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Home My WebLink AboutSingle Family - Bruce Anderson 336560 Mum 0� mow Owwmnm C1iS (AS) 97-1100 o tS/JC"!• y) 9784898 "JFrQ300 VIRGINIA AVENUE 701tr PWWCI 7 gU4(4 33450 NAVERT L. FENN, District No. 1 • F F GREEN, District No 2 • ]MAURI E SNYDER, District No 3 • R. DALE TREFELNER District No 4 • BILL PALMER. District No 5 December 14, 1982 Mr. Dimiter Stoyanoff Architect -Planner, Inc. 1055 Ocean Boulevard, S. E. Stuart, Fl. 33494 Dear Mr. Stoyanoff: In your letter of'December 8, 1982, you described a certain parcel of property on Gilson Road and inquired as to whether a single-family dwelling could be constructed without a variance. This letter will confirm that a building permit for a single- family dwelling could be issued for the property you described, assuming that all applicable construction code and zoning requirements are met. If you need additional information or clarification, please contact me. December 8, 1982 J. Gary Ament County Development Coordinator 2300 Virginia Avenue Ft. Pierce, Florida 33450 Dr. Mr. Ament: Enclosed, please find a boundary survey for some 37.727 acres. My client, Mr. Andersen has sold half of it and has retained the area lined in pink for his use. have been commissioned to do.a residence for Mr. and Mrs. Andersen. The tract east of Gilson Road has 100' frontage and the little triangle across the road has 400' frontage. Andersen also has right of access in perpetuity of a strip of land having 123.20' on Gilson Rood (marked in brown) . 4 cLcyl��a�n c a!«ektCra�clnl�. (//(AJ We would like to be able to apply for a building permit for a single family residence without going through the Variance proceedure. Your prompt reply would be appreciated. Sincerely yours, Dimiter Stoyanoff a,» t (4-rt4 T E R S T M A r c h i t e c t - .E. •Stuart, Florida P l a 1055 Ocean Boulevard, S e m b e r A m e r i c a n 0 Y A N O F n n e r, I n c 33494 • (305)283-7512 n S t i t u t e 0 f A r c h i t e c t S s ARCHITECTS AND/OR ENGINEERS AFFIDAVIT Southern Standard Building Code as adopted by St. Lucie County Board of County Commissioners - Section 105.6B The plans submitted for Mr. and Mrs. Bruce Andersen Name N.W. Gilson Road, St. Lucie County, Florida Address conform to the laws and to egress, type of construction and lans and design conform to the o strength, stresses, strains, to the building official on , a certification that the accordance with the requirements By Arc" 016164 1 hitect or Enginee general arrangement, and the p requirements of this Code as t loads and stability. I further agree to submit the completion of the structure structure has been erected in of this Code. i DA SPATE OF FLORIDA DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES APPLICATION FOR SEPTIC TANK PERMIT AND FINAL INSPECTION FORM Authority: Chapter 381, 386. 387, FS Chapter 10D-f;FAC Permit Number C) D S' I i� Name of Applicant Bruce D. Andersen Telephone No. (305) 566-4941 Mailing Address of Applicant- N.E. 6th Ct., Ft. I anrlprrlalp, FL't 04 To Be Installed At: (Give Street Address)* Gilson Road Lot No. N/A Block No. N/A Subdivision N/A Plat Book 11/A Page Nr/A Size of Lot: 17.5 AC. BY - No. Living Units 1 No. Bedrooms 4— No. People Type of Business N/A No. Toilets No. Wash Basins No. Employees Total Square Feet in Building 'Note: Attach Site Location Map and Other Supportive Documents _ Signature of Applicant SITE INFORMATION AS Agent Distance to Sanitary Sewer N/A Distance to Stream, Lake, Canal _ 240 Distance to Public Water Supply N/A Distance to Private Well(s) 75 ' Rainfall Data: Is Area Subject to Flooding ? NO Does Site have Good Natural Drainage? Yes Which Way Does Lot Drain ?__ Easterly Any Perimeter Ditches ? No Depth of Ditches—�llA Is there Standing Water in Ditches? Depth of Water in Ditches Distance to Nearest Residence (North400 East— South 4nn West �A I Are Buildings in this Area on: Septic Tanks —Sand Sand Filters Other Any Known Drainfield Failures in this Area No SOIL PROFILE AND PERCOLATION DATA 12^ 0'.-1' Fine White Sand Water Table AtNot-Enc2p�gr_e -- h 24• Hard Pan At N/A Inches _ 1'n -3' Finp Whitp with Trace of Gray Clay At�lnches i ¢ 3V Muck Al Inches use 3'0 -4' Fine Licht Grawith trace —N/A Of other At Inches' m 4�Q coarse rown anv Soil Classification:— IV so^ 4.3' _5' S' I i ght (rani Ma ii nm Sand Percolation Rate: 0 Min. 8 S _ / Inch 5.5'-6.5' Dark Brown Medium Sand INSTALLATION SPECIFICATIONS Septic Tank Capacity: Drain Tile (Linear FIT Dosing Tank Capacity: Sand Filter Size: (Sq.Ft.) Grease Trap Capacity: Absorbtion Bed Size: (Sq.Ft.) Perforated Pipe: (Linear Ft.) Lateral Drainfield Size: (Sq.Ft.) Other Specifications:_ RECOMMENDATION: Approval Disapproval Signature of Sanitarian County Health Department FINAL INSPECTION DATA Date and Time of Inspection Type of Tank(Concrete, Fiberglass, Etc.) Size Tank Installed T rainfield Size No. Tile Feet Dosing Tank Size _Grease Trap Size Sand Filter Size ---- Who Made Installation — RECOMMENDATION ' : Approval Disapproval HRS—H FORM 4015. Au78 (Repla Sae-42e) L. / o FEfC Signature of Sanitarian SEPTIC TANK CONSTRUCTION PERMIT ,a) Insta3ation must be in accoid with requirements of Chapter 100.6, fkuida Administrative Code. ,b) Final -nspection required before work is covered. (c) Permit void if not used within one year. (d) Aooroved installation does not Guarantee performance. (e) Other I /1Z PERCOLATION TEST REPORT 1 CC DATE:- 7/26/83 CLIENT: Bruce D. Andersen LOCATION: Gilson Road See Attached Drawing No. 81-3-4236-03 NOTES: 1. There is no evidence of any private well within 75 feet of the proposed septic tank location. 2. There is no evidence of any public well within 100 feet of the proposed septic tank location. 3. There is no public sewer within 100 feet of the proposed septic tank location. 4. Proposed septic tank location is not located within 50 feet of the high water line of any lake, canal, stream, etc. 5. There has not been any appreciable fill placed on septic tank site within the past six months. 6. Septic tank and absorption field shall be a minimum distance of 10' from any water supply line. 7. Proposed septic tank and absorption field to be sized and specified by St. Lucie County Health Department. 8. Water table Ejcotn - d feet below ground. 5 Full 9. Proposed building will have 4/2�- bedrooms/bathrooms. 10. Wet season water table 3 below ground, Source Estimate DATE: 7/25/83 TEST STARTED: 5 : 3 0 A.M./P.M. and water level maintained 15" below ground elevation for a minimum of 15 minutes. DEPTH BELOW ELAPSED GROUND LEVEL TIME 15 - 16 0 Min. 7 Sec. 16 - 17 0 Min. 7 Sec. 17 - 18 0 Min. 8 Sec. Total time for 3 inches fall 0 Min. 23 Sec. Average time per inch fall 0 Min. 8 Sec. SOIL DESCRIPTION DEPTH DESCRIPTION See Attached Soil Profile Data I HEREBY CERTIFY that the above information was obtained under my direction as shown in accordance with CHAPTER 1OD-6, State of Florida Department of Health and Rehabilitative Services - Division of Health - Standards for Individual Sewage Disposal Facilities. lr'r1Z 2G R' ar l [9. Bussel R. , S, h orl a ReglAration �o, 3858 SCALE LHUTCHEON ENGINEERS NOTEEOOK ' 1 M C O R / O R A T S p NO, PG. CIVIL ENGINEERS 6 SURVEYORS STUART NEST PALM BEACH BELLE GLADE ATE �2Ce/goj - s/1EET FILE t DRW1�3 4 172 Of 2 L-7-- FORM 902 P+JB GRAHAM, GOVERNOR LORIDA MODEL ENERGY EFFICIENCY CODE FOR BUILu CONSTRUCTION SECTION 9, 9H POINTS METHOD DEPAR AFFAI CLIMATE ZONES PROJECT NAME �rJLLKS!J �-'.