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HomeMy WebLinkAboutOcean Pearl 21070723architect, p.a. .. .•a;}i?�.. .';a. .z ... ?'.?a7. " H.. I xx :^v •i^:.'; RaYt: „o sea+ s'o'o+'s:: vae. zzr• .._�::n YYr rs' o x. a� \ rah. ... "M�`.N :.n:< `M .!h a...; d1: $vf: Ott.....'.... >.. M wa+?P:..n, .. P :.::. M: Yic. n.:.: •.Y6.: .. Y iA�`rnW y . .M(.�c::!Va f� FY. Z a;:Hav:r> ♦: _ 3 r ,. .i:T1a:)`;h.. ....ttx: .. ..au r....wy aT':+ :xwf«a. ... Y.i'ta: >ayn_... a• November 28, 2001 Response to comments by Tony Liento, St. Lucie County Fire District. RE: Ocean Pearl Condominium 1. Question: A separate permit is required for the installation of the fire sprinkler system. Install in accordance with NFPA 13, 1999 edition. 1. Response: The fire sprinkler system will be installed in accordance with NFPA 13, 1999 edition. Also the common area walkways on floors 2 through 12 will be sprinkled as per fire sprinkler plans to be submitted at a later date. 2. Question: A separate permit is required for the installation of the fire alarm system. Install in accordance with NFPA 72, 1999 edition. 2. Response: The fire alarm system will be installed in accordance with NFPA 72, 1999 edition. 3. Question: Provide handrail details for stairs and/or ramps. 3. Response: See handrail detail on sheet no. 8. 4. Question: Indicate all rated walls. 4. Response: See wall ratings on life safety plan on sheet no. M2. 5. Question: Automatic fan shutdown is required for the ground floor HVAC system. 5. Response: See fan shutdown note on I" floor plan, sheet no. El. 6. Question: Bedroom windows. Do they meet egress window specifications per NFPA 101, 2000 edition? 6. Response: Bedroom windows are in conformance with NFPA 101, 2000 edition. 7. Question: Provide trash chute details. 7. Response: See trash chute data attached. 1707 S. WASHINGTON AVE. • TITUSVILLE, FL 32780 • TEL. (407) 267-6915 0 FAX (407) 268-5688 8. Question: All rated doors shall have rated self -closing devices. 8. Response: See note on exterior door schedule sheet no. A4. 9. Question: One -hour rated party wall detail does not match UL design number U420. 9. Response: See attached revised parry wall specifications. 10. Question: Provide required signage for stairwells, pump room, generator room and such. 10. Response: See signage sheet attached. 11. Question: Unit doors shall be 20-minute rated with self -closing devices. 11. Response: See exterior door schedule sheet no. A4 for 20-minute rated unit doors with self -closing hinges. 12. Question: Windows along the exit access balconies shall be 20-minute rated and protected by the fire sprinkler system. 12. Response: See item no. 1. David M. Putnam Architect p.a. 10-31-2001 11:44 FROW - 11 �.T1 .ail .ti 1 . .L•�i+. ' 2410 ID i 21•Px41—U WAM MuPPaAT Tyr CUPS 4H n= * em" WAK CLIPs aft x S•-c• LG pr M= WAC wcun c SLEEVE W/CLIPS Typ i r �I ELEVATION. - *PLEASE VERIFY ALL EL TIONS" l T-180 P.004/005 F-951 M lIr%M "IL. W. .11W W1V11 OPENM TO THE FRONT OF FINISHED WALL MUST EQUAL THE DIMENSION SHOWN AN THE DRAWING. ELEASE V RIFY. *INDICATE*, PLAN X, X, *INDICATE -VIEW. za•r --INTAKE WALL _MUST GFiUTE DOA, lig INSTALLED 27�p AFTER CUUTE, 6MUTe SUrFUKT OVERIFY* SLAB OPENING EL' DIAMETER, OR ZZ x , W OPENING IN THE SLAB IS REQUIRED FOR THE CHUTE, IF THE CHUTE IS TO BE INSTALLED IN A CHASE, PLEASE INDICATE SIZEi __ XL. ALL PATGHTNG AND GRflUTING BY UM RS•' V THE CHUTE WILL HE INSTALLED AFTER THE BUILDING IS TAPPED, E) ALL SLABS MUST BE POURED AND OPENING CLEAR OF OBSTACLES. 