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Home My WebLink AboutIsland Dunes (Bldg. 4 Phase 2) 46275BUILDING PLAN CHECK ST. LUCIE COUNTY- FORT PIERCE FIRE PREVENTION BUREAU FORT PIERCE, FLORIDA • I TELEPHONE 465-6655 County ` PLAN NUMBER ___ #1651 °-� DATE RECEIVED 4-25-88 CONTRACTOR: Frank J. Rooney Inc. PHONE NUMBER: 565-2771 ARCHITECT: Stebbins & Scott -----PHONE NUMBER: 464-3122 OWNER: ISLAND DUNES BUILDING #4 LOCATION: 8800 South AlA Hollingworth Partnership TYPE OF OCCUPANCY: Residential _ _ TYPE OF CONSTRUCTION:._.-_ I sprinkled SIZE OF BUILDING: 203,561 sq. ft. NUMBER OF FLOORS: ...... 14 REQUIREMENTS: ---------- 1. All elevators shall comply with all requirements of the State Fire Marshal's Rules and Regulations,, Chapter 4A-47. 2. Location of standpipes shall be in noncombustible fire -rated stair enclosures. NFPA 14 3-3.1 , 3. Additional standpipe needed. NFPA 14 3-2.1 All portions of each story of the building shall be within 30' of a nozzle'attachedto but not more than 100' of hose. 4. 1000 gpm with 65 1b residual pressure shall be required from roof. top manifold. 5. 'Entire building shall comply with Chapter 506'(provision for High Rise Group R) of the Standard Building Code -or required by the St. Lucie County Fire Prevention Code. CONTRA CTORS OR S RESPONSIBILITY S ONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS REVIEWED BY: �` _DATE A _ SIGNATURE {�3 ivirrt th your su"' ttal ~— � vrill be; made for compll5nce ST. LUCIE COUNTY PERMIT APPLICATION %viNiST�J,UBif COUNTY oriaaance No. EC 8l•03 v 33 ° SEWAGE PERMIT NO. PERMIT NO. / ( CODE # ) ✓ ✓ se Ph�ZSe APPLICATION FOR PERMIT TO CONSTRUCT j� goo S AIA %�a 0 �Io 314957 - JOB LOCATION/ADDRESS: LEGAL DESCRIPTION ROAD IMPACT: DISTRICT 5 $'a� ZONE /a. FEE S/D Ir MAP #$� FLOOD ZONES ELEV A� LOT f . 0001 ✓ BLOCK UNIT — SEC 3 S ° ✓TWP 3 L �^ /RGE — PROPERTY TAX ID $k COOS ONE 9t9b GWP LOT SIZE/DIMENSIONS (l�iL Y'1 XdBG'irt y sS.e9 x IyR K lA(71 X Sn 3 EST COST e2GG, f SIDE 8�% SETBACKS: FRONT X j- REAR (.t0 1. FIDE O 3 :5 G Imo— ACCESSORY � 7 1(,3 1461c .�s SO FT BUILDING LIVING AREA a � I LI1 U.a Y Sc a�A" PHONE 3oS • �P6 `i- 3 I lZ ARCHITECT: NAME R j ADDRESS � � � ` lJ tl. CITY ^ ST_ ZIP 3 3 Y J o �^ ^o S 6 a 3 COUNTY CERT # F486,1 CONTRACTOR: STATE �,/CRT $k r'a. J. e.. C`CITY. y � ..�. K� ADDRESS � cea% NAM ZIP33jOln PHONE --I—e°r.St.S-»T( d STATE OWNER OF NAME of� d,, PROPERTY A ADDRESS PHONE 3c) •7a 9'pgo3 � % `� 5' m� "1_n STATE ZIP ��. ( q._r 9 7 CITY �-- STATE OF FLORIDA, COUNTY OF ST. LUCIE / Before me, the undersigned authority, personally appeared being duly sworn, deposes and says that the information contained i Sworn to r, 1 /I, Ilk,('�•�� before me this day of N- ovary P bl�C; Sf � cfi:-srld'a ,At Large l' t qRt oUdLIC STATE OF MR MA My CommissilW eiolr !c—DEC. 211989 ��,.. ,;F�ltk6 lCfu• GENERAL INS. OND. SCHOOL IMPACT FEES Required []Yes ❑ No Amt. Pd Date Pd L-.&, + , who upon is true and correct. icant �_, 19 Posted ` I Project Name: ISLAND DUNES BIDG 04 Architect: STEBBINS A SCOTT Ph: 3n a=4_� 305-565-2771 Contractor: FRANK J. ROONEY, INC. Ph, XX)= ANZ Owner: HOLLINCSWORTH PARTNERSHIP ph: 305-229-0803 Address: 8800 SOUTH AIA Occupancy Classification: RESIDENTIAL Type of Construction: Height and Area: , Occupancy Requirements per Chapter IV: _/�cI Ie p%i�la! Co struction a iremenla: p,sty ��` T& f A. Fire Protection: B. Egress Requirements: g e _ Other Requirements: Elevators Sprinklers A Standpipes Combustible Materials - Interior / Roof Coverings Light - Ventilation - Sanitation Handicap Requirements Plans sent to fire Dept. - Date: - Approved: Plot Plan Check Hater I d /YG� �%� . Sever Energy Code Paving A Drainage approval by Engineering Dept. lv Special Conditions prior to issuance Threshold Affidavit/Before Issuance Affidavit ES Rol X/ 6 :::,( , m CHECK LIST PR/ 88-0932 Project Name: ISLAND DUNES BT.nG 04 Architect: STEBBINS & SCOTT Ph: 30S-4s4-319? 305-565-2771 Contractor: FRANK J. ROONEY, INC. Ph: R Owner: HOLLINGSWORTH PARTNFRSHrP ph: 305-229-0803 Address: 8800 SOUTH AIA Occupancy Classification: RESIDENTIAL Type of Construction: 1 `Ti_ r / L y Height and Area: /y� �0'. V bJ1�7`I 'Yet/ Occupancy Requirements per Chapter IV: / e s 10// 917 6l$ / Construction a firemen s: o ur►�� dIv o� A. Fire Protection: B. Egress Requirements: Other Requirements: Elevators Sprinklers & Standpipes --� Combustible Materials - Interior Roof Coverings Light - Ventilation - Sanitation Handicap Requirements Plans sent to Fire Dept. - Date: -e P ae Approved: Plot Plan Check Water l Ef/jyN% i v G G! Sever Energy Code Paving & Drainage approval by Engineering Dept. Special Conditions prior to issuance Threshold Affidavit/Before Issuance Affidavit INTER -OFFICE MEMORANDUM TO: Zoning Administrator FROM: Environmental Principal Planner a-T-0� DATE: April 15, 1988 SUBJECT: Review of Building Plan Pursuant to the Hutchinson Island Coastal Area Protection Ordinance (HICAPO) Island Dunes Condominium, Building #4 South Hutchinson Island, St. Lucie County ST. LUCIE COUNTY PERMIT APPLICATION: Application No.: PR-88-0932 Application For: Condominium, Building Development: Island Dunes Contractor: Roy M. Whitehead Owner: The Hollingsworth Partnership REVIEW: %u �tf s ti aM G2cc%�'�quaP.� ("•NKr4 Tp,k ad N.eGI ao: �kcCa'� . A discussion with the contractor on April 14, 1988 indicates that a detailed landscape plan is being developed. Upon submittal it must be reviewed by the Planning Division for compliance with the HICAPO. CONCLUSION• At this time, the development is approved for compliance with the HICAPO subject to the conditions set out below. By copy of this memorandum, I am informing the applicant of these conditions. 1. In the event that it is determined that any representative of a federal or state protected species is resident on or otherwise is significantly dependent upon the subject parcel of land for which development is underway, the person undertaking development shall be required to cease all development work which might adversely affect that individual species or population and immediately notify the Florida Game and Fresh Water Fish Commission, U.S. Fish and Wildlife Service, and the County. Appropriate protection to the satisfaction of all parties shall be provided by the person undertaking development prior to resuming development. 2. Landward of the frontal dune at least fifty (50) percent of all landscaped areas, required pursuant to Section 3.2.600 of the St. Lucie County Zoning Ordinance, shall be composed of native or drought tolerant vegetation adapted to soil and climatic conditions occurring onsite. If drought tolerant April 15, 1988 PR-88-0932 (HICAPO: Page 2 Island Dunes Condominium) vegetation is used, at least fifty (50) percent of all trees and thirty (30) percent of other landscaping material shall be composed of native vegetation. It is recommended that compliance with these requirements be achieved through preservation of existing native vegetation. 3. For areas that are landward of the frontal dune, it must be demonstrated that non-native vegetation including that which is drought tolerant: a. Will have stabilizing qualities approximating that of native vegetation; b. Will have a high rate of success; C. Will not displace adjacent native vegetation; and d. Will not adversely impact any existing protected species. 4. All exotic vegetation, such as, Brazilian pepper, Australian pine, and melaleuca, shall be removed and, where appropriate, replaced with native species adapted to existing soil and climatic conditions. Removal shall be in such a manner that avoids seed dispersal by any such species. There shall be no planting of exotic vegetation. 5. The Urban Forester, Mr. Steve Fousek, may be contacted at 305/464-3133 for advise on compliance with Conditions 2 - 4. Please attach this memo to the permit file upon issuance. If you have any questions or comments regarding any of the above, please see me. CJB/cjb Attachment cc: Planning & Zoning Director Planning Administrator Building Code Administrator Roy M. Whitehead File: H.I.C.A.P.O. File: Island Dunes Site Plan I a - rl TO: FROM: DATE: SUBJECT INTER -OFFICE MEMORANDUM Zoning Administrator Environmental Principal Planner US April 14, 1988 Review of Building Plan Pursuant to the !Protection Ordinance (STPO) Sea Turtle Island Dunes Condominium, Building #4 South Hutchinson Island, St. Lucie County ST. LUCIE COUNTY PERMIT APPLICATION: Application No.: PR-88-0932 Application For: Condominium, Building #4 Development: Island Dunes Contractor: Roy M. Whitehead Owner: The Hollingsworth Partnership Attached is a copy of the approved Sea Turtle Protection Plan (STPP) for the Island Dunes Condominium, Building #4, required ;pursuant to the regulations set out in the Sea Turtle Protection Ordinance (EC-87-02). However, a Certificate of Occupancy must not be issued until construction is certified by the applicant and approved by the Planning Division according to the guidelines set out in Part 5 of the STPP application. The applicant should have a copy of these guidelines and should contact me if there are any questions. Additionally, by copy of this memorandum, I am informing the applicant that the County has sea turtle information signs available at no cost, which may be posted at the dune walks. If desired, the applicant should contact me. However, the owner would be responsible for installation. Also, removal of the sign by anyone other than those authorized by the Planning Division would be prohibited and maintenance of the sign would be encouraged. Please attach this memo to the permit file upon issuance. If you have any questions or comments regarding any of the above, please se� me. CJB/cjb Attachmen cc: Planning & Zoning Director Planning Administrator Building Code Administrator Roy Whitehead File Sea Turtle Protection Plans File Island Dunes Site Plan ISLAND DUNES COMPANY 8735 SOUTH OCEAN DRIVE JEN5EN BEACH, FLOWDA 34957 305-229-1110 g f r`, ?" r TO &'U=�G— DATE COPY TO �7-6 RE D la _aL ��-w i L GENTLEMEN: WE ARE ENC l THESE ARE TRANSMITTED: 0 As Requested 0 For Approval COMMENTS: APPRCVED R view and Comment 0 For Your Use BY 0 For Corrections 0 Approved As NotedaRTE PART 1 - GENERAL INFORMATION APPLICANT IME: Island Dunes Company APPLICANT ADDRESS: 8735 South Ocean Drive _ Jensen Beach Florida 34957 APPLICANT TELEPHONE NUMBER: _305-229-1110 LEGAL DESCRIPTION OF SUBJECT PARCEL: (Include s reet address if available.) �,R ki td 7 00 South Ocean Drive nsen Beach Florida. G DATE Q _� ee attached le�a� d s iption PROPERTY TAX ID NUMBER(S): 35341110003.000/1 PLEASE HAVE THE FOLLOWING ACKNOWLEDG14ENTS NOTARIZED ON PAGE 2: I CERTIFY THAT: (Please check Box A. or B.) A. [ ] I am the record owner of the above described property. B. { X] I am not the record owner of the above described , propertyand I have authority to act as agent for the record owner. ICERTIFY THAT- LL INFO ION SUBMITTED WITH THIS APPLICATION IS TRUE AND C M E E', B MJI KNOWLEDGE. ((�� Signatu e Date C� n APR 1 4 W TP,P Application 6/3/87 Page 1 of 7 COkAktiY,DEVEtOPNENi STATE OF FLORIDA" COUNTY OF ST. LUCIE Before me personally appeared Roy M. Whitehead to me well known and known to me to be the person described in and wno executed tnis instrument, and acknowledged to and before me that he executed said instrument for the purposes herein expressed. WITNESS my nano and official seal, this day of A.D., ^19 Sg Notary Public - State of Florida ROTARY PUBLIC, STATE OF FLORIDA '�.. MY COMMISSION EXPIRES APRIL 1. 199T, My`commission expires IF BOX D. ON PAGE 1 IS CHECKED, PLEASE INDICATE THE PROPERTY OWNER'S NAME,, MAILING ADDRESS AND TELEPHONE NUMBER: Ovener Name: The Hollingsworth Partnership Owner Aoc;ress: 8735 South Ocean Drive Jensen Beach Florida 34957 v— Owner Telepnone Number: 05-222-1110 PLEASE INDICATE THE STATUS OF THE FOLLOWING PERMITS FOR THIS PROPOSED PROJECT: Dates Permit No. Army Corps Engineersy/A Dept. Environmental Regulation Dept. Natural Resources Soutn Florida Water Management District Ot"r (Specify) *Pending Issued Denied 2/12/88 2168 * Date Application Made **A dune crossing permit will be required but has not as yet been applied for Mding receipt of design documents. STPP Application 6/3/87 Page 2 of 7 PART 2 - CONSTRUCTION INFORMATION CHECK ALL APPROPRIATE CONSTRUCTION ACTIVITIES AND INTENDED USES. DESCRIBE BRIEFLY. USE ADDITIONAL SHEETS IF NECESSARY. Private Single Dwelling [ ] Private Multi -Dwelling [x ] Public [ ] Commercial [ ] Beach/Dune Project [ ] Beach Access Point [x ] Mechanical Beach Other Construction Cleaning [ ] Seawaro Of Dune [ ] (Description) 14 story condominium building with 1, 2 and 3 bedroom apartments, one swimming pool, and dune crossover structure. NAME OF CONTRACTOR: Frank J. Rooney, Inc. SCHEDULE OF PROPOSED CONSTRUCTION PERIODS. SEE ATTACHED GUIDE- LINE #3. Phase # From To 2 5/1/88 8/1/89 LINEAR FEET OF SHORELINE SEAWARD OF THE PRIMARY DUNE UPON WHICH CONSTRUCTION IS PROPOSED: (If applicable) Approximately 12' north/south) and approximately 8' seaward of the dune C/L. STPP Application 6!3/87 Page 3 of 7 DESCRIBE PROTECTIVE/MIi1GATIVE MEASURES TO MINIMIZE CONSTRUCTION IMPACTS ON SEA TURTLES: (Refer to attached Guidelines for assistance. Use additional sheets if necessary. A copy of Environmental Control Ordinance EC-86-02 is available for purchase in the Building Division.) The only construction anticipated seaward of the primary dune line is a dune crossover structure which will be constructed between Nov. 15, 1988 and May 1, 1989. Low intensity security lights are