUCTED OF LIGHT GAUGE ----- -- -SEE STRUCTURAL DWGS. •- METAL FRAMING UNITS AS FOLLOWS: THIS 5. FIRESTOPPING - PROVIDE FIRESTOPPING FOR LINTLE SIZES AND REINFORCING, LOCATIONS SECTION COVERS 18 GAUGE AND LIGHTER UNITS MATERIALS TO MAINTAIN FIRE RATED AND CONNECTION DETAILS ONLY FABRICATED FROM METAL FRAMING CONSTRUCTION WHERE DUCTS, CABLES, COMPONENTS OF COMMERCIAL QUALITY STEEL CONDUITS, PIPE PENETRATIONS, ETC., WITH A MINIMUM YIELD POINT OF 33,000 PSI, PENETRATE FLOOR SLAB OR WALLS TO MAINTAIN FIRE RATED BEARING/CEILING HT. ASTM A 446, A 570, OR A 611. ALL METAL STUDS INTEGRITY. APPROVED ' ARE TO PROVIDED WITH A GALVANIZED FINISH MANUFACTURES SHALL BE 3M FIRE PROTECTION COMPLYING WITH ASTM A 525 FORA MINIMUMG60 - PRODUCTS AND DOW CORNING MATERIALS COATING. PROVIDE ALL COMPONENTS OF INCORPORATION. PROVIDE TYPE OF " - SIMILAR INCLUDING BLOCKING. �,, FIREPROOFING NECESSARY TO MAINTAIN LINTELS, LINTELS, CLIP ANGLES, SHOES; ANGLES. E S INDICATED RATING OF WALL. INSTALL IN STRICT . REINFORCEMENTS, FASTENERS, AND `• ACCORDANCE WITH MANUFACTURERS ACCESSORIES AS RECOMMENDED BY SPECIFICATIONS TO INSURE FIRE RATING. MANUFACTURER TO PROVIDE A COMPLETE „ w `.,, i{I 6. BEFRAMING SYSTEM. WALL STUDS TO BE BUILT-UP 4 PLY BITUMINOUS ROOF SYSTEM 25 GAUGE UNLESS NOTED OTHERWISE, ASTM PROVIDE A SINGLE PLY MODIFIED BITUMEN -- FLOOR SUPPORT SEE TRASH C645. PROVIDE STANDARD SECTIONS IN SIZES ROOF SYSTEM FOR MAIN BUILDING ROOF AREAS CHUTE MANUFACTURERS SHOP AS SHOWN ON DRAWINGS. PROVIDE 2 BEADS ' "' AND OVER ENTRY CANOPY AT MAIN LEVEL. DRAWINGS OF ACOUSTICAL CAULKING BETWEEN BOTH THE � �uF •' PROVIDE A WATER TIGHT WARRANTY FOR CEILING AND FLOOR TRACKS AND THE MINIMUM TWO YEAR PERIOD WITH A -- IS' 0' CONCRETE SURFACE AT ALL WALLS BETWEEN MANUFACTURERS 20 YEAR WARRANTY. - BEARING/CEILING HT. ( UNITS AND BETWEEN UNITS AND CORRIDORS. PROVIDE A TOTAL ROOFING SYSTEM AS FILL ALL GAPS BETWEEN THE DRYWALL AND h MANUFACTURED BY MANVILLE SPECIFICATION -ANGLED BLOCK WALL CONCRETE FLOOR OR CEILING WITH • a, #4G1G OR APPROVED EQUIVALENT. ASPHALT r - BEYOND SEE PLANS TYP. ACOUSTICAL CAULKING IN ALL SIMILAR WALLS. SHALL MEET REQUIREMENTS OF ASTM D226. DO NOT EXCEED 24" ON CENTER SPACING FOR r - ASPHALT SHALL MEET REQUIREMENTS OF ASTM- - DIAMETER, 16 GAUGE 30' D E NAIL OR POWER DRIVEN FASTENERS NOR 16" ON D-312. INSULATION ADHESIVE TO MEET ASTM ALUMIMIZED STEEL TRASH CENTER FOR OTHER TYPE OF ATTACHMENTS. D2322. TOP COVERING TO BE 1/2" GRAY SLAG CHUTE, CHUTE TO HAVE SET ALL STUDS PLUMB AND TRUE. INSTALL a SET IN FLOOD COAT AT 400 LBS/SQ. PROVIDE THIRTEEN 21' x O BOTTOM HINGED, HAND OPERATED, SUPPLEMENTARY FRAMING, BLOCKING AND ALL ACCESSORIES NECESSARY FOR A STAINLESS STEEL 'B' BRACING TO SUPPORT FIXTURES, EQUIPMENT, COMPLETE JOB. PROVIDE ALL ACCESSORIES LABELED, 1 1/2 HOUR BATH AND VANITY ACCESSORIES DEVICES ACCEPTABLE TO ROOF SYSTEM 250 DEGREE INTAKE DOORS. HEAVY TRIM, FURNISHINGS, AND SIMILAR WORK a MANUFACTURER. ALL FASTENERS SHALL BE HORIZONTAL FIRE DISCHARGE WHICH CANNOT BE ADEQUATELY SUPPORTED GALVANIZED OR ALUMINUM AS APPROPRIATE. `]'-0. DOOR WITH UL APPROVED ON GYPSUM BOARD ALONE. SUBCONTRACTOR ALL PLUMBING VENT PIPE SHALL BE FLASHED FUSIBLE LINK. FULL DIAMETER TO COORDINATE ALL BLOCKING WITH ONE PIECE LEAD FLANGE AND SLEEVE, LOWER LOBBY -" _ - •. -' -- VENT WITH FLASHING AND WITH CONTRACTOR AND OTHER TRADES. FOUR POUND MINIMUM. FLANGE SHALL BE A LEVEL METAL SAFETY CAP. FLUSHING MINIMUM OF 4". PROVIDE SEALANTS AS 8'-3 1/2'4 " HEAD SPRAY ABOVE TOP IN- TAKE AND FUSIBLE LINKED A . ALL LIGHT GAUGE METAL FRAMING TO SUPPORTS MANUFACTURED BY TRIMCO, MONO, SIKAFLEXI- BEARING `. AUTOMATIC FIRE SPRINKLERS MEATAL ROOF STRUCTURE OR OTHER A, SONOLASTIC NPI, PECURA 60 PLUS UNICRYLIC, ON ALTERNATE FLOORS. FIRE STRUCTURAL COMPONENTS SHALL BE OR VULKUM 116. ASPHALT ROOF CEMENTS TRA5H ALARM TO BE ANNUNICATED SPECIFIED ON STRUCTURAL DRAWINGS BY SHALL MEET ASTM D-2822. CANT STRIP SHALL j ROOM T AT THE MANAGERS OFFICE STRUCTURAL ENGINEER, FOR METAL BE FIRE-RESISTANT PERLITE OR PRESSURE TREATED WOOD ANY COORDINATE TRA5H CHUTE WITH FABRICATION SUCH AS A BEARING AND AND ALL WOOD NAILERS 2 HOUR FIRE RATED WALL 1 - r DIVISION 14.2 OF SPEC IFICATIONS OR CURBS SHALL BE PRESSURE TREATED. U.L. FILE NO. U1305 SEE FIRE TRASH CAR LEVELING PLATES AND MISCELLANEOUS PITCH PAN FILLER SHALL BE NONE SHRINK SAFETY PLANS TYP. (N•I.C.) SUPPORTS, SEE STRUCTURAL DRAWINGS. GROUT FILLED HALF WAY INTO THE PITCH PAN. SEALED CONCRETE FLOOR ------ - TOP HINGED STAINLESS STEEL A TWO PART PORTABLE - SEALER THEN SEE ROOM FINISH SCHEDULE DOOR HELD OPENED WITH U.L. APPROVED 165 DEGREE FUSIBLE DIVISION 6 INSTALLED ON THE TOP HALF. UMBRELLA SHALL 0'-9' LINK. 'B' LABEL WITH STEEL ANGLE BE REQUIRED OVER ALL PITCH PANS. 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REINFORCING 0 16' VERT. (DUROWALL OR ARCHITECT APPROVED EQJ SEE STRUCTURAL D1146. •� /--- SEE STRUCTURAL DRAWINGS FOR ALL STRUCTURAL % FOR CONNECTION DETAILS CCt`MECTIONS, SLABS, TYPICAL LINTELS ETC. i B 4 116'-2 1/4' 34 � LANDING 1. 13TH FLOOR CEILING HT. ('SECONDARY POUR SEE STRUCTURAL DWGS. rk.41'-10 1/4' L«� LANDING — HANDRAIL5 TO HAVE A CLEARANCE OF 1 1/2' BETWEEN WALL AND HAND- RAIL AND BE DESIGNED TO WITHSTAND A LOAD NOT LESS THAN 200 LB/F HANDRAILS TO RETURN TO WALL. COORDINATE RAILING WITH DIVISION 5 OF SPECIFICATIONS LOCATED TH15 SET —HAN DRAIL Y BEYOND —ANGLED WALL BEYOND SEE FL PLAN (li' 3/4' �LAN -._ LANDING � x�, A 2 HOUR FIRE RATED BLOCK U905 SEE FIRE 5AFTEY PLAN FOR DETAILED DESC. I 1 ' DIAMETER HANDRAIL EXTENSIONS FE CODE. SEE DIVISION 5 SE STRUCTURAL DWGS, FOR LNNTLE SIZES AND REINFORCING, LOCATIONS AND CONNECTION DETAILS 23' 3 1/4' L DING SM�ROOM FINISH SCHEDULI ALI !WALL AND FLOOR FINI° Y INTERIOR HANDRAILS TO BI -10' ABOVE THE LEADING tl�Cat .OF THE TREAD —Ri'd"116- CMU. WITH FOR. REINFORCING a I6' VERT. (DUROWALL OR ARCHITECT APPROVED EQ.) LAN 5 LANDING -- 3'-6' HIGH GUARD RAILS PER CODE (LIFE SAFTEY) ALL HANDRAILS TO BE LOCATED 2'-10' ABOVE THE LEADING EDGE OF THE TREAD PER CODE, 5/8' T 5 UGCO FINI H 5 SEE Divl I S ON s 9EE'DIV151ON T FOR ALL THERMAL AND MOISTURE PROTECTION TYP. SEE STRUCTURAL DRAWINGS 1 FOR ALL FOOTINGS, 5LAB8 BEAMS, COLUMNS, ETC. 5/8' STUCCO FINISH ELEVATOR MACHINE ROOM SEE ELEVATOR SHOP DRAWINGS DIVI DIV SIONS I510N 9 TYP. FOR EQUIPMENT LOCATIONS COORDINATE WITH DIVISION 14-I - 5'xG.M.U. H t-I. OF THE SPECIFICATIONS REINFORCING s IWITTH RDR. (DUROWALL OR ARCHITECT SIDE HANDRAILS TO BE APPROVED EQ.) LOCATED T-10' ABOVE THE LEADING EDGE OF -- BLOCK WALL SEE PLANS THE TREAD TYP. AND , RETURN INTO WALL TYP. -- INFILL THI5 AREA AS REQUIRED SEE DIVISION 5 TYP, WITH WPI20O WALL FORA I HR. SLAB BEYOND FIRE RATING. SEE FIRE SAFTEY PLANS FOR DETAILED DESC —— — — — — — — — —— — — 139-4' - - - - - - - - - - — ELEVATOR I t.— MACH. ROOM BLOCK WALL 4 F.F. BEYOND I. - - - STORAGE ROOM BELOW r �C � � N Q- Lu �q RW C STAIR SECTION- A3l SCALE 1/4' = P-0' 1/2- W ROOF 4 PLY BUII T UP ROOF MEMBRANE WITH GRAVCL ON SLOPED 'ZONOLITE' LIGHT WEIGHT INSULATIVE CONCRETE ON STAIR-5TEPPED INSULPERoM IN5UL- ATION BOARDS ON A ROOFING BASE OF 'ZONOLITE'. INSTALL PER MFGRS. RPCr�Clr nrirv.iC oo�. nr�c „v.,r,.,� i. ry ammu ANu aneei MI: IAL - ALL t-LAan1rvU 10. SEALANTS AND CAULKING - ACCEPTABLE AND SHEET METAL FOR THIS PROJECT SHALL BE MANUFACTURERS FOR SEALANTS AND EITHER STAINLESS STEEL TYPE 302 OR 304 WITH CAULKING INCLUDE DAP, INC., DOW CORNING, #4 FINISH OR ALUMINUM ALLOY 3003 TEMPER P E C O R A CORPORATION. TRIMCO H14 ASTM B209, ALL FASTENERS SHALL BE MANUFACTURING CO., W.R. GRACE, EITHER GALVANIZED STEEL, CADMIUM PLATED SONNEBORN. PRODUCTS INCLUDE INTERIOR 300 SERIES ALLOY STAINLESS STEEL. USE CAULKING, GUNGRADE ACRYLIC LATEX: SHEET J'G FASTENERS.,. A FA T N RCONSISTENT- S E E S WITH MATERIAL REIN - - -' �• ••^ ' METAL CAULKING, SYNTHETIC OR RUBBER BASE: FASTENED. SOLDER SHALL BE #50 ASTM B32 EXTERIOR SEALANT, 1 PART POLYMERIC: BACK - FOR STAINLESS STEEL GRADE 60A, 60% BLOCK UP MATERIALS, CLOSE CELL POLYETHYLENE 10 AND 40% PIG LEAD ASTM 832. SEALANTS FOAM ROD OR NEOPRENE BACK-UP ROD: SHALL BE 1 PART ACRYLIC TYPE ACOUSTICAL SEALANT TO INCLUDE TRIM COAT MANUFACTURERS STANDARD, GALVANIZED ACOUSTICAL SEALANT OR DAP ACOUSTICAL SHEET STEEL SURFACES WHICH ARE SEALANT OR PROPORA BA98 ACOUSTICAL INACCESSIBLE AFTER FABRICATION OR SEALANT: FIRE STOPPING SEALANTS TO INSTALLATION SHALL BE SHOCK PRIME PAINTED INCLUDE PYRE PUTTY BY STANDARD OIL WITH PERMABAR, A RESIN MODIFIED COAL & TAR - ENGINEERING OR FIRE BARRIER BY 3M FOXY MANUFACTURED BY KARLEE COMPANY, CORPORATION. INSTALL ALL PRODUCTS IN INC. INSTALL ALL FLASHING AND SHEET METALS ACCORDANCE WITH MANUFACTURERS IN STRICT ACCORDANCE WITH ROOFING SPECIFICATIONS AND MANUAL INSTRUCTIONS. ALL SURFACES SHALL BE CLEAN REGLETS AS MANUFACTURED BY FRYE AND FREE OF OILS AND DEBRIS BEFORE € INSTALLATION OF MATERIALS. REGLET CORPORATION 24 GAUGE STAINLESS STEEL. FLASHINGS AND COUNTER FLASHINGS, >. GRAVEL STOPS, COUPING, SCUPPERS, GUTTERS, DIVISION 8 DOWNSPOUTS, LEADERS, LEADER HEADS SHALL ALL BE OF 24 GAUGE STAINLESS STEEL. ALL +,, DOORS JOINTS SHALL BE SEALED WATER TIGHT. AND WINDOWS S. METAL ROOFING - PROVIDE METAL ROOFING STEEL DOORS AND FRAMES -WORK UNDER THIS WHERE SHOWN ON PLANS AS MANUFACTURED SECTION INCLUDES GALVANIZED STEEL DOORS BY AEP-SPAN, ATLAS ALUMINUM CORPORATION AND FRAMES, ALUMINUM DOORS & FRAMES, AND CHICAGO METALLIC CORPORATION, STEELITE STEEL FRAMES FOR WOOD DOORS. PROVIDE INCORPORATED, WALCON CORPORATION, OR FIRE RATED ASSEMBLY DOORS AND FRAMES APPROVED EQUIVALENT. SYSTEM SHALL BE A WHERE NOTED ON DRAWINGS. PROVIDE BATTEN SEAM SYSTEM WITH SPACING OF 12" ON ALUMINUM DOORS AND FRAME UNITS WITH ALL CENTER. SHEETALUMINUM MATERIALS SHALL BE ` . ALUMINUM OR STAINLESS STEEL HARDWARE .040 ALUMINUM TREATED FOR PAINTING AND AND FASTENING DEVICES. NO OTHER METALS IN COATING. PROVIDE A PPG DURANAR/KYNAR 500 ALUMINUM UNITS WILL BE ACCEPTABLE. SELECT COLOR "SPRUCE" WITH 20 YEAR "t"' PROVIDE 10 YEAR GUARANTEE ON ALL UNITS. WARRANTY COATING. WHERE TOUCH-UP IS .. PR 0VI DE ARCHITECT WITH SHOP DRAWINGS FOR REQUIRED AFTER INSTALLATION PROVIDE REVIEW PRIOR TO FABRICATION. GALVANIZED PRETREATMENT AND FACTORY APPLIED KYNAR - STEEL SHEETS FOR DOORS SHALL BE 16 GAUGE 500 PER MANUFACTURERS INSTRUCTIONS. TO ZINC COATED CARBON STEEL OF COMMERCIAL PREVENT OIL CANNING PROVIDE HARD BOARD QUALITY COMPLYING WITH ASTM A 526, ASTM A BACKING COMPLYING WITH AMCE A135.4 CLASS 525, G60 ZINC COATING AND LOW 1 TEMPERED 1/8" THICK EXCEPT AS OTHERWISE PHOSPHATIZED. SUPPORTS AND ANCHOR SHALL INDICATED. ALL FASTENERS SHALL BE NON NOT BE LESS THAN 16 GAUGE. INSERTS, BOLTS, CORROSIVE TYPE WITH EXTERIOR HEAD AND FASTENERS SHALL BE MANUFACTURERS GASKETS. ALL ACCESSORY PIECES SHALL BE STANDARD HOT DIP GALVANIZED FOR STEEL OF SAME MATERIAL AND BY THE SAME DOORS AND ALUMINUM DOORS SHALL HAVE ALL MANUFACTURER, MANUFACTURER SHALL ALUMINUM OR STAINLESS STEEL INSERTS, PROVIDE SYSTEM CAPABLE OF WITHSTANDING BOLTS, AND FASTENERS, PROVIDE SHOP THE DNR AND SOUTHERN BUILDING CODE WIND APPLIED PRIMER, RUST INHIBITED ENAMEL OR LOAD REQUIREMENTS FOR THIS AREA. PAINT ON ALL STEEL DOORS. FABRICATE ALL e ?Y ALUMINUM DOORS FROM 6063-T5 ALUMINUM 9.ROOF ACCESSORIES -PR PROVIDE ALUMINUM A ALLOY. PROVIDE CLOSED TOP AND 90TTOM GLASS SKYLIGHT UNITS WITH CURBS LOCATED EDGES ON ALL EXTERIOR DOORS AS INTEGRAL ON CANOPY ROOF AS SHOWN ON PLANS PART OF CONSTRUCTION. ALL DOOR FRAMES SKYLIGHTS SHALL BEE SHOP FABRICATED OF * SHALL BE INSTALLED WITH CONCEALED v 6063-TS ALUMINUM ALLOY, NON INSULATED- FASTENERS AND SUPPORTS. PREPARE ALL CUBS, PROVIDE WOOD NAILERS AS REQUIRED DOORS AT THE FACTORY FOR FINISHED AND ALUMINUM OR STAINLESS STEEL HARDWARE. PROVIDE INVERTED "V" OR "Y" FASTENERS USE TUBULAR OR FINGERED SHAPE BLADE DOOR LOUVERS FORMED FROM A DESIGN: NEOPRENE OR POLYVINYL CHLORIDE, 24 GAUGE COLD ROLLED STEEL SET INTO 24 OR BLACK SPONGE NEOPRENE GASKETS. USE GAUGE STEEL FRAMES IN ALL DOORS NOTED TO ELASTOMERIC SEALANT AS RECOMMENDED BY ' HAVE METAL LOUVERS. ALUMINUM DOORS MANUFACTURER. PROVIDE UNITS WHICH WILL SHALL BE MANUFACTURED BY ENDURE -A- %` MEET ALL REQUIRED WIND LOAD LIFETIME PRODUCTS, INC OR EQUIVALENT. REQUIREMENTS FOR THIS AREA PER DNR AND".. PROVIDE A 10 YEAR GUARANTEE, MODEL #620 STANDARD BUILDING CODES. PROVIDE DOORS TO BE USED THROUGHOUT. PROVIDE. TEMPERED GLASS FOR ALL SINGLE GLAZED MANUFACTURES "Y" LOUVERS WHERE PYRAMID DOME SHAPES. COLOR OF GLASS INDICATED ON DRAWINGS.. PROVIDE TYPE 0-31 SHALT_ BE IN ACCORDANCE WITH THE GLAZING. FRAMES FOR ALUMINUM DOORS AS .. ,..-5y SECTION HEREIN. SUPPLY SKYLIGHTS AS MANUFACTURED BY ENDURE -A -LIFETIME MANUFACTURED BY SKYLIGHT SYSTEMS, PRODUCTS, INC. INSTALL ALL FRAMES TRUE ACRALIGHT SKYLIGHTS AND SOLARIUMS, AND PLUMB IN WALLS WITH AT LEAST THREE ARCHITECTURAL SKYLIGHT COMPANY, INC., OR WALL ANCHORS PER JAMB SIDE AND AT HINGEx APPROVED EQUAL. PROVIDE AN E.S.P. PAINT AND STRICT LEVELS: •,�� r1 .' �;, FINISH ON ALL EXPOSED ALUMINUM POTIONS OF SKYLIGHT INSTALL SKYLIGHTS WITH Jy „,. COORDINATION OF ROOFING SUPPLIER AND - '�INSTALLER. INSURE PROPER FLASHING ANDffaw COUNTER FLASHING DETAILS DURINGYl it i COORDINATION_ �� 2. WOOD DOORS - PROVIDE SOLID CORE DOORS 711LASS AND GLAZING - ALL GLASS FOR THIS ' WITH AWI QUALITY STANDARDS OF PROJECT SHALL BEMANUFACTURED BYLIBBEY- ' ARCHITECTURAL WOOD WORK INSTITUTE, ,'OWENS FORD COMPANY OR EQUIVALENT. SECTION 1300 COSTUME GRADE. CS-236-066 FURNISH WRITTEN WARRANTY COVERING ALL `STANDARDS OF U.S. DEPARTMENT OF WORK UNDER THIS SECTION FOR REPAIR AND COMMERCE FOR MAT -FORMED WOOD PARTICLE REPLACEMENT FOR ALL DEFECTIVE GLASS FOR BOARD AND, ANSI/NWMA 1A1, "INDUSTRY A PERIOD OF ONE YEAR AFTER DATE OF STANDARD FOR WOOD FLUSH DOORS". FIRE- `-SUBSTANTIAL COMPLETION, INCLUDING ,RATED DOORS SHALL CARRY AN MOISTURE IN GLASS OR BREAKAGE DUE TO -UNDERWRITERS LABORATORY LABEL. t WIND VELOCITIES ABOVE THAT DESCRIBED BY ALLOWABLE TOLERANCE IS + OR - 1/16" OVER THE STANDARD BUILDING CODE AND k ALL DIMENSIONS AND 1/8" WARP. PROVIDE 'y DEPARTMENT OF NATURAL RESOURCES, OR 'DOORS AS MANUFACTURED BY ALGOMA DISCOLORATION OF GLASS. GLASS IN FIXED HARDWOODS, WEYERHAEUSER COMMERCIAL e FRAMES TO BE 114" TEMPERED EQUAL TO P.P.G., DOOR DIVISION, MOHAWK FLUSH DOORS, OR HERCULITE TEMPERED OR REQUIRED BY CODE. EGGERS INDUSTRIES OR EQUIVALENT. PROVIDE ALL GLASS TO BE SINGLE PANE. GLASS COLOR LOUVERED, BI-FOLD, AND POCKET DOORS AS TO BE P.P.G., SOLEX BLUEIGREEN TINT WITH A .SHOWN ON DRAWINGS BY A MANUFACTURER .69 SHADE COEFFICIENT AND 75 LIGHT _ WITH A MINIMUM OF 5 YEARS EXPERIENCE. TRANSMISSION, GLASS DOOR SHALL BE 1/4" THICK TEMPERED. GLASS IN WINDOWS TO BE1/4" SLIDING GLASS DOORS -SLIDING GLASS DOORS FLOAT. GLAZING COMPOUND SHALL BE ,SHALL BETHOSE MANUFACTURED BY HOWARD `INDUSTRIES, PLASTIC COMPOUND TO MEET FEDERAL T.M. BUILDING PRODUCTS, OR. SPECIFICATION T7-P-781A AND BE BLACK IN EQUIVALENT AND BE IN ACCORDANCE WITH COLOR. PREFORMED BUTYL TAPE SEALANT RECOMMENDATIONS PUBLISHED BY AAMA, SHALL BE MANUFACTURED TO MEET 20 YEAR NAAMM, AND AA. COMPLY WITH PERFORMANCE MINIMUM LIFE EXPECTANCY, SHALL BE BLACK IN TESTING FOR AIR INFILTRATION AND WATER COLOR, AND HAVE A CONSISTENCY OF TYPICAL RESISTANCE PER ANSE/AAMA 402.9. COMPLY` ' SHORE VALUES 12. THICKNESS OF GLASS MAY WITH SECTION 3 "HIGH PERFORMANCE NEED TO BE INCREASED IF NECESSARY TO MEET REQUIREMENTS" UTILIZED WIND VELOCITIES PER REQUIRED WIND LOADS FOR THIS PROJECT. STANDARD BUILDING CODE AND DEPARTMENT OF NATURAL RESOURCES FOR THE AREA OF a"; 8. DOOR HARDWARE - ALL DOOR HARDWARE CONSTRUCTION, MEET OR EXCEED 15 LBS. PER SHALL BE SELECTED BY THE OWNERS, ALL SQUARE FOOT WATER TEST. PROVIDE ONLY DOOR HARDWARE TO BE INSTALLED IN ALL `'AAMA "QUALITY CERTIFIED" ALUMINUM SLIDING ALUMINUM DOORS SHALL BE CONSTRUCTED OF GLASS DOORS WITH ATTACHED LABEL SUBMIT t EITHER ALL ALUMINUM OR STAINLESS STEEL OR SHOP DRAWINGS FOR ARCHITECT REVIEW. " A COMBINATION OF THE TWO, PROVIDE FIRE ALUMINUM EXTRUSIONS TO BE OF 6063-T5 RATED HARDWARE ON ALL DOORS LISTED OR ALUMINUM ALLOY NOT LESS THAN 22,000 PSI REQUIRED BY CODE TO BE FIRE -RATED ULTIMATE TENSILE STRENGTH AND NOT LESS INCLUDING 20 MINUTE RATINGS, 45 MINUTE "C" THAN .062" THICKNESS ALL FASTENERS SHALL LABEL, AND 1 112 HOUR "B" LABEL DOORS. BE ALUMINUM OR NON MAGNETIC STAINLESS COORDINATE WITH THOSE DOORS NOTED TO BE STEEL. DO NOT USE EXPOSED FASTENERS ELECTRONICALLY RELEASED OR HELD OPEN EXCEPT WHERE UNAVOIDABLE FOR APPLICATION �± WITH ELECTRICAL SUBCONTRACTOR. ALL OF HARDWARE. PROVIDE 18 X 14 OR 14 X 16 HARDWARE FOR DOORS SHALL BE PROVIDED PLASTIC COATED FIBERGLASS MESH SCREENS THROUGH DOOR HARDWARE SUBCONTRACTOR. IN BLACK OR DARK GREY. PROVIDE SAFETY PROVIDE A COPY OF THE SHOP DRAWINGS AND GLAZING PER GLAZING SECTION OF THESE DOOR HARDWARE SCHEDULE TO ARCHITECT SPECIFICATIONS. PROVIDE WOVEN PILE w r FOR REVIEW. STRIPPING OF WOOD, POLYPROPYLENE OR NYLON FOR WEATHER STRIPPING. PROVIDE UNITS EQUIVALENT TO HOWARD INDUSTRIES DIVISION 9 - TYPE SGD-HC-110, OR THOSE DOORS AS -- REQUIRED BY WIND LOAD REQUIREMENTS IN FINISHES SERIES S-35 OR T.M. PRODUCTS SERIES 350. PROVIDE MINIMUM 3 112" ANODIZED ALUMINUM 7sv ,; LATH. AND PLASTER - WORK IN THIS SECTION SILL WITH STAINLESS STEEL DOOR GUIDE CAP. INCLUDES PORTLAND CEMENT PLASTER PER PROVIDE STAINLESS STEEL BALL BEARING 3 " ASTM C-926, THREE COAT SYSTEM. LOCATION ROLLER PACKAGE. PROVIDE ALL STAINLESS STEEL SCREWS THROUGHOUT. CAULK AND a OF THE WORK INCLUDES ALL EXTERIOR WALL SURFACES OF SEAL HIGH-RISE BUILDING, ALL JOINTS BETWEEN JAMB MEMBERS AND "- - EXTERIOR CEILINGS, EITHER SUSPENDED OR SILL AND HEAD AND TRACKS. PROVIDE AN E.S.P. AGAINST THE STRUCTURE, BOTH SIDES OF PAINT FINISH. INSTALL DOORS BY SETTING PARAPET WALLS, ALL STAIR AND ELEVATOR FRAME SILL IN A BED ON NON -SHRINK GROUT TOWER EXTERIOR SURFACES, ALL SURFACES OF FOR WEATHER TIGHT INSTALLATION. MAKE PARKING DECK STRUCTURE, GUARD HOUSE, SURE GROUT FILLS VOIDS IN BASE OF JAMB CABANA/MANAGER UNIT BUILDING (NOT PART OF MEMBERS AS WELL. CAULK WHERE DOOR THIS SET OF DOCUMENTS), AND ALL EXPOSED FRAMES MEET ADJACENT MATERIALS, EXTERIOR SURFACES (EXCLUDING RISERS AND TREADS OF STAIRS, STAIR SUPPORTS, COLUMNS 4. OVERHEAD ROLLING FIRE DOORS - PROVIDE' ,:,+� & RETAINING WALLS). FOR FLAT WORK PROVIDE OVERHEAD COILING FIRE SHUTTERS BY THE TOLERANCE NOT TO EXCEED 1/4" IN 8'-0" FOR COOKSON COMPANY OR APPROVED EQUAL. " !' BOW OR WARPED SURFACE IN PLUMB OR LEVEL. MANUFACTURE FROM 6063-T5 ALUMINUM ALLOY PROVIDE ACCESSORIES AS MANUFACTURED ' 22 GAUGE MIDGET TYPE 5 SLATES, 5/8" MINIMUM PLASTIC COMPONENTS, INC., MIAMI, FLORIDA THICKNESS FOR CURTAIN. PROVIDE TUBULAR (VINYLTECH) FOR EXTERIOR ACCESSORIES FOR SHAPE CONTINUOUS DOUBLE VINYL ASTRAGAL STUCCO. PROVIDE CORNER BEAD, CORNER FOR BOTTOM BAR. PROVIDE SHUTTER FOR A "C" 4 RIGHT, SQUARE EDGE CASING BEADS, TWO - CLASS OPENING. PROVIDE A 4" MINIMUM PIECE EXPANSION JOINTS, FASTENERS, AND ON DIAMETER STEEL TUBING BARREL. PROVIDE OIL PIECE CONTROL JOINTS AS SHOWN ON TEMPERED TORSION SPRING FOR COUNTER „•,,"•' DRAWINGS. WHERE NECESSARY PROVIDE BALANCE. PROVIDE 6063-5T ALUMINUM ALLOY MANUFACTURERS STANDARD ZINC COATED EXTRUDED ALUMINUM GUIDES. FIT GUIDES WITH GALVANIZED STEEL PROJECTS FOR METAL LATH WOOL PILE STRIPPING. PROVIDE SHAPES PER AND SUPPORT STRUCTURES FOR METAL LATH STANDARD DETAILS. OPERATION OF FIRE INCLUDING METAL FURRING MATERIALS (21A" OIL, SHUTTERS SHALL BE ON AN ELECTRO- .3 LB. PER FT. COLD ROLLED CHANNELS), WIRE MECHANICAL RELEASE DEVISETOBEACTIVATED TIES, SCREW TIGHT FURRING, AND FURRING BY BUILDING ALARM SYSTEM. NO LOCKING BRACKETS. PROVIDE METAL LATHING DEVICE IS REQUIRED AND NO HOOD IS MATERIALS INCLUDING SELF FURRING DIAMOND REQUIRED. PROVIDE INTEGRAL CLEAR METAL LATH WITH 1/4" DEFORMATION, PAPER ANODIZED FINISH. BACKED METAL LATH WHERE NECESSARY. 5. ALUMINUM ENTRANCES AND STOREFRONTS - ' PROVIDE 1/2" THICK MANUFACTURERS WATER PROVIDE ALUMINUM STORE FRONT SYSTEM AS RESISTANT GYPSUM BOARD FOR EXTERIOR USE MANUFACTURED BY KAWNEER COMPANY, INC_'+VHERE NECESSARY. PROVIDE A STUCCO INS`'ALLATION IN ACCORDANCE WITH PORTLAND OR EQUIVALENT, 1 3/4" X 4 1/2" TRIFAB 11 450 SYSTEM. PROVIDE GROUND AND FIRST FLOOR -. - CEMENT PLASTERING STANDARDS ANSI A42.2 ENTRYIEMT DOOR BY KAWNEER, "500" WIDE AND 42.3. PROVIDE ASTM C 150, PORTLAND STILE SERIES, ALIGN WITH TRIFAB 450 HEADER ` CEMENT TYPE I OR IA. PROVIDE BASE COAT TO RECEIVE HUSKY CONCEALED CLOSER. LINE TYPE S HYDRATED. PROVIDE CLEAN WHITE PROVIDE CENTER PIVOTS. PROVIDE DOOR-0- SAND FOR BASE COAT AGGREGATE. PROVIDE MATIC CONCEALED ROD PANIC PADDLES, WATERPROOFING ADMIXTURE BY A.C. HORN PADDLE DEVICES (1990) WITH AN ATOMS RIGHT "HYDRALITE" OR APPROVED EQUAL. USE ONLY P.B. 60 PADDLE. PROVIDE STEAM ROOM DOOR CLEAN POTABLE WATER FOR MIXING UP AS MANUFACTURED BY KAWNEER SERIES 100 STUCCO. METAL FURRING MEMBERS SHALL BE ALIGN WITH EXPOSED CLOSER OUTSIDE STEAM NO MORE THAN 16" ON CENTER. STRIP LATH ALL ROOM AND PUSH AND PULL PADDLES. NO LOCK JOINTS BETWEEN DISSIMILAR MATERIALS, TO BE INSTALLED. PROVIDE CLEAR ANODIZED MINIMAL OF 6" EACH SIDE. INSTALL CONTROL ALUMINUM FINISH FOR STEAM ROOM DOOR. ALL JOINTS IN THE FOLLOWING LOCATIONS: ENTRY/EXIT DOORS AND STOREFRONT MATERIAL A. WHERE AN EXPANSION OR CONTROL TO RECEIVE AN E.S.P PAINT FINISH IN STANDARD JOINT OCCURS IN THE SURFACE OF WHITE COLOR, UTILIZE 6063-5T ALUMINUM CONSTRUCTION BEHIND PLASTER R ALLOY F0 ALL FABRICATIONS. S UTILIZE ALL MEMBRANE. E B. WHERE THE ALUMINUM OR STAINLESS STEEL FASTENING - DISTANCE BETWEEN DEVICES. PROVIDE MANUFACTURERS CONTROL JOINTS EXCEEDS 15'. STANDARD COMPRESSION WEATHER PROOFING C. WHERE AN AREA WITHIN CONTROL JOINTS - AND SLIDING WEATHER PROOFING WHERE EXCEEDS 100 S.F. NECESSARY. PROVIDE ALL STOREFRONT AND D. WHEN STUCCO PASSES OVER DISSIMILAR ENTRY DOOR COMPONENTS COMPATIBLE WITH MATERIALS. THE DESIGN WIND VELOCITY AT THE PROJECT E. WHERE CONTROL JOINTS INTERSECT, SITE PER STANDARD BUILDING CODE AND ALWAYS RUN VERTICAL JOINTS DEPARTMENT OF NATURAL RESOURCES. CAULK - CONTINUOUS. ALL AREAS WHERE FRAMES MEET ADJACENT PROVIDE A "SMOOTH SAND" TEXTURE TYPICAL MATERIALS. THROUGHOUT BUILDING UNLESS NOTED OTHERWISE. , 6 ALUMINUM WINDOWS -'PROVIDE ALUMINUM �I WINDOWS AS MANUFACTURED BY KAWNEER OR ,, 2. GYPSUM WALL BOARD -PROVIDE GYPSUM WALL EQUIVALENT. PROVIDE C GMDE MODEL 6325T BOARD ;DRYWALL) AS NOTED HEREIN. PROVIDE ` UNITS, FIXED UNITS, AND 5200 SERIES FIRE -RATED DRYWALL WHERE NOTED ON PLANS, CASEMENT AS SCHEDULED. SEE DRAWINGS PROVIDE DRYWALL FROM A SINGLE FOR SIZE AND OPERATION TYPE. UTILIZE 6063 MANUFACTURER TO BE EITHER FLINTKOTE, 5T ALUMINUM ALLOY WITH ALL ALUMINUM OR GOLD BOND, CELOTEX, OR U.S. GYPSUM. - NON MAGNETIC STAINLESS STEEL FASTENERS.ALLOWABLE TOLERANCE IN 8' IS TO BE 1/4" IN PROVIDE WINDOWS WHICH MEETALLWIND LOAD PLUMB, LEVEL, WARP OR BOW. PROVIDE BOARD ' REQUIREMENTSAND UNIFORM PRESSURETESTS SIZES IN OF A MINIMUM OF 4' X 8' IN FOR PROJECT WIND ZONE AS DICTATED BY THE THICKNESSES IN 1/2" OR 5/8" THICK AS NOTED STANDARD BUILDING CODE AND THE ON DRAWINGS. PROVIDE WATER RESISTANT " DEPARTMENT OF NATURAL RESOURCES. CAULK TYPE DRYWALL IN ALL BATHROOM WALLS AND ALL AREAS WHERE FRAMES MEET ADJACENT CEILING AREAS ADJACENT TO TUBS AND WITHIN MATERIALS. c •"° SHOWERS. PROVIDE ALL JOINT ACCESSORIES " AND TAPE ACCESSORIES AS RECOMMENDED BY MANUFACTURER. PROVIDE AN "ORANGE PEEL" ON ALL WALLS NOT RECEIVING WALL COVERING. PROVIDE ASPRAY "KNOCK DOWN" FINISH ON ALL UNIT CEILINGS INCLUDING CONCRETE SLABS. PROVIDE A "SLICK FINISH" ON ALL WALLS IN UNITS AND IN PUBLIC AREA WALLS TO RECEIVE WALL COVERINGS AND ALL PUBLIC AREA CEILINGS. ATTACH DRYWALL TO STUDS AND FURRING PER CODE AND PER THE GYPSUM _ ASSOCIATES STANDARDS GA-216. ■ ■!�AL ■■ Ln !■ LC) cli C'V - ! (h , O ( O ■■ 70 ■ � L O U O ■� ^�' ^' ■■ W ■■ �, : cC ; ii O U L 0 ii ■■■■■■■■ ■■■ ■■■■■■■■ ■■!■-- ■■■■■■■■■■■■■ �'111 11/ ■N■ 6Vii1�N11/./% ■VurJ■/1% ■■G/1■!li■■ 1 ■\I�1■11►\■Ii ■ ■ ON ■■■■i ■■■■t.r/ ■■■■[..lFME J ■ ■■■■ram► ONE ■■r��■�.1■■■ ■ - s■ ■■��_ 1 ■■\.. 1 ■!■ ME ■■■■� i Lam\ ■■■![ ■■!■ '\k 'N ■■/- \ A ►� i■ ■■<L maim ■■000uou• ■■1:12 !■ClO ■■i:�lia�e a no ■■■■■II\7!: 0 ■o■■■■■■■ �'� h fir•, �1 ��&, + 9 I � � ay .!fHj�t}, S, 4% 0.1 - ,T d V �" �W v rtr�hi'V'yYu'% V ^F �fi.7-� diM1�,�l ryly Pl°J y 3+' f y Y,4'u 2 W i M x �yZ* [ 6Sn "OMYY Ak A y i ygy :V YwM f' ",'. 6Y ��4 �• 4 "',` �l � � �?g 4 �'�} .r� �kd� '� �y; fS Tj;,d ��. � J�J��'r`��� ii4 �'e :'.'X'. +, m:�.-y...._ • u. .._ _ni .vF. ... ., .:,. ye No"! .., rn- t .. ,. .... W. , eery,. :y., F, .a,.. ... .. .. .... ... - -. ,. .. ,�.:�' .. •-, ., 1 i ......r .. .... C. ... , '. .. �. Y .: .a �°-. t • RIM . d n n >~s.0 ':.x , t ® — _ W•. :r . cSx,rP,... «_ _y s,..,y , y y n ?xro-�,h L+ .0 ..F !`:Y4• .:,.. .,, ..� ;8... "Y y- ., • � • r.. ,�....,,, r.. ..a , + ",.Af:' t... , , .. :, ",i ,�, ,M„ < u... , .. ;;. U ,.., .. 'xse ,:±;`a 6� ,.j../�,` �y rw J,+�%: I`+« �i SEE STRUCTURAL DWGS. FOR ALL STAIR CONNECTIONS AND REINFORCING LOCATIONS TYP WING WALL W/ SiD' STUCCO FINISH ,, I % ,;:, ,c r,b .>, "y '•, ,:. .:°+. .`.> ,,.:. ,. , ..,. _- ..d, ^" Ar; "L' ^rF, a' rs SI. CONTINUOUS HANDRAIL PER CODE. —------- ---- -- -- ----------- r LOCATED 2'-I0' ABOVE THE LEADING EDGE OF THE TREAD. ,tt C Mr ' W ` ,} fft V'R'i'�bac, PREFININSHED ALUMINUM 14 -6' RAILING SEE DETAIL 'G/A44' — 14' DROP IN SLAB PAINT FACE AND FURNISH 5-PIN CAM TYPE LOCK CAPABLE OF A 2. CHUTES - PROVIDE 30" DIAMETER FIRE -RATED GRADE RAMP RETAINING -� 13'-8' TOP OF DROP FOR VISUAL WARNING. LEAST 1000 KEY CHANGES. PROVIDE TWO KEYS RUBBISH CHUTES AS SHOWN ON DRAWINGS (2 SEE STRUCTRAL DRAWINGS FOR EACH BOX DOOR. .KEY EACH BOX REQUIRED). PROVIDE SHOP DRAWINGS FOR WALL BEYOND SEE STRUCTURAL DiFOR CONSTRUCTION OF THIS WALL DIFFERENTLY AND MASTER KEY. PROVIDE ARCHITECTS REVIEW. ACCEPTABLE OWNER WITH DELIVERY BOX AND MASTER KEYS. MANUFACTURERS INCLUDE CUTLER -FEDERAL, ;'rr-2'-8' HIGH TYP. PROVIDE BOMMER INDUSTRIES 5602 DIRECTORY INC., U.S. CHUTES CORPORATION, WILKINSON SLAB SLOPES BEYOND SEE -- - 10,_4. UNIT SERIES 5600. PROVIDE BOMMER MODEL CHUTES PRODUCTS. AND VALIANT PR S. PROVIDE STRUCTURAL DWl'o5. TYP. '', -' -.•- _` #491 OUTGOING MAIL COLLECTION BOX WHERE DIAMETER RUBBISH CHUTE SYSTEMS BEARING -- - SHOWN ON DRAWINGS. PROVIDE BOMMER UL LABELS ON PRINCIPAL CHUTE COMPONENTS. -- -- '— — :Itq MODEL #5620 KEYKEEPER. PROVIDE FRONT TWO-HOUR FIRE RESISTANT CLASSIFICATION • - / (SLOPES). MODEL 6200 SERIES BOXES AS FOLLOWS: TWO WITH WELDED FLOOR SUPPORT RINGS AND i0 #6210-64, ONE #6210-65 UNITS. FOR NEWSPAPER ENCASING 4" THICK REFRACTORY LINING. SINGLE HANDRAIL LOCATED - - BEHIND BLOCK WALL BOXES LOCATED ON NORTH END OF BUILDING INCLUDE EXPANSION JOINT MATERIALS, ROOF vl Lu '� SLOPING GRADE FOR RAMP - - 4 • ` ` to . AT FIRST FLOOR PROVIDE BOMMER INDUSTRIES COUNTERFLASHING AND RETAINER BANK, ROOF COORDINATE ELEVATIONS • • . . . REAR LOADING 6300 SERIES, SUPPLY ONE TERMINATION UNIT AND RAIN CAP AND WITH CIVIL DRAWINGS. \. 6 #6310-65 WHERE SHOWN ON PLANS, INSTALL BIRD/SPARK SCREEN. PROVIDE SPECIAL INTAKE SEE STRUCTURAL DRAWINGS � ,� +. 4'-8' WITH LOADING SIDE TO THE EXTERIOR AND CHUTE THROAT SECTIONS LOCATED WHEREALL STAIR CONNECTIONS AND -- COMPARTMENT SIDE TO THE INTERIOR. INDICATED TO ACCOMMODATE DOOR UNITS AS --` REINFORCING LOCATIONS TYP. jj y� SPECIFIED. PROVIDE SANITIZING UNITS AS SPECIFIED. PROVIDE MANUFACTURERS STANDARD SPRAY -ON SOUND PROOFING, FRAME — d) DIVISION 11 SOUND ISOLATION GROMMETS, AND STAIR RISERS LOCATED --- --- __ a BEHIND BLOCK WALL \ \L L `� NOT USED SEE DIVISION T FOR MOISTURE MANUFACTURERS STANDARD ACCESSORIES. —i PROTECTION TYP. SHEET METAL TO BE T1-40 ALUMINUM -COATED // ` \\� INTAKE STEEL SHEET TYPE 1. 16 GAUGE. SELF -CLOSING UNITS AT CONCRETE BLOCK WALL ,� DIVISION 12 r EACH LANDING. PROVIDE HOPPER TYPE INTAKE — - 4r NOT USED r DOORS ON EACH FLOOR. PROVIDE STAINLESS —1 1 STEEL DOOR UNIT TYPE 3021304 WITH STANDARD Nvlf - � —� —� - ;; SATIN FINISH OR NO #3 DIRECTIONAL POLISH- - -, ' ` '�` .."—_�——� (� 1 I i.: . - r. DOORS TO PROVIDE UL "B" LABELED RATING 1.5 SEE STRUCTURAL DWCsS. FOR DIVISION 13 V� HOUR FIRE WITH 30 MINUTE TEMPERATURE RISE ' ACTUAL CONSTRUCTION OF OF 2500 COMPLETE WITH CLOSERS. COMPLY 4'-5' 9 TREADS • 11' . S'-3' 3'-4' 3'-4' FOOTINGS SPECIAL CONSTRUCTION WITH NFPA 82 FOR RUBBISH CHUTE DOORS. ���'� S����®� 1. STEAM GENERATORS - PROVIDE ONE STEAM CHUTE WHEN ANY ONE DOOR C PROVIDE INTERLOCK OTHER DOORS OF -'NW, qn FGENERATOR WHERE SHOWN ON DRAWINGS AS IS OPENED. PROVIDE INTERLOCK SYSTEM WITH ' � 3gj SCALE 'MANUFACTURED BY TYLO A.B. CO., INC., OR TEMPERATURE RISE ELEMENTS WHICH LOCKALL ";,:, Ate/ 4° i'-E ' EQUIVALENT, MODEL 9 VA-9KW OUT PUT 26 DOORS OF CHUTE AT PREDETERMINED POUNDS PER HOUR WITH EXTERIOR CONTROL ADJUSTABLE TEMPERATURE. PROVIDE DIVISION 10 PANEL AND REMOTE CONTROL TEMPERATURE INTERLOCK SYSTEM WITH MANUAL CONTROL OPERATION PROVIDING INTERIOR THERMOSTAT STATIONS WHERE INDICATED. PROVIDE 3. DRYWALL SHAFT SYSTEMS - PROVIDE TWO- SPECIALTIES AND LIGHT. INSTALL PER MANUFACTURERS MANUFACTURERS STANDARD FUSIBLE -LINK FIRE HOUR DRYWALL SHAFT SYSTEMS FOR SERVICE 4 METAL STORAGE LOCKERS - PROVIDE METAL STORAGE SHAFT ENCLOSURES INCLUDING AIR 1. CLOSET AND PANTRY SHELVING - PROVIDE FOLDING LOCKERS GUARD CORPORATION, INSTRUCTIONS AND RECOMMENDATIONS. PROTECTION STEEL DOOR AT GROUND FLOOR LIST DISCHARGE AREA. PROVIDE UL 'El" LABELED CONDITIONING, PIPING, DUCTWORK, AIR COLD DRAWN STEEL WIRE CLOSET SHELVING INDUSTRIES, INC., VALIANT PRODUCTS, OR DIVISION 14 CONSTRUCTION. PROVIDE BRACE DESIGNATED MANUFACTURED PLENUMS, ELECTRICAL CHASES, AND TRASH WITH 20 N41L PVC WHITE VINYL COATING WITH APPROVED EQUIVALENT. STORAGE LOCKERS TO ABSORB IMPACT OF MATERIAL DROPPING CHUTES AS NOTED ON THE DRAWINGS. RELATED STANDARD MOUNTING HARDWARE AS SHALL BE SINGLE TIER ON A CONCRETE BASE. AGAINST CHUTE TURN UNIT. PROVIDE DRAIN PROVIDE SHAFT SYSTEMS WITH AN STC RATING : MANUFACTURED BY CLOSET MAID BY CLAIRSON PROVIDE SHOP DRAWINGS FOR ARCHITECT CONVEYING SYSTEMS PIPE CONNECTION, MINIMUM 2". PROVIDE ROOF 47 MINIMUM. PROVIDE LATERAL LOADING OF INTERNATIONAL, OR STORAGE SYSTEMS BY REVIEW. FRAME SHALL BE MINIMUM 1 1/2" X 1" DECK FLANGE AND ROOF EXTENSION TO 4 FT. NOT LESS THAN tO LBS. PER S.F OR LEE/ROWAN. TYPES OF SHELVING INCLUDE CHANNELS VERTICALLY AND 1 1/2" X 1" 1. ELECTRIC ELEVATORS ELEVATOR AREA EAND ROOF, DSAFETYR CAPOFGLASS DEFLECTION QUALITY S OF PARTITION HEIGHT, s 'CLOTHES CLOSET SHELVING - SHELF AND ROD HORIZONTALLY. STEEL MESH SHALT_ BE 1 1/2" 16 PROVIDE QUALITY STANDARDINAACCORDANCE: INSTALLATION SHALL MEET ALL APPLICABLE EXPLOSION RELEASE CAP. EQUIP CHUTE WITH UNIT WITH 16" SHELF, LINEN CLOSET & STORAGE GAUGE METAL FOR DIVIDERS, FRONTS, TOPS, CODES INCLUDING, BUT NOT LIMITED TO THE GA-505 BY GYPSUM ASSOCIATION. PROVIDE ALL SHELVING 12" WIDE, PANTRY CLOSET SHELVING AND BACKS. DOORS SHALL BE 1 1/2 " 16 GAUGE SPRINKLER HEADS IN ACCORDANCE WITH NFPA COMPONENTS OF SHAFT SYSTEMS FROM ONE 8" OR 12" STANDARD SHELF AND SHELVING AT EXPANDED METAL FRAMED WITH 1 3/8" X 1" 12 FLORIDA STATE ELEVATOR CODE, SAFETY CODE STANDARD NUMBER OF 13, READY FOR PIPING MANUFACTURER TO BE SAME MANUFACTURER WASHERS AND DRYERS 12" STANDARD SHELF. GAUGE FORMED ANGLES WITH AN FOR ELEVATORS AND ESCALATORS, NFPA CONNECTION. LOCATE HEADS, 1 - LOCATED IN AS UTILIZED IN GYPSUM WALL BOARD SECTION. CODES, NFPA #80, NEII STANDARDS FOR CHUTE ABOVE HIGHEST INTAKE DOOR, AND 1 INSTALLATION OF THE SHAFT SYSTEM SHALL BE INTERMEDIATE REINFORCING ANGLE HANDICAP, STANDARD BUILDING CODE, AND LOCATED AT INTAKE DOOR ON ALTERNATE IN STRICT ACCORDANCE WITH THE LOUVERS AND VENTS - PROVIDE EXTRUDED HORIZONTAL ACROSS THE MIDDLE OF DOOR, NFPA 101. TYPE OF WORK INCLUDES TWO ALUMINUM LOUVERS AS SHOWN ON DRAWINGS. DOOR FRAME SHALL BE FABRICATED MINIMUM 1 ELECTRIC PASSENGER ELEVATORS. PROVIDE A FLOORS. PROVIDE EQUIPMENT I.P.S. FLUSHING SPRAY MANUFACTURERS RECOMMENDATION AND IN COMPLY WITH SMACNA "ARCHITECTURAL SHEET UNIT. PROVIDE EQUIPMENT SPRAY UNIT COMPLIANCE WITH ALL APPLICABLE CODES. 1/2" X 1" 14 GAUGE CHANNELS ON SIDES, TOP, WARRANTY FOR 12 MONTHS STARTING AT THE DISINFECTION AND SANITIZING UNIT. INCLUDE 1- METAL MANUAL". FIELD MEASURE ALL AND BOTTOM. ALL ELEMENTS TO HAVE 1 COAT DATE OF SUBSTANTIAL COMPLETION OF THE OPENINGS BEFORE FABRICATION. PROVIDE OF GREY GLOSS ENAMEL PAINT OVER SHOP RED WORK PROVIDE GUARANTEED PRICE FOR GALLON TANK AND ADJUSTABLE 4. OTHER FINISHES -FOR TILE IN UNIT BATHROOMS PIGMENTED PRIMER. PROVIDE TWO PIN HINGES OWNERS FOR EXTENDED WARRANTY FOR UP TO PROPORTIONING VALVE WITH BY-PASS FOR AND LAUNDRIES, AND PUBLIC RESTROOMS ON SHOP DRAWINGS FOR ARCHITECTS REVIEW MANUAL CONTROL OFSANITIZINGAY-PASS FOR FIRST FLOOR, SEE BOOK SPECIFICATIONS. THE APPROVED MANUFACTURERS CO.,INDUSTRIAL AIRLINE PER DOOR AND ONE PAD LOCK HASP AND DOOR 5 YEARS. PROVIDE ELEVATOR AS OPERATION. FOR FIREPROOFING OF CHUTE AT FOLLOWING FINISHES NORMALLY INCLUDED IN PRODUCTS CO., AIROLITE , INDUSTRIAL STRIKE. INSTALL LOCKERS MANUFACTURERS MANUFACTURED BY DOVER CORPORATION OR GEAR LOUVERS, !INC., AND RUSKIN MANUFACTURING PER MANUFACTURERS RECOMMENDATIONS. EQUIVALENT. PROVIDE SINGLE WORM ' EACH FLOOR PROVIDE LOOSE MINERAL FIBER THIS SECTION WILL BE CHOSEN BY THE OWNER. ` CO ALL ALUMINUM EXTRUSIONS -T52 TRACTION TYPE HOISTING MACHINES. PROVIDE PROVIDE A MINIMAL OF 3" THICK SPRAY ON THEY AS FOLLOWS: CERAMIC TILE (OTHER ALLOY, ASTM B 221, ALL FASTENERS ARE INSULATION COMPLYING WITH FS HH-1-1030. ARE TO 5. FIRE EXTINGUISHERS, CAE3INETS & OVERHEAD GEARED TRACTION TYPE MACHINES WITH 3 THAN ABOVE), HARD TILE (VCT), CULTURED 5F EITHER BE ALUMINUM OR STAINLESS STEEL. ACCESSORIES - PROVIDE FIRE EXTINGUISHERS WITH SPEED OF 450 FPM. ,500 LB. CAB INSULATION ON ALL EXTERIOR SURFACES OF MARBLE, ACOUSTICAL CEILINGS, CARPETING, FINISH SHALL BE AN E.S.P PAINT FINISH. AS REQUIRED BY LOCAL FIRE DEPARTMENT. ALL CAPACITY. PROVIDE SINGLE ELEVATOR CHUTE TO ELIMINATE NOISE TRANSFER. PAINTING (EXCEPT AS NOTED BELOW), WALL PROVIDE LOUVERS THATARE WATERTIGHT WITH FIRE EXTINGUISHERS SHALL BE OF ONE AUTOMATIC PUSH BUTTON OPERATION AND COVERINGS, BATHROOM ACCESSORIES BUGSCREENS. WATER PENETRATION SHOULD" ""- "" MANUFACTURER. PROVIDE MULTI -PURPOSE ELEVATOR STANDARD CONTROLS. BOTH - KITCHEN AND VANITY CABINETRY. NOT BE MORE THAN .05 OZ. PER SQ.FT, OF FREE" FIRE EXTINGUISHERS 10 LB. DRY CHEMICAL ELEVATORS SHALL OPERATE ON EMERGENCY AREA. USE CONTINUOUS HORIZONTAL BLADES: TYPE RATED FOR CLASS A,B, AND C WITH U.L. POWER. PROVIDE "TRAFLOMATIC IV" BY DOVER { ul `r 4A-6OBC RATING. EXTINGUISHERS SHALL BE ELEVATOR SYSTEM. PROVIDE AUTOMATIC TWO 5. PAINTING -PROVIDE DEVOE, OR EQUIVALENT, 3, WOODLOCM;ERS- PROVIDE WOOD LOCKERS "' ' SIMILAR TO J.L. INDUSTRIES, "COSMIC t0E". • •""�"' HYDROLASTiC ELASTOMERIC WATERPROOF WAY LEVELING AND HANDICAPPED "� - , �•=- h SHOWN IN THE BATHROOM/EXERCISE AREAS OF ra EXTINGUISHER CABINETS TO BE SIMILAR TO J.L. 1(N y 1 COATING #H57XX SMOOTH NOT LESS THAN 8.0 REQUIREMENTS AS REQUIRED BY THE STATE OF MILL DRY FILM THICKNESS ACRYLIC THE GROUND FLOOR AS MANUFACTURED BY INDUSTRIES, "COSMOPOLITAN MODEL 1037-V20 FLORIDA. PROVIDE ALL REQUIRED SIGNAL�4`' ELASTOMERIC ON ALL EXTERIOR STUCCO TREEFORMS LOCKERS - SERIES 5000, MODEL WITH TWO 1 1/2 RETURN". CABINET SHALL BE EQUIPMENT, CAR CONTROL STATIONS, CAR r PLASTER SURFACES. ALSO ACCEPTABLE IS CCA OR APPROVED EQUAL. PROVIDE LOCKER LOCKABLE WITH BREAK GLASS FEATURE. POSITION INDICATORS, HALL PUSH-BUTTON t'4F* I, PPG-4-110 PITT FLEX 100% ACRYLIC- ROOM BENCHES AS SHOWN. USE PROVIDE WALL MOUNTING HARDWARE OR STATIONS, CALL LANTERNS, HALL POSITION ELASTOMERIC. ON ALL FERRIS METAL AND MANUFACTURERS 5000 SERIES LOCKER WITH BRACKETS F 0 R WALL HUNG FIRE INDICATOR, TELEPHONE AND ALARM SYSTEM AS RAISED PANEL RED OAK DOORS. PROVIDE EXTINGUISHERS SIMILAR TO J.L. INDUSTRIES, CHOSEN BY OWNER FROM MANUFACTURERS" EXTERIOR DOOR AND FRAME SURFACES OWNER SHALL SELECT BRASS NUMBER DISKS, BRASS CLOTHES 'MARK BRACKET ME 846"_ STANDARD EQUIPMENT. OW,F PROVIDE ON TOP OF RED LEAD PIGMENTED � 1 HANGER, AND KEYED LOCKS WITH 5-PIN CAB FINISHES. PROVIDE STAINLESS STEEL' RIMER COAT APPLIED AT FACTORY, ONE COAT TUMBLER GROOVE KEY FLUSH LOCK BRASS 6. POSTAL SPECIALTIES - PROVIDE POSTAL FRAMES AT GROUND AND FIRST FLOOR LEVELS. `i. t OF POLYC URETHANE EPDXY AND A FINAL COAT OF FINISH. PROVIDE TWO KEYS FOR EACH LOCKER SPECIALTIES AS MANUFACTURED BY BOMMER ALIPHATIC URETHANE AS A FINAL COAT. FOR OVIDE BAKED ENAMEL FRAMES ON FLOORS 2 ( Ia r11 i E ALL EXTERIOR ALUMINUM RAILINGS, SLIDING AND FIVE MASTER KEYS. PROVIDE HAT SHELF, INDUSTRIES MODEL 6200 SERIES FRONT U 13. PROVIDE STAINLESS STEEL DOORS AT GLASS DOORS, WINDOWS, ALUMINUM ROOFING ONE DOUBLE -PRONG HOOK AND NOT LESS 2 LOADING FOR MAIL ROOM, MODEL 6300 SERIES GRN IND AND FIRST FLOOR AND BAKED ENAMEL PANELS, SKYLIGHTS, LOUVERS AND VENTS, AND SINGLE PRONG WALL HOOKS. PROVIDE NUMBER REAR LOADING FOR NEWSPAPER DELIVERY AT FL ORS 2 THRU 23, PROVIDE STOPS PLATES NOT AT _ EXTERIOR LES S SS 3/ " OR A 8 HI GH, NUMBER LOCKERS BOXES OR EQUIVALENT. ALL ALUMINUM AL GROUN FLO I ALUMINUM FRAMES PROVIDE AN ALLOYS OR, AND FLOORS 1 THR 1 IN SE U 3. CA SEQUENCE. R E. C E. P NTFINISH. OWNER PROVIDE MANUFACTURERS SHALL U H -.. ALL' C �S A c SPECIFY TUR R L 606 - , E E L 3 CIF S T5 WI TH IT AT AL H SATIN L ANO DIZED FINISH. 10" HIGH, I TO BE 6WI WIDE X 6-5"HIGH PEEP X 9'- ,INTER OR PAINT aS,X$TEMS• RAISED RED OAK PANELS FOR FRONT OF BENCH ? PROVIDE SHOP DRAWINGS FOR ARCHITECTS 10" HIGH, WITH 3'-6" WIDE X 7" HIGH CENTER � " UNITS AS SHOWN ON DRAWINGS AND REQUIRED REVIEW. PROVIDE HORIZONTAL STYLE MAIL BOX DOORS, PROVIDE St1QP G ' OPENING R.A1rHlN 3e , SIZES. r: � _ -UNITS. EACH GANG OF BOX UNITS TO BE FOR ARCHITECTS REVIEW s OPENED BY MAIL C"'RRIER'S KEY TILTING c INCOMING MAIL FROM FORWARD TO RECEIV: =" FRONT LOADING D00r TENANTS KEY ONLY 1 OPERATES SINGLE SIDE HINGE DOOR. PROVIDE NUMBER IDENTIFICATIC 14 ON EACH MAIL DOOR. «>s. . :�.,, , _.,.,__. .s;r _ .... ,,.• ®_ ... PROVIDE 628 ALUMINUM ANODIZED FINISH. `; > c Lim f t 4 if )I r1 t i t ... PFHt fIC t 0 DOOR SCHEDULE - GARAGE DOOR FR,4 IE FIRE RATING DET,41 S .i REMARKS MARK DESCRIPTION DESCRIPTION NO. TYPE WIDTH x HT. THK MATL. WAGE WIDTH DEPTLH GUACiE MAT. HOUR LABEL H J S GROUP P101 A 3'-0' x b'-8' 13/4' ALUM. N/A 2" N/A N/A ALUM. N/A N/A 51M, N/A3I 51M. N/A3I S/A3I - - - - DOOR SCHEDULE — GROUNID FLOOR DOOR FRAME FIRE RATING DET)j l S REMARKS MARK DESCRIPTION DESCRIPTION NO. TYPE WIDTH x HT. THK. MATL. WAGE WIDTH WAL DEPTH GUAGE MAT. HOUR LABEL H J b GJ G101 B PAIR Y-0' x 6'-5' 1 3/4" ALUM. N/A 2" N/A N/A ALUM. N/A N/A N/A31 N/A Q/ 1 PROVIDE LOUVERS FULL LOUVERS GI02 B PAIR 3'-0' x 6'-8' 1 3/4' ALUM. N/A 2" N/A NIA ALUM. N/A N/A N/A3I N/A S/ 31 PROVIDE LOUVERS FULL LOUVERS G103 A 3'-0' x b'-5' 1 3/4' ALUM. N/A 2' N/A N/A ALUM. N/A N/A N/A31 N/A SJ 31 G104 A 4'-0' x 6'-8' 1 3/4" ALUM. N/A 2° N/A N/A ALUM. N/A N/A N/A3I N/A R/ 31 PROVIDE ASTRAGAL FULL LOUVERS 2 RC!¢ GI05 A Y-0' x 6'-6' 1 3/4' ALUM. N/A 2" N/A N/A ALUM. N/A N/A N/A3I N/A S/ 31 Glob C 3-O' x 6'-V 1 3/4' 5CWXD N/A 2' N/A ib GA METAL µ1/ 'B' J/A3I J/A3 A/ 2 GlOI A 3'-0' x 6'-5' 1 3/4' METAL IS GA 2" N/A 16 GA METAL I HR, 'C" 1/4311/43 5/431 G108 G 3'-0' x 6 -6' 1 3/4' 5CW000 N/A 2" N/A I6 GA METAL N/A N/A J/A3I J/A3 Q/ I PROVIDE AIR TIGHT GASKET GI09 J PAIR 3'-0' x 6'-5' N/A G A55 N/A 2" N/A N/A ALUM. N/A N/A N/A P/A3 6/�31 STOREFRONT G110 G 3 -O' x b'-B' 1 3/4' 5GWOOD N/A 2" N/A 16 GA METAL N/A N/A J/A3I J/A3 Q/A3I PROVIDE AIR TIGHT GASKET Gz111 C Y-0' x b'-6' 1 3/4' 5C WOOD N/A 2" N/A 16 GA METAL µ1/ 'B' J/A31 J/A3 A/ 2 G112 A 3'-O' x b'-V 1 3/4' METAL 18 GA 2" N/A I6 GA METAL I HR. 'C" 1/43I 7/A3 5/ 31 G113 A 4'-0' x b'-V 1 3/4' ALUM. N/A 2" N/A N/A ALUM. N/A N/A N/A3I N/A3 R/ 31 PROVIDEAST9 AAL RAC, G114 A 3'-0" x 6'-8' 1 3/4' ALUM. N/A 2" 1 N/A N/A ALUM. N/A N/A N/A3I N/A3 G115 B PAIR 3'-0' x 6'-V 1 3/4' ALUM. N/A 2" N/A N/A ALUM. N/A N/A N431 N/A Q/.431 PROVIDE ASTRAGAL FULL LOUVERS Gil& B PAIR 3'-O' x 6'-8' 1 3/4' ALUM. N/A 2' N/A N/A ALUM. N/A N/A N/A3I N/ QJ 31 PROVIDEASTRAGAL GI1-1 A 3-0' x 8'-O' 1 3/4' ALUM N/A 2" N/A N/A ALUM, N/A N/A N/A3I N/ QIA31 FULL LOUVERS Gila B PAIR Y-0' x T-6' 1 3/4' ALUM. N/A 2" N/A N/A ALUM, N/A N/A N/A3I N/A3 SIM C/A32 PROVIDE LOUVERS, 6' CURB LOUVERS PER FL. POWER DOOR SCHEDULE — FIRS "i FLOOR DOOR FRAME FIRE DETAILS REMARi�:S MARK DESCRIPTION DESCRIP'PION RATING NO. TYPE WIDTH x HT. THK. MATL. WAGE WIDTH L DEPTH WAGE MAT. HOUR LABEL H J S HWDE. F101 G Y-0' x 6'-8' 1 3/4' ALUM. N/A 2" N/A N/A ALUM. N/A N/A N/A3I K/A3$ 0/43I 2'-0' x 2'-0' LOUVER F102 I 3'-O' x 6'-V N/A ALUMIJ G A55 N/A 2' N/A N/A ALUM. N/A N/A D/A32 D/A32 S/A31 STOREFRONT W/ELECTRONIC STRIKE TIIEQ TO KEYF>AD F103 p PAIR 3'-O' x 6'-V 1 3/4' SCXX N/A 2' N/A Ib GA METAL I HR. 'C' T/43I T/A31 4/432 PROVIDE ASTRAGAL P104 NOT USED N/A I N/A N/A I N/A N/A N/A N/A N/A N/A N/A N/A N/A! N/A NOT USED F105 C 3'-O' x b'-V 13/4' 5CWJOD N/A 2' N/A 16 GA METAL N/A N/A E/A32 E/A3� A/A32 FI06 C 3'-0' x 6'-8' 1 3/4' 5CW T N/A 2" N/A 16 GA METAL I HR. 'C" T/43I T/A31 B/A32 F0"1 G 3'-0' x 6'-8' 1 3/4' 5CWXD N/A 2" N/A I6 GA METAL 1 HR. 'C" MIA31 M/431 A/A32 F108 C Y-0' x 6'-8' 1 3/4' SC WOOD N/A 2' N/A I6 GA METAL I HR. 'G" M/43I M/A31 A/A32 Rog G 3'-0' x 6'-S' 1 3/4' 5CWl;XD N/A 2" N/A I6 GA METAL 1 HR 'C' T/A3I TJ431 B/A32 F110 G 3'-0' x b'-6' 1 3/4' SC WOOD N/A 2" N/A 16 GA METAL N/A N/A E/A32 E/A32 4/A32 Fill 11 C 3'-0' x 6'-5' 1 3/4' 5C WOOD N/A 2' N/A 16 GA METAL I HR. 'C" M/A3I M/A31 A/A32 F' 112 C 3'-O' x 6'-8' 1 3/4' 5C W X N/A 2' N/A I6 GA METAL I HR. 'C" M/A31 M/A31 A/A32 F113 C 3'-0' x b'-5' 1 3/4' 5CWXD N/A 2° N/A 16 GA METAL H/2 R.F 'B' M/A3I M/A31 6/A3I 114 G 3'-0' x 6'-8' 1 3/4' 5C WOOD N/A 2' 1 N/A 116 GA METAL I HR. 'C" L432 T/A32! A/A32 Flly C 3'-O' x 6'-V 1 3J4' 5CWIOOD N/A 2" N/A I6 GA METAL I HR. 'C" B/A3I 5/A3 Q/43I PROVIDE AIR TIGHT GASKET F=11& C 3'-O' x 6'-8' 1 3/4" 51,= N/A 2' N/A I6 GA METAL N/A N/A L/A32 L/A32 A/A32 F-117 C Y-0' x 6'-V 1 3/4' 5C11M N/A 2' N/A 16 GA METAL N/A N/A E/A32 E/A32 A/432 F118 I 3'-0° x b'-8' N/A GLASS N/A N/A N/A N/A ALUM. N/A N/A LA32 IIA32 J/432 MILL FINISH F11e C Y-0" x 6'-B' 1 3/4' 5CWXD N/A 2" N/A 16 GA METAL N/A N/A E/A32 E/A3 '8/A32 F120 G 3'-0' x 6'-5' 1 3/4' SC WOOD N/A 2" N/A 16 GA METAL N/A N/A E/A32 E/A3 2 0121 G 3'-0' x b'-8' 13/4' SCWIOOD N/A 2" 1 N/A 116 GA METAL N/A N/A E/A3I E/A3 32 F122 NOT U5ED N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 11 N/ NOT USED F123 G 3'-O' x 6'-8' 13/4' 5CWDOD N/A 2" N/A I6 GA METAL I HR. "C" B/A3I 5/A3 / I PROVIDE AIR TIGHT GASKET F1241 C 3'-0° x 6'-8' 1 3/4` 5CWI000 N/A 2° N/A 16 GA METAL I HR 'C" T/A3I T/A3 A/432 F125 D PAIR 3'-0' x b'-5' 1 3/4' 5CWWO0 N/A 2" N/A 16 GA METAL I HR. 'C" 5/A3I 5/A3 / 31 PROVIDE .45TRAaAL F126 D PAIR 3 -0' x 6'-8' 1 3/4' 5CWOD N/A 2' N/A I6 GA METAL I HR. "C" T/A31 T/A3 / 2 PROVIDE A5TRA AL F12-1 C 3'-0' x 6'-V 1 3/4' 5CWn N/A 2' N/A 1b GA METAL N/A N/A O/A32 O/A3 A/A32 P125 1 3'-0' x 6'-V N/A GLAS_ZuffS N/A N/A N/A N/A ALUM. N/A N/A N/A P/A3 /A3I STOREFRONT F12g D PAIR 3'-O' x 6'-8' 1 3/4' SCWXD N/A 2" N/A ib GA METAL i HR. "C" T/A3I T/A3 A/A32 PROVIDE 45TRAG SEE NOTE 1 SEEN TE 2 F130 J PAIR 3'-0' x 8'-0' N/A G AS5 N/A 2" N/A N/A ALUM. N/A N/A N/A P/A3 /A3I STOREFRONT F-131 D PAIR Y-0' x 6'-5' 1 3/4' SCWICOD N/A 2' N/A 16 GA METAL I HR. 'C. T/A3I T/A3 / 32 PROVIDE ASTRAGAL SEE NOTE 1 SEE NOTE 2 F132 NOT USED N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/AIII N/ NOT USED F133 D PAIR Y-0' x b'-8' 1 3/4' 5GWIOOD N/A 2' N/A 16 GA METAL N/A N/A E/A32 E/A3 1�/A 2 PROVIDE ASTRAGAL F134 C 3'-O' x 6'-8' 1 3/4° 5CWOOD N/A 2" N/A Ib GA METAL N/A N/A E/A32 E/A3 32 F135 I 3'-0' x 6'-8' N/A GLA55 N/A N/A N/A N/A ALUM. N/A N/A N/A P/A32' / 31 STOREFRONT F-130 C 3'-0' x 6' 8' 1 3J4' 5CW X N/A 2" N/A 16 GA METAL I HR. 'C" T/43I T/A3' 6432 F13-1 A 3'-0' x 6'-8' 1 3/4' ALUM. N/A 2° NIA N/A ALUM. N/A N/A N/A3I N/A3 / 1 F135 C 3'-0' x 6'-8' 1 3/4' 5CWOD N/A 2' N/A 16 GA METAL I HR. 'C" O/A32 0/432 /A3I F139 C 3'-0' x 6'-8' 13/4' 5CWXD N/A 2" N/A 16 GA METAL I HR. 'C" M/A3I M/A3' /A32 F140 C 3'-0' x 6'-5' 1 3/4' SC WOOD N/A 2" N/A 16 GA METAL N1J 'B' MIA31 M/A3' / ''31 F141 C 3'-O' x 6'-8' 1 3/4' 5CWWO0 N/A 2" N/A I6 GA METAL I HR, 'C" LA32 I/A3 AIA 3 Ft42 C 3'-0' x 6'-8' 1 3/4' 5CWIOL9 N/A 2" N/A 16 GA METAL I HR. 'C" LA32 LA32 / 2 DOOR SCHEDULE GENERAL NOTES: DOOR SCHEDULE NOTE REFER TO HARDWAR SCHEDULE UNDER SEPARATE COVER. NOTE I : DOOR TO H CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING DOOR NOTE 2 : SPECIAL A WARnIllARF MFFTS AI I WANn1r'_LP ANTS Fr RFS.S RFrJI1IRFMENTS_ NnTF 3 - FI F!'T2n_MGr:1JFTl(' :LIED AGNETIC HOLD OPEN DEVIC 5. MOLDING PER INTERIOR D SIGNEI F,7f?IKF QFi FAS>= 2. T105 J TI09 j CONTRACTOR SHALL CONFIRM DOORS INSTALLED MEET ALL NOTE 4 : ADD DOOR THRESHOLD OFF5ET. NFPA AND LOCAL BUILDING CODES. NOTE 5PROVIDE BREAK METAL AND SUPPORT BETWEEN DOORS 1I3 AND BI 14 DOORS NOTED TO BE RATED WITH VARIOUS LABELS ARE FOR NOTE 6 : PROVIDE BREAK' METAL AND SUPPORT BETWEEN DOORS C119 AND V20 REFERENCE ONLY AND MAY NOT BE THE ONLY DOORS REQUIRED NOTE I :. PROVIDE BRE4 METAL AND SUPPORT BETWEEN DOORS DO AND 0114 TO BE RATED. CONTRACTOR TO CONFIRM WITH BUILDING DEPT, NOTE S: ALL SLIDING L 55 DOORS ARE TO BE 9'-O' HIGH AT IN GENERAL, ALL EXTERIOR DOOR5 ARE TO BE ALUMINUM WITH PENTHOUSE t 13Tl-FLOOR) ONLY. ALUMINUM OR STAINLESS STEEL HARDWARE: II5C. DOOR SCHEDULE ABB VI 'IONS: ALL DOORS NOTED TO BE RATED AND LABELED SHALL HAVE RATED AND LABELED HARDWARE. WOOD SOLI C. WOOD DOOR CONTRACTOR TO COORDINATE WITH OWNER THE PROPER KEYING G�- ALUM :'' OF ALL DOORS AND OR DOOR HARDWARE. GALv. STEEL =GAL NI1 EiD STEEL II DO(,:) • ®:>C 1--i E C> U L E -- FLOOR 2! DOOR FR,4ME FIRE RATING DETAILSA REMRKS . MARK DESCRIPTION DESCRIPTION NO, YPE WIDTH x HT. THK, MATL, WAGE WIDTH WALL DEPTH GUAGE MAT. HOUR LABEL H J S FiWDE GRIP 5101 C 3'-O' x 6'-8' 1 3/4' 5C UM N/A 2' N/A 16 GA METAL I HR, 'C' 5/431 5/A31 5/431 8102 G 3'-O' x 6'-8' 1 3/4' SC WOOD N/A 2' N/A 16 GA METAL 1 112 'B' M/043I M/A31 5/A31 5103 C 3'-0' x 6'-8' 1 3/4' SC WI X N/A 2' N/A 16 GA METAL 1 HR 'C' 1/A31 1/A31 A/A32 SI04 D PAIR 3 -0' x 6'-8' 1 3/4' 5C W X N/A 2' N/A I6 GA METAL 1 HR. 'C' G/A31 G/A31 A/A32 PROVIDE ASTRAGAL SEE NOTE 1 5105 G 3'-O' x 6'-8' 1 3/4' 5C WOOD N/A 2' N/A 16 GA METAL I HR 'C' M/A31 M/A31 Q/A31 5106 G 3 -O' x 6'-8' 1 3/4' SC I11Cy)D N/A 2' N/A I6 GA METAL I HR. 'C' M/A31 M/A31 Q/A31 SIO7 D PAIR 3'-0' x b'-8' 1 3/4' 5CWOOD N/A 2' N/A I6 GA METAL I HR, 'G' G/A31 G/A31 A/A32 PROVIDE A TRAGAL SEE NOTE 1 SI08 C 3'-O' x b'-8' 1 3/4' 5CWWOD N/A 2' N/A 16 GA METAL 1 1/2 "B' M/A31 M/A3I S/A31 5109 G 3'-0' x 6'-8' 13/4' SC WOOD N/A 2' N/A 16 GA METAL I HR. 'C' T/431 I/A31 A/A32 6110 C 3'-0' x b'-8' 13/4' 5C IAOOD N/A 2' N/A ib GA METAL I HR. 'C' B/A31 5/A3I S/A3I DOOR ScO.DHEIDULE — FLOORS 3-13 DOOR FRAME FIRE RATING DETAILS REMARKS MARK DESCRIPTION DESCRIPTION NO. YPE WIDTH x HT. THK. MATL. WAGE WIDTH DEPTH WAGE MAT. HOUR LABEL H J S GRIP TI01 G 3'-O' x 6'-V 1 3/4' 5CWCOD N/A 12' N/A 16 GA METAL 1 HR. 'C' 5/A3I B/A31 S/A3I T102 G 3 -0' x 6'-B' 1 3/4' 5CW X N/A 2' N/A 16 GA METAL 1 'B' M/A3I M/A3I 5/A31 T103 C 3-0' x 6'-V 1 3/4' XWOD N/A 2' N/A l6 GA METAL I HR. 'C' I/A311/A31 A/A32 TI04 D PAIR 3 -0' x 6'-W 1 3/4' 5C WXD N/A 2' N/A 16 GA METAL I HR. 'C' G/A3I G/A3I A/A32 PROvIDE ASTRAGAL SEE NOTE I 3�OM 19111 G 1 4'-0' x 6'-V 1 3/4' 5C WOOD N/A 2' N/A 16 GA METAL 1 HR. 'C` M/431 M/A3I Q/A31 gb9101 G 3'-0' x b'-8' 1 3/4' 5CWOD N/A 2' N/A 16 GA METAL I HR. 'C' M/A3I M/43I Q/A3I TI06 A 3'-0' x 6'-S' 1 3/4' METAL IS GA 2' N/A I6 GA METAL I HR. 'G' H/A3I H/A3I 6/A3I SEE NOTED3DOOR T101 A 3 -O' x 6'-8' 1 3/4' GALV METAL IB GA 2 N/A 16 GA GALv METAL 1 HR °G° K A3I K/A3I A/A32 INSULATED DOOR SEE NOTE 3 7108 A 3 -O' x 6'-8' 1 3/4' GALV METAL S GA 2' N/A I6 GA GALv METAL 1 HR. 'G' H/A3I H/A3I S/A3I INSULATED DOOR SEE NOTE 3 FLOORS C 4 -O' x 6'-V 1 3/4' SC WIOOD N/A 2' N/A I6 GA METAL I HR 'C' M/A3I M/A3I QIA31 q�OORS Aip G 3 -O' x 6'-8' 1 3/4' SC WCOD N/A 2' N/A 16 GA METAL 1 HR. 'C' M/A3I M/A3I Q/A31 TI10 D PAIR -0' x 6 -8' 1 3/4' 5Ca= N/A 2' N/A 1(b GA METAL i HR. 'C' G/A3I G/A3I A/A32 PROVIDE ASTRAGAL SEE NOTE I T 1 1 1 C '-0' x b'-B' 1 3/4' 5C WXI) N/A 2' N/A I6 GA METAL 1 1/2 'B' M/A3I M/A31 6/A3I T112 C 3'-0' x 6'-8' 1 3/4' SCWIWD N/A 2' N/A I6 GA METAL I HR 'C' 1/431 I/A31 A/A32 T1131 G 3'-0' x b'-8' 1 3/4' 5CWX0 N/A 1 2' N/A 116 GA METAL I HR. I C' 5/A3I B/A31 S/A31 DOOR SCHEDULE — ROOF DOOR FRAME FIRE RATING DETAILS REMARKS MARK DESCRIPTION DESCRIPTION NO. TYPE WIDTH x HT. THK. MATL. WAGE WIDTH WALL DEPTH. GUAGE MATE. HOUR LABEL H J 5 GWVIP RIOI A 3'-O' x 6'-V 1 3/4' ALUM N/A 2' N/A N/A ALUM N/A N/A N/A31 N/A31 G/A32 SEE NOTE 3 R102 A 3'-0' x b'-5' 1 3/4' 5TEEL IS GA 2' N/A 16 GA STEEL 1 I/ HR.'B' I A3I I A3I A/A32 R103 A Y-O' x 6'-8' 1 3/4' ALUM N/A 2' N/A N/A ALUM N/A N/A N/A3I N/A3I G/A32 FULL LOUVERS R104 A 3'-O' x 6'-8' 1 3/4' ALUM N/A 2" 1 N/A N/A ALUM N/A N/A N/43I N/A3I C/A32 SEE NOTE 3 R105 A 3'-0' x 6'-8' 1 3/4' STEEL IS GA 2' N/A Ib GA 5TEEI- I I/2 'B' 1/A31 I/A31 A/A32 RIO6 A 3'-0' x 6'-8' 1 3/4' ALUM N/A 2' N/A I N/A ALUM N/A I N/A N/A3I N/A3I G/A32 FULL LOUVERS DOOR SCHEDULE — GUARD HOUSE DOOR FRAME FIRE RATING DETAILS REMARKS MARK DESCRIPTION DESCRIPTION NO. TYPE IDTH x HT, THK. MATL. WAGE WIDTH DEPTH GUAGE MAT. HOUR LABEL H J S W P GH01 1 2'-8' x 8' -0' N/A AL 5 ASS N/A 2- N/A N/A ALUM N/A N/A SIi1 N/A3I SIM. N/43I SIM. Q/143I STOREFRONT, SEE NOTE 4 GH02 1 2'-8' x 8'-0' N/A J A55 N/A 2' N/A N/A ALUM N/A N/A SIM N/A3I SIM. N/A3I SIM. 0/043I STOREFRONT, SEE NOTE 4 GH03 C T-0'x 6'-5'1 3/4'5CW= N/A 2' N/A I6 METAL N/A N/A E/A32 E/A32 A/A32 DOOR SCHEDULE — UNIT "An DOOR FRAME FIRE RATING DETAILS REMARKS MARK DESCRIPTION DESCRIPTION NO, YPE WIDTH x HT, THK. MATL. WAGE WIDTH DEPTLH WAGE MAT. HOUR LABEL H J S GRIP A101 C 2'-8' x 6'-8' 1 3/4' SC WOX N/A 2' N/A 16 GA STEEL I HR. 'C' 5/A3I B/A3I 0/431 PROVIDE AIR TIGHT GASKET 4102 G '-(,' x b'-V 1 3/4' 5C WW X N/A 2' N/A N/A WOOD N/A N/A A/A3I AIA31 AJA32 4103 G �'-V x 6'-V 1 3/4' 5CWCOD N/A 2" N/A N/A WOE) N/A N/A A/A3I A/A3I B/A32 AI04 D PAIR 3'-0' x V-8' 1 3/4' 5CWOD N/A 2' N/A 16 GA STEEL I HR 'C' 5/A3I B/A3I A/A32 PROVIDE ASTRAGAL A105 C 2'40' x 6'-V 1 3/4' 5CWIOOD N/A 2' N/A N/A WOOD N/A N/A A/A31 A/A3I A/A32 AI06 D PAIR 2'-V x 6'-V 1 3J4' SCW X N/A 2' N/A N/A WOOD N/A N/A A/431 A/A3I A/A32 PROVIDE ASTRAGAL A10-1 K 6-0' x V-8' N/A ALUM. N/A 4.5✓8' N/A N/A ALUM. N/A N/A F/A32 G/A32 H/A32 SLIDING GLA55 DOOR NOTE 8, 4108 G 2'-10'x6'-8' 1 3/4' 5CIWOD N/A 2" N/A N/A WOOD N/A N/A A/A31 A/431 A/A32 A109 G �'-V x 6'-8' 1 3/4' 5C W1 X N/A 2' N/A N/A UJOOD NJA N/A A/A3I A/A3I A/432 AIIO C 1 3/4' 5CWWWOD N/A 2' N/A N/A WOOD N/A I N/A A/A31 AIA31 A/A32 AM E I'-6' x b'-8' 1 IJS° WOOD N/A N/A N/A N/A WOOD N/A N/A E/A3I F/A3I A/A32 BI-FOLD / FULL LOUVER ,4112 G 2'-10'x6'-8' 1 3/4' 5CWW X N/A 2' N/A N/A WOOD N/A N/A A/A3I A/A3I A/A32 4113 N PAIR 3'-O' x 6'-V N/A ALUM/ MIRROR N/A N/A N/A N/A WOOD N/A N/A E/431 SIM. F/43I SIM. AJA32 MIRRORED BI-PASS 4114 C 2'-I0'xb'-8' 1 3/4' 5CWXD N/A 2' N/A N/A WOOD N/A N/A A/A3I A/A3I A/A32 A115 D PAIR T-6' x 6'-8' 1 3/4' 5CWXD N/A 2' N/A N/A WOOD N/A N/A A/A31 AIA31 A/A32 PROVIDE ASTRAGAL Alpo C T-8' x 6'-5' 1 3/4' 5CWIrxD N/A 2" N/A N/A WOOD N/A I N/A A/A3I A/A3I B/A32 A117 C 2'-8' x 6'-V 1 3/4' 5CWI X N/A 2" N/A N/A WOOD N/A N/A A/A31 A/A31 A/432 A110 K 8'-C' x 8'-V N/A ALUM. N/A 4 5/V N/A N/A ALUM. N/A N/A F/A32 G/432 H/A32 SLIDING GLASS DOOR NOTE 8. Al n M SEE PLAN x 64' N/A ALUM. N/A 4 5/8' N/A N/A ALUM. N/A N/A F/A32 G/A32 H/A32 MODIFIED SLIDMG GLA55 DOOR NOTE 8. A120 L (2'-0' x 8'-8' N/A I ALUM. N/A 4 5/5' N/A N/A ALUM, N/A N/A F/A32 G/432 H/432 SLIDING 6LA55 DOOR NOTE 8. ,4121 C �,-6' x b'-V 1 3/4' 5CWlOOD N/A 2' N/A N/A WOOD N/A N/A C/A3I D/A3I A/A32 POCKET POOR A122 K '-O' x 8'-V N/A ALUM. N/A 4 5/8' N/A N/A ALUM. N/A N/A F/A32 G/A32 H/A32 SLIDING NOTE 8. C-LA55 DOOR 4123 K '-O' x V-8' N/A ALUM. N/A N/A N/A N/A ALUM. N/A N/A F/A32 G/A32 H/A32 SLIDING G NOTE 8, ASS DOOR A124 K '-0' x V-8' N/A ALUM. N/A N/A N/A N/A ALUM. N/A N/A F/A32 G/A32 H/A32 SLIDING (3 ASS DOOR NOTE 8. AI25 I $'-4' x 8'-0' N/A GLq&9 N/A 2' N/A N/A ALUM. N/A N/A P/A3I S11M. Q/A3I SECOND FLOOR ONLY A126 E 2'-0' x b'-8' 11/8' WOOD N/A NJA N/A N/A WOOD L/A32 M/A32 A/A32 Bi-FOLD / FULL LOUVER Al2'1 C _0' x 6' -8' 1 3/4' 5CWXD N/A 2' NIA N/A WOD N/A N/A A/A3I A/43I A/A32 DOUBLE-ACTING DOOR DOOR SCHEDULE — UNIT "B" DOOR FRAI" fE FIRE RATING DETAILS REMARKS MARK DESCRIPTION DESCRIPTION NO, TYPE WIDTH x HT. TNK. MATL. WAGE WIDTH DEPTH GUAGE MAT. HOUR LABEL H J S E3101 C 2'-8' x 6'-5' 1 3/4' 5C W= N/A 2" N/A 16 GA STEEL I HR. 'C' 5/A31 5/A31 Q/431 PROVIDE AIR TIGHT GASKET 5102 H SEEPLAN xB'-8' N/A ALUM/ LASS N/A 2' N/A N/A ALUM. N/A N/A N/A32 PIA31 QIA31 2ND FLOOR ONLY 5103 D PAIR 3'-O' x 6'-8' 1 3/4' 5C= N/A 2' N/A I6 GA STEEL I HR. 'C' 5/A31 B/A31 A/A32 PROVIDE ASTRAGAL 5104 C T-8' x 6'-8' 1 3/4' SC M. N/A 2' N/A N/A WOOD N/A N/A A/A31 A/A31 5/A32 5105 C T-5' x 6'-V 1 3/4' 5C WOGD N/A 2' N/A N/A 1000D N/A N/A AIA31 A/A31 5/A32 5106 F PAIR T-0' x 6'-V 1 1/8' WOOD N/A N/A N/A N/A WOOD N/A N/A E/431 F/431 A/A32 BI-FOLD / FULL LOUVER BIOS C 2'-10'x6'-8' 1 3/4' SC= N/A 2" N/A N/A WOOD N/A N/A C/A31 D/A31 A/A32 POCKET DOOR 5108 E I'-6' x b'-8' 1 1/5' WOOD N/A N/A N/A N/A WOOD N/A N/A E/A31 F/A3I A/A32 BI-FOLD / FULL LOUVER 5109 C 2'-10'x6'-6' 1 3/4' 5CWOX N/A 2" N/A N/A WOOD N/A N/A AIA31 A/A31 5/A32 8110 O 3'-0' x b'-S' N/A MiL N/A N/A N/A N/A WOOD N/A N/A E/A3I F/431 A/A32 MIRRORED BI-FOLD Bill D PAIR 2'-6' x 6'-8' 1 3/4' 5C= N/A 2" N/A N/A WOOD N/A N/A A/A3I A/431 A/A32 PROVIDE ASTRAGAL 5112 M SEE FLAN x 64 N/A ALUM, N/A 4 5/5' N/A N/A ALUM. N/A N/A F/A32 G/A32 H/A3I MODIFED SLIDING GLASS DOOR NOTE B. E3113 L 9'-0' x 8'-V N/A ALUM. N/A 4 5/8' N/A N/A ALUM. N/A N/A F/A32 G/A3I H/A32 SLIDING GLA55 DOOR NOTE 5. NOTE 8. B114 K 6'-O' x 6-8' N/A ALUM. N/A 4 5/8' N/A N/A ALUM: N/A N/A F/A32 G/A32 H/A3I SLIDING GLASS DOOR NOTE 5. NOTE 6. 5I15 K 6'-0' x V-8' N/A ALUM. N/A 4 5/8' N/A N/A ALUM. N/A N/A F/A32 G/A32 H/A32 SLIDING GLASS DooR NOTE 8. Bllb K 8'-0' x 6-8' N/A ALUM. N/A 4 5/8' N/A N/A ALUM, N/A N/A F/A32 G/A32 H/A32 FLOORS 3 THRU 13 ONLY NOTE 8. E311-1 C 2'-8' x b'-8' 1 3/4' 5CWX N/A 2" N/A N/A WOOD N/A N/A A/A31 A/A3I A/A32 5I10 C 2'-b' x 6'-8' 13/4' SC WLLOD N/A 2" N/A NIA WOOD N/A N/A A/A3I A/A31 A/A32 Bile C T-10'x6'-8' 1 3J4' 5CWOOD N/A 2" N/A N/A WOOD N/A N/A G/A31 D/A3I A/A32 POCKET DOOR E3120 E I x 6'-8' 1 1/0' WOOD N/A N/A N/A N/A WOOD N/A N/A E/43I F/A3I A/A32 BI-FOLD / FULL LOUVER OPTIONAL DOORS OPTBI C 3'-O' x 6'-8' 1 3/4' 5CWO9 N/A 2' N/A N/A WOOD N/A N/A C/A3I D/A3I A/A32 POCKET DOOR OPT52 D PAIR 2'-V x 6'-5' 1 3/4' 5CWOD N/A 2' N/A N/A WOOL) N/A N/A A/A3I A/A3I A/A32 PROVIDE ASTRAGAL OPTB3 C T-10 x 6'-8' 1 3/4' 5CW0X N/A 2' N/A N/A WOOD N/A N/A G/A31 D/A3I 5/A32 POCKET DOOR OPTB4 C 2'-b' x 6'-8' 1 3/4' 5CWO9 N/A 2" N/A N/A WOOD N/A N/A A/A3I A/A31 5/A32 OPTED I E I 2'-O' x 6'-8' 1 I/8' WOOD N/A N/A N/A N/A WbOD N/A N/A L/A32 M/A32 A/A32 BI-FOLD / FULL LOUVER OPTB6 F PAI T-b' x b'-V 1 1/8' WOOD -NA N/A N/A N/A 000D N/A N/A E/A31 F/A3I A/A32 BI-FOLD / FULL LOUVER SCHEDULE UNIT --- —DOOR DOOR FRAME FIRE RATING DETAILS REMARKS MARK DESCRIPTION DESCRIPTION NO. TYPE WIDTH x HT. THK. MATL. WAGE WIDTH DEPTH WAGE MAT. HOUR LABEL H J S GROW C101 C 2'-8' x 6'-8' 1 3/4' 5CXX N/A 2' N/A 16 GA STEEL I HR. 'C' 5/A3I 5/A3I Q1431 PROVIDE AIR TIGHT GASKET G102 D PAIR 3'-O' x b'-V 1 3/4' 5CW= N/A 2" N/A I(6 GA STEEL I HR. 'C' 5/A3I 5/A31 A/432 PROVIDE ASTRAGAL C103 E 2'-0' x b'-8' 1 1/0' WOOD N/A N/A N/A N/A WOOD N/A N/A E/A3I F/A3I A/A32 BI-FOLD / FULL LOUVER C104 K 8'-0' x B'-8' N/A ALUM. N/A 4 518' N/A N/A ALUM. N/A N/A F/A32 G/431 H/4,32 SLIDING GLASS DOOR NOTE 8. C105 C 2'-6'x6'-B' 1 3/4' 5CWOD N/A 2' N/A N/A WOOD N/A N/A A/A31 A/A3I A/A32 GO& E 2'-C-i'x6'-8" 1 I/8' WOOD N/A N/A N/A N/A WOOD N/A N/A E/A31 F/A31 A/A32 BI-FOLD / FULL LOUVER GlOI K 8'-O' x 8'-8' N/A ALUM. N/A 4 5/8' N/A N/A WOOD N/A N/A F/A32 G/A32 H/A32 SLIDING GLASS DOOR NOTE 8. CIO& C 2'-8'x6'-8' 1 3/4' 5CM N/A 2' N/A N/A ALUM. N/A N/A A/A31 A/A3I A/A32 C109 E 2'-6' x 6'-8' 1 1/8' WOOD N/A N/A N/A N/A WOOD N/A N/A E/A31 FJA31 A/A32 BI-FOLD / FULL LOUVER C110 E 1'-6' x 6'-8' 1 1/8' WOOD N/A I N/A N/A N/A WOOD N/A N/A E/A3I F/A3I A/A32 BI-FOLD / FULL LOUVER Gill C 2'-10'xb'-8' 1 3/4' SC WOOD N/A 2" N/A N/A WOOD N/A N/A A/A3I A/A3I B/A32 C112 G 2'-IO'xb'-8' 1 3/4' 5CWICOD N/A 2" N/A N/A WOOD N/A N/A G/A3I D/A3I A/A32 POCKET DOOR C113 C 2'-0' x b'-8' 1 3/4' 5C WIYD N/A 2' N/A N/A WOOD N/A N/A A/A3I A/431 A/A32 C114 G 3'-0'x6'-8' 1 3/4' 5CWCOD N/A 2" N/A N/A WOOD N/A N/A A/A31 A/A3I 5/A32 C115 C 2'-10'x6'-8' 1 3/4' 5CWCCD N/A 2" N/A N/A WOOD N/A N/A A/A3I A/A3I AJA32 G116 C 2'-10'x6'-3' 1 3/4' 5CW X N/A 2- N/A N/A WOOD N/A N/A AIA31 A/A31 A/A32 Gill G 2'-10'x6'-8' 1 3/4' XXX N/A 2" N/A N/A IWOODX/4 A/A3I A/A32 Gil8 N PAI 3'-0' x b'-8' N/A MIL OR' N/A N/A N/A N/A WOOD 81M31 A/A32 MIRRORED BI-PASS GI19 K 6'-O' x 8'-8' N/A ALUM. N/A 4 5/8' N/A N/A ALUM. G/A32 H/A32 SLIDING GLA55 DOOR NOTE 6. NOTE 8. C120 K 6'-O'x 8'-8' N/A ALUM. N/A 4 5/6' N/A N/A ALUM. M/A28 H/A32 GLASS DOOR SLIDING NOTE NOTE 6. NOTE 8. G121 L 12'-O' x V-8' N/A ALUM. N/A 4 5/8' N/A N/A ALUM. N/A I N/A F/432 G/432 H/A32 SLIDING GLASS DOOR NOTE 8. C122 E PAIR I'-&' x 6'-8' 1 1/8' WOOD N/A N/A N/A N/A WOOD N/A N/A L/A32 M/A32 A/A32 BI-FOLD / FULL LOUVER C123 G 2'-6' x 6'-8' 1 3/4' 5C N/A 2' N/A N/A WOOD N/A N/A C/A3I SIM. D/A3I SIM. A/A32 POCKET DOOR OPTIONAL DOORS OPTGI C 2'-6' x 6'-8' 1 3/4' 5CWOGD N/A 2" N/A N/A WOOD N/A NIA G/A3I D/A3I B/A32 POCKET DOOR OPTC2 D PAIR 2'-6' x 6'-V 1 3/4' 5CW= N/A 2' N/A N/A WOOD N/A I N/A I A/A3I AIA31 A/A32 OPTC3 C 3'-0' x b'-8' 1 3/4' SCWCtOD N/A 2" NIA N/A L100D N/A N/A G/A3I D/A3I A/A32 POCKET POOR DOOR SCHEDULE — UNIT "D" DOOR FRAME FIRE RATING DETAILS REMARKS MARK DESCRIPTION DESCRIPTION NO. TYPE WIDTH x HT. TNK. MATL. WAGE WIDTH DEPTHA WAGE MAT. HOUR LABEL H J S WWDE GRCUP D101 G 2'-8' x 6'-8' 1 3/4' 5C WOOD N/A 2' N/A I6 GA STEEL 1 HR. 'C' 5/A3I B/A3I Q/A3I PROVIDE AIR TIGHT GASKET D102 D PAIR 3'-0' x b'-V 1 3/4' 5C WOOD N/A 2' N/A 16 GA STEEL I HR. 'G' B/A31 5/A31 A/A32 PROVIDE ASTRAGAL 103 C 2'-O' x b'-8' 1 3/4' 5CWOOD N/A 2" N/A N/A WOOD N/A N/A A/A3I A/A3I A/A32 104 F PAIR T-V x 6'-8' 1 1/5' WOOD N/A N/A N/A N/A WOOD N/A N/A E/A3I F/A31 A/A32 BI-FOLD / FULL LOUVER 05 C 2'-10'xb'-8' 1 3/4' SC WOOD N/A 2' N/A N/A WOOD N/A N/A A/A3I A/A3I B/A32 Diorc C 2'-6°x6'-8' 1 3/4' SCW= N/A 2' N/A N/A WOOD N/A N/A AIA31 A/A3I A/A32 DIO-1 F PAIR I'-6' x 6'-V 1 1/5' WOOD N/A N/A N/A N/A WOOD N/A N/A E/A3I F/A3I A/A32 BI-FOLD / FULL LOUVER 08 D PAIR 2'-6"x/o'-8' 13/4' 5CWCcOp NIA 2' N/A N/A WOOD N/A N/A G/A3I N/A A/A32 POCKET DOOR O9 C T-10'x6'-V 1 3/4' SCWGYp N/A 2' N/A N/A UIOOp N/A N/A A/A3I A/A31 A/A32 D110 C 2'-10'xb'-8' 1 3/4' SCU= N/A 2' N/A N/A WOOD N/A N/A A/A3I A/A3I A/A32 Dill C 2'-10'x6'-8' 1 3/4' 5CW X N/A 2' NIA N/A WOOD N/A N/A A/A3I AIA31 A/A32 D1112 N PAIR 3'-O' x 6'-8' N/A MILORUM N/A N/A N/A N/A WOOD N/A N/A E/A31 FSA31 I A/A32 MIRRORED Bl-PA5S ID113 K b'-O' x 8'-8' N/A ALUM. N/A 4 5/8' N/A N/A ALUM. N/A N/A F/A32 G/A32 H/A32 SLIDING GLASS DOOR NOTE l D114 P 3'-O' x 8'-8' N/A ALUMS LASS N/A 2" NIA N/A ALUM. N/A N/A N/A32 F/A32 L/A32 s/IM I C/A3I M/A28 51M. G/A32 M/A32 nSIM31 D/A3I Q/A3I N/A32 A/A32 A/432 A/A32 : NOTE 1 SLIDING GLASS DOOR BI-FOLD / FULL LOUVER POCKET DOOR POCKET DOOR D115 L 12'-0' x V-8' N/A LU ALUM, N/A 4 5/8' N/A N/A ALUM. L N/ A / N A D116 E I'-6' x 6'-8' 1 1/0' WOOD N/A 2' N/A N/A WOOD N/A N/A 1 3/4' 5CWIOCD N/A 2" N/A N/A WOOD N/A N/A OPTIONAL DOORS OPTDI I C 3'-0' x b'r8' 13/4' SCWLLnD N/A 2" N/A N/A WOOD N/A N/A THESE SCHEDULES ARE DUPLICATED ON THE UNIT PLANS NOTE: SHEETS A19, A21, A23, AND A25 FOR CONTRACTORS CONVENIENCE. SEE SHEETS A-31 AND A-32 FOR DOOR TYPE ELEVATIONS. R pa if-.-il ME ■■\. = = =— ME= \ 1mr, jr ■■ ' ° Lo ■■ Lo , d ■■ ■■ L. CO L ■■ c)) O ■■ •U ■■ C) ■■ U , ■M' ■■ +� v 00 O L O ME-4 N MEMMEME Ems, E■ ■M■� MEN MEN MEMO■■■ E■E■MO■■ MEMMEME No on MOMMEMME MOMMEMEME MEMMOMMEM ■■ ES -lo ■■ ■■■FEES ■umom oll ■11■IZIEVIV1V1111 Et!1171■�1111t11E111 E■M'�I�11°tigli�El,'� iSI■►R.%il��i ■■■117SIII�n/1�l ■■!\■■►. ■■\_ -qn= ■■■Etgm_ NON "Oft ■■■:r• . E■ENl . MEMO[ �w M■M■r` — E■h11, . NOR_ MEE■1`�_ E■ril 4r SOI ME S `\ _ �0ME , ■■I�, ME■■\. ■■ENr'-ftjon �■ '414 mom ■ram,_ INNE ■E 19 SON Moms[ 'r ■E■■( - �► M■■E► 1. \ Sol 0 R ■■ . • ME M■ on mom ■■■ Now ■■NE■ OMEN■■ ■■MM■■M ■■■HEN■■ ENO MEMO■ SEEN■ ■OEM so ■MMM■ ■■ ME J ■SES■ MEE1D©�■■■ Ii ■■■■■■ ■Elmo ■■■■■ E■: ` ROOM FINISH SCHEDULE - CARAGE ROOM FLOOR BASE WALL& CEILING REMARKS NO. DESCRIPTION MATL. MATL. MATL. FINISH MATL. HT. PI01 LOWER PARKING GONG, NONE BLOCK MPWASH UNAINTED GONG. UNPAINTED VARIES SEE PLANS FOR PAVER LOCATIONS F102 UPPER PARKING CONC. NONE BLOCK STUCCO FAINT NONE OPEN SEE PLANS FOR PAVER LOCATIONS 1`103 COVERED CANOPY GONG. NONE BLOCK SPAIN TUCCOo SPAI TO VA P S, SEES PLANS FOR PAVER LOCATION ROOM FINISH SCHEDULE - GROUND FLOOR ROOM `. FLOOR BASE WALLS CEILING REMARKS NO. DESCRIPTION MATL. MATL. MATL. FINISH MATL. H „ GI01 BICYCLECONC- STORAGE S. GONG. NONE BLOCK PAINT PAINT PAINT /2111G102 MAINT. ROOM "1 S. CONC. NONE BLOCK PAINT CONIC.PAINT q-3 /2' G103 EXIT CORRIDOR "I S. GONC. NONE BLOCK PAINTPAINT /2' GI04 TRASH ROOM 01 S. GONG. NONE BLOCK PAINT CPA NG. 8' 3I/2' G105 ELEVATOR LOBBY 01 OF,G.I. WOOD D,W. v.W.G. PAINT D.W. / A.C. TILES VARIES SEE REFL CEILING PLAN G106 STAIR "1 OF.C.L NONE BLOCK PAINT GONG. PAINT VARIES G101 ENTRY CORRIDOR OF.C.I. WOOD D.W. V.W.C. PAINT D.W. / A.G. TILES VARIES SEE REFL. CEILING PLAN GI08 ELEVATOR LOBBY 02 OF.C.I. WOOD . D.U.I. V.W.C. PAINT AG D.W.. TILES VARIES SEE REFL. CEILING PLAN G109 STAIR "2 O.F.C.I. WOOD D.W. PAINT CONC. PAINT VA 1 S GIIO TRASH ROOM 02 S. GONG. NONE BLOCK PAINT CON'. PAINT 8,-3 /211:, GIII EXIT CORRIDOR "2 S. CONC. NONE BLOCK PAINT PAINT' 8'-3 /2"i G112 PUMP ROOM S. GONG. NONE BLOCK PAiNT PA PAINT 8'-3 /2" -- 6113 GEN. AND ELEC. ROOMS S. CONC. NONE I BLOCK PAINT GANG' V-3 /2' _ G114 TRANSFORMER VAULT -_ S. GONG. NONE BLOCK PAINT CPAONIC'INT 8'-3 /2' ROOM FINISH SCHEDULE - FIRST FLOOR FI01 COVERED WALKWAY S. GONG. NONE STUCCO ELAST. PANT STUCCO PANT 9 "00 8'-0' FI02 CORRIDOR "I O.F.C.I. WOOD D.W. PAINT AC TILE FI03 NOT USED N/A N/A N/A N/A N/A N/ NOT USE FI04 STORAGE AREA 01 5. CONC. NONE BLOCK PAINT CONC, PAINT F105 MAINTENANCE / LAUNDRY 5. CONIC. NONE BLOCK PAINT GONG, AINT F106 MECHANICAL ROOM 03 S. GONG. NONE BLOCK PAINT GONG. 9 FI01 CONFRENCE ROOM ORC.1. WOOD D.W. V.W.C. PAINT D.W. / A.G. TILES VARIES SEE REFL. CEILING PLAN F108 MENS LOCKER ROOM TILE TILE M.R. D.W. PAINT TILE M.R. D.W. VARIES SEE INT. ELEVATIONS FOR TILE LOCATIONS TYP. F109 MEN5 RESTROOM TILE TILE M.R. D.W. PAINT TILE M.R. D.W. VARIES SEE INT. ELEVATIONS FOR TILE LOCATIONS TYP. FI10 EXERCISE ROOM O.F.C.I. WOOD D.W. V.W.G. PAINT AG TILE 8'-0" MIRROR WALL AND COLUMN PER INTERIOR DESIGNER Fill STEAM ROOM TILE TILE TILE TILE TILE 1'-0 FI12 WOMENS LOCKER ROOM TILE TILE M.R. D.W. PAINT TILE M.R. D.W. VARIES SEE INT. ELEVATIONS FOR TILE LOCATIONS TYP. F WOMENS LOCKER ROOM TILE TILE M.R. D.W. PAINT TILE.-.-.M.R. D.W- VARIES SEE INT. ELEVATIONS TILE LOCATIONS FOR113 TYP. F114 NOT USED N/A N/A N/A N/A N/A N/A NOT USED F115 MECHANICAL ROOM 02 S. GONG. NONE D.W. PAINT D.W. 9 -0° F116 ELEVATOR LOBBY "3 O.F.C.I. WOOD D.W. PAINT D TILESC' VARIES SEE REFL. CEILING PLAN FIi8 TRASH VESTIBULE 01 S. CONC. NONE BLOCK PAINT GONNT 91-0. FII8 TRASH ROOM 03 S. GONG NONE BLOCK PAINT GANNT FII9 STAIR 01 O.F.C.I. NONE BLOCK PAINT GONG, PAINT VARIES F120 MECHANICAL ROOM 04 5. GONG. NONE D.W. PAINT GA TC g 0' F121 BILLIARD ROOM OF.C.I. WOOD D.W. V.W.C. PAINT AC TILE VARIES SEE REFL. CEILING PLAN FI22 KITCHEN /BAR TILE TILE D.W. PAINT DU.) / A.G. TILES 8'-0` SEE REFL. CEILING PLAN F123 SOCIAL ROOM O.F.C.I. WOOD DUJ. V.W.C. PAINT D.W/ A.G. TILES VARIES 5EE REFL. CEILING PLAN F124 LOWER LOBBY O.F.C.I. WOOD D.W. Y.W.G. PAINT D.W. / A.G. TILES vARN S 5EE REFL CEILING PLAN F125 UPPER LOBBY O.F.G.I. WOOD D.W. V.W.G. PAINT D.W T. / S A.G. ILE VARI S SEE REFL. CEILING PLAN Fi26 SECRETARY OFFICE OF.C.I. WOOD D vw.C.W. WOOD AC TILE 8'- ' FI21 CARD ROOM OF.C.I. WOOD D.W. V.W.C. PAINT AC TILE VARI S SEE REFL. CEILING PLAN 'WOOD SHELVING SEE PLAN F128 MANAGERS ROOM OF.G.I. WOOD p,W. PAINT AG TILE 1'-6" SEE PLAN FOR ALARM/FIRE /SECURITY PANELS. F129 MAIL ROOM O.F.C.I. WOOD D.W. PAINT AC TILE 1'-6" SEE PLAN FOR POSTAL SPECIALITIES F130 TENANT STORAGE 5. GONC. NONE D.W. PAINT LONG. PAINT g, 0, — ROOM FINISH SCHEDULE - FLOOR 2 ROOM FLOOR BASE WALLS CE IL IN �11REMARKS NO. DESCRIPTION MATL. MATL. MATL. FINISH MATL. H 5101 STAIR 01 OF.C.I. NONE BLOCK PAINT PAINT VARI S III 5102 TRASH ROOM 05 5. GONG. NONE BLOCK PAINT CANT g' 5I03 STAIR VESTIBULE "3 OF.G.I. WOOF D.W. FAiNT PAINT VARIES EE REFL. CEILING PLAN 8104 ELEVATOR LOBBY 05 OF.C.L WOOD D.W. V.W.C. PAINT D.W. PAINT VARI S EE REFL CEILING PLAN 5I05 VESTIBULE "3 O.F.G.I, WOOD D.W. PAI T PANT VARI 5 EE REFL. CEILING PLAN 5106 ELECTRICAL ROOM S. CONIC. NONE BLOCK PAINT GONG. PAINT 8, 5107 ELECTRICAL ROOM S. GONG, NONE BLOCK PAINT GONG. PAINT 8, 5108 VESTIBULE "4 OF.G.I. WOOD DW. PAINT PAINT VARI IiS JOEE REFL. CEILING PLAN ELEVATOR LOBBY "6 ORCJ. WOOD D.I.U. V.W.C. PAINT Diu PAINT VARI S IbEE REFL. CEILING PLAN STAIR vESTi�ULE "4 OF.C.I. WOOD D.W. PAIT PAINT VARI 5 SEE REFL. CEILING PLAN E8109 TRASH ROOM '6 5. GONG. NONE BLOCK PAINT PAINTCONC. 61'1102 STAIR "2 OF.G.I, NONE BLOCK PAINT PAINT VARI S ROOM FINI HEDULE ABBREVIATIONS: GENERAL ROOM FINISH NOTES: 5. GONC E ED CONCRETE ROOM FINISH SCHEDULE 15 FOR REFERENCE ONLY. CONTRACTOR CONC, TO CONFIRM ALL FINISHES AND LOCATIONS WITH THE OWNER. OWNER 15 TO COORDINATE SELECTIONS OF ALL FINISHES 11 D.W. CLUDING BUT NOT NECE5A55ARILY LIMITED TO, CERAMIC TILE, K.D. VINYL TILE, CARPETING, PAINT GRADE AND COLOR SELECTION, 5F- MAINTAIN MINIMUM CEILING HEIGHTS NOTED ON FINISH SCHEDULE. ELA5TO NOTIFY THE ARCHITECT IMMEDIATELY IF HEIGHTS CANNOT BE MAINTAINED. NOTE: m, r THESE SCHEDULES ARE DUPLICATED ON THE UNIT PLANS "'' SHEETS A19, A21, A23, AND A25 FOR CONTRACTORS CONVENIENCE. TI01 - OBETE POWERED TROWELED INIK. WALL DOWN SPRAY PLASTER SMOOTH FINISH EL,45TOMERIC PAINT O.F.C.I. : OWNER FURNISHED, CONTRACTOR NSTALLED O.P. ORANGE PEEL M. WASH = MORTAR WASH SHEET -JU-3 FOR WINDOW TYPE ELEVATIONS. r . ,. I ROOM FINISH SCHEDULE- FLOORS 3-`I3 ROOM FLOOR BASE WALLS CEILING REM f�KS NO. DESCRIPTION MATL, MATL. MATL. FINISH MATL. HT. TI01 STAIR "i OF.C.I. NONE BLOCK PAINT CONC. PAINT VARIES T102 TRASH ROOM "l S, CONC. NONE BLOCK PAINT FAIGONNG. TI03 STAIR VESTIBULE 05 OF.C.I. WOOD D.W. V.W.C. PAINT D.w. PAINT VARIES SEE REFL. CEILING PLAN TI04 ELEVATOR LOBBY 01 OF.C.I. WOOD D.W. V W.C, PAINT D.W. PAINT VARIES SEE REFL. CEILING PLAN TI05 VESTIBULE 05 OF.C.LWOOD D.W. V.W.C, D.Uj.PAINT PAINT VARIES SEE REFL. CEILING PLAN 3LooIR3 ELECTRICAL ROOM 5. CONC. NONE BLOCK PAINT CANT F 610R PHONE ROOM 15, GONG. NONE BLOCK FAINT GA GIN 8'-8' F 40oR STORAGE ROOMS S. CONC. NONE BLOCK PAINT GONG. FLOORS 35,�.91I13 ELECTRICAL ROOM 5. CONC. NONE BLOCK PAINT GONG, PAINT FLOOI0R PHONE ROOM 5. CONC. NONE BLOCK PAINT GOING. FLOORS 12 STORAGE ROOMS 5. GONG. NONE BLOCK PAINT GONG. PAINT 8'-8' TI08 VESTIBULE "6 OF.C.I. WOOD D.W. PAI T PAINT VARIES SEE REFL. CEILING PLAN T109 ELEVATOR LOBBY " OF.C.I, WOOD D.W. P.W.C. PAINT D.W.*,5 PAINT VARIES SEE REFL. CEILING PLAN TiIO STAIR VESTIBULE "6 OF.C.1. WOOD D.W. V.W.C. PAINT D.W. PAINT VARIES SEE REFL. CEILING PLAN Till TRASH ROOM 08 5, CONC, NONE BLOCK PAINT PAINT 8'-8' T112 STAIR "2 OF.C.I. NONE BLOCK PAINT CON'. PAINT VARIES EGRESS B LCONY 5. GONG. N/A STUCCO ELAPAINT N STUCCO 8'-8' BROOM FINISH GONG W*T113 TO BALCONY EGDE ROOM FINISH SCHEDULE - ROOF RO i" I FLOOR BASE WALLS CE IL INCH REM41RK& NO. DE6GRIF4TION MATL. MATL. MATL, FINISH MATL. HT. R101 STORAGE S. GONG, NONE BLOCK PAINT GONG. PA INT 10 I/2 1'' R102 ELECTRICAL ROOM 5, GONG. NONE I BLOCK PAINT GONG. PAINT T, 10 1/2 - - _ R103 ELEVATOR MACHINE ROOM 01 S. GONG. NONE BLOCK PAINT CONC. PAINT RI04 ELEVATOR MACHINE ROOM 02 S. CONC. NONE BLOCK PAINT GONG PAINT 8, rot ROOM FINISH SCHEDULE - GUARD HOUSE RO ; M FLOOR BASE WALLS CEILING REMAR<. ) NO, DESCRI TION MATL. MATL. MATL. FINISH MATL. HT. GHI01 GUARD H01jrF TILE TILE BLOCK PAINT PAINT `U 0 ROOM FINISH SCHEDULE ROOM FLOOR BASE WALLS CEILING REMARKS NO. DESCRIPTION MATL. MATL. MATL. FINISH MATL. HT. Ai01 MECHANICAL ROOM S. CONC. WOOD D.W. OP. W /2 COATS PAINT EXP. GONG, A102 W. I. G. 01 O.F.C.0 WOOD D.W. COATS ANT CONCJKD. 8'-8' A103 LAUNDRY ROOM TILE WOOD I D.W. OP. W /2 COATS PANT D.W./K.D. l'-6' A104 COAT CLOSET OF.C.I. WOOD DW, OP. W /2 COATS PANT D.W./K.D. 1'-6° A105 DEN / BEDROOM "3 OF.C.L WOOD p,W. OP. W /2 COATS PANT CONCJIG.D. D.wJKD. VARIES SEE REFL. CEILING PLAN A106 MASTER BATHROOM TILE TILE D.W, OP. W /2 COATS PANT D.W./S.F. VARIES SEE REFL. CEILING PLAN A101 FOYER O.F.G.I. WOOD D.W. OP. W /2 COATS CONCJKD. D.W/KD. VARIES SEE REFL CEILING PLAN A108 STORAGE O.F.C.I. WOOD D.W. W /2 OP COAT5 ANT D.W./K.D. AI09 BATH "2 TILE TILE D.W. O.P. W /2 COATS PANT 7'-6' A110 MASTER W. I. C. OF.C.I. WOOD D.W. OPW /2 . COAT5PAINT CONCJKD. 8'-6' Alll POWDER ROOM TILE TILE DWJ. O.P. w /2COATSPAMi D.W./S.F. 1'-6' A112 W. I. G. "2 O.F.C. W WOOD D.W. O.P. W /21. COATS PANT CONCJKJD 8'-8' A113 BEDROOM 02 OF.C.I. WOOD D.W. OP. W /2 COATS PANT CONCJKD, A114 MASTER SUITE O.F.C.I. WOOD D.W, OP.5 PANT w /2 GOAT CONGJKD. 8' 8' AI15 GREAT ROOM OF.G.I. WOOD D.W. OP. W /2 COATS PANT CONCJICD. 8'-8' AI16 KITCHEN O.F.G.I. WOOD D.W. OP. W /2 COATS PAINT CONCACD D.wfKD. VARIES SEE REFL. CEILING PLAN AIM BREAKFAST NOOK O.F.C.I. WOOD D.W. . OF W /2 COA%PANT CCNCJKD. 8'-8' A118 DINING ROOM O.F.C,I. WOOD D.W. OP. W /2 COATS PANT CONCJKD. 8'-8° AII9 I ALL BALCONIES 5. CONC. N/A I STUCCO ELA5T0. STUCCO g'-g BROOM FINISH GONG. W*PAINT TO BALCONY EGDE ROOM FINISHI SCHEDULE - UNIT "B" RO M FLOOR BASE WALL& CEILING REMARKS NO. DESCRIPII, ION MATL. MATL. MATL. FINISH MATL. HT, 5101 MECHANICAL ROOM _ S. GONG. WOOD D.W.O.P. W /2 COATS PANT EXP. GONG, 5IO2 KITCHEN O.F.C.I. WOOD D.W. P. W /2 COOATS PANT CONC./KD. D.w./KD, VARIES SEE REFL CEILING PLAN 5103 FOYER O.F.C.I. WOOD )w. OP. w /2 COATS PANT CONC,/KD. D.W./K D. VARIES SEE REFL CEILING PLAN 5I04 LAUNDRY ROOM TILE WOOD D.W. OP. w /2 COATS PANT 5I05 CLOSET O.F.C.i. WOOD D.W. O.P. w /2 COATS PANT 5I06 DEN OF.C.I, WOOF W D.W. OP. W /2 COATS PAINT CONC./K.D. D.W.A<.D. VARIES 5EE REFL. CEILING PLAN 5101 MASTER SUITE ORC.I. WOOD D.W. OP. W /2 COATS PANT CONCJKD. 8'-8' 5I08 MASTER W. i. C. O.F.C.I. WOOD D.W. R W /2 O COATS PANT ICONGJKD. 8'-8' 5109 MASTER BATHROOM TILE TILE D.W. OP. W /2 COATS PANT D.W.15.F. VARIES SEE REFL. CEILING PLAN 8110 DINING ROOM OF.C.I. WOOD D,W. OP. W /2 COATS PANT GONGJKD. BIII GREAT ROOM O.F.G.I. WOOD D.W. O P, W /2 COAT$PANT CONGJKD. 8'-8' 5I12 BEDROOM 02 O.F.C.I: WOOD D.W. OP. w /2 COATS PAINT CONG KD. 8'-8' 5113 W.I.C, "1 O.F.C.I. WOOD D.W. COOP. PAMT C�ICJKD. 8'-8" 5114 BATH 01 TILE TILE D.W. OP,COATPA/2INT D.W./S.F. 1'-6' BI15 ALL BALCONIES S. CONIC. N/A STUCCO ELA5T0. PAINT STUCCO 8'-8' BROOM FINISH GONG.'500 TO BALCONYPr-DE 5I16 OPTIONAL LAUNDRY ROOM TILE WOOD D.W. O.F. W /2 COATS PANT D.W/K.D. 1'-6" 5111 OPTIONAL BATH 02 TILE TILE p.w. oP. w rz wo-'A PAINT D.W./5.F. 1'-6' ROOM FINISH ROOM FLOOR SCHEDULE -` UNIT"C" BASE WALLS CEILING REMARKS NO. DESCRIPTION MATL. MATL. MATL, FINISH MATL, HT. C101 MECHANICAL ROOM S. CONG. WOOD p,w. OP. W /2 COATS PANT EXP. GONG, C102 FOYER O.F.C.I. WOOD D.W. OP. W /2 PANT CONCJK.D.GOATS 50<6 VARIES SEE REFL. CEILING PLAN C103 CLOSET "I O.F.C.I. WOOD D.W. COOAT$PANT 1CONCJKD, 8'-8' C104 DEN / BEDROOM 03 O.F.G.I. WOOD D.W. oOATSPAMT GONCIK.D. 8'-8' CI05 BATH 02 TILE TILE D.W. O.P. U) /2 COATS PAINT D.W./S.F. 1'-6° CI06 BEDROOM 02 OF.C.I. WOOD D.W. O.P. W /2COATS PAINT CONCJKD. 8'-8- CI01 W.I.C..F.C.I.O G"2 O.F.C.I. WOOD D.W. P. W /2 COATS PAINT CONCJKD. 8'-8' GI08 BATH 03 TILE TILE D.W. Opp S FAINT D.W./SF. 1'-C6' CI09 COAT CLOSET O.F.G.I. WOOD D.W. OP. W /2 COATS PANT D.W./K.D. 1'-6' Ci10 LAUNDRY ROOM TILE WOOD D.W. O P. W /2 GOATS PANT Clll DINING ROOM OF.C.I. WOOD D.W. OP. W /1 COATS PAINT CONC./KD. D.w./KD. VARIES SEE REFL. CEILING PLAN C112 MASTER BATHROOM TILE TILE D.W. oP. W /2 GOATS PANT DW./S.F. VARIES SEE REFL CEILING PLAN C113 MASTER W. I. C. O.F.G.I. WOOD D.W. O P. W /2 COATS PANT CONCJKD. 8'-8' GI14 KITCHEN O.F.C.I. WOOD D.W. O P. W /2 COAISPANT CONCJK.D. D.w./KD. VARIES SEE REFL. CEILING PLAN CII5 GREAT ROOM O.F.G.I. WOOD DIU OP. W /2 COATS PANT CONGJKD. 8'-8' GI16 BREAKFAST NOOK O.F.G.I. WOOD D.W. P. w /2 COATS PANT GONG./KD. 8'-8' CIII MASTER SUITE OF.C.I. WOOD D.W. o P. W /2 COATS PANT CONCJKD. 8'-8• CI18 ALL BALCONIES S. CONC. N/A I STUCCO ELASTO. A STUCCO g'-g' BROOM FINISH CONIC. 00° TO BALCONY EGDE ROOM FINISH SCHEDULE - UNIT "D" ROOM FLOOR BASE WALLS CEILING MATL. HT. REMARKS NO. DESCRIPTION MATL. MATL. MATL. FINISH Di01 MECHANICAL ROOM S. CONC. WOOD D.W. OR W /2 COATS P NT EXP. GONG. 8, 8, D102 FOYER ORC.I. WOOD D.W. OP. w n CO TP INT CONC/K5 D.wJKD.D. VARIES SEE REFL. CEILING PLAN Df03 COAT CLOSET O.F.C.1. .WOOD D.W. OP. W /2 GOAT5 PAINT D.W./K.D. D104 LAUNDRY CLOSET TILE WOOD D.W. GOATS AMT D.W./K.D. 1'-6° D105 HALL OF.C.I. WOOD D O P. W /2 COATS COATS PANT OP W /2GOATSPANi D.W./K.D. 1'-6' D106 BATH TILE TILE D.W. D.W./S.F. 1'-6" D101 CLOS T OF.C'L WOOD D.W. OP. W /2 GOATS AMT D.W./K.D. D108 DINING ROOM OF.C.I. WOOD D.W. O P. W /2 COATS PAINT CONCJKD. 6'-V D109 PEN OF.C.I. WOOD D.W. O P. W /2 COATS PAINT CONC./KD. D,W KD. VARIES SEE REFL. CEILING PLAN DI10 MASTER BATHROOM TILE TILE D,W. COATS PANT OUT-/2- D.W./S.F. VARIES SEE REFL. CEILING PLAN D111 MASTER W. 1. C. OF.C.I. WOOD D.W. O P. W /2 COAISPAINt GONCJKD. 8'-8' D112 KITCHEN O.F.C.I. WOOD D.W. oP. GOATS PANT coNGKGD. D W.AC D. VARIES SEE REFL. CEILING PLAN D113 GREAT ROOM OF.C.i. WOOD DW. O P, w /2 GOATS PAINT GONC/1CD. 8' 8' D114 BREAKFAST NOOK OF.C.I, WOOD D.W. 12 OAT COATS PANT CONCJKD. 8°-8' D115 MASTER SUITE O.F.C.I. WOOD D.W. O P. w /2 GOAT5PAM7 CONGJKD. 8'-8' D116 ALL BALCONIES 5. CONC. N/A STUCCO EPASN0 STUCCO 8'-8' TBO BA�LIGONYHEGDE 90' _ WINDOW SCHEDULE — UNIT "A" MARK DESCRIPTION DETAILS REMARKS NO. TYPE WIDTH x HT. H J S Al C 4'-0" W. x 2'-0' H. I/A35 3/A35 4/A35' HORIZONTAL SLIDER A2 B SEE PLAN W. x 6'-0' H. 2/A35 3/A35 4/435 NOTE 9, NOTE 10 A3 A 13,-5, W. x V-8' H. 2/435 5/435 8/A35 3RD THRU 12TH FLOOR NOTE 11. NO Ba WINDOWS IN UNIT n" WINDOW SCHEDULE — UNIT"C" MARK DESCRIPTION DETAIL S REMARKS NO, TYPE WIDTH x HT. H J S GI C 4'-0' W. x 2'-0' H. I/A35 3/A35 4/A35 HORIZONTAL SLIDER G2 B SEE PLAN x 6'-0' H. 2/A35 3/A35 4/A35 NOTE 9, NOTE 12 WINDOW SCHEDULE — UNIT "D" MARK DESCRIPTION DETAILS REMARKS NO, TYPE WIDTH x HT. H J S DI B SEE PLAN x 6'-0° WINDOW H. 2/A35 3/A35 4/A35 NOTE 12 SCHEDULE — FIRST FLOOR MARK DESCRIPTION DETAILS REMARKS NO. TYPE WIDTH x HT, H J S FI D 3'-0' x 4'-4' 6/A35 6/A35 1/A35 DOUBLE HUNG F2 ll/A-30 5'-0' x 4'-2' A/A30 A/A30 A/A30 WOOD WINDOW SEE SH. A-30 FOR ELEVATION F3 1/A-30 5'-0' x 4'-2" A/A30 A/A30 A/A30 WOOD WINDOW SEE SH, A-30 FOR ELEVATION F4 Il/A-30 5'-0' x 4'-2' A/A30 A/A30 B/A30 WOOD WINDOW SEE SH. A-30 FOR ELEVATION F5 M/A-30 5'-0' x 4'-2' A/A30 A/A30 5/A30 WOOD WINDOW SEE SH. A-30 FOR ELEVATION F6 Il/A-30 2'- a' x 4'-2' A/A30 A/A30 A/A30 WOOD WINDOW SEE 5H. A-30 FOR ELEVATION F1 Il/A-30 5'-O' x 4'-2' A/A30 A/A30 A/A30 WOOD WINDOW SEE 5H. A-30 FOR ELEVATION F8 it/A-30 5'-0" x 4'-2' A/A30 A/A30 A/A30 WOOD WINDOW SEE SH. A-30 FOR ELEVATION WINDOW SCHEDULE — FLOORS 2 — 13 MARK DESCRIPTION DETAILS REMARKS NO. TYPE I WIDTH x HT. H J S TI I 14/A-30 2'-8' x 1'-4' J/A29 A/A29 D/A29 I/A29 NOTE 13 NOTE 9: THIS WINDOW SHALL BE 'SEE PLAN W. x 6'-4' HIGH AT PENTHOUSE (13TH FLOOR) ONLY. NOTE 10: BAY WINDOW, DOUBLE HUNG WITH TILT FEATURE REQ. FOR ALL THREE WINDOW FACES. UL NOTE II: a THIS WINDOW SHALL BE ''-3'-8' W. x 9'-O' HIGH AT PENTHOUSE (13TH FLOOR) ONLY. NOTE 12: BAY WINDEJW. CENTER DOUBLE HUNG, SIDES FIXED. NOTE 13: WINDOW LOCATED IN EACH STAIR VESTIBULE TYPICAL. 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F+av+,>t�°:•'�i:,:?' yq:,l�`�°P"f: � atl:va „�,�,:. ¢a[ • r 'tt 8S, s fir; ,. '. - - - - - ■■ r �r; �� . - _,n _ �...,,,.. a, ,,,re+r',¢ „� v.,,l K. f...X.<�,+'a..,.T s 3 .^s �i k �Y w _ r , Fa4.e rvE "m'r3 11rE_ a S` "b'v` d`. 3`r$� iY »l 4 f e _ n I ►� � 4 --- n o Tr 1 :f -�b u Ip rRSr I�- �,.5 Iooll {t r rl ,ry 1 W MES RESTROOM , (rev.) A41 ICI -.k k , .`"`{t i rtcF 'Y ' ,'-.^�•' rcE en'w F Kea' '„eL n fi i. 3 i .�'..:H �a°14b t p 74 •h 4 N I O. «...4n ;�'v a.. § xra ..Y'-v-il .,.rut `$Ar+a,BR. m 5'\ WOMEN'S RESTROOM I I 7 =- LL_ f 4. r• �f? MEN'S LOCKER ROOM (sim"/rev.) WOMEN'S LOCKER ROOM (rev.) x N h> 1R F v. I o � v M,� Apl U Au G E �,+d ,._ n as^t �e •" �C�ry z° ,x �h° r_ mil '+�'. 9hltl 4� �r �.": ,11a1 1 srf, rl6 h y I l o° 1 � nI.MEN'S RESTROOM (rev.) `G I \ G b r+ow \ i 4ocAT�D �EH1ND ryP,lf qR MEN'S RESTROOM (rev") U WOMEN'S RESTROOM (sim,/rev,) z.: {pt.yi'- "� A•% no / IZ 13 / 15 i7` N \ n �� �col 4� WOMEN'S RESTROOM {{ f 10 MEN'S LOCKER ROOM (sim_/rev,) 11, MEWS LOCKER ROOM (sime) 4.n; WOMEN'S LOCKER ROOM (rev.) A4 WOMEN'S LOCKER ROOM �x a. � I\ 7 r _ ,� II II �0 _ - i BAR ■�l 4 MEN'S RESTROOM (rev,) A4 WOMEN'S LOC R ROOM MEN'S LOCKER ROOM FIXTURE MOUNTING SCHEDULE (unless otherwise noted); 1. MIRROR - 6'-2" TO TOP, 1/4" ABOVE COUNTER HACKSPLASH. 2. TOILET PAPER HOLDER - 1'-6" TO CENTERLINE. 3 TOWEL BAR AND SHELF - 4'-6" TO TOP. 4. ROBE HOOK - 4'+0" TO CENTERLINE. 5. SOAP DISH IN SHOWER - 42" TO CENTERLINE. d: al 0 INTERIOR ELEVATION KEYNOTES:��� rr" 1. SEMI -RECESSED PAPER TOWEL DISPENSER/TRASH RECEPTACLE. 26. CERAMIC SOAP DISH.' 2. CERAMIC TILE WALL BASE. - 27. FLIP -UP SHOWER SEAT PER HANDICAP REQUIREMENTS. 3... CERAMIC TILE WALLS) WHERE SHOWN. 28. : SHOWER SPRAY UNIT WITH 60" HOSE PER HANDICAP REQUIREMENTS. 4. URINAL. 29. CONTINUOUS L-SHAPED GRAB -BAR (ONE LEG TO BE 2'-6" LONG AND THE 5. SINK. - OTHER TO BE 3'-0" LONG). 6. SOAP DISPENSER MOUNTED IN COUNTERTOP. 30. 3'-0" WIDE X 3'-0" HIGH OPENING. 7. PLASTIC -LAMINATED COUNTER. 31. PLASTIC LAMINATE UPPER CABINET(S), AS SHOWN (PROVIDE WITH TWO 8. 4" HIGH LAMINATED BACKSPLASH (PROVIDE ENDSPLASHES WHERE ADJUSTABLE SHELVES INSIDE). SHOWN). 32. REFRIGERATOR SPACE. 9. 2'-0" WIDE X 2'-6" HIGH WALL -MOUNTED URINAL SCREEN. 33. STOVE SPACE. 10. PLASTIC -LAMINATED SKIRTING, AS SHOWN. ATTACH AT ENDS WITH 34. RANGE HOOD. CLIP ANGLES. 35. 3" LAMINATED TOE SPACE. 11.. PLASTIC -LAMINATED END PANEL, AS SHOWN. 36. PLASTIC LAMINATE COUNTER (SEE FLOOR PLANS).. 12. MIRROR. 37. PLASTIC LAMINATE BASE CABINETS), AS SHOWN (PROVIDE WITH ONE 13. FLOOR -MOUNTED TOILET PARTITIONS. ADJUSTABLE SHELF INSIDE). 14. WATER CLOSET. 38. WOOD BASEBOARD: #618 (9/16" X- 5 1/4") BY "BROWNS MOULDING 15. WALL -MOUNTED SINK. CO.", OR APPROVED EQUIVALENT. 16. TOILET PAPER HOLDER. 39. DISHWASHER SPACE. ` 17. 2'-0" WIDE GRAB -BAR. 40. DOUBLE SINK. 18. PROVIDE PLASTIC -LAMINATED INTERMEDIATE SOPPORTS FOR SKIRTING, 41. OPENING• AS REQUIRED. 42. PREMANUFACTURED POSTAL UNITS (5 WIDE AND 6 HIGH) RECESSED INTO 11AJ. SOFFIT. WALL. 20. PREMANUFACTURED WOOD LOCKERS. 43. PREMANUFACTURED POSTAL UNITS (4 WIDE AND 6 HIGH) RECESSED INTO - 21. 3'-0" LONG PREMANUFACTURED WOOD 8 PLASTIC LAMINATE BENCH. WALL. 22. 1'-6" TOWEL BAR AND SHELF.' 44. PREMANUFACTURED RECESSED UNIT DIRECTORY. 23. ROBE HOOK. 45. PREMANUFACTURED RECESSED OUTGOING MAIL -BOX. 24. SHOWER CURTAIN ROD (PROVIDE WITH CURTAIN AND CURTAIN BOORS) 46. STRUCTURAL COLUMN EDGE. 25. %Z" /YARBc.6 CVRB •� �v� t ,, j, ' .' ,.., _ ..�' ,?, "% , li'' , :�'s�'? • r, , r {i 1 a M> BAR. 4 71, ni 4,50 mkii �„ " _ -, yP,Pa". Z�. �y x a �M�M1 III'Il�lll11� i AMEN ■vvv ■MEN ■vv0 ■■■� ■Ov0 ■MEE ■�v0 ■NEE ■ses w a I I M1� 5 it MAIL ROOM r"�sY l2 42A1�-INGr Izx bxl eo �Mu G10WTI 1 -BOWS �.AuLKIuGT: - I'T-(r E 4 r" ,,TUGC o 12 EGT I-E-f ei,�y I Foi V-F-6rLE -7 Gow. F, I L94 ouTINUOus i�AOT 4TV-W - oN SLopEe "�o�la(rlrE" �� � 4;a,IGrHT-\VEI�h+T GAF-IGt�ETE 1<-IL,UL- Mti I3OAIii OW I200F44er BASE , IN STALL ?' -42 HAUU- lo ':FAGtur�E)2'S 41 �I9 MAIL RO I1� BAR A A 4 INTERIOR ELEVATION KEYNOTES: 1. SEMI -RECESSED PAPER TOWEL DISPENSER/TRASH RECEPTACLE. 26. CERAMIC SOAP DISH. 2. CERAMIC TILE WALL B SE. 27. FLIP -UP SHOWER SEAT PER HANDICAP REQUIREMENTS. 3. CERAMIC TILE WALLS) WHERE SHOWN. 28. SHOWER SPRAY UNIT WITH 60" HOSE PER HANDICAP REQUIREMENTS- 4. URINAL. 29. CONTINUOUS L-SHAPED GRAB -BAR (ONE LEG TO BE 2'-6" LONG AND THE 5. SINK. OTHER TO BE 3'-0" LONG). 6. SOAP DISPENSER MOUN ED IN COUNTERTOP. 30. 3'-0" WIDE X 3'-0" HIGH OPENING. 7. PLASTIC -LAMINATED C UNTER. 31. PLASTIC LAMINATE UPPER CABINET(S), AS SHOWN (PROVIDE WITH TWO 8. 4" HIGH LAMINATED BACKSPLASH (PROVIDE ENDSPLASH S WHERE ADJUSTABLE SHELVES INSIDE). SHOWN). 32. REFRIGERATOR SPACE. 9. 2'-0- WIDE X 2'-6" iIGH WALL -MOUNTED URINAL SCREEN. 33. STOVE SPACE. 10. .PLASTIC -LAMINATED SKIRTING, AS SHOWN. ATTACH AT E IDS 11i 34. RANGE HOOD. CLIP ANGLES. 35. 3" LAMINATED TOE SPACE. 11. PLASTIC -LAMINATED END PANEL, AS SHOWN. 36. PLASTIC LAMINATE COUNTER (SEE FLOOR PLANS). 12. MIRROR. 37. PLASTIC LAMINATE BASE CABINET(S), AS SHOWN (PROVIDE WITH ONE 13. FLOOR -MOUNTED TOILE PARTITIONS_ ADJUSTABLE SHELF INSIDE).. 14. WATER CLOSET. 38. WOOD BASEBOARD: #618 (9/16" X 5 1/4-) BY "BROWNS MOULDING 15. WALL -MOUNTED SINK. 'I': CO.", OR APPROVED EQUIVALENT. 4 16. TOILET PAPER HOLDER'+o R39. DISHWASHER SPACE. 17. 2'-0" WIDE GRAB -BAR 40. DOUBLE SINK. 18. PROVIDE PLASTIC -LAMINATED INTERMEDIATE SUPPORTS FORS IRTING, 41. OPENING. AS REQUIRED. 42. PREMANUFACTURED POSTAL UNITS (5 WIDE AND 6 HIGH) RECESSED INTO 19. SOFFIT. WALL. 20. PREMANUFACTURED WOOD LOCKERS BUILT INTO WALLS, AS SH )WN. 43. PREMANUFACTURED POSTAL UNITS (4 WIDE AND 6 HIGH) RECESSED INTO 21. 3'-0" LONG PREMANUFACTURED WOOD 6 PLASTIC LAMINATE B NCH. WALL. 22. 1'-6" TOWEL BAR AND SHELF. 44. PREMANUFACTURED RECESSED UNIT DIRECTORY. 23. ROBE HOOK. 45. PREMANUFACTURED RECESSED OUTGOING MAIL -BOX. 24. SHOWER CURTAIN ROD PROVIDE WITH CURTAIN AND CURTAIN BOOKS). 46. STRUCTURAL COLUMN EDGE. I 25. 4" HIGH SHOWER CURB 1 kF, Y " { �.� vcFl SHO mai s(ULGO 1 I-�H Is N GAULV_ ,rlal ,.* x IQU►ra- a,p . = �� WAT�421�kz O �� GotJG, �2A�G fit, °411 4TI-U6 V L b b ° i it GGPLIT11-IU0U f' q e a 1'�Y�v oov x 1 !4 DETAIL SCALE: Y J� 'M Lit DETAIL [P � ),��;41 A4 SCALE: i�);)yM1M1'y. furyl � ��Y �yJ AJ'is.. 4 BAR A ,,li MAIL ROOM A4 FIXTURE MOUNTING SCHEDULE (unless otherwise noted). 1. MIRROR - 6'-2" TO TOP, 1/4" ABOVE COUDIMER BACKSPLASH. 2. TOILET PAPER HOLDER - 1'-6" TO CENTERLINE. 3. TOWEL BAR AND SHELF - 41 TO TOP. 4. ROBE HOOK - 4'-0" TO CENTERLINE. 5. SOAP DISH IN SHOWER - 42".TO CENTERLINE. d- =�9 tJ II � 1 " IN `'i d 5�8" Gax p[--4W00r,> - �,DLJL, 12Oot= sLAb, ' STV_UGTUr2AL V"\\ItW GTE 3/4It �TUi r10I-7H vpJ EXFAIJ PEP H ETAL L,ATI-1 00 'I GAIJVL X IT- It CL.I I/ZI' &xTkt2-lav_ 6r-(r,�,+aH goA►2n 0}I 35�°0" MET/1LTU�a ll-I *.(1 �a Loo�v_&Tf_ LAis, SEE �1IzU GTU►2 L. Z\ , 35��� HETAI_ �TUbS �oNtINU 12E6TA,.0 kz 11-16rHT, bV--(QALL 12o E e 6EAV, - Li6rHTIW6r ul,-IEL. �Y- i blvl,�ifl i I CO , l �oUL�ET i�l.or,fz �I.d��, ��� �T�U U12AL b\VCzs' �'rUZo TIz�L �01NT - �TUL IL11-�ti G�J fXVA Pa pL LATH Gti.l ''GAtiIV X IL I' 0� 1) If DETAIL SCALE: �_ Vf' lock ��IDn �?10M DF �LA>a Ifi ME ITAL PA-T e>4AUINEL.17 0- Z4" O,G. Gu 11��6 If GNAtL►JELS e Z4 D.G, �uS1�El-�I�EI7 FIFO M COl-1G12E?E �L413 AOOVF , t)L Oil I30TroH OF ALAI; �h ,TU000 WIT14 %AS10CT Rr=Ak:�, U L1� U ►..14� l-I �r H T. IbIVISIo�J I �, 2 1114111111 m, ri Imm I'll A A DETAIL 43 SCALE: — ��?fti'�FIIJI�HEb AI-UMI�.1uh1 �I, P ?AUEL, 1b t1AT6N 4UTTEVZ, �oLbEl2 ALL I �f2�PF-II�4Ep I % ALUMIWUH Ii1TF,4VAL �UTTE'LL. �.EFE� TU '�� hh�� 1t PRAVXW A l., 16' ,,'T U GGq F 1►...! DETA ILWQ 1`L"!, A, �� SCALE: �F� 1¢ 4111 j� E UTrE Ir C 4 LOf'E Vo \VIU ro TH1zu- \\/ALL 'bXt)XI6 �HLI DETAIL ETAS I:UP-vzl �- gL<6 4l, UOGK �o�VNI TEXTU Eb '°'' TI211' FLoIe-E-�-LE IGrHTI�JeT X 6vAGE �E11V Ep ,AGH LION T FIXTuw-E, Iasi- 44v CiMcL)Lbl' X (PA-1 tJG" G12 a1�V�Y20`/En' EQU I VA I✓E{,4 T X4 F101I ,HEb Luh E12, y k I9'(I(1VA LL GOZ2 4 E L 6 `R" , a ' AI�t I�I�IuE �'� , FLOOW- 4,LAE T7E2 , ATTAGH To ALA P2 PE K- MA"Q F- Ar<TUI�EI�' KZEr;OMNEub- ATIOu C o►t pi+ -LATE — UIt1� �T LtU�AL 06rINE E V a'�.1E- Nora �Ir2E-ieATEa — WV0 , KF-IFTo F112 �A E11' PLA�4 1/2,° X-Y\V L OW %14J!' METAL HAT 6HAIJIJEL'e, — G Z411 n.G, op 1 1/'Z° MErA� � A�l.�ELS �g2oM (,obi �LAf3 tH4 A �RuI Ep — FIDE `'Hu rrE�z ,'JuFAG u��1�) VQ; -NoU IaE- VKATEb \VALL SLY PEW.-- WI'ZoO. zEIFF-a TO 11F1a-E �,A ET`" pt,AN�lI Woop 9L C lu G Ae-1 Ike �2EQLaI�.E TEE L TU r. I _ FLo�►2 T TVZUGtL1t2E' —+ + A, 12-E 4 i �• ---- �,TEEL, p r �LaIvE. - Q F, o jTEE L HAd FA 7L I-, Erz's �.ELOM►-t� QTIa�� �, 12 TUbS kp. 1 J y e q4j ",y '�F-. d �' A w 4 �. �`u ✓I �� �s �.'�yy' v � I II � @ km •'� �. �f=.AM1:453.1 :A e�S E DETAIL A 4 SCALE: a�Yr f 5 ,I METAL �TUY7 ���C IJC�A P X E 0 P F- L-I le- To Ai3ovE. Lri. T Goie " C5 ¢w_ �OV£I� C4�UlV, AEe -UI�tE.� FLA�Hl�1C� &A, hr �1ti1, I E FLAW6F, ACH TO \VALL, k T �4LIr 113EYoo1T SL0PF-0J01-1 t 4 GWETE 00 SrA . �El� Iu�Ut,1�El� t-QTIoN �oArzL; 7 FIIJCr UA�E. IN " 1A0UFA-GTuvz;r ' GIFIGATIDr..r ]F) DETAIL SCALFtt�44, k F. D DETA —4 3 SCALE: I SEA I 1/ ht?:! WAIL, 4 (:!)"12-i9 i5LAIJY. T II-ISULATIOi.J. /'Z" OI A1VALL ON 7/1b° METAL I4AT GNAW- JELe. aZ4 01-a 11/7," M ETA.L z- 6HAW"E Le, e Z411 Kr2oM SLAt3 Af3oV�. , I4' o„ 4.F.F, 'V-006V-- [20 TEXTutz�b Fiu�S� 35/t)" METAL 4Tun F12AH11-16t C I6"67,6, EXTEIaI? 4 GEGU12E To 4LAb A13OVE., '/?," bt2`1vVALL &V). 6U2,F E> -4 PF-P ACOUSTICAL TII-E L E I L 11--I GT. a= b�Y\VALL �o�NE4� pEAp L7Yp,j. 1 1 / 2": V -0" GI.-opE �TUGG rl4ol-1 E-A�H CAS �No\vI-i ZPWT UUvUS ��-ILL�VOi2K• �` 12.AILINI�) `�TUGGo Go%�l STUL�� I OII uoiL.E Ico 6rAu4E ETAL STUB KE AH O SI'A� OPEI-al�� �/`bMETAL `?rue 12A�1�G� � ICo"G.G: EAI� hVYWALL CTYP G WALL SECTION 43 SCALE: 3/4":1' .0" ��1:�lul�HEV ALUMII-1uM �AILIu�{ 0 nx o XI & CHI '�EE. b1VCf�. 'i%640 �A�IrlCT Alm 4 GtaULI �T�?.uuTUt'�AL IJ�AvVlu�-� WASH TO ALL Ill' EXI'A� �lor-� Jo1�-r �'v1. {��,II.IV/kTl°1..J 11..11'��ylijArlOt...( W9' Il, a plank TIN e�® "A■ 3": V-0" 3":1'-0 ■ommmu■ orrmwTv L&&i �XSXI(v GMU. FILL 6EU,, ABOVE AGCE�� '14" H. x 3611\ur AEU AoUM AzLEA�> pA�4EL. ®ETAIL 4 SCALE: JAN]I loLaL12EtE BEAN. pE12 ti b n "r Tt2UGTUYLAL bkVl� s/�' �tuLLo FI►JI�Nr e I b 5�8.� �T UGGo FI�I�H- �, {7rL I FBI Wo MOV)-TAC \UQ,?�H � rA1ur, �tuLL0 GQSiueT�5Abl — IAVEL 4TU6601 Io�.IT P41P 6rv2oovF pYLEFI�I�NEp ALUMIIIUNj ALUMIIJum tPF7 a A I L. �0 MoU�1TINCT y Fs ;5" < Q 1 i 1 J E! DETAIL xq l p SCALE: 1 112":1'-0" „< �'I�.�FII�.1iSNi:b A�uMltiaUt� ai - ' F I � 3 r, a F "ts V O y +1 I� t- �vW 1 ��EFi�I�a�r� ALur1�uur1 QX;�� MOJOTIu(� FLAWef \� 1 T H � H j� � P Pd ST . 0 �... ;( BTU O �ow_ou z 5EAt7 L1 ° � I � o n+ 516' rUGGO FIOISM+ TILL GELD �9E1. 7,f a f� s. r A Y 5 r f r +4e'�x I�rA\vifUc,�� A37, s�Ir - I �r 4�� i DETAIL " 'r Alf 3 s p I it- 4 SCALE: 1 1/2" 1' 0,. M iIf ° YY ; Al -ul-AIuuMr�FfLAME � a V" r � '�mS , i � ✓ I �1 b 2 'A' , 1 d y r 4 Y t �j �. , k , { FA � •rE. HOU0TIUJ4 51-A0erE �� �: p �� � ��� >� 1 f rl{1 1L1 �ELL� 1 � r " a,rc`a, °t1 lw� a�'' u. D r E 4 SCALE_: 1 1/2":1' RIM ,.guy ... .