3) PROVIDE ROOF OPENING 2' LARGER THAN CHUTE DIAMETER, 4) TRASH ROOMS ARE TD BE CLEARED OF STURED MATERIALS AND TRASH. 5) CHUTE GUARANTEE IS VOID IF CHUTE IS U= DURING CONSTRUCTION. SPECIFICATIONS *VERIFY- SPECS BELOW" OTT I CHUTE TD HE �4' DIAMETER AND FASA ATED OF 16 Ga. ALUMINIZED STEEL, Ok��HINGED?HAND OPERATED, WIDE X,,�H•SELF- CLOSING STAINLESS STEEL DOOR WITH STEEL ANGLE FRAME, 'E' LABEL, 1-1/2 HOUR, s50'F, 30 MINUTE TEMPERATURE RISE ,_/JJl=HAHM_ZM HORIZ_ ROLLING TYPE, SPRING LOADED AND HELD OPEN VTM I6S' FUSULZ LINK. FABRICATED OF 12 GA. GALVANIZED PLATE *41) 1-1/E' x 1-1/4' STEEL ANGLE. Aq> VENT, FULL DIAMETER VENT EXTENDING 3'-0' ABOVE ROOF, COMPLETE WITH METAL SAFETY" CAP AND FLASHING ASSEMBLY.,- ®SPRiNKZFR � AUTOMATIC 1651 BRASS I/2' POLES HEADS LOCATFJ ASOW TOP iIWTAKE AND ALTERNATE INTAKES WITH MANDATORY SPRINKLER LOCATED AT LOWEST- SERVICE LEVEL. READY,FOR CONNECTION BY OTHERS. OING � TED A ABOWZ'VE IPS INTAFLUSKE. A H LOCATED ABOVE TOP INTAKE. READY (� FOR CONNECTION BY OTHERS. ICATED OF V"TEEL ANGLE, YPICALL EACH FLOOR. SHT 1 OF 2 1 'TRASH CHUTE VALZ Nr ucrsI ZNC. DRAWN BY11 K DUNN PIS, BOX 405 DATE, I W/eo/01 LAW-Wo FL 99902 APPD. BY, PKM 863-6ee-"9e FAXi 863-6e3-97,49 DAY�1 SHEET METAL LIC. BCS CD33741 REV BYi J131111 OCEAN PEARL DATE, LOCATICJNI ST LUCIE. COUNTY, FL AWG. NOr R CONTRACTORS TRICON REVEL, 5457A01 8" X 711 NORTH STAIR FLOOR �4 18 EACH Y'X 12" RESTROOM. 4?'X 12" ELECTRICAL ROOM 211 X 4' .903 24 EACH C�i ACH" 3 EACH i p�S�R PC tk?, �GOOQ�O� S'(. �ppR k 1�7 �d�s 1 I 80..66 E -Y,o,a (�1 SCALE: 1 "=60' I� r� �(0 r•FOUNDATIONONLY. k Q, I FLOOR ELEVAAON �12.00 00 N.O.VD. 1929 DATUM" ` / os�r: tis7 N 62.67'- I• 84.41 33 a ------- ----� ---- ------- - - lip I 1 ti 0 I- -- - '------------------ + I , I; i , ----------- ------- 0 1 t� 0 306.53 51 PlE RICHARD A RUTZ P.S.M. #4505 SURVEYING AND MAPPING L.B. #6610 B.L,.S.&C. DVC. LAND SURVEYORS AND CONSULTANTS L300 PEVETREE DRIVE SUITE U INZX47v HARBOUR BEACH FI.. 1 32937 ,r407)779-0700 FAX C407)773-6444 LAND SURVEYING / LAND PLATTING =�I I ®,• 8 W � 2� 6 N See report of undation survey, lands described on page 2 of 2, and lying in Brevard County, rido. This map and attached REPORT is not valid without the signature P� and original raised seal of a Florida Licensed Survey and Mapper which can be found on the REPORT: The MAP and REPORT are not full and complete without the other. --'DATE OF SURVEY 7/29/2002 i" JOB NUMBER: 1—1002FD FIELD BOOK NUMBER: 207 SHEET 1 OF 2 THIS IS NOT A BOUNDARY SURVEY LEGEND Desc.=Description O = Computation point O.H.W.=Overhead wire* = nail and disk set #4505 (M)=Measured P.P.=Power pole EI.=Elevation 0 = found iron rod with cap as shown (P)=Plat Resi.=Residence D&U= Drainage & Utility (NID)=No Identification number A/C=Air Conditioner P.O.B.=Point of Beginning G.W.