planned which will be rendered inoper- able from May 1 to Oct. 31 each year. No construction activity is planned to take place during the hours of darkness while the project is being built, nor are there any plans for the use of high intensity security lights. VEHICLES, EQUIPMENT, AND MATERIALS: 35 passenger cars/ A. Number of vehicles anticipated curing construction 3-5 construction vehicles at a time B. Type of vehicles 35 passenger cars/ 3-5 construction vehicles as follows: redimix trucks, delivery trucks, semi trailers, cranes, earthmoving C. . Type of equipment and materials to be used seaward of the primary dune (if applicable) The dunes crossover structure is planned to be constructed of pressure treated wood piling and dimensional lumber. Piling will he "jetted" or dug into place manually with no equipment to be utilized seaward of the - primary dune. D. Location of beach access points to be used in moving equip- ment and materials to and from the construction site. Mnvement of personnel materials and necessary tnals will crass the Anna at the same point as the structure and will be contained in an area ap- proximately 12 feet wide (north/south) and approximately 12 feet eastward of the dune C/L. STPP,Application 6/3/87 Page 4 of 7 i CONSTRUCTION AND SECURITY LIGHTING SITE MAP CHECKLIST: [The maps and information required in A. and B.1 below must be submitted. Use the site plan map to depict the additional infor- mation in B., if applicable. Please check submitted items. Mark "N/A" in the space provided for 8.2, B.3, and 8.4 if not applicable.] Applicant Official Use Use A. St. Lucie County Property Appraiser Map (with subject parcel highlighted) [N/A] [ ] B. Site plan map drawn to scale with a north arrow including: 1. Proposed site activities [ X 2. Temporary nighttime security lights (Location/number/positioning/type) [ X ]* L V/] 3. Nighttime construction lights (Location/number/positioning/type) LN/A ]** [ A 4. Extent of areas illuminated seaward of the primary dune [N/A] *Any security lights operable from May 1 to Oct. 31 will be shielded on the oceanside as required. **No nighttime construction is planned that would require lights. NOTE: Legal description and survey attached. STPP Application 6/3/87 Page 5 of 7 DESCRIBE PROTECTIVE/M111GATIYE MEASURES TO MINIMIZE LIGHTING IMPACTS ON SEA TURTLES, INCLUDING MEASURES TO PREVENT DIRECT ILLUMINATION OF AREAS SEAWARD OF THE PRIMARY DUNE. (Refer to attached Guidelines for assistance.) All project construction and permanent building lighting is designed to conform with the requirements of the St. Lucie County Sea Turtle Protection Plan. Site li hts are to be 15' in height, with the fixture designed so that the lobe is enclose in a metal surround that will direct the illumination downward and all should be below the beach/dune site line. There are no balcony fixtures on the seaward side of the building, and the only security lights are low intensity on the first floor that are below the site line. All windows and doors on the sea- ward side of the building shall have tinted glass. PROJECT LIGHTING SITE MAP CHECKLIST: I site plan :r,ap must oe suomitteo for any applicao.le informa- tion required in A. oelcw. The site plan map from Part. 2 may oe useo if both construction and .ligr,t information is clearly depicted. Please cneck sul)mitt--o items. Mark "N/A`l 5n the space provideo for A.1, A,.2, ano A.3 if not applicaole.] A. Site plan map drawn to scale with a north arrow for all areas within line of sight of the beach including: **1. High intensity spotlights, flood- lights, and otner fixtures (Location/number/positioning/type) ++2., _ Other light sources (Location/number/positioning/type) 3. Extent of areas illuminated seaward of the primary dune ** Incandescent, sodium, etc. Applicant Official Use Use C x T C✓ J See building plans C N/A] C \/] C N/A] C _y- ] fluorescent, mercury vapor, high pressure For wallmounts�, balconies, walkways, roadways, parking lots,; decks, signs,I recreational facilities, dune crossovers, boardwalks, I 9> etc. ndscapin vV STPP Application 6/3/87 Page 6 of 7 Nl �brB'I` IS,Suatti-r. PART 4 — INFORMATIONAL CHECKLIST CHECK THOSE ITEMS BELOW WHICH ARE PROPOSED FOR THE PROJECT. EACH ITEM CHECKED MUST BE INCLUDED ON THE APPROPRIATE SITE MAP. Applicant Official Use Use 1. Buildings [ X J [ ✓ ) 2. Recreational Facilities [ X) [+/] 3. Parking Lots/Roadways [ X) [ ✓] (paved and unpaved) 4. Pedestrian Traffic Ways a. Internal Walkways b. Beach Walkways/Decks C. Beach Access Points d. Dune Crossovers e. Piers f. Other Structures S. Ground Level Barriers a. Improving Dune Height b. Planting Natural Vegetation C. Hedges d. Privacy Fences 6. Dune Vegetation Sprinkler System 7. High Intensity Lighting (incandescent, fluorescent, mercury vapor, high pressure sodium, etc.) a. Spotlignts b. Floodlights C. Safety/Security 8. Low Intensity Lighting a. Wallmount Fixtures b. Landscape Lighting C. Balcony Lighting d. Parking Lot Lighting 9. Tinted Glass 10. Window Tint/Film 11. Otner: (list) [ X] [ C J C ] C XJ I� [ X] [ ] [ l C ] C 7 [ J [ 7 [ 7 C J [ ] [ J C J [ ) r ] STPP Application 6/3/87 Page 7 of 7 LEGAL AESUI PION • # t t " 1 .. •. . • ! •... t • '# ' •' rt • , .#�, MAMA #. • • # ;j legal Description for, 'do Power 6F 1-1 Fa�dY�1Ae6€° why#@ 4 m v $4 r� Pppy RpFj mrg mP]5tgv. maxa, s meacmi mw � m aa, a rw �-, PA�ax, :usnm, erxa aar � CCU" m mmsa, aPc a.mamwA • m=mxa m ea a�Pmv ra �rus em ms .era uw v me wE^.re �sn.me san a mm -.am .. . xao.re awy � ue+evra v � v uw PP m � ,aum s asa wm o-a.re ^� • w' aa'Q°- Xp T Y i Y DNI. IMnB-w.fN I . 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S$6 teAp '�P•N°•+ 1 i i 1 ST LUCIE COUNTY -ROAD IMPACT FEE CALCULATION FORM Name of Feepayer Address I Date 1f k Permit Road Benefit and Colley, cn Zone 0 ------ - --cam=�._ D V_©9 3. - �o- - - - -- - - - - - - - - - - P The impact fee calculated herein has been determined based onl^ the fee schedule adopted in St. Lucie County Ordinance 85-10, ` effective February 1, 1986. - - - - - - - - - - - - - - - - - - - - - - - - - - - - IMPACT FEE CALCULATIONS LAND USE FEE PER TYPE UNIT , y ti 4� 0 UNITS .... ....... 0 SQ FT (1000)........... 0 PARKING SPACES ........ 0 STUDENTS ............. / ,fro (X) TOTAL IMPACT FEE ST LUCIE COUNTY .ROAD IMPACT FEE CALCULATION FORM Name of Feepayer _ — — — — — — Address j'0'�__�/fl Date �"7_1 �— — ermit 4 � �_ D� c?✓ _ Road Benefit and Cpllecticn- -ne 0 _ — - - = - - - -I- - 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 TOTAL TYPE UNIT IMPACT FEE ...................„..... 0 UNITS .. ZIAV ......... 0 SQ FT (1000)........... 0 PARKING SPACES ........ 0 STUDENTS 1 � (x) . ..... a,/9d,9�D; .V.. STEBBINS & SCOTT ARCHITECTS 2101 SUNRISE BOULEVARD • FORT PIERCE, FLORIDA 34950 • (305) 464-3122 April 19, 1988 Terry L. Hess, AICP Planning [.63 Planning and Zoning Director � St. Lucie County ' 2300 Virginia Avenue Fort Pierce, FL 34982-5652 RE: Island Dunes Oceanside Dear tor. Hess, This letter is to authorize Frank J. Rooney, Inc, to use the plans currently being reviewed for permit on Island Dunes Oceanside Building 4. Sincerely, STEBBINS & SCOTT, ARCHITECTS, P.A. Richard G. Stebbins President RGS:sne cc: Roy Whitehead ruja-,t Ndlli A e Type of use as Je inea ny -'jnlng Orjinan--e. Qh -2—DIAIIA I Ra t i o Number Requireo�6 Number Proviaea Handicapped Required Handicapped Provi0ea--)- 0`fstreet Loading Area? Y:-- N: 4" 0.) Landscape: Approval JA lw --- - -(routet Signs: Not Indicated Note: Separate Permit Requt-�o a So, Maki �—Approvai gg Disapproval Base dulloing Line Compliance Y:�z N: Building Spacing Fort'lila Used Y:- e.) Driveway Compliance - Refs Ordinance 87-0 APP:0val, Disapproval Dpivew3y Permit Requires 1 �1• �• I 1 l.' ill. 1 n 1� �.) nJ^f0 I16uaC t r? Yt.'------ n.) 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Lgqd$2►0ra J86doors".SePsa.v440 it 0 P13-B.y 101A FLOR3'DA E4ERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Section 9 Compliance Program --Residential Point System Method Version 1.05 March, 1987 Department of Community Affairs Printout Submitted in lieu of Form 90OA-B6 -------------------- --------------------- PROJECT NAME: - 1 PERMITTING OFFICE: L tam _��- ----- 1 AND ADDRESS: -11 ��.7-r- /� - 1 CLIMATE ZONE: 4 BUILDER: �L J 1 PERMIT NO.: ----------------------- ------- ' ---- OWNER: 1 JURISDICTION NO.:" ------------------------------ 1 ---- COMPONENT WINDOWS Single Tint WALLS 1. Ext NormWtBlock Int 2. Adj NormWtBlock Int CEILINGS 1. Concrete -Exposed FLOORS DUCTS VALUE Total Area: 397.0 Area: 107.0 R-Value: 3.0 Area: 336.0 R-Value: 0.0 Area: 1650.0 R-Value: 19.0 BUILDING OFFICIAL CHECKLIST 3j In Cond. Space Length: ALL COOLING 1. Central A.C. SEER: 11.00 HEATING 1. Natural Gas AFUF: 0.80 --------------- HOT WATER Bedrooms: 3 --------------- 1. Electric EF: O.BB INFILTRATION Practice: 1 --------------- Conditioned Floor Area: 1650.0 --------------- AS BUILT POINTS / BASE POINTS 100 = EPI 30753.5 36788.6 83.6 GLASS TO FLOOR AREA RATIO = 0.2406 ** PRESCRIPTIVE MEAS*ES (lust be met or exceeded by all residences) *� ------------------------------------------------------------- COMPONENTS SECTION REQUIREMENTS ------------------------------------------------------------------- WINDOWS 904.1 - Maximum of 0.5 CFM per linear foot of operable sash crack. ------------------------------------------------------------------------------- EXTERIOR & 904.1 Maximum of 0.5 CFM per sq. ft. of door area. ADJACENT DOORS Includes sliding glass doors, solid core, wood panel, insulated, or glass doors only. ------------------------------------------------------------------------------ EXT. JOINTS & 904.1 To be caulked, gasketed, weatherstripped or CRACKS otherwise sealed. ------------------------------------------------------------------------------- WATER HEATERS 904.2 Must bear label indicating compliance w/ASHRAE standard 90 or comply with efficiency and standby loss requirements. Switch or clearly marked circuit breaker (electric), or cut-off (gas) must be provided. An external or built in heat trap must be provided. ------------------------------------------------------------------------------- SWIMMING POOLS 904.3 Spas and heated pools must have covers (except & SPAS solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 75% ---------------------- HOT WATER -- - 904.4 Insulation is required only for recirculating PIPES systems. In such cases, piping heat loss shall be limited to 17.5 ETU/H/Linear Ft. of pipe. ------------------------------------------------------------------------------- SHOWER HEADS 904.5 Water flow must be restricted to no more than 3 gallons per minute at 20 to 80 PSIG. ------------------------------------------------------------------------------- HVAC DUCT 903.2 Constructed in accordance with industry CONSTRUCTION 904.6 standards & local mechanical codes. Ducts in Unconditioned space must be insulated to minimum R-4.2 & joints must be sealed. ------------------------------------------------------------------------------- HVAC CONTROLS 904.7 Separate readily accessible manual or automatic ------------------------------------------------------------------------------ thermostat for each system. CEILING INSUL. 904.9 Minimum R-19. * INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST +* ------------------------------------------------------------------------------- COMPONENTS REQUIREMENTS PRACTICE #1 Comply with Infiltration Prescriptives in above In Accordance with Sec. 553.907 F.S., I Hereby certify that the plans and specifications covered by this calcu— lation are in compliance with the Florida Energy Code. OWNER DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance in accordance with Section 553.908 F.S. BUILDING OFFICIAL: -------------------- DATE: -------------------------------- SUMMER CALCULATIONS -_= BASE ___ __= AS -BUILT GLASS ----- --- --- ORIEN AREA x PSPM = ------------------------------------------------------------------------------- POINTS ;' TYPE SC ORIEN AREA r. SPM x SOF _ POINTS E 122.0 102.0 12444.0 : SGL TINT E 26.0 107.1 0.68 1903.7 ;'SGL TINT E 96.0 107.1 0.62 8399.5 - SE 216.0 104.1 22485.6 :ISGL TINT SE 72.0 110.3 0.42 3335.5 1'SGL TINT SE 96.0 110.3 0.77 8126.9 ;,SGL TINT SE 48.0 110.3 0.43 2302.0 S 26.0 90.9 2363.4 ;SGL TINT S 26.0 98.3 0.48 1233.7 - NW 33.0 71.7 2366.1 :ISGL TINT NW 33.0 76.6 0.36 910.0 ; �i -------------------------- ---------------------- -- .15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS ; POINTS .15 1650.0 397.-0 0.623 39659.1 24724.5 26211.2 AREA x BSPM = POINTS i TYPE R-VALUE AREA x SPM,=POINTS ------------------------------ ------------------------------------------------ WALLS ----------- Ext 107.01.00 107.0 ;'Ext NormWtBlock-Int 3.0 107.0 1.40 149.8 Adj 336.0 0.70' 235.2 :IAdj NormWtBlock Int 0.0 336.0 0.90 302.4 ,DOORS----------- ;I Ext 20.0 9.90 198.0 ;'Ext Wood 20.0 9.10 182.0 CEILINGS---------- UA 1650.0 0.60 990.0 ;iConcrete-Exposed 19.0 1650.0 1.53 2522.1 FLOORS---------- i INFILTRATION--------- 1650.0 10.90 17985.0 ;'Practice #1 1650.0 13.80 22770.0 - TOTAL SUMMER POINTS 44239.7 ;' 52137.6 TOTAL x SYSTEM = COOLING 1'TOTAL x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT - POINTS ------- ; COMPON MULT MOLT MULT POINTS 44239.7 0 43 ------- 19023.1 ------------------------------------------------- 1 52137.6 1.000 0.310 1.00® 16162.7 WINTER CALCULATIONS BASE __= 1 -_= AS -BUILT GLASS ------------ ORIEN AREA x BWPM = POINTS 1 TYPE SC ORIEN AREA x WPM x WOF = POINTS E 122.0 -5.6 SE 216.0 -13.4 S 26.0 -14.0 NW 33.0 3.5 -683.2 1 SGL 1 SGL -2894.4 1 SGL 1 SGL 1 SGL -364.0 1 SGL 115.5 1 SGL TINT E 26.0 -2.0 -0.76 39.5 TINT E 96.0 -2.0 0.01 -1.1 TINT SE 72.0 -9.7 0.05 -34.9 TINT SE 96.0 -9.7 0.74 -692.2 TINT SE 48.0 -9.7 0.09 -40.0 TINT S 26.0 -10.2 0.28 -74.4 TINT NW 33.0 7.3 1.67 402.3 .15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS 1 GLASS AREA AREA FACTOR POINTS POINTS 1 POINTS .15 1650.0 397.0 0.623-3826.1-2385.3 -400.6 AREA x BWPM = POINTS 1 TYPE R-VALUE AREA WPM = POINTS WALLS----------- 1 Ext 107.0 1.10 117.7 1 Ext NormWtBlock Int 3.0 107.0 3.80 406.6 Adi 336.0 1.80 604.8 1 AdJ NormWtBlock Int 0.0 336.0 3.10 1041.6 DOORS----------- 1 Ext 20.0 10.50 210.0 1 Ext Wood 20,0 9.50 190.0 CEILINGS---------- 1 UA 1650.0 0.60 990.0 1 Concrete -Exposed 19.0 1650.0 0.41 683.6 FLOORS---------- 1 INFILTRATION--------- 1 1650.0 4.10 6765.0 Practice #1 1650.0 6.20 10230.0 TOTAL WINTER POINTS 1 6302.2 1 12150.9 ----------------------------------------------- -- TOTAL x SYSTEM = HEATING 1 TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS 1 COMPON RATIO MULT MULT MULT POINTS 6302.2 1.14 7184.5 1 12150.9 1.000 1.000 1.000 0.330 4009.8 y14 Y WATER HEATING *�***iriririEir� ifirifair*��**iritir�*irir*��**�**�***��+iFir�ririr*�r�ir�*iriEirir*�+*��irir*irit*�**�**ir BASE ___ __= AS -BUILT NUM OF x MULT = TOTAL DESCRIPTION EF CAP x MULT x CREDIT = TOTAL BEDRMS RATIO -MULT - 3, 3527.0 10581.0 1 Electric 0.68'1.000 3527.0 1.00 10561.0 SUMMARY BASE ___ __= AS -BUILT ------------------------�___---------------------- ------------------------ COOLING HEATING HOT WATER 'TOTAL 1 COOLING" HEATING HOT WATER TOTAL POINTS + -POINTS + POINTS = POINTS : POINTS + POINTS + POINTS = POINTS - ----------------------------- 19023.1 7184.5 10581,.0 36788.6 161,62.7 4009.8 10581.0 30753.5 it EPI = 83.6 it ;y FLORIDA ENERGY EFFICIENCY CODE " FOR BUILDING CONSTRUCTION Section 9 Compliance Program --Residential Point System Method Version 1.05 March, 19B7 Department of Community Affairs - Printout Submitted in lieu of Form 900A-86 -------------------------------------------------------------------------------- PROJECT NAME: _1 0 --1 PERMITTING OFFICE: - ---- AND ADDRESS: « 1 CLIMATE ZONE: 4 5 6 ------------ T* BUILDER: , PERMIT NO.: ----------------------------- I -------------- OWNER: 1 JURISDICTION NO.: ------------------------------ I ------------ -------------------------------------------------------------------------------- BUILDING OFFICIAL COMPONENT VALUE CHECKLIST WINDOWS Single Tint Total Area: 255.0_______________ WALLS 1. Ext NormWtBlock. Int Area: 153.0 _______________ R-Value: 3.0--------------- 2. AdJ NormWtBlock Int Area: 58.0--------------- R-Value: 0.0--------------- CEILINGS' 1. Concrete -Exposed Area: 1200.0 R-Value: 19.0 FLOORS DUCTS In Cond. Space Length: ALL _______________ COOLING 1. Central A.C. SEER: 11.00 HEATING 1. Natural Gas AFUE: 0.80 HOT WATER Bedrooms: 2--------------- 1. Electric EF: 0.88 --------------- INFILTRATION Practice: 1Conditioned Floor Area: 1200.0 AS BUILT POINTS / BASE POINTS * 100 - EPIP 20055.3 25618.9 78.3 GLASS TO FLOOR AREA RATIO = 0.2125 2 . *� PRESCRIPTIVE MEASURES (Must be met or exceeded by all residences) +�* COMPONENTS SECTION REQUIREMENTS WINDOWS 904.1 Maximum of 0.5 CFM per linear foot of operable sash crack. EXTERIOR & 904.1 Maximum of 0.5 CFM per sq. ft. of door area. ADJACENT DOORS Includes sliding glass doors, solid core, wood panel, insulated, or glass doors only. --------------------------------------------------------------------------- EXT. JOINTS & 904.1 To be caulked, gasketed, weatherstripped or CRACKS otherwise sealed. WATER HEATERS 904.2 Must bear label indicating compliance w/ASHRAE standard 90 or comply with efficiency and standby loss requirements. Switch or clearly marked circuit breaker (electric), or cut-off (gas) must be provided. An external or built in heat trap must be provided. SWIMMING POOLS 904.3 Spas and heated pools must have covers (except & SPAS solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 75% HOT WATER 904.4 Insulation is required only for recirculating PIPES systems. In such cases, piping heat loss shall be limited to 17.5 BTU/H/Linear Ft. of pipe. SHOWER HEADS 904.5 Water flow must be restricted to no more than 3 gallons per minute at 20 to 80 PSIG. HVAC DUCT - 903.2 Constructed in accordance with industry CONSTRUCTION 904.6 standards & local mechanical codes. Ducts in Unconditioned space must be insulated to minimum R-4.2 & Joints must be sealed. HVAC CONTROLS 904.7 Separate readily accessible manual or automatic thermostat for each system. CEILING INSUL. 904.9 Minimum R-19. ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** COMPONENTS REQUIREMENTS PRACTICE #1 Comply with Infiltration Prescriptives in above ------------------------------------------------------------------------------- In Accordance with Sec. 553.907 F.S., 1Review of the plans and specifications I Hereby certify that the plans and 1 covered by this calculation indicates specifications covered by this calcu— 1 compliance with the Florida Energy lation are in compliance with the 1 Code. Before construction is completed Florida Energy Code. this building will be inspected for compliance in accordance with Section 1 553.908 F.S. OWNERJAGENT — ---- -- 1 BUILDING OFFICIAL:-------------------- DATE:------ --------------- 1 DATE:--------------------------------- 1 L SUMMER CALCULATIONS EASE ___ __= AS -BUILT GLASS- ------- - ORIEN AREA .x,BSPM = POINTS 1 TYPE SC ORIEN AREA x SPM x SOF - POINTS 6 SE 160.0 104.1 16656.0 SGL TINT SE 96.0 110.30.47 4960.4 1 SGL TINT SE 64.0 110.3 0.53 3719.7 S 26.0 90.9 2363.4 1 SGL TINT S 26.0 98.3` 0.48 1228.7 4 W 17.0 102.0 1734.0 1 SGL TINT W 17.0 107.1 0.52 946.8 NW 52.0 71.7 3728.4 1 SGL TINT NW 52.0 76.6 -0.66 2632.0 1 i s R -- a 9 - 15 . COND. FLOOR f -- - - -- TOTAL GLASS = ADJ. x GLASS - -- - ADJ GLASS ----- GLASS AREA AREA FACTOR POINTS POINTS i POINTS p ------------------------------------- .15 1200.0 255.0 ` ----------------------------- 0.706, 24481,.8 - ---------- 17281.3 I € 13487.6 ti ----------------------- AREA x BSPM = POINTS 1 TYPE R-VALUE AREA x SPM f i = POINTS f ------------------------------------------------------------------------------- WALLS----------- Ext 153.0 1.00 153.0 1 Ext NormWtBlockk: Int 3.0 153.0 1.40 214.2 t Adj 58.0 0.70 40.6 Adj NormWtBlock Int 0.0 58.0 0.90 52.2 DOORS ----------- Ext 20.0 9.90 198.0 1 , Ext Wood 20.0 9.10 182.0 CEILINGS---------- I UA 1200.0 0.60 720.0 1 Concrete -Exposed 19.0 1200.0 1.53 1834.3 FLOORS---------- 1 INFILTRATION--------- 1200.0 -10.90 13080.0 Practice #1 1200.0 13.80 16560.0 TOTAL. SUMMER POINTS= 31472.9 1 32330.3 TOTAL x SYSTEM = COOLING 1 TOTAL x ' DUCT'x SYSTEM x CREDIT = COOLING SUM>PTS IM@1LT `------------ POINTS 1 COMPON MULT MULT MULT POINTS 31472.9 t143 13533.3 ----------------- 3'330.3 1.00® `---------- --_--, ----=----�-_ -_=__ 0.310 . 1000 10022.4 t" A WINTER CALCULATIONS i - BASE - - AS -BUILT _ - C GLASS ------------ ORIEN AREA x BWPM - POINTS TYPE SC ORIEN AREA x WPM x WOF POINTS ------ ----- ------- ---------- ------ ------ ----------------- -- ---- ------ --------- SE 160.0 13.4 2I44.0 SGL TINT SE 96.0 9.7 0.17 -156.2 SGL TINT SE 64.0 -9.7 0..32 -201.5 } S 26.0 -14.0 364.0 1 SGL TINT S 26.0 -10.2 0.27 -72.0 W 17.0 -5.6 -95.2 1 SGL TINT W 17.0 -2.0 -2.03 69.0 NW 52.0 3.5 182.0 SGL TINT NW 52.0 7.3 1.32 500.8 i k , I - .15 x COND. FLOOR TOTAL GLASS = ADS x GLASS ADJGLASS ^ R1 GLASS AREA AREA FACTOR POINTS POINTS 1 POINTS --------------------------------=---------_--------------------- ------ .15 1200.0 255.0 0.70'6 2421.E -1709.1140.1 - AREA x BWPN = POINTS 1 TYPE R-VALUE AREA x WPM = POINT& ------------------------------------------------------------------------------- WALLS---------- Ext 153.0 1.10 168.3 1 Ext NormWtBlock Int 3.0153.0 3.80 581.4 Adi 58.0 1.80 104.4 1 Ad,i NormWtBlock Int 0.0 58.0 3.10 179.8 DOORS ----------- Ext 20.0 10.50 210.0 I Ext Wood 20.0 9.50 190.0 CEILINGS---------- UA` 1200.0 0.60 720.0 1 Concrete -Exposed 19.0 1200.0 0.41 497.1 I FLOORS---------- INFILTRATION--------- 1200.0 4.10 4920.0 I Practice';#1 1200.0 6.20 7440.0 TOTAL WINTER POINTS 4413.E 9028.5 TOTAL x SYSTEM = HEATING 1 TOTAL x CAP x'DUCT x SYSTEM -x CREDIT = HEATING WIN'PTS MULT POINTS 1 COMPON RATIO MULT MULT MULT POINTS --------------------------- --------=----------------------------------------- 4413.6 ' 1.14 5031.5 9028.5 1.000 1.000 1.000 0.330 2979.4 WATER HEATING BASE ___ 1 __= AS -BUILT ----------------------------------------------------------------------- NUM OF x MULT = TOTAL 1 DESCRIPTION EF CAP x MULT x CREDIT - TOTAL BEDRMS RATIO MULT 2 3527.0 7054.0 ; Electric 0.88 1.000 3527.0 1.00 7054.0 SUMMARY BASE ___ __= AS -BUILT COOLING HEATING HOT WATER TOTAL ! COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS : POINTS + POINTS + POINTS = POINTS 13533.3 ' '5031.5 7054.0 25618.9 f 10022.4 2979.4 7054.0 20055.8 * EPI = 78.3 F'LORIDA ENERGY EFhICIENCY CODE FOR BUILDING CONSTRUCTION Section 9 Compliance Program --Residential Point System Method Version 1.05 March, 1987 Department of Community Affairs Printout Submitted in lieu of Form 90OA-86 PROJECT NAME: -I�]L-A 0t:) --:10 N� ------ I I PERMITTING OFFICE: AND ADDRESS: �1i -r-- -1 CLIMATE ZONE: BUILDER: { PERMIT NO.: ------------------------------ ' aWNER: : JURISDICTION NO.: ------------------------------ COMPONENT WINDOWS Single Tint WALLS 1. Ext NormWtBlock Int 2. Adi NormWtBlock Int CEILINGS 1. Concrete -Exposed FLOORS DUCTS VALUE Total Area: 255.0 Area: 153.0 R-Value: 3.0 Area: 58.0 R-Value: 0.0 Area: 1200.0 R-Value: 19.0 BUILDING OFFICIAL CHECKLIST In Cond. Space Length: ALL -------------. COOLING 1. Central A.C. SEER: 11.00 ______________, HEATING 1. Natural Gas AFUE: 0.80--------------, HOT WATER Bedrooms: 2 --------------. 1. Electric EF: 0.88 -------------- INFILTRATION Practice: 1 --------------. Conditioned Floor Area: 1200.0-------------- AS BUILT POINTS / BASE POINTS 100 = 20187.7 25755.7 GLASS TO FLOOR AREA RATIO = 0.2125 4 5 6 EPI 78.4 i ** PRESCRIPTIVE MEASURES (Must be met or exceeded by all residences) ** COMPONENTS SECTION REQUIREMENTS WINDOWS 904.1 Maximum of 0.5 CFM per linear foot of operable sash crack. EXTERIOR & 904.1 Maximum of 0.5 CFM per sq. ft. of door area. ADJACENT DOORS Includes sliding glass doors, solid core, wood panel, insulated, or glass doors only. --------------------------------------------------------------------------- EXT. JOINTS & 904.1 To be caulked, gasketed, weatherstripped or CRACKS otherwise sealed. WATER HEATERS 904.2 Must bear label indicating compliance w/ASHRAE standard 90 or comply with efficiency and standby loss requirements. Switch or clearly marked circuit breaker (electric), or cut-off (gas)must be provided. An external or built in heat trap must be provided. ------------------------------------------------------------------------------- SWIMMING POOLS 904.3 Spas and heated pools must have covers (except & SPAS solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 75% HOT WATER 904.4 Insulation is required only for recirculating PIPES systems. In such cases, piping heat loss shall be limited to 17.5 BTU/H/Linear Ft. of pipe. ------------------------------------------------------------------------------ SHOWER HEADS 904.5 Water flow must be restricted to no more than 3 gallons per minute at 20 to SO PSIG. ------------------------------------------------------------------------------ HVAC DUCT 903.2 Constructed in accordance with industry CONSTRUCTION 904.6 standards & local mechanical codes. Ducts in Unconditioned space must be insulated to minimum R-4.2 & joints must be sealed. HVAC CONTROLS 904.7 Separate readily accessible manual or automatic thermostat for each system. ------------------------------------------------------------------------------ CEILING INSUL. 904.9 Minimum R-19. ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** COMPONENTS REQUIREMENTS PRACTICE #1 Comply with Infiltration Prescriptives in above In Accordance with Sec. 553.907 F.S., I Hereby certify that the plans and specifications covered by this calcu- lation are in compliance with the Florida Energy Code. OWNE DATE Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance in accordance with Section 553.908 F.S. BUILDING OFFICIAL DATE--------------------------------- R y l SUMMER CALCULATIONS BASE __= AS -BUILT GLASS------------ 1 ORIEN AREA'x BSPM POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ----------------------------------------,--------------------------------------- N 170 47.8 812.6 1'SGL TINT'' N 17.0 51.5 0.69 604.1 E 26.0 102.0 2652.0 SGL TINT: E 26.0 107.1 0.62 1717.9 SE 160.0 104.1 16656.0 SGL TINT SE 96.0 110.3 0.47 4960.4 l SGL TINT SE 64.0 110.3 0.53 3719.7 NW 52.0 71.7 3728.4 1 SGL TINTNW 52.0 76.6 0.66 2632.0 I , .15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS ADJ GLASS 1 GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- .15 1200.0 255.0 0.706 23849.0 16834.6 F 13634.1 , AREA x- BSPM = POINTS ; TYPE R-VALUE AREA x SPM = POINTS -------------------------------------- WALLS----------- Ext 153.0 1.00 153.0 Ext NormW'tBlock Int 3.0 153.0 1.40 214.2 Adj s 58.0 0.70 40.6 { Adj NormWtBlock Int 0.0 58.0 0.90 52.2 DOORS ----------- Ext 20.0 9.90 198.0 1 Ex,t Wood 20.0 9.10 182.0 CEILINGS---------- ; UA 1200.0 0.60 720.0 1 Concrete -Exposed 19.0 1200.0 1.53 1834.3 1 FLOORS---------- INFILTRATION--------- ; 1200.0 10.90 13080.0 1 Practice #1 TOTAL SUMME-7 POINTS 31026.< I , TOTAL x SYS'EM = COOLING 1 TOTAL SUM PTS MwLT POINTS : COMPON - I---------------- 3I0^6 -? --- 0- 43---===1334 1_3 1 32476.7 1200.0 13.60 16560.0 x DUCT x SYSTEM x MULT MULT ------------- - 1.000 0.310 32476.7 CREDIT = COOLING MULT ------------ POINTS 1.000 10067.8 I WINTER CALCULATIONS ='BASE AS -BUILT GLASS ------------ ORIEN AREA x BWPM = POINTS 1 TYPE SC ORIEN AREA x WPM x WOF = POINTS N 17.0 5.6 95.2 1 SGL TINT N 17.0 9.6 1.20 195.8 E 26.0 -5.6 145.6 1 SGL TINT E 26.0 -2.0 -1.22. 63.2 SE 160.0 -13.4-2144.0 SGL TINT SE 96.0 -9.7 0.17 156.2 SGL TINT SE 64.0 -9.7 0.32 -201.5 NW52.0 3.5 1822.0 1 SGL TINT NW 52.0 7.3 1.32 500.8 , ; , .15 x COND. FLOOR / TOTAL GLASS =: ADJ. x GLASS = ADJ GLASS 1 GLASS AREA AREA FACTOR POINTS POINTS 1 POINTS ------------------------------------------------------------------------------- .15 1200.0 255.0 0.706-2012.4-1420.5 1 402.1 ----------------------------------------------------------------------�------- . AREA k BWPM'= POINTS 1 TYPE R-VALUE AREA x WPM = POINTS -------------------------------- -------------------------------------------- WALLS-- ------ ; Ext 153.0 1.10 168.3 1 Ex:t NormWtBlock Int 3.0 153.0 3.80 581.4 Adi 58.0 1.80 104.4 1 Adj NormWtB'ock Int 0.0 58.0 3.10 179.8 ; DOORS----------- 1 Ext 20.0 10.50 210.0 1 E>;t Wood 20.0 9.50 190.0 CEILINGS---------- UA 1200.0 0.60 720.0 1 Concrete -Exposed 19.0 1200.0 0.41 497.1 FLOORS---------- 1 INFILTRATION--------- 1 1200.0 4.10 4920.0 1 Pr,ectice #1 1200.0 6.20 7440.0 TOTAL WINTER POIN75 4702.2 9290.5 TOTAL x SYSTEM = HEATING 1 TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN RG MULT POINTS 1 COMPON RATIO MULT MULT MULT POINTS - - - ----------------------------------------------------- 1 4702.2 1.14--__ 5360.5-9290.5--1_700 1.000 1.000 0.330 3065.9 4 WATER HEATING -_= RASE ___ =_= AS -BUILT === NUM OF 'x MULT = TOTAL DESCRIPTION EF CAP x MULT x CREDIT = TOTAL BEDRMS RATIO MULT --------------------------------------------------------------------------- 3527.0 7054.0 : Electric 0.88 1.000 3527.0 1.00 7054.0 SUMMARY BASE ___ __= AS -BUILT COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ---------------------------------------------------------------------- 3341.3 5360.5 7054.0 25755.7 1 10067.8 3065.4 7054.0 20187.7 s ################# # 'EPI = 78.4 # i i FLORILA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Section 9 Compliance Program --Residential Point System Method Version 1.05 March, 1967 Department of Community Affairs Printout Submitted in lieu of Form 90OA-86 PROJECT NAME: AND ADDRESS: h jC' BUILDER: V i -------- OWNER: COMPONENT WINDOWS Single Tint WALLS 1. Ext NormWtBlock Int 2. Adj NormWtBlock Int CEILINGS 1. Concrete -Exposed FLOORS DUCTS VALUE Total Area: 221.0 Area: 87.0 R-Va1ue: 3.0 Area: 380.0 R-Value: 0.0 Area: 990.0 R-Value: 19.0 PERMITTING OFFICE: .............. CLIMATE ZONE: - -4_- 56 _ _- PERMIT NO.: -------------- JURISDICTION NO.: BUILDING OFFICIAL CHECKLIST In Cond. Space Length: ALL ----- COOLING 1. Central A.C. SEER: 11.00 HEATING 1. Natural Gas AFUE: 0.80 HOT WATER Bedrooms: 2 1. Electric EF: 0.88 INFILTRATION Practice: 1 Conditioned Floor Area: 990.0 AS BUILT POINTS / BASE POINTS * 100 18886,4 23293.3 GLASS TO FLOOR AREA RATIO = 0.2232 EPI 81.1 i PRESCRIPTIVE MEASURES (Must be met or exceeded by all residences) --------------------------- ---- ----- -=--------------------------- ---- COMPONENTS SECTION REQUIREMENTS WINDOWS 904.1 Maximum of ,0.5 CFM per linear foot of oper sash crack. EXTERIOR & - 904.1 -- Maximum of 0.5 CFM per sq. ft. of 'door areal, ADJACENT DOORS Includes sliding glass doors, solid core, wood panel, insulated, or glass doors only. !, ---- -------------------------------------------- EXT. JOINTS & 904.1 To be caulked, gasketed, weatherstripped or CRACKS otherwise sealed. -:--------------------------------------------------------------------------' WATER HEATERS 904.2 Must bear label indicating compliance w1ASHRu standard 90 or comply with efficiency and standby loss requirements. Switch or clearl! marked circuit breaker (electric), or cut -of!; (gas) must be provided. An external or buil, in heat trap must be provided. SWIMMING POOLS 904.3 & SPAS Spas and heated pools must have covers (ex solar heated). Non-commercial pools must a pump timer. Gas spa & pool heaters must minimum thermal efficiency of 75% e E HOT WATER 904.4 Insulation is required only for recirculating PIPES systems. In such cases, piping heat loss stfall be limited'to 17.5 ETU/H/Linear Ft. of pipe; ------------------------------------------------------- SHOWER HEADS 904.5 Water flow must be restricted to no more than 3 gallons per minute at 20 to 80 PSIG. ---------------- ------------------------------------------ HVAC DUCT 903.2 Constructed in accordance with industry CONSTRUCTION 904.6 standards & local mechanical codes. Ducts in Unconditioned space must be insulated to minimum R-4.2 & joints must be sealed. ----------------------------- I-- --------------------- HVAC CONTROLS 904.7 Separate readily accessible manual or thermostat for each system. ------------------------------------- CEILING INSUL. 904.9 Minimum R-19. # INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST .'.COMPONENTS ---------------------____--- RFnI IT RCMChITC . IPRACTICE #1 ________________________-----^- ____ Comply with Infiltration Prescripfives in -above In Accordance with Sec. 553.907 F.S., I Hereby certify that the plans and specifications covered by this calcu- lation are in compliance with the Florida Energy Code. OWNER/AGEN DATE° ------- — \t�_----------_-- i Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance in accordance with Section 553.908 F.S. BUILDING OFFICIAL! DATE: C ############################################################################### SUMMER CALCULATIONS ############################################################################### BASE __= 1 =_= AS -BUILT GLASS------------ - ORIEN AREA x BSPM = POINTS 1 TYPE SC ORIEN AREA x SPM x SOF = POINTS E 26.0 102.0 SE 160.0 104.1 W 17.0 102.0 NW 18.0 71.7 2652.0 1 SGL TINT 16656.0 1 SGL TINT 1 SGL TINT 1734.0 1 SGL TINT 1290.6 1 SGL 1 TINT , , 1 , 1 1 , 1 E 26.0 107.1 0.56 1563.7 SE 64.0 110.3 0.77 5435.6 SE 96.0 110.3 0.47 4960.4 W 17.0 107.1 0.56 1022.4 NW 18.0 76.6 0.66 911.1 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS ADJ GLASS 1 GLASS AREA AREA FACTOR POINTS POINTS 1 POINTS .15 990.0 221.0 0.672 22332.6 15006.3 1 13893.2 ---------------------------------------------------------- -- AREA x BSPM = POINTS 1 TYPE R-VALUE AREA x SPM = POINTS ---------------------------------------------------------------------------------- WALLS----------- 1 Ext 87.0 1.00 87.0 : Ext NormWtBlock Int 3.0 87.0 1.40 121.8 Ad,i 380.0 0.70 266.0 1 Adj NormWtBlock Int 0.0 380.0 0.90 342.0 DOORS ----------- Ext 20.0 9.90 198.0 1 Ext Wood 20.0 9.10 182.0 CEILINGS---------- 1 UA 990.0 0.60 594.0 I Concrete -Exposed 19.0 990.0 1.53 1513.3 FLOORS---------- 1 INFILTRATION--------- 1 990.0 10.90 10791.0 : Practice #1 990.0 13.80 13662.0 - ----- - ------ -------------- ------------- TOTAL SUMMER POINTS 1 26942.3 1 29714.2 , , TOTAL x SYSTEM = COOLING ; TOTAL x DUCT x SYSTEM x CREDIT = COOLING SUM P73 MOLT POINTS COMPON MULT MULT MULT POINTS -0.43-----1585.---------------.000-------------.0-------------- 26942�3---0_43- 11585.2 '�4714.2 1.000 0.310 1.000 9111.4 `==_----- '-------------'--- WINTER CALCULATIONS BASE ___ I -_= AS -BUILT ----- ------------------------ GLASS- ------ I ORIEN AREA x BWPM = POINTS I TYPE SC ORIEN AREA x WPM x WOF POINTS` -- --- -- - E 26.0 -5.6 -145.6 1SGL TINT E 26.0 -2.0 -1.65 85.8 SE 160.0 -13.4-2144.0 {`SGL TINT SE 64.0 -9.7 0.75 -463.5 SGL TINT SE 96.0 -9.7 0.17 156.2 W 17.0 -5.6 -95.2 1 SGL TINT W 17.0 -2.0 -1.65 56.1 NW 18.0 3.5 63.0 I SGL TINT NW 18.0 7.3 1.32 173.3 , --------------- ---- ---------------------------------- .15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA AREA FACTOR, POINTS POINTS POINTS ------------------------------------------------------------------------ ----- .15 990.0 221.0 0.672-2321.8-1560.1 -304.5 AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------- --- WALLS----------- - - Ext 87.0 1.10 95.7 1 Ext NormWtBlock Int 3.0 87.0 3.80 330.6 Adj' 380.O 1.80 684.0 1 Adj Noru,WtBlock Int 0.0 380.0 3.10 1178.0 , DOORS ----------- Ext 20.0 10.50 210.0 1 Ext Wood 20.0 9.50 190.0 CEILINGS----------- ; UA 990.0 0.60 594.0 1 Concrete -Exposed 19.0 990.0 0.41 410.1 FLOORS ---------- INFILTRATION ---------- 990.0 4.10 4059.0 Practice #1 990.0 6.20 6138.0 TOTAL WINTEp POINTS ---- 4082.6 7942.2 I TOTAL x SYSTEM = HEATING 1 TOTAL x CAP x DUCT'x SYSTEM x CREDIT = HEATING - WIN PTS MULT POINTS ; COMPON RATIO MULT MULT MULT POINTS -------------------------------------------------- ---- -------- 4032.6 1.14 4654.1 ; 7942 2 1 000 1 000 i 000 0.330 2620.9 i WATER HEATING BASE _ —_= AS —BUILT = NUM OF x MULT = TOTAL DESCRIPTION "—EF CAP x MULT x CREDIT TOTAL BEDRMS i RATIO MULT -------------------------------------------------------------------------------------- 3527.0 7054.0 I Electric 0.88 1.000 3527.0 1.00 7054.0 x�]s.��xxtr�i{I�KaK"x�xK F��xii�x�%irt��a��x"K.'xH"x"kaxiE'x'x"xk�x��+��'x*x*xiE��x��xrfif'xxx�**K;�"k.� SUMMARY i -_= BASE ___ _= AS -BUILT COOLING HEATING HOT WATER TOTAL ! COOLING —HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS : POINTS" + POINTS + POINTS = POINTS -------------------------------------------------------------------------------- 11585.2 4654.1 7054.0 23293.3 9211.4 2620.9 7054.0 18886.4 * EPI = 81.1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Section 9 Compliance Program --Residential Point System Method Version 1.05 March, 1987 Department of Community Affairs Printout Submitted in lieu of Form 90OA-86 PROJECT NAME: 1 Jf ,� -��( 5----- 1 PERMITTING OFFICE: j; AND ADDRESS: i(-r��—+LNL�di_ , 1CLIMATE ZONE: ------------ S - BUILDER: I PERMIT NO.: ------------------------------ ' OWNER: ; JURISDICTION NO.: ----------------------------- ' ---------------------------------------------,------------------- BUILDING OFFICIAL COMPONENT VALUE CHECKLIST WINDOWS Single Tint Total Area: 483.0_______________ WALLS 1. Ext NormWtBlock Int Area: 799.0 _______________ R-Value: 3.0 --------------- Adj NormWtBlock Int Area: 470.0 Y R-Value: 0.0 --------------- CEILINGS 1. Concrete -Exposed Area: 1875.0 _______________ R-Value: 19.0 --------------- FLOORS DUCTS In Cond. Space Length: ALL --------------- COOLING 1. Central A.G. SEER: 10.80 Cross Vent or Whole House Fan: Credit HEATING 1. Natural Gas AFUE: 0.80 --------------- HOT WATER Bedrooms: 3 --------------- 1. Electric EF: 0.88 INFILTRATION Practice: 1 --------------- Conditioned Floor Area: 1875.0 ------- ________ 4 5 6 AS BUILT POINTS / BASE POINTS * 100 = EPI 34030.6 40931.5 83.1 GLASS TO FLOOR AREA RATIO = 0.2576 n ** PRESCRIPTIVE MEASURES (Must be met or exceeded by all residences) ** ----------------------------------------------- - COMPONENTS SECTION REQUIREMENTS WINDOWS 904.1 Maximum of 0.5 CFM per linear foot of operable sash crack. EXTERIOR & 904.1 Maximum of 0.5 CFM per sq. ft. of door area. ADJACENT DOORS Includes sliding glass doors, solid core, wood panel, insulated, or glass doors only. ----------------------------------------------------------------------------- EXT. JOINTS & 904.1 To be caulked, gasketed, weatherstripped or CRACKS otherwise sealed. ----------------------------------------------- - -- WATER HEATERS 904.2 Must bear label indicating compliance w/ASHRAE standard 90 or comply with efficiency and standby loss requirements. Switch or clearly marked circuit breaker (electric), or cut-off (gas) must be provided. An external or built in heat trap must be provided. SWIMMING POOLS 904.3 Spas and heated pools must have covers (except & SPAS solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 75% HOT WATER 904.4 Insulation is required only for recirculating PIPES systems. In such cases, piping heat loss shall be limited to 17.5 BTU/H/Linear Ft. of pipe. ------------------------------------------------------------------------------- SHOWER HEADS 904.5 Water flow must be restricted to no more than 3 gallons per minute at 20 to 80 PSIG. HVAC DUCT 903.2 Constructed in accordance with industry CONSTRUCTION 904.6 standards & local mechanical codes. Ducts in Unconditioned space must be insulated to minimum R-4.2 & joints must be sealed. HVAC CONTROLS 904.7 Separate readily accessible manual or automatic thermostat for each system. ------------------------------------------ --------------------- CEILING INSUL. 904.9 Minimum R-19. ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** COMPONENTS REQUIREMENTS ___ PRACTICE #1 Comply with Infiltration Prescriptives in above In Accordance with Sec. 553.907 F.S., I Hereby certify that the plans and I specifications covered by this calcu- lation are in compliance with the 1 Florida Energy Code, - I OWNER; AGE11T J_v_w____ DATE: ------ O-t/ 7 __--- Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance in accordance with Section 553.908 F.S. BUILDING OFFICIAL: -------------------- DATE: --------------------------------- it K SUMMER CALCULATIONS I ; I -----__-----`_BASE -----------------------------------=AS-BUILT ------_-------__=_ GLASS------------ ; � ORIEN AREA x BSPM = POINTS 1 TYPE 3C ORIEN AREA x SPM x SOF = POIN1S -------------------------------------------------------------------- --------- - BE 136.0 104.1 14157.6 1 SGL TINT BE 72.0 110.3 0.47 3720.ii3 SGL TINT BE 64.0 110.3 0.83 5859,11 S 98.0 90.9 8908.2 I SGL TINT S 72.0 98.3 0.39 2760.13- i SGL TINT S 26.0 98.3 0.55 1408�0 SW 144.0 104.1 14990.4 SGL TINT SW 48.0 110.3 0.77 407677 { SGL TINT SW 96.0 110.3 0.65 665348 } NW 105.0 71.7 7528.5 1 SGL TINT NW 57.0 76.6 0.66 28851 i SGL TINT NW 48.0 76.6 0.61 225918 , , i ------------------------------------------------------------------------ --- .15 x COND. FLOOR I TOTAL GLASS = ADJ. x GLASS = ADJ GLASS 1 GLASS AREA AREA FACTOR POINTS POINTS i POINTS ------------------------------------=----------------------------------- ----r- .15 1875.0 483.0 0.582 45584.7 26543.9 1 29823011 AREA x ESPM = POINTS 1 TYPE R-VALUE AREA x SPM = POINTS WALLS`---------- ; Ext 799.0 1.00 799.0 Ext NormWtBlock Int 3.0 799.0 1.40 1118I1b6 Adj 470.0 0.70 329.0 1 Adj NormWtElock Int 0.0 470.0 0.90 423'.0 DOORS----------- Ext 20.09.90 196.0 1 Ext Wood 20.0 9.10 182.0 CEILINGS---------- ; UA 1875.0 0.60 1125.0 1 Concrete -Exposed 19.0 1875.0 1.53 2866'.1 FLOORS---------- 1 INFILTRATION--------- 1875.0' 10.90` 20437.5 ; Practice #1 1875.0 13.80 25875.0 TOTAL SUMMER POINT5 49432.4 602871,8 TOTAL x SYSTEM- = COOLING 1 TOTAL x DUCT x SYSTEM x CREDIT = -COOLING SUM PTS MULT POINTS 1 COMPON MULT MULT- MULT POINTS ' - - 49432.4 0.43 21255.9 1 60267.8 1.0000.314 0.950 17983 r 3 WINTER CALCULATIONS --- BASE ___ AS -BUILT -_- --- GLASS ------------ ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS - ------- ------------ BE 136.0 -13.4 1822.4 I SGL TINT BE 72.0 -9.7 0.17 -117.1 S ` - -9.7 0.82 -510.4 SGL TINT 5E64.0 S 98.0 -14.0-1372.0 { SGL TINT S 72.0 -10.2 -0.13 95.5 SGL TINT S 26.0 -10.2 0.49 -130.2 SW 144.0 -13.4-1929.6 SGL TINT SW 48.0 -9.7 0.75 -347.6 I SGL TINT SW 96.0 -9.7 0.58' 538.4 NW 105.0 3.5 367.5 I,SGL TINTNW 57.0 7.3 1.32 548.9 I SGL TINT NW 48.0 7.3' 1.36 477.4 G , I, ------------- ------------- ----------------------------*-------------------- GLASS .15 x COND. FLOOR Y TOTAL GLASS = ADJ. x GLASS = ADJ GLASS AREA AREA FACTOR POINTS POINTS POINTS - .15 1875.0 483.0 0.532 4756.5 -2769 7 i 522 0 AREA x BWPM = POINTS,I_ TYPE R-VALUE AREA x WPM = POINTS ------------------- ----------------- --- WALLS - --- ---- ; Ext 799.0 1.1ID 878.4 1 Ext NormWtBlock Int 3.0 799.0 3.80 3036.2 Adi 470.0 1.80 846.0, I Adi NormWtBlock. Int -0.0 470.0 3.10 1457.0 i DOORS----------- 20.0 9.50 190.0 Ext 20.0 10.50 210.01 1 Ext Wood CEILINGS--------- UA 1875.0 0.60 1125.6 Concrete -Exposed 19.0 1875.0 0.41 776.5 FLOORS--- ---- INFILTRATION---------- 1875.0 4.10 7687.5 i Practice #1 1875.0 6.20 11625.0 TOTAL WINTER POINTS 1 7977.t - 16563.0 TOTAL x SYSTEM = HEATING i TOTAL' x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS' : l COMPON RATIO MULT MULT MULT POINTS 7977.7 1.14 9094.5 1 16563.0 1 000 1.000 1.000 0.330 5465.8 WATER HEATING RASE ___ __= AS -BUILT --------------------------------------------------------------------------- - NUM OF MULT = TOTAL 1 DESCRIPTION EF CAP x MULT x CREDIT = TOTAL BEDRMS n RATIO MULT 3 3527.0 10581.0 : Electric 0.98 1.000 3527.0 1.00 10581.0 ############################################################################### SUMMARY BASE ___ __= AS -BUILT ------------------------------------------------------------------------------- COOLING HEATING HOT WATER TOTAL 1 COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS : POINTS + POINTS + POINTS = POINTS 21255.9 9094.6 10581.0 40931.5 : '7983.9 5465.8 10581.0 34030.6 ################# * EPI = 83.1 # ################# —K To 21 ova win NNo, lqpp % gV IV Sly t W , V MW a, 1, AIR. AY! sx, �519 W�E owl Azov ON, - our M.1�1 - ONTO too WW Ga", p-M famhk j, Nak,�i� -20 yg q14 K-1 too in TO � 495", �L, Q I W z J W 0) Q a _Q4 13.4Z I IAC 13. oo' - _32 C..42' - (South of Phase Line A) GENERAL INFORMATION Existing GMPP - RM Existing Zoning - HIRD Two 14 story buildings @ 17,842 35,684 sf Cabana building 800 sf One Gatehouse 100 sf Total Buildings 36 584 S7 Vehicular Use, Paved 154,829 sf Vehicular Use, Grass 6,920 sf Total Vehicular Use T7 Buildings 36,584 sf Vehicular Use, Paved 154,829 sf Two Pools @ 1,250 sf 2,500 sf Pool Deck 16,400 sf Sidewalks 11,625 sf Total Impervious 777,7 sf LOT COVERAGE Buildings 36,584 sf 0.8399 ac 5.7097 0. Open Space 604 184 sf 13,8701 ac 94.2903 0.Total 54T.L7-t-sp 14.7100 aC 100.0000% Impervious 221,938 sf 5.0950 ac 34.6363 % Pervious 418,830 sf 9.6150 ac 65.3637 Total T4 ,76-9 sf T7l-'7 7-a c 100.00GO a PARKING 268 Units x 1.5 cars/unit = 402 Parking places required and provided. BUILDING SETBACKS AND SPACING Front Setback, Buildinas 4 and 5 239.00' + 2(125) = 122.25'Minimum to Base Building Line 4 Building 4 - 127.00' actual to Base Building Line Building 5 - 140.00, actual to Base Building Line ATLANTIC OCEAN Arrvo%. /NEbW Htc4tt W67EV- ` I N DUN ALK � '178SETCDGK 0 - I41' it \V °I86r 4•`' C.C,G.L. 299. oo' BUIL IN 44 — -- 154 uNtT3 POOL DECK %9 i ILS' HIGH p w �� iNG iNC INC ' }r lillNivilt�) Oil�Il�1)t(0)!� 0�� \.00 i 239 oc' LINO 5 - - -- N 134 U9T5 t25 NI�jH I ©0511"XIM 225. oo ' T RElLlS FG/ZKWc, 6S INDIC&TEO 8 Ir 4C Side Setback, Building 5 to South Property Line 174.02' + 2(125) 106.00' minimum to South Property Line 4 286.97' actual to South Property Line Soace Between Buildin,s 4 and 5 150.37 + 150.37 + 2(125 + 125) _ 200.18' minimum between buildings 4 331.00' actual between buildings Soace Between Buildings 4 and 1 83.00, + 83.00' + 2(180 + 125) _ 194.00' minimum between buildings 4 371.17' actual between buildings LANDSCAPE South Property Line: 175' - 50' 4 trees required and provided + 6' high masonry wall West Property Line: 1220' 30' 41 trees required and provided + 2' high masonry wall with bushes @ 10' o.c. Interior: 161,749 sf - 40 = 4,044 sf required = 13,246 sf actual 4,044 sf - 100 = 41 trees required and provided DEVELOPMENT SCHEDULE Buildings 4 and 5: December 1987 - May 1989 WALK i N 21°12' 46'' W 399.19 VIP-URNUIN 4Uff'ENSwN 6T I0' o,c. (TYPIcoI. 6T ao.vl,� - _.— ________—ST dTE jZnnD e•tq , 11APEOVEO'eNrS Pert D.o.-t. PefLmIT _ __- _--___.- -__ __.__ SITE PLAN MINOR REVISION (S) 1-1 APPROVED SITE PLAN DATE: THE PURPOSE OF THIS REVISION IS TO MOVE BUILDING IP4. $PTRCREP. SCALE: 1" equals 50' BUILDING #4 HAS BEEN MOVED 9.71' TO THE WEST. THIS DOES Nt)T AFFECT ANY SETBACK OR PARKING REQUIREMENTS. N m m W sF r�< cp c k. o I l FA f 1 L, — cA 0 W y, a o —o O: N 0 O 0 V1 � N U N W W w 6 � o LL Z= M2 V j .m W W N N N QK Za W �a N � N — M O nl N 19 W V. 10 06 44 Ww ZQ CL INC SHEET NUMBER Al OF 20 W,4 I 1, 1 OY vl uu lz *ANP pC Zv SHE F T NUMBER A oF 2G wl'. �p vq ''° ' �� ea n y �� a a II N I N 2vI, FT. N1ILEr_ ALUM. C+Un�-V. l- - -- d A LL U M. GbW I7L..d w Fes- Lzxa'rloN).. _. - I STAIR ROOF EDGE 5 SCALE 1-1/2•-1'-0& a E-FL! L. ET $ C-aU L- IC . 24 C, A. A, L U rl F L-4'- - I bU I LT - Ur EZD,:;)f= L. Ic, H T W T-. cOtJ C- "1 ` GONG• �LaP� ,• ,:-.. "v r is `� .ur._e_e_� raw' i..:.9•.,t. �` � k � � $ _ � d axA.N4 S "'i� Y"G n� , j,.ry 5i�%Y, . vx '-.^a- � ,e,. m,-vrnafavmexrmL+h� wk� n#3+°... i1 .%iirron'en'. v, Y. v`':?'rv`- v n• ,• y s 'W '� a I I ..M. I I I I I�• I I � � I _ I NOTE FURRING AND PRYWAILL BOTH SV[5 OF SHEAR WALL �� 3 ii ;° ° ie g4ia MASTeP MASTER G I- II - _ EDROOM y 3 �� '"'ia'aa�•" F'S�.»+n�+'i,`�`F'vd a �y1y� R: ' • LIVINC ROOM I " .. - "PLIES SHEAR WALL ...`_. L-✓_=:_::D - TVLIES CONCRETE BLOCK WALL - YIPLIES PARTITION WALL .—._A TYP AL ARlTMENT pLQNIS53 SCALE T-0" 10Ev tmro� b. tt 1 _ s�aNa.E Al.;-" <Lp-- or"4 to urrr.ffC 10.^EV J Tt' cnoR'..14. .. - LANGC d.,4 rLr,.t pane 1� •►Plril�Ate9v �'T 17 Dne+r *T or.r -Z si.�A"{,E 1.1as1 ! u cl 4" t�Ty4pp �. I /L�An4E A,cjl ke4 HNtjTP cars' 3$ ° 0 I iv _ r 8" - Y-10" T a i ❑ - o OAAh UJI V K V W sai a � z � O w ❑ m " w N N N Ems — t•f z� �o N h o p om N SHE E T � IN UMBER A 5 OF 20 I I% L® ' I — f r NJ IItii C� L1 V t::, 4 " 4—T- C..Pi-iFz DY AI t..l FA`;&F�,�° GauT� 4 �LnSNINq T ROOF STAIR SECIION SCALE 1/2'■t"-II0` " T T F. r1 3 u Ts 'i R .aFln tJ" ib' F� a,1— rF rI�.E - n 14 J rn•e LtP sp O. Avq e. '6 IF _ CHASE EAIL. -:JAYS:o�.S-ru cgs .. ifs peLY`•VG4L JAG7YL L�u¢.P 0.T nRy rs. rc. V¢wT5 TYMCAL SCALE k 1 6' BAt7 NSUI. 7-71 siI4 TM5 WALL ip L O tO' \ ric4l S �� i� N ©` _ BATH ROOM CLR DINING i ' BATH - `� x � ® ®BATH{ (—') DROP i CLNG O 14 IO o. 7 3 -4' '-0' 3 2'-6" 2'-0' I' " I"-5 4'-0 4DROP /— 8 _0 4 �--- , _ �_ " CLNG. •a- p o DROP ® A H r. CLNG. 13 14 o O Sa �\ 0 LU(1. n DEN h \6 35 IyiTCH9N I CLNG. J — -- in + 2.-6- 4' 3'-4" 1— 12'-6"s14 �O TR5 WALL 15 KITCHEN TO BE AN ALTERNATE 4 4, 3,_40 3._4WAS= APARTMENTAN PLANS ELEVATOR SHAFT ,SHEET NUMBER AOF20 a m, N BALCONY ABOVE — -- a � ' +0 � qP � � r•. �1 \ X / \ O 00 0- % EXERCISE ROOM TERRACE I,Z2- ca` / py 74 2' \ ) ol\ 8 a TERRACE QZaPF-V- , Tr Y v� ��y i c -I--pE-6 pI e.Y ? SHOWER ARE SHOWER x+ y 8 \l / \ GAME ROOM SOCIAL/ENTERTAINING ROOM I{ a l•. ERA p A / OM E.N'6 TOILET Qa' � � Pc�ur,Ep MGr'1�P AlIE >z.c�c�Fll! q /lie \fl-.L��:111UC1 Ill P-;-:C•11-•i<T R O. J j` � - I • S c . i CANOPY/BALCONY D SCALE ETAIL 3/4"=1'-0" tiTuc l 0 ----FLPSMINQ I,i TiiQ LQ' -Gn NT L-aiP Pow K.O MGMpa1�AUE P1IM �1 ( r , t. P" }--Z:YG CeS:Ny 864D 5-Tuaco ow 4AL4. art T/ L LArK SUSp CND Gu ON FuI %q 4c� crp\I NCL5 ($Ei SHea? A 2. Fo¢ tOG6Ti0u tap CANOPY DETAIL SCALE: 3/4"=1'-0' p U , ' I MEN'3 TOILET .f" y. .� "1 v� n`G ,•, (e„ a. ,P `, °p. .- .. N MAIL ROOM 4 ANAQER'S OFFICE \ 6 , X;IIK / o N \ RECESS :CEILING. 1 / + THIS AoEA 10' \6• ,�/ \.o,4. -`VIM LJ LsT '.ti [w'�Li 117-0 T:RYkJ4." c \I —.T 4T U C-', y LUt•�I IU�.x.JS �'�:, pLN r L� CEILING DETAIL SCALE 1"=1'-0' c fs GROUND C- �. _ " FLOOR PUBLIC AREAS 5 T �' B Y SCALE; "-�•1�/ 4' '-Om TYPa TMP L 4 Y O U T NOTE -' L71IA91451014S SHOWN IN HALL% &ALE 171/ALNSIONS SHOWN LOGITINC,' PW2TITIOyS AIZIIL Fan,,. ` , , „ I Il I N 1 ° ' It I r I u + GL Ns+oe DllAstatloNL. "mou µ To Rou µ"Axcrp-r 4S OTMRR"WISK NOTED, THr_ b z -9" L -`t Z c '3 - 1I b to 7- 11 D 2- l 2=9 3=6 Z' J" 4 G 4 70 piC C44 i __. --- ALL AN LCS AUL Su CoNT2hc Toe 5NALU ClJtO2nIIy/y',a Tt4a LAYOUT WORK. _ Doo R'NSI+b LL L.o cn7Po So T2vw DOGS NOT RRq TIC L' I _. 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Vn. - ..,r i. s^r\`t`.:e _ 1' {# a{ - ..:v�£"`?.i ;k 1.+an {e`• » i 1 Yr I j we R bR—j '1 1 f I r « §� r k 7� jp I� I 1: �i I F it I L if� �1 FIXTURE & ACCESSORIES MOUNTING HEIGHTS i (Ail Dimensions are from Finished Pl »r Elevations) Y Toilet Paper Holders: 1'-6" to ^enter line of older. Towel Bars (Not in Shower & Tub Areas).' 3'-6" to center line of bar. Towel Bars in Shower k Tub Areas: 5'- to center line of bar. Medicine Cabinets: 4'-O" to Bottom of *� Cabinet. Soap Dishes in Showers: 3'-6" to center line of Dish. Soap Dishes in Tubs: 2'-C" to center line cf Disn. Shower Control Valves: 3'-6" to center line of Controls, Shower Heads (All): 6'-2" to center line of Head. Tub Control Valves: 2'-0" to center line of Controls. Tub Spouts: l'-6" to center line of spout. Vanity Tops: 2'-6" to Top of Vanity. Mirrors: 6'-2" to Top of :Mirror. ♦ J Y �~� 14 .4e �iw,ll.r TLC�} O T s Li " v erpr�l. r } 4 i I i �_T$ t i i __ _ i i 1 _. A A- { .�—. MC SHOWER DR. } '- F— MIRROR � - >>- ra i" a tj, �, - - K- Till / A" Tr'=i J11 SD El e AW w T //- , j S D §ss W W S! CA G a r� ,lj`•I'• Y W N 4 4 1 _Q � M O A U LL M F... V W a ti a ® V ° m W N Q _ M Z� v o� OWER DR v i �} $ -Q 4 �' • 4 y' FER'P�IL Pk � 1 t t �D �{ RH' - - I IMI �RRANSLUCENT PANELS ' <•�� AS - p,. M;fTAL TRIM \91 ' METAL TRACK `1" / -'— 8J4' X 1 112' CHANNELS - tl2' DRYWALL TRANSLUCENT PANELS "le, HIGH GA13 COUNTER TOP 24' WIDE COUNTER /j� SEAM TOP BELOW z METAL CORNER TRIM. - KITCHEN WINDOW , � DRAPERY POCKET DETAIL ; � - UPPER CABINET DETAl3. AT 45ANGLE . SCALE _O• SCALE 1 Cv so t 8' XW'A/C DUCT -.ACOUSTIC SPRAY 3/4' X 1 1/2' CHANNELS _ AT 12' ON CENTER - - 1/2' DRYWALL- - -- MTL TRACK I E-- ------ 18' HIGH CAB. ---- LUMINOUS CLG. TOP NOTT 1) Elevations shown are of one individual apart- ment of each type. Half of the apartment bath elevations will be as shown; half will be reversed. 2) All, ceiling heights are 7'-0" except where otherwise noted. PASSPOfiT A/C DUCT & CAB. DETAILS SCALE I - da7�V4-./001r`114 Tod F - 1 SR i SPINNAKER GUEST BATH R O � aI 6 �y R I + ADJ.; OLASS \\\ —` iIEL'V' W/ c UNDED EDGES .REF SPACE: — — — -- -- F 4- RANGE il SPACE` 4 1 ISH +.tD ASHER E, SPACE i KITCHEN CABINET CONSTRUCTION NOTES MIRROR ALL CABINET WORK SMALL CONFORM TO AHI 1 ----_—_--- - 400 CUSTOM CABINET SPECIFICATIONS A D J w I Base cab; net Dimensions _ I E L V E All Base Cabinet counter tops for t y kitchen h bar cabinets will be 3'-0- ROUND abovs finished floor., All back splashes shall ba All toe spaces shall be 4• high and �• 3' deep. All drawers shall be S" crear inside -_--- depth. 2) Upper Cabinet Dimensions I Above refrigerators 1'-0' high i Above range hoods 1'-6' high Above kitchen sink 1'-3• high All others 2'-6" high All upper cabinets to be mounted 71- 0• above finished floor to topof cabinet. 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" L Small 'Y It rt y ' r 1 ♦ ske r1, it t Ja R'+�F t • • • T . rk• h � E >.:_ x �{ ' tit �, • Y t t • t • • { R@ krs a < S A , r . ... f x n �r r" .I F�� :� " .m �'Yx •.' � ! • byttld` Lii«3 x 5 • " i. 4.- *'4 5—A SIDE f`1 SUMP 4-#4 t *4 eIVO GENERAL. NOTES 1. STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER WITH ARCHITECTURAL, MECHANIBA,E & ELECTRICAL DRAWINGS TO LOCATE RECESSED SLABS, SLOPES, DRAINS, REGLETS, BOLT SETTINGS, OPENINGS, ETC. ANY DISCREPANfIES SHALL BE BROUGHT TO THt ATT- ENTION OF THE ARCHITECT BEFORE PROCEEDING 1117H THE klOPK. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FfELD 3. ALL CONCRETE SHALL TEST 4000 Pvt. COMPRESSTON AT AGE 28 DA?'S EXCEPT CONCRETE FOR PILE CAPS AND GRADE BEAMS WHICH SHALL TEST 3000 PSI. MIN. 4. REINFORCING STEEL SHALL BE DEFORMED BARS OF t•CW BILLET STEEL CONFORMING TO ASTM A615, GRADE 6O. 5. UNLESS OTHERWISE NOTED, CONCRETE COVER OVER REINFORCEMENT SHALL BE AS FOLLOWS: 2"COVER OVER MAIN REINFORCING IN COLUMNS; i}" OVER STIRRUPS IN BEAMS ABOVE GRADE; 2" OVER STIRRUPS IN GRADE BEAMS: 3" COVER IN PILE CAPS AND 1" COVER OVER TOP & BOTTOM REINF. tN SLABS, EXCEPT TOP BARS IN EXPOSED CONDITIONS SHALL BE li". 6. BEAM BARS ARE CONTINUOUS. WHERE NECESSARY, SPLICE TOP BARS WITH A 40x BAR DIAM. LAP AT MID -SPAN, LAP BOTTOM BARS 12" MIN. OVER A SUPPORT. TERMINATE TOP BEAM BARS WITH A STD. 90 DEGREE HOOK AT DISCONTINUOUS ENDS OF BEAMS. LAP SLAB TEMPERATURE BARS 12" MIN, UNLESS OTHERWISE NOTED. SPLICES IN VERTICAL BARS SHALL BE 30 x BAR DT AM. MIN. UNLESS OTHERWISE NOTED. �. PROV'140E DOWELS FOR CONNECTED WORK NOT POURED AT THE TIME ORIGINAL WORK t$ "a.., POURED. DOWELS TO BE OF SAME SIZE & NUMBER AS THE CONNECTING WORK AND BE OF ' SUFFICIENT LENGTH AND ANCHORAGE TO DEVELOP THE TENSION STRENGTH OF THE BAR. 8. AT CORNERS OF BEAMS, PROVIDE A4 x 4'-O" SPACED THE SAME AS BEAM REINFORCING BENT 2'-0" IN EACH DIRECTION. w I �D wryry U T � � Z � r C] V J w Q. Q G` Ww. Ei. a a a d o Q N is v M w � m W c 9 W 09, Jf N Sam EBB Z w , O nr' fv a w r P;A - d z s_ v � a�3 r � x�ro $^ a 'y�-x9f 'W N:E x•Li :. s t�d 'r°`�' i sty k�: i" asF t $ � � # � '�t ,t, ' a " a, e .. `"kati 3 'i,J y'q,2 gjx'Y �a. >x 7a [ ,. ",� '45;, >�+z ��''� a"q3.;��+ Y^r x a�E :r �" t 4.�,-C •j �y �>... R gi x r � �,. x' � r� 4ir � uiAvx ;^ �-e •Sx✓ � I Wi�� i� Al,� ry :: •a% C Yk R, a y 2 't ime �$i t : i"oT+ .�u�A ,4 I, rt t Lk �- iI"t' a i �4 a r % `2 a5 . i }g F.+ ,r-T># yti s;?y k.' kx�i�js'a �1+, .$"G .� "'ri'� 14 rY`+�4```h,��`;.' r'" �I- ti g,'$%� r�'. �-�` € a sspri� `• ��,.,+�.x £.*..{x ^sR' ^''+ }.'3� i LK ?E a� p' ✓ =�, � �; #ffi � ar-' '�"t r� ` n t ��`k1w k� '� '�ry��e°�z�,�ziR L� ' ? 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P at" .✓Y�:. ...•e .. .. .. r r w ..... ..,.a ,. ... _ .. r .. ..✓ <, r. ...n.. .... . , .7......a .. -.. ♦ i 4 n : NEW !VrXa'3�v��?Tc-1��' TO t) i 9 p, orA 1t lS tL 14 y C� p3 n fi U c� •L tb r k L.1t JrtldC: "C`: €" SHEAR WALL YS"ICAL BAR LAP SPLICES SHALL BE AS POLLOWS'fr #4 - 20" ; #5 - 26" ; #6 - 31 " ; #7 - 39" ; #8 - 51 " ; #9 - 65". DOWN% FROM PILE CAPS SHALL T&RMINATS AT THE BOTTOM LAYt 8 OF PILE CAP RSINKR.. CEMENT WITH A STD. 90 DEGREE HOOK. SECTION A - S 12 1/2116 V-/"I �C—P4, +i4 ...`f, M.R. ROOF SECTION @ - Sit 1/2 _ It—acr ®t ■ o T m luAda www y U uj v famm I'm uj vi mat uj immum i j uj c N ' I I� lu n� I uh I, ^ O Am WWI OM � I uj F fir., L 'rI I ;+Y •'ad i I' r xa't- v b.. e d r' .. L..: .> uc r''` .i`S':'°�4�: E"3 � 4} :� C ,i• •• ,'. e.v5,:. A.v �: � � � E ... • ..�_. , T.- ,..: v .bn .Y � .. ae. M..?Yi. { rn :. F„s.. d a, �i5b. nbwwx , ,n •�i. 9e rA ¢tryni rx ", [q.�.�I ,Y Yb9 $ Y c>E✓il t�?Z'3 ♦: "r 4'h 8,¢�;'.::,�"i �F 3 Jx .. Ui^4n M a .! 3 Ws $.%y... '<3+ rii .!x PA �^ ". 5 : ^J' � n�nY "�ai� N A - S I IAY. r it .. �0�y'Sf Ilk S� u a . . x... c,.... <.. C ..� \. nrr ,... . V . _ � z3"•,Ph,{.�1 .4r r.'. , .x .a `. ,. V ~<,., r.:.. s .:.s�..: `t ,r 6" GONG WALL �! 41 t2 "oc vERT 't•YP. GRD. o ajRo FL. a-= (O oc N %R12. INDIGOTES SGNEDUL�p GOL. REIL C+G fN e> GONG WaLZ �FSEAM P©GI<ET5 ELEVATOR SHAFT PART PLAN AT GROUND FLR. i, 2, - I'-o„ l5, j 1 F � K i "oC I<� T 5 CJ f _j•• 3At..�... P06 kI<7 Fog 'L35A Poc l<mr Foa 265 0 4 •115 17wL4s TO P 14 s 4 ILi+oia T A' x -7=o` <2 eA WaY , ?' 0 2 28 } Im K . DWL9. FROM WALL �0 3 O 2b2/2133 �i ti 4 N Ak N Y j 6� 4-4 �!••o L_ ELEVATOR SHAFT PART PLAN AT ENTRANCE CANOPY 1/2' = i'- O' ENTRANCE CANOPY NOTES BEAM AND SLAB POCKETS ARE PROVIDED IN THE ELEVATOR SHAFT CONCRETE WALLS SO THAT THE ENTRANCE CANOPY BEAMS AND SLABS MAY BE POURED LATER ALL BEAM AND SLAB REINFORCING SHALL BE AS SHOWN ON DWG S-7 EXCEPT AS SHOWN OR NOTED OTHERWISE COLUMN AND WALL REINFORCING SHALL BE C O N T T H R U BEAM ROCKETS u I i ELEVATOR SHAFT PART PLAN AT THIRD FLOOR I/2" = 1'-0., / 4'1' 4 DVv L5 1 Cc 00 6" GONG WALLS E5ELow Ieo�-x: To �-R 225S *22�3 i 4� 4 t 12'' 50"r e . •e , SECTION "A" I.. = I'- o 1. SHEET NIIµAER '5 of 15 0 w a o O P O Q r V w W 4 0 HLL Z= M_ V j m W M N N Q M K � Za W �a ^O O M N W 006 WW ZQ 0= 0CL Z Q J N SHEET NUMBER M-1 Of [2 I SHEET NUMBER Z1 M-2 Of 0 o Wk 7, 77,rx J-17 7 7 "Alt T" 4L KA �Qf In 'Mir, lot v ILI 1;10, n' "1as O 6 VIA AF, 20 big 1 11! tip + jelyr " 13X fi A T F1 dc 7 M.R GUARD HOUSE FLOOR PLAN MECHANICAL WAY Af igg K. TV SCALE t,4/4 fl 41; all m jr, A 0, An 1 V OWN lot wh - tH' ow, K!yQll aw gap ITS plot Its 17 lot: iA- a w oP 0 u VW Lu 2 za 44 SHEET NUMBER IM-3 OF N -'K Y ruJ 0' •Ioob GA�t-oN � t; -r;kN.K 13ELOW 4FAW U a ° _ o y N O P o O a W L V v� d W F- 0 W Z= V j m W W N N N Q m K i Za W �a N � N N � 0 z a A e` SHEET NUMBER E•-'1 0F L MOUNTWG HEIGHT 2 — t 10 COPPER 1 — t 10 COPPER FINISH GRADE IS' v" CLEAN COMPACTED FILL COMPACT IN 6' LAYERS MIN. POLE TO BE WITHIN 1/2' OF PLUMB - -Lr- _ 7= PRESTRESSED CONCRETE POLE CONCRETE JUNCTION BOX WITH TRAFFIC RATED BOLT DOWN COVER. BROOKS PRODUCTS 36 SERIES OR EQUAL. SUBMERSIBLE SPLICE POLE AND LIGHT DETAIL TYPICAL FOR SA & SB 30' MINIMUM COPPERCLAD GROUND 20'-0' LONG CONDUIT (S) 30' DEEP SITE PLAN - ELECTRICAL SCALE: 1" : 60'-0" NOTE : I lGi fINCi CON(IZDI.S SNALI.SE SIMII.A2 TO'fkE13UII,D1NCp L j6?kflNCj c0r4T201,157 yNOWN OQ (iHfi f 5-1 0 e N a bh(,j.,.� b r a b h a m 305.832_�79 LJI.�I.I d e b ay and associates consulting engineers 2725 n. oustrolion avenue MAR 3 1988: west palm beoch, florida 33407 a o a o _o 0 O P Q t/1 N N W v a W I• U - 0 LL Z= M_ W V J m M N N „1 Q m K Z Q W�Q r -o N n.t.s. SA - DEVINE #PCR 1522A-25OMH SB - DEVINE +PCR 1522E-25011,111-1 ZLe-"i b4h 1"41WI4 ►IT F'e- 1 an e'- °ri+ tt e' SHE ET NUMBER E — 1A OF O Q p{ N O P o O Vf a W W w a r o LL �N- 'Z= M_ V j m W W n N n Q OC Za W �e N N O Om n W 0 N Z a W v 0= WW ZQ om Z a H SHEET NUMBER E-2 OF o �Ca Q o / ,DO Q r wo d e I l a m 305-W2-5679 ��(-- and associaatlVes MAR /3//l 1 1988 oonsutting engineers 2725 n. auslalan avenue west palm beach. flondo 33407 F a 0 p� N O a P J � N LL^ V W V W w a r o LL 2 2 M V Wm O N N Q � Za W �a a N i N N SHEET NUMBER E-3 OF �I L .0 P r+ �' � 5 4 .. '� .:':, �M r...rl � M r{,,.. ... , [ , v... �+rY,W ry . ..- H , . ..1. h ,':.: . 3 rf .,.... ,. H}'J:.• . „- .:: : ., :: : x, „ru•-a ::.. �4e ,...:, '� *.„ ',x „ a. ., .::__ .... .. �i fi fN y,art. �1 _, ,. - _. _... . . : ,:. v I .. - f ..L .., r ... ,. n: :> :i. n-, <... , .a t,..r5 :i n ... �.. .. .. .., a'YL ',C" , ..... ..r... W ..: . .,. � ...'.0 ..[. ...r � u.. , n N i .... :+, � '::. i ✓ - . v. r.. x. .a •4. n.. .-! x n.w... P. ,. L � ..W e :.'S 'V N � O W w N H a w Q ❑ — O K N 0 O P H N W �6 !� W w o Hw Z= :i m w N N a`1 m Q m Z" W N r h � O N o2� b r a b h a m 905-832-5579 bda debay and associates oonsuBing engineers 2725 n. aishahan avenue W 0 N Z Q W V 0= H. WW ZQ �a Z Q J N 5 ET NUMBER E-4 OF FIRE ALARM LEGEND NOTE: THESE SYMBOLS ARE STANDARD AND DO NOT NECESSARILY APPEAR ON THE DRAWINGS SD SMOKE/HEAT DETECTOR --- CEILING MOUNTED TYPE WITH "LED" • OPERATOR (INTERLOCK WITH ELEVATOR CONTROLS) SD DUCT MOUNTED SMOKE DETECTOR WITH DUCT HOUSING. SUBSCRIPTS: (SUPPLY AIR DUCT) -- S (RETURN AIR DUCT) -- R SD SMOKE/HEAT DETECTOR - CEILING MOUNTED TYPE WITH "LED" 14 OPERATOR. OFIREMEN'S TELEPHONE JACK (MOUNT AT 48° A.F.F.) ��L`f�pl(�L_ =14 OSPRINKLER FLOW SWITCH MOUNTED ON SPRINKLER PIPE. OT TAMPER SWITCH MOUNTED ON SPRINKLER VALVE. OR REMOTE INDICATOR FOR SMOKE DETECTOR CEILING MOUNTED. ® EXTERNAL MULTI -PURPOSE RELAY FOR FIRE ALARM A/C SHUT- : � DOWN. I q �� N 9- W S CEILING FLUSH MOUNTED FIRE ALARM SPEAKER. T O FD VISUAL ALARM SIGNAL, 120 VOLT, RED LENS WITH "FIRE" WRITTEN ON EACH SIDE, WITH PIEZO SOUNDER. H� FIRE ALARM HORN OR BUZZER -SEE SPECS.; (SINGLE OR DOUBLE AS INDICATED) PASSPORT SCHOONER q LN PIEZO SOUNDER WITH VISUAL ALARM. 15 12 (F) q FIRE ALARM 8-BELL OR G-GONG. _ THERMAL (HEAT) DETECTOR -RATE OF RISE WITH FIXED TEMP. 9 SETTING. q (Q E EMERGENCY LIGHT TO READ "EMERGENCY USE STAIRS".� : I ❑F MANUAL FIRE ALARM PULL STATION (MOUNT AT 48" A.F.F.) 1. E ELEVATOR INTERLOCK. OGENERATOR STATUS -� @- MAGNETIC DOOR HOLD OPEN/RELEASE. 13 Iq \ IT rl lot ( L mm. Avo** .. asai re hgttwoarAA". � FLUORESCENT FIXTURE THERMOSTAT OUTLET -DEVICE FURNISHED BY MECHANICAL CONTRACTOR D O�-�''� II . � 120Q I" FLUORESCENT FIXTURE - ON EMERGENCY CIRCUIT TJ TELEVISION ANTENNA SYSTEM WALL OUTLET - UP 14 OR AS NOTED (PROVIDE FLUORESCENT BATTERY INVERTER ON EACH FIXTURE) U \ / ' II p TELEPHONE WALL OR FLOOR OUTLET - WALL OUTLET UP 18- OR AS \ \ �--y FLUORESCENT FIXTURE - SINGLE LAMP CDANNEL NOTED \ / D, \ � {1} INCANDESCENT OE DID FI:TORE - CROSS HATCH INDICATED E14ERGENCY �3©1 SAFETY SWITCH (3) NO. POLES, (30) FRAME SIM (15) FUSE SIZ[ Y CIRCUIT (N.P.) NON -FUSED \ -5-fo7 L ®` EXIT SIGN PYXTOR$ - DIRECTION AILROWS AS INDICATED MAGIIE^IC MOTOR £TARTER OR CONTRACTOR - (2) SERA SIZE `� rpy Ldr/+ 0 IIII,"` (QI (f{{) 18. ® LIGHT FIXTURE TYPE DESIGNITIOSI - SEE SCHEDULE iW ELECTRIC MOTOR - SIZE AS SHOWN \ C41 LI0� $ TOGGLE SWITCH - SPST, - UP 440 OR AS NOTED Q" PUSUBUTTON SWITCH(ES) - t k L • 1 $2 TOGGLE SWITCH - DPST, - UP 44" OR .45 "OTED ® ELECTRIC LICUTING AND/OR APPLIANCE P-NELSOAIU) $S TOGGLE SWITCH - 3 WAY, - UP 44" OR AS NOTED ELECTRIC EQUIPMENT - DESIGNATED AS SHOWN ${ TOGGLE SWITCH - 4 NAY, - UP 440 OR AS NOTED CONDUIT RUN CONCEALED IN FLOOR, WALL OR CEILING TOGGLE SWITCH - W/RED PILOT LSGRT INDICATING SWITCH °ON- - -U- CONDUIT RUN CONCEALED IN FLOOR OR UNDERGROUND (sot' $P t 21 I UP 440 --" CONDUIT RUN EXPOSED PARALLEL TO BUILDING LIMB 10 30A. `--' ( W. w'/ S H TOGGLE SWITCH - MANUAL MOTOR RATED WITH THERMAL O.L. 6 8 HOIIERUN TO PANEL'LINES INDSCATB NO. OF CIRCUIT CONDUCTORS $K TOGGLE SWITCH - SPST, - EST OPERATED `•. IZ TOGGED .SNITCH - N/D EMMER CONTROL - OP 440 OR AS NOTED Up INDICATES WEATHER PROOF BNCLOSURt OR COVER AS REQUIRED \\...i \"1� H I$ -e SINGLE RECEPTACLE - 120 V. - UP 120 OR AS NOTED C'YF 4 DENOTES GROUND FAULT INTERRUPTER PHOTO ELECTRIC CELL 12 t -•eD SINGLE RECEPTACLS - 120 V. - OP d2° OR A8 NOTED -DEDICATED - v PG. PULL CBAIN I Zt DUPLEX ADCEPTACLE .. 10 V. - UP t �2° OR AS NOTED TIME CLOCK DUPLEX RECEPTACL3 - 220 V. - TOP HALF 311ZTCHED - UP 124 OR AS NOTED 0 JUNCTION BOX — Je61JGIS HML0 ) gr FdTdrt5 L)Nr ® SYSCIAL PURPOSE OUTLET-N=% TYPE SUOMI (MATCHED EQUZPM=T TO (2) CEILING JUNCTION BOX BR SERVED) • E�Z= ELECTRIC STRIP BEATER ! FLOOR OUTLET - PLUSH t?/SINGLE RECEPTACLE 15A, 120 V. 00 DOOR CHINS (C) DOOR BELL (B) ,.� FLOOR OUTLET - FLUSH W/SINGLE RECEPTACLE SSA, 1220 V. - D DEDICATOR g ge CRT/CCNPOTBR WALL OR FLOOR OUTLET UP TO 18- OR AS NOTED 1409 FLOOR OUST - SURFACE ;I/DIiPLEX RCCEPTACLE 154, 120 V. I =@I,(I,DUPLEX RECEPTACLE Si/ISOLATED GROUND CLOCD 40M RDCDPlACLE - UP 10--D- OR AS Rom I \ I I ' OG o 111.1 � !� f; N. I I I D 1 '( 1 � o I 1, a I N u � T , �fi� u• F. .. ... -.... P .. .. .s r .. ...- ..-. r... t..... ... .. V i.. y R . t .a- tr.. . :x w.....k �� n... ary G. .,...xv a LY, .m v-• � �r?:, .,.. . ..n n _ ... .. ... .... . '...r... ..:,, pr M y 1 .. - .._ .... } . `. - a. 1 - �' � �•^ ,taw:- .... r .,.v--__-__.�e._�i Im�-_.Q_-..,.�.._.-i�'�) 5�.. as ,_ . -, �. - ..- ulna... _ raa� •,...._,."....nti_ .^-5 � -r1 ,� '�s�s.,,,a H a ° -o 0 P O 0� Vf n VW f� LU w � I�- ° L — Z V W N N N Q M Za w Da m1 Laon -o N rSHEET NUMBER E-5 OF n+ )� x• 5 � sm i� I: r. "�" „ V w TIwY I :r , 4$fr� h I 4 R W i? 1 i 4 k g U .... p .x M1 ., ' tiLSG.dk4. a.. v,..:a v<v, y .• { b..g 6.r ': rid ;fl.: r.< . n. 77 A :4.y Ma t t <....t. a. , '.. xYp, ,: .A.<w., r.. ry,,gry, ._-. ..� , v.: n r' <F:.:�' , I y.4 .<. .i:� ,<W:, h "„t ..V... 4 .. FS'.. ,... .a i.,. x i+12 i :' .M ,+?"✓ ,.. W I>�.�..: ,4.. r , ,,. m ,x.. „ a' LI®HTNING PROTECTION STST[M.i I � � � � � �'<• DOWN CONDIICTOA A GROUND DETAIL AT GROWS Y. OOWN CONDUCTORS !HALL CONNECT TO GROUNHE D RODS USING TRMAL c_oo cl � s' WELDS. RODS SHALL K ULOI MADE NR IN ACM$St LNMND. I/I 1.1 9,w �. \ ILL*. f wi s. I V Fe., I G, k ,...: \ ,., x IfIJ .v .., v ., P.' !I � ,Air , fix,.... .U,C,.n n._. ,S.�i 914!�I, rl6,ro •.u. Y MAR 31 1988 J.-P>OX a�-lT,' kl�f eiJILV'j. OtJI-1 � GN I � bKja deb Y m 305-832-5579 and associates consulting engineers 2725 In. oustralian avenue west palm beach. florida 33407 H a K N O 0A J r V W W w 6 I— o LL 2 M_ V O j m W W N N N Q � Y , Z" W �a N N Q On N SHEET NUMBER E-6 OF x I I o 0 O rn Q J N M Lu a H 0 LL �Z= M_ V m W m N (V Q M K i ZQ W Q -o oM N SHE ET NUMBER E-7 0F I �V 1 k ry X I o TI _ '� �O ��yrI ��• ' eE st? r ��yy.�XN�G r? sLr�.amI� �_�I�dRb2 ^o- �11iI e _kfi.ax _,.., c . ., tl. ✓ '-ni. '.., �yqa ,,. + .. � .,.........&.f. ♦ . .. _.s 4 , ALL PLANS ON THIS SHEET ARE 1/4" EQUALS 1'-0" UNLESS NOTED OTHERWISE. CONCRETE I MIN. ��••'•�n b•. Dla. r-jlut-ju I PIS JOINT W/ FLOOR G,. �i VI� �II��811 LD. I f • BITUMASTIC FILL k .,.. �._ _ .�_ - — �- -' ✓� I I •a x �... •� • y. a • e �. i,{ /��\� _ • _ �/\�/� i it GENERATOR INERTIA PAD DET, 1 GRADE ` '` =th ? � �- 24��x24°CONCRETE PAD. � ". CLEAN TAMPED EARTH 2VENT�--�'- OR SAND BACK FILL. ' 4�FILL PIPE �S,Y , ,-`""`."•.f_. `'�. OVERFLOW RETURN LINE ^� -SUPPLY LINE - r;JttlrK tt '' .0 i eVja� -PEA GRAVEL FILL TO I {� v s° B - TOP OF TANK., RAP Y v� -STRAP TANK MFGR.+"��'� ,�cl�Jkl't-d�lir�IJ r VENT PIPE--�� C ER FUEL TINES SIZED' �` L fit + BYMF�R. 4�-0 FLEX. CONN. 2 ENGINE , WIRE ROPE WITH 2 - —� ELECTRIC FUEL PUMP 1 gD - CABLE CLAMPS. RATED FOR PROJECT—� �� =I. p STRAINERb • b F.P & L. CO, VAULT TURNBUCKLES nor A � - a 12� MINIMUM � i COPPER SUPP.d RET. .p, SOLENOID I ( p SIZED BY MANUF, VALVE ECT. e. I/2'� 0 STEEL REINFORCING .. 6p ��.UI,-( sf:-, FlGl>'rId0w!!:o WATERTIGHT DAY TANK --T FILL CAP LEVEL SWITCH BARS 12��O.C. E.W. ALED ALED I r/ VENTLINE 120 V. EM. POWER '.I h.. ANCHOR BOLT -HOOK AROUND '. fg ,...x+r _.-.. .i I.,._.. west palm beach. Florida 33407 O — O O O P V ♦ J M V NSW a W 0 to 2 m Cie w r N (V Q M W Za N : En _a oM n SHEET NUMBER E-8 OF CONCRETE I MIN. ��••'•�n b•. Dla. r-jlut-ju I PIS JOINT W/ FLOOR G,. �i VI� �II��811 LD. I f • BITUMASTIC FILL k .,.. �._ _ .�_ - — �- -' ✓� I I •a x �... •� • y. a • e �. i,{ /��\� _ • _ �/\�/� i it GENERATOR INERTIA PAD DET, 1 GRADE ` '` =th ? � �- 24��x24°CONCRETE PAD. � ". CLEAN TAMPED EARTH 2VENT�--�'- OR SAND BACK FILL. ' 4�FILL PIPE �S,Y , ,-`""`."•.f_. `'�. OVERFLOW RETURN LINE ^� -SUPPLY LINE - r;JttlrK tt '' .0 i eVja� -PEA GRAVEL FILL TO I {� v s° B - TOP OF TANK., RAP Y v� -STRAP TANK MFGR.+"��'� ,�cl�Jkl't-d�lir�IJ r VENT PIPE--�� C ER FUEL TINES SIZED' �` L fit + BYMF�R. 4�-0 FLEX. CONN. 2 ENGINE , WIRE ROPE WITH 2 - —� ELECTRIC FUEL PUMP 1 gD - CABLE CLAMPS. RATED FOR PROJECT—� �� =I. p STRAINERb • b F.P & L. CO, VAULT TURNBUCKLES nor A � - a 12� MINIMUM � i COPPER SUPP.d RET. .p, SOLENOID I ( p SIZED BY MANUF, VALVE ECT. e. I/2'� 0 STEEL REINFORCING .. 6p ��.UI,-( sf:-, FlGl>'rId0w!!:o WATERTIGHT DAY TANK --T FILL CAP LEVEL SWITCH BARS 12��O.C. E.W. ALED ALED I r/ VENTLINE 120 V. EM. POWER '.I h.. ANCHOR BOLT -HOOK AROUND '. fg ,...x+r _.-.. .i I.,._.. west palm beach. Florida 33407 O — O O O P V ♦ J M V NSW a W 0 to 2 m Cie w r N (V Q M W Za N : En _a oM n SHEET NUMBER E-8 OF SHEET NUMBER E-8 OF 1"1 F-, r-, n n nn i► t 1 n 14.s 1 4,7 4,6 i �wpm �.,: :", »t �;, n., _; :a.. v a�,., .., �>� �.., .. .. _ .. .. ,... ., i.�. .._ �'a ., R�.. r y w2Ml,'i al �, . �� x i n ary • 9S T �, h".V 1s r ct . o ,.. „�F;Ct ..�..:-3 s_.�. srsa.,r'k«k..saa-.mat.:.r,..et�'il�'�.u"'Nd��e"bw.Nsri �": E'(u"m�,"Mo-�.�x>�+rv`n'r�i.i�'�`'"+ie�i�13� Pr..�: ,. _, �, t �d?�a�.�'.r�$,i'm .z �u` � �•a,_ 4._,; 1 1414I p's 4.1 _. ,.,: . .. y: �; <„-:, vj•., { .;:� F.+4r:k ^� ^s96o-+ s.p l.'r: ,,+.' ,.v y5, r., -M T� y$ �r. N: r.:, r.. ..''� Ax .�.,+yqy.�.. # nw ...c T v..., 'R �.. .. ♦...5 � r �... ,N r .5.r, .�. :. . ., d 4, .:.. , y.. Y'.at r Hy c i �� . 4�ix, 'K Sd'V.,. ✓nN' .�^,.ryy'ri I SHEET NUMBER E-10 OF CABANA FLOOR PLAN - ELECTRIC SCALE 1/4" : 1'-0" '3/4 'a., 2" x leg k (�� GUARD HOUSE FLOOR PLAN - ELECTRICA SCALE 1 /4" : V-0" 3C5-832-5579 kk I �AAR 'J '1 ""' I consulting engineers 2725 n. australian avenue z, west palm beach. Florido 33407 Y H a ❑ O 0 � O P JM `N u r U) V W w a HW U) _ o �z 2 2 M V ❑ j m W W N N fV W Q m K � Za e N , N —o �u W zQ Q a 0 z Q J SHEET NUMBER E-11 Of v f �tt it k N O {� z z � m I/4 sTo�v�. I ►,z `6 FLOW AW1N SrAlkN�— Ara C n I- i/RE spw/Nk%k #&AP /N " rags# uaurE Ar e✓FxY 0 RUN 1" 'fk56T WA4 N To rup,Cz CIO F10W 9tYi TGH b r a b h a f n 305-832-5579 f..Jllt.a d e bay and associates consulting engineers 2725 n. australian avenue west palm beach, florida 33407 -3 p LJ � `7 a ° -o O a P O Vf M " NSW W d Hw 0 N Z= V m � Wn N N Q M K � Zo W N M OM N W Z 4 W t� 0= H Cd WW ZQ 0 10 Z Q 5 ET NUMBER FP-1 OF I t SCHOONER REV. RPOkAKER 1A /z/f TYPICAL APARTMENT PLAN - FIRE PROTECTION (%Z stoe. TRADEWMWS -rRA514 chuTE a o -o p( N O O P O N � NSW v !� W w d r o LL N_ Z= m W N [V Q K � Za W �a N � N ^O On n IW y Z Q W v 0= W Z co a z a mi U) SCHOONER 2" 'rr i 6 0/� d e bays m 2� and associates consulting engineers 2725 n oustalion avenue O Q O p� N O P a N W V w 6 � o N M_ V o J m W W Vi N Q � C Za W �a —o on n F ,w v o= WW ZQ a Z a U rSHEET� NUMBER FP-3 OF n l� V fi ..c n Y .i..{k. .. _ a ry p .. y r. .0 t r...k. e49' w .. _t,., y ..,. >, < f. ,... -ate �. �. .. ',y'- ALL DUCTWORK ABOVE NOO► LEVEL BNALL BN IB Oz. CO/PER COUNTER FLASHING -- GOLDEN TO DUCT ROOF ING--� 'TOILET / DRYER DUCT a e 22" (TYP,) I DUCT aALV. 919EI, 5UR - pUC? ,PASSPORT } WIZ lox I G 12�oG�r�� rr� —� WjZl2x/- 4 ISo G�N\ 32,/6 IUxG _ I G��X�cJ III CRIN OPPER P IB O=. O O BIROBCREEN O \ 4° CANT l\ Ef CONCRETE BLAB Orr DIA. TOILET EXH. DUCT 2 H R. P-AZTED CHASE WALL. CONSTRUCTION CHASE DETAfL wV P MIN el CON I25 KI1 F,Iz VVAf0TZ �I�¢5 5 �o -6 SCHOONEKI WK I6><G 2AoG�'M 1 1 I4X�. W(z 16xr= - �t Z� M roil C " eo x i 7,5 GNJ GD 6K/o �x4 O '( 4 GD6x6 CF 4,x3 oG M 13p�{ MI►.4GNA51; 4'� AIM A /WIZ e4 x 8 34xS AAI6- CHA5E 01 IN 7 b r a b h a m 3C&832-5579 debay and associates consulting engineers 2725 n. oustralion avenue west palm beach, florido 33407 DI SHEET NUMBER AC-2 OF i4 I I f I. I l I I I I , `I Ij a a' I.. p. a i Y l .l, �r IIp I, X l � IIIIII k a, ,a 2�3'M ZLb CFM I Fa, W ME 0 W4� 12x�a 120CFM %* 12 a P y i 1 i 9 y •7C x"' Nfm b z l xry C .ry i�. •. 5 v4, aA'1 .aZ� � I r ^ Y k' 3 u�4 t44 t i4 ry, � x "F x 'f v' I R TRADEWiNDS i n 4 sr R WR Sox 6 y . 4/vO CFM <"b F y rl Boa N+ &x4 1A W1216x 190CR N 2Zxg we 14x8 160 CFM O 1 ✓^K�i �/ CD�X� I CD 15A& � 180GFM 1 i e_r _ 1 �dK4 28x8 I q^�� xa 1 14 D I I' 4 I 4 E a � (PC- 1) W2 00x _ z4o CFM F77o N LY t i1 —4... t` I i y G. 1 kF• Y ✓ x. K *`+•Fr x '. j Y i,gat�!� j�ta� �µr 1 . ° y m m o Z 3 Y V a W b r a b h a m 305-332-5579 Ql debay and associates consulting engineers 2725 n. auskalion avenue MAR 311988 1988 west palm ten, nonda 33407 SHEET NUMBER AC-3 OF p q x9 0 z m KIIMINIM I CFM 1,1v PEA 0PN/q I 412lx7 N1 ICI 11PA WTE11 \T(�1ZA1Z VAC-9- \--- —.I- U TZANSFEE Vur.r 1" ^1 L rr:f 1z)(12 P q x q A150CPM > 4Z5 CFM FWT M Fer, - 24Y.1Z , Zx A" AC - 70- "e �p ..... oa s .1 �Inl T 1.1004.0 sx It6. k r" . . 350 CFMD + ...... CD 12X I z "J 'j t SY < YZ 'A tv, GROUND FLOOR PUBLIC AREA AIR CONDMOM'NG K-7 I X ---v- 425 CFM b r a b h a m 105832-,%79 debay and associates consulting engineers 2725 n. austolian avenue west polm beach, florida 33407 Z SHEETNUMBER AC-4 OF MAKE UP WATER IIBV., 10 WITH CIO I �I�`y�8 A B f ..j I , 8 3/4 STEEL COUPLING WELD AT 300-450 ell; USE SCHEDULE 80 POLY TUBING INJECTION DETAIL m CIRCUL AT ING TOWER TMENT SYSTEM. MITCO CT-120 brabham ._jjL6j8j,557q debay MPR31 �9aa and associates consulting engineers 2725 n oustralian avenue west palm beach. Florida 33407 —J Ul a a O � O P O v JM N I— N U w v LLI R Nw 0 Z= Mtn V ° J m W M N n Q f K � Z` W N i N N o� n SHEET NUMBER AC-6 OF 4 A A I PI I 14, zi� P"A N"W.,�MWAEMMNOM�L� =7 W", f bcbbrabham debay and associates consulting engineers 27 west palm beach. Florida 33407 SHEET NUMBER P-11 OF a i IN z Of r7l�,�� psi TRADE W INDS r1 j wob r a b h a m 305-832-5579 la debay and associates consulting engineers 2725 n australian avenue west Palm beach, Florida 33407 a O a P a Nw N~V V W W d H o w N 2z: o m M oc w W Q " Z� W Y+ o M n W v 0= WW ZQ Alk a Q rIHE ET NUMBER P-2 OF M ■ r .e ✓� : � AT f 1 4 .k y i3 2 �p •�0. ` � } 1r �a C ryp, 4 " k <` t,? A MR yn M1 .0 r � ry b t t n Y x} Y r [A 4 . if f He i Ar 2 a k I %' �� z.S nyB�C ,M1r b +kE v r�rvuric DCXI debay and associate consulting engineers ,3 1 1 988 UY Q� K � Za W �a —o N o� N W VJ Q PPW ET NUMBER P-3 0F I N 06 Co �vv V brabham p305832559 bcb deba 31 1988 and associates NUMBER 4 ER cor sutting engineers 2725 n australlan avenge O F west palm beach. tlorida 33407 � N 9 p.G x'�gi� f 3{ } YAS Y �9F 4fi vik Jv x i iX� M9RP JM l ,I 1 Ibis i, . 4�bp 4If 1. A .. h Fx yI 3 a Xy� i 44 E t , Y /�py Yj d( Uvlf. l i s. n X 9 yF: 4p� .: A. 1 3L v} l n ✓ x r Y F � K _ n � � S. 4' � S �. i •: y T Mism N 0 N -O O n N I U)co vjW CI a z a J brabham x,5831 �19 sHE E r debay nd associates NUMB55 ER consulting engineers 2725 n. oustrolion o..enL,a O F ,... west palm bench ftQ6 y .. 70 F �c.:.,• n..q k,37 �,.,,..,.. ' M1 I'' WW ZQ Q a z Q mi i H E E T UMBER P-6 0F \,4 'qf, w 4, �A V1 �A w 14 rn-'i LU IT 0 '41 "y "RIC v0AM > RECI VENT T NT z 10 R A YV, DOR w-, w HT DO OVE INI UN ".4 All 4Z' CCESS PAN NOT I N CONTR ANCHOR T9 tj - - C� ..... JIDE win 0-.1 P SA UNION, w 4, FLEXIF i41z G ATE i"P 1 B E :GLO w "c' U R % 2� 1PR BALANCI sp� r V n "g, Q STRA Al" Aif �V IP 1 44 j DRAIN SIGHT OF DRAI CLEAN OUT 0 M 77 WALL HYDRA 06 AC t' SOIL VENT M10- LIJ �V t T 'q �COLD HOT WATER —0, Is RECIRCULATI 7-- f V �i 7;, HZ.1 113 HP I wn �jc SP43A J, Irk % 'A, �W I, 4Y ?NfTS ',A �j' g4_ 41 -16 n None" A�0 I W �V % I'M SMITH 2110 L R ON CAPACITY L ra'bham 305-832-5579 OCATED IN PUMP ROOM, STQ SI S H E 14 ROOMS bda d""ebay E T LST� At. and associates NUMBER JAY R SMITH zz5u v UrtL 0 JLUF L P-7 2725 n cluskotion avenue SHOWER. consulting engineefs 1 11 �111- () F I Iii A biwaimam. 1l; 'K west palm beach, flcxida 33407 mAR 3 1 IJbB AF 45167 27.93' N21027'27"W N21 I[ 1 � �SR SR p 0 l8' 13' 13' /8' 2c�,47' w 6 0 W ISLAND DUNES 011 ,o FHIC H/C H/C m m L.� N 282 00' 5:4 SR � 0 10' r /o' -flT 299' l8' 13' 13' /4' p S R 5'R m 282. oo' o m SGT 10' C fie T Y ti STATE ROAD A-1—A 30 20 10 Q; APPROX. MEAN HIGH WATER LINE SCALE IN FEET APPROX. DUNE LINE COASTAL CONSTRUCTION CONTROL LINE N.21041'17"W 986.46' 0 964.38 1 — ---------- — ------. -�y -----� SPA- u POOL DECK /PooL BUILDING #2 �� POOL CABANA lo' Ito, Q o' /o' /o' I I N.20023'08"W 630.78' (OVERALL 1246.42') IN N NOTE: /. PARKING LOT DIMENSIONS ARE TO FACE OF CURB (EDGE OF PAVEMENT) 2. BOUNDARY DIMENSIONS PER BOUNDARY SURVEY BY GCY, INC., (N' 87-3 - /084 DATED //-2.87) �0 n� 10_I— II I I I II i '1 ELT — 1o'I "'' 4 1 S DATE REVISION 7�/G�BB B/d , Dun�orions ��9iBB °6dZ CULPEPPER a TERPEN I NG,INC. CONSULTING ENGINEERS a LAND SURVEYORS FORT PIERCE, FLORIDA SEE SHEET ISLAND DUNES OCEANSIDE HORIZONTAL CONTROL )ESIGNED BY DETAILED BY CHECKED BY DRAW 8. C. D.W. DATE SCALE JOB NO. ? 2 88 /" _ 30, 87-71 3 or STORM DRAIN CHART -16 -13 SD 0 Type C Inlet SD Type C Inlet SD Type C Inlet 1-1.1111 Grate El. = 6.50 Grate El. = 6.50 Grate El. = 6.50 LEGEND Iyu NW Inv. = 3.00' NW Inv. = 3.001 NW Inv. = 3.001 SE Inv. SE Inv. 3.001 3.00' SANITARY SEWER CHART G7 INLET DATE REVISION ISLAND WON fm%HKICC SD-11 Type C Inlet Grate El. = 6.50' SD-17 Type C Inlet SD-14 Type P Manhole NW Inv. = 3.00' Grate El. = 6.51�1 Rim El. = 8.50' SS-3 Rim El. = 8.201 SE Inv. = 3.001 SE Inv. = 3.00' NW Inv. = 5.001 N Inv. =.3.00, NE Inv. = 3.00' NE Inv. = 5.501 S Inv. = 2.90, SD-12 Type C Inlet SE Inv. = 5.50' Grate El. = 6.50' SD-18 Type C Inlet SE Inv. = 3.00' Grate El. = 6.501 SD-15 Type E Inlet NW Inv. = 3.00' NE Inv. = 4.00' Grate El. = 6.501 SE Inv. = 3.001 NW Inv. = 3.001 SW Inv. = 3.001 SE Inv. = 3.001 E. Inv = 3.001 � DRAIN PIPE EFE� PERFORATED DRAINPIPE EX. TR. = EXF/L TRA rION TRENCH R.W.L. a RAIN WATER LEADER C.A.P. jr CORRUGATED ALUMINUM PIPE z EXISTING CONTOUR 750 x TOP OF CURB ELEVArlolv 700 z PAVEMENT ELEVATION CULPEPPER a OCEANSIDE TERPEN I NG,INC. SITE DEVELOPMENT PLAN. DESIGNED BY DETAILED BY CHECKED BY DRAWING NO. CONSULTING a ENGINEERS a. C. D-w LANDS RVEYORS DATE SCALE JOB NO. FORT PIERCE, FLORIDA 2-F-85 /'I= 30' 87-7/ 5 OF 10 AF le "No tliO "Ni q, Al" c eq !�i 4 u Fill MIIIIIIIIIIII1U u UIIIIIiIIII III III A ld-XIT111I R19VIflo ol TO BE RE.NO!/ED /9-t A r 70efUe- V 4— - - - - — - - - - - - - - - - - -- - - - - ------ _7 7 + 4� J 77 -141 L ------------------------------------- ---- _7 ------- ----------- z'e��15r eo,- ---------------------- L4' ,I SAVmDe'le e3O' TAPER195' s7alqwzG 50' 70 LII /001 DECEL & LEFT TURN LANE R/W LINE SCALE: 1"=40' RESTORE SWALE TO EXISTING OR BETTER pRveeX MOweN. 1734&j-7r 1wfRH1A1,6 YR1CRewI Dor 4 10 OW le;LL\ y ZIA&- 4 \5X 51 KIPI u LAYOUT SCALE: 1"=20' CONDITIONS r OVERLAY 54' 50' R/W LINE 4 12' 34+ 4' 2' 27'+ DECEL EXISTING t ROADWAY r�SOD RESTORE SWALE TO 14 ✓EXISTING OR BETTER --------- CONDITIONS 4V�'t ASPH. CONIC. 9"+ LIMEROCK I" ASPH. CONIC. OVERLAY 1 3�� TYPE S-1 ASPHALTIC CONCRETE 15715 BASE, PRIMED x/ " L MEROCK 4' P,,9Ve:;o SHOULDER MBER/AMBER RPM. OMPACTED TO 98% MAX ENSITY IN ACCORDANCE WITH AASHTO T-180 ION A -A ll� ISLAND DUNES OCEANSIDE STATE ROAD A-1—A IMPROVEMENTS SIGNED BY DETAILED BY CHECKED BY DRAWING NO. B.C. R'6 /-f DATE SCALE JOB NO. ?7-86 V= 40' 87-71 6 OF 1,10 NO. DESCRIPTION ELEVATION A INVERT OF WETWELL -5.00 8 PUMP OFF ELEV. —4.00 C LEAD PUMP ON ELEV. —1.00 D LAG PUMP ON ELEV. 0.00 E ALARM ON ELEV. 1.00 F DISCHARGE ELEV. n, 4.00 G TOP LIFT STATION ELEV. 8.00 H FINISHED GRADE ELEV. 7.50. I INFLUENT INV, ELEV. 1.00 . .... a v. .... r .. v v. .... "14 _ _.., ......., a.. ._ , l.,.i. r ..'ai:'<:. , ... ... '.. ,.✓ �` e Y....,. h. va'. �x . ., 4.. •,... . ... ... 4 v _. ,, t . ..a, ... .. n P er4: I -•e.,,r r! d: V"'tlr "a �Jn. § !. .{a a` na(, e � rv#r- . ,ap .r. afi . e , .l 11wm.M r. r .f••i +ry .rtal'�_n b- & insc. rPva • n4' w a virx'StiS�` n2 S.�i4fi.' m .�idnr �I4 :b n!'v: L .. . .. .M1 x . rv.. .r..... i a .. �. i �. ter, i I ,. i .. _I. r,. ,. .. �.. , ,v'. .: .... _ ,. ...a. r' :�..,.. .. _. Ala .k. �'. a. ... �{.. :.n... �`b .. _... .. d`tr• fi „t' '.a. n _ v..... �.. t , .... _., ✓ �:. ^s.... �.� .. b; >,_. Y.. "� Mi°l . ., a vvr $ a. ;. ,>, ...... ,.. .. ..,... _'r�r+"a &�''+b, ... .. �:{.•. v.._ a ..1i r:.. � ... e' 1! ,.,. �.. i .: u.. ..„.. .. ... a: .., ,. ... .. ,, ... r r , a:: h ,�_.� ✓ �.. v,..r. .bd. ,.. .. l.: ,.. ..-. .-,_.�. ..,,-,:«:..`-..: ... M.w4x rr o v. i. .."R.. i.'-:, .t ... _. 1I :,^ iSp a , °;Y:, aJti. d e .. „ 1„ r Yil , .a ,.x •. .:... ..n.. „.}.,. , nvi-s .y..e. r : .,.1.',:1. r .as .. . ..x. ..,. , ... ..I. : 5osu: _ �R......:=,O, .,. .,.r.. .n.ie ,. I•,r+.LL.. .f,, „'e:.t. .:z :F..5.sra.0S i: . , f r .,:. F i 4xF tj r 3 i{ 1, it NOTE: I. MANHOLE FRAME BI COVER SHALL BE U.S. FOUNDRY 33A OR APPROVED EQUAL. 2. PRECAST CONCRETE PIPE CLASS III WALL 1eB" CONFORMING TRAFFIC AREA TO A.S.T.M. C-76 OR 0-478 EXCEPT WALL THICKNESS AS SHOWN. CL OF RISER PIPE SEE NOTE I COVER MARKED 4x4x6e1 CONC. PAD GRADE POURED TO GRADE MA TCH EXIST. SURFACE ' {� ♦.� I loll - 3/811 GROUT ON �' Q' = °' BRICK INSIDES OUT b SEE NOTE 2 NOTE: CONC. PAD NOT REQUIRED �1•0.., 4 4', # a Roo. IN PAVED AREA. \ 6"MIN. CONCRETE ALL AROUND. \. _z = C.I. VALVE BOX AND LID. o' ONE CUBIC YARD OF CONCRETE ENCASEMENT. KEEP CLEAR .0 FROM HORIZONTAL PIPE. Ix N •' > SEE Pr V.C. MANHOLE 41-0 1 4"-450 P.V.C. ELBOW 6„ CONNECTION DETAIL I 611 HOLES 2" LARGER THAN PIPE O.D. °p PV.C. MAIN I RACK WITH NON -SHRINK GROUT Q; �� o 6"X 4*-45 P.V.C. W7E •� — — — — -- I-21-0" JOINT 6'-4" P.V.C. CAP 6" P.V.C. MIN. AT TERMINUS M4 - 12"E.W. STANDARD MANHOLE DETAIL CLEANOUT DETAIL WHERE REQUIRED BY EXCAVATED LOCAL REGULATION METALLIC LOCATOR TAPE TRENCH WIDTH SHALL BE INSTALLED FOR MANHOLE WALL ALL PVC WATER MAINS. FINISHED GRADE �BACKCUT OR / SLOPE TRENCH FINAL BACKFILL\ WALL TO TOP OF \ PIPE AS NEEDED FOR EXCAVATIONS SANITARY NON -SHRINK GROUT I DEEPER THAN 510"} SEWER (PVC) I� 12'(FLAT TAMP) L INITIAL BACKFILL SPRING LINE { PIPE ZONE (SIDETAMP) ASBESTOS CEMENT o HAUNCHING ww M.N. COUPLING WITHco RUBBER —RING SEAL w f BEDDING UNDISTURBED SOIL FOUNDATION ( MAY NOT BE REQUIRED) f �\ MANHOLE BOTTOM SLAB MANHOLE CONNECTION 6" O.D.OFPIPE 611 MINIMUM SIDE CLEARANCE 12" O.D.OFPIPE 12" MAXIMUM SIDECLEARANCE NOTES: I- FOR TRENCHES REQUIRING SHEETING, SHORING, STAY BRACING, TRENCH JACKS OR TRENCH BOX, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SUPPORTS. 2- IF THE MAXIMUM TRENCH WIDTH MUST BE EXCEEDED OR IF THE PIPE IS INSTALLED IN A COMPACTED EMBANKMENT,THEN PIPE EMBEDMENT SHOULD BE COMPACTED TO A POINT AT LEAST 21/2" PIPE DIAMETERS FROM THE PIPE ON BOTH SIDES OF THE PIPE OR TO THE TRENCH WALLS, WHICHEVER IS LESS. 3- BEDDING IS REQUIRED TO BRING TRENCH BOTTOM UP TO GRADE AND PROVIDE UNIFORM AND ADEQUATE LONGITUDINAL SUPPORT UNDER THE PIPE. A MINIMUM COMPACTED DEPTH OF 4 TO 6 INCHES OF SELECT EMBEDMENT MATERIAL IS REQUIRED. TYPICAL TRENCH DETAIL OATE7 REVISION CULPEPPER a TERPEN I NG,INC. CONSULTING ENGINEERS LANDSURVEYORSI FORT PIERCE, FLORIDA ISLAND DUNES OCEANSIDE SEWER DETAILS )ESIGNED BY DETAILED BY CHECKED BY B.C. Z). W. DATE SCALE JOB NO, 2 - Z-aB - 87- -7i I OF 45167 V LENGTH OF JACK B BORE E ROADWAY 6 8 I E R LENGTH OF CASING PIPE PER PLAN er^ PLACE EQUIDISTANT EACH SIDE OF ROADWAY rt SKID LENGTH SKID SPACING � POSITION SEE NOTE# 2 . SEE TABLE A+ I BRACE N� 6"'THICK PLUG SLOPE PIPE CASING AA� 'SKID ` DUCTILE IRON TO ONE END • PIPE. W/BITUMASTIC CARRIER PIPE(M.J.) EA. SIOE STEEL STRAP, NC)IAINAL PIPE SIZE DIA.,IN. MAX. SKID SR4dNG,FT. 4 4,5 6 6.0 B 7.0 10 8.5 L > 12 9.5 CABLE, OR CLAMP 7V- POSITION CASING PIPE BRACE CARRIER PIPE SKID TREATMENT 9 W/ WOOD PRESERVATIVE A -A NOTES: 1.- CASING PIPE SHALL BE ASTM. A 139. GRADE A PIPE OF A DIAMETER AND THICKNESS EQUAL TO OR GREATER THAN THAT CONFORMING TO THE FLORIDA D.O.T. UTILITY ACCOMODATION GUIDE. 2.- THE MINIMUM SKID LENGTH SHALL BE EQUAL TO THE MAXIMUM SKID SPACING. 3.- SKIDS SHALL BE SIZE TO PERMIT CLEARANCE BETWEEN BELL JOINT AND CASING WALL. 4.- PETROLEUM PRODUCTS SHALL NOT BE USED FOR LUBRICATION OR ANY PORTION OF THIS ASSEMBLY WITH CARRIER PIPE. 5. - SKIDS SHALL BE TREATED WOOD G.- WHEN THE PIPE IS OVER 12" SIX SKIDS ARE REOUIRED (Z60e JACK & BORE DETAIL 1-'0" MIN. UNLESS OTHERWISE NOTED ON PLAN, 2- 2 1/2" OUTLETS WELLCOMPACTED FILL. SEE NOTE i 1 WELL COMPACTED FILL HYDRANT (42" MIN BURRY). COLOR FEDERAL SAFTY -YELLOW 2 COATS. PUMPER CONNECTION 4 1/2" if /-FACING STREET FIN. GRADE AROUND HYDRANT. -� - SEE STANDARD o GATE VALVE AND - VALVE BOX DETAIL. 12" O AROUND N 6"M.J. HYDRANT TEE 6"ABOVE DRAIN I 3/,'THRUST SIZED ACCORDING TO MAIN. HOLE. TIES. THRUST BLOCK. DRALN HOLES MUST BE CLEAR c•'. b VISQUEEN IF REQUIRED I r 'ipy'. Q :_.ao'g o'. WATER MAIN. PROVIDE CONC. THRUST BLOCK 6" M.J. HYDRANT CONNECTOR USE 3/4"THRUST SEE NOTE *2 VARIABLE TIES WHEN VALVE M.J. SHOE (SEE STD. DETAIL 2.031b IS NOT IMMEDI- ATELY ADJACENT TO TEE. NOTES: 1- PROVIDE CLEARANCE PER HYDRANT MANUFACTURERS RECOMENDATIONS 21/2"MIN. 2- A FIRM BASE CONSISTING OF BAGS OF RIP RAP, SQUARE CONCRETE PAD OR COARSE GRAVEL (B" THICK) SHALL BE PLACED ON A FIRM LEVEL SUBBASE. 3- FIRE HYDRANT SHALL COMPLY WITH ANSI/AWWA C502, BE DRY BARREL " BR "BREAK -AWAY" TYPE WITH 5 V4" VALVE OPENING. 4- THE MINIMUM BURY DEPTH SHALL BE 42 IN. 5- HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH ANSI/AWWA C600 SECTION 3.7. FIRE HYDRANT DETAIL WHERE REQUIRED BY EXCAVATED LOCAL REGULATION METALLIC LOCATOR TAPE TRENCH WIDTH SHALL BE INSTALLED FOR ALL PVC WATER MAINS. FINAL BACKFILL\ I I� INITIAL BACKFILL SPRING LINE J f a o ¢ HAUNCHING :.. CO Ir- w BEDDINGrK \ :;\: FOUNDATION ( MAY NOT BE REQUIRED) / IMEN. I k177_ GRADE TT��/ BACKCUT OR SLOPE TRENCH WALL TO TOP OF PIPE AS NEEDED FOR EXCAVATIONS DEEPER THAN 510t 12"(FLAT TAMP) Lt PIPE ZONE (SIDE TAMP) iUNDISTURBED SOIL 6"WATER METER 6"OS BY GATE VALVE 900 (6") ELBOW 6" O.D.OFPIPE 6e' MINIMUM SIDE CLEARANCE 12" O.D. OF PI PE 12" MAXIMUM IDE CLEARANCE 36 MIN. NOTES: I- FOR TRENCHES REQUIRING SHEETING, SHORING, STAY BRACING, TRENCH JACKS OR TRENCH - BOX, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SUPPORTS. 2- IF THE MAXIMUM TRENCH WIDTH MUST BE EXCEEDED OR IF THE PIPE IS INSTALLED IN A B COMPACTED EMBANKMENT,THEN PIPE EMBEDMENT SHOULD BE COMPACTED TO A POINT. T LEAST 8"X 6" REDUCER 21/2" PIPE DIAMETERS FROM THE PIPE ON BOTH SIDES OF THE PIPE OR TO THE TRENCH WALLS, WHICHEVER IS LESS. 3- BEDDING IS REQUIRED TO BRING TRENCH BOTTOM UP TO GRADE AND PROVIDE UNIFORM!, AND ADEQUATE LONGITUDINAL SUPPORT UNDER THE PIPE. A MINIMUM COMPACTED DEPTH OFF, 4 TO 6 INCHES OF SELECT EMBEDMENT MATERIAL IS REQUIRED. TYPICAL TRENCH DETAIL FINISHED CONCRETE COLLAR ONLY WHERE VALVE BOX IS GRADE LOCATED IN SWALE AREA (TYP.) COVER MARKED WATER WNW 0 1/4" ROD, 6, C.1. VALVE BOX ADJUSTABLE SCREW TYPE o 5 1/4" DIA. SHAFT 0 Cr W V DO Li F- Q En > a? M.J.-NON RISING STEM CL O 0 P. V. C., ASBESTOS / CEMENT OR D IR -/ M. J. GATE VALVE WATER MAIN RESILIENT SEAT TYPE VALVE BOX DETAIL GROUT PIPE ALL AROUND = O B" ACK I I. AAI T (1F IITI I ITI F G PLAN F.P. U.A. MAINTAINED OS BY GATE VALV IIIIIiiigj W-ILM-P-7 • PREVEVTER P R 0 F I LE OWNER MAINTAINED E SPOOL 90°(6.-) ELBOW 12 MIN FINISHED 16"MAX GRADE 30" MIN. 8"x 6" REDUCER FLOW PREVENTER U.S. F. FOUNDRY 33 -A FRAME Q COVER (OR APPROVED EQUAL) RIM ELEV. = 6.64 BLDG. I RIM ELEV. = 6.64 BLDG. Z - BRICK TO GRADE IB„C.A.P. , - EXISTING /0" D. /. P. N� STANDARD PRECAST MANHOLE BASE CONFLICT MANHOLE 314" COPPER TUBING TYPE "K,' OR . SCHEDULE 40 P.V.C. 3/4 GATE VALVE7 z f NATURAL 'p GROUND a THE EXCAVATED HOLE FOR THIS INSTALLATION SHALL BE BACKFILLED TO NATURAL GRADE PRIOR TO DISCHARGING ANY WATER ON THE GROUND. CORPORATION STOP -AFTER SAMPLING IS COMPLETE, SHUT-OFF CORP STOP, REMOVE TUBING, AND PLUG CORP.. STOP WITH BRASS PLUG. DATE REVISION X 3 10-8 T DBAHFGa111 �/ WATER MAIN _ BACTERIOLOGICA RECY STTRAP TAPPING SBEDLE-A DWA THREADS L SAMPLING POINT r..:r F h 1. ALL construction shall be in d'k - s I' & AH T ]f prf 3; a requirements and specifications. >•x ,, �; ipp-'` r wF s, 2. Water main where specified as Polyvinyl hloride, shall conform to AWWA C-900, pressure Class 150, DR08) 3. Water main, where specified as Ductile Iron Pipe, shall conform to ANSI A-21.51 or AWWA C-151, and shall. be Class 52 for 8" & 6" DIP. 4. Polyvinyl Chloride water main shall be bluein color or have the words water ink. _; rmanerttL in blue _on three sides for the length of the pipe. %` +`T" _ �'F 5. Fittings shall be cast or ductile iron, standard body, conforming to AWWA C-110and ANSI A21.11, Class 250, cement Lined, and seal coated. 6. Gate valves shall be Mueller Resilient eat, Kennedy Ken -Seal or approved equal. Valves shall. conform to AWWA - C-509. 7. Water lines shall be laid on undisturbed ground, or ground compacted to 98% of maximum density in accordance with AASHTO T-180. Backfi Ll shall be compacted to 98% of maximum density in accordance with AASHTO "::T-180. The contractor shall submit certified density tests as requested by the engineer. oi 8. No field changes or deviations from desi n to be made without prior approval of the eng W . «.„', 9. The contractor shall contact the engi eer, Florida Department of Transportation St. Lucie County, Southern Bell, AT&T, and Florida Cable TV and Florida Gas a least 48 hour prior to commencement of construction for coordination of any utilities. i 10. Traffic control, barricades, etc., shall be in accordance with the Florida Department of Transportation standards, 11. Minimum cover shall be 30", pipes with cover !tisa, ivhar�.�p': shall b concrete encased Cover on mains within State , + c4 MOI , FW '� `'• na Road A-1-A and up to the meter shall be 36" x <Y 4 s 1x `i . Vim: +�° t "9s'�,,�,,,•�. ®'"� aR,. 12. Sewers crossing under water mains shall be Laid to provide a minimum vertical distance of eighteen (18") inches between the invert of the upper pipe and the crown of the lower pipe . Where this minimum separation cannot be maintained the sewer main shall be encased in concrete for a length of fifteen (15') feet each side of the point of crossing. 13. Disturbed areas within State Road A-1-A shall be restored to their original condition. ALL unpaved areas disturbed during the construction shall be seeded a d mulched in accordance with Section 570 of the Florida Department of Transportation specifications. *1y L ta$ �YjW111- 15. .� 14. Existing utilities shall be field v�rif ed by the contract Water main shall be tested and approved in accordance with the latest applicable Florida'De'par (pent of Environmental Regulations and AWWA requirements. Test shall be AWWA C-600 for Leakage and B-300 for disinfection. 16. The contractor shall be responsible for maintaining existing utilities to Island Dunes Condominium. 17. The contractor shall furnish as -built information to the engineer, including locations of all tees, valves, etc. 18. Service taps shall be placed approxiiNtelty ten feet away from gate valves, as shown, for testing. Following testing and sterilization of waterline, contractor shall place a brass plug in all corporation stops. Curb stops shall be removed. Contractor shall be responsible for all water tests, as per Cardinal Industriesscope of service. 19. Mechanical restraints to be used on all fittings. No thrust blocks to be utilized within the system. 20. Where a water main is to be installed below a storm drain pipe a minimum of 6 inches of vertical clearance between pipes shall be maintained unless otherwise directed by the engineer. 21. ALL domestic supply mains, including feed line from the meter to the building shall be tested at 150 psi. Contractor, after test to cut in meter assembly unit. 22. Fire mains shall by hydrostatically tested at 200 psi for a period of two hours. 23. The contractor shall construct the building service Lines to within five (5) feet of the building. 24. Fort Pierce Utilities Authority shalt be notified prior to any wet tap of the 12" water main on State Road A-1-A. (24 Hour. mini mum notice required.) � 1 TERP � i . � XN_ � e u'�u'4��"u��'iJx'�•. ..i`:;' r p.�, ,.. 01. .. a 4 ra •.: .::1: ,:. ... ,. to ... .. . .. , ... ..a r Mrt ...... ,,. , .. Y 4n: +r. .m r, , ... \C s x � n .., ..:.: . a . ... ...or .. .. . _ .. x .,c« er .. . i. ..:. .: I ,?.: , �. I M I a.: lr I� I M iir .... i, -'' s 1v4.: :.., ':v.. = '. ., :. ... . - ✓.; . >.r ., ,`:; ., l: Z b, b I I I I ! — . '., — ,I i b I ,.. _ _ I ; I �.ILL I I 1.1 .. ,. — , 441 I . . . . a I — — — — I ',. r 11, I 1. I _ _ r I F I� � 1 I , {-• ;. .. t }----`. _— _ Y-I t 4 r �. I } I t 1 .. � r , I- r , , , r I � � . ..: „ ♦ r.. a � � Ii'. I r r ! SEWER MAIN PROFILE , : II I 1 !a I I I I I ! , I 'I I I i r , _ I 1 , v ,,. ♦ ♦. , a -, ♦ , 3 .. n rf.♦ r _..:. r ♦ ,.. ♦ _ 3. _v r , , .. f • i a..., 1 a r T t 1 a + a 4 ♦ a ♦ y a ♦ .c a . a. a rf. r .. , a ! M 1 t o I .N .:. z4. I + + 1 • .. . ♦ lr ♦ :. ♦ +I .... , r f' h ♦ :. , ! ,_ t a , .. I a: «: . n. ♦ a .. n «. :. .. q. ( Y t � Yt'I x ' " 5 - I a ♦ _ a 1 ~ .41 b Lit, JW IV = « , i a } 1 1 •. ♦. , _ ♦. a a r _ �« f a , a' -r ♦ :: .. .. 1 t ,.. .a vl I a 3 r « ',a+: r „ a ✓ « . ': . « 12 .. . a •1. r- ...♦ r , r .Ft h + Ar r.. ♦♦:{ 7 r 1 a SA Sn� � � I DATE REVISION Y I♦1 1 GUARDHOUSE SERVICE PROFILE aMae Y a" rr , a . .,..1 :.:. rIr u , . !,• } 71.r p R 4tlV :. �v s x .e ,. ,,,,, ., - :.. .. a .l.. A ,+y: ,1.• e: r n. 4ro� Y's . .a. 'x-•,'. .'a f ,. .. . nr nR J L, rl r . 1 W:a. r. ,:r'+ ]r... fl y . .. ., . .. .." ..: „R : . r � � T�iY.ly �•+iii�'`. _....dk0 � N-r"Yff .... A."pti "PS OP'l 7�-7:7p 177 IM-7 4 P 7177- '1"4 141 w, wil 1 111 11 Im 111111111 it Olson" TYPE INLET IONS .DIMENSIONS m Ay. ISIZE I R. C. P. A 1 8 1 C I D I E C 21-0' 3'- 111 21-4! S-d' I I" i 18 E 3-� 4 6 3 4! 4'-4' 1'- 5" 1 30 E MODS S-d' 41 - 6" 3-4: 4-4 1-5" 48" 1 11'4, z AL 0 C ASPHALTIC CONCRETE (ii u- NOTE: (I) SEE STD. PLAN FOR DETAILS WHEN 2 2 V2 USING THIS TYPE INLET W11i VALLEY TH BASE (4 " L 1AfEROCK OR CEMENTED COQUINA)GUTTER ROAD SECTIONS PLAN Oco 0 SUBGRADE (8 " THICK, FBV = 75 P.S.I. (2) FOR MORE INFORMATION SEE D.O.T. j STANDARDS INDEX NO. 232. A COMPACTED TO 98% DENSITY PER AASHTo r-18o 53A" GRATE 21/4 2 GRATE PARKING SECTIONl1 GENERAL NOTES on 2" CL. BEVELED EDGES ALL EXPOSED CORNERS AND EDGES TO BE. CHAMFERED 3/4" w Joo -m 4 BARS FOUNDATION MATERIAL: WHERE MATERIAL UNSATISFACTORY- FOR FOUNDATION > CARRY W�LLS DOWN TO 48 h I IS ENCOUNTERED AT FLOW LINE, OMIT FLOOR AND C E Kpi SATISFACTORY FOUNDATION. BACKFILL TO FLOW LINE WIT, CLEAN SAND. 1A r:.GI .RATE CL 2 tor BARS ii4 16, GRATES: CAST IRON GRATES IN ACCORDANCE WITH): FLA. D.O.T. SPECS. co —4 C'4 4 SINE GENERAL NOTES SECTION �"M % MIN. CATCH BASIN DETAIL 4flN. f N lit NOTE: PAVE ENT, BASE, St'18GRAIDE A ND CURB CONSTRUCTIO/N SA, I E AS PARK NG LOT. 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