� , or V V V O 1/$II 'M1'Y...rLeR Y"' �12oM E GN �IbE, �TUGG ►2►- to 13EAb CTYP). — G 9 516"4rLgeo Fiw ►,�H �14 m N VEl;p Noy E� o �IOr5 b MV0 To OUteIbE >'� ►n SL►2 EE►J ou 1Q4IVE, TUG o A�IWT �,FEAb1 = n 0 �O U E ALAS I SE E . �7►2U ? ,A4 bwG D, 411111 lo 'SIR"IN, 1 .1 n DETAIL I I'M OX°Jxilr GM�I. �. — �IUGto GA IN 131xA►? — KILL 6EU1:6 W/eOWUETE, LlQule- At�i'L1�i� — \VATEie VP_ ooF I0 G 00 FLAoTErZ WALLe, d Rook \VITH L. AJV_ Ck A►°E A►26H ITC,GTI I11 �T►_u6TU► -AL— G o W M W ,�Toe,&v GOr2>A�t2 GEA12 6T-(V.), , 12xbx160 GNUr— - I 4TU640 600TOIa ,o IW f �AdW (�110E I THIS LOOT1A..J1 F DETAIL S Slrt / jefu rL9f FIN15�4E.P = AI-W rl I IJ u H IzAL.lk! 4 DH GARAGE/TOWER INTE 44 SCALE: RFAC IXIo P►uI4,HF t? L0Hk5E►- LAP W/ ►2ouuX-P sec,E� �oN r Ilz"' X Ilz" QUAV2rE12 t2oUNt Mout,nlNCr' Z.X6 STIFFEuEw- 1/, " FA.. evIPE. 6" METAL �TueL E SECTION 1/4":V-0" DETAIL 44 SCALE: 3":1'-0" N /r I I I I I I 4KyU6rHT \\/F—LI_ CT--fr) ul'!'EI2 p6.12K11._1C� �7EGK t� ra 27. IIII 231-ou � rJ W 11!ou A 0 SE DRAWINGS u p 1 { a :'-XmP.'Jkdvs ..!� 'SS u� t Fp, pk Y �.. IS AvN1CrUa? PH0Le,� �-7, ' 9.0 F1_002 ELEVA'TIOO �40vv� 6 J CIVIL pr ANl+-Ir . m w EAST ELEVATION SCALE: I IWUH A K,F WEST ELEVATION �Q�.i%�L• ����rk gym, w _7�r G ^IMI^� NORTH FI FVATIONI (SOUTH RFVFRSFn) " -@ WALL SECTION c COUNTER ELEVATION ���4 \ Ir A4 SCALE: ,x� A ���'Ixa 45 S-,ALE. 1/2";1'-0" / ` _L- / - pJv -r's GUARDHOUSE DRAWING KEYNOTES: 1. FOR A/C UNIT BELOW WINDOW. PROVIDE OPL,NING AS REQUIRED 37. 6" CON BLANKET INSULATION. I I FOR UNIT CHOSEN. PROVIDE PRECAST CONCRETE LINTEL AT HEAD OF. 37. 4" CONCRETE SLAB R/W 6 X 6 1.4/1.4 WWF ON MIL. VAPOR OPENING. BARRIER ON CLEAN, COMPACTED AND TREATED FIL 4� 2. 1'-0" DEEP PLASTIC -LAMINATED SHELVING, AS SHOWN. SPACED 2'-0" 38. FILL CMU COURSE AT SILL OF STOREFRONT SYSTEM ITf CONCRETE AND*x`ir Ft'' O.C. VERTICALLY FROM FLOOR TO CEILING. 1-#50 BEHAR. i w 3. SURFACE -MOUNTED TOILET -PAPER HOLDER. MOUNT 1'-6" A.F.F. TO . ALUMINUM SILL FLASHING TO MATCH STOREFRONT FST 40 CENTERLINE OF HOLDER. 40.. CAULKING, TYPICAL EACH SIDE (TOP S BOTTOH). 4. 3 5/8" METAL STUDS @ 16" O.C. WITH 1/2" EXTERIOR DRYWALL EACH 41. 3 5/8" METAL STUD HORIZONTAL SOFFIT RETURNS AS REQUIRED. SIDE. FINISH INTERIOR WALL WITH ONE PRIME -COAT AND TWO 42. PERFORATED ALUMINUM SOFFIT SYSTEM. FINISH -COATS OF LATEX -ENAMEL. 43. ALUMINUM CLIP ANGLE AT EACH RAFTER AND SLOP R E BEAM. 5. WATER CLOSET (CENTER IN ROOM). 44. FILL CELLS VERTICALLY (WHERE SHOWN) WITH C' C TE AND # 50 6. 6" METAL STUDS @ 16" O.C. WITH 1/2" EXTERIOR DRYWALL EACH REHAB. TIE REHAB INTO FOOTING REHAB AND iRBAA I LOCATED IN SIDE. FINISH INTERIOR WALL WITH ON PRIME -COAT AND TWO FINISH- CONTINUOUS TOP FILLED COURSE. COATS OF LATEX -ENAMEL. 45. POURED CONCRETE BEAN (SHOWN DASHED). RE R THE "WALL 7. CONTINUOUS 1'-0" DEEP X 1'-8" WIDE MONOLITHIC CONCRETE FOOTING SECTION", THIS SHEET. WITH 3-#50REBAR CONTINUOUS. 46. PRECAST CONCRETE LINTEL (SHOWN DASHED). A 8. PLASTIC -LAMINATE CASEWORK. REFER TO ELEVATION ON IBIS SHEET. 9. SINK, MOUNTED IN COUNTERTOP. 47. TWO ADJACENT FILLED CELLS WITH #59 REHAB TI ALLY, HOOKED 10. 8 X 8 X 16 CMU WITH y1B" STUCCO FINISH ON THE EXTERIOR AND INTO TOP OF CONCRETE BEAM (ABOVE). THIS LOC IO AND OPPOSITE SIDE, ONLY. � 1/2" EXTERIOR DRYWALL ON 4 MIL. VAPOR BARRIER ON 7/8" METAL I _ 48. FULLY GROUTED CELLS WITH 2-#50 REBAR VERTIC LY #2 WIRE TIES---�--- FURRING WITH 3/4" RIGID INSULATION ON THE INTHRIOR. FINISH ' INTERIOR WALLS WITH ONE PRIME -COAT AND TWO FINISH -COATS OF ONLY. @ 6" O.C. VERTICAL SPACING. TBIS LOCATION O POSITE SIDE, LATEX -ENAMEL. I` 11. 8" X 8" CERAMIC TILE FLOORING (TO HE SELECTED BY OWNER) THIN- 49. CONCRETE BEAM (POURED -IN -PLACE) REINFORCED F LOWS: ® ^ SET ON CONCRETE WITH A CERAMIC TILE WALL BASE. A. 2-#60 REHAB CONTINUOUS AT TOP (PROVIDE ILA "C" LAP, AS Ij 12. ROOF OVERHANG. REQUIRED). 11i 13. 2'-0" X 2'-0" SUSPENDED T-GRID CEILING SYSTEM WITH TEGULAR B. 2-#50 BEBAR CONTINUOUS AT BOTTOM (PROVIDE CLASS "B" LAP, ACOUSTICAL TILE, AS SPECIFIED FOR CONDOMINIUM BUILDING. AS REQUIRED)' CENTER EACH WAY IN ROOMS, AS SHOWN. C. 2-#40 WEB BARS CONTINUOUS IN THE CENTER. \\ 14. RECESSED DOWNLIGHT, CENTERED WITHIN 2'-0" X 2'-0" TILE D. #30 STIRRUPS @ 16" O.0 (TYP.). (TYPICAL OF FIVE)• 15. EXHAUST FAN, CENTERED WITHIN DINT" X 2'-0" TILE. WHERE CONCRETE BEAN DOES NOT OCCUR (SEE ELEVATIONS) FILL TOP I `h 166. DAMP-PROOF DOWNLIGHT RECESSED INTO OVERHANG SOFFIT. CENTER CM-1U COURSE WITH CONCRETE AND 1-#50 REHAB CO TINDOOS. OVER DOOR (TYPICAL OF TWO). 17. ALUMINUM "BATTEN -SEAM" ROOFING ON FELT ON 5/8" CDX PLYWOOD �,r SHEATHING. te1r�XL,r7 \ 17M �� 18. ALUMINUM AND GLASS STOREFRONT SYSTEM. �* r S, { �'ir "�'s ,s,>- �` + t/ 19. ALUMINUM DOOR WITH FULL -GLASS PANEL AND ALUMINUM FRAME .',, ` „tF� *"� ' '�� s� 20. CONCRETE STOOP. J 1 * l° S, r f / 21. DOUBLE LAYER OF 6 S STUCCO TO FORM BASE, WHERE SHOWN.,s 22. GALVANIZED METAL DRIP FLASHING AND P.T. 1 X 2 FASCIA TRIM.-- �. s77' 23. P.T. 2 X 8 FASCIA BOARD. '� a �, ' :: S x c},�3 }r� F� \ / 24. 2'-0 " MAXIMUM ROOF OVERHANG (TYP.) . W �I ° 'Gr'' iae' 1 o-�.q,�-';"€ 25. 6" METAL STUD RIDGE BEAMS(TYP.).�':• $ f'"ry �'u'( °w t i + 26. 6" METAL STUD RAFTERS @ 16" D.C.(TYP.).kr, K '� IFStiy 27. 3 5/8" METAL STUD INTERMEDIATE FRAMING @ 16" O.C. (TYP s 'r...7� g eu syM r �'t4"'`•:,,� * / 28. 3 5/8" METAL STUD LOOK -OUTS @ 16. O.C. (TYP.). x.9{'u °'ai "r tk 29. 2 -HIGH LAMINATED BACKSPLASH. 'gre�gi :r , 30. PLASTIC LAMINATE BASE CABINET AS SHOWN. PROVIDE WITH TW ADJUSTABLE SHELVES INSIDE. , a r 31. 3" HIGH LAMINATED TOE SPACE.s' r 32. CENTER AREA IS TO BE OPEN. � : F, #, ��' I�ur�, r� ,, ��. � •' ,u : !� s I #.. i`w w w1" 1 33. INSTANTANEOUS WATER HEATER UNDER COUNTER. 34. CONTINUOUS P.T. 2 X 8 PLATE ANCHORED TO TOP OF CMU. , r k .•,„ a , �` ' k�ry �` r * ,.. +r-:;,..:;. 35. 6" METAL STUD HORIZONTAL CHORD AT ALL RAFTERS AND SLOPED RIDGE BEAMS. "` ., e .Sr,� • „ .., fi�ssr y�' .w#'.,F ROOF FRAMING PLAN SCALE: 1 /2":1 `-0" I J a 23 :f� Q V �I. o II 4 n ti 44 a 1 .I -- Z-lo �I,Ealz. • �dl 4� 10 D K1 G M�l I I 4 PRo�IaE A COMPLOIE rJECuRIfy N FOUNDATION/FLOOR PLAN 5y5rEM w rH miNrroK5, w. x " 1/2 :1 -0 CpNpu.l'(5.� CA?1 5, ftgl©ItJCO MONI'iaR5 IN. CPK�WP HALL, Yj µySCALE: I I CAMERA A'( EAGN ?lU LL?I N c;', / \ MAIN ENTRY + POOL IWMY, ?) CAME.RA5 ON 60('o Jmp FLOOK OF EACH GAKA�E.� I GAM�Rh A-f PaaL4 A,w f cAN �tKA oaJ I �� -rod oG gAG.1'-1 Pw��.plNCo, i - i _ ? e f=y i { X' � t � t g f y j • k' r n 4 Y -U n i A, , , i rr c : , I yl I I ER LINE. E GAGE. C. FIRE HOSE CABINET. V. FIRE DEPARTMENT: VALVE. e, �;�,, ER. @RTMENTiCONNEC M FU L 3 G- f I XS '' 1 3/I G" ON EN� C BAR .. CRBARS ]/2 X GRATING TO BE SUPPORTED BY 2 X 2" X 1/4" TH:] e ALUMINUM ANGLES BOLTED TO CONCRETE SUMP WALLE' 2 ax a -a„ ►� WITH THREE 3/6" DIAMETER BO%TS PER WALL. E FLOOR s CUSTOMER MAY NOTCH CONCRETE AT TOP OF SUMP T$ P H ACCOMODATE GRATEIF PREFERRED. F v ' TOP OF GRATING MUST NOT EXTEND ABOVE VAULT F] N A eY R •}, Q � i y G. 1 i /,' x r ::: �t .I �.F ply..+•p'{�'y p }* v's. ,��iz (z''�"'a "w''d„xs" ;. ABLE OPEN STE P y i t A sf%f *'*' q r ANGLE FRAME v. yf yr � E�„ � � !'� X4e, rF Yi ie. J.x a^�•R s'�'+ & 4 ,t+ �� ,- t �:.: A.:�4^.B,u d mr � � a, y, o. END OF PIPE 2" PAST WALL._ TYPICAL RAINER ON s �: a xi• i r-,,��,� ,-, �, � t+ (EXCL}.iDING CAP) . INST FLOOR DRAIN AT END 002.};r •yI1�.'t • v 4"'I tr �� 2" PV' THREADED CAP ON OF PIPE. .''r •+ `,-' y;r,,L END PIPE. . s' 9 ° GALV. Fes+ GALV. PIPE, THREADED BOTH -,.- - -37 RACKET - s,;, "!,•,'�. ,. *^ a T to J• ,}'}k't , ; REMOVABLE GRATING +VAULT FLOOR, SLOPE TO SUMP•'. ;. " TO 6" BRASS SCREW ON FLOOR DRAIN WITH STRAINER. SEE DETAIL rnvtt, 6" THICK SOLID REINFORCED ( t , FOOTING Mil •A ` Y s r 8r . a Y'-�.'��,,,..N3r cc .., a.',x,,t „:+n�"dS'`•. NO BE: �:R+ : ,c: �v; �.ak.'Kk, "�.:� . �'� �t ,.� .c '� W i ➢ r-�� I �" A N F MP TO BE FIE $ F t r ]. EXACT C TIO O SUMP S I Y 3i w a H� SIRE DO OT INS: BUT S ULD BE BY AN OUT �4 IN FROIT OF DOORS. N I . z i 2. SUMP I NOT INTENTtT. , .1. i 5 � i ER D R L s RAN F RMER. A I' �IIN E T S S a ry n rt Y 3. ON VAU T DRAWING INDICATE LOCATION PIPE. f: . t �..,.. �k X t P. 8 L. OILS TA s$ P k. Al if 1 k x s• o k 1 6 rys 1 Y La Y 1 � x. i m f fl Ir' .f>TL t A.• � a GUARD L 3112 F RECESSED LB. ABC TYPE FIR 4 } M1 V tly i i I f YaK u. 4 �.. f 2 I Q vl II 2`" M1 l v ^ X TALL £.. DISTANCE OF 2 i^ 8 IMAXIMUM ER } �"i3 F 6 f5 } x y1 Y lOF x 'S., F• r^ e jl� vq`wu- t srx, ..# ia* 4 '� £' I ;.r VATORY ` �^A f ATER L 3'.. .ATER , Ir� TUB i , , . •, e :KITCHEN SINK I# WASHING MA H C IIIE URINAL ` ,DRINKING FOUNTAIN SERVICE SINK FLOOR DRAIN WITH I AIR CONDITIONING PAN RISER k RISER ITARY RISER RISER RISER 7 v" o �1ICb'I �P I r • v..44'. .�'€Y. •+rY:.. ,,x .:.r., a ..... ♦'� .I N..., 1 1 !. ,ivn.r�. { ,. S' i+.. _f'$ `h � Y. S,M,�n r, •�,... 1 e� p.. N�(' n.,. N .., 'i'f ..-ryy +.: M1 � :n 1 1 r; .,.. k:J ,..er"x•, : 2.,Jkw w M: 'R ° ^`fc#s G �,k yy.r xak * - 2.�, t ., . G J 1 ,J r ..a sy... ;sr:, •�. a' ,Iffr::r,t ^-t I a I . 3,. ,...',. f� s _�•"x :,.g; .fix n.. .y. r.,,�l Jw l+ 0S� .,.a ,`•*: �+a• etL' e ' a N l! T s FA=..'k.`" gM1' 4".'.YA. y� jy f 'v1�� � • •rF t .. •. r .' I, � p vt,_. ,,{{'� !'ilae" f;,'- ra "i` �Sil4�'IjF � l�yv4e YF L ::.,FPam,...P 55 .PSSE YJ ti" �i+'.';* r d e. f, v°^ 1! •`,P`. ':r ai..:f+�•e &&YI y^AJ.. ud >nX 'i, ,�. 4 :. ,A 1N :{* v`yak' +� r. v.... w, if Y a W a J•:. O.D.P. I 1 FI I yy t { I •. PROVIDE AN AUTOMATIC FIRE " SPRINKLER PROTECTION �EM PP . .I I w ' ^S Y r IN ACCORDANCE WITH THE N LATEST NFPA 13 EDITIO N 0 THROUGHOUT THE ENTIRE BUILDING. THE FIRE PROTECTION v 1-CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS TO r THE A RITY HAVING JURISDICTION AND THE ENGINEER OF EC APPROVAL L BEFORE PROCEEDING WITH ANY WORK. 0 K. a 4 t # : r r fi „t " "t i ',. fLOi11011 ErcwEEifrwc SEIIVIC!! Lit B. THROUGH -OUT DECK. MAXIMUM DISTAN CE ALLbWED ' BETWEE ., N H.B. SHALL BE 75' 1 r 1 1 G 34 N.W. 168TH STREET NORTH MIAMI BEACH, FL .33169 t TELEPHONE. 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[ y '��MC�Ek ile"�w"I.'-,'� a ",�s� i}�.i".�Y Y A.. a,... ,4 ( munmuanu� unur. rc oLccrc— -- NOTE: PIPE SCAB THORO WRAP P SEAL WITH NON —HARDEN FIRE PROOF MASTIC PIPE SLAB OPENINM1 i � —II l 4 g('Aksr % ,arm �u iv "'' 'MI ^{, a +/� i ;+�, ;('x, ';wy. �" I ��at` i '}�1fr 1`+. FIRST FLOOR PLAN tiyx SCALE:1/8"=1'.pel LOOR ONLY) O @- CEILING TS. NIZED STEEL P1P£ RISER RISER CLAMP r PSI RAULICALLY CALCULATED FIRE SPRINKLER SYSTEM,SIZED FOR LIGHT HAZARD OCCUPANCY. 2. TAMPER SWITCHES AND FLOW SWITCHES TO BE FURNISHED AND INSTALLED BY FIRE SPRINKLER CONTRACTOR. .(ELECTRICAL CONTRACTOR SHALL MAKE ALL ELECTRICAL CONNECTIONS TO THE DEVICES.) O ayl o�U ,;b uuu nN nunmpun nuuununnuoe: �°numnuanuuunu fflI j e r, y III III II - I u q,���.waun►���,,`vn Inmeuu uuuuuuunar... uuu w m uuuuulul�ul cxt -• r t w�Y . NEERING SERVICES ww 34 N.W. 168TH STREET NORTH MIAMI BEACH, FL. 33169 TELEPHONE: (305) 653-0212 OUR Y �.0 „ilr,;dm hv, A111 ��� Y �, 'F,xsy,. 1�x3tuu. 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' -. `, ..'�1. ..'.. iL *,q � Y 11 A IS ■■■■fir ;' ]AINV unt SEEN T MEMO MEN SEEM NOON SEEM u W �l i .IIt I,." ,t /�Ti7♦ 3 5 v ■-• 1r r� / �-I ..... � �. 71`i .� � �`. ;>N�NB x<., ,- .::mr �I ■�."..'.-�.: ; it �1--i��\ 1 1 :+ ,I yr Ilr r3 n ' rC x ,:. :,, d �+ ..' a i"M j :, ":v �. 1 , �r t x !� IiA' ,v. 1'n:': F .r4 c f ' I' L - +F= ,y i' S.. % S. )Ak.,"' v, .k i 'u `^i 5tf' r""I VP P ,MIL.1 f „ 4 f ,t` :f.e h.. y r •' 1 s Y', ,eif� , Y- IA I 1..t .I $ " t ' • I 1 ,. l x R. xi c . V,I ",vMl t Y, "1{ ^I SI rv'�F , .t: ,'. 3., .. :.t I: I 1 j w4 a .fv *� r ;'.:I 1 "3 1 '` fr: 't zI' `.', ,.vf I _ a1s Ir i Ill i Y A, A F �' n1i,.t 44 . �' x "`n I- -' , + W, ♦ 6 V 'i , " v$ .l, 4 ,�, ,e wr- ^'^^ `g' , r: u L T t. M" ) '� ��.I ^ i'.I t^ P" Ir r. ( I'. x , 5" Y +. 1 , I eg I 1'r f L "' l b L ViV a d *, s r { 2„ S p t Y r �ry i " T t 41 :i $ I r. , ;'. .xr I v r 41Mlr 1 f �',: L I I ,I7V . „r1 r m" 1^$ r f +.a 1 f 11 ;i Irt u. ir, t� `.. 1 'I I�oI�;�bI- `r1 a w , I . s t M1 +' T{ i ' ,II f I�I1 I r ` ,: 1 . 1 I M f Ip r I aA II. 11 T` r v ( I` ::I f + ," ,1 ,I"I F f t ..¢ v ar iA .eIY Flr 'I ° F• [ r I II, W +;I i " r :k� Y r- iI,,_V �',.y 4 .� i , !rf I , , A I ^1� F i +v ,' 1- 1 I u :a�Y I 1 , 4 .I .4, .K I fu3s" . I. ALL WORK SHALL CONFORM WITH ALL STATE, FEDERAL ORDINANCES AND I1� . vV 'l1 BUILDING CODES GOVERNING THE INS TION OF THE PLUMBING SYSTEM. TF I "' " �`: WORK AS LAID OUT, INDICATED OR fIED IS CONTRARY TO OR CONFLICTS ' , -- WITH LOCAL ORDINACES, BUILDING , AND REGULATIONS, THE CONTRACTOR IV SHALL REPORT INWRITING TO THE TECT ENGINEER BEFORE SUBMITTI A / NG „` 1 V .I 810. THE ARCHITECT/ ENGINEER WI N ISSUE INSTRUCTIONS AS HOW TO PROCEED. 2. THE DRAWINGS ARE TO BE CONSIDERED DIAGRAMMATIC, NOT NECESSARILY •I, n I. SHOWING IN DETAIL OR TO SCALE ALL OF THE MINOR ITEMS. UNLESS SPECIFIC „9' ' DIMENSIONS ARE SHOWN, THE STRUCTURAL, ARCHITECTURAL AND SITE 1 }" CONDITIONS SHALL CAVERN THE EXACT LOCATIONS. CONTRACTOR SHALL FOLLOW DRAWINGS IN LAYING OUT WORK, CHECK DRAWINGS OF ALL TRADES TO VERIFY ,`+ ...WILL - SPACES 1N WHICH WORK BE I TALL NS ED AND MAINTAIN M1IXIMUM HEAD ROOM AND SPACE CONDITIONS l�r AT ALL POINTS. WHERE HEAD R(XIM, OR SPACE - CONDITIONS APPEAR INADEQUATE, ARCHITECT/ENGINEER SHALL HE NOTIFIED lI ' BEFORE PROCEEDING WITH INSTALLATION. THIS CONTRACTOR SHALL, WITHOUT EXTRA CHARGE, MAKE i FIELD MODIFICATION IN LAYOUT AS NEEDED TO PREVENT`, CONFLICT WITH WORK OF VARIOUS TRADES OR FOR PROPER EXECUTION OF THE ' WORK. 3. EXAMINE AL L CAREFULLY PRIOR TO SUBMITTING A 81D. TRA CON CT R 0 ,. =f .+ IRAWINNGS WILL LL BE REQUIRED 'CO FURNISH, INSTALL AND/OR CONNECT WITH APPROPRIATEk•- " " SERVICES ALL PLLIM13ING ITEMS SHOWN ON ANY F T I 0 HE ARC( ITECTURAL, AIR I c r CONDITIONING, ELE.I:TRICAL AND SPRINKLER DRAWINGS WITHOUT ADDITIONAL ' _i EXPENSE TO THE OWNER. IF DISCREPANCIES, CONFLICTS, INTERFERENCES OR I OMISSIONS OCCUR BETWEEN DRAWINGS, NOTIFY IN WRITING THE ARCHITECT/ ENGINEER IN AMPLE TIME TO PERMIT REVISIONS BEFORE THE BIDS ARE ,{ SUBMITTED. 4. INSTALL MATERIALS AND EQUIPMENT IN A NEAT AND FIRST CLASS WORKMANLIKE MANNER. THE OWNER (RESERVES THE RIGHT TO DIRECT REMOVAL AND REPLACEMENT ` *,y t .'' OF ITEMS WATCH, IN HIS OPINION, DO NOT PRESENT A.NEAT AND WORKMANLIKE 1 ,� :% I ' APPEARANCE. REMOVAL AND REPLACEMENT IS TO BE DONE IMMEDIATELY WHEN •I L' ,, DIRECTED BY THE OWNER IN WRITING, AT THE SOLE EXPENSE OF CONTRACTOR ..f^ 5. START OF WORK BY CONTRACTOR SHALL BE CONSIDERED AS ACCEPTANCE BY HIM 14• OF ALL CLAIMS OR QUESTIONS AS TO SUITABILITY OF THE WORK OF OTHER i 't TRADES OR OTHER CONTRACTORS TO RECEIVE HIS WORK. THIS CONTRACTOR }- SHALL REMOVE AND REPLACE, AT HIS EXPENSE, ALL PLUMBING WORK WHICH MAY ' ?�I " HAVE TO BE REMOVED BECAUSE OF INTERFERENCE WITH OTHER TRADES. d 6. THIS CONTRACTOR SHALL OBTAIN AND PAY ALL INSURANCE, FEES, PERMITS „r I :,` ASSOCIATION DUES, (ROYALTIES, AND TAXES OF WHATEVER NATURE SMALL APPLY ;` TO THIS WORK. HIE SHALL ALSO PAY ALL CTION FEE MAY BE A REQUIRED BY LAW OR ORDINACE AND ALL KEEP.a ER RON ANYI III DAMAGE AND , ORDINACC P OF I` �' f COLD N TER RI 1 �+ 7. PROVIDE MEANS 'FURNISH AND INSTALL*§ ,.r i ��I, , Fx ' DRAIN PAN ISER� w>`1.k,rV' t F, tl. >s`"-`ram ,a .-�.. 8. 00 A COMPLETE JOB, EVERYTHING CONNECTED, IEI RELIEF VALVE DRAIN RI " 9. SHOP DRAWINGS: THIS CONTRACTOR SHALL FURNISH T 'ENSLNEER WITH SHOP CW & HW SERVICE N.V ( DRAWING 0 IPMENT PRIOR TO PUo1:HASE FOR APPROVAL. ,z- ra rrs,',' R'. r . ", tifa 1 w°fir; RUN ABOVE CEILING I _ 10. AT COMPLETION OF JOB THE PLUMBING CONTRACTOR SHALL GIVE THE OWNER AN SEE FLOOR PLAN AS -BUILT SET OF REPRODUCIBLE SEPIAS SIIONING. THE EXACT INSTALLATION. FOR ROUTING * „ IT. PLUMBING CONTRACTOR SHALL PRESSURE TEST ALL PIPING AS REQUIRED BY x I't,� ' "�+' *+ CODE. TEST SHALL BE WITNESSED AND APPROVED BY PROPER AUTHORITIES. , 12. THE PLUMBING CONTRACTOR SHALL WARRANT ALL WORKMANSHIP AND MATERIALS ggflllltrF` av g ,' t 7i vl4i^ h ..+ 1 FOR ONE YEAR FROM THE DATE OF FINAL WORK ACCEPTANCE BY OWNER. ANY�� a ° 1'M? x � k BREAKDOWN OCCURING IN FIRST YEAR SHALL BE REPAIRED AT NO EXPENSE TO e Fyn x �. " THE OWNER. PA j 0. PROVIDE BATHROOM FIXTURES AS SPECIFIED BY ARCHITECT. 3A. PROVIDE SHUT-OFF VALVE FOR EACH FIXTURE. , �- i 1 k iM a "�7 ,r , 6 r WHEREVER DISSIMILAR METALS ARE TO BE JOINED, A DI -ELECTRIC FITTING "V Las `* {' iF SHALL BE PROVIDED TO CONNECT BOTH TYPES OF PIPES. "'. 'r11 k ii r ;'. �a' ,` ., .w:° t)f . ' k=.: x PLUMBI NG CONTRACTOR ?,'L,- 0 CTOFI SHALL PROVIDE AIR CONDUTI '.CONDENSATE DRAIN ,',x�`w ,r,r�;w.,�; .�' AND TRAP SEE AIR CONDITIONING PLANS FOR OF (NUTS AND i DRAINS ,�... ,s t t ,,� x „s,3 u r .,-:.+ ,w, ", , I` '' -` z `a e : rt'TL P' ,o < a, 's.0 4< ;-+.It ;+ a e .fi -s vim, -. .� L ,cp .. ,a.� ti ats-. r,`v s`4. < �n .' f°;.`9i»� Y4 ` f ` 7. MATERIALS. 1, A. COLD WATER PIPING DOWNSTREAM OF WATER METER SHALL BE TYPE COPPER BELOW GROUND AND TYPE "N" COPPER ABOVE G I. IF -ag�' : ,I� B. COLD WATER PIPES INSIDE OF SLAB SHALL BE TYPE - "' SOFT COPP€R- INSTALL INSIDE POLYETHELYNE CONDUIT. NO JOINTS PERMITTED INSIDE DF SLAB. DRAIN PAN _ r x Y tl�tlp `r r'"' c s 4 —r , i s , C. SANITARY WASTE AND VENT 4" AID LEI SHALL BE CAST IRON HUBLESS >•"�� :of'a �` r „,� `�' 3, HUBLESS SOIL PIPE OR PVC SOIL FL,TT,�, BY F Lr.:3 13 I z a '' . f"` ,' ,; >±ak;: 1, _,CODE. w` x}r. a .vr�a- .' ` : �F: 'rt1 yyaLL}y"�a iT { '{,, r,e� •. I 'i'„ fie .: '`7� € 'G�R ,"' f rii"�.. �" . $ rLrT':ifx'+ .k.'f•,I'e., ¢;.,,„ .�'" a �6,�'.":.1- 'Y',dVSr` +k'4:gIfY3 e'f P. y4^ M , �syl�'�` _ - t n" s ..;` rail "'T ,cI "' -. - rIV it I+ , , . STORM LINES INSIDE BUILDING SHALL BE CAST IRON HUBLESS SOIL PIPE ? " £ � tt OR PVC SOIL PIPE AND FITTING WHERE PERMITTED BY CODE STORM LINES WITH PRV SE � .� .�. " OUTSIDE . ALUMINUM TICAL RISER 11, E. CONDENSATE �� PIPE wfa _. ,,' ,w; r s, ,I 11 ' " F "d SCHEDULE ITTING. W G A r HEATEDBE TYPE (I'lt11, �N r T ..` Y r r „S, f v" " , a ." , -. mf,?'`;, . ' ,, a s>, . 9,Y., " � , t^ _ _ 1'. , UNIT ''0 f L UG-,. , < _ "fkW mow,' t , 3/4 PITCH A_ @ 1/8„ I CONDENSATE I „ "�;� I :; .. ul �y M r I HORIZONTAL RUN i INSULATED WITH ARMAFLEX CONDENSATE CONNE CTI N.T.S. I'll L 11 q Y ' ryA �1 1 k y� , 1 (PROPER SEAL) �,. i� TO A/C L I . .... mloww"IFIR Iaxr^f _ I KI �Vi.4b•*rKh m k _ k „g' "t . y " tQ� yp 1 f 1 ny� .a' �1 2 E L ,I E Y d�-i'iH .I f f k I ' i ! q: 0 Y S I ' il n. d;Y 4 � I 0 r ( I tV 11 1�7 ,,wrb°I. in. t It- it �l L :. s C'i Y ,.w `„r g Y 4n j d r 1 1 - 23 .,. ,r. p o," ' I 1 N�• ., :. r p 15F� 1 L l000k":. '.... .,;4 ;.. I iHf' ; J� �:,:,:,.' g9.1 I,, . 24 . t Y .. 4%AN,� + F f ,,, Y Z, &,I k w , "sf }�Sn 1 # —q is i, , O �,rvk , t h3 yygkL• . e V i c 4 g, II * 4ry%� i LEI — ,, r1ii ' U .�J it,�ai f�` Ir tit �yyt ,.Is r 4y WJ '.:A]`kK it e R�— , m 7"Oh, U) FLDMOH ENCHIMEM1N13 SENVICSS I 1 34 N.W. 168TH STREET NORTH MIAMI BEACH, FL. 33169 TELEPHONE: (305) 653-0212 ,�; I, � lm-��, , d, I 4 ,",'I'!, ""Ie � � _r, � , 1. 1,� �'l _l,"l -, , I ;� � ��, I I I I � : :4 I i � I I , I _,�, I I "",4 It', ,I -1 I - � . t , , � I l' � It I " 11, ", � � I I - It I , ,, - !"I ll , ; , I 'I . ,-, � 1i , , � l I , - ,Ptl�l I � I I �! �,_ , " �', .l It� � 1�-- - i , :,; z t", , I l�, , , I I I � I I , I � , b, -, , " " , I - , ,;, �, ,7tz � ,,� I � I'- , A I� , 1 , I I I'� l.� T, �::,�� 4 �� , "t"t, � " � �� -1, , �; Ili 11� , , I , ,. 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EXHAUST AIR LOUVER SO DUCT MOUNTED SMOKE DETECTOR R/A RETURN AIR / r 0/A OUTSIDE AIR 1 I S/A SUPPLY AIR U a. THRU THE WALL A/C UNIT WHITE WESTINGHOUSE MODEL AH12EL2T. 11,000 BTUH COOLING, 8.600 BTUH HEATING, 15.7 AMPS AT 208it� WALLCAP SCHEDULE SHEET A/C-3) i I i T r " l GUARDHOUSE FLOOR PLAN SCALER /4"-1'-0" NOTE: BOLT CONDENSING UNITS TO CONCRETE PADS TO WITHSTAND \--.. 150 MPH HURRICANE FORCE WINDS. ti \, S REF. PIPING UP TO A.H.U. ABOVE (TYP.) 6X6 O/A /� ) - REF. PIPING TIGHT / INTAKE �- TO BOTTOM OF SLAB. TRANSF. DUCT. 6X6 , (TYP.) VAULT UP / VENT AHU-8 16X6 16X6 SR lOXB © 275 CFM 8%8 T \ REF. LINES 18X18 ABV. CLNG. 22X6 SR RAG I�KIS 375 CFM RAG ELEV. I� LOBBY 16X6 SR 250 CFM i FD i TRASH ROOM SF-3 SUPPORTED 24X12 E-\, ._= 2250 CFM -36X24 O.A.L. ELECT. RM. r-'-4 % X 1' 4 "H -"- OUTSIDE AIR INTAKE LOUVER. (ABV. DOOR) THRU THE WALL A/C UNIT WHITE J ` WESTINGHOUSE MODEL AC0062XW. 6,000 BTUH COOLING, NO HEAT. 6.2 AMPS F.L.A. AT 120.1-60, 9.0 E.E.R. ILATION BY POWER CO. EF-10 W/ WALL MOUNTED 36X12 BRACKETS E A L. 2 GENERATOR 36X8 ROOM MUFFLER - 6 ,'INSULATED GENERATOR EXHAUST PIPE ¢- F.L.D. PUMP RM. CANVASS SHROUD FORM GENERATOR TO LOUVER. F.L.D 4' -0"L X 4' -0"H EXH. AIR LOUVER _ - 6"0 GEN. EXH. PIPE UNDERGROUND TO 6"0 EXHAUST APPROX. 60 FT. AWAY PIPE DOWN. FROM BUILDING. COOR- DINATE EXACTTERMI- NATIONPOINT IN FIELD TO AVOID DISTURBING APARTMENTS ABOVE. 'EF-9 I " 0/) /94 M' �l/ 34 N W. 168TH STREET 2/yt� NORTH MIAMI BEACH, FL. 33169 [[[ ! TELEPHONE: (305) 653-0212 ■u\ulp/ . W - 34 N.W. 168TH STREET NORTH MIAMI BEACH FL. 33169 ''TELEPHONE: (305) 653-0212 N L tit RATED CHASE PRIMARY AIR CHA f4.5 SCY FT. MIN. 1 E RISER DIA( BLADE BALAN F PER AT RATED WALL PENETRATION. INSTALL EXHAUST GRILLE 6" 111, BO U ILLE 6" BULE VENT. --/ METAL SUPPLY SEE RISER $M FOR SWS A 8X6 C \\ 125 C M XX22 PA BO _.. I s Sax RAG 77 w' IT I IT �A �( xs " TT r r. „ d �6 �L �.T 8X6 q yl 14 1 I •125 , �. 4 "2rX22 "H" 55�� �. NFPA BOOT " 'CS f ' Y ee l3 % Y i I r { F I, z, b k d . n"4 r�n 'HY • 4 TYPI CAL APTS "P.0 " B", l'c," , SCALE:1/4"=V-0" Viz NOTE: FIBERG DUCT RUNOUTS FROM DUCT TO GRILLES TIT WITH FL T. _ 6s I tiLtt HUrvt: t3U5) 653-0212 ■■� ■■�r_��+r■M■e■aMam eeea■eeee' ee MM\� mffit' ■■ ease■eam■MR■aaam ■■� a■, ask � aML °� J11aMe■, s—\—\/+1OM art/ n AL ■■e►�■e ■■■■ ■M %no, on, ,ea a _� RMR■eeeeeeee ■ .^ v 4 NJ CV ^ 04 I` 00 O CIO 0-0 N C a— 70 N - e — N � O U p _ ee ® eR �e u a M■■aaaaaaa■■■M■ MOOR...■■■■■.■.■_ mall■.....■......_ ■a■■■■■■ae■eaeae. Ma■■R■ase■■■ell■■ men ME wommegmeaMRe■aR■a Fjifl j5 +LS( MM�rsnautt, aaa■a■■MIL7,�a■■M■ 'ill\■eae■a■■M■ '� Lr sa■■a■e■Meae lu1 r:4 �eeMeee■aee ■■R■arlMmasaM 1A � i. a +■aM■■ L.I °. s MEN M-l7MMam■■MOM■■ Ian"■a■a■■ae■Ma KRaMaeRee■■■eeae M■■Maas■■M■■■■M■ M■MN■■eaeaaeaa■M aaaMeMeeea■Mee■ eaee■eea■■■■■■a tlVMHEATER ,-,,- ASIDE OF UNIT] TYPICAL FLOOR """4" NONERENT P 42S*11 I TOP FLOOR i TYPICAL FLOOR TOP FLOOR I TOP FLOOR 4 "kf DRYER EXH. DUCT. 6x4 CG 50 CFM I 1111 IF .�Fmw 10" 7T7773W 0040. %odlk ROOF j LLo_ 13 12 14 lw� )(2 f 'H Nf )A 600T. lit 8 MIN., 2HR" FIRE RATE x SHEETMETAL 7 LINED DRY - EXHAUST CHASE. 6 5 I. FLO. 3 rl I t ) 11 K i 'HAS E I R t4QkAM SERVICE, F>fk tA A 941 R ROOF TOTAL EiklKcGG CA m000 H AMBIENT AIR TEMPERA 9VF A I TURF P" OF MAX. CONDE14S I N CAPACITY UDUCTiciiiii 0 LATENT HEAT 8T* COMPRESSOW 71 Otto L '&#A* TOTAL HEAT BTYA CONDENSIXON H I-C AM "j CONDENSER f.L.A. N 43. C—.V VOLTAGE Wit po�l G COIL ox KANi! 5~ .85 MODEL 'VIA U REFRIGEW N 4. Z14 N0. Ts R-22 OPERATING 1465 4G.5 REFRIGERANT 1.00 LINE SIZE ill I c..) - I 2.0 I SUCT" TEMPERATURE 1425 ACOAM IES: 1. NOT GA BY P ISS ON LEAD COMPRESSOR. 2. ALUNI) Cl RDENSER COILS (FINS AND TUBES). 3. SYEAR ART i AND LABOR COMPRESSOR AND COIL WARRANTY. 4. NOT GA REM: AT REFRIGERANT SOLENIOD VALV9 tilli AD CIRCUIT. WVL **Doi 3. J. A 00 w lJ TO to FA#U-1.2 in PAW m NWOIj NOW �___Ammojj i ION axis EG sxa X8 230 CFIW17\� TYP. =I I&W i 'INN i 7 m� 1 AV, 14Xf F.0, MIRE i mWalmewAl 1010 4*0X22OH NFFgl (TYP.) 4,Tl I I ' . . N.: i rrloxio \jt 1SX14, 214R. FIRE RATED TOILET EXH. CHASE SEE FLOOR PLANS FDA EXACT SIZE. 1. 16xs Ec 8X8 3SO CFM ON (TYP.) ff-iO* EF-2 (TYP.) F-I SX& It .� 230 CFM ki hr� (7yp.I� RISER DIAGRAM. Est not now not iuzons lagoon It, k z 0 LuRs t 0 co ^� r n, d Y "."-d^ *n 4. K,."x d, w.'i �+,`r § c I' s; rx r .`. i;y. #N�z. .v;1 P '*J" k is "':�.. 4•('.*. - 'C ay sa F' ','ias Si 4 Y d y >T{ ''v �� :' S t sI � h o k3,,• e "a i w `,'IL r �„x,� y .Z: -..:.. � ;4 t,.�n«,#-y'�°.�{sv TO THE 1. PROVI PRO ►.L. . ENT 1 THI, TN PROVIDE (2) 4 RACEWAYS F0 a TELEPHONE CO. SERVICE ENTRA b IDE (2) 3"PVC RACEWAYS FOR E TV CO. SERVICE ENTRANCE. an RUN 4#6 & 1#10 1-1/4"PVC FROM PANEL Y" TO PANEL XG AT GUARD fii (2) SETS OF 4f3/0 & 1I1/0 PVC x=y PANEL HOP TO PANEL LG AT NA BLDG. RUN 2" PVC FROM MAIN TFLEHONE BOARD l 'TO GUARD HOUSE. "RUN i" PVC FR01t. GUARD HOUSE.: 8. RUN I' P MAI CABANA E.NG MAIN;: 7' ,> n Li 4M V "s 1 \ j LF21 m. P is ad'Al � TO BE ALUM. " " E STEM BOTTOM OF ,;.,; tc ifn MyY�Y,F� k LE7/9 —A. TW4f P41 - J8 FOR r TELEPHONE" �' Ip "' FOR TV 's" a •, x ti ,µ r N, 1 p ➢ ' ' Y C %A^ I . GUARDHQU T6 i 'Flx�' � 2 w � � . . p Ji 1 I1f i• } �q0. RF 3 a j I . xx I '� '� � ��■■I C t i 1 � t� "•hi��4 f m::'5 =< n r: i c. R i� Fr ■■■ IL i ■■■ it , I° '' Im' ` i a �- 'gLB22 -028---------------- LE13 `--�` - -- 3®- 0L 1 L028 LB26 0LE13 LE13 ® LA29 t121 ® i LB26 Leg LA29 AHUII 9 XA1 i LE15 LE15 --t- S lA'L _-_- i 35 LB2/4 ® Z®D9 �9 LA29 #LC33/3 .__. LB37 L839 LB35 , ' \. T LB28 LE35 'L LA2 XA21 I ---�-- f _ D t 351 CARD ( ___-___ ✓ n IA LA29 ROOM LA29 XA17 ' °y✓ LE15 ,._--._,� h I 1828 " Lg3 I i ____ LAS 1B29 LB29 L829 L829 �3 �31 � ���— , U8 LA2 _ o q\ L837 ��—^^IIII ^AHU12 14 BILLIARD ROC�I AL LA29 LA29 I`*.'I LB33 ROOM _-- -- LC6/8 LB33 JB FOR FUTURE LTS. ELECTRICAL 1_ e a OO CONTRACTOR SHALL INSTALL JB FOR FUTURE LTS. ELECTRICAL \b L029 j L029 X04 LB27 LB37 CONTRACTOR SHALL INSTALL �Q -----� LE15 PZJ EXE IS XB4 A TOTAL OF 10 FIXTURES AS PER A TOTAL OF 35 FIXTURES AS PER LA Z °° ♦' R 1833 LB33 INTERIOR DESIGNER PLANS. INTERIOR DESIGNER PLANS, XA17 ' r 1 LA4 7 REMOTE P [JLB2 IQj LA4 -GENERATOR --{__ d •° !A 06 �j LAB PANEL °a LE15 `�j 1� LB33 ICd FIRE ALARM \ _ 7 Le UO3 LB33 i16 LUA335 PANEL "FAP° o4 --- 3 \ W-----�- LA23 37 LA37 lA2 c� 1837 LAB LA41 U4 '� '° °°° i ® AHU 14 e e q ® XA29 / 1G21 (� LC1:r °4 ♦ °�° LE15 / / d m LD31/33/35 XB2 �810 ® LAB 1-_l LA8 ® n XAZ �.. - a c ANU13 40ti \ /B6 • ' LD14/16 1B33 B10 w't LA31 is ® °O LA23 I LB3? �2 LAB - - LA3t 1- LA8 XA19 LA4 XA19 XA17 ed,e 4 LE15 86 U27 LAP LC14/16 �,. 3 LB31 L931 T i# `�' - SOLD e10 IIANU19 \\\ XA19 y AHU19 Oti�I CUD /4 11832 ��, \/ \ 1Q12 LB37 L823 // \\ LA3� e LA 1A31 �004`��°� '8 27 / nnanno a� A d ® XB10 LB23 17 CU15 1832 I \ LA31 l J LD10/1 �, ty L641 111... EUI7 LB30 ® �0�0 OX82 /�XB2 I I Lut o i Z3 It ° ° t7 LD26/28 tiA L018/20 ,�{, O 4 ®LB23 �\ I XA19 QQ % U4 XA29( XA17 VY - , CV L830 1830 i � \ \ J I YLA6 qLA6 I ` / / � U31 ' t LD25/ 7/29 LD AHU20 1841 / /-_---_-� �LL --- UPPER `Jb e LD30/32 H A \ v / ®XA19 XA17 ELECT. L �' LB25 1825 ��'S X82 �g`1 UXAIi ------- 6 LA6 ROOM ® 2000A BUSDUCT } ==D I i X82VO PROVIDE ACCESS 9 XA17 � LE15 t8 I , PANEL AS REQ'0. o _-- LB25 LB14/16 LB34 J�@'L LA 6 XA29 U6 -t� U25 XA2//4/6 XB17/19/21 ti� A& LB23 U11 ® \ q STORAGE �SF2 3 0\'� // \ XA13 U25 STORAGE LB25 1 _ + R SFI t825 1B25 LC22/24XA13 AHU21 XB13 ' I I - - - - - - - - - - - - - - - - - - - - - - ----------------------� I I / I i I I I I I I I I I _ I i1 FIRST FLOOR PLAN Ef SCALE• i S"-i'•0" UPPER TRANSF. VAULT \L UPPER GEN.RM. XA17 T L"0 r-r 't2 ITRANSF. LB76 ttQJ A GoNDIrIDNIJb VAULT G For 1=xAGT LawTidO 0 (2)SETS LC17/19 r� ® �3l350MCM08 40 1r fy IWO 3" EA fy SET. -- 9 LE10 / LD6/8 I4HU9i LE10 L E o�� rL— XB10 XDP LE2 LE2 \ LEI O MAIN. XA25 MAIN MAIN. M�j XA25 ELECT / "e=/� LE17 � LE2 0 \ XA25 XA25 XA25 XA25 XA25 XA25 ROOM J XAtO EF10 fTRASF XA29 / �\\ a FFIM SN[NCHER ( STANDBY / �r-— �`r — TELEPHONE = m EMERGENCY 14 TZ I GENERATOR / � XA29 TERMINAL LE4 � XA25 LE2 / \ \ / /XA29 BOARD FBI � Et T) LE6 - X910 / / XA25 XA25 PUMP XDP5 LE2 E17 XA25 XA25 XA25 LE17 \ ® 1E1710 XA25 LE17 f0 XA13 X813 I-F— LE17 XA10 T LE4 LE4 LE4 i LE4 LE4oe LE4 _ _ LD 34/36 X873- SO O LC26/28 - -. - LE17 LE17 0 p X813 LE17 XA13 I - I A LE17 LE17 \ LE17 � � 1 -- — __mo I III Sol — — __= IRAIOON ENGiN -- GR4C)UNC3 I= LO_QR PLAN / i (0( 34 N.W. 168TH STREET 169 S1 ! iT -LTi i1 ■■ ■■■■■s■s■ns■ ■■0013000000■■■■■' ■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■ ■■■s■■■■■■■■■■■■ ■o■■■■■■■■■■■■■■ o■■■■■■■■■o■■■■■ ■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■ ■■■■■s■■■■■■■■■■ imm ■■■■■■s■s■■■ M MEN" MEMO ii■iis a ■■msomm■o■es■■s■ MEN ■■■■■■■■■■■■ ■■nnn■nnsss■ss■■ ss■■■■■■ss■■■ssim ME ■os■■■o■■■■■■■■ ■■E'Iuccu■Of7■■■■■■ ■■■■■nA■■■■■■■■■ ■■■■I 10000I ILJ■sr,ris■■■■ ILALAr-./soon lo■■■I ■o■■ss■ssors■■■■ Irv■f d"Iso■■ ■■■■■■■■s■o■■o 'Iw ... { ., . ..... ,. a= . 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IMP e., �* , Vv x a ,v. •. 4 ry 5 n: , % DRAW .., " .r g .. .+ y x. M+...... � F. ....: fi Y',. ,. � u`^M1 ,A�F r .. ,.. .... , rnMac.,"�i smx �s..���Yr�x �€ '�...• v�_s; I. "54 Y a - s Yy„�,Z •� 2"(TYP) I RORtom ENCINFERING SERVICSS �a 34 N.W. 168TH STREET NORTH MIAMI BEACH, FL. 33169 TELEPHONE: (305) 653-0212 b F 5 vl �r N ' f ,1 S 3 I4 �1 S S lw '� J ,N ��, k 3 4 � .�' it I � t0 � # •i � .,, 13 I it � s IF s s SL IS J J 12 I 15 1 2 3 4 14 I I 4 J s s h IS J 6 12 I 15 I 16 17 2 3 I 4 14 k I 1. �� AN I J s SL S J <: 6 }Rn15 I 1.� 17 6. I i' i, I14 i,, J 3 : , 3 I 4 I B 9 10 12 I 13 i 1� S 7 ( S J I S s S S J 5 SL 15IF 2 3 I 4 I 6 S 9 10 #` 12 I } 5 7 13 14 i s s J s � S L s J IS s s I ,I �•. �I # , t 3 I 4 I 6 8 9 10 #}; 12 I 15 IF I ( 6 8 9 10 15IV 4 II S J I S S S s s S J 5 SL IS 3 I 4 6 6 9 10 t1 12 i 15 I 16 17 ( 5 I 7 13 I 14 I s I s S IS 5 5 Is J S SL s 4 6 6 9 10 11 12 I 15 I 16 17 t I � I 13 14 s S SL S J S S S s S I J I s SL s yg 3 I 4 I 6 8 9 10 12 15 16, 1J I 5 7 13 I 1 IF IF S S J S S S J 5 SL S IF,4 6 8 9 10} 12 I 15 i _ l 13 14VI o � I' I r i 1 I, Fi i �I G; F rPiIr vt I I' . I I f VO 3 f�.� •� I I ��, r Fr V .4}emA VVr FV s !- 0 41§§ rE, s ■rW i. i■■ maid I^610111■■ _ , r m■■■m%■■m■■■ SON son ■■■s■■■■s■■■■■■; ■saw■■■■■■■■■■■■■ u GENERAL ELECTRICAL NOTES 1. ALL WORK SHALL CONFORM WITH ALL LOCAL, STATE, FEDERAL ORDINANCES AND { BUILDING CODES GOVERNING THE INSTALLATION OF THE ELECTRICAL SYSTEM. IF WORK AS LAID OUT, INDICATED OR SPECIFIED IS CONTRARY TO OR CONFLICTS P WITH LOCAL ORDINANCES BUILD ING CODES AND REGULATIONS, THE CONTRACTOR SHALL REPORT IN WRITING TO THE ARCHITECT/ENGINEER BEFORE SUBMITTING A BID. THE ARCHITECT/ENGINEER WILL THEN ISSUE INSTRUCTIONS AS HOW TO PROCEED. 2. THE DRAWINGS ARE CONSIDERED DIAGRAMMATIC, NOT NECESSARILY SHOWING IN DETAIL OR TO SCALE ALL OF THE MINOR ITEMS. UNLESS SPECIFIC DIMENSIONS ARE SHOWN, THE STRUCTURAL, ARCHITECTURAL AND SITE CONDITIONS SHALL GOVERN THE EXACT LOCATIONS. CONTRACTOR SHALL FOLLOW DRAWINGS IN LAYING OUT WORK, CHECK DRAWINGS OF ALL TRADES TO VERIFY SPACES IN WHICH WORK WILL BE INSTALLED AND MAINTAIN MAXIMUM HEADROOM,AND SPACE CONDITIONS AT ALL POINTS. WHERE HEADROOM, OR SPACE CONDITIONS APPEAR INADEQUATE, ARCHITECT/ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH INSTALLATION. THIS CONTRACTOR SHALL, WITHOUT EXTRA CHARGE, MAKE FIELD MODIFICATION IN LAYOUT AS NEEDED TO PREVENT CONFLICT WITH WORK OF VARIOUS TRADES OR FOR PROPER EXECUTION OF WORK. 3. EXAMINE ALL DRAWINGS CAREFULLY PRIOR TO SUBMITTING A BID. CONTRACTOR WILL BE REQUIRED TO FURNISH, INSTALL AND/OR CONNECT WITH APPROPRIATE SERVICES ALL ELECTRICAL ITEMS SHOWN ON ANY OF THE ARCHITECTURAL, PLUMBING AND AIR CONDITIONING DRAWINGS WITHOUT ADDITIONAL EXPENSE TO THE OWNER. IF DISCREPANCIES, CONFLICTS, INTERFERENCES OR OMISSIONS OCCUR BETWEEN DRAWINGS NOTIFY IN WRITING THE ARCH ITECT/ENGINEE IE AMPLE TIME TO PERMIT REVISIONS BEFORE THE BIDS ARE SUBMITTED. �- 4. VERIFY SERVICE CHARACTERISTICS, LOCATION, AND CONNECTION WITH TELEPHONE AND ELECTRIC UTILITY COMPANIES PERFORM ALL WORK RELATED TO SERVICE IN STRICT III ACCORDANCE WITH UTILITY CO. STANDARDS AND REQUIREMENTS. 5. INSTALL MATERIALS AND EQUIPMENT IN A NEAT AND FIRST CLASS WORKMANLIKE MANNER. THE OWNER RESERVES THE RIGHT TO DIRECT REMOVAL AND REPLACEMENT OF ITEMS WHICH, IN HIS OPINION, DO NOT PRESENT A NEAT AND WORKMANLIKE APPEARANCE. REMOVAL AND REPLACEMENT IS TO BE DONE IMMEDIATELY WHEN DIRECTED BY THE OWNER IN WRITING, AT THE SOLE EXPENSE OF THE CONTRACTOR. n 6. START OF WORK BY CONTRACTOR SHALL BE CONSIDERED AS ACCEPTANCE BY HIM OF ALL t`#v leti CLAIMS OR QUESTIONS AS TO SUITABILITY OF THE WORK OF OTHER TRADES OR OTHER 5 CONTROL WIRES CONTRACTORS TO RECEIVE HIS WORK. THIS CONTRACTOR SHALL REMOVE AND REPLACE TO TRANSF.SW. G E N E R A T 0 R N 0 T E S AT HIS EXPENSE, ALL ELECTRICAL WORK WHICH MAY HAVE TO BE REMOVED BECAUSE OF T 2 INTERFERENCE WITH OTHER TRADES. ONE KOHLER MODEL 180ROZJ DIESEL ENGINE DRIVEN GENERATOR FOR OPERATION AT 180 KW, 225 KVA, 0.8 PF, 120/208 VOLTS, 3 PHASE, 4 ■ WIRE, 60 HERTZ, 1800 RPM LIQUID COOLED UNIT MOUNTED RADIATOR, O I TE COMPLE WITH ALL STANDARD EQUIPMENT, OVERSIZED GENERATOR O INCLUDING THE FOLLOWING: i COMPLETE A/C INSTRUMENT CONTROL PANEL * MICROPROCESSOR ENGINE CONTROL MODULE WITH COOLDOWN TIMER 6 * FOUR ENGINE SHUTDOWNS WITH SIGNAL LIGHTS AND ALARMS PER NFPA 0 1 1 0 LEVEL i 3 * ENGINE DRIVEN BATTERY CHARGING ALTERNATOR JACKET WATER HEATER 2000 WATTS 208 VOLTS 1 O * FLOAT TYPE BATTERY CHARGER, 10 AMP, WALL MOUNTED WITH ALARM CONTACTS PER NFPA * LEAD ACID TYPE STARTING BATTERIES s * BATTERY RACK AND CABLES * FLEXIBLE FUEL LINES, 18 INCH MINIMUM 9 * CRITICAL GRADE SILENCER STAINLESS STEEL FLEXIBLE EXHAUST CONNECTOR * STEEL SUB -BASE WITH BUILT-IN VIBRATOR ISOLATION MOUNTS * FACTORY CERTIFIED TEST * TEST/ACCEPTANCE RUN BY FACTORY TRAINED SERVICE TECHNICIAN i _ o i MAIN CIRC UIT BREAKER THERMAL MAGNETIC, C 600A I & * SUB -BASE FUEL TANK DOUBLE WALLED, COMPLETE WITH LEAK DETECTOR 8 * LOW LEVEL ALARM, FUEL LEVEL GAUGE AND UL LISTED. 300 GALLON. * REMOTE MOUNTED ANNUNCIATOR WITH SIXTEEN LIGHTS & AUDIBLE ALARM WITH SILENCE SWITCH • * REMOTE EMERGENCY STOP BREAK -GLASS SWITCH O I o ONE KOHLER SOLID STATE CONTROLLED AUTOMATIC TRANSFER SWITCH FOR 4 7 OPERATION AT 120/208 VOLT, THREE POLE, THREE PHASE, FOUR WIRE, 60 HERTZ, RATED AT 600 AMP MECHANICALLY HELD BOTH SIDES WITH AUXILIARY CONTACTS, AND THE FOLLOWING: * CLOSE DIFFERENTIAL UNDER VOLTAGE SENSORS, ADJUSTABLE � O I * TIME DELA Y ENGINE START FIXED AT H T REE SECONDS i I TIME DELAY TRANSFER TO EMERGENCY, ADJUSTABLE * TIME DELAY TRANSFER TO NORMAL, ADJUSTABLE j * NORMAL/TEST SWITCH, MOMENTARY * EXERCISER CLOCK a O * VOLTAGE SYNCH -CHECK RELAY * LOAD SHEDDING CONTACTS OR SHAFT CONTACTS TO INTERFACE WITH O ELEVATOR CONTROL CONFIRM LOGIC WITH ELEVATOR SUPPLIER * NEMA 1 ENCLOSURE 7. THIS CONTRACTOR SHALL OBTAIN AND PAY ALL INSURANCE, FEES, PERMITS, ASSOCIA- TION DUES, ROYALTIES AND TAXES OF WHATEVER NATURE SHALL APPLY TO THIS WORK. HE SHALL ALSO PAY ALL INSPECTION FEES AS MAY BE REQUIRED BY LAW OR ORDINANCE AND SHALL KEEP THE OWNER HARMLESS FROM ANY DAMAGE AND EXPENSE ARISING FROM ANY VIOLATION OF THE LAWS, RULES OR ORDINANCES. 8. ALL WIRE COPPER, IN RACEWAY, UNLESS OTHERWISE SPECIFIED ON DRAWINGS. 9. WIRE UP COMPLETE ALL A/C EQUIPMENT AND CONTROLS AS DIRECTED BY A/C CONTRACTOR CONTROL WIRING SHALL BE IN SEPARATE RACEWAY FROM POWER WIRING. 10. PROVIDE RACEWAYS AND PREWIRE TELEPHONE SYSTEM COMPLETELY WITH PHONE JACKS. 11. PROVIDE RACEWAYS AND PREWIRE CABLE TV SYSTEM AS DIRECTED BY CABLE TV CO. FIELD REPRESENTATIVE. 12. PROVIDE MEANS "FURNISH AND INSTALL". 13. COORDINATE WORK WITH WORK OF ALL TRADES TO AVOID ALL CONFLICTS. 14. DO A COMPLETE JOB, EVERYTHING CONNECTED, READY FOR USE. 15. PROVIDE TEMPORARY WIRING SYSTEM FOR USE OF ALL TRADES, ADEQUATE FOR ENTIRE NEEDS OF ■�■■r■ � ■■■■■■■■■■■■■■■ ■mr ■■r. ■■ No MEN&, ■■■■e■nme■mmaN■: �r�ii►� �■.4 .�i��_ ..du ■ 'INN. INN' am' :: ■� ■■■■■■ ■■■■■■10 CV � 00 c( j ■ � p n C 4 .��' O cn CU E O ■: ■N ■: :: ■■■ ■■■ ■■e■■■■ ■■■■e■■:■■■■■N■■'" ■■■■■■■■■■■■■■■■ ■■■■meN■■e■■■■■■ ■■ee■■■■N■■■■■■■ ■■■■■■N■N■■■■e■ ::■e■■eee■■■■■■ mm■■■■m■■■■■ ■■�O17E7O1IF1L7 ■■N■ ..........■�:.... :::■:�■::::�■::: ■N■eeee■eeeee■■N THIS PROJECT. -- 16. MAKE FINAL ELECTRICAL CONNECTIONS TO A/C UNITS, THERMOSTATS, WATER HEATERS, POOL PUMPS, HYDROMASSAGE PUMPS, SAUNA, ETC. PROVIDE ALL REQUIRED DISCONNECT EQUIPMENT. 17. PROVIDE PULL WIRES WHEN EMPTY CONDUITS ARE SHOWN ON THE PLANS. 18. INSTALL ALL LIGHT FIXTURES (FURNISHED BY OWNER) AND PROVIDE REQUIRED LAMPS. 19. PROVIDE EMPTY PVC RACEWAYS (SERVICE ENTRANCE) FOR TELEPHONE CO. & CABLE TV, F PL CO. AS PER THEIR REQUIREMENTS AND DIRECTIONS. 20. PROVIDE ALL WIRING DEVICES. 21. IDENTIFY CLEARLY ON A TYPE WRITTEN FORM ALL CIRCUITS AND EQUIPMENT TO CORRESPOND WITH THE PLANS AND PANELS SCHEDULE AND ATTACH INSIDE THE PERTAINING PANEL. I 22. RACEWAYS: ALL UNDERGROUND RACEWAYS TO BE PVCINSIDE CONCRET , E SLAB EMT WITH APPROVED SET SCREW FITTING, INSIDE PARTITION EMT OR ENT, FOR FLOOR 4 NOTE: ALL EQUIPMENT TO BE ITE PENETRATION USE ONLY EMT. OR APPROVED EQUAL. 6 � 23. SHO P DRAWI NGS: NGS THIS CONTRACTOR SHALL FURN ISH THE ENGINEER WITH SHOP DRAWINGS g OF EQUIPMENT PRI OR R Q 0 TO PURCHASE FOR APPROVAL. NOTE: 24. TESTING: THE CONTRACTOR SHALL TEST ALL WORK AND EQUIPMENT. THE ENTIRE O c� INSTALLATION SHALL BE TESTED FOR SHORTS, GROUNDS, AND OPEN CIRCUITS, AND ALL ALL WIRE TO BE DIPPER THWN ORr- O AS OTHERWISE SP CIFIED. N ¢ DEFECTS SHALL BE CORRECTED. rn >` O 4 O M vv) rnn i uj -* w ? 25. GUARANTEES: ALL EQUIPMENT AND MATERIALS SHALL BE GUARANTEED FOR ONE (1) YEAR O AFTER DATE OF ACCEPTANCE BY OWNER. 3 Mw u0rn - (4) T5 Of 3M350MCM a. (2)SETS' OF 3M.�5W 26. AT COMPLETION OF JOB THE ELECTRICAL CONTRACTOR SHALL GIVE THE OWNER AN o c» I— u- & 1 1 „ H W ,� M1/0 3 EA SET AS -BUILT SET OF REPR ODUCIBLE RODUCIBLE SEPIAS SHOWING THE EXACT ELECTRICAL I I NSTALLATION 1M2 �! 3 EA SET INTO r- � v, � o7 PL iNl#1LT y 27. BEFORE BIDDING THE JOB THE ELECTRICAL CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH ALL EXISTING CONDITIONS. si L V� 400A,3P 60A,3P 4M3/0 2" (HDP2)-�� IN BKR. MAIN BKR. a� 4 #3 1-1 " 4 /4 3 1-1. %4 ® �,XDP2) ( ) . 1 LF XG , L() LE o TE eol. �-� a 3M3/0 & 1M8(N) 1M6(GND) 2"PVC I L ¢ �' IkE x (HDP4) t2 to o I,, 1'FVG r EQUIPMENT SCHEDULE DESCRIPTION, 1 OA,3Jd,120/208V,PRES W W/2000A CURRENT LIMITING URE BOLTED FUSES. 2 BKR. 1200A,30,120/208V, 65,W0 ITE ND63B120 W/MNI A.I.C., CKT. Cl ENCLOSURE. 3 OA,38,120/208V,DISC. /600A LOW PEAK FUSES. `. ITE SN426 4 A,38,120/208V, 100, KT.BKR. ITE MC64W A.I.C. 5 PETER MODULE ITE MM44U RANCH CKT. BKR. 22,00 W/125A,2P, A.I.C. 6 P BUSSED ELBOW 7OlOA,39,4W,120/208V, PIOVIDE A5 fiLUM. ACCESS PANELS REQ'D. BUSDUCT LOBBY AREA 8 I ST, TIME SW. FOR CKT XA23 9 I ST, TIME SW. FOR CKT XG7 10 3 ST, TIME SW. FOR CKT LE1,3,5 11 3 ST, TIME SW. FOR CKT LE9,7,11 12 3 ST, TIME SW. FOR CKT LE13,15,17 13 4 ST, TIME SW. FOR CKT LE19,21,23 14 1 ST,_ TIME SW. FOR CKT CF15 15 4 T, TIME SW. FOR CKTFIF17,19,21,23 t wo ? on wn. ■w Z p IN O ow■am ' U ON W_ ME U MR 0 WINJ ■n no n' H : ■ IN on wA we ■M ■R' ■A Mel a on a "ago,, n %: I I I I 1�� • ■m■t3OU13N170E3e■■■■; ■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■:' ■■■■Name■■■■■■■■; ■■■■■ m■■■■■mN■■: ■■mmN:■ammomem ■e■■, ■amNN+ ■f ■ono IN ' n�o MENNEN ■■■m■m■■■NS noun: :ME iii::N::ng som■■�L7oouNoElm011 ■ ■■■� an ■Ne 1� J■f i,1■Nam■e. ■■■ 1 ■ [in No ■■ 1!' NCw',INNN■mm so No ■■NN■N■■■e. ............. MEMO mass ■O■■ + + 1 • + I® 0© • Qs.. �0■m - JIB .:. ■■■�Ai ■■ •• ■■���■■■�1•I■I0 MINE I RE 11M in ■■■■■■■I■ ■■■ �!!M! .. • ■tt■tt■■■■■■ • a " •• ■■■ ■■■II■� imI® ■■■■■■■■w[ - .:. �i■■■■ ■■ I■■■I■I■I®®■ ■�E� ■■®�■■■G�I�l■III ■���■ SWU • �_I■III_ IN - ® MonsNO _ ■ 33 ■�■■■■■■ �C�L-7�■■����I■III■ ■■�■■■■■ ■■ ■■����I■III■ 39 ■■■■■■■■��■■ ■■■■■■■■�—■■ 1 ■■��� ■ ����t■III I■IIIO■ ' .��� ��l��■��■��I■III I ■ TOTAL ® I. : • TOTAL- + . ■ TOTAL�I CU THWI + a , t.5;1i£'�■i'UI�/:TeTI�■��®<�Ip(gRitl;•i•�:"iIR;liiTri♦�1 `,�.t:�1 ��lLii�3�:?♦� •NEESE I�.I� rrrN ■■��_ .r• O© �• 14�I • .. +. r mama■■■wtkf*M • ^� "�. r ■■■■■■■C��/T,7 - ma-moMEMO • ®© 'ice' f�� r r. ' ■■■■�■■■r�■�■■� ■■e■■■■■ram ��■�■�■■in DTI ■1•■rr%71���°�Io■■■■ ■■Itttttttttl■L`.! ■ mama■■■ On■■ I■ •' MA 11' . r ..r : ■■■■■■•�\lt ■I■■■I■ ■ ■ 1 I� I� ■■■■■■■II■ ■■mama■41 ■■■ �.,.■�..■ mama : ■■ + �Illllll�ntlllllllt ■■����■I■III_®■ �Itltl■II■III■NEES! l�l® • TOTAL ® I.III� r WATTS; 5-7 -7�O TOTAL AMPS NEUTiffil FEEDER:TOTAL CU THWN • mill PANEL I AMPS I VOLTAGE PHASE I WIRES I MAIN I CIRCUITS I MOUNTING YPL_ LC 250 112,0200 3 1 4 LUG5 42 'juRFACE TE O AL CKT. NO. WIRE COMO. INCH CKT. 8KR. SERVING WATTS KT NO. WIRE COND. INCH CKT. BKR. Pb-L-E-FAMPS S VI WATTS POLE AMPS —5 S ' 4. �5 140 1 AC CU 13 8280 _ 12 112 2 -20 AC Cu 2285 -4 .,8 1/4 2 40 AHU 12 4• Kw +-rTR. 5 6427 7 9 it 8 114 1 1 40 AWL) AN14+1.501 HTR• * 9Goo —8 io g '�/4 2 50 AG co 12 is 12 1 2 2 20 AC CO 8 2�88 16 60 f 2 CEO ANU 14 -7 5KW HT2 groat i 9 8 1,314 2 40 AH08+GKW NTIz 60r76d* zo 12 !tZ 2 20 AC cU I IC�2o 23 i $ 3 4 � 2 50 Ac Cu t o G45o i4 8 'J/4 � 4o ANu 21 4 kW Ht'Q•rj2q� 27 <0 1 2 Go AHU 10+7.5KWHTQ ! f)wo to th 2 3o TRp9M c ur41r 3320 is 29 12 112 2 20 AC CU 11 1G22 30 'J-2 1 1 O F G.I' R-Ed E 31 3z E g 3/4 2 40 AHU I t+4�5 KW HTIZ C2001" 36 35_ TOTAL �j0900 TOTAL 2L200 TOTAL WATTS:57820 TOTAL AMPS LINE: 1(o0 AMPS TOTAL AMPS NEUT: I A : PS CU THWN FEEDER: �# aj/Q 1 # �j (N' %! I�p C� f D•, i� E! �V C JCL/4KL7C7I 1..OQV• - TES 1. N6LII.I6 AND HEATING LOADS ARE NOT COtNCIDF-NT,&L 2•BE{=01ZE 1►J5TALLIIJG CKT• BK¢S.jNE ELECTr{ICDLOON'(RdGTO� �jydLL VERIF`(�jIZ W 11E Pl1tTE �AiItJ61 PANEL I AMPS I VOLTAGE I PHASE WIRLS MAIN L CIRCU MUUM I I Mu I MAMUFAI ui< K I YPE �.D 250 120/708 3 4 LAGS 42 Sui;FACEfEFE oe Q AL s► UEMA 3 CKT. NO. WIRE CND. INCH CKT. BKR. SERVING WATTS KT N0. WIRE 'INCH COMO. CKT. 8KR. POLE AMPS SE I WATTS LE AMPS _5 8 3/4 3 so AC CU I<o 10060 6 12 112 2 20 AC CU 2288 8 3/4 2 4o ANu 9 G 'L.1 VTR. Co 7 li $ 3/4 40 AHU 1Co �l•SKW HTR. 9C�oo a Iz 12 112 2 20 Ac cut t Coca 15 17 8 3/4 5 40 AC CU 18. 8w 16 8 3/4 2 4o AHU 115 4 IN HTIz P 520(:31` 12 112 2 2o) AC CU 2288 9 21 23 G 1, 13 (co AHU 18+162KW NTR + 123X 20 22 8 3/4 2 46 ANu 1-7 4 KWHTrz 52 24 27 8 g� 3 40 AC Cu A. 82$o, 10 'I2 2 4o AC cU O 3200 is 8 13/4 2 4o AHU 2a 4' KW 14TIZ 52ce 31 13 15_ 8 3/4 3 40 ANU 144-75KW4TZ' x c)600 32 34 10 ►12 2 30 TIZAS►d R rJ N I T 33&* 6 TOTAL 3t90� ' TOTAL 25.420 TOTAL WATTS: 57,M TOTAL AMPS LINE. 159 AMP5 -F TOTAL AMPS NEUT: I Al i P5 CU THWN FEEDER: 3#3/0 § 1'i (w) 4 1#r0 (GND) 2" PVC 11 - *rL-AKUcSI L.UAD- NOTES I•GooLmIG AND N1=AT14JG1, LOADS 2•5EF612.E INSTALLIQ& CXT'• Blici /.IRE iWT COINCIIZEN'Y'AIL 744E ELECT • CONTP,pG7ot:9Noil VEQIF`( SIZE W/NAMT= PL ATItJCvk, PAN I Lt 125 12a/ 68 3 4 LUGS 24' SURFACE oR1�dAL Si CKT. NO. WIRE COMO. INCH CKT. SERVING WATTS CKY NO. WIRE COMO. INCH CKT. 8KR. POLE AMPS SERVING WATTS POLE PS 1 t Z P R l2 1 Z GND. • LT • o0 3 10 4 TELCP uE EMI -72o 34, kzco 6 GEN• WTt•NTR JACKET 2500 9 2 PARKII.IG 'DECK ?05r ]j. 3Ge0 10 1 ReGeP Lti= tl CF QAWt4 LT . 12oo 12 AGF 13 1 1 OUT5%DE LT 14 35 16 17 18 19 LAIJTem L•r5 17.00 20 11 22 13 _ 24 TOTAL 141 0w TOTAL (oleo - TOTAL WATTS: 25080 TOTAL AMPS LINE:6D9,AMP5 TOTAL AMPS NEUT: �D9 dMtxj CU THWN FEEDER: 4Jk VJ4 PANEL PHASE WIRES MAIN BKR CIRCUITS MOUNT[ MANUFACTURER TYPE L F 4ao �TA 40oA 30 SURFAC52 .COND. WIRE INCH CKT. SERVING WATTS KT N0. WIRE COND. INCH CKT. BKR.N0. SERVING WATTS POLE POLE AMPS 32 x 3744a 2 Ace _S 9 10 �2 3 Pool PuM 4000 '3`- 6 io 14 13 10 ! I7- 2 POOL- VAC. PUMP _35 1 QOOL Li 16 17 L K 5 00in 18 _19 PLAWTE LTS 20 21 22 23 24 TOTAL WATTS:60,560 TOTAL AMPS LINE: 250AMP5 TOTAL AMPS NEUT: 2-T0AA9;i CU THWN FEEDER: (2) ETS OF 4,¢z�40 4 1 # 1/0 (6HD.) -Z/1ZIt��/G Eta. LT IGE I PHASE I WIRE MAIN CIRCUIT UNTI U TYPE LR 250 1?D/ 0$ 4 LUGS 24 SU2FQCE 2T)= oetl�tUt1L 51 CKT. NO. 1 3 WIRE 12 C No INCH !12 CKT. BKCKT SERVING AHU I (2M) WATTS 12880 NO. WIRE 4 COMB. INCH 1 CKT. BKR. SERVING PCU I WATTS (728o POLE 3 AM 10 S POLE 5 NIPS 90 6 ii 4 ( 20KW STRIP HTR• 20,000 4 1 3 90 PCO2 17280 12 13 15 IQ 4 112 I 3 9 ANI) 2(2W) 20 KW STRIP HTRe 2880 2(2000 16 t I REG . i 20 ROOF EE N 17 18 Fe aEceP -- 24 *TOTAL 1504001 * -V TOTAL 4120 TOTAL WATTS: 5472D TOTAL AMPS LINE: Ir^}2AIMP5 TOTAL AMPS NEUT: IfAmP5 CU THWN FEEDER: 343 O 4 1#cO /Z^ 1KW U)CILINO LOAF n D HEATINC71 LOAD AKE WOT- CQI1-CII.UENTAL'• TOTAL LOAD OR AIZ COI.ID• E4UIP E-$4T = C000IG (96A) + ANU L1oTOZ (IGA" + "HUT (,MA)=140A 14OAMP5 = 130, WO WATTS 0 ►J E Lj K LO e PAGE TO B E O N R 041=AT PA L-_ i iDP 12 O PHASEVOLTAGE _ 120/208 MAIN LUGS NOUN IN I SUIZFAce MANUFA TUR IlE oe ff TYPEREWKS FI CKT N0, SERVING WIRETUIINCU COND. INCH ECT& CONND IOAD AMPS POLE. --T_CU AMPS TING FUSE LI L2 L3 NEUT 1 3 2Gb PQNEL L A 4.# 3/0 2 120 120 120 120 ,,2 3 00 RAVEL LB 41t 314 Q 1G0 ICAO WO 160 3 4 '3 3 CO 00 PQNEL LC PAWEL LD �/O+1tt8(N) lit•Co (GuDi CIO+IttBC>J) 6 GI1J D 2PuC 2PV[ IGo l'39 troo ►rj9 160 I5 12 12 5 3 100 IOo PotJEL LE 4#3 a/o 2 1#! 0 D1A , 2 �2 61,69 250 250 69 2EV Gy 125 15 Sao PANEL LF _ 7 3 0 200 ?LtZL LPa 3#3/o d ►#(a TOTAL CONNECTED LOAD 1070 5t3 1070 to-lo CU TWIN FEEDS. •�, ; (4)9ET5 OF J#�j5Q1.r1GI� t' I�' Q 3rI EA '5ET ...,�•��EVE-•..1EEErv� r•V7Ii l 1`tYt P7•.NEL VOLTAGE PHAS WIRES MAIN CIRCUITS MOUNTI MAMU A TU, Q 12S 120/ZoS g 4. LUGS 3o So2FAce TTEoREaUAL 51 CKT. NO. WIRE C I D. H CKT. BKR. SERVING WATTS KT NO. WIRE CO11. INCH C+- 'SERVING WATTS POLE AMPS �6R. PS ++2 0 SoppOf FAW 5FI 2(GO _ - I D 612 5 7 - 8 1 5� P L'f FA1! F2 -720 9 10 �, FAN 11F 10 O 11 13 12 AZ&Ge LT5• 1000 5TA I R OOo 14 ELE • PIT -12o 15 E IT G O 16 1 SOCIAL R►4 TS 720 17 HLELT+S O• RM L75• 18 Pc 19 C O KMIDo v- L CooO 20 21 opDv LT5 O 2_2 _23 C NoPY LTS• 24 ZS tJD l• L 6• 26 27 IRE ALARM AIDE 28 19 I i 30 • TOTAL IQ800 TOTAL II�C7O TOTAL WATT :2588R2 , TOTAL AMPS LINE: -71 /AMPS TOTAL AMPS NEUT: 71pmPS CU THWN F DER: 4ii 114 PANEL VOLTAGE PHA WIRES MAIN [RUT UN I MANUfA TUR R TYPE g 1�5� 120/Zo8 3 4 L1,Ki5 30 5u12FAGE ITS OR E-(QQAL 51 CKT. N0. WIRE C I NO. H CKT. BKR. SERVING WATTS KT NO. WIRE COND. INCH CKT. 8KR. SERVING WATTS POLE AMPS POLE AMPS 1 + - 13 FL. T ( 1 2,._ OIaND • FL• LT5 IOo�- 3 - 4 GNgi FL•LTS• IODO 5 -i 6 _ LoGICER RM 7 - 13 8 LOC-V R RM- 9 10 >c1T 1G • ' It 12 ELw•PIT' 13 A R L 10 14 SPAG IC 157-EX,17 G 00 16 17 19 11 li Sum,( F4.0 5Fl 2160 18 20 22 �- 23 55?>� TOTAL "7 12580 24 - TOTAL gN TOTAL WATT A .- 2234�, TOTAL AMPS LINE: Gn AOAP5 TOTAL AMPS MEUT: 1D(i5 CU THWN FEEDER: 4'1:3 1/41) , PANEL S I VOLTAGE I PHASE WIRES I MAIN URI CIRCUUN 12 WIRE 1 FLU51-1 CON O' CKT. BKR. INCH POLE AMPS i oIz E QUbt LOAD 61-,JTER SERVING WATTS XCa 12 1 10/Zo8 3 4 co A"'P51 CKT. NO. WIRE Coto. III H CKT. BKR. SERVING WATTS CKT NO. POLE AMPS 1 1) 1 Z 2 30 20 I AC UNIT' 3Eoo �- 1 1 2 I O EGE 20 3 4 45 E 3 I LIGOT6 6 7 (OUTSIDE- LT5, 8 9 GcTE 10 EIE 11 p 12 TOTAL 6386 TOTAL 4/�20 TOTAL WATT : IV I�IJ TOTAL AMPS LINE:3QbMl'S TOTAL AMPS NEUT: 3oAHP5 CU THWN FEEDER: 406 A It* 10 &-tJj)) ,`/4-E! P VC PHASE WIRES I MAIN t CIRCUITS I MOUNTINGP XR 40 IZo%8 3 4 LUCaS 24 50f2F• 1:1B oREQUAL 53 CKT. NO. WIRE CO IN . CKT. BKR. POLE AMPS SERVING WATTS tKT NO. WIRE COMO. INCH CKT. BKR. SERVING WATTS POLE AMPS 1 3 7 12' 11,3 30 ROOF FAN EP7 3FiP 39roo 2 4 1© t12 2 30 ELEV RM• pC 395- 10 2 30 ELEV•FTN• AC• 3952 9 11 12 i f 3 30 ROOF FAN EF6 314P 39Coo a to o ELEV, Rm LT o0 12 LE • R� L 13 15 _17 11 1" g 1,25 ELEV• 1•A OTO R 3O A? '53120 14__ 16 LEV• ca T �L E B LT5 18 IRGPAFT LGTS -23 It/ 3 1Z5 ELEV• ►AOTOR S014P 35120 20 F FA1,1 5 6 I IE 20 22 R OF FAN F •5 I - — TOTAL -74160 _- TOTAL 11513D TOTAL WATTS 85-740 . TOTAL AMPS LINE: Q'6B AAA PS TOTAL AMPS NEUT: 10 eMP5 CU THWN FEE ER: 7j# !)150 MC M 4 1# CO 311 �k9HIJWT T IPt-=L.T- B V- Co1,Ji11=GT TO HEAT ui=TEcToe AT-�P 1= �4-14F7- 61:r 1�114E T E5 PANEL I AMPS I PIIAS I KmJ NIING ALIUR H I lyrt I Hi XDP 600 I OREEa. I FI CKT ' SWITCH SERVING WIRE THIN CU COND. INCH CONNECTED LOAD AMPS POLE AMPS RATING FUSE Ll L27 L3 NEUT i 400 16o Pn�EI. Xl� za wlc�l S 238 238 I,236 10 3 160 100 PAaEL XA 4#3 N4 -11 -11 -I t -1) 3 l00 100 QpIJEL xa 4*3 04 62 62 62 C-Q Go PA�1 E L XG 4�G d 1* 10 1`/q 3o 130 '36 30 '3 too too N5E P MPs• 10N?410g? 3#t�j 1'/4 (,4 (.4 CA O TOTAL CONNECTED LOAD 465 4 5 3 1-1 CU 2 THHN FEEDER .C?)/9ETS �# 650 MCM I 1/0 S" EA SET IDE C:0KV-5917 LIMITINCT F05E5 T T`IPl_ FLCRIDR ENGINEE1tING 6111 1 a E 34 N.W. 168TH STREET NORTH MIAMI BEACH, FL. 33169 TELEPHONE: (305) 653-0212 0 z J In z 0 cn z 2 U 0 Tn mama■■a'•.:.., C pp W Will IN P-1 -'5 4!�:4 kio "I. 'g� .. R In J';' a�' Q I q I I II,,�' P. A I a 21 P, INA 2. ALL 3. ALL%Ne F"T OTHE 4. ALL I 9UPWO 5. REFER WALL W1,1111i W,d. e W C 131 1 IMF!, r � wo. egN Q1 r. amw r. ""UAIl''I'l "All g, 2X zFtJ iiiii��i i��i��i� NJ I I /'' 1-1 AL AM■ MEMEMMOMMEM■ MENOMONEE 0■a C) 10 7 LC) CN C-4 C'r) o 00 Cv,) ---T 7" ' 4 ic "Ti rill, " avM 6,; 12AF T> W / -T- TI2USS p�w2NLT 1�1 all WIIJIJVOW I �� �200C HEAP HT \dlubow/ bOOrL H EA > HT. o cT��—L o1D" PAIL) H ISr F. F, , 0O e511 12AFTM /TI2U-�S 13k2NG�. G 100! V, W100oWlVooie µEAb 4+T _ 0.. H. Z" 5 F. 12 W)W00W/VOW HEAP HT — O, H, 01-011 ~ PATUH /IST F,f F- 1� SOUTH BU SCALE: I Z % 4---------------- 210� O• L �� . - J. 0r H. t o .I u • I� II la /71' / 11 _ l --------- —�, F {{ .: ?�4��_ .�� � �::„ ..• ,� • tr� w . ILDIIG ELEVATION NORTH BUILDING ELEVATION BUILDING ELEVATION KEYNOTES, 1. 2 X 8 ASCIA BOARD AND 1 X 2 FASCIA TRIM. ^ -'- --------------- _ - -- SCALE: 1/4": - sai �y• I'3� 011 Iv-oll m O 1 m ZoL fj° GAF ic-/ TP-LAe , �.J6r, "0A770m/ �jsi FF I2AftEl2 /t�eu�s pizNC�. �vl�n9�u/boon NEap l�tr v. h ��9 n 2Ne FF, -1 ov5?\v/hoOKt HEAP HT H- =. PAT-UH/ 1-tr F ■ SCALE m I 1/4":1'-0 4A M S lll`!TNM,��—'11�� �r I NMI, 1"ASafi i 61 ri II f Ill 1. Rk 1 IN m RiSX-, WK-l", Al— IW, r 2 A W� IN MAI zz ko rH X, �f 4,�i "Ti Nv 10 t KITCHEN ,.,-,.:n 5,`",M�N$ �. ,,: r ,. ® �E,,,!,1, � .;. � 3� A x��i r,� .� .,',u � g•t :A �.', +� �.; � ,i„ Al sEEL3Afa:lx%l --lMoM MEMOVI I I 1 11 loom, Erg 0 ff a 0 IF K-1 990mr, oil, ME ow NEMEMEMEMEMEMBE BE ow NOR 0 MEW ONES LO Not I I FEEL C4 END • NNW "NOW Mat CL iHE 1�2 cl) Emig C) a a rs, 0 (1) 00 mor C14 Emit C (y) COL Oak, MEL map ®ELF mak amt MMV Nor ® moi- NNE cn c Map, ®ENS o 6( • - MEW. Not Nor lot NMI MME MW NNE • MM6T OW ONE, • • Mali NNE, ®® 4b� Ilk u A` a 9vA'i F ,4 4 i , v..k l , r. , r , r ...:.. , h fi• ..%. t".♦ i'i X.. cn a. MUM o .. x� pp r.Y n t i wY >f f 5��'Y •e.. � '.& d rk � e n � I � w 4 r < 4 e M1 Y N L 3'y y t 5 a � J f I 4 i`u x ti 4AFI+!'x � tkP.° ft + 6 k E 'is pp 'v, uit .n P A ffi X 4 i tz ac 5� y c +'r w. e ,. dJk • ✓1 v d 'u ry Y "M1 t t µ, a^ztl+ La YL A f Sr'w it to m r 'uM ' K 3 w t < n r F Y 5 tl t" n r WAI #�pit -Gi f a,»y AIN 4kxvati z. 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CONCRETE FLOOR SLAB PER STRUCTURAL ENGINEER. 2. ISOLATION JOINT. 34. LIQUID -APPLIED WATERPROOFING. 3. COLUMN, BEYOND. 35. SLOPE: TOP OF SLAB TO FLOOR DRAIN. 4. PREFINISHED ALUMINUM PERFORATED SOFFIT. 36. 2 X 6 STUDS @ 2'-0" O.C. 5. 2 X 8 FASCIA BOARD. 37. 1/2" DRYWALL WITH "KNOCK -DOWN" FINISH. 6. 1 X 2 FASCIA TRIM. 38. 6" R-19 BLANKET INSULATION. 7. PREFINISHED ALUMINUM DRIP FLASHING. 39. P.T. 2 X 4 NAILER. x 8. PREFINISHED ALUMINUM "BATTEN -SEAM" ROOFING ON BUILDING FELT ON 40. PRE-ENGINEERED WOOD TRUSSES @ 2'-0" O.C. 5/8" CDX PLYWOOD SHEATHING. 41. DOUBLE 2 X 10 BEAM WITH 1/2" PLYWOOD SPACER " tfi 9. 2 X 4 FRAMING @ 2'-0" O.C. (TYP.). 42. PRE-ENGINEERED WOOD GABLE -END TRUSS.' 10. 2 X 4 RAFTERS @ 2'-0" O.C. 43. 2 X 4 LOOK -OUTS @ 2'-0" O.C. "{ 11. CONTINUOUS P.T. 2 X 4 NAILER. 44. SLOPE TOP OF CONCRETE FOR DRAINAGE. 12. PREFINISHED ALUMINUM "PITCH -BREAK" FLASHING TO MATCH ROOFING• 45. CONCRETE BEAM WITH INTEGRAL 8" BALCONY EXTENSIO SEE TH ( 13. P.T. 2 X 8. E 14. PREFINISHED ALUMINUM RAILING. BUILDINGELEVATIONS") PER STRUCTURAL ENGINEER 15. 8 X 8 X 16 CMU WITH HORIZONTAL JOINT REINFORCING @ 16" O.C. 46. 47. STUCCONER BEAD CONTINUOUS DRIP GROOVE. VERTICALLY. REFER TO STRUCTURAL DRAWINGS FOR FILLED CELL 48. DRYWALL CORNER BEAD. INFORMATION. ESX 16 CMU. 16. CONTINUOUS CONCRETE TIE BEAM. REFER TO THE STRUCTURAL 50. 1/2"DRYWALLON 3 MIL. VAPOR BARRIER ON P.T. 1 2 FURRING RRING 17. DRAWINGS. HURRICANE STRAP AT EACH RAFTER/TRUSS. WITH 3/4" RIGID INSULATION. 18. 2 X 8 RAFTERS @ 2'-0" O.C. 51. WALL BASE PER INTERIOR DESIGNER. 19. $/B" STUCCO ON PAPER -BACKED METAL LATH ON 1/2" EXTERIOR GYPSUM 52. 53. ADDITIONAL 6/6" BUILD -OUT AROUND PERIMETER OF FIRST FLOOR. SECOND BOARD. POUR OF CONCRETE, WHERE SHOWN, FOR POSSIBILITY OF 20. DOUBLE 2 X 12 BEAM WITH 1/2" PLYWOOD SPACER. FUTURE BALCONY. SECOND POUR NEEDS TO BE ABLE TO,BE CHIPPED 21. CONCRETE BEAM PER STRUCTURAL ENGINEER. AWAY AT A LATER DATE WITHOUT DAMAGING FIRST POUR.' 22. CONCRETE CANTILEVERED FLOOR SLAB PER STRUCTURAL ENGINEER. 54. CONTINUOUS CONCRETE. FOOTING. REFER TO THE 'STRUCTURAL 23. 516 STUCCO BUILD -OUT. DRAWINGS. 24. PRECAST U-LINTEL REINFORCED PER STRUCTURAL ENGINEEIR, WITH 8" 55. HURRICANE CLIP (TYPICAL). BEARING EACH SIDE OF OPENING. 56. CONCRETE FLOOR SLAB (PER STRUCTURAL ENGINEER) ON 41MIL. VAPOR 2. STUCCO FINISH.OR BARRIER ON CLEAN, COMPACTED AND TREATED FILL. 26. FLO FLOOR FINISH PER INTERIOR DESIGNER. 57. CONTINUOUS ISOLATION JOINT. 27. CONCRETE FLOOR SLAB WITH THICKENED EDGE (PER STRUCTURAL ENGINEER) ON 4 MIL VAPOR BARRIER ON CLEAN, COMPACTED AND TREATED FILL. 28. PAINTED PIPE HANDRAIL, BEYOND. 29. STAIRS, BEYOND. ^ 30. FLOOR DRAIN AND PIPE. 31. 1/2" DRYWALL WITH "KNOCK -DOWN" FINISH ON 7/8" METAL HAT ' CHANNELS @ 16' O.C. ON 1 1/2 C-C HANNELS @ 16" O.C. SUSPENDER FROM SLAB ABOVE. a fis.' 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Y!n' t i� v aIYP IIa1 9dP IIVApYklll �%� , i '• r DECK '� - '� 1 w `` . {3fi ,y"j-wff rtd�'�¢� a{ I. tM1 Y Y t, Pq ! pilMl �'q�Fd74 rvb?wd��i k'}�} 4 . it YY� }p 'tl " • • R `4"'"a � +,;,,Yr• • • ,�`� _ • a a ! h ' r,I ,�'S( SY�pz M j ipl k Ii9 ° pPOOL • ■RAM {M DECKANDF COIL_ By OTHER CONTRA GENERAL NOTES`. .., , MR, AN 1. All wood shall be pressure treated or 'Wolmonized pressure treated' of the nominal dimensions indicated. 2. All nails, bolts, and other metal components shall be hot —dipped zinc —coated or equally well protected. 3. All metal hardware shall be sized appropriately by the contractor to meet the situation intended. 4. All spacing between the decking boards shall nol exceed 1/8" in width. 5. 6. No nails or bolts shall be placed no closer to on Whenever possible, the contractor shall place de edge than half the thickness of the board being fastened. king boards bark side up to minimize cupping. 7. To reduce splitting, the contractor shall take appropriate professional remedies necessary. 8. Should the Owner wish to stain or paint the deck, the contractor shall coordinate the color and type of paint or stain with the Owner. 9. All woad members shall be structurally sound, a d of the necessary grade to perform the work in a professional like manner. 10, Should any discrepancy, oversight, etc. arise, it hall be brought to the attention of the Owner, or his agent, 11. for a decision before proceeding with the work. The contractor shall comply with all local codes and ordinances and obtain all permits necessary for constructing the decks and ramps. 12. The contractor shall coordinate his work with otiI contractors to assure efficient and timely completion of the total project. 13. All deck and ramp work shall be done under thE supervision of a knowledgeable foreman, and by persons experienced with accepted construction procedur s. 14. The Contractor shall be responsible for providing all labor, equipment and materials in the performance of his work. 15. The contractor shall protect all existing structures, utility services, vegetation, and other items scheduled to be saved and be responsible for their repair or replacement if damaged by him. "v£ 16. The contractor shall remove all debris and unsui able or surplus material from the site which is generalted by him or his work. 17. Whenever there is a conflict between the plan, motes, specifications, and/or local codes, the contractor shall assume that the more restrictive or stringent shall apply. <18. These plans and design were prepared using baste, site, etc. information supplied by Powell Design Group, P.A. ; DWA is not responsible for any errors, misinfornf ation, discrepancies in the information provided. f 19. The Powell Design group, P.A. shall. have their stj uctural engineer cross check the structural integrity, wind loads, etc. of this design before putting it out for bids. Should their engineerings find any problems, it shall be brought to the attention of DWA for correction before putting the design out for bids. x < 111 O z O O UD �d � (n Z N O Q U � W¢ o ro Q Q 7 T LJ o w< C.)1 O ow Y > Q O Q Date 4/26/94 Scale As Shown Drawn DLW Job # 94140 Sheet =I Of 2 Sheets 0 z 0 J_ D m I 46'-9 3/16" 7'-2" EQ. EQ. EQ. EQ. EQ. EQ. ILI III N I n 24'-7 5 8" 6'-2 5/16" EQ. I, EQ. r` � I z N I O 7'-1" 7'-2" 7'-1" 5'-5" 7'-2" 7'- IR 7'-2" 5'-5" 7'-9" 7'-6" 29'-4" o w bo 14— -- 0 N Cq 6'-0" U 19, N � gyp•• I \� p•• 1 S, 6- 0 �, 5'-1 0 \ 6\ 6. 0 6\, \/O 6`, 11 6\ 6• gyp,, � gyp. /O•• 6- 6\ gyp,• F. \7p �O 0 z m a U W O W z J Or w z w U w z J O 0_ EXISTING WOOD DUNE CORSSOVER TO MATCH INTO NEW DECK BY CONTRACTOR POOL DECK AND POOL BY OTHER CONTRACTOR CABANA POST BEAM 8c JOET PLAN - SCALE /32" = 1"-0" (EACH HALF SHALL BE MIRRORED) PRE 9/15/88 COASTAL CONTR. CONTROL LINE. NOTE: All general joist locations shall be 24"+/- on center unless otherwise indicated. 11 REVISIONS BY r� 0 Q n o v� O o � z 0 U W U U � z z In z z U S FIX I-- O N 0 U z c� Ln (n O N O Q U r W < z-00 m �0 <_��_� ofM w o' 0< U_ � ow Yaa J Q Date 4/36/94 Scale As Shown Drawn DLW Job # 94140 Sheet D=� Of 2 Sheets - .l .K^ R.... Iry f R „{r,� kkr. 'i o ,k .1 5 s9..i. 2 R'Y,:, k. 2 Y'. x� c frI■■■■\ IF . mmmmm E■ IN on ® ' * mini ang Sol ■■E so BE ®■ ® a MEE MEN ONE ®■ ONE mini ®■ ® ■■E NEI ®■ ' ' NEI ■■E i® ®® ®■ ® ■■E mom is ®■ • • ®® ■■E ®No ® ON • ®® mom IN ®® •► • : �5 ii ' Nmom won EN ®® / ■■ i® ® mom ®® NE mom i® ' w MEE ®et ®® NNE ®® ®o ®® ■■ ®® ® MEE ■■E mom ;%h �114 POOL NAN, NOTE: POOL DECK AND SURFA CE IS NO T IL L OMINA TED SM(MMING AFTER SUNDOWN IS NOT PERMITTED. i�� .7- wwg "I ml. n-,"R mal il-el MIA 4W M,gpq,,ngn� E�R Ri 5','A�;, 70fl Vw4 NK k ,V,Mli 14 jr -AN W, sx, V 0,21 1151% PEI, T, 7 g, kw N MOM �o IND. -101 'T511 3 GAL.,� 8-1 Jl 3 V% k" gAI tA IN l 0- an ga, MIA FEW "All I 1�0 IN ITMV ko- All; ING wr pl-, H7:m �xo Tr WP Ell GIN I VA? I�N lx, ... .... il m1V 1IR, 14 MvRi 01-52FIA R; a �P-, Nk, ANIJII, g Ilt LIM 211 _,p S4 t tw, 11, c 14- il?A jim zi r - . .... MUN .......... ARR 77M AL AL� CZ Lo co c) 00 C\1 cy) cu AN 4� E `4, t =I 4�. EL mpl�—.i 9[ 100 OIL — N�—r I i 4 9 PITTS. TREE FORM ! 19 JUN. PAR. 4 THRINAX RAID 3 GAL. 2" OC PRE 9/15/88 FG-7- CT / / FG. 8 -10 0. A. COASTAL CONSTR. CONTROL LINE 0 ----------r— --- \-------- ----'———---——--— 19 JUN. PAR 27 RAPHIOLEPIS INDICA 3 GAL 2 OC •. 3 GAL. 2 OC ° r ° 51 RAPHIOLERS INDICA 12 PITTS. TREE FORM 3 GAL. 2 OC FG. 8-10 O.A. ° ° ° ° ° / If 3 SAB. PAL / ° OA HT ' ° 6 PITT TREE FORM FG 8-10 CA o a00000-oq� aQ+,OiI� o �onaov�dro°nb°o*e_+ dibrblt�b:0!b��Dillilab' _�`�� . ,OO.ts�i+• �? /14El 26 BUILDING O ° ° 12 / ❑ \ 10 ° 24 28 \ 39 SCAV. FRUIT. / % / ❑ 3 GAL. 3 OC 14 (` LA GRAPE) l (5) TO AL5X5 �12 / ° TYPE "SLF" 18 AFG TO CEN TER. / 6' HIGH / ° EXTERIOR ❑ PE-24 PANEL—AF" PRIVACY WALL / LL #10 � 12 / ° 22 II (3) TO AL / 14 / ° nn� TYPE ..5 J» Q � ¢ #10 / i+ 16 ° 20 i PE-25(2724 , 16 / ° i PE-22 (3) T AL 26 30 SAB. PAL. CA HT. / ❑ � / TYPE AS SHOWN / /18 ❑ 26 / ❑ j 16 / ° GRASS' 21 SAB. PAi . '_;,�, 2 0 14 / SPACES 1 AS SHOWN • ❑ 6 (8) TO 0 / / ❑ T IP4E "SLJ' (4) TOTAL / 20 / ° TYPE "SL1 — -f- / ° 14 ENTRY CANOPY • • Y 66 JUN PAR_ 3 GAL. 2 OC - PHASE LINE ------------------------ ° PROPOSED / RETENTION i ° , AREA / ° ° ° 91 PITT. TOB. "IMP" HADCO SRL2-A LOW / 3 GAL. 3 OC ° ° ° 4) VOLTAGE DECK LIGHT 12 COCCO. UV ° ° ° OUNTED ON 10 GAL. 5-6 4 OC 24 RW AT 18"AFF. ° SrJRFF TNUED ON Llulv ° 3 GA 3T LAMPS Nlol� Noll '11� NICK I LANDSCAPE LIGHTING PLAN E-3. y� WOOD DECK JCT BOX FOR EXTENSION OF POWER CIRCUITS TO LANDSCAPE LIGHTING. SEE NOTE #11 DRAWING E-1. 2 COCOS NUC 36 SC V FRUIT 8 CW 3 GAL. 3 OQ,, (9) TOTAL TYPE SLM FIXTURES WITH 180 DEGREE GLARE SHIELD INTERNAL IN FIXTURE. IRVL • • 14 / ° 1 / 2• 3 W 0 K PLAN E- 1 FOR 3 WASH:ROB. 14 / ❑ � 14 °�°° � CA HT. AS SHOWN PLAN. DECK LA CA HT. AS SHOWN A HT �� ❑ ��, � 4 2 PODO. "MAKI" 2 PODO. "MAKI" 14 7 8' C L. -8' L. ' ❑ / ° 3 PIITT TOB. 21 PITT. TO 16 18 1 •• ❑ �� ,\ 1 G 3 OCS AIR 40 35 IMP.'3 GAL.,3'OC 35 40 30 i 10 AB. AL. 40 2 POD . "M KI" 1 SAB. PAL. 30 • • 30 • 0 HT. � 14 ,' ❑ � \� /g nT� 6T. 2S S 0 N 7-8' OL. 26 2 SH WN J ❑ L� J COG�STV �. 8-10' CW 3 WASH. ROB. \/ GRE IAL AN FG OW 3 /9 20 • 113� o ° ° tGAll_,3" ° ° 20 ❑ 24 CON ERC. 3 GAL. 30C �163 LIRIO. MU C.BPTTTOP. IMP."45 SCAV. FRUT. 1; IIEVER. GT.1GAL. 12 OC OC 8 COCOS. NU 3 GAL., 3'OC r/ • I 8-10 CW i 1 • • • • O • • O • / - - - • --rt-- — • • + + + + + + + + + + + + + + + + 11 NER. OLE. DWARF 17 NER. OLE. FG� 27 NER, OLE. DWARF 3 GAL. 3 OC 2 NI I'. OLE. DWARF 6 8' ML 5' OC 3 GAL. 3" OC 4' HIGH --- GA 3" OC 4' HIGH EXTERIOR PRIVACY WALL EXTERIOR I WALL LANDSCAPE LIGHTING PLAN "C " HADCO NBL1-A 1 GROUND MOUNTED WALKWAY LIGHTING CON TIN D ON I3 WATT LAMPS. LANDSIU E LIGHTING FIXTURES MOUNTED FOR PLAN E->3. 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IIII -- vl ■■■■■� \E■■a man moblgdp MOM one or 1E..Somme / mom OR ltk'§C%m■mi'IN 'ones ONE EEL n; �Yvv E'L Y E ^� I m • z WEIR, lk lb FIXTURE CONNEC 100 SCHE➢ULE ITEM C.W. CONN H.W. CONN RAP dZE F.U. COUNT REMARKS LAVATORY 1/2" 1/21' }" 1 WATER CLOSET (TA K) 1/2" --- 4 SINK 1/2" 1/2" "' 2 SHOWER vtI' I�Z11 Z 3 HOSE BIBB 3/4" ___ __ _ VACUUM BKR. t VALVE IN THE A FLOOR DRAIN --- --- 3 EVERT - QWN URINAL 3/81, --- 21. 4 WALL MOUNTED DRINKING FOUNTAI --- } SEE PLANS FOR LOCATION SERVICE SINK 1/2" 1 1/2" 3 Cw' it NW SERVICE - RUN BOVE CLG. SEE FLOOR V �LI PLAN FOR PIPE ROUT NG L•W 6 ER`/IGE � P'�x: NOTE; FURNISH d INSTALL Fr i `�j` � HEAT TRAP ON WATER HEATER 3/4" jC� �u 1 � Ei) UI� 311 NOTE: 3�p ALL PIPING IS SCHEMATIC CONTRACTOR SHALL VERIFY WITH EQUIPMENT. MANUFACTURER FOR EXACT LOCATION T d P RELIEF OF CONNECTICIiii CONO', UNITWATER HEATER, AND VALVE ' HEAT RECOVERY PACKAGE. o"/4" T CONDENSING UNIT ) 2" SHUT-OFF VALVE , i �Lft lop ATEIz (BY A/C CONTRACTOR '(aNK E'iE.R HEAT RECOVER' UNIT WAi .(BY A/C CONT4CTOR) HEATER (BY 1 PLUMBER D tJ PbfJ HOT WATER OUT CONTRACTOR) R1'^ DISCHARGE TO OUTSIDE ® f II WO;4(BY WATER HEATER P P1j4rA,DET' NTS WATER HEAT LINES J CONT RACT.) WATER HEATER, HEAT RECOVERY & H6 W ;��1,y� Y• t q .. , y ` .gel 4 t vl . J. , I 4 x IIX� .01 p C I�i` DIK) � a I e I„ 1- Er�I�G-EZ! D ^:kip PLUMBING LEGEND L LAVATORY F.U. FIXTURE UNITS W.0 WATER CLOSET R.V.D. RELIEF DISCHARGE SK. SINK C.D. CONDENSATE DRAIN W.H WATER HEATER SOIL OR WASTE LINE C.0 CLEANOUT — — — — — VENT LINE V VENT --- ---- --r INDIRECT DRAIN V.T R. VENT-THRU-ROOF — • COLD WATER LINE W WASTE — •• HOT WATER LINE C.W COLD V R -. — CO — CONDENSATE DRAIN H.W HOT MATE.. — RVD — RELIEF VALVE DISCHARGE LINE F.0 0. FLUSH CL ANOUT HOSE BIB W/BACK-, H.B HOSE 8I8 W/BACK- FLOW PREVENTER FLOW PREENTER ,PATE VALVE DO 'DR"DfLl�l —ST STORM LIIJE D.P.DRAIN PA F'D LGIOZ ?AjI —D.P --- DRAIN PAN LINE LIVLL F4 �� IW�GJ �� .1�4n. ; 8. 00 A COMPLETE JOB, NG CONN - 1. ALL WORK SHALL CONFORM WITHAL AL, STATE, FEDIERAL ORD1 ICES AND BUILDING CODES GOVERNING THE INSTA LATION OF THE PLUMBING SY EM. IF i' - WORK AS LAID OUT, INDICATED OR SPECIFIED IS CONTRARY TO OR C NFLICTS i,9• SHOP DRAWINGS: THIS CONTRACTOR SHALL FURNISH THE ENGINEER WITH SHOP WITH LOCAL ORDINACES, BUILDING CODES AND REGULATIONS, THE CO TRACTOR ': DRAWING QF E UIPMENT PRIOR TO PUPCHASE FOR APPROVAL. SHALL REPORT IN WRITING TO THE ARCHITECT/ENGINEER BEFORE SUBMITTING A 610. THE ARCHITECT/ ENGINEER WILL THEN ISSUE INSTRUCTIONS HOW T0. 11). '' AT COMPLETION OF JOB THE PLUMBING CONTRACTOR SHALL GIVE THE OWNER AN PROCEED. li AS -BUILT SET OF REPRODUCIBLE SEPIAS SHOWING THE EXACT INSTALLATION. 2. THE DRAWINGS ARE TO BE CONSIDERED DIAGRAMMATIC, NOT NE SSARILY 11. PLUMBING CONTRACTOR SHALL PRESSURE TEST ALL PIPING AS REQUIRED BY SHOWING 1N DETAIL OR TO SCALE ALL OF THE MINOR ITEMS. UNLESS PECIFIC , CODE. TEST SHALL DE WITNESSED AND APPROVED BY PROPER AUTHORITIES. DIMENSIONS ARE SHOWN, THE STRUCTURAL, ARCHITECTURAL AlD SITE CONDITIONS SHALL GOVERN THE EXACT LOCATIONS. CONTRACTOR SHAL FOLLOW 12. THE PLUMBING CONTRACTOR SHALL WARRANT ALL WORKMANSHIP AND MATERIALS DRAWINGS IN LAYING OUT WORK, CHECK DRAWINGS OF ALL TRADES TO VERIFY FOR ONE YEAR FROM THE GATE OF FINAL WORK ACCEPTANCE BY OWNER. ANY SPACES IN WHICH WORK WILL BE INSTALLED AND MAINTAIN MAXIMUM HE 0 ROOM, BREAKDOWN OCCURING IN FIRST YEAR SHALL BE REPAIRED AT NO EXPENSE TO AND SPACE CONDITIONS AT ALL POINTS. WHERE HERD ROOM, SPACE THE OWNER. CONDITIONS APPEAR INADEQUATE, ARCHITECT/ENGINEER SHALL BE 40TIFIED BEFORE PROCEEDING WITH INSTALLATION. THIS CONTRACTOR SHALL, WITHOUT 13. PROVIDE BATHROOM FIXTURES AS SPECIFIED BY ARCHITECT. EXTRA CHARGE, MAKE FIELD MODIFICATION IN LAYOUT AS NEEDED TO PREVENT CONFLICT WITH WORK OF VARIOUS TRADES OR FOR PROPER EXECUTIO1 OF THE 114. PROVIDE SHUT-OFF VALVE FOR EACH FIXTURE. WORK. 3. EXAMINE ALL DRAWINGS CAREFULLY PRIOR TO SUBMITTING A BID. CO TRACTOR 15. WHEREVER DISSIMILAR METALS ARE TO BE JOINED, A DI -ELECTRIC FITTING SHALL BE PROVIDED TO CONNECT WILL BE REQUIRED TO FURNISH, INSTALL AND/OR CONNECT WITH APP OPRIATE BOTH TYPES OF PIPES. II: SERVICES ALL PLUMBING ITEMS SHOWN ON ANY OF THE ARCHITECTURAL, AIR CONDITIONING, ELECTRICAL AND SPRINKLER DRAWINGS WITHOUT AO ITIONAL 16. PLUMBING CONTRACTOR SHALL PROVIDE AIR CONDITIONING CONDENSATE DRAIN EXPENSE TO THE OWNER. IF DISCREPANCIES, CONFLICTS, INTERFER NCES OR AND TRAP. SEE AIR CONDITIONING PLANS FOR LOCATION OF UNITS AND OMISSIONS OCCUR BETWEEN DRAWINGS, NOTIFY IN WRITING THE ARCHITECT/ DRAINS. ENGINEER IN AMPLE TIME TO PERMIT REVISIONS BEFORE THE BIDS ARE SUBMITTED. 17. MATERIALS: 4. T INSTALL MATERIAL S AND EQUIPMENT IN A NEAT AND FIRST CLASS WOR NUKE A. COLD WATER i ER PIPING DOWNSTREAM OF WATER METER SHALL BE TYPE `L' MANNER. THE OWNER RESERVE THE 5 E RIGHT TO DIRECT REMOVAL AND REP ACEMENT COPPER BELOW OW GROUND AND TYPE ` E M' COPPER ABOVE GROUND. Of ITEMS WHICH, IN HIS OPINION, DO NOT PRESENT A NEAT AND WOR NLIKE I APPEARANCE. REMOVAL AND REPLACEMENT IS TO HE DONE IMMEDIATI LY WHEN B. COLD WATER PIPES INSIDE OF SLAB SHALL BE TYPE •K` SOFT COPPER DIRECTED BY THE OWNER IN WRITING, AT THE SOLE EXPENSE OF CONTR%CTOR. INSTALL INSIDE POLYETHELYNE CONDUIT. NO JOINTS PERMITTED INSIDE - - OF SLAB. 5. START OF WORK BY CONTRACTOR SHALL BE CONSIDERED AS ACCEPTANCI BY HIM HOT GAS LINE (` uQj (� uj PIPING CONDENSING UNIT j (� IIIU DIAGRAM i OF ALL CLAIMS OR QUESTIONS AS TO SUITABILITY OF THE WORK TRADES OR OTHER CONTRACTORS TO RECEIVE HIS F OTHER C. SANITARY WASTE AND VENT 4' AND SMALLER SHALL BE CAST IRON HUBLESS HUBLESS SOIL PIPE OR . f if WORK. THIS C ITRACTOR PVC SOIL PIPE AND FITTING WHERE PERMITTED BY (BY A/C CON7RAC R) ii SHALL REMOVE AND REPLACE, AT HIS EXPENSE, ALL PLUMBING WORK WtICH MAY CODE. W.T.S. I( HAVE TO BE REMOVED BECAUSE OF INTERFERENCE WITH OTHER TRADES. 0. STORM LINES INSIDE BUILDING SHALL BE CAST IKON HUBLESS SOIL PIPE 6. THIS CONTRACTOR SHALL OBTAIN AND PAY ALL INSURANCE, FEES, PERMITS OR PVC SOIL PIPE AND FITTING WHERE PERMITTED BY CODE. STORM LINES '. ASSOCIATION DUES, ROYALTIES, AND TAXES OF WHATEVER NATURE SHALL APPLY -,:. OUTSIDE BUILDING IN PARKING AREA SHALL BE CORRUGATED ALUMINUM TO THIS WORK. HE SHALL ALSO PAY ALL INSPECTION FEES AS MAY BE I, ,. PIPE. I REQUIRED BY LAW OR ORDINACE AND SHALL KEEP THE OWNER HARMLESS ROM ANY DAMAGE AND EXPENSE ARISING FROM ANY VIOLATION OF THE LAWS, i ULES OR E. CONDENSATE DRAIN PIPE SHALL BE SCHEDULE 40, PVC PIPE AND FITTING. ORDINANCES. }4 I*�'i' 'PCs•: `.; �o- Lax Y'H^riR 2 • • F. HATER, TER REL *'• ER, _.., ,' ,i ; .".. [ fi,;;$•, SI, , , .c d 7. PROVIDE MEANS FURNISH AND INSTALL . Xs ell r c a H, } -,.. ✓,. :: - WWI ;n. R 8.11�5yyA�L H,eP.'(4PLIGH-o�T c IE�vJEEfJ e� � � 5 ,/4LVF- vU/c&f-off ,x fok, pooi roLinac- - N.W.168TH STREET ' H MIAMI BEACH, FL. 33169 HONE: (305) 653-0212 ss r i h r I a 11 " ,. ., i AF i ra,9ry }'t a. • ' ` t q p , ING '' ~k i / \ T } x' v, sk r f' , r a f�y t�Gl a ;� •," sr" i x �'� :, 12X6 w I M1fl{�i �"ilt T a Jt I 8X6 Fp �-` 12X8 CG- W e ! 12XIO 275 CFM ` TO, 26 GAGE f Ma fff WALL METAL EXH. �" SX R; =sti ' ,] P yj p DUCT. is f 4 ( a �' �s♦ry♦z ;y .;=�< y , a r/Cp>. id dt tadTsi wf�lr { i " r." F�a� << SHALL M WI STATE, FETI&"tAl f}iNA 5 AND CODES NING - ION OF THE AIR CONDITIONING I°� z� to-aT ' l IF NORK A lAIU OUT, TIT i OR SPECIFIED IS CONTRARY TO ORr �� } S WITH LOCAL ORDINACES, BUILDING CODES AND REGULATIONS, THE FOR SHALL REPORT IN WRITING TO THE ARCHITECT/ENGINEER BEFORE k{' ITTING A BID. THE ARCHITECT/ ENGINEER WILL THEN ISSUE INSTRUCTIONS HOW TO PROCEED. 2. THE DRAWINGS ARE TO BE CONSIDERED DIAGRAMMATIC, NOT NEC ILY "` * E I — — —. ' I I SHOWING IN DETAIL. OR TO SCALE ALL QF_ INOR ITEMS. UNLESS IG 4_ - DIMENSIONS ARE SHOWN, THE ST ARCHITECTURAL CONDITIONS SHALL GOVERN THE EX yt.CONTRACTOR SHALL — — - a "- r t —� "� N ry 1 v J DRAWINGS IN LAYING OUT WORK, ALL TRADES TO V SPACES IN WHICH WORK WILL BE IN MAXIMUM HEAD h * g Y '° '+ AND SPACE TION$ ROOM, DR µ CONDITIONS I is TALL BE BEFORE P WITH' EXTRA E FIELD { r { Y t } x ?:n ,:s r<;, a.5.'t ': '. s, •fin ;{'^. -.' Ni t '::ffi e,+' �'. >u s'` .M F :. LOOR PLA ...a.w,` I: 3. EXAMINE " INGS C OR TO SUBMITTING A BTO. CON RACTOR - WILL BE TO FU L AND/OR CONNECT WITH APPROPRIATE 1/4" 1'-�" SERVICES ALE Alit WN ON ANY OF THE ARCHITECTURAL, SlIq PLUMBING, ELECTR,NGS WITHOUT ADDITIONAL EXPENSE e TO THE R. IF; S INTERFERENCES OR S$IQNS. OCCUR N D ;atLRCHITECT/ , t AMPLE T,, P ARE SUBMIT r b I " wT cF ' i �D EQU T IN A NEAT AND FIRST CLASS WORKMANL N OWNER RESERVE RIGHT TO DIRECT REMOVAL AND REPLACEMENT'- A S E.E.R._ r' i., f ` D C.F.M. CHIN HIS OP 00 NOT PRLSENT A NEAT AND WORKMANLIKE REMOVAL AND PLACEMENT IS 10 BE DONE IMMEDIATELY WHEN BY THE OWNER IN WRITING, AT THE SOLE EXPENSE OF CONTRACTOR n �* ACTOR SHALL WAR ALL NSHIP AND PIA LS L Bl e r.� ��` , �* THE DATE OF F No EPTANCE BY AI�` ` 1, ' OCCURRING IN FIRST YEAR SHALL E EPAIRED AT NO EXPENSE TO T OF WORK BY CONTRACTOR SHALL ONSIDERED AS ACCEPTANCE,= „1 ' N UNITfiti!" 3� ALL CLAIMS OR QUESTIONS AS TO. TABIIITY OF THE WORK THE COMPRESSOR(S) SHALL HAVE A FIVE YEAR WARRANTY. 6 — TRADES OR OTHER CONTRACTORS TO R THIS C rNIATCHING SHALL REMOVE AND REPLACE, AT HISCONDITI ALL EQUIPMENT FOR WIND LOADS AND MqyNTI G HEIGHTS AS REQUIRED IS:, ELECTRIC WHICH MAY HAVE TO BE RLMOVEi E N '� ^' Al CO E$. (INSIDE OF im TRADES. `'`;�..M ",',�. z y.a %;, s^ a `k w AL ,. 6. THIS CONTRACTOR SHALL OBTAIN AN0 PAY ALL` HATER ASSOCIATION DUES, ROYALTIES, AND TAXES OF WN .f 'i CONDITIONING, RIGID DUCTWORK SMA BE CONSTRUCTED OF STANDARD TO THIS WORK. HE SHALL ALSO PAY ALL. INSP MAY BEy DUTY FIBERGLASS BOARD FLAMEPROOF RE NFONtCEO ALUMINUM FACED COVER REQUIRED BY LAW OR ORDINACE AND SHALL KEEP THE FROM ANY IN ACCORDANCE WITH S.M-A.C.N.A. AS NU ACTURED BY OMENS -CORNING. , r,; DAMAGE AND EXPENSE ARISING FROM ANYf V LAkiFNl T.„ x OR DUCTWORK SHALL BE FABRICATED AN INSTALLED ACCORDING WITH f+ ORDINANCES. )''c MANUFACTURER'S INSTRUCTIONS. 1NSTA q'R VOLUME EXTRACTORS AT , EACH DUCT TAP- DUCTWORK SHALL BE OF - roo 7. THE WORD "AIR CONDITIONING" MEANS HEATING, VENTILATION, AIR CONDITIONING, DUCT WORK, PIPING, REFRIGERANT LINES, CONTROLS, SMOKE''"r` B. FLEXIBLE DUCTWORK SHALL BE CLASS I R I �1CT, U.L. LISTED AS MANU- AND FIRE DAMPERS FACTORED BY ATCO FLEXAIRE OR APPROY E AL AND OF R= INSTALL 8 CONDENSER FAN F Z° PER LATEST SMACNA STANDARDS AND MAN AC RER'S RECOMMENDATIONS. VIDE MEANS "FUR#ISH AND INSTALL t r I MAX. FUSE SIZE '.' N — '+I'ji C. ALL EXHAUST AND OUTSIDE AIR DUCT SH LL GALVANIZED SHEET METAL 6 (VOLTAGE a A COMPLETE JOB, EVERYTHING CONNECT CONSTRUCTED AND INSTALLED IN ACCOR NC WITH ASHRAE AND SMACNA j—- — "' I'I.; STANDARDS. LIQUID LINE (IN.) R Y , AWINGS: THIS CONTRACT N G N LINE (IN.) S OF EQUIPMENT PRIOR TQ VA L x" D. ALL AIR DEVICES SHALL BE OF At IN JM CONSTRUCTION, TITUS, N METALAIRE OR AS APPROVED BY ENGINEER 6+ N OF JOB THE HVAC CONTRACTO , LL GIVE R AN OF REPRODUCIBLE SEPIAS SHOWING` EXACT INS E. CONDENSATE GRAIN PIPING SHALL BE INSULATED WITH 518" THICK T AREA SERVED 3; PAINTED WHITE WHERE EXPOSE AC C TOR SHALL. TEST AND BALANCE TO THE AIR QUAM THE ARMAFLEX,_JOB NAM__E T— PCANS.' IDE T & 8 REPORT IN ACCORDANCE WITH AIR B UNCIL F. FILTER SHALL BE TWO SETS, TYPE N CONE CLEAN PRESSURE DROP OF ! STANUA TGNE0 AND SEALED BY A REGISTERED FLORIDA, IN G „ � CONSTRUCTION AND ONE FOR USE 13. ALL DUCT SIZES ARE CLEAR INSIDE DIMENSIONS. AFTER OCCUPANCY. I. PROVIDE NEAT RECOVERY UNIT FOR SYSTEM ` i2. INSULATE SUCTION LINES WITH I/2"ARMA TO,26 GAGE METAL EXH. HART I SERIES 5100 CURVED BLADE 2X8 fPOND FLOOR PL WINaa+IINs 6X6 CGA W 75 CFM 6X6 - BX6 8X8 CG-i W ISO CFM - t- 1 I - I _I 12XB CG-1 W ---250CFM ---- _--- - I i I I I -L HW SERVICE tLG. SEE FLOOF jr, IPE ROUTING 3/4" li R SHALL VERIFY T 5 P RELIEF EXACT LOCATION VALVE HEATER, AND _ 12" SHUT-OFF VALVE WATER HEATER (BY ( PLUNDER CONTRACTOR) RP0 DISCHARGE TC OUTSIDE �T.jjpd --------------- ■■■■■■■■■■■■■■■NI a RECOVERY LINES ■■■■■■■■■■■■■■■■. IP`gdg�' (BY PLUMB. CONTRACT.) WATER HEATER, HEAT RECOVERY & CONDENSING PIPING (' I ■■CJC7d[T■IE d►lli'iI4■■■■. ■■■■■■■■■■aSEE ■■_ ■■Elammo■■■■■■■■■_ ■■■■■■■■■■■■■■■■_ ■■nmmmmm■■■■■■ME. ■■■■■■■■■■ME ■■■■■ No 1 34 N.W. 168TH STREET■■[iLl��ll■�0■■■■■■_ ■■■■ram■��■■s ■■■ ■■■■n, 1n M■r—■ N■ NORTH MIAMI BEACH, FL. 331r moor ■■■r 11 il/■■■ N TELEPHONE:• \■■■■■■■■■N h r I a 11 " ,. ., i AF i ra,9ry }'t a. • ' ` t q p , ING '' ~k i / \ T } x' v, sk r f' , r a f�y t�Gl a ;� •," sr" i x �'� :, 12X6 w I M1fl{�i �"ilt T a Jt I 8X6 Fp �-` 12X8 CG- W e ! 12XIO 275 CFM ` TO, 26 GAGE f Ma fff WALL METAL EXH. �" SX R; =sti ' ,] P yj p DUCT. is f 4 ( a �' �s♦ry♦z ;y .;=�< y , a r/Cp>. id dt tadTsi wf�lr { i " r." F�a� << SHALL M WI STATE, FETI&"tAl f}iNA 5 AND CODES NING - ION OF THE AIR CONDITIONING I°� z� to-aT ' l IF NORK A lAIU OUT, TIT i OR SPECIFIED IS CONTRARY TO ORr �� } S WITH LOCAL ORDINACES, BUILDING CODES AND REGULATIONS, THE FOR SHALL REPORT IN WRITING TO THE ARCHITECT/ENGINEER BEFORE k{' ITTING A BID. THE ARCHITECT/ ENGINEER WILL THEN ISSUE INSTRUCTIONS HOW TO PROCEED. 2. THE DRAWINGS ARE TO BE CONSIDERED DIAGRAMMATIC, NOT NEC ILY "` * E I — — —. ' I I SHOWING IN DETAIL. OR TO SCALE ALL QF_ INOR ITEMS. UNLESS IG 4_ - DIMENSIONS ARE SHOWN, THE ST ARCHITECTURAL CONDITIONS SHALL GOVERN THE EX yt.CONTRACTOR SHALL — — - a "- r t —� "� N ry 1 v J DRAWINGS IN LAYING OUT WORK, ALL TRADES TO V SPACES IN WHICH WORK WILL BE IN MAXIMUM HEAD h * g Y '° '+ AND SPACE TION$ ROOM, DR µ CONDITIONS I is TALL BE BEFORE P WITH' EXTRA E FIELD { r { Y t } x ?:n ,:s r<;, a.5.'t ': '. s, •fin ;{'^. -.' Ni t '::ffi e,+' �'. >u s'` .M F :. LOOR PLA ...a.w,` I: 3. EXAMINE " INGS C OR TO SUBMITTING A BTO. CON RACTOR - WILL BE TO FU L AND/OR CONNECT WITH APPROPRIATE 1/4" 1'-�" SERVICES ALE Alit WN ON ANY OF THE ARCHITECTURAL, SlIq PLUMBING, ELECTR,NGS WITHOUT ADDITIONAL EXPENSE e TO THE R. IF; S INTERFERENCES OR S$IQNS. OCCUR N D ;atLRCHITECT/ , t AMPLE T,, P ARE SUBMIT r b I " wT cF ' i �D EQU T IN A NEAT AND FIRST CLASS WORKMANL N OWNER RESERVE RIGHT TO DIRECT REMOVAL AND REPLACEMENT'- A S E.E.R._ r' i., f ` D C.F.M. CHIN HIS OP 00 NOT PRLSENT A NEAT AND WORKMANLIKE REMOVAL AND PLACEMENT IS 10 BE DONE IMMEDIATELY WHEN BY THE OWNER IN WRITING, AT THE SOLE EXPENSE OF CONTRACTOR n �* ACTOR SHALL WAR ALL NSHIP AND PIA LS L Bl e r.� ��` , �* THE DATE OF F No EPTANCE BY AI�` ` 1, ' OCCURRING IN FIRST YEAR SHALL E EPAIRED AT NO EXPENSE TO T OF WORK BY CONTRACTOR SHALL ONSIDERED AS ACCEPTANCE,= „1 ' N UNITfiti!" 3� ALL CLAIMS OR QUESTIONS AS TO. TABIIITY OF THE WORK THE COMPRESSOR(S) SHALL HAVE A FIVE YEAR WARRANTY. 6 — TRADES OR OTHER CONTRACTORS TO R THIS C rNIATCHING SHALL REMOVE AND REPLACE, AT HISCONDITI ALL EQUIPMENT FOR WIND LOADS AND MqyNTI G HEIGHTS AS REQUIRED IS:, ELECTRIC WHICH MAY HAVE TO BE RLMOVEi E N '� ^' Al CO E$. (INSIDE OF im TRADES. `'`;�..M ",',�. z y.a %;, s^ a `k w AL ,. 6. THIS CONTRACTOR SHALL OBTAIN AN0 PAY ALL` HATER ASSOCIATION DUES, ROYALTIES, AND TAXES OF WN .f 'i CONDITIONING, RIGID DUCTWORK SMA BE CONSTRUCTED OF STANDARD TO THIS WORK. HE SHALL ALSO PAY ALL. INSP MAY BEy DUTY FIBERGLASS BOARD FLAMEPROOF RE NFONtCEO ALUMINUM FACED COVER REQUIRED BY LAW OR ORDINACE AND SHALL KEEP THE FROM ANY IN ACCORDANCE WITH S.M-A.C.N.A. AS NU ACTURED BY OMENS -CORNING. , r,; DAMAGE AND EXPENSE ARISING FROM ANYf V LAkiFNl T.„ x OR DUCTWORK SHALL BE FABRICATED AN INSTALLED ACCORDING WITH f+ ORDINANCES. )''c MANUFACTURER'S INSTRUCTIONS. 1NSTA q'R VOLUME EXTRACTORS AT , EACH DUCT TAP- DUCTWORK SHALL BE OF - roo 7. THE WORD "AIR CONDITIONING" MEANS HEATING, VENTILATION, AIR CONDITIONING, DUCT WORK, PIPING, REFRIGERANT LINES, CONTROLS, SMOKE''"r` B. FLEXIBLE DUCTWORK SHALL BE CLASS I R I �1CT, U.L. LISTED AS MANU- AND FIRE DAMPERS FACTORED BY ATCO FLEXAIRE OR APPROY E AL AND OF R= INSTALL 8 CONDENSER FAN F Z° PER LATEST SMACNA STANDARDS AND MAN AC RER'S RECOMMENDATIONS. VIDE MEANS "FUR#ISH AND INSTALL t r I MAX. FUSE SIZE '.' N — '+I'ji C. ALL EXHAUST AND OUTSIDE AIR DUCT SH LL GALVANIZED SHEET METAL 6 (VOLTAGE a A COMPLETE JOB, EVERYTHING CONNECT CONSTRUCTED AND INSTALLED IN ACCOR NC WITH ASHRAE AND SMACNA j—- — "' I'I.; STANDARDS. LIQUID LINE (IN.) R Y , AWINGS: THIS CONTRACT N G N LINE (IN.) S OF EQUIPMENT PRIOR TQ VA L x" D. ALL AIR DEVICES SHALL BE OF At IN JM CONSTRUCTION, TITUS, N METALAIRE OR AS APPROVED BY ENGINEER 6+ N OF JOB THE HVAC CONTRACTO , LL GIVE R AN OF REPRODUCIBLE SEPIAS SHOWING` EXACT INS E. CONDENSATE GRAIN PIPING SHALL BE INSULATED WITH 518" THICK T AREA SERVED 3; PAINTED WHITE WHERE EXPOSE AC C TOR SHALL. TEST AND BALANCE TO THE AIR QUAM THE ARMAFLEX,_JOB NAM__E T— PCANS.' IDE T & 8 REPORT IN ACCORDANCE WITH AIR B UNCIL F. FILTER SHALL BE TWO SETS, TYPE N CONE CLEAN PRESSURE DROP OF ! STANUA TGNE0 AND SEALED BY A REGISTERED FLORIDA, IN G „ � CONSTRUCTION AND ONE FOR USE 13. ALL DUCT SIZES ARE CLEAR INSIDE DIMENSIONS. AFTER OCCUPANCY. I. PROVIDE NEAT RECOVERY UNIT FOR SYSTEM ` i2. INSULATE SUCTION LINES WITH I/2"ARMA TO,26 GAGE METAL EXH. HART I SERIES 5100 CURVED BLADE 2X8 fPOND FLOOR PL WINaa+IINs 6X6 CGA W 75 CFM 6X6 - BX6 8X8 CG-i W ISO CFM - t- 1 I - I _I 12XB CG-1 W ---250CFM ---- _--- - I i I I I -L HW SERVICE tLG. SEE FLOOF jr, IPE ROUTING 3/4" li R SHALL VERIFY T 5 P RELIEF EXACT LOCATION VALVE HEATER, AND _ 12" SHUT-OFF VALVE WATER HEATER (BY ( PLUNDER CONTRACTOR) RP0 DISCHARGE TC OUTSIDE �T.jjpd --------------- ■■■■■■■■■■■■■■■NI a RECOVERY LINES ■■■■■■■■■■■■■■■■. IP`gdg�' (BY PLUMB. CONTRACT.) WATER HEATER, HEAT RECOVERY & CONDENSING PIPING (' I ■■CJC7d[T■IE d►lli'iI4■■■■. ■■■■■■■■■■aSEE ■■_ ■■Elammo■■■■■■■■■_ ■■■■■■■■■■■■■■■■_ ■■nmmmmm■■■■■■ME. ■■■■■■■■■■ME ■■■■■ No 1 34 N.W. 168TH STREET■■[iLl��ll■�0■■■■■■_ ■■■■ram■��■■s ■■■ ■■■■n, 1n M■r—■ N■ NORTH MIAMI BEACH, FL. 331r moor ■■■r 11 il/■■■ N TELEPHONE:• \■■■■■■■■■N A4' TOTAL AMPS NEUT WO A ii 777777.b 1, so y If I. A 12, ii'W" Ppr � � 7 It t ph ON ...... ...... ELECTRICAL LEGEND 120V, DUPLEX RECEPT.(WHITE) 120V, DUPLEX RECEPT.(WHITE) ABOVE COUNTER S TOGGLE SW.,, i., 7 3S 3 WAY TOGGLE SW. SPECIAL 240V RECEPTACLE (D RECESSED INC. FIXTURE WALL WASHER FIXTURE /X WALL OUTLET 2'X 4RECESSED FLOURESCENT FIXTURE W/3 F40 CW LAMPS gg 4'-0" FLOURESCENT FIXTURE,"`"" oc SELF POWERED EM.LGT SELF POWERED EXIT LGT#'i""l'l B3 WALL TELEPHONE OUTLET B3 A5 EXH.FAN (FURNISHED BY OHTERS) A4 DISCONNECT SWITCH - r B9 T GROUND FAULT MI05F B3 m I I mmi'll, 91 Ell "IT." 1,01,13g 11 B7 �BIl W - ' a] C IODWER /TEMPORARY CO' "J TR*ANSF';_� NORTH S ScAl COND FLOOR PL 1/4"PVC FOR �CqABLE TV.CO. V eEacE TTS 7zo LNTRAN CE WE UTTER NECT -LOAD 199 AMPS 140 METER TO I Al oil BI BI B15 JIU31__"�'� A.LLAilON) CA MMMM 3R DISC SW W/IOOA FUSES ELECTRI NTS B13 B15 UE BI 6 (b B13 If BI B13 34 N.W. 168TH STREET NORTH MIAMI BEACH, FL. 331h TELEPHONE: (305) 653-0212 -0" LONG 5/8"0 GROUND ROD`' w.w �VM4 HtKLUN WtHt NOT ABSTRACTED FOR RIGHT OF WAY, RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. r e+ l� DESCRIPTION A parcel of land loc ted on Hutchinson Island in Sections 34 and 35, Township 36 South, Range 41 East, St. Lucie Coun y, Florida, being a portion of the South 2577.6E feet of the North 2858.86 feet of said Section 34 and 35, lying East of State Road A-1-A an being more particularly described as follows: Commence at the poin of intersection of theNorthline of the South 2577.66 feet of the North 2858.86 feet of said�'Sect.ions 34 and 35 and the centerline of State Road A-1-A; thence North 89059'38" East, a distance of 53.34 feet to the Easterly right-of-wal line of said State Road A-1-A and the POINT OF BEGINNING (P.O.B.) of the herein described parcel; thence South 20'23'08" East along said Easterly right-of-way line, a distance of 991.36 fee'; thence North 690 36'52" East, a distance of 243.53 feet; thence South 20'23108" East, a dist nce of 17.00 feet; thence North 69036152" East, a distance of 204 feet, more or less, to the mean high water line of the Atlantic Ocean; thence meander said mean high water line Northwesterly, a distance of 846 feet, more or less; thence South 89°59'38" West, a distance of 465 feet, m re or less, to the POINT OF BEGINNING. Description supplied iry client. O S 26 �05146 S 2/'30'22d4" E I 9,eOO231OB" E NOTES: 1) There is a NON-EXCLUSIVE easement over the entire property for various purposes as recorded in O.R. Book 401, Page 126 (re -recorded in O.R. Book 401, Page 1766). 2) The FP & L EASEMENT recorded in O.R. Book 415, Page 1789 allows some decorative walls within the East 5 feet of the easement. 3) Various easements, some covering the entire property, are referred to in the Declaration of Covenants, Restrictions and Easements For Island Dunes Country Club as recorded in O.R. Book 573, Page 015. Two of those easements mentioned in said Declaration are a PROJECT EASEMENT (10 feet wide) recorded on Page 075 and a NON-EXCLUSIVE PROJECT EASEMENT (covering the entire property) recorded on Page 032. 4) This map accurately reflects a field survey which complied with the requirements of Section 1613--33.004, Florida Administrative Code. ATLANTIC OCEAN S /9'48"4S" E ,r yfE,4sUREs BSIS /' S 2304Q o9" E loo. /B' 2. 3. 4 S. 7 o" QO EC E!%�rioiv c iNE ME 4A/ N/GN G 1,47z5e EL EV47_1O.V 2. /B L / VE op -- 0 — 01— S 20"S7'30" E S 23�49 09" E S 23�49 09" E /OB• 35 6.9E ELEV,41T/ONL/il/E q 48. 08' 3 /ao.00' 3�9 /oo 1 - 0 I = 5 6�+ (� q+ q (+ 10+ I1+ Cc,0 11+ o II� D l y 6 z Via- e -1— 1�� o I o � v 1 Ip+ q� 1 / 1 qt 2/ LO —fZX/N.a �f'%<'�f"'CGl-r<t-.Q�--"TE � CDAST4C COit/ST.4UCT/O/C! iGlO�t/UifiIENT O.C8 "N0.4Tf/ CONTRO L G /it/E �/�i4/OR AN.IJ D.OB'F�iST TO 9-/5-88) -rClOL f.9�EME�/T GOCEL; 7LOR/0.4. 1XIC. S 26 �05146 S 2/'30'22d4" E I 9,eOO231OB" E NOTES: 1) There is a NON-EXCLUSIVE easement over the entire property for various purposes as recorded in O.R. Book 401, Page 126 (re -recorded in O.R. Book 401, Page 1766). 2) The FP & L EASEMENT recorded in O.R. Book 415, Page 1789 allows some decorative walls within the East 5 feet of the easement. 3) Various easements, some covering the entire property, are referred to in the Declaration of Covenants, Restrictions and Easements For Island Dunes Country Club as recorded in O.R. Book 573, Page 015. Two of those easements mentioned in said Declaration are a PROJECT EASEMENT (10 feet wide) recorded on Page 075 and a NON-EXCLUSIVE PROJECT EASEMENT (covering the entire property) recorded on Page 032. 4) This map accurately reflects a field survey which complied with the requirements of Section 1613--33.004, Florida Administrative Code. ATLANTIC OCEAN S /9'48"4S" E ,r yfE,4sUREs BSIS /' S 2304Q o9" E loo. /B' 2. 3. 4 S. 7 o" QO EC E!%�rioiv c iNE ME 4A/ N/GN G 1,47z5e EL EV47_1O.V 2. /B L / VE op -- 0 — 01— S 20"S7'30" E S 23�49 09" E S 23�49 09" E /OB• 35 6.9E ELEV,41T/ONL/il/E q 48. 08' 3 /ao.00' 3�9 /oo 1 - 0 I = 5 6�+ (� q+ q (+ 10+ I1+ Cc,0 11+ o II� D l y 6 z Via- e -1— 1�� o I o � v 1 Ip+ q� 1 / 1 qt 2/ LO —fZX/N.a �f'%<'�f"'CGl-r<t-.Q�--"TE � CDAST4C COit/ST.4UCT/O/C! iGlO�t/UifiIENT O.C8 "N0.4Tf/ CONTRO L G /it/E �/�i4/OR AN.IJ D.OB'F�iST TO 9-/5-88) -rClOL f.9�EME�/T GOCEL; 7LOR/0.4. 1XIC. -{- COA/C.PETE 7 FO[//i/D O. /2' /f/G3Q7_1-1 AND O. //' EAST 0?'27"E. 52S.7/'— -- ABOVE MEAN ///GNI-C142E.eELE(/-4T/DA/2./8 q U - +01 — — 1 (P+i E.,4SEiyfENT 0..4. fjOO.0 7(o5r� /mot'.27/B ¢'4V 0 0 3 + 1 c �. o ��__�'� eI6 9 'C'4,t/ owv 1 Zgf rl,QE 1GfAltl K4c VE ,GlAQKEQ V,47eP V4LVE�" 4 q i o 2 �(7. , oti ,3 + g+ O O cq,�� 1NASH FAcic/TY/ SALES 2FJiGE/�, PA2/Li v/ANo +p'+ t, �� .B,Q/GK %�� ✓/iC/4 'I-Mve- O/IA/� Ec0 A2� 7-FFbizLJa �J K!,/ Cl1Q iu�� 1 �+ j +� $+h v 1� ��s��rEvr / q 3 1�x, FOU(fD /ROU Rod (P y +I +Io 8+o a+3 1+ �+ C4P A/O. 333.3 (off ��+ STATE �G,QiC/F Co0,4.D/iC/,gTES �` ' / 08S 970.8G7 Ah 5 / z ,q'= V7 c04 T4G COi(/ST.4UCT/ON CO�/TROL G/i(/E / � 5 / 1 ��G<1T BODK 2 �.4GE5 2G L /FT STAT/O�t/ - �j FOUA/D 4"r 4" COA/C. MOA/ S. 2 'E,TFL0\\- � - • � rt- 0 � -�� �+ 4✓ALLS_ � BF 2F. �ovE� As ,o.4,e o,+0 .«�>z� �v�.S�,2c�cT/ON \ ELEC Pl1�t/Ei (BROKCAI� O.OS'Alou ! fr 0.09' EAST \ 11 , I -I - T I -G �- - I I + L4 -- r 11/c/flE� A \ 4 low soY/a P�✓ECT�h 2 C4 o IVO. 3333 rJ } (� to Z 0// WLbO PP. k(l/I WALL o. R 57� PG o75 5 C. B. S. l,</a G �y+ v4L vE //!G �8 s-� S' / ELEc. uETbQILA_ } �+ P/T /I FOC/N27 IJNR �i10!(/Uf/Et/T l9 Z EA�ECIEUY -- q 94f 77 A-oB64 y+ 0..A. 4%5,PG.! 5 5+ s8 �o�y s>>6� — s — — — — — — — — — —a��— — — — B�q�- -- — g+ + ------ — r --�-- ---- --—q------- —� — — 0 so.�U�IGT%vzoX \ rFoc. �oac - -- ./ �- t/ 5089. /O' �4 �O 0 -- - �—�Q —_ — - - -- WOOd P + �� r aT FEeGS.E s + +�3 ---- — — / /B/B o ��, — T4QVEgSE -- - -- -- --- - -- - — - - - --- - -- ---- 19G4.G9 — /¢99.22' 5 (fig +, 'q 5+'I h+ti- 50`�_, 5A r�14VeAse k „S �' STATE 5+3 ROAD 5+o A-1_A /Bo-o¢ 30.. h—moo. c. 5 41 S tiq 5 q5 5 g� tip° — �.oAVEa� 3 S S+ - 5+ S+ S+ — 5+ - - ,r+ - - — 5+ 5+ T/� 4 ✓E 45E 5 S 5 aa8.7ss • - - /7Too'os" 3+ �� -- o to -- -- NOTES: / Elevations are based on DNR concrete monumenI 94 77 A08, having an elevation 4.27. N.G.V.D. 1929 Bearings are based on legal description fr this U property, see description show n hereon. oh Mean high water elevation 2.18 was determine b linear interpolation as verbally approved by DNR on 1-17-89. Graphic locations of the 0.0 elevation line and seasonal high water line / are based on actual field locatio of same taken on 11-21-89 by this office. I II Topo, mean high water elevation 2.18 line and vegetation line are revised based on fi d locations dated 2-7-91. CERTIFIED TO: CHEMICAL BANK REGENCY ISLAND DUNES, INC. ALGOCEN, FLORIDA. INC. CHICAGO TITLE INSURANCE Ci McWHIRTER, REEVES, McGLOT ATLANTIC GULF COMMUNITIES DAVIDSON & BAKES. P.A. 'ORATION /UC)TE = OF GROG/ t /9 TOioO (R/.4S i(/lE.4SU.4E.p O/t/ FLG` ?f� ZC3'VES .4.4Ef.QOiy/ Pf/iL/EG /t/o y ¢ /992 I HEREBY CERTIFY THAT THE PLAT SHOWN HEREON IS A TRUE AND CORRECT REPRESENTATION OFA SURVEY MADE UNDER MY DIRECTION AND WAS COMPLETED ON iL/A2CN !S 1991, AND THAT SAID SURVEY IS ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF, THAT THERE ARE NO ENCROACHMENTS EXCEPT AS SHOWN AND THAT THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH IN RULE 21HH-6 ADOPTED BYTHE FLORIDA BOARD OF LAND SUOVEYORS, PURSUANT TO FLORIDA STATUTE 472.027. DATED TH IS OF it 1A.PCf/ 199/ BY, ggJtTT�!��pp� !L `LRoEE111DA UCCRTP/PPIG{{�ATEP-Nbs'bbb3 DATE I REVISION 4/892 4'PD�D 9 28-9 onEr ` se. �/y,� U/y,4TEJ7-AgL=9 �/� FLOo� ZOVES NOTE f lULPE mp1 TE:RPE CONSULTING El` AND LAND SURVE 805 VIRGINIA AVE FORT PIERCE, FL I