=Guy wire P.O.C. = Point of Commencement PG.=Page Inv.=Invert P.O.T. = Point of Termination TYP.=Typical F/L=Flow line T.B.M=Temporary bench mark *=Light Post Sty=Story R/W=Right—of—way I.R.=Iron rod p,O,T.=Point of Termination C.M.=concrete monument CONC.=Concrete (D)=Deed I.P,=Iron pipe PiP P.C.P.=Permonent Control Point S.P.= State Plane N&D=Nail and disk P.C.=Point of curve Temporary Bench Mark C/L=Center line Fnd.=Found . N.I.D.=NO IDENTIFICATION cap =power Pole (C)=Calculated from closed traverse / (orran przi.rd n�S air k ��tcei it�crxlr i•''wnsl�ip 34 .Prvjert WumLrex-: 1 —I 002fd / .+ ultJ- 2:9, ZVV,2' MAP OFFOUNDAPON See Map of Foundation sheet 1 of 2. LEGAL DESCRIPTION: LEGAL DESCRIPTION FOR LANDS LYING IN SETION 23, TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY FLORIDA, BEING MORE PARTICULARY DESCRIBED AS FOLLOWS: THE NORTH 100 FEET, LYING EAST OF STATE ROAD A-1-A OF THE FOLLOWING DESCRIBED PROPERTY: THE NORTH 600 FEET OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 34 SOUTH, RANGE 40 EAST, SAID LAND LYING AND BEING IN ST. LUCIE COUNTY, FLORIDA: TOGETHER WITH ALL LITTORAL RIGHTS THEREUNTO APPERTAINING. (O.R. BOOK 982, PAGE 1644 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.) TOGETHER WITH THE FOLLOWING: THE SOUTH 100 FEET OF GOVERNMENT LOT 1, IN THE NORTH 1/2 OF SECTION 23, TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY FLORIDA, AS MEASURED AT RIGHT ANGLES TO THE SOUTH LINE OF SAID GOVERNMENT.LOT 1, AS SHOWN ON PLAT OF SURVEY OF SAID SECTION 23, RECORDED IN PLATBOOK 8, PAGE 21, OF THE ST. LUCIE COUNTY, FLORIDA, PUBLIC RECORDS, LESS THE RIGHT-OF-WAY FOR STATE ROAD A-1-A; INCLUDING LITTORAL AND RIPARIAN RIGHTS. (O.R. BOOK 982, PAGE 1642 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA) TOGETHER WITH THE FOLLOWING: THAT PART OF THE FOLLOWING DESCRIBED PROPERTY LYING EAST OF STATE ROAD A-1-A TO -WIT: THE NORTH 100 FEET OF THE SOUTH 200 FEET OF GOVERNMENT LOT 1, IN THE NORTH HALF (N1/2) OF SECTION 23, TOWNSHIP 34 SOUTH, RANGE 40 EAST, AS MEASURED AT RIGHT ANGLES TO THE SOUTH LINE OF SAID GOVERNMENT LOT 1, AS SHOWN ON PLAT OF SURVEY RECORDED IN PLATBOOK 8, PAGE 21, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. (O.R. BOOK 982, PAGE 1641' OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA) THE. PROPERTY ON THE EAST SIDE OF STATE ROAD A-1-A CONTAINS 4.66 ACRES MORE OR LESS THE PROPERTY ON THE WEST SIDE OF STATE ROAD A-1-A CONTAINS 6.05 ACRES MORE OR LESS PREPARED FOR= Thcon Development of Brevard, Inc. CER77MED TO, Ocean Pearl Development, Inc. SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE <c�r�Ti��c�.Tior r Richard A. Putz PSM '011 4505 I HEREBY- CERTIFY: THAT THIS FOUNDATION LOCATION SURVEY" Professional Surveyor and Mapper WAS MADE UNDER MY RESPONSIBLE CHARGE AND MEETS THE L.B. # 6610 MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 67G77-6, FLORIDA ADMINISTRATIVE CODE, SIGNED PURSUANT TO SECTION 472.027, FLORIDA STATUTES. 8UFt BYO �f*dd'TBS= • THE BEA ASE FOR THIS SURVEY I AS FOLLOWS: A GRID NORTH B THE EAST RIGHT-OF-WAY LINE OF STATE ROAD A-1-A BETWEEN A FOUND IRON ROD AND CAP LB 4286 AND A SET IRON ROD AND CAP LB 4644 C) THE BEARING IS S18'25'34"E *NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. *-THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN. • THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONES "X", "AO-1 "AO-2"' AND "VE ELEV 15"' PER FLOOD INSURANCE RATE MAP 12111CO089 G, DATED NOVEMBER 4, 1992 iUNLESS A COMPARISON IS SHOWN, PLAT VALUES & MEASURED VALUES ARE THE SAME. •THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. •THE HORIZONTAL VALUES SHOWN HEREON REFER TO THE STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN 1927 DATUM, FLORIDA MERCATOR EAST ZONE. • THE FOLLOWING STATIONS, AS PUBLISHED IN PLATBOOK 26, PAGE 26B, WERE FOUND, IDENTIFIED, AND USED FOR THE ESTABLISHMENT OF THE COASTAL CONSTRUCTION CONTROL LINE PER PLATBOOK 26, PAGES 26 THRU 261 97-77-A30 N 1149902.415 E 726534.825 SEAL: 94-77-A29 N 1147480.950 St. Lucie County Permit No.: 21070723 E 727185.293 Location= 3920 A 1 A / Ft. P/erCe 94-77-A35 N 1161995.693 Contractor Kodel, Robert D. E 722387.090 DBA; Tricon Development of Brevard, Inc. V-s r c-r n_ i -r r'PL ri-v Owner; Lopls Development,• Inc. NOTE. THIS IS NOT A BOUNDARY SURVEY. NOT VALID UNLESS SIGNED AND DATED BY THE SURVEYOR AND EMBOSSED WITH HIS SURVEYORS SEAL THIS SURVEY MUSS" COMMIN MO SHEETS SHEET 2 OF 2 » b . ,. « & 6 : »;q :! 2}7. L-m 21,AOL,7w �IK 'A The new Delta Series of doors represent the next generation of Daybar products. All Delta Series doors are made with standard prime painted galvanneal steel, are designed with the highest quality materials and offer the most complete package of standard options available in the industry. All standard Delta Series doors are manufactured to CSDMA, SDI and HMMA/NAAMM specifications and come complete with the Delta Series Guarantee — the industry's best Service Life and Rust Protection warranty. A wide range of sizes and features are available. Daybar's LS Series of doors combine many of the must have product features in an economical and cost-effective package. These doors offer excellent value and are ideally suited for light commercial and industrial applications. All standard LS Series doors are manufactured to CSDMA, SDI and HMMA/NAAMM specifications. Decorator Daybar's Decorator Series CE Doors combine the appearance of hand carved wood doors with the strength and security of steel. The Embossed Six Panel design is ideal for hotels and commercial developments. All doors are manufactured with the highest quality materials and are insulated with polystyrene to minimize heat transfer. Elevations Installation Standard Duty Frames Universal Frame for 13/a" Steel or Wood Doors Daybar's 16 gage Universal Frame has been engineered to excel in both masonry and drywall applications for added convenience. This frame can be converted from a nominal 6" cement block butt masonry frame to a 4 7/8" wrap around drywall frame. 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K Series Frames can be installed in 1 or 3 pieces and are made with 18 gage galvanneal steel. DW and S Series Drywall Frames for 13/a" Wood Doors Daybars DW and S Series Drywall Frames are available in a variety of standard sizes for use in a broad range of wood or metal stud wall constructions. DW and S Series Frames are typically installed in 3 pieces and are available in either 22 gage (DW Series) or 18 gage IS Series) galvanneal steel. • f P Frames Daybars unique Expandable EF Series Frames are designed to accommodate the broadest range of wall construction with a single adjustable product. By selecting EF1, EF2 or EF3, EF Series Frames can be used in wall thicknesses ranging from 3 1/2" to 12". These easy to install frames are made with 16 gage galvanneal steel and can be fire Masonry (Existing) a1.:masorsl EMA Anchor With Bolt Why Specify Prime Painted Galvanneal Steel? The Corrosion Story Protecting against atmospheric corrosion is critical to the durability, long life and aesthetics of all steel construction products. Below are examples of various protective coatings and their reaction to damage and subsequent attack by corrosion. Prime Painted Cold Rolled Steel In the case of uncoated - steel, a nick or scratch in the paint coating disrupts the barrier protectionprovided by the paint, The exposed steel corrodes, forms a rust pocket and corrosion continues unimpeded. The rust grows — consuming the steel and lifting the paint. Unprimed Galvanneal Steel A damage site on zinc coated steel sheet can expose the steel sin to corrosion. The zinc coating _sachfices itself to protect the steel. This galvanic action continues until the zinc is depleted in the immediate area. Prime Painted Galvanneal Steel A nick or scratch on, a prime painted galvanneal steel sheet disrupts the first layer of protection. With the paint barrier broken, the zinc is exposed to provide the second layer of protection for the steel A DAYBAR INDUSTRIES LIMITED 1235 Aerowood Drive, Mississauga, Ontario, Canada • L4W 1 B9 Tel: 1-905-625-8000 • Fax:1-905-625-4204 Visit our web site at www.daybar.com As part of the research and developmentthat went into prime painted galvanneal products, Daybar conducted a battery of endurance tests in accordance with ANSI A250.10 as is required by SDI 100. Daybar prime painted galvanneal steel doors and frames were laboratory tested to severe weather and usage conditions to verifythe physical performance and rust inhibiting qualities of the product. Daybar exceeded the requirements of this testing standard and offers the only Lifetime Guarantee Against Rust for these prime painted products. Lifetime Guarantee Against Rust The Best Protection Against Rust in the Industry Daybar Industries Limited guarantees all its factory prime painted galvanneal steel doors and frames against rust perforation for the life of the building in which it is installed. (Doors and frames must be handled, installed and finish painted to the manufacturer's recommendations.) Plus a 10 Year Warranty on Delta Series Components Daybar Industries Limited warrants the quality of all Delta Series doors for a period of 10 years from the original date of ; purchase. This warranty is limited t "> to the lamination of the door core to face sheets and the weld joints of all hardware reinforcements. Visit www. da ybar. corn for more information on Daybar's warranty programs. Authorized Distributor e ©®©e it CONSTRUCTION�� STEELDOