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HomeMy WebLinkAboutHampton Inn (53 Units) 93-02074BUILDING PLAN CHECK ST. LUCIE COUNTY -FORT PIERCE FIRE PREVENTION BUREAU FORT PIERCE, FLORIDA TELEPHONE 407-467-2312 FAX 407-467-2325 I JURISDICTION: St. Lucie County PROJECT NAME: HAMPTON INN CONTRACTOR: Beta Construction Corp. ARCHITECT: Richard Molinar OWNER: Charles Leemon LOCATION: 7831 Reynolds Rd Crossroads BUILDING SIZE: 19,070 sq. ft. OCCUPANCY TYPE: REsidential CONSTRUCTION TYPE: SBCCI. _ IV Pro. NFPA. II (111) PLAN NUMBER 1#6305 BUILDING DEPT. NO. PR-30658 PHONE NUMBER 901-465-4774 PHONE NUMBER 901-452-4505 DATE RECEIVED 4-21-93 4-21-93 NUMBER OF STORIES 2 BUILDING HEIGHT 18' ± FIRE PROTECTION: Automatic Sprinkler Yes— No X Occupancy Hazard N.F.P.A. #13 Requirements: 1. A fire hydrant shall be located at the entrance driveway or a maximum of 100' from the entrance. 2. Because the guest laundry is in excess of 100 square feet, the laundry shall be protected with automatic sprinklers. Connection may be to the domestic supply. NFPA 101, 16-3.22 3. In addition to the fire alarm system, each sleeping room shall be provided with a single station smoke detector powered by the building electrical system. Portable units are required for the hearing impaired. NFPA 101, 16-3.4.4.2 4. Provide the Fire Marshal's Office with a UL System Design Number for a thorough-penetratio: between tenant separating walls and floor/ceiling assemblies between the 1st and 2nd floor. 5. A separate permit is required by the St. Lucie County Fire Marshal's Office for the alarm system. Installation shall be by a certified alarm system contractor I(EF) or a certified unlimited electrical contractor (EC or EF). The contractor shall furnish a copy of his State certification upon making application. CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS REVIEWED BY: 24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS DATEL �3 Sheet No. -, of BUILDING PLAN CHECK HAMPTON ]CNN #6305 CONTINUED: No person shall install or operate a fire alarm system serving a building or portion thereof unless a fire alarm permit in the form of a decal has been issued. 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. 6. An annunciator panel connected to the fire alarm system shall be provided. Location to be at the lobby desk. NFPA 101, 16-3.4.3.2 7. Provide a 2A-IOBC rated fire extinguisher for the laundry room. A 2A-1OBC rated fire cabinet mounted extinguisher for the exterior corridors for each 75' of travel distance. 8. The Fire Marshal shall be in receipt of the above revisions before the foundation is constructed. CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS REVIE*ED I DATE_ SIGNA E ST. LUCIE CO PIERCE F.P.B. 2400 Rhode Island Avenue Sheet No. of Ft. Pierce, Florida 34950 DRWPT..Y PERMIT REQUIRED Yes '/ No —._. PR #: O Co 58 bite [nit..L __ PE�R/M�IT INFOR 7ATON �\ LOCATION: park nP nmmc Y^nl LOT SIZE DIMENSIONS: BUILDING SETBACKS (ACTUAL): FRONT 27.52 - REAR 1 o , R.SIDE 24.44 ' L.SIDE 20.16 SQUARE FOOTAGE OF CONSTRUCTION: 19,070 Sq. ft. DESCRIPTION OF WORK: 53 Unit Hotel - Hampton Inn - 2 storey reinforced masonary structure PROPOSED USE: Hotel TYPE OF CONSTRUCTION/DEVELOPNdENT ORDER: (CHECK ALL APPROPRIATE AREAS) RESIDENTIAL: COMMERCIAL:_ X INDUSTRIAL: OTHER: NEW CONSTRUCTION: X EXPANSION OF EXISTING BLDG: INTERIOR REMODELING: OTHER (SPECIFY): EST. COST: 1,060,000 _ EST. COMPLETION DATE: 12/l/93 ootAL'II` Ri STATE OF FL REG./CERT #: CGC041811 COUNTY CERT #: BUSINESS NAME: Beta Construction Corp. QUALIFIERS NAME: Robert Bland ADDRESS: .12.3 E. Market St: CITY: Qnmar.r]lla STATE: F1 ZIP: 38068 PHONE #: (gam 465-4774 ARCHIT/ENGINEER: Richard Molinar ADDRESS: 3193 Park Avenue CITY: Memphis STATE: TN ZIP: 38111 PHONE #: (9�1) 452-4505 BONDING COMPANY: N/A ADDRESS: CITY: STATE: ZIP: �z S- "ECEIVEG PLEASE PRINT. DO NOT COMPLETE SHADED AREAS. DATE: 4/5/93 "(UCIE CO- ;j; Y USE BLACK OR BLUE INK ONLY. APR 14 /18 Ip: 2S PROJECT INFORMATION �u'rjry �r. coopp KtiTC?�'If. PROJECT ADDRESS: SITE PLAN/PROJECT NAME: Hampton Inn )OLl /Ad -lb BILK: P?Rs1EE€3A L€T#Fi�fi331 _ [ AEilfl PROPERTY TAX ID #. - PARCEL SIZE (ACRES OR SQ. FT.) 52-4�ra g q'p--t. a.D 6 A, OWNER NAME: Charles L. Leemon ADDRESS: 7600 N. Kendall Drive CITY: Miami STATE: FL. ZIP: 23456 PHONE #: C 30 253-3037 IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: Al ADDRESS: CITY: STATE: ZIP: Now — VEGETATION ENVIRONMENTAL PLANNING/SITE PLAN CODE ENFORCEMENT USA TAZ WATER SUPPLIER SEWER SUPPLIER DER CERTIFICATION FL DNR (CCCL) FL DOT SLC STORMWATER PER MANGROVE ALT SEA TURTLE PROT j' FOR OFFICE USE ONLY PR# 20 6 5 REQUIRED DATE RECEIVED REQUIRED FEES NOT REQUIRED N (] [l { [l [ l BP VALUE $ PLANS REVIEW FEE $ RADON FEE $ C OF C FEE $ ?c RCPT # �gf,:371 JS,(. 53-x Sss ROAD IMPACT FEE $ -2i WSZ-6 ROAD IMPACT DISTRICT if!! ROAD IMPACT ZONE_ ROAD IMPACT CREDIT YES j ] NO[ ] ALTERNATE DEV FEE $--- ALT. DEV. FEE ZONE SCHOOL IMPACT FEE $ —"' SCHOOL IMPACT CREDIT YES [ ] NO [ ] SCHOOL BOARD APPROVED EXEMPTION YES [ ] NO[ ] POLICE IMPACT FEE $ FIRE IMPACT FEE $ SUB PERMITS GAS AIR CONDITIONING ELECTRIC PLUMBING SCREEN ENCUFENCE ROOF DRIVEWAY i� WE NOT REQUIRED ------------- ADDENDUM NO. 3 DATE: August 26, 1993 PROJECT: Hampton Inn Ft. Pierce, Florida FROM: Directions Design 3193 Park Avenue Memphis, TN 38111 (901) 452-4505 TO: Bidders and D6cument Holders This Addendum forms a part of the Contract Documents and Modifies previously issued drawings and/or specifications prepare cj by this office. it CHANGES TO THE DRAWINGS: 1. Sheets A110 and A112 - Architectural Details A. Revise Details F7,F12,A7 on Sheet A110 and Wall Types 1 & 2 on Sheet All 12 as per attached addendum drawing AD3.1. END OF ADDENDUM NO.3 0-1 1662PFOW2016VDDEN0 UM.003 I olrj� El Do 247 i TYP, 1 X 4 FURRING — 1/2 GYP. BD. 3/4" STII(;C;Q CON"'. BLOCK CELOTEX 3/47 TUFF—R INSUL9TING SHEATHING (R-5.4) DYRECTIONS rioecr wr , _ PkuIfCT N0. SHM NIi1a�V o r s 1 c N Ft Piercpione inn 9201` 5,3 Ft Pierce 3193 PARK AVE. TYPk4 Extedor Wag De'lag M, w,',us, IN 54111 Addendwn 43.1 Dare: SME, 8-26-93 1 1 /2" =1' it ADDENDUM NO. 1 June 1 1 I93 DATE: , PROECT: Hampton In Ft. Pierce, Florida FROM: Directions Design 3193 Park Avenue Memphis, TN 38111 TO: Bidders and Document Holders This Addendum forms'',a part of the Contract Documents and Modifies previously, issued drawings and/or specifications prepared by this office. CHANGES TO THE DRAWINGS: 1. Sheet S104 - Structural Details A. Revise Details 7, 8, & 9 as per attached addendum drawings AD1.1, AD1.2, AD1.3. END OF ADDENDUM NO. 1 GO .1 i S A 77 I Z n I SLOPE V Section S1Q4 SCALE: 1/2"=1'—O WALL DIRECTIONS PROACT novae. PRWLCT NO. suers NUMBER: HAMPTON INN AID ` . o E s i c H 92015 3193 PARK AVE. FT. iRC� }�. DATE, �W-f- MEMPHIS. TH 38111 901-452-450e i . _6 1-93 .. 1 /2„ _ 1, 8" BLOCK C CONC. SLAB W/6x6 10/10 WIRE MESH 3 #5 CONTINIOUS 0404 Section SCALE: 1 /2" =1' —0" III _I I DfI�CTiONS .� eER: PROJLCT NAVE i� 0 E S I C N f ®N Yp�Yia PROJECT N0, SHEET NUNBER: 319d FQRR 3AVE.811 9201=��h , NfYPIN FT. PERCE, FL V DAME 901-152-1505 SCALE: 4" CONC. SLAB W/6x6 10/10 WIRE MESH 3 15•CONTINIOUS 2 0"' S� Section SCALE: 1/2"=l'—O" I DIRECTIONS Peaecl PROJECT Na �hri7 rwMm u E` HIMTOIY 9 1 92015 310[B PARK AVE. FT. PLPRCE. FL wmmmmm"�'jpi MEMRM51 TN 38111 DATE SCALE: » 901-452-4505 =e_ FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM SMA-03 CHAPTER 5 a BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH -" en -Residential Buildings ADMINISTERED IRY THE DEPARTMENT OF COMMUNITY CFFAI43 "dentlal Buildings over 3 stories ALL CLIMATE ZONES € E NAME: -ADDRESS: N +'" O -( r bald N BUILDING CLASSIFICATIONS): CITY ZIP CODE: I...l: 1� (�.�«. _ BUILDING PERMIT NO.: `-'BUILDER: PERMITTING OFFICE: �~- ;€�WNtER:�w URtSDICTION NO.: .� BUILDING INFORMATION WALLS ROOFICEILING P FLOORS i DppRS GLASS '.TYPE U AREA TYPE U AREA PE TYPE U AREA TYPE U AREA TYPE U AREA onerete 1.-n51 -110 z /� Linder attic ,U, .-pp Woos 5ugle. wall Wood Iran, Single: Assembly Raised Woad Metal Double, w311 moist frame Other: Raised COnGrete Insulated Single. rDOi " Insulation R-value Insulation R�value- Insulation Rwalue other Double. roof O SYSTEMS INFORMATION AIR CONDITIONER N ,Do, HEATING SYSTEM H WATER 'TYPE EFFICIENCY TONS TYPE EFFICIENCY RTUIH TYPE unary a Heat Pump 11 .a 1Q,d Central a Heat Pump - Ekclnt �tt R v65,00e Bluth SEER C65.D00 Stu /h _HSPF Resistance a5goo0 sty T. -EER IPLV L65.000 Btu In __COP — Dedicated Heat Pump ❑ xfed __EER IPLV Water. cooled _ _COP EValooratively Cooled COP Gas Geoleo EER _ Eledn6 resistance Cop Natural r EER _ Gas IOil (circle one) — LPG /15 Oil ❑ de Cn eas COP _IPLV —'— C225,000/300,ODO Bluth _AFUE HRU ❑ 01", L 225,0001300.000 Stu I h - Et ---- Other LIGHTING Total Liohtino Wanaae a E>5 C) . e ,. Lighting Budget: Toted Conditioned Floor Aree 90 OCo Wallstsq.h. (from Table 5-13) DUCTS R-value: is , 0 PRESCRIPTIVE MEASURES (Must be met or exceeded by all buildings.) COMPONENTS SECTION REQUIREMENTS CHECK windows 5024 Maximum of.37cfm per linear foot of operable sash crack. I/ Doors 5024 Maximum of 1.25 cfm per square foot of door area. �. ✓ Joints'CraCks 502.4 To be caulked, gasketed. weatherstnpped or otherwise Seat ` Supply an restricted to Set coltl'hot deck temperature \ Ise zone Res,stance. reheat prohibited. Supplied writ readily accessible switch for still /9� N yen ventilation is not required Mmlmum effictencres-Heating ..Tables S! rl (! 7B. 5.8 8 5-9 Minimum of 8 0 Provide means for balancing HV: 1 Separate readily accessible menu. ,�hJt' ��`✓! Air ducts fittings, mechanical equip / attached sealed, Reheat 503.3 ✓ Ventilation 503A HVAC Efficiency 503.4 Transoom Energy 503.5 Balancing 503.6 HVAC Controls 503.7 �- HVAC GuctS 503.8 5039 insulated and installed in f S�!�j 10. V'" 50310 l In accordance with Table 5.10 Q// 1 Automate electric storage water heaters , / .,red storage water heaters Prang InS Iiahon 503 11 Wet'! i-IaatP S ' 504.2 175.000 Blum shall meet padormancp r L Electric>120 denims; standby loss 4 .30.27NT. Gas>75,000,OII>105,DDO: y/ E.78, Standby .:VT.'GM.Oil >755,000: E1.78. Standby loss 1.30.95NT, Spas 8 heated pools must have covers. Not oarctaf pools must have pump timer.. voirmmming.Pools I. 504.2 J In, Gas spa A pool healersmust have minimum lnefmal e"icifincy. of 78°e. Hot Water Pipe 5044 Piping .heat loss is limited io 17.5 Blum linear loot of pipe for reorculahng systems is" Table 5-12), 7nsutaLon Water I MureS 504.5 Water flow restricted to maximum of 3 9pm at 80 psig. toilets maximum 3 5 gallon flush. Public(avii fixture maximum flow of 5 gpm or .5 gallon d has SON -closing valve. Lighting - 5051 Lighting power budgets are listed v1 Table 5.13 Minimum Ballast Efficacy Factors are listed in Table 5-14 ye"` Up wilt Allowable U well Actual G v o Uo roof7Cemng Allowable' vo. 1 D Up row lcei6ng Actual _ N [plldying untlerlle provisions of 5021. enter the combined U values lot the emne Mrs o Lip floor Allowable U /A U floor Actual w/A ---7— o m section u Up erweiope Aaawabte N� Up erNslape Actual CYIV wall Allowable aDU DTTV wag Acluat CTTV ri!Ceiling . Allowable—_ OTTV roof I ceiling Actual Compliance wnth Chapter 5 Was demonstrated by a Prescriptive Measures methodology: ;. ❑508 0 (a) Detached commercial buildings 508 0 (b).Skyboxes or sports stadium buildings �. 508 0(c) Tmft IP}eH less than 100square feet. that are use only seaspna d I IIy. control Mrven are in[OmplunCe Review or pgns and Spe[ai[etiona coverep by this oakuialion i 'Mo:a as Cahplgnce w4P the Fonda Energy Code Before comtninion rs romdated Ma Mnloirq will oa inspMW flit DATE a oomdurce In accordance wph Section 553:906, F.S orgy Copp L ' BUILDING OFFICIAL DATE ZS �= DATE 1 iFnARED Br I IWeoy pnpy Ihi onERIAGENT, wWx,j ,tin laroy yn!h in$I 1 BUILDING COMPONENT AREA DETERMINATION Ijl WALLS ,I North Wall 850 sq. ft. gross Less Glass 0 sq'. ft. glass I' 850 sq. ft. net J South Wall 850 sq ft. gross Less Glass 0 sq. ft. glass ^850 sq. ft. net East Wall 3230 sq. ft. gross -Less Glass 450 sq. ft. glass 2780 sq. ft. net West Wall 3230 sq. ft. gross Less Glass 360 sq. ft. glass 2.870 sq. ft. net ROOF — I{ l 9500 sq. ft. gross TOTAL ENVELOPE AREAS WALLS 8160 sq. ft. gross GLASS 810 sq., ft. glass 7350 sq. ft. net ROOF,: L Ii L� ` 9500 sq. ft. ENERGY CODE ENVELOPE ALLOWABLE LOSSES Design n conditions 38F outdoors (302.16) i 72F indoors (302.2a) TD = 34F r Q wall " = U A TD lil Where U = 0.38 (from Table 5.2) A = 8160 SF TD = 34F Q = 0.38 x 8160 x 34 = 105427 BTUH Q hoof 4 = U A TD Where U = 0.10 A = 9500 SF t 9 TD = 34F Q = 0.10 x 9500 x 34 = 8636 BTUH TOTAL ALLOWABLE LOSSES Q _ Qw + Qr = 105427 + 32300 = 137,727 BTUH TOTAL ENVELOPE COMPLIANCE CALCULATIONS No. ITEMS U x A x TD = Q 1. Walls 0.16 x 7350 x 34 = 39984 2. Glass j; 1.1: x 810 x 34 _ 309294 3. Roof i 0.05 x 9500 x 34 = 16150 j TOTAL LOSSES = 86428 BTUH TOTAL ALLOWABLE LOSSES = 137,727 BTUH TOTAL ACTUAL LOSSES = 86,428 BTUH THEREFORE, PROJECT MEETS ENERGY CODE L REQUIREMENTS � I I I OTTV CALCULATIONS '(SECTION 502.b) WALLS OTTV ORIENTATION U A TD Q North 0.16 850 42 57i2 South 0.16 850 142 19312 East 0.16 2780 146 %64940 West 0.16 2870 146 67043 ` A SF Sc 810 118 .72 68817 + U A TD Ij i.l 810 12 10692 i TOTAL 236516 TOT7 GROSS EXTERIOR WALL AREA = 8160 SF OTTV = 236516' = 28.9 8160 III TOTAL ALLOWABLE OTTV = 30.0 THEREFORE, OTTV'MEETS ENERGY. CODE REQUIREMENTS H Section 503.4�1 1HVAC E ui me � p nt Performance Minimum EER Ratings on 9.7. all Package Heat`Pump Units shall be Lobby HVAC unit shall be minimum 10.0 SEER.+ ST LUCIE COUNTY ROAD IMPACT FEE CALCULATION FORM ._ Name Feepayer0- yer QrAddre lof Date ` Permit_.: Road Benefit and Collection Zone�� The impact fee calculated herein has been determined based on the fee= schedule adopted in St. Lucie County Ordinance 85-10, effective February 1, 1986 IMPACT FEE CALCULATIONS LAND USE FEE PER TYPE UNIT # UNITS # SQ FT (1000) # PARKING SPACES # STUDENTS SSE (x) 5Ss56 TOTAL IMPACT FEE 9, 7/S: 06 = $ 4 6), q/,5-, 6d FORT PIERCE UTILITIES AUTHORITY "Committed to Quality" 206 South sixth street (34950) Post Office Box 3191 Fort Pierce, Florida 34948-3191 Mr. Thomas L. Knott Lindahl, Browning, Ferrari & I-lellstrom Inc. 2222 Colonial Road, Suite 201 Fort Pierce, Florida 34950 Phone 407-466-1600 Fox 407-489-0396 Friday, February 26, 1993 Re: UTILITY EASEMENT ACCESS: CROSSROADS PARK OF CommERCE (HAMPTON INN) Dear Ms. Knott: Based on our recent conversation concerning the above -referenced topic, the Fort Pierce Utilities Authority would like to confirm that we have no objections to the installation of an asphalt travelway in the existing platted utility easement. However, we would like to point out that no permanent structures shall be erected on these easements, and, if in the future, repair or maintenance is required on our existing facilities, the Fort Pierce Utilities Authority will not be responsible for the required asphalt repairs within the easements. Also, any type of landscaping that may be planted in the easement may also have to be removed at a later date. Should you have any further questions pertaining to this issue, please do not hesitate to contact this office at extension 423. Very truly yours, 4a_ 61 a.* �o �_,; David A. Mellert, Sanitary Engineer Systems Planning & Engineering DAM:jm cc: R. T. Sherrill, P.E., Supervising Engineer BETA CONS General r Date Project CORPORATION; APR Transmittal Construction - Planners Construction Management �/Z93 Project No To WE ARE SENDING YOU � Herewith Under separate cover via the following items: _Shop Drawings _ Prints Plans _Samples _Specs. _Copy of letter —C.O. Copies Date No. Description 4W �y✓v� THESE ARE TRANSMITTED as checked below: For Approval _Approved _For Your Use _Not Approved For Review & Comment REMARKS Copy to _Revise & Resubmit _Approved as Noted �i­=4_�AYIG CO S UiL By 123 East Market Street, Somerville, TN 38068 Tele: (901) 465-4774 Fax: (901) 465-3582 BUSINESS OFFICES (4an MY,O Mad ng At d ou FIRE PREVENTION PIO am 3030 FIRE PREVENTION PLAN REVIEW A. PERMIT INFORMATION CITY OF FORT PIERCE_ CITY OF PORT ST. LUCIE - ST. LUCI$ COUNTY V ST. LUCIE VILLAGE 1. PERMIT NUMBER e2 NAME OF OCCUPANCY / y0 1(&vl IJ/Gf GL 2. BUILDING LOCATION LCQ zip q-,?011 (S�-a..au�/J f�Gct�G (CITY) 3. BAY OF SUITE NUMBER (MULTI -TENANT ONLY)-' 4. CONTRACTOR 7a CoZ.p Phone No. ( 60- *"-4774 5. ARCHITECT- ENGINEER n�pNs-r �CC,c�7 A RC' �ial.1Q&1�- Phone No. (`%01 )- �J l-4Jq, 6. BUILDING OWNER i ,4AS, I L c-ex,,oti 7. OCCUPANT 4 AAn P-[orJ IIto nl Phone No. ( )- (NAME) 8, SHELL CONSTRUCTION TENANT IMPROVEMENT COMPLETE BUILDING B. BUILDING INFORMATION 1. OCCUPANCY TYEER- t LR41i C�l h tr a (SBCCI CHAPTER 404) ASSEMBLY OCCUPANCIES ONLY 2. BUILDING SIZE l`j oZp sq, ft. NET SEATING AREA r!/R sq.ft. (GRO S FLOOR AREA) (NET FLOOR AREA) 3. NUMBER,OF STORIES , 2 4. AUTOMATIC SPRINKLER SYSTEM d YES NO. C. COMMENTS OR ASS�UUMPTTTOnNS �,y �A "� V! N'l r///4� TV � � d �v" v L '� �G' .dlRd'IAiN�WE�I. 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I vi 2—e Sch. 40 0 0 -c PVC Sleeves GI a C> 0 13' O 0 34'R 8" Curb 5 R >;. r 12'R 8" Curb , Ct� 13 5'R 5 R 13 a �. ! i1 -0-0 5'R N —) In `' 4" Sch. 40 13' Q C1 n 513 PVC Sleeve e : Concrete00 0- lb 1 13 Slab N o �0.81 F `�, O 8" Curb '. z 26.0' . 5'R O o 4' 00 4" Sch. 40 PV N- a, .�L 2 Concrete �.� v4 '� b' i ' P rking Bumpers � P5 �• (Typical) E 0� �^ -C 3 Jo 7 J._ O U ON U O 26' 00 005,R ^h 13' 22' 2-4" Sch. 40 PVC Sleeves .5. ft. iC, olis (By: Ot, er . 8" Curb 1 2-4" Sch. 40 PVC Sleeves SOO'2 '24"W 1 20.50' 1O'R �� 20'R 20'R 16.68' 'R 2, h N89'33'36"W 164.04' 44'R N b 115 L.F. 4" Solid White 30' Utility 66.57' _ asement ' 24" White Stop N ��p Bar &Stop Sign " N $ Curb ltW 11Y7� 35' w F-ff F-LE N 24" White Stop M 8 Bar & StopLO CN Sign00 Existing Sanitary LOT 1 z Sewer (VACANT)co CN 4 3 �1 ZONING PNRD e 5 p „...., .r „' N < LAND USE MXD o z a g W A R f y yJy 2 � d SM1"�a�'*'"au :� � s.. _ - a 11y a> t•�, 4 R�riry ,y '«.� �,rk'a P; ✓; .. `-v 1 N Existing Flag Pole 12' Utility Easement Existing 13Inlet Pole (2 Typ.) 4" Sch. 40 PVC Sleeve Existing t;' Sanitary Sewer Service (invert t 14.0) Existing Gravity 6' Utility N89''"Sanitary Main 3336W ��� _ r Easement I Existing Curb & Gutter Existing Fire Hydrant 6' Utility Easement Q C d a 1 , f � L J jt 10, 01 1 ' 2�u° r GRAPHIC S...AILE wg UIRECT W.".. I Q �i 3193 PARK AY,NGE MEMPHIS, TN 38111 901/452-4505 nw SATE 4-5-93 p,, .-. , . , . vM+� .., ,.. ,p: C • ry r r r r r :/ I J /l V e N AIUJ , i 11 1 L' 15 Second Floor Plar �5 f A8/A108 N �gy) D � .y 3193 PARK AVENUE MEMPHIS, TN 38111 901/452-450" DRAWN BY: CHECKED BY: SHEET NUMBER: DATE: 4-5-93 H j go 2 104 103 IL j I I F -I L _J F ---—I L — — — F _1 L — — — 3'— Er I 2'—Cr 2 Laundry ' Break Room F1 Enlarged Laundry/Break Rooll 11 1 < < 8 '4. 4 132 4 3'— 2'—Er 1 3'— 11" T T T Enlarged Guest Room ■ 101 07 M1 r■ � a b Eo 129; T 81 Er 4 3'-47 12'—Cr Eli A, 1, A, 1 DIRECTIONS D E 'Sj I G N 3193 PARK AVENUE kEMPHIS, TN 38111 901/452-45C5 GENERAL NOTES: T_ SEE SHEET Al 12 FOR WALL TYPES. L 100—RDom Number 'k L] Room Names. A. 1. A. 1 —Ceiling Finish Wall Finish ILL 4 T' Base Finish Flo" Finish _tL LL", I C J, t FIM L L A. Carpet B. Quarry Tile Base 1. Base to Match Existing 2. Quarry Tile Base A. 5/9* Gypsum Board Prepared For Wallcovering Vinyl Wa covert' ng 41 1 x 2* Acoustical Lay —in Tile I�scelaneoue .;. P „G 1 Door & Window Frame Paint 2. Plastic laminate Millwork j N, 1 % L A -,4 tt_ea q J_[ th rl I. III II �J j, L L rt R i � I 3r t � � l r r r A Iln S 12'-0" 12'-0" Breakfast Bar And Seating A, 1, A. 1 ,d 8'-6 7/8' k --- _— ------ Wom b 1'-a" A, 1, A, 1 Pantry 152 A.1,A.1 5'-0' S'-cr b ' A, 1, A. 1 --<4> 153 Mech. b I 4'-8' 3'- 3'-5 1/8" F Phone A, 1, A. 1 b 157 158•��-------- - Men Lobby rEf A, 1, A. 1 45.0000' b 24'-8' o j z J J T 4 �u "31 Y 100 Room Number 6 k Room Name "c Room Nome � - A, 1, A 1 Ceiling Knish ° rc } k Y^ Wall Finish =7s s Base Flmsh Flow Finish mg' N 4 ! I° t r.l & j) A. Carpet B. Quarry Tile i- Base 1. Base to Match Existing , 2. Quarry Tile Base Wass A. 51T Gypsum Board Prepared For Wallcovering - Vinyl Wallcovering x b s f k 1. Y x Y Acoustical Lay in Tile [. �np pry[ Ksceua eous 1. Door & Window Frame Paint i 2 Plastic laminate Millwork a'{r I r p 1 fi i r {}c � " s ' � I DiHEcTioNs I G N 3193 PARK AVENUE MEMPHIS, TN 38111— 901 /4524505 GENERAL NOTES: PROJECT NO. LATEST REVISION: Q 92015 >'=a;,YN BY: CHECKED BY: SHEET NUMBER: DATE: 4-5-93 L J C L s. tP' r rx w g� j rfwilr i k '. ` Y d h R V I v yl F 'iA 5 W✓'..` L �V q t t d �x x rT TMI M1 W tc ! K-'4! �. ROOF IXPANSION JOINT Iv € I ; I �� 24'-6" 24'-6" 20' 6' ` r � W 0 I bi' A 4 Y R^®f Plan 1/8"-1'-0" 1 M4 a ds I' Canopy,, Ids �r M1 x -s' x � q t�, r'1��+ 24'-6" :::E::::� ROOF EXPANSION JOINT - — - W d O t 24'-6" 24'-6" Jr� u I R E C T I D E S I G 3"93 PPRY AVENJE MEMPHIS, TN 38111 901/452-4505 PROJECT NO. LATEST REVISION: 92015 DRAWN BY: CHECKED BY: SHEET NUMBER: WILD ACJ DATE: 4-5-93 11■i®Ili® IIIIIIIII MIMIP I�INI 5 milli I ii Mrs 111111111RU FMI I il M West Elevation Y nW ,q It t E s 111 Dir ECTIO I'S G 3,193 PARK AVENUE MCNIPHIS, TN 381t ui, t ul1 a r 1 d C 1 p [ I £ T y 4 �b 31, F1 nI,,\ \.la U_ A -m I IrrI I , F i ( � r , ,y t.. ,. a r r Sr, I e F +'k` t I , a d, }� g i V ..t f X ak' rr } ." a r=_ ' G? . e OF I TOP OF FINISHED RO ? If p � { i io A n s .. .., ', o 7 ' ,' " cn ' ,; , ' � " .,� � ' • n', '�g+r,+: �, r } ,,wig;" S £ : eM g'x�r:�„ 'x�re� } 4 TOP OF GRADE RA 1 i J `r r, �o hS e I g xti` a y , Yi47,'r Yi h fi i "R,F:`.4(V "f d ry M1 N,1d1 Yy'p-m ktii"v - �.nr nh7'1� "' t.•., x. ` m s� � x , t < Hampton k; Crossroads Park Of Commerce I , St. We County, Florida rs•? a'riv �. F f � ' �xtxior Elevations i 4 r ,,r i " - 4 ?? w . ,, PROJECT N0. IATESt REVISION: ^ 92015 a R 11 i 11 t 'y 4� - - - - - - - - - - - --- 6 46 12 BOTTOM OF ROOF DECK zoI 5- I20 ALUM. HANDRAIL 2ND FLOOR FIN. FLR. SLOPE 1 ST FLOOR FIN. FLR. [j % - — — — — — — — — — — — A6/A1O9 qjjij;qq� pi;rl r 0" ow•!F CONC. GUEST RM. GUEST RM. CONC. ROOF DECK GUEST RM. /Al 10 G11 Section Thru Canopy CONC. ROOF DECK GUEST RM. x BREAKFAST BAR U4 R E D E 7' 33 PARK, AVD�,j 2ND FLOOR 4p7W2 FIN FLR Cromoads Park Of CoTmce St Lucie County, Florida KI IST FLOOR FIN. FLR. k� i7vru BL�g se -Sons , o �g PROJECT NO. LAT57 RNSION: 0 41"1IN 1 ,.M�900;0011,%MIIwhP 15 DRAWN BY. CHECKED BY. SHEET NUMBER: DATE: 4-5-93 0 1 3 5/8' 20 GA. STL. STUD ,^ FRAMING 1/2- EXT, SHEATHING L HORIZ. STIFFENER 0 32' O.C. VERT. — - 1s E.F.LS. — OF 87 STL COL A j` 1 1 r) K K1 Sectionm" Thru Column 3/47 0• ^' i BOTTOM OF ROOF DECK Thru Building Sectior I" RIP 5' 20 GA STL. STUD FRAMING 1/1 EXT. SHEATHING �HORIZ. STIFFENER 0 3Y O.C. VERT. — 1' E.F.I.S. Section Thru Column GUEST RM. CONC. COL BASE r , F ti4 x 1 I� I 1 I I I 1 f � TI S l' 1 w e 4 is lu 4 �I Section Thru Column BaseF' 3/4"=1'—Cr I — 1 1 I II� r •j I„ I I � I . ,,gyp r"Ir I 4 i I I i , 1 I 1 i v - 1 I "It fiS ILL Plan Of Stair I All Stair Section r t s1 Section . wiling CAST ABRASSIVE STAIR NOSING 5/1 Er THK. (T1'P.) EXTENDED WIDTH OF TREAD LESS Zr EACH END 3-1-1/2" x 31T ANCHOR EA. UNIT Iel xl DIRECTIOP! 3'93 PARK AVENUE 1 MEMPHIS, TN 38111 i' 901/452-4505 PROJECT NAME: Hampton Inn C ossroads Park Of Gonnerce a St. Lucie County, Florida SHEET TITLE: QThru �`B,,U+�t,ding Sectii f18 a Detais PROJECT NO. LATEST REVISION: Q 92015 DRAWN BY: CHECKED BY: SHEET NUMBER: WILD ACJ DATE: A108 4-5-93 1 1) Y A r. Al 7 R Q 1n 11 19 13 14 15 t 1 F1 Z) II V vi lU IL 1J 14 it) DIRECTIONS D E S I G N 3193 PARK AVENUE MEMPHIS, TN 38111 901/452-4505 GENERAL NOTES: PROJECT NAME: Hampton Inn Crossroads Park Of Commerce St Lucie County, Florida SHEET TITLE: Wal Sections PROJECT NO. LATEST REASION: 92015 DRAWN BY: CHECKED BY: SHEET NUMBER: DATE: 4-5-93 A109 10 I ao L %0 2 318r 3'-6 1C4 2 T, TEMPERED INSULATED TEMPERED INSULATED BRONZE GLASS 2 318r 3'-6 1C4 2 T, TEMPERED INSULATED TEMPERED INSULATED BRONZE GLASS BRONZE GLASS'' BRONZE 5/87 TEMPERED INSULATED GLASS NOTE: PANIC HARDWARE � d. REQUIRED WHEN LOCK IS USED. �Al 4 EXTRUDED PRE FINISHED LOUVER CONC. BALCONY FINISH SHALL MATCH ALUMINUM F RAMl F. BY WINDOW FABRICATOR NOTES: 6'-0" .raj io 1. FIELD VERIFY ACTUAL FRAME DIMENSIONS. L T1 PAINT 2. FRAME DIMENSIONS SHALL BE AS REQUIRED TO PROVIDE A 3' —6 1/40 WIDE 1'-4 1/4! _0 c, HIGH CLEAR OPENING FOR THROUGH WALL UNIT AND 16 S.F. OF GLASS ARI� ­4 In -P� 2, KI �': '1,' Storefront Elevation "B" -,i I Im (!mina Tvnp. "A K12 siz E.F.I.S. Edge Detail A 4l"I EXTERIOR FINISH SYSTEM ON EXPD. POLYST. INSUL V GYPSUM Er CONC. BLOCK CONTINIOUS SEALANT or s J CONC. FLOOR SLAB K12 ®R CONTINIOUS SEALANT TEXTURED FINISH CEILING Ir CONC. U—BLOCK GYPSUM BOARD EXTERIOR FINISH SYSTEM ON EXPD. POLYST. INSUL— F in I 7RE—FINISHED ALUMINUMIL KKK 'iANDRAIL DIRECTIGPi D E S I G N 3193 PARK AVENUE MEMPHIS, TH 38111 901/452-45`, L. PROJECT NO. LATEST REVISION: 92015 —A 15 L J A B C S MA� d� A Al Door Elevations 1 4n— —1r n r Yf , � z ; :$n ti. ., v ,� z04 ti 2 HM I Y 1 i 1 — LJ f - A8 Frame Elevations ,^ `.'v r. ,+x .^• y>r a^"x1 ..+,a'^" g K x d".. r..^:. .i ay.. ?r :' 4 5��n ..... l k°�,S '-M. c . , µ' nSe` !"^9` .. a � � ,`� e5 ' ri. . ?,.I ;14'�., y , ;✓ y r : :.• �- ti' �n��. *, m �^ "�.x rxp, , %� d',�5+., Pxk it ,"�i*ru`���"'�: '._. � . -. .. tti���my a ^�«.y�� t�'�". -. - .,s � 'r.;.... _ - ... 0 i L i 1 �h I I I Door Frame ....... _... I Netl Jamb, of t ,; �101— 2� 1 MrO Fit ew. Msfl Dahl Debi Mfid� Heil! Thk 102 6 —8' 1 3/4 ALUA4 BRZ ALUM BR Z t . 1 .. }......- ....... _ r 103 3 0 7'-0 3/4 A HM PNT A HM i 2� 104 � 6. 7'-0 1 3/4l v 8 ' HM 1 PNT B HM 2 PNT 105 �2) 7'-01 3, C HM PNT C HM 2 '� 1 PNT r r106— }28 3 —0' T 0" i 3/4 D HM PNT A HM PNT r j 9 1 3/4 1 E WD STN C HMI 5� 5 PNT E — — 3 —0 6'-8" 1 3/4 F WD STN D HM > 1r PNT _ f i 3 0 6'-6' 1 3/41 F WD STN D HM i PNT j57 3 06-8'1 3/4� F WD STN D HM rLip NT c*gR° .. y 158 3 0 6'-8'1 3/4 D HMIPNT; D HM r , PNT'* 159 2 8 6'—e"1 3/4 E WD STN C HM 1 r r PNTi 7771 Ala 201 �2) T-01 3/4, B 1 HM PNTB HM PNT � �202 2(2) T-01 3/4 j C HM :PNT 8 HM r 1 1 ,PNT 3'-0 T-01 3/4 D ;PNT HM A 232 HM �, t h t "' PNT e- 233— 2�8' 7 0" 1 3/4" E WD STN C HM r 5 a PNT' r 262 1.._._ rjo M "�}'Prpt;�:� ,� au9 z3Y� �".� �a4�f r^'��'q-��•, � .""1n•s K xN �'.i� 1 Y�N �"✓tii y � ysr� a `� kdw�'��V . ou � r @V�„ 1 . F°T; If, D Remarks IRECTIGN S now SHEET TIRE: Door Schedule & Details PROJECT NO. LATEST REMSKNI: 92015 DRAWN BY: CHECKED BY: SHEET NUMBER: WILD AW DATE: 4-5-93 7 s 1A 4 :4 ti J r. 4 31e IT W6tEUNG STRUCTURE ROOF/CPLJK W UCTURE .. % ........ ACCOUSTICAL SEALANT TOP & BOTTOM TYP. 51T GYP. BI).""' 51T M.R. GYP. BD. 5/Er M.R. GYP. BD. 5/Er GYP. BD. 0 BATH SIDE 0 BATH SIDE—, C rd Fw SOUND ATTENUATION EACH SIDE 4- A IV J", F't 4 A 4, 3 518r STIFFENER 0 3 51EC STIFFENER 0 3rd POINTS VERTICALLY 3rd POINTS VERTICALLY 3 5/8" 25 GA. 3 51T 25 GA. SIT. SUDS @ 16" O.C. STL STUDS 0 247 O.C.'— Bri L 'g ' -Mll 11 "J FUR-fgA 0. Re r'r�� 3 r ATI 'o' 4, A N Al Wall Ty �v 40 "Nglm 05 2 LAYERS 51e TYPE GYP. 8D. EACH SIDE � FLOOR SLAB DIRECTIONS D E S 3193 PARK AVENUE MEMPHIS, TN 38111 901/452-4505 GENERAL NOTES: 11 Crossroads Park Of Commerce IA St Lucie County, Florida SHEET TITLE: Wal Types PROJECT NO. LATEST REVISION: 92015 DRAWN BY: CHECKED BY: SHEET NUMBER: WILD ACJ DATE:* Al Q 4-5-93 FOUNDATION NOTES: 1.FOUNDATIONS RAVE BEEN DESIGNED FOR ANASSUMED SOIL BEARING CAPACITY UF2.000POUNDS PER SQUARE FOOT. ALL FOOTINGS SHALL BEAR ONNATURAL UNDISTURBED GROUND URENGINEERED FILL AMINIMUM OF1'-U"BELOW EXTERIOR GRADE. 2.FILL ALL 84CKRLLUNDER FLOOR SLABS AND PAVING SHALL RECOMPACTED TO 05%UFSTANDARD PROCTOR AND SHALL 8[PLACED |NLAYERS NOT [XC[[8|N( Er THICKNESS. I|TSHALL 8ETHE OWNERS RESPONSIBILITY TOENGAGE ALICENSED PROFESSIONAL � SOILS ENGINEER TUPERFORM ASOILS TEST AND FURNISH THE ARCHITECT WITH � AWRITTEN REPORT GIVING HIS FINDINGS AND RECOMMENDATIONS ASTOTHE TYPE � OFFOUNDATION TO8[EMPLOYED, � 4. ITSHALL 8ETHE GENERAL CONTRACTOR'S RESPONSIBILITY TUOBTAIN ACOPY UF �THE SOIL BORINGS |NORDER THAT M[MIGHT BEAWARE OFANY SUBSURFACE ' CONDITIONS OFANON-TYPICAL NATURE. � 5.THE SOILS ENGINEERS R[CDWENDAD8NS SHALL B[STRICTLY ADHERED TO. sg- __T to 71 T. " 47 DRIVE ELEV. 1885 �" ��l� Foundation X����� �lk� 8���������4KU��8U �U��VU44301 � �[o� Base Dtl. eU 5'-Cr � DIRECTIONS S N11 W8x24 TYPICAL PROJECT NME; ��*,�xU xnNA��Inn 3/4" GROUT BED o Dm[08ds Park Of [u0merC8 S[ Lucie County Fbnda Sx[8 nnI: � FOxd8ti8n Plan , PROJECT NO. UJ[STR8oS|0N: � ` . 92015 / \ DRwNHBY CHECKED BY: SHEET NUMBER. Col. Base Dti A14 Col. Base DR &O WILD ACJ - DATE: S 0� ��.~ ��*� ��5^-93 `~ 101 fa 7erl' A T. Typ 0 "'T; EA. END OF EA. INTERIOR BRG. WALL' 190'-0f (15 BAYS 0 12 01A1—A# Second Floor 1� M CONC. BLOCK rr 1 1 in dl x I (M M K�N o8/alO8 r 3193 PARK AVENUE MEMPHIS, TN 38111 901/452-4505 (;FNFRAL NOTES Hampton Inn C.ro,vsroaols C-1cvnn,—'e !U3;e SHEET TITLE Second Floor �-ramnN ClIr, i c "',,AN CHECKED 8t: AC S102 1 9 3 4 5 R 7 R o to 11 t9 11 1d it L, FJ Il9 W IrA IJ I It I DIRECTIONS D E S I G N 3193 PARK AVENUE MEMPHIS, TN 38111 901/452-45D5 GENERAL NOTES: PROJECT NMAE: Hampton Inn Crossroads Perk Of Commerce St Lucie County, Fonda SHEET TRLE: Roof Framing Plan PROJECT NO. WEST REVISION: 92015 DRAWN BY: CHECKED BY: SHEET NUMBER: ACJ DATE: S103 4-5-93 13 B' U BLOCK W/: 14 ti Y,pZ f u y he a' �'yP!' HSdy K 7f+ Fn z JV j W V 4. d �k4�n {" t 1 a�wa i��r Nil 8"BI u Y u a4-�,� r � t1 { ppye TT C�J "T" 47 CONC. SLAB W/6x6 10/10 WIRE 6 �s kr'rz'xfte'a 3 #5 CONTINIOUS . '3193 PARK AVENUE MEMPHIS, TN GENERAL NOTES: PROJECT NAME: Hampton Inn Crossroads Perk Of Common St Lucie County, Florida SHEET TITLE: F Structural Detals s PROJECT NO. LAT 92015 DRAWN BY: CHECKED BY: SHI ACJ ACJ DATE: 4-5-93 i LOUVER DOORS BY G.C. U14 GAS INTO BLDG ABOVE 3 FLOOR & RISE 24x14 STORM TYPE DISCHARGE 1214) LOUVER W/BIRD \v SCREEN 1 010' GAS CONNS 0 DRY LOUVER DOOR --0 PER MFGR�RECOMK BY G.C. Fill ds L UNDERGROUND GAS SERVICE BY GAS CO. J, �JTAeg" Z X y -j" atr I 1B A- ----- T M1 First Floor Mechanical Plan uIRKTIONS D E S I GENERAL NOTES. PROJECT NAME: Crossroads Park Of Commerce St. We County, Florida SHEET TITLE: First Fm Mechanical Plan PROJECT NO. LATEST REVISION: 92015 DRAWN BY: CHE-0: BY: SHEET NUMBER: A) k"i m"101 V4-, FRAME SIZE TO "t, r.rxl/4' ANGLE WATCH A/C UN IRON FRAME PRIME — PAINTED ALL WELDED CONSTRUCTION i N-1 �X%'2fs, DIRICTIONS PREFABRICATED ROOF CURB — FLASHING BY G.C.- 17 DUCT FROM — REGISTERS EXHAUST N.T.B. !�CONDENSING 4'L # 1 MTD. ON Y FLUE DETAIL, t t S J� 'A ff GAS DROP INTO MECH ROOM & CONN TOO WATER HEATERS PER MFGR. RECOMMEROATkft. 'M TR T�� 3 j Al tt't" nf, 9 R" �A 1 , , , I'- , " , , I 4!x4!Xlg" TREATED 0 WOOD SUPPORT ON ROOF 4 GAS PIPE kl", 2 HOLE PIPE STRAP D,t Z I A Y f, , r t4 6,; to, gym.-ir TYPE #2 6/ VIT� 6 TYPICAL AT EACH GUEST RN BATH & WHERE INDICATED - 6x6 EXH. REGISETER Wi FID 0 60 OFM D E S I G N 3193 PARK AVENUE MEMPHIS, TN 38111 901/452-4505 GENERAL NOTES: i 11 4 r I �1 i I 1 ' Y 4 I NOTE: I ;; � PROVIDE 1 1/2" 160' HOT WATER SUPPLY � + I AND 3/4- 160' HOT WATER RETURN TO LAUNDRY )t efi # 3F� # in 4 A,hN Rt n x y m#'"1�- k:p P1 First Floor Plumbing Pian IRE CT IONS D E S I G N 3193 PARK AVENUE MEMPHIS, TN 38111 901/452-4505 GENERAL NOTES: PROJECT NAME: HampW Inn Crossroads Park Of C.orr-TK�r-_e St. Lucie County, no i:ia SHEET TITLE: Frst Floor Pknbing Plan PROJECT NO. LATEST REVISION: 92015 - -- DRAWN BY: CHECKED BY: SHEET NUMBER: P10rsmi e -.. L Ff F E C =,Wn a He -1 WASHER TRENCH, SEE DETAIL SPILL THRU FACE OF CURB (TYPICAL) A P2 First Floor Sanataryy Plumbing Plan JI j" 4 5 4 : 4 -Ir pl I Ic IiII EC Il(iiJS D E S I G N 3193 PARK AVENUE MEMPHIS, TN 38111 901/452-4505 GENERAL NOTES: V °RN.ECT NAME: H&q1ta Inn Crossroads Park Of Commerce St. Lucie County, Florida SHEET TITLE: Frst Floor Saritary Plarrbing Plan PROJECT NO. LATEST REVISION: 92015 BY: CHECKED BY. SHEET NUMBER: Sw 02 3 1 i 3 4 -5 f 7 R 9 10 11 12 13 14 15 0-IRKTIONS D E S I G N GENERAL NOTES: Crossroads Park Of Commerce St. Lucie County, Florida SHEET TIRE: Ccnnrv{ FUvnr Plimlhinn Pinn PROJECT NO. LATEST REVISION: 92015 DATE: r pus 4 -26-93 13 ?4 31 19E 1 1/2- 160' HW 7 2 1/2' CHECK �1 VALVE 2 MR.) M VAC. REUEF--' VALVE 2 1/2- HOLBY LOW TEMP MIXING VALVE SET AT 120' 2 1/2.-1 1 v I THERMOSTAT (TYPICAL) -- 2\ FLUE BY HVAC CONTRACTOR - --160•_ L I 1 2" BALLTYPICAVALVE f 1/2' TYPICAL - DIELECTRIC INSTALL WATER MANIFOLD UNION (TYP.) W 3(TW /WIR /4� HTR 1 ASME T8f' RELIEF VALVE PIPED FULL SIZE TO FLR ROL /ST-42V-C THERMAL EXPANSION GAS PIPING THE DRAIN - IFOUR READ FOR EACH WATER HEATER ABSORBER TYPICAL K CONTRACTOR K K Y5 K K K (TYPICAL) ��) .� M-cl .� 'CONCRETE PAD HOT WATER HEATER PIPING NO SCALE -------_--- GENERAL PLU OING NOTES I. THESE DRAWINGS ARE DtAGRA.WATIC AND SHOW GENERAL PLUMBING LAYOUTS AND PIPE ROUTING FOR BIDDING PURPOSES ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PREPARE DETAILED SHOP DRAWINGS AND TO CONFIRM SPACE ALLOCATIONS. 2. SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ALL BUILDING ANTI-BACM VENT CAP R, CA x I FLUE DETAIL N.T.S. DIMENSIONS, DETAILS, ELEVATIONS AND EXACT LOCATIONS OF FIXTURES. 3. CONTRACTOR SHALL VERIFY ALL FLOW LINES PRIOR TO ROUGHING IN. 4. ALL WORK SHALL CONFORM TO THE PLUMBING CODE, LOCAL BUILDING LEGEND SYMBOL DESCRIPTION CODES AND STATE HEALTH REGULATIONS HAVING JURISDICTION. 5. PLUMBING CONTRACTOR SHALL REVIEW ARCHITECTURAL, STRUCTURAL, ----------- SOIL DR HASTE ;W.i H ELECTRICAL AND MECHANICAL DRAWINGS AND COORDINATE HIS WORK ------ -- VENT (V.) WITH ALL OTHER TRADES FOR PIPE ROUTING AND EQUIPMENT PLACEMENT. AVOID INTERFERENCE WITH ARCHITECTURAL FEATURES, .--�L— RAINLEADER IRL) BEAMS, FOOTINGS, WINDOWS, ETC. NOTIFY ARCHITECT OF ANY —''D-- STORM DRAIN LSD) CONFLICTS. 6. CONTRACTOR MAY RE -LAYOUT TO HIS ADVANTAGE CODE EQUIVALENT --T-- 1/2" CW FROM TRAP PRIMER TO DRAIN PLUMBING SO AS TO REDUCE INSTALLATION COSTS, OR TO RE-ROUTE -- ' — COLD WATER (CWI TO AVOID CONFLICTS WITH OTHER TRADES AFTER FIRST RECEIVING --••— HOT WATER (HIW) THE APPROVAL OF THE ARCHITECT/ENGINEER. 7. PLUMBING CONTRACTOR SHALL COORDINATE WITH ELECTRICAL" — HOT WATER RETURN (HWR) CONTRACTOR ALL VOLTAGES. ELECTRICAL LOADS. ETC. OF ELEC- --160*• 160 HOT WATER (160 IHW) TRICALLY OPERATED EQUIPMENT PRIOR TO ORDERING. ALL EQUIP- --160'••• — 160 HOT WATER RETURN (160 MENT SHALL BE U.L. AND N. E.M.A. APPROVED. HNR) 8, PLUMBING CONTRACTOR SHALL FURNISH ACCESS PANELS TO BE IN- - —_�-- FULL PORT BALL VALVE OR BAL. COCK STALLED BY GENERAL CONTRACTOR AS REQUIRED FOR PLUMBING IN - G STALLATIONS. -----II---- GATE VALVE 9. SLEEVES SHALL BE INSTALLED WHERE PIPING PASSED THROUGH + CHECK VALVE STRUCTURE. UNION 10. ALL OPENINGS THROUGH RATED WALLS 8 FLOORS SHALL BE SEALED F.C.O. FLOOR CLEANOUT WITH AN APPROVED FIREPROOFING TO MAINTAIN THE INTEGRITY OF THE WALL OR FLOOR. G.C.O. GRADE CLEANOUT II. PROVIDE MANUFACTURED COMPATIBLE PIPE HANGERS. RODS AND IN- W.C.O. WALL CLEANOUT SERTS, OR CLAMPS FOR THE PROPER SUPPORT OF ALL PIPING. NO F.D. BAND IRON, TIE WIRE, METAL STRAPPING OR WIRE STRAPPING WILL FLOOR DRAIN BE PERMITTED. R.D. ROOF DRAIN 12. PIPE VIBRATION AND/OR PIPE SWAY WILL NOT BE PERMITTED. L-I PLUMBING FIXTURE 13. PROVIDE SUITABLE BACKING AND SUPPORT FOR ALL PLBG. FIXTURES. 14. OFFSET ALL V.T.R'S AS REQUIRED WHETHER OR NOT SHOWN ON DWGS. N. F.W. H. NON -FREEZE WALL HYDRANT 15. ALL V.T.R.'S SHALL BE A MINIMUM OF 25 FT. FROM A/C INTAKES V.T.R. VENT THRU ROOF F AND/OR AS REQUIRED BY CODE. H.B. HOSE BIBS 16. PROVIDE ALL V.T.R.'S WITH 4 LB. HIGH BOOT LEAD FLASHING. 17. ALL WATER AND DRAIN LINES TO ICE MACHINES SHALL BE INSULATED. R. P. B. P. RED. PRESS. BACKFLOW PREVENTER 18. ALL PIPING SHALL BE LABELED. 19. CONTRACTOR SHALL PROVIDE SLEEVE OPENING DRAWINGS FOR ALL BEAMS 8 PRECAST PANELS. SUBMIT DRAWINGS TO STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO STARTING ANY WORK. NO EXCEPTIONS. + 20. INSULATE ALL ROOF DRAIN BODIES AND HORIZONTAL RAINLEADERS WITH 1/2' THICK FIBERGLASS. "f 21. UPON COMPLETION OF THE WORK COVERED BY THIS CONTRACT, FURNISH THE OWNER WITH ONE (1) SET OF REPRODUCIBLE "AS BUILT' DRAWINGS WHICH SHOW ALL PLUMBING INSTALLED UNDER THIS CONTRACT. E C A_ PLL==MMNC FIXTURE SCHEDULE tiff: ARCHITECTURAL P r.JS OR wP, "Nu ,,Drn:'lON OF ALL FIXTURES SYF.<i3OL FIXTURE MANUF. ERASS TRAP SUPPLY DE8CWTION Wi ..-R AMERICAN 3/8"xl/2' #2109.700 TANK TYPE WATER CLOSET WITH .. ....-.. OSET STANDARD ANGLE S. ENEKE W/STOPS /721 WHITE OPEN FRONT SEAT W/LID WATER AMERICAN = H 3/8%1/2' (2108 700 - SAME AS W-1 WATER CLOSET CLOSET STANDARD ANGLE S.EXCEPT 18' HIGH FOR HANDICAPPED W STOPS "m WATER AMERICAN W-2 _- 3/8'xl/2' /2109.700 TANK TYPE WATER CLOSET PATH G'_OSET STANDARD S. ENEKE #527 WHITE OPEN FRONT SEAT LESS UO s" mxWw.x. W STANGLE OPS Nl_:P AMERICAN W-2!i -- 3/8'xl/2' /2109.700 -SAME AS W-2 WATER CLOSET :E" STANDARD 'W� S EXCEPT 18' HIGH FOR HANDICAPPED W STOPS SYMMONS 1 1/4, 3/8'xt/2 COUNTERTOP W/INTEGERAL BOWL BY G.C. S-90-2 17 GAUGE ANGLE S. .C. TO ROUGH -IN III,MAKE FINAL CONNECTIONIS C.P.B. W STOPS L W rt" MY SYMMONS 1 1/4' 17 GAUGE 3/8'xl/2' ANGLE S. COUNTERTOP W/INTEGERAL BOWL BY G.C. S-9G-2 C.P.B. W STOPS P.C. TO ROUGH —IN k MAKE FINAL CONNECTONIS AMERICAN L 2 Y SYMMONS 1 1/4' 3/8"xl/2- #0355.012 20'X18' WALL HUNG LAVATORY WITH STANDARD S-90-2 17 GAUGE ANGLE S. WADE CONCEALED ARM CARRIER C.P.B. W STOPS b A''! AMERICAN 1 1/2- 1/2' #2295.020 OR 2297.026 TUB W/SYMMONS T-'1 STANDARD SYMMONS OR WITH S-96-2-X VALVE h 3 GPM WATER PIK HEAD 2' STOPS PROVIDE 17 GA WASTE k OVRF_W. k ACC. PNL L"t AMERICAN T-� 1 /2' M22MSJ1M a 72n.m ne W/irYgN! xsse-.ro. R ITANDARD SYMMONS CR wTIH "2a-v STOPS PMt " . PRO K 17 G. WASTE A (1 r W ..'{ 1, ti..t ,UNDRY ELKAY +� /` ANGLE fSS-8236 LAUNDRY SINK WITH pX ' SINK -.;.r LK-66C 17 GAuGE SUPPLIES CONTINUOUS WASTE 4 OLK-24-RT STF.,,NIRS C.P.B. W STOPS DRINKINGH SUNRJC - _ 17 CAU(5AIN CS-8 WALL MOUNTED ELECTRIC DRINKING FOUNTAIN W/SPOUT MTD. AT HANDICAP HEIGHT'C.f'-U. NOTE: INSULATE TRAP AND HOT WATER SUPPLY ON ALL HANDICAPPED LAVATORIES IL-IHI W/ARMAFLEX. SLIP JOINT FITTING ON TUB WASTE AND OVERFLOW SHALL BE BRAZED SOLID AFTER FITTING ONTO TUB. PROVIDE ALL FAUCETS AND SHOWERHEADS WITH 3 GPM MAX. FLOW CONTROLS. CONTRACTOR SHALL USE REGULAR WATER CLOSETS IN LIEU OF 18' HIGH WATER CLOSETS FOR HANDICAPPED IF ALLOWED BY LOCAL CODE. ALL TUBS FOR GROUND FLOOR SHALL BE AM. STAN. E2265.379 OR 2267,375. I. Tz r 4 h � t�f 'f t 18W HIGH AIR CHAMBER T--1 J� —1 T-1 W-1 — 1" 1 1/4" 1/2" 3/4" 1 1 /4" 1/2- T ' — T-1 /2' 4 3 /4" — W-1 d 1" .COLD WATER W1 1/2" 3/4" SUPPORTS .19 b 2" SLOPE 1" x 1" x 1/e" ANGLES ANCHORED TO 77 EACH SIDE OF TROUGH ON EACH 4" FD-3 SIDE OF REMOVABLE LINT TRAP FABRICATED OF 1" x 1/8" FLAT 6 ALUM. FRAME (12 x 12") W/.032 WIRE SCREEN, 10 MESH. WASHER TH---- �� --- ',ETAIL --------E - NOT TO SCALE NOTE: SEE ARCHITECTURAL AND STRUCTURAL PLANS FOR EXACT DIMENSIONS OF TRENCH. DRAIN, CLEANOUT AND HYDRANT SCHEDULE MAAM SYMBOL FIXTURE MANUF. DESCWT1ONI WALL MODEL 65 SERIES NON —FREEZE ANT —SIPHON NFWH HIDI,ANT W .9 ORD WALL ItWITH BRONZE CASING k INTEGERAL BACKFLOW PREVENTER FLOOR fW-6030 CAST IRON WTH gJTPRO FCO CLEhhOUT WADE SECURED SCORIA D COVER DE CLEANOUT LOCATOR IN CARPETED AREAS 'rtaLL /W-8450-R FOR DRY OR BLOCK WALL WCO C'-E.AVOUi WADE CONSTRUCTION OR /W-8450--M-C FOR PLASTER OR TILE Ml CONSTRUCTION G'O CF ADE WADE aW-6030-Z CAST IRON C.O. WTH LOOSE SET L:I_EA"1'tJ TRACTOR TOP SET IN 12'xl2'x5' CONCRETE PAD Ft?_;R /W-1100 CAST IRON FLLOR DRAIN WITH FD-1 Dk A:N WADE SATIN NICKEL BRONZE STRAINER AND 427 SEDIMENT BUCKET :r, a1 { N TYPICAL GUESTROOMPLUMBING RISERS `:, NO 8CALE �til01,11, 1w.., .­4 o-"` ' xexirx+x,vr nir:...,rna¢sv ,%r.•,k_ w`�xaw a+as=.NYmiIW✓�.m ""."'"' eWs "`"-"''`-"wi,ewrG:tllkr''�ah. ,r WATER 4" WASTE UP W/COY I T_ ----._-"• 2" ESCUTCHEON PLATE W-1 WATER a 7=1 i r7 �I O 4" WASTE DN & 4" VTR 7 1 I iii ,A COPPER PLATED PIPE CLAMPS ANCHORED TO 2x4 BLOCKING DN D E S I G N 3193 PARK AVENUE MEMPHIS, TN 38111 901/452-4505 GENERAL NOTES: {4 r' "ECT NAME: xm0on Inn t I Crossroads Perk Of Camww St Lude County, Florida SHEET TITLE: PUr&v Detals aw i PROJECT NO. LATEST REVISION: Q 92015 . ,WN BY: CHECKED BY: SHEET NUMBER: JW WHB ~ YAT s,,, DATE 4-5-93 11 2 Iq ft El 1/87 = v-0" First Floor Elect rical Plan am, 3 I Cw10pY --JAL OL D E S 3193 PARK AVENUE MEMPHIS, TH 38111 901/452-4505 GENERAL NOTES: Teal' pim Inn ;rowoads Park Of Commerce St. Lucie County, Florida 4, SHEET TITLE: First Rm Ek*W ft PROJECT NO. LATEST REV` 92015 DRAWN BY: CHECKED BY. SHEET NUMBER: Sw DATE: A-5-93 +� iY k, If a n N y f t G' k I. 7'- i k mm L GU'ESTROOK L GU'ESTROOK 77 1 COND. UNIT NO. I MTD ON ROOF Y f{ 1 A�111 ti{J 10, . , t; ? RA,=14 =Lmajl 4 K v-LA % dry } 0 Fm L B- t l r 'l"'lR40 t/rz LB-30 � I TR n r a y��ry S p .. � • � arKd 31 JStlo 15 D E S I G N 3193 PARK AVENUE MEMPHIS, TH 38111 901/452-4505 GF , °.AL NOTES: PROJECT NAME: 4i Hai s=a SHEET TITLE: Second Floor EiectriW Plan r PROJECT NO. LATEST REVISION: 9N15 DRAWN BY: CHECKED BY: SHEET NUMBER: JSJ sw DATE: 4-5-93 ;r 3/4' 3/4' PANEL PANEL_ GKT, CKT. CIRCUIT NAME VOLTAGE NO. 3KR. DESCRTIPTION 120/208V, 1 20/1 CANOPY LIGHTS 3-PH,4-W 2-3 20/1 WALKWAY LIGHTS I OOA. BUS 4-8 2011 HAMPTON INN SIGN M.L.O. 9-10 20/1 PARKING AREA LIGHTS II 20/1 SPARE 12-18 20/1 SPARE = 120/20BV, 40 20/1 GUESTROOM CIRCUITS 3-PH,4-W 41 20/1 SPARE 225A. BUS `2 20/1 SPARE M.L.O. 2-SECTION "LA" SECTION 1-11 20/1 GUESTROOM CIRCUITS 12 20/1 LIGHTING CIRCUITS 13 20/1 GUESTROOM CIRCUIT 14 20/1 SPARE 15 20/1 GUESTROOM CIRCUIT 16-22 20/1 RECEPTACLE CIRCUITS 23-26 20/1 LIGHTING CIRCUITS 27 20/1 RECEPTACLE CIRCUIT 28 20/1 EXHAUST FANS 29 20/1 EXHAUST FANS 30 20/1 RECEPTACLE 31 20/1 SPARE 32 20/1 SPARE 33-42 20/1 SPARE "LB" SECTION !-OY" 120/208V, 1-3 20/3 DRYERS 3-PH,4-W 4-6 20/3 WASHERS 225A. BUS 7 20/1 LIGHTING CIRCUIT M.L.O. 8 20/1 RECEPTACLES 9-10 20/1 VENDING CKTS. II 20/1 SPARE 12 20/1 LIGHTING CIRCUITS 13 20/1 RECEPTACLE CIRCUIT 14 20/1 EXHAUST FANS 15 30/2 COND. UNIT NO.1 16 60/2 FAN COIL UNIT NO.1 17 20/1 SPARE 18 20/1 SPARE �., 208V, 40 20/2 GUESTROOM T.W.U. 3-PH,3-W 400A. BUS M.L.O. 2-SECTION 208V, 4 20/2 GUESTROOM T.W.U. 3-PH,3-W 15 20/2 SPARE 225A. BUS 16 20/2 SPARE M.L.O. 17 20/2 SPARE 18 20/2 SPARE 120/208V, 1 100/3 PANEL "OL" 3-PH,4-W 2 I50/3 PANEL "LA/LB" BOOA. BUS 3 400/3 PANEL "HA" M.L.O. 4 150/3 PANEL "HB' 5 200/3 PANEL "LDY' 6 200/3 SPARE 200/3 SPACE 150/3 PNL 'LA,LB" 400/3 PNL 'HA" 200/3 PNL "LDY" 60/3 PNL "OL' 150/3 PNL "HB" rMw 4#1/0 THHN 3#3/0 THHN COPPER IN COPPER IN EACH 2"C: I OF 2-2"C. .Y I E L E TRI C AL SY C S IVI B O L LEGEND , SYMBOL D E S C R I P T I O N S S.P.S.T. SWITCH -- MTD. UP 54" UNLESS NOTED OTHERWISE -- 48" IN H/C ROOMS THREE-WAY SWITCH IAMA D ER SWIT CH DUPLEX RECEPTACLE DOUBLE DUPLEX LEX RECEPTACLE CLE � ISOLATED GROUND RECEPTACLE GFI RECEPTACLE SINGLE RECEPTACLEp� SPECIAL PURPOSE RECEPTACLE LIGHTING FIXTURE C H E L U SWITCH AND DUPLEX RECEPTACLE GANGED UNDER ONE PLATE SWITCH AND GFI RECEPTACLE GANGED UNDER ONE PLATE � p FLOOR OUTLET MARK MANUFACTURER CATALOGUE NO. LAMPS MOUNTING O JUNCTION BOX ® POWER OUTLET A PROGRESS P7114 I-PL13 WALL pl NON -FUSED DISCONNECT B PROGRESS P7376-30 2-PL13 SURFACE 17J1 FUSED DISCONNECT C PROGRESS P41/P6714-21 1-150W HPS RECESS w WEATHERPROOF D PROGRESS PIITG/P6715-21 1-75W, R30 RECESS ® EXIT LIGHT -- CONNECT TO NEAREST UNSWITCHED LIGHTING CKT. E PROGRESS PIITG/P8627 1-75W, R30 RECESS WALL MOUNTED FIXTURE F PROGRESS P7376-31 2-PL13 SURFACE o FLUORESCENT STRIP FIXTURE G LITHONIA C240 2-F40CW SURFACE FLUORESCENT FIXTURE H LITHONIA 2GS440Q12 4-F40CW RECESS EMERGENCY BATTERY BACK-UP FIXT. -. CONNECT TO NEAREST UNSWITCHED LIGHT CKT. K PROGRESS P6916TG I-60W, A19 RECESS p INCANDESCENT FIXTURE -- SURFACE OR RECESSED, SEE FIXTURINAS.CNEDULE L LITHONIA LB240Al2 2-F4OCW SURFACE HOME -RUN TO PANEL M PROGRESS P5774-30 1-75W, R30 SURFACE WIRING CONCEALED IN WALL OR FLOOR N SEAGULL 7926-68 2-PL13 SURFACE ® DISTRIBUTION PANEL P LITHONIA C230 2-F4OCW SURFACE LIGHTING AND APPLIAN E BRANCH CIRCUIT PANEL R P 8 S 44 I-IOOW, A-19 SURFACE 120V. SMOKE DETECTOR S RUUD PR1540-M 1-40OW HIPS 30' BRONZE TELEVISION SYSTEM OUTLET -- MTD. UP 12" UNLESS NOTED OTHERWISE D TELEPHONE SYSTEM OUTLET -- MTD UP 12' ONLESS NOTED OTHERWISE 10, MOTOR © FIRE ALARM BREAKGLASS STATION FIRE ALARM COMBINATION HORN AND FLASHING LIGHT �S FIRE ALARM SYSTEM SMOKE DETECTOR X LITHONIA XS-EL SERIES FURNISHED SURFACE FIRE ALARM SYSTEM DUCT SMOKE DETECTOR FIRE ALARM SYSTEM HEAT DETECTOR LITHONIA ELU-2H FURNISHED WALL IRE ALARM SYSTEM MAGNETIC DOOR HOLDER ® ---- -- — FIRE ALARM SYSTEM PANEL :�> PHOTO 4#2/0 THHN COPPER IN 2"C. 60/3 LTG CONTACTOR 4#6 THHN COPPER IN 1 1 /4"C. r A 3#1/0 THHN COPPER IN 2"C. DIRECTIONS D E S I G N 3193 PARK AVENUE MEMPHIS, TN 38111 901/452-4505 GENERAL NOTES: -ROJECT WE: Hampton Inn Crossroads Park Of Commerce St. Lucie County, Florida SHEET TITLE: Electrical Schedules and Diagrams PROJECT NO. LATEST REVISION: 92015� DRAWN BY: CHECKED BY: SHEET NUMBER: — tisi smi DATE: !n 4-5-93 I hr is III vt OAK CTYP.) VIBURNUM 10K *LOW PRSVENTER ES IRRIGATION PLAN)_ _ V WIDE EA"MENT -- 2"ac2"x8' TRSATSD PINS 6TAk s 010 GA GALV. GUY WI REMOVE TOP 1/3 2-1/2" COMPACTED BACK*I C 1c n °4e �°co.t % ter.: �►i �- I/3 PEAT l/3 COW MANURE 40 OYER P1.O4NTING 1/3 1/3 LANNING • ARCHITECTURE 1/AN DESIGN • E EERING 300 9AY11IID01S' ;SUITE 19 A C 9 3 0 N YI LL B, F L 6 �A 32259 904)730-9360 FA '5.0-7165 HAMPTON INN HOTEL developed by BETA CONSTRUCTION CO. SHEET TIT ML ��NasC.4 r AN nrm OL, SPEC Er - I CO4t f ONS DRAWN BYZ CHECKED BY: JGP REL E PERMIT ISSUE 3/m1PJF93 AS S*f06UN 0 STRATEGIC • LAND PLANNING a ARCHITECT, URBAN DESIGN a ENGINEERING 8350 B1YYE1D0►3 ROAD 3UITE 4'ea IACE30NVILLE, F L 0 R I D 1 32256 ( 9 0 4 ) 730-9380 FA% 730-7185 HAMPTON INN HOTEL developed by CONSTRUCTION CO. t DRAWN BY: CHECKED' B RUJ G � C — RELEASED FOR DAT ,.� PERMIT ISSUE 031101"B "''g' JE BER T, SHEE NUMBER ORTH OP 3