�I «x='i<J-�JURISDICTION AND ADDRESS Gilson Rd., St. Lucie ZONE _ BUILDER D.I.C. 229-3866 (30- - PERMIT NO. OWNER Bruce and Sally Andersen JURISDICTION NO. F-1- I STATISTICS RENOVATION ADDITION El MULTI -FAMILY IF MULTI FAMILY, NO. OF UNITS COVERED BY THIS CALCULATION: QM (SEPARATE CALCULATIONS REQUIRED FOR EACH WORST CASE UNIT TYPE.1 SEC. H901.1 GLASS AREA AND TYPE CLEAR TINT OR FILM FT—MSGL❑ 11_=]SGL11 2 4 DBL CI 1 DBLM r GROSS WALL AREA AND INSULATION CONDITIONED _CEILING INSULATION FLOOR AREA UNCEP, c -•r! SGL. ASSEMBLY �-- 1 r —T-i IL COOLING SYSTEM PRIMARY HEATING SYSTEM PRIMARY HOT WATER SYSTEM CENTRAL NONE El UNITARY EER SEER = 13TRIP ❑ GAS ❑ NONE OIL Q SOLAR E] MEAT PUMP: COP = ❑,❑ OTHER:— RESISTANCE SOLAR u HEAT RECOVERY GAS DED. HEAT PUMP: COP � OTHER: — MAX. E.P.I. ALLOWED (from 9A): QSGL�•�j CALCULATED E.P.I.: Cl��_ HECK IF COMPLY N GBY -ALTERNATE PRESCRIPTIVE COMPLIANCE APPROACH" (SEC. 903.11)* !� AT CERTIFIED BY: FORM COMPLETION DATE / / I r a nt) r � V � CHECKED BY: (building o(ticiail - i-. .:!THIS DATA IS TO AE SEN TO DCA BY THE LOCAL BUILDING DEPARTMENT. 9A MAX. E. :IrALLOWED (CALCULATED E.P.I. MUST NOT EXCEED VALUE SHOWN BELOW) _ CONDITIONED _ FLOOR F.,R':A -- -- BASE E P 1 90T- 0-900 ,1t00 -- 120 115 1101- 1301-i 130�i ----- 110105 15011701- 1901 2101 2301G, 1700_I 1900 2100 2300 ABOVE ' .__._.—_.T---------------- -L --------- 100 9590 85 80 A/C EFFICIENCY ESS THAN 8.0 EER/SEER (7.5 HEAT PUMP) (as of October 1, 1982) -10.0 0 IF -FAMILY: COMMON WALLS (maximum of 5 points) - 2.5 V DEDUCTIONS -MULTI 1:- PAU T1.CANgILY: I`! MMOn1 CE:L! rn ._..r: !_. FLOOR r...i..'..... of 90 _o TOTAL DEDUCTIONS BASE E.P.I. DEDUCTIONS MAX. E.P.I. ALLOWED COMPUTE MAX. E.P.I. ALLOWED — 'RESIDENCES WHICH COMPLY WITH THIS CODE BY THE "ALTERNATE PRESCRIPTIVE COMPLIANCE APPROACH" (SEC. 903.11) ARE REQUIRED TO MEET OR EXCEED ALL MINIMUM PRESCRIPTIVE LEVELS INDICATED BY SHADED BLOCKS ON THIS FORM, AND ALL OTHER APPLICABLE PRESCRIPTIVE REQUIREMENTS LISTED IN TABLE 9B. THE E.P.I. FOR A HOUSE COMPLYING UNDER THIS METHOD IS NOT CALCULATED BUT WILL BE THE MAXIMUM E.P.I. ALLOWED FOR THAT HOUSE SIZE AS SHOWN OIN TABLE 9A. THE STATISTICS SECTION ABOVE SHALL BE COMPLETED AND SUBMITTED TO THE LOCAL BUILDING DEPARTMENT. 913 PRESCRIPTIVE MEASURES tCHECKLISTI INFILTRATION: windows/doors 903.1 _ HVAC DUCT CONSTRUCTION 903.5 WATER HEATERS - ASHRAE LABEL 903.2 PIPING INSULATION_ 903.6 SWIMMING POOLS 903.3 _ _ HVAC CONTROLS 903.7 SHOWER FLOW RESTRICTORS 903.4 HVAC SYSTEM EFFICIENCY SECTION 903.8 CEILING INSULATION 903.10 FORM 902 RESIDENTIAL CALCULATION CLIMATE ZONES 4 5 6 COMPONENT to J CONCRETE R 2.7 - 3.9 R 4-5.9 R 6 & UP Q ?� FRAME OR BRICK VENEER R19-25.9 R26 & UP COMMON WOODOR IV INSULATED --- O STORM DOOR O _ COMMON 0 UNDER ATTIC R'19 .2119 R22-29.9 _ R30 & UP z J_ W. V SINGLE ASSEMBLY NO ATTIC R 6-7.9 _ R 8-9.9 R10-11.9 R12-18.9 R 19 - 21.$ :. ; COMMON R 0-6.9 w R 7-10.9 U WOOD R' 11 - 18.9 05 p R_g_a—UP__ w Z CC O OF R 0-2.9 OZ R 3-5.9 JO__ LLz. ... A 6-10.9 g:1T.-18.9-`-'d D CONCRETE w R19 & UP O COMMON WINTER GROSS I WINTER AREA x WPM = POINTS SUMMER GROSS SUMMER = {JOINTS AREA x SPM 14.5 GPO 12.336 1 11.4 -33 8.4 2P5o 1 2.2 .8 _ _ 6.5 7 19 1 2 8_ 3395 6.8 23ou_ OR AREA SGL N �°v^ 101.E (o(-7 101.a NE E 3 _101.' a101, = SW l W 2 t.r. N a _ NW 2 a �i H I1(o3. H TOTAL GROSS WINTER POINTS eA,-7503 TOTAL GROSS SUMMER POINTS 3 16?,JC R = 3.5 1.15 R = 3.5 -- 1.15 F F R=5A 1.12 R=5.0 1.12 V J p R = 6.7 1.09 R = 6.7 1.09 ' 24-7503 1.00 24TSo3 ". 3G5,1� 1.00 3GS8► SPACE HSM FROM 9G 2�}"1503 x 1.0 CSM FROM 9H 0,�5 r2'l,7 2 ?$07j 4 DIVIDE BY C2 3�..� (FLOOR �U�ZISUMMER nIy IDE BY �j �. G� 2 �503 6g�2 (WINTER FLOOR AREA I POINTS AREA]�3��V2� POINTS CALCULATE E. R 1. WINTER POINTS SUMMER POINTS HOT WTR PTS CREDIT POINTS PENALTY POINTS ✓17' + �,%�� V Z- ,L (907 + (9C) + font+ (9E1'"" FEWER TOTAL POINTS ARE ENCOURAGED FOR MAXIMUM ENERGY SAVINGS 9C DESIGN CREDIT POINTS (CP) 9D HEATING SYSTEM CREDIT POINTS CEILInFAN IN COND SPACE (max 5 CPI 1 ' MULTIaJNE A%C SEPARATED BY DOOR NATURAL GAS/PROPANE HEATING CROSSVENTILA 1ION (1 CP per room) 1 � 12.0 OIL HEATING WHOLEHOUSE PAN (min.1.5 c(m/s:L) 5 1 9.6 WOOD3SrOVE FIREPLNCE with outside combustion air z 9E DESIGN PENALTY POINTS 9C TOTAL (not tD exceed 12 points) WASHER AND DRYER INCOND SPACE 3 TOTAL GLASS OPENS LESS THAN Z 3 40% FIREPLACE W' INSIpE COMBUSTIONAIR � 5 FORM 902 CLIMATE ZONES 4 5.6J I Q F WINTER OVERHANG FACTOR (WOF)l FEET N NE E SE S SW ---- W ---- NW ---- ------- 0-0.9 ---- 1.00 ---- 0.98 ---- 0.92 ---- 0.74 ---- 0.77 0.90 0.96 1.00 1-1.9 1.00 0.98 0.92 0.75 0.78 0.91 0.96 1.00 2-2.9 1.00 0.98 0.93 0.77 0.81 0.92 0.97 1.00 3-3.9 1.00 0.99 0.93 0.81 0.85 0.93 0.97 1.00 4-4.9 1.00 0.99 0.94 0.84 0.86 0.94 0.97 1.00 5-5.9 1.00 0.99 0.95 0.87 0.89 0.96 0.98 1.00 6-6.9 1.00 0.99 0.96 0.90 0.92 0.97 0.98 1.00 7-7.9 1.00 0.99 0.97 0.93 0.95 0.98 0.99 1.00 8-8.9 1.00 1.00 0.98 0.95 0.96 0.99 0.99 1.00 9-9.9 1.00 1.00 0.99 0.97 0.98 0.99 1.00 1.00 to-10.9 1.00 1.00 0.99 0.99 0.99 0.98 1.00 1.00 11-11.9 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 12 UP 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 (OF ISUMMER OVERHANG FACTOR (SO FEET N NE E SE S SW W NW 0-0.9 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1-1.9 1.00 1.00 0.99 0.99.0.98 0.99 0.99 1.00 2-2.9 1.00 0.98 0.95 0.93 0.92 0.93 0.95 0,98 3-3.9 1.00 0.95 0.89 0.87 0.86 0.87 0.89 0,95 4-4.9 1.00 0.92 0.84 0.81 0.81 0.81 0.84 0.92 5-5.9 0.99 0.88 0.79 0.76 0.77 0.76 0.79 088 6-6.9 0.99 0.85 0.76 0.73 0.75 0.73 0.76 0.85 7-7.9 0.99 0.83 0.72 0.69 0.73 0.69 0.72 0.83 8-8.9 0.99 0.81 0.70 0.67 0.72 0.67 0.70 0-81 9-9.9 0.98 0.79 0.67 0.66 0.71 0.66 0.67 039 10-10.9 0.98 0.78 0.66 0.64 0.70 0.64 0.66 0.78 11-11.9 0.97 0.76 0.64 0.63 0.70 0.63 0.64 0.76 12 UP 0.97 0.76 0.63 0.62 0.70 0.62 0.63 0.76 9G HEATING SYSTEM MULTIPLIER (HSM) HEAT PUMP COP 2.2-2.3 2.4-2.5 2.6-2.7 2.8-2.9 3.0-3.1 3.2-3.3 ----�--- 13.4 & UP HSM 0.45 0.42 0.38 0.36 0.33 0.31 i 0.29 SOLAR HEATING SYSTEM (BACKUP SYSTEM FRACTION) x (BACKUP SYSTEM HSM) ELECTRIC STRIP HEAT 1.00 NATURAL GAS / PROPANE 1.0 (SEE TABLE 90 FOR CREDITS) OIL I 1.0 (SEE TABLE 9D FOR CREDITS) 9 H I COOLING SYSTEM MULTIPLIER (CSM) EER/ SEER 6.8-6.9 7.0-7.4 7.5-7.9�8.0-8.A;8.5-8.9 9.0-9.4 9.5-9.9 �0:0--10.4 105-10.9I11.tr-11.9 120-UP - ELEC. CSM 1.00 0.93 0.87 0.81 1 0.76 1 0.72 1 0.68 0.65.- 0.62 1 0.59 0.54 COP 0.40-•0.44 0.45-0.49 0,50-0.54 0.55-0.59 0.60-0.64 0.65-0.69 0.70 & UP -- GAS - CSM 1.50 1.25 1.20 1.09 1.00 0.92 0.89 *ALTERNATE PRESCRIPTIVE COMPLIANCE APPROACH MINIMUM AIR CONDITIONER EFFICIENCY LEVEL 8.0 SEER/EER FOR STRAIGHT COOL OR 7.5 FOR HEAT PUMPS. NOTE: EER= COOLING MODE COP : 3.413=API RATED COOLING OUTPUT IN BTUH+ TOTAL WATTS CCNSUMED 911 HOT WATER CREDIT POINTS (HWCP) ELECTRIC RESISTANCE WATER HEATER 0 GAS WATER HEATER 10' INSTANTANEOUS WATER ELECTRIC BACKUP 4.5 HEATER GAS BACKUP 12.6 ELECTRIC BACKUP 8:5 HRU (A/C) WATER HEATER GAS BACKUP -- 150 ELECTRIC BACKUP 10_0 HRU (HP) WATER HEATER GAS BACKUP _ 154 HEAT PUMP WATER HEATER COP 1.60 - 1.89 1.90 - 2.19 2.20 - 2.49 2.50 - 2.79 2.80 . 3.00 (DEDICATED HEAT PUMP) CREDIT POINTS 9.0 11.4 13.1 14.4 15.�i o SOLAR OVERALL SOLAR FRACTION" 0.1 0.2 0.3 0.t40. 0.6 Q,] Q,Q Q,9 WATER p 2. ELECTRIC BACKUP 2.4 w I GAS BACKUP 4.8 7.2 9.14.4 24.0HOT 16.8 192 21.6 ,4.0 o , 11.4 12.8 14.2 15 18.8 19.8 21.2 22.6 2 a PERCENT OF ANNUAL HOT WATER PROVIDED BY SOLAR SYSTEM _ 100 = OVERALL SOLAR FRACTION w A C7 NATIONAL ST. LUcIE COUNTY BUILDING DIVISION RI -VIEWED FONCODE COMPLIANCE k6` DATE ST 91 C m L PLUMBING IN ELECTRICAL SUBJECT TO: 1. SOUTHERN STANDAFID BLDG. CODE 2 NATIO NA ALL LOCAL �t) \ (Z. 2. NATIONAL ELECTRIC CODE 3. ALL LOCAL AMENDMENTS Cad mmmm's' ANDERS TU:7YRAL ENGINEER ELECTRICAL ENGINEER MECHANICAL ENGINEER ALL AMERICAN ENGINEERING FlrASS 0C. KUHNS ENGINEERING CORR- A TANGUAY ASSOCIATES, INC.,:r", It F- NtM F 4 71 xt�g -Fi g . . ..... .. F, o I F 1,� `F� ja i 44 4k *11 1 7� IrY 7 1�35i F" IJ, I G'11 Fr, G.M. W w U ino iII e �. is ■ AW LL 1 1 F- 31 87 F OIID 'I •RR d Z a74- j /a GxiSrrlG`�odr� . \ e-73 *25 Ie72 w3,4 ,9 VWW 4 W�GI-{,f{ •24 G / • ;° Ir W / 065 • AT d-�I p�rr i •6e 3a 1 0' Mt, mud \ \ W _ wGA- 619 067 i071 W H 069 , 0A6*70 II _ .47 + 1 � 'I !A � giJ • 48 •45 � ---- 10 w\� w43 016 •I .-� b •7 e63 •61r �' 042 1 \ Tov of BANK-� woo 13w a Oil x *15 wsll /o 014 / •52 • 053 038 Q w37 955 036 e1 5\ `\ 1 035*10 If �j jz •Sg / _ \ 8 > 01 *41 1785' W o Beginning at the Southwest corner of Government Lot 4, Section 25, Township 37 PARCEL II: South, Range 40 East, St. Lucie County, Florida; thence Northerly along the West line Begin at a point of the South line of Section 25, Township 37 South, Range Thence N 890 47' 34" E, parallel with and 60.00 feet North of, as measured of said Government Lot 4, a distance of 888.52 feet; thence Easterly along a line parallel 40 East that is 100 feet Easterly of the Quarter section corner on the South at right angles, the said South line of said Government Lot 4, a distance V to the North line of said Government Lpt 4, a distance of 1578 feet, more or less to the line of said Section 25, said Quarter section corner being also the Northwest of 1230.92 feet; thence S 00 12' 26" E a distance of 60.00 feet to a point Q N waters of the St. Lucie River; thence Southeasterly along the water's edge of said St. corner of Government Lot 1, Section 36, Township 37 South, Range 40 East; in the said South line of Government Lot 4, said point being 100.00 feet (f — Lucie River, a distance of 1129 feet more or less, to a point in the South line of said thence run S 890 34' 00" W, along the South line of section 25, a distance Easterly,of the Quarter Section corner on the South line of said Section Government Lot 4; thence Westerly along the South line of said Government Lot 4, a distance of 1204.81 feet to the centerline of the existing County Road; thence run 25; thence N 890 47' 34" E, along the South line of said Government Lot 4 of 2265 feet, more or less, to the POINT OF BEGINNING. N 230 57' 20" W along said road centerline a distance of 65.44 feet; thence a distance of 823 feet more or less to the Mean High Water line of the North (� run N 890 34' 00" E, along a line that is parallel to and 60 feet Northerly Fork of the St. Lucie River; thence meander said Mean High Water line North- � Ip TOGETHER with all riparian rights thereunto appertaining. of the South line of Section 25, for a distance of 1230.92 feet; thence run westerly a distance of 598 feet more or less to the intersection with a 1 �d 2 S 000 26' 00" E for a distance of 60 feet to the POINT OF BEGINNING; SUBJECT line 500.00 feet Northerly of, as measured at right angles, the said South �fi 'rj4 :s j}p�T=I,-11-:} �'- Q �7 Uell \�A� LESS and excepting from the above description, the following described parcels of land to right of way of the existing County Road, and easement to Florida Power and line of Government Lot 4; thence S 890 47' 34" W, parallel with the saidate, w G q �7� to wit: Li ht Com an (as er Warrant Deed recorded in O.R. Book 221, Pa e 327 and South line of Government Lot 4 a distance of 1785 feet more or less; thence v ° 9 Company. P Y 9 TN F 1z "f �� (p!0 corrected in O.R. Book 222, Page 1060, all of the Public Records of St. Lucie S 000 12' 26" E a distance of 106.71 feet; thence S 660 14' 37" W a distance '�G,-I�IG� G"("r' (� '_+1 �� F� iR PARCEL I: County, Florida) of 90.82 feet to the centerline of Gilson Road; thence S 230 45' 23" E, Start at the Southwest corner of Government Lot 4, Section 25, Township 37 along said centerline a distance of 324.00 feet to the POINT OF BEGINNING. J ® South, Range 40 East; Thence N 000 01' 00" W, along the West line of Govern- PARCEL III: 2. A �� I��Giz%(f('T� COIJI"A14��pHEw�-I� ment Lot 4 a distance of 510 feet to the centerline of the existing County Commence at the Southwest corner of said Government Lot 4, thence N 890 47' 34" WAS eq%T7F1fJ 7 f �t�g-V� p;:,4TM:�-P Gj eZ, Q m Road for the POINT OF BEGINNING; thence continue to run N 000 01' 00" W, E, along the South line of said Government Lot 4, a distance of 225.81 feet p l0�f, `7_ HWFCH:pd GI�� along said West line, a distance of 378.52 feet to the North line of the to the centerline of Gilson Road; thence N 230 45' 23" W, along said centerline South 888.52 feet of said Lot 4; thence run N 890 29' 00" E, along said North a distance of 65.44 feet to the POINT OF BEGINNING of the following described line a distance of 50 feet; thence run S 000 01' 00" E a distance of 491.57 parcel: feet to said road centerline; thence run N 230 57' 20" W, along said road - centerline, a distance of 123.2 feet to the POINT OF BEGINNING, subject to right of way of the existing County Road. (as per Deed recorded in O.R. Book 196, Page 2272, Public Records of St. Lucie County, Florida) i>, x � IF Jr F a � y rt v fvi 4 q �M �x yy� a a 1 \4 .ryr•.-#h "t ��.h'�ntsi T"�'t Y'"h0 J ^�k'"'� z''FPP iC :R. fiJ ;b§'. W 1 n YO �y ell r Q ��do _ �o a r � 1 •� r SIN F5� 1 Z L � W t .b roc W J 1" f� Z H N .y i x d S fi l a u 4 a. _ T\ L �YAMr� °^mil $ a r �M1 Y tl Yn Y+'• I Yf 3 �k�,ry�hpkpi t KI43gmdp... tt aY H � v 9 r�Tr� X �vj a vau'bt .r { { �1 1 l 'I I. I� I� L. F � 1 I, tP v U U 0 F U 1Q Q • LL 0 LL w LL 0 Z co Q �z 0 Q 1,. o N W Q W _ Ix WI r Qm 0 � � �m 4 l I. cZA/ W y Z Q 1 O o r z VLL W 0 U ;. 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"' Itl II �. -� i 5." .� .... ,.. �� r �l.lr... ,at. - _ � I'. ,r. `:: ��dF.:�=�'�aae� ��cc=cad U l, ti r q' I i mu.6'4 Lag ail Pf FdeendG �v/�C�ID �uSULA?1c1J o coJG, UX. e&SE • FiLL K OEM 14"41 '`, GELIh w/ G¢aJf Gb RfQ'D I rrpprraapp//'•yy &S k l CC 1 —F�SEFae pREr�,a,cE nt� w dfi ��1 4 .r *?�W..sx'I a Lie YJ: Y� M �5 EY"Ri, 1 g W MW �•• 0 F- � J— IILI U �! a Q•IL 0 L H L 0 z co Q` •Z r 0 Q U N W 1i Q • W L �IX r IrW <m f- W W CO N� J Q a 0 dU o U` w z iJ.l z o (A C.) = w U W w J Q MM W ............... � 4;41 IS IN -m llii� z w CO cr w a LL z w m 0 0 w D cr 0 D _j Im vi L IM �` c'7 W �W �,• 0 H s J— = 4I �Uy 1i� a IL 0 LL LL 0 Z � yN x4t a ,from N krf. � °. W �a W F �IX �W am F W O � � la Ll. mu v, 105 5To 2A (V/ !06 07 CIA 4-0- 5,''4 305 135 0 :J tt i,X q, J, I J -A 't A Ti 44, �M J U-7-T-- 77 77 Maki 1 I I L i I I wy T,��qp 1�4 7 , . 4: Z17ix -I'littittittit, . . . . . . . . . . . . I �All All w ■ 4(o u 0 w 0 J 3: u OLL 0 L w L 0 1 W Cf) cn 0 LL OLL 0z w z C) W o w 0: M ,3, h r4 1 fYM1Yy "'1 U'ENERAL ARGHITECTUrtAL Nvit� ,f a r�xt *. sry 0200 SITE WORK $%, �F ,` , .O1 Contractor I'required to visit thervsite and acquaint himself fully 'with all existing conditions which will affect his work. 02 The Contractor shall accept this s to a•s.he finds it and remove alT necessary shrubs and trees to a minimum distance of i0' outside of building prior to starting excavation. 03 Remove topsoil to:,its entire depth from the areas within lines 10' outside of building. Pile topsoil in tlesignated or approved locations where it i will not interfere with building or utility operations. Areas to be stripped' ,' Shalt first be scraped clean of all brush, weeds, grass, roots, and other +', •_<" mafterial- Topsoil shall be reasonably free from subsoil, debris and stones Vl •�- Larger than 2" in diameter. The stored topsoil shall be left in piles to b ,i,, ,61 ,, used for finished grading. -.04 Excavate to elevations and dimensions indicated; allow additional space as ,,Jfl i'= required for construction operations and inspeetittg foundations 4Y ., 2r'„fi 05 If suitable bearing is not encountered at the depth indicated,on drawings , .,. for foundations, the Contractor shall immediately notify the Architect; 4, r ,fie shall not proceed further until instructions are given and necessary measurements made for purpose of establishing additional volume of excava =c" tion, The Contract price will be adjusted if additional excavation is re i, s, quired. ri .06 Where soil conditions will permit, footing trenches may be excavated to th ,, exact dimensions of the concrete, and side forms omitted. Place footings J, and foundations upon undisturbed and firms bottoms; fill with concrete any _ ,i excess; cut under footings and foundations. Fill excess cut under slabs ,-, with gravel and thoroughly compact. (-, h 07 Where fill is required to raise the sub; -grade for concrete slabs to the e m� elevation indicated on drawings; such fills shall be; of earth, placed and " "' compacted as specified. The type and quality -of material for fills 1�, y� shall be approved by the Architect; (cinders or�other similar material" ` # t�,_••,= that will corrode piping or other metal shall not beused forfill). Th placing and compactionof fillunder slabs after foundation walls are inA. s place shaltlbe adequately braced to prevent damage ': ��„11 ,; <.08 Before depositing fill, remove all loam, vegetation and other unSuitdble material from areas to receive fill. Do not deposit fill until the sub grade has been checkedand approved by the. Architect. 'Deposit fill mates- '"' ial in horizontal layers not exceeding 12 inches in depth before compacting.{ Spread fill evenly and compact each layer b uniformly rolling .pneumatic I' tamping or other approved equipment to (98% maximum density at optimum Vill �:'° moisture content over the entire area. 1 ' ,, 1 . , .� __ ...,. rough, railing require 71s and f_fi ug g 11 cuttin filling, compact ng o I .O 9 Do d 9 sub ra des as ildin 5 t0 4 f bu , to bring the entire project area, outside o 9ll � ,t ,. t ;it' a follows �x �n.�. F h re spective five sus v,, fte res d rside o ..._' •For surfaced areas,. to_the un e P ;= ,>, a) n sad - 'n' h e xisti e � fi ised 99 ,'� facing or base course, as fixed by the �� 1, . F I` .s. . ..',4.,,. h d rode. finished below a fur i nches 9 0 areas J F r 1aW n and lanted , 2 ) o P f sh all be made at 'the s ec i i ed s 'll as �; z,, �' tdfi f h co m ace P .., t 0 to 0 D nsit ;tes P .1 , Y. , , in ... , .., to st , in rtn n ee � : sue b a ne 9 ' direction�of tfieOwner s representat y 9 9 I• nd number of all such tests shall be as deter, i ,. :, laboratory. Locations a Hum , mined try the Owner's representative and the cost of these tests will=., 't be aid by the OWner; except those tests indicating failure to conforrmt •. ' P i nal test I to the requirements of the Contract Documents and any addit o ,, -;.°` resulting thereof.' "v ,' 11 11. Dewatertng; Maintain all excavated areas free from water throughout pro ?i grass of work, All surface or subsurface seepage encountered shall be run m r sum s located where required. Water from sumps shall be pumped ,� to to o Y P P 'll kee th e en tire si te to _I h will rtat '� fin a manna P legally ll dispose sed o out and g y P reasonably dry and in an accessible and workable condition at -all times ,>y y "" i' an d i n draw in s i ns indicated o 9 b to elevat o ` ha 11 e All rail s Y, in G rail 9 1 2 9 9 'n "1 a nil landsc a i i 9 o so P shall be performed by Contractor, Placing'of t p If , shall be by others. nil o , h bus lain lines d t bin t e g u der slabs on rode wit -- 23. A 'ly soil poison n 9 ,; PP b ildin I a distance five feet beyond the u g w, ,1, w," ura 1 note s 0 nplans" .fi411 e - see tr act as concr ete i s A,. -'Precast t P .� tin laborator 'f• a recognize tes g Y - Architect/ hitect En sneer wi 11 select 9 ','Records c / 9 �Tr: ' . Reco b h Ile driven. Records shall show pile Hume ,,.; for keeping a record of eac p ;;, tions nt unusual condi <,,:I of drivin uipme , ate d load type 9 eq calculated , ,length, ca YP 9 th «,': f o far e f lows e r o t o b 1t la _ a co m ee P ._ h and 9 l n _, e t P a r d r. nc me e 9 _ e ou _" , Y P l ws. Own er,-] n o to b �- f et of drivin ;plus penetration for the last P . last five e 9 ;, b a f laboratory. The records shall be certifiedY "Will pay for cost o Y .'Florida registered engineer., •• • f ,. y i '� ft,a 1i sed su#( <"I c ion shall be made by a c , under this se t -`La out of all work - I6._, Y , •, , � bite c t. Z h Ar chitect. _ to al to , the :. r acceptable ,, veo ac Y '• 1 investigation re ort -.' included) A soil P , - work i ) „�7. Subsurface investigation ( Heil onl for the Owner`s been made for this site. This report Was obtai Y has ; Table for the use in desi n. The report and log of borings will be oval 9 i 'ons. subsurface con ditions. tt f ubsu e i not a war rant o s ' n but s Contractor s informatio in and c ua x h s ite a ' to - h C ntr acto rs hou ld visit 9 i�l8, Additional information T e p 1 a mak stun conditions: Prior to bidding, bidders m y e < himself with all exi g -elves as to s ite and i ations to'satisfy tfiems heir own subsurface invest g -, t hall be er ions s " rface invest i at P •' h subsu 9 I "'subsurface conditions ba,. sac b - vd in ance ro e n a Y me t ,; an e s r n ar P 1 .sad P a , U E nl nde rt ime s ched g - f rme do u 0 y ,, h r. ... tI, IDwne . 5 ,. .. _. , v 1. , It 9 .. -,I" Y ., .,.. 0300 4 0. S EE STRUCTURAL NOTES ON PLANS ,,r, , _. k,e.,'. M . 0400 1. ., P N F d NOTES N LA T RAL O EE STRUC U i' S = 1.< w ,. A I --rN >... ..,' ;, 'n' ,t c ., ,.. , , : , o 500 -MISCELLANEOUS METALS-- i' ' ": r r,> 4 .01 . i rim r.' r us me tal w tb e 1 ni ed far o P Shop coat; -any unga va z -. .02' All straps, clips, nails to be hot dipped galvanized,"aTl exterior nails r;,a' 3 • to be double 'hot dip galvanized. • 1 6063-T-5 ESP finish„I 8 21. alloy , • STM 2 xtru ions, A Y ' 1 ' 's -Alum inum e s Rai i 09 .0 � r� anchorage devices as re air Provide 9 h' t, rol r `as select ed b coo Y Arc i tec 9e°. Oa :''.: use non -shrink non-ferrous grout where necessary. �„ ilv'�',9,1�+5.. r ,. , „ , r. .. ;:.. it , 'Y. , J, .. ,_ ,' • ,l ,:'. ,. 1. ,y , ,. ,,. .;, {, O6Df} CARPENTRYr . k„; 1. G� ; - l V Lumber standard: AN. softwood lumber STD. PS20 (U,,S. Dep 1, S4S, 19f moisture content @time of dressing. , I u 02 Light framing: Standard gratYe, any species.11 03 All wood in direct contact with concrete shall be pressure treated. ,IF: `#1 .04 Plywood wall'sheathirrg shall be 1/2".C-D-X-APR (exterior -grade) with exterior glue; 4 ply, fastened with 6d'nails `6" o.c. @ edges, 1,2`" o.c @ intermediate supports. 1 ,„� � i'' . .05 All mill work (door trim, base board,etc., ) to be custom grade in as 1 long lengths as possible and finjer joint material will not be accept;bl" rl,' .06 Treat nailers, blocking, strapping and siq�ilar items in Contact with . roofing, flashing, vapor barriers and water proofing. ' y ^,W 07 Cabinets - Ki'tcfiett, ba Itra,om and -built-in cabinets to be provided and installed by Owner. G , ral'Contractor to coordinate installation with the appropriate trades ..0 . ' µ , " 0700 THERMAL AND MOISTURE PROTECTION- °:.Oi Built-up roofing to be Koppers Coal Tar Bitumen Specification fro 20 , I �' " installed in accordance with manufacturer's specifications. r ', 3 ,a � *�t fie, € r ry, k'y,. ki"1 y 4 02 Cornish manufacturers stand 1 offing frond wfti flashing sndorseme�i� *' v for a bond period of;twenty years ,, � " fi Q3` Insulation: Roof -Koppers Exeltherm Xtra insulation 2.5 inches thick * ,, „ to provide R-ZO ,`"= < , Exterior Wood Stud Walls -Owens/Corning 6" foil faced fiber g,ass butt insu ation as indicated on plans to provide "R" ,,, value of R-19. Exterior Concrete/Masons Wa11s -Owens/Corning High-R % ay;" sheathing 3/4"tick to provide "R" value of 5.4 to 6. , 4 , _Interior Walls- (for sound control) Owens/Corning 3 i/2 ' ( a� " Fiber-' guess Batt insulation (R-11) where shown on plans. (' �„i° Slab - (undersides) 1 if2" styrofoam as manufactured by I -Dow Chemical to provide an R value of 7.5. x> , Y„ ° {y% ,If _+_ ll _.-.__ . �nlI ,, , .;"`x ;;.04,,`,.ashing,to be cold rolled sheet copper, complying with ASTM B-320, " jCDA 26, (bright) finish, 16 oz per sq. ft, Conceal fasteners and expansion provisions wherever possible. Roof flashing to be Koppers KMfM as recommended by roofing manufacturer. 3-ry, t „' .05 Joint sealers: Provide type of sealant as recommended by the many- ailation. # ;;^ factures for the particular condition of inst s ,: 06 Elastomeric sealants - two component polysulfide Sealant (2Ps-S), l'' I, optional sealant or Dymeric sealant by Tremco. ,! ,,, ,+; r, fbr ardunt ,, d i ebo s re Hate , ., 7 Joint filler ro,fiide premolded bitumi us imp g Q P 3 ma x ,.� C` '' I '.,e .,.,.' unless otherwise indicated. r ,. a ' ,,,",� f , � v`- .:s, � «. 4 J ' >. ,.M` . • ..,:.: - dk;.�Pe"', :. , ,%Sk.4c W✓. .:, . "«.. f•.: a , . .., x,< 8 `.: tt II � i •• .♦ G ° "` based with special synthetic resins, iron "J `` Ik '" .08 Caulking compounds =oil e p Y r 1 v't „ "'• staining, ,'non bleeding, paintable. . , 9 .: f t be 30 lb asphalt saturated felt With tin ,",,> ,', 1 urfaces o 09 Felt on vertica s P ,,, , , t<- . c f' ati a r 5 eC1 1C ens. fac are s , - 4 s r lnanu t C• c a s e e p .. .., I P P {{ r o crated shade Hal moto x 6 norm b d%om ) P 10 Motorized Skylight, master e 5 I ;+.' as manufactured by Skyview Control Systems Inc., Material shall be extruded , `rv' Architect. Glazin to be double 6063T-5 aluminum, ESP finfsfi, col or by 9 P 9 acrylic lexi lass plastic. Yic ufa used b Bohem Sk lIi his, 11 Skylight (master wardrobe) Modell TH as man ct Y Y g Inc. material shall be extruded 6063-T5 aluminum, ESP finish, coior by la n to be double lexi lass acrylic plastic I -I,", fJ: '^ h't c G zi P 9 rt A r c i e t 9 ] i k [: n<F ,X aI, , 3. 9 ,12 Quarter Vault Skylight - As shown on plans. Material shall be extruded ,,` i minimum mechanical roperties equal or Greater than 6063-T6 I -I aluminum w t P F'ni h to be fSP. Color as selected by Afchit,ect. l' 41" allo and kem er. i s ,. Y p r , 1, r o ores _, tt f r s d .. a a e s 1 A`. d m u ctu e_ � _ r i ve 1 ac c. t cube b o , 1 n o e G zi t a Y _ a , w _ R.1-. M+ . h J R'NG CO. IN M N FACTU I BORE MA U �� ' , ,' a i, - , ;'I t. ,, s M 1N :, 'x : ,.:.,# EPI ARCHITECTURAL SYSTE S, C P, Pi A,.-,wy �,r ,,.„,,�, , t '` .e .r .... N 9 Y GHTS I G. ., H SK LI . , ., ,: F S ER , � ., �. r, , b, , , _ w r „ , ,, , .. M. 1. i- , � a , IBC INTERNATIONAL w Z, ,r , rt•.+a,, I a :;. } . , , a , r J . a• ., ; , N EL INC_ ..a � � _ ,. ,,, Fs , r ` NATURALITY INC. :rk t 4 ,vim, S�-r,Y'.r s: :z 'e : u.4 2vr< µ"'h:. ', ;M,r,F,^ P ,e r:.."' 2 " ,?: Y- 'a': ,•. , r ,_.a,„ a I PLASTEGO, INC. t, , ",:,, r w I T ,s . , , i . k�:qa' 'ti w,.l m ', PRDCTS IC F, �: .•SUPER SKY 0 U , 4 r ... �.. „r � ' } TS INC. ; . , , , s F. ,; ,,.. „ , WASCO PRODUC , t3 All exterior wood siding to be °'Tide Water Cypress";'' pA , _ " ;:,r , in shi -la I'�,t' � r , sic 9• ( P P) i. ,, "__ s +- n _ x,.. S F -. Pi *,4 H � ", ,.1. r.,s,- , ,. , ,,.W AND GLASS - , ,, ,,, ., 0800 DONS, WINDO S ., - .O1 Windows and fixed windows sha71 be sizes and sfiapes as shown on the a " >" n, games to be Terraton ;,' plans and as manufactured by Andersen Gorporatio F Perms -Shield {` i h Ar hitectural an a wit c u e in acco rd c v >; a ufact r d Y O2 All wood doors shilll be m n " Woodwork Institute Custom Grade Standards and Specifitdtions Section 3 o _ is ''S 17 s S andard C f U.S . t --`-e a "_ sconce with a licable requirements o 1. ,,r and in acco PP rJ_ i modified by the Intern Industry Standard of National Woodwork Manufacturers > a• ,, n f tar s are a s fo Mows: r v ma a er 'a in. Qe u c Associ t o P ,.. 's ,q,,.w.�-..,,. .. -_- �, ., s a' . 'C9: ':, hr ':,~, s 'r d,w:, x #1< :: t°•<k'+ ,::.:n ;„ ..a' fi.. Y'::r'. M K t' WELW OOD 'f, F4 °' U.S. PLYWaOD - HA E R WEYER US " ., . i i $ ai hi lrch �h w e 1 t t _- um s , rm .� �, _ , ut et ar c d rot , ra e P � "€ din Y be st , n ers to 9 - Ve a '� In drie ., , a rl ki � � l d u o f ro e solid ue P P Y Core to be , p ,. ;, standard thickness 9 'h r, f ✓ , a .,Y" ,.tv P, �, ies, M.. r _, e nSit . �, s 1 W ... f o 1. o _p a < locks Y J d b d .>g woo f :E :.:{4 ..a. Yi., y� ha ea ss on tans. Door thickness be size a nil s P or to P las d os .03 Woo dG 5 „ f v x : d 7 mere r l r 4 to b c ea 1 , o e / p Gla in t i n. z r ..{" to be 1 3�,4 solid:'(1 ply)'.ponstruct o 9 a b r w ++' a a 'lass �' 'i '� g 9 e t "Tw.'. s; - rovide manufacturer's standardfoldima, 1 in doors'I` -fold fo d P 1. ' Wood bi 9 rd u _ tondo :_, ..,, i .track s l m Hum ... ed u rd xr ud ,. a e t .... h Std anels tk_ d vered w f 11 lou , u P y ♦ _ - , v. .[ ..-„,.... hne. ;rtry .. ,.. .S3 t n �t Y >Ma , P , , t#. iw l,.'.i .05 Overhead upward acting sectional garage door to be electrically operated" v< i in as menu- h woad s d mate finish to 9 flush type wood with applied cypress n. Each o erring shall be furnis►d with two factored by Overhead Door Campo y P ;, remote operators. , • ' ll coo Hill ated o n Tan s. A ra as i c a, foe nin s p ' n ions o 9 11 dime s ' l rif a P i d ve Fe t� .06 Y , ' a i o n '. e ific t s m facture r s s c r sconce w ith Gnu P , 'n acco all tl i r• 'nst e to be i [. n,,. windows, _ rya ;,Hard ware # , f t f, MA B II # ", :i . ., `' _ nou r Com an m Se Y i , Mart P _, s , . : - ` Olympic a 'xa . , :,., , c+ :. ... S`.`'r a ,., , I' Com an. '. Porter Aa9nt P Y., Y , s',','ih „'�"' _.,_ ,� 1 P Indust r1e 5 G P _. , _ „ _, x _ , . _ lams an _ n Wil i , ., . ,,, , , fiervri P y z ill.. : .Y •... ' J.II F ..:. ... ,.._ ..., .. ,.. . .:. .. ECI aL TI£S ., a ........ , . ... loa s 1 o :.: , , ._ h wer nctosur cabinets and s o e ens m dieine I 1 din e � ri su esso e T filet acc (Inc( 9 .Oi o to Architect for ap rovaT. I 1 1 n to be submitted P .- a. ,' n t coated metal t .R2 All shelving' to be Closet Maid. vi y III i 1 be Heatilator Model Mark C Heat Circulating Unit.62 .03 Firep aces to with all necessary acce5sor.ies e.g. grilles, fans, ash doors, etc.,. • ,^' : to provide.a complete working system, ,1 T ;', . S«: 'r; nil s ._ ; 1100 APPLIANCES ' n ra for Appliances by Owner, installation and coordination by Cot cII ' vx -,;r Cookto p - Thermador GCV36G - Th rmad or ST12 Cookto e IlI ,� ,,,:I . . "_... d r h1GM 255 . " , , - h rma a D ouble Oven T e Y 1_,, l , J/ { c _ . _, - it b Ze r 32 r - Su o R fri erato , ` *, , � - 361 . ,. _ r Sub Zero Refri erato .,, h ., ,, Compactor - Kitchen Aid KCS-2O0 py, I '. •, a .,. , 1 r .. - r'al KWI 20 chen Aid Im ei 1 Kit ,, i a D spas P ,. ;' 1' .,. tx D _ 20 - Dishwasher Kitchen Aid Superb a K S Under Counter Refrigerator -(2) Sub -Zero 249R ,.,.x . ' ... r D's enser . .' v , ,-»�: .. r - Kitchen l id Instant Hot Wate 1 p H 6later Dis ense of P . •; . _ A _ �- a 10 ry M t 7 a Was e Y 9 . . ,_ .,. � _.. , „ , _ E 710 Dr a Ma to D ,•, , Y � , . _ _ _ Model A-46 r.. -. A Wa _ n Igo - , ,< Board Y n Iron Bui i t i f , .. w. .. «re , k ... _ , ._ ., .: t,•' 3?00 FURNISHINGS NOT`APPLICABLE ,II.,M' „ .: ...._. ,'. ,.. ..� 4 - -.++ "'- A E t 1300 SPECIAL. CONSTRUCTION NOT APPLIC B!. 4 „ ,; „1r,. z .. , f ¢ 1400 CONVEYING`SYSTEMS "�" , , • ,,, ``•`) ., `' t ,a " ._ " a n facto d 0 lb. ca acit) s ma u Dumbwaiter to be Mod el Butter Jr. (2 0 P Y , :,: 4 .01 �.',I ._ Elevator. , uted b Mi ami _. distrib<4 # .... R Co. Inc Y :,:, .. Fl inchbau h , , by the g; � "I 11 m' ,..c s . ., , ,':: .�..�. .. ._ AN- , r• ON PL , 150 0 MECHANICAL (SEE MECHANICAL NOTES )1 , II , .. ,-,,-. �I PLA Ni RICAL NOTES ON ) k 1600 ELECTRICAL (SEE ELECT '' i . v, e. .a.Y :.... v Y v .. .: 1� „ ,,, ., , .. ;. I ;' . , „ ,. M, . ... '., .: ... ::� ♦ , .. J . , .: 4„ ,v .,, , , E .: �I rv.., N ., .n F jet '. .: r , ,. �,ti.:y y kIII ., ., Y., ., :.. I ", , ,:Y I.3 y ApIIT M iT 1 x a Y N h W s "{ 1 y a r SP iV , '' , y , . n....k .,. , :. ',: ... . :. 5 (, , • An .. X : a,+ 4 b ..- . n, ... L,III III ;. a.-, >„ .. r. I, , l 1- 1 u , z ,,.. r sS - F . J , b 1 ,. 4 x v y a £'+ , .. , - . , n b M i,. ? r : l�a 1 Ji "; k t , 1- ..,.. , .. b '. {, ...I l .: \ - .: , .. v _ :: "n f , k 11 .. , " I .11 �! " , I I I I I I c , v I i 1 , 4 T:. I I I , 1� I I . I � I I I I I I I � I ll �:, �, .: ry ,, iA x . . ..r .^ 'Y.✓ 4- , '. Y- 1"M0 . '�v",'L 'i' m .r, .4 ,'-, yA e ,,,:V `''uP;b y 5,.:' Ivol to0-id i LL 6 W F LL ?W 0 Z Q Q IL a O W W Im Z Z 1- N QH JW a? Q a U W W U W FIt -W Im UI a O 42 S Z W W W 0 Z a 7 I .I J Q a r Cl) I 0 N {Y f_ V_ ci z W U z W O U W '0 VI U = W - U Ir N N {.1.. J 4 m N no 17!k ANFS! AN fe, r RW- 4 Rr 41 I'M "m""', 5 41 If 0) IN u _vl 77 2 ;p 5 AW-5 cZ _(0- 00 71"1 1 0751, y .1". ce cl KI M::� - Vpll ""U 'A jsl, �'gv _8 r -See X-It rw- s &" <1 p, I 'lot, & M T E_X: hf") 'K, W -Az 67 Y So R x 7fi M A a A "AW 'All SPCTION o- A9005 '0'A0!&" < HL. AaOVAE *A9 6 J-� IA \> 4 g P rg g, 07 ko I�f V., I I, 111 -111 "1 nl� rn,!M' AM < 'j40 I I 'RX > My < 7 ;T, �S # fie,= oc 41571-. 40 -a N OL 467z. :r of 5 r il, t 41- A /OOY /r 0 > ZVI X Ile, > bi 49L EL 100K 7 4�1 �,nx wn, �A 04f X, ',MU 1HPOR 7-A A4 r RM CIO, 00 ;?o ference 4& le I raj;i� 0 0.0- g < 4j-;�, -51 c 'F!n Al Hear? emmw 5F La 0 "A" 0 1 A SEE NOTE S RWWR A1,1,V 211 46H LOCA7-10,V 4op 4OF SI-16 Nole.. OF �P# 4,:, se "WVI� 0 > v /�7 owl yv)e b. Si- . ..... I, cr_ a /77/>7. Oke,-ZOIO SIX Izon �-6 _�T as oi /a vi-I cle XZ�=A _7L. -.Off ot /0" C 51 \ N. U- Riv- A 4av- e CM- AZI, (74e) Koo- SECTION oczwc. 60KI77, elv-e v0*9 Hel 155 UA" (I v. 4 A ,e%v-/ jew-e CL. -(WO 4 a I e E&-, $4 MAY ox- 1� H) 60W pi6czs. %V/ CLZ. COVE'e. See -2 Fcor, Ai C4 ao 'ro 2a Ab-1- -2:94 9A. SIDE "A1,51' 4coiLic. 60AM %V/ & 11 6-r PIL.= A�rzAjC5 OF PIL8. ryV 446 * 4-0_4 nr:6 EAC4 SIDO 0�=ALIL RIL6_5 olli-2411 cow_ e .01jr D11 C UC A n nCTA 11 C C-0 D DXA1_ 1 OWd. 0) 2 DXA/.l AAJV 4&eroe zlv-e�_ R.1V c AZ-=7A-1A11AJev- MAU. Ld RETAIN uETAILSI,� 10M.55 15e W 71 V, LL AMERICAN ENGINEERING ASSOC. 114.EC-7- AJA CONSULTING ENGINEERS &PLANNERS CIVIL- STRUCTURAL- FOUNDATIONS -ELECT. /MECH. s PH. 305-434-030 5010 S.W 106th AVE. COOPER CITY, FLA. 33328 305-434 -1011 .. , 4 Lam' fi ,r "• t r'� r y� a 4_ 3 J / l+ "eit ,4t , A 9 rW r ld tl:, •Lw Z Jp 0 Yy • J {. S 3 n O } r J d Z t � r b 1 4 •� yy �1 qr� qer & P A HY ,t. . 3 1 � dttf\.. R'+`. fi; x ,� 5.. $v f ,'•`e 2:� Ln,y, "i \ � Q n r .,wO�,..., N Y sM+ u� 5Sf A'+ '✓ s - ,m P ABOVE 4 n 37 %W4I1 ` • / P 1 � • P-4 J Sol P/L E ? it FcaQ =XAC 7- .CG 4 Pay ' tl(� P- f A F! ('TYP AL[ P/GES) w' iJJ art N. nu a R e EL rpsp Ile L — vP ja P/ 5e; R2 II ,t ' s L � EL. FF 11,13►OI/E /0=(Co" P5 4Nf .,3v.'Mrlh , 1 •,l9 PILE SYM80L /2 ^X /2- PRECAST COW - Go " REC/15T CONC. PILE BEL061% FLOIOuQ L-E✓EL , W/ sn- Coz. Alsollg AS PER SuPEQ srez/c7`l -OErW- 15, L _ B /2•X /2„ PRECAST" CONC. P/LE /NcuAleA AT / #oe1Z0,VrA4 TO 2 VeZ T,CAL w CAPAeOX. Z6 ' SLOPEi p Y 4 ;.,g «:..s .rz y,,.. px I'''8k"=w ,�,. w^.gt rn hv5. „ o-,.,,R?. a5 "k •'� s:, i&L?sut7°s.° _ :ro„." "„" ,a ,!e`'"v r.,.: Mrra"' ,ml x' e'+; x rx,. ,,,,•, ,r}. F % u ... : s.s,. t�'.a9 <s . s... ,. :... •W,;. w. :,, ~. : .: 3e.. .....0 'Y,n, r.. to .,.. _ .: 'i..7.r, r. +r.. :m+41 .. .,, " i.✓,."„ �,... ,., . .- , 2§t ._. 1 i. .. r. ,.<,+.._. a., r>._ .. a m , r ' ... „ R ,-, ..>J .... , 1 .. , , w a,. , r. , ;,... ' ,: .., . n ... n. ,« _.. r Y � k r rt .. 'k _a,. ,.,., >n .. _ ., .. ,� x:. r.. .«,... ,04R . .\`. .: .. _ � i I .. '3 � n Y v " ,Fw ..a x ,., ,. •i K S'. ._ M1 .. ptir =e. ,y � , 16 �., q r.,.. �' �: ,.a Ku a ,'F":. "C- t, n, � p y o �v. :., i..:'. 1 tia .:: 4. .. ,...�jy...T . 6 .. .ro.wT'_M'.�f"1 yxl �'�. W... ,. ..,, e I Ar. } ,... , ,... n......., u r s a �.,. t1S.S- t a 'rv:' aS ,,'4., v 9 ... , ... , fix.. r u s X... F. R^ fk..... _,c , ' I Y.. ,m P v i � t., t ..d y;. ..: k e .: 5 :.... . 4 o- 3}.. >. '� .,:. d..... ... ..YM- .. ... .. r ., I'. .:-: .. ., • "fi -, r. a ... ... ,: r _, ,pia.. ,. y jy {I '�. `••+� .. s ":'. 7•,e .. 4 s r r,:.h 5 Ue+r re,f"_I a ,a SM1 .x . r .. .r n �iW q, r + 'M-ri. }. x { e{++, - ... \ .. - .r w:; `'.',.3• f,• .k.. 4 `A'<.':W �+ �,. A � !'. j'""., �•��."T' q.+ k �Lk } , fl i .I I I A _ y� ry t a 1 � > q r�Y' ."*� ¢ y'sc a �d`r v;::, �,, •c^,+tY!' I. �, Ji `f yi ., f:r.., < tJ- .... $i';. 9 '^ i �F ..x H 3i -.... y .f• .Y:: e'a" ,. '.h: -, �Y ,aE•, '.., °C+ .. •gt.. ',µ.. ^ �' , Yi 4: x ) \ ...,, ✓r,.ni . m' [" r.. 1' , n MR.e,fN+ ..r F, Rl : I), e'. " , ?➢ 1 f t fr k M1 2 dp .�,�a->,.. �* �, , 6 e .A / ,�, rfi '° � ��„,�`' `�� ¢ �� ' '�� w s °�"�•. at �+=Cxa x �, x, 3,? :u�<�a b r ', ♦4 `r 1•n4Y d�sf .t'`•L r+'o '& k `.t"sa d,•...r ;.' p e§e`�`'v v "}."+^�'s�^> tt' L> ub'''- a '&•A^ s . r r J \ V + \ ,,, �F�y SM1• IN ' �` ��- L% '/ v�� / .. 9 • \ �\// >`^, #e „�'�`r„,.^mYS .L 'LY x' Ixo�Yf C��"�� h�� r/z.ai w � '1 .m n �,::: �� • - / ,v �I Y`,,�..i F �6�V ",power N`�`'z',a ,480/E- Y � x " s k 7��"`� TMf£°./i�' S,raWf.� $ , � � • a a ±. i 5 LL ail LL �q • �i/♦� � # � I � '� �Ra d � -'xwys x� .*..� � �'�..�o� . s � a5't � *", r 4 � t z k t Ax P a a r !fir �3F 7 G_ �"N. P7 26 Rl �♦ R ' Jk D{♦/ `:65` 4`�+Y �u'Lfr,' } �.., N. }4.;a'r 3." `fM' • n �� Pf Z yl1 P-I I -I aAK EL.'D-o" F.F. �' 0 sl / � � up "'';'� a `� �+,��L• �*° �� ' '� /ngyp / / Ck R7 �I • e �� , N> P- �� "W's'-{o ♦ate H o •� � �� Jam, -� y ,� � � 0 SEE AucH. AAA/s E E p/L E sZ- /'2 / 2� .flVr� � �pl \ ." r' FOR Et. / fiE�D ,l7E7A/L5 \` \ / �� P_ 5 Fog 6xAc7` ,LOC.47/0N 9 / / OF P/Il „ �� / �/ `6i, � {\ EL. G.F.4l�✓E f/0=zi" 6s �� • �� \ GBovE 9 F6#s W11*3 / 11 A( 5 In z P5 t 6 - 1{ , @ /6 HOez. eoci, Foce-0:1 W q I 7 o 412" See p/on V S"{ P / 65 i6w 6� 6� l/Eriico/ Vedicol 3' 6 6 '6 3„ z I/eY�/cod � in Shlev� f -wo// cu-off xeve/s for eft 6 (6 �rnorkeo' SW) 3/ s R /eS she fioo� \�. S / SHEAR WALL RENT DET µrs. }- b-/ x • ,vP.....'°stn!i.�di `�vt r3,3.uk4.� im :.,. *µ ']. ,/ ,r 'r°`r cL - e� SSE NOTE A ON S-1A O LL .,r 304, , Oac// Gc.E. W arr/�ewis� — COAX. O/L.E �,• W ,vo7�o ov R,a�s 6 - Z Q �a coe,,,Ee viLEs,Pi�Ov/DE b-//�,. •_ �4�� PILE LOCATION PLAN & SHEAR. LLJ WALL (JET. W w �cN �var / �� 2.) aT /wrEe/oe P/cES ,<�,eo✓/DE •5 2 2Eic1 ,VTE: SHE S f Fob' ocAT/ DETd/LS of 2ETd//V/A/G (✓dGGS cy.M�Y1 /,u EQGhR lVAN 3'*�F av P/ -Rd'T �GU�'E P14-1 t-1 b-/ 4 b--Z d5 .5kOMAJ. a (iYo.) 4'�-'2 � , 'i � mod• ,, Q W 4.) PZOV/DE AVD/i3OAIAL. 66AM -0 s1-d8 OfiE'C/. t A15 SHOIVU ELSEIVNEE'E. OdT�. �tloTE: /.pe/VE ALL PIL &-5r To 26 Toals y l�!/,t//MuM ALLeAVL1gGE �AP.�C/T'' 1V14 MIA,, aF 20' PILE HEAD DETAILS FOR ALL PILES UNDER FL60R SLAB L AMERICAN ' ENGINEERING ASSOC. ,A/TO Tf/E F/A//SHED G�dOE. 30 ioNS, M/N. CAP. F02 P-7 EET S,4n�L � vEs/¢A/EO r4O All ,as_ � �;�� CONSULTING s CEs �/ �+ �i /J ENGINEERS 8� PLANNERS 4r.,q' y"4A ro a u v- a ?`f:- "fr.�,, r k ,,I # _b" +i �'Q UM�� lV 4 �'� '3 %/EJ C� /2�' J /��V/��' -. _ h x "'r. r , / - AL- FOUNDATIONS - ELECT. �MECH. �,vvr'[-. 7-iEs its eE4'o. @ ,oiGE' ,c10AA25'� CIVIL STRUCTURAL- C] #^s, { i3 m "€ "�* >a: xa i a W ^b yr •r r +,�t+k - aA ✓' .L.�v. I > X N r� _ . �h , > r �e�udG E,vo ve�SreEsS P/GES MaY r3E P 305- 434- 030 SUBk!/T SNOO v e4 �V/ S Te T5/E EA1,`r- t/�e FO.e 4PP2o1/.�G. ��/� ` 5010 S.W. 106fh AVE. 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PZOV/DE AVD/i3OAIAL. 66AM -0 s1-d8 OfiE'C/. t A15 SHOIVU ELSEIVNEE'E. OdT�. �tloTE: /.pe/VE ALL PIL &-5r To 26 Toals y l�!/,t//MuM ALLeAVL1gGE �AP.�C/T'' 1V14 MIA,, aF 20' PILE HEAD DETAILS FOR ALL PILES UNDER FL60R SLAB L AMERICAN ' ENGINEERING ASSOC. ,A/TO Tf/E F/A//SHED G�dOE. 30 ioNS, M/N. CAP. F02 P-7 EET S,4n�L � vEs/¢A/EO r4O All ,as_ � �;�� CONSULTING s CEs �/ �+ �i /J ENGINEERS 8� PLANNERS 4r.,q' y"4A ro a u v- a ?`f:- "fr.�,, r k ,,I # _b" +i �'Q UM�� lV 4 �'� '3 %/EJ C� /2�' J /��V/��' -. _ h x "'r. r , / - AL- FOUNDATIONS - ELECT. �MECH. �,vvr'[-. 7-iEs its eE4'o. @ ,oiGE' ,c10AA25'� CIVIL STRUCTURAL- C] #^s, { i3 m "€ "�* >a: xa i a W ^b yr •r r +,�t+k - aA ✓' .L.�v. I > X N r� _ . �h , > r �e�udG E,vo ve�SreEsS P/GES MaY r3E P 305- 434- 030 SUBk!/T SNOO v e4 �V/ S Te T5/E EA1,`r- t/�e FO.e 4PP2o1/.�G. ��/� ` 5010 S.W. 106fh AVE. COOPER CITY, FLA. 33328 305 -434-1011 PILE SCHEDULE - PeEcdsr 0oucea7l4�:r mar size cutoff o elevation[ kl CAP. P-1 /e" x 25 Toll R2 /e"X /2" - eo 4r2„)-- - o//0- R3 /2"x/e" + 2=3" - C/o - R 4 /e"x ,e" + 4#-w/t" -c%- R� /2",c P01, * /O'- /Yg " - de - P-7 /'t X/v -co'-W) 3o ToAl W IT 6-o I 4er SECOND LEVEL FLOOR PLAN I Nil Moee SIZE 11 x TOP EL.=v Aorer 1A1. 1 emIr. 46A,7,e. emir. A :?4"xg �M4 -0* 6 - - - �SEEA7L4A/ A - L3 -/-5 A 3#5 31"6460 13-/4 3#5xg-o — — eL16 6-14(0 4Y�5x 9.6 r I i 4� 1 a N N 2S \ o �^ vy op ✓ � / o ✓ I a l Q b-�� -2 3 b %<—(Yf � <j l � � ,p 8-23 � ,c-,• 2 z� - �I ia. 2/ !NDIGAT� b-24 7.------------- - - -- — N s�^rcic.�sr— b-27 • /\ • 3� n; G �y/,�� \ � -- .�T 46 l l \� —t�+� SEE d PG�I. PLdAIS� \ /� 1/ A4\� FLOOR SLAB SCHEDUDLE SLAB THICKNESS BOTTOM REINFORCEMENT >x 1r� 1ST LEVEL FLOOR SLAB 8" # 4 @ 12" E, W. 2ND LEVEL FLOOR SLAB 8" # 4.@ 12"E,W. 3RD LEVEL FLOOR SLAB 7" # 4 @ 12" E.W. Q�' \ ROOF SLAB + 31 - 6" 7" # 4 @ 12" E,W. PROVIDE TOP REINFORCEMENT AS SHOWN IN PLAN. _ C 4B \ �d - � — -G� BIDDING CONTRACTORS ARE ADVISED TO SUBMIT TWO ALTERNATIVE Q w V W V Q_ � Q LL LL 0 V w BIDS AS FOLLOWS: - FLOOR SLABS AS PER PLANS. , ^ b. FLOOR SLABS USING EPICORE SYSTEM -FOR BIDDING KEEP TOP REINF. IN SLAB & ALL REINF, IN BEAMS SAME AS SHOWN IN PLANS, THE BOT, a REINF, IN SLABS SHALL BE OMITTED. INCREASE ALL SLAB THICKNESS TO 8"IF NECESSARY FOR EPICORE SYSTEM, SUBMIT DETAILED SHOP DRAWINGS FOR APPROVAL OF THE ENGINEER IF EPICORE SYSTEM IS ACCEPTED BY z J/ L1e;) THE ARCHITECT. SflLl� I f�E S�2\" C�,rv°IiA�GL +SjoIVIJ PtA,v,. = 512 „ ACTUgL a �L4SS EC/CL. THIRD LEVEL FLOOR PLAN & ROOF PLANS SEEP r� -ral'ep LE✓EL �EaM 'i[�NEL7ULE= J S/zE= Tov R.AoT 2EiA.l. IDa Q h- 2/ _ 'I 4Q l'2 if (✓AZI=5) TOP. Md2,L- „ ST7,2QUG5 /1EM4,C,5 6 x h EL EV. GoA./T. 66AI P. Go,'Jr. /� C E //� pCrRTA/-I i NOTE.- 0 D.23 = #4x G-o cm /eo" roP. sEe 2�£r5o O b - 2 4 = ¢ d / 2-0 e / 2" TD P. 6- 2 P 5� "x'" Pr�,v 449•5 4'�5 --- E E. 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FL 000 3La 5 /Jt 1NE T� STalLy The 41erlical TARS MAX BE �E�UcED /N S/zE flZoly # 5 70 � /?ever �0 5f1EAfI �,iAu 2�/NF. geTA/L o/y s-2 ) ram /2's/2"DeELd6T CONCPETF AM i5 SEYavo sEE Pi�ur Fae �.c�arrou TYP SHEARWALL DETAILS FOR COMMOhv W,,4G-Ls BETa✓E6N 7W_1 CONSULTING ENGINEERS & PLANNERS F,[oo/zS e sr PRD[/ ,4/QOfrsE �Na/.vGs, CIVIL- STRUCTURAL—FOUNDATIONS-ELECT./MECH. /DE G.✓.s �e�EEN �L✓AGL STA/PG9sE CAND/NG �}S .SffO[✓N 47- -/-#/5 /S eF1VA8LE' sTAi.P CONS5010 S.W. 106fh AVE. COOPER CITY, FLA. 33328 PH. 305-434- 3 -434 - �y cr. W i W Q V Z 0 W ul V W Q 00 suE'5r,vo. S-7 r F M 1 y .4 � t A 1 } tiP Ib � r, tJ • } BEAM SCHEDULE 4ir,1,, SIZE TOP $O'C RENE TOP REINFORCEMENT x rt�." �RR11t'?� REMARKS b z by [1.EY, CONT. CENTR CON A C E >k �E.� "'�� .✓�,' aXrTr �"',iil ~. ✓ �'� TDEQa� � '`'irr 7"'>li" 313 # 46 /��I•r N J t ( ail i Ck +-- — � m /'2" TL/e✓J all � e7 A AW Bt�o1 Gt 24r 2�� Rt1A1 ¢-D 8-O ' FOR -SLAB REIN' LI ' �I SEE SLAB [ETA] Lj f' r vr— MIN.COL'. 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Provide the following conduits and conductors for each fan coil unit W C �as follows: V O YOLTA0E : I1:2-01,240 '�� PHASE i��L?p- ' FC-B 3/4"C - 3# 12, 1# 12G V - O ALL CONDUCTORS THW COPPER UNLESS SHOWN OTHERWISE * I,:FC-C 3/4"C - 2# 10, 1# 12, 1# IOG = ECTRICAL CONTRACTOR IS TO FULLYOO O _C E EL _ _ _ _ _ __RDINATE__.___ ;'. 1, FC-D 3/4 C - 3# 10, 2# 12, i# lOG m �41 0 ri '�J I I t% Y JI 9�1 J I i „ I� � l r , J Y von a o�� LL U� LL zW 0 F 2 I Q Q a 0 0 O Q W W z� zF Q� .J az z a U Q W W M- ua � W f Q - W Im U� Q� iadnis PANELBOARD SCHEDULE ■P bue ems LOAD m bus m Po C LOAD lit bus�m A s► f PANELBOARD SCHEDULE II h2 PANELBOARD SCHEDULE II r- III • .: : =4 G I I5 1 5 7 3 15 1 1-* lit + + 2 8 6 ,8 - 15 _ -!- 2 - FI t�i�iAGJ q -- -� p-ram + �_� !o 4 T I_ G 2 rr - - >1. FL - -- 7 '- - �- - Z/1 -4e - -- Y + Total Amps: Bus A f� Bus B �_ Connected KVA ______ Rated voltage: 0120/240 ❑ -_. Iphaso, 3wire B]_d lath pops ❑12 ❑20 ■30 ❑42 Rated amps: ❑100 0150 0200 L Cabinet: ■Sur❑Flush -- r ---- --- --- Full neutral bus ■Ground bus ■Hin ed doorr latch ❑ Panels In parallel y Kaye - 11 Fused ■Clrcult breaker branch devices 1Through teed lugs ■Main lugs only Main amp C_;breaker :fused switch , 4Le 0, 7 �to be GFI breakers All breakers must be rated to Interrupt a short circuit Isf 0 000 arnos symmetrical,Approved Mfrs Westinghouse, tTE, Square D, G E ONLY MI qe care ,+Era PANELBOARD SCHEDULE If 41 17 - 3 5 17 tj 25 , t + �-G g g 16 �I -� 1 � - I - C - - - -- --� t- -- -- -- 1 - ' a .- �O13 -- :x I _ __T G 21 _ice60 "f � 4 Cr 0 17 -- — 7 t_ _ --- Total Amps: Bus A 52 Bus 1o� Connected KVA ..-. __ __ Rated voltage: 0120/240 ❑ _—_ i phase, 3wire Br ch poles 012 ❑20 030 ■42 Rated amps: 0100 0150 0200 ❑ Cabinet: ❑Surf s ■Flush Full neutral bus ■Ground bus ■Hinged door ❑Keyed it latch ❑ Panels in parallel ❑Fused ❑Clrcult breaker branch devices - Through feed lugs ■Main lugs only Main amp ❑breaker ❑fused switch iL to be GFI breakers y0 ,000 amps symmetrical. All breakers must be rated to Interrupt a short circuit Is Approved Mf'ra` Westinghouse, ITE, Square D, GE ONLY M lugs sets site: .I PAN E L BOARD SCHEDULE �IC��GZ - - 2 j -15 3 7 9 11 i3 17 1� 25 ; + I -4 4 8 12 4 g 18 15 - g - - _ Total Amps: Bus A 22 Bus B _;7_ Connected KVA Rated voltage: ■120/240 ❑ Iphaa*, 3wire -� Rated amps: 0100 0150 0200 ❑ Cabinet EIS -a" Full neutral bus ■Ground bus ■Hlnyed door ❑Keyed ❑FuBad ■Clrcult breaker branch devices ■Main lugs only Main amp ❑breaker ❑fused switch - j -- - ---- - - - - All breakers must be rated to Interrupt a short clrDult 11 Approved Mf'rs• Westinghouse, ITE, Square D, G E Otlftra 1Y Panels in parallel feed lugs to be GFI breakers lip symmetrical, .. PAR III � = r- , . - r- _ �.�_�■� Total Amps: Bus A'LI-L Bus B _1_1Connected KVA --- Rated voltage: 0120/240 L) ___.._._ _ t phase, 3wire Branch poles 012 020 030 ■42 Rated amps: 0100 0150 0200 Full neutral bus ■Ground bus ❑ Cabinet: ❑Surface ■Flush ■Hinged door ❑Keyed door latch ■ Panels In parallel ❑Fused ■Clrcult breaker branch devices ■ Through feed lugs_" ■Main lugs only _ Main amp ❑breaker ❑fused switch ■ to be GFI breakers All breakers must be rated to interrupt a short circuit lac of 10 ,000 amps symmetrical. Approved Mf're- Westinghouse, ITE, Square D, G E ONLY Main lugs sets size: II II PANELBOARD SCHEDULE III U'K-Iffl- K31" grim" �---- __ 3 11 13+ 17 1 w 4 12 14 7 47 +�- I 1 1�- I — - -_--I - -- - lOG' Total Amps: Bus A '_' Bus B8 Connected KVA ___._ Rated voltage: ■120/240 ❑ ___ i phase, 3wl a Branch poles 012 020 030 042 � —T Rated amps: ❑100 C7150 ❑200 ■ 22� -__--- Cabinet: rSurface __ --- ❑Flush - door latch ❑ Panels In parallel Full neutral bus --- -- ■Ground bus ■Hinged door ❑Keyed ❑Fuaed ■Clrcult breaker branch devices ❑ Through feed lugs ■Main lugs only Main amp ❑breaker ❑fused switch ❑ to be GFI breakers AII_ breakers must be rated to Interrupt a short circuit Isc of 10 ,000 amps symmetrical, Approved Mfrs- Westinghouse, ITE, Square D, G E ONLY]Main lugs sets $ize: II 11PANEL BOARD SCHEDULE y4 G I1� 1+ 3 9 t 17 1 + -4 -fi 2 4 io2 6 CIO J5� -5 ?� 111 I I L_ ___ t I� � t• , G-IL G r _ _ 7 i G w _ --- --- --- r - 1 r- - I -. Total Amps: Bus A 74 Bus B _- Connected KVA-.___.__ Rated voltage: 0120/240 ❑_ ____ i 1phase, 3wlr• Branch poles 012 020 030 042 Rated amps: 0100 0150 0200 Full neutral bus ■Ground bus ❑,, _ r'Surface ■Rush _-- Cabinet: ' ■Hinged door ❑Keyed door latch ❑ Panels In parallel ❑Fused ■Circuit breaker branch devices ❑ Through feed lugs ■Main lugs only Main amp [',,breaker ❑fused switch i■to be GFI breakers All breakers must be rated to Interrupt a short circuit Isc of 10 rl f- amps symmetricat l Approved Mfrs• Westinghouse, —�� 9 ITE, Square D, G E 77 Rated voltage: 0120/240 CJ 1phase, 3wire Branch poles ❑12 ❑20 ❑30 ■42, Rated amps: 0100 ❑150 0200 ❑ Cabinet: ❑Surface ■Flush - -. - - - Full neutral bus ■Ground bus ■Hinged door ❑Keyed door latch ■ Panels In parallel El Fused ■Circuit breaker branch devices ■ Through feed lugs ■Main lugs only Main amp []breaker- ❑fused switch ■ to be GFI breakers All breakers must be rated to Interrupt a short circuit lac of 10 ,000 amps symmetrical. Approved Mf'►s• Westinghouse, ITE, Square D, G E ONLY Main lugs sets sire. PANELBOARD SCHEDULE L-2 ■rl��l�' III � . �. � ' E_�_l�'.CII''.�� _ Imp Mim Total Amps: Bus A 5L Bus B L Connected KVA Rated voltage: ■120/240 ❑ __—__._. 1 phase, 3wlre Branch poles 012 ❑20 030 1142 Rated amps: 0100 11150 ■200 [1 Cabinet: ❑Surface ■Flush Full neutral bus ■Ground bus ■Hlnyed door ❑Keyed door latch TO Panels In parallel ❑Fused ■Clrcult breaker branch devices ■ Through feed lugs ■Main lugs only Main amp ❑breaker ❑fused switch ❑ to be GFI breakers All breakers must be rated to Interrupt a short circuit Isc of io '000 amps symmetrical. Approved Mfrs- Westinghouse, ITE, Square D, G E ONLY Main lugs sets airs: PANEL BOARD SCHEDULE PG s amps LOAD psi" amps amps poles LOAD bus amps A C A B C 1 5 7 9 11 13 17 19 4 2 6 8 10 12 14 18 20 22 24 26 28 30 32 34 36 - �7 75 - - - - a 1 HP I to L 7' P Htt" 4 - - - -- 4 - - -- 121 23 25 27 29 31 33 35 37 38 40 42 39 41 Rated voltage: ■ 120/240 ❑ 277/480v 3 phase, 4 wire Branch poles 12 ■ 20 (_7 30 _] 42 Rated amps: 0100 0225 0400 ■ 200 Cabinet: ■Surface C Flush tit`,1,4 3+11 Full neutral bus ■ Opound bus ■ Hinged door L 7 Keyed door latch F1 Panels In parallel Fused ■ Circuit breaker branch devices 1-1 Through f W g s Required_ ■Main lugs only Main —amp ❑breaker ❑fused switcfi-' to GFI breakers All breakers must be rated to interrupt a short circuit Isc of l0 000 amps symmetri Approved Mf'rs Westinghouse, ITE, Square D, GE ONLY Main lugs LL III W Q 7 J .I Q '^ O v' J tL O Co ?- LL. ~ 0 � w 0 V J N M a LW rj —1 RM I , J,; ��_ELECTRICAL NOTESr • Apply to this entire project. A ALL ELECTRICAt WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL APPLICABLE LOCAL CODES. n t ll,..., ..•,� , .. 1,.' .I .. .e,t B THE ELECTRICAL CONTRACTOR TS TO SIZE MOST BRANCH CIRCUITS. A MUM YOLTGE DROP OE 3% IS PERMITTED. = C THE ELECTRICAL CONTRACTOR TS TO ARRANGE FOR TELEPHONE WIRING. RDINATE WITH THE TELEPHONE COMPANY. D PANELBOAROS, SWITCHES, AND CIRCUIT BREAKERS ARE TO BE ITE, SQU D, GE, OR �_'- WESTINGHOUSE. e '., 5 .> �,_' E THE ELECTRICAL CONTRACTOR IS TO COORDINATE WITH OTHER TRADES T CERTAIN THAT ALL .AIR CONDITIONING CONTROL WORK AND CONDUITS A,RE!7J THE BID. ALL THERMOSTAT, HUMIDISTAT CIRCUITS, TIME CLOCKS, AND OIT F AIR CONDITIONING CONTROLS ARE TO BE COORDINATED BY THE ELECTRICAL AfRACTOR BEFORE BIDDING. F THE ELECTRICAL CONTRACTOR IS TO COORDINATE ALi SERVICE REQUIRE fS WITH ,�v,l,,- THE POWER COMPANY BEFORE BIDDING TO BE CERTAIN THAT ALL WORK N iSARY TO -,. MEET POWER COMPANY SPECIFICATIONS IS IN THE BID. ALL SERVICE. ,TRICAL .,«* WORK IS TO BE PERFORMED BY THE ELECTRICAL CONTRACTOR AT NO ADD NAL 1 CHARGE f0 OWNER. i �," ��_ G ALL CONDUCTORS ARE TO BE COPPER, TYPE THW UNLESS OTHERWISE SHO N H DROPPED CEILING CAVITIES ARE RETURN AIR PLENUMS. METALLIC RAC REQUIRED. ' "{ � ` yt I I,,-i,�I._l,�M"i1I, 1% , , F _ t I ALL CONDUITS IN SLABS SHALL BE LOOPED.' ,1 J VERIFY LOCATION OF ALL EXHAUST EANS WITH MECHANICAL.; ': ,; <. - 4 I� K ALL FIXTURE HEIGHTS SHALL BE CHOSEN IN THE FIELD BY THE ARCHI L ALL CEILING FANS AND J-BOXES FOR FUTURE FANS SHALL BE PROPERL M ALL METAL AROUND HOT TUB SHALL BE BONDED. GROUND AS PER NEC. Il y ,11 N ALL fLUORESCENT FIXTURES SHALL HAVE COLOR CORRECTED LAMPS. { 0 ALL DISCONNECT SWITCHES FOR FAN COIL UNITS SHALL BE LOCATED A COORDINATE WITH MECHANICAL. ,, P ALL CEILING FANS SHALL BE PROVIDED WITH FULL RANGE VARIABLES FROM WALL'-;.` SWITCH. PROVIDE SEPARATE SWITCH FOR fUTURE LIGHTS AT ALL FAN Q ALL SWITCHES FOR LIGHTING ON RELAY CIRCUITS SHALL BE GENERAL RIC RTSS SPDT MOMENTARY CONTACT NORMALLY OPEN. R TAKE SPECIAL NOTE OF NUMEROUS SHEAR WALLS. ELECTRICAL CONTRA IS TO ARRANGE TO CAST BOXES AND RACEWAYS IN SHEAR WALLS, TO CAST BL NG AS . NECESSARY iY, r 1 a 4 i .. 4� £ r a !Ju. h { P; r {, r b^ o-5. x t P _� Sr . y rvA,, ry 4.' 4 , ,, x } �4 + r i' � ! L, j l 1, "e ! ; � �.,�, I' ,. 1" ! ; `" Ib ""�c`k ;'1 Y £ d i� y # ., r , ble. f �:: "'4 g - x t ) a z, si : r rill s aa4 , �?� u +. Zrti ! x r trsi Y,N a t1i1 V - 3. 1_ € =� i 1' i Id �' i {' Y f i R % l Y .^ I� 1.: r { ' ` -� i mkY 4 r I' 1 t ' y .:y a 3 ,I W hi jy� r.S a` 4, y ,.I,, i 1 3j 1 :S N s, ` k 1 t £ M i� 1. I a _, i,. ,s i2 1 I, III ,1 �' . cil& t j ,� ,. { �. TMt�`r, k ,,"li .,* } LIGHTING FIXTURE SCHEDULE ,ram 1.� ,'__„ , M5}:an ,: ,+4 n ..+1ry � d II MARK LAMPS DESCRIPTION a . ,. �sk�Tq,?5 � *§ >Y' A 1-150W R40 Garage Entries -Outdoor" t Yellow Surface Mounted CAN -Damp Label — 1 �' .�E`., ?` Flood Prescolite 1105-920 White ;# Amy ,, ' ' - t>> n , B 2-F40T12 Garage - _m Surface Mounted Flourescent - SteeT Sides r I Miller - Surfaceline CP-2192-04 Whito "' �' 1 C 1-150tJ R40 Outdoor ` Yellow Wa]1 Mounted CAN -Damp Label . Flood Prescolite 1155-920 White D 100 WA19 Bathroom Recessed -Drop Opal- Damp Label Prescolite 90HF3 White E 4-60W A19 Closets Incandescent Drum ` Prescolite 7812 F 1-15OW R40 Outdoor Yellow Recessed Round -Damp Label Flood Prescolite 1220-920 White G 1-150W R40 General Flood Recessed Down Lights Prescolite 1220-920 White H 1-25OW R40IR- Heat Lamp I Recessed Nutone 9410 K 1-150W R50 General Spot il Recessed Wall Washer -Adjustable Prescolite 99HF White 11 L 1-75W R30 Master Bath , Flood Recessed Up Light -Damp Label Prescolite 5120-FGL M 1-F40 T12 Outdoor —Stained Glass Controlled Directional Weatherproof Simkar Storm King OS-148 N 1-150 PAR 38 Atrium Planter Light Aluminum Cone with Stake &Cord -Weatherproof Prescolite 5323 ' P 1-100W A19 Outdoor �� k! x�b p ,, , ��il i Yellow Wood Bol lard R' ^ .. � . s'i , , Sterner Woodlite Bollard StylIfi b ,: ;, Q Paddle Fan" ; Variable Speed Reversible , - Casablanca Zephyr CB-1666-625 White I i , 15}' �ry fit: } }dOf mve,.i 5.; b..°.i C M ,,, il -F 1 Tt 5 30 T 2 Kitchen 4" Round Light Duct See Plan for Length 0 1 r nn ctor End Wal Mount Rotatable with Lense, 45 Mite Co e „ and Blank Length where Necessary. .;l i - , df Peerless 3br-LD4 10010 N41''- � �,!L Y'F i "I llk "" 'w „F Studio 4" Round Light Duct See Plan for Length ',}- Suspended Rotatable with Lense, L Connectors k,' - and Blank Length Where Necessary ," Peerless 3br-LD4 10010FF17�2 ,'' 40 T1Z Studio 4" Round Light Duct 4' Length Suspended Rotatable with Lense Peerless 3br-LD4 10010 White #32 e'W ' b bs 1 L , ,, t . •TP2-F30 T121` ' Bedroom 4" Round Light Duct 6' Length A ,;:'F End Wall Mount Rotatable with 2 L Connectors (2) 6" Blank Lengthto Bring Away From Wall ,. Peerless 3br-LD4 10010 White #32 ALL TYPE T FIXTURES SHALL BE FIELD MEASURED PRIOR TO FABRICATION AND SHALL ?' BE CUT TO SIZE AT THE FACTORY: VERIFY ALL DIMENSIONS AND MOUNTING. il �;. , ` U 1-15OW R4Q Bedroom Flood " ;Surface Mounted Wall'Washer Adjustable .,,• , Prescolite 93419/92221 White ii 1,,' �I iving Room I `Surface Mounted Spots Adjustable with Louver s , `Prescolite 93457/92221/L-2 White -!a .. c, i .., e i i, a 11 W 1-15OW PAR38 .Atrium ': 'Spotlights - Damp Label -: X 1 175W MH Drive , 'Pole Mounted 4' x•. . 240 Volt Spaulding Cordova 1 CVI-175-M-AR Bronze %�, Pole to be Sterner Woodlite Standard Style F 15'0" Mtg. Height i(r .`.iCjOV�QD b Living/Family t* ' Recessed "Eyeball" Wall Washer . ,,- Prescolite #99HF-� I{ .� , r': I I 11 t •".I I r ,.. j II{ (( t 1 ;'. Y-^� y j -P. - 2 - , ' jj ,, jj{V f. '�� w� , ' t I eti �, =1 , '�, yi �f:. F a Y t '�` x: , ii At^ f i x s "it „;i'm 1k.1; $ sa 'x Sq`T� ,�+ . .11 0 ix i W� M x 2:) L r r 0(D fii !� C•/�'{__ u Y ECTRICAL LEGEND'. OUTLET NEMA 5-15R 120 V 15A " OUTLET NEMA 5-15R SPLIT WIRED t ooc SEE ARCHIT OR HE OUTLET OVER COUNTER _ ® SPECIAL OUTLET MUST MATCH EQUIP G RING FLOOR OUTLET W BRASS PLATE A C,AGET SWITCH, SINGLE POLE 44' iY SWITCH, 2 WAY 44** $3 SWITCH, 3 WAY "at 44 Oaoo DIMMER SWITCH, WATTAGE SHOWN LIGHT LIGHT, WALL MOUNTED 0o LIGHT, FLUORESCENT ® LIGHT SHADED ON EMERGENCY P 0 W ER ►---s+ LIGHT, FLUORESCENT STRIP - - LIGHT, EMERGENCY 4 i '€ ®t LIGHT, EXIT, UNIVERSAL MOUNTING Zoe FUSED SWITCH, 30A SWITCH, 2{ex P SES, 2 ---- POLES _ - N1 MOTOR STARTER, NEMA SIZE 1 & i o 3 SWITCH -STARTER, 30A, NEMA 1, 3 POLE I WWAM PANELBOARDS,SEE SCHEDULES ❑TC TIME CLOCK SWITCH, TWO SETS OF 0A CONTACTS PHONE OUTLET, 4x4x2 BOX W/ 1-GANIn PLATE 12` MOTOR mall STRIP HEATER W/ INTEGRAL CONTAC*OR - AHU AIR HANDLING UNIT cu CONDENSING UNIT WP WATER PROOF GFI GROUND,FAULT INTERRUPTER Z W cr W 0 z Q 7 J J Q a 0 0 .J Ltcts OO Q Z W 0 ri _ _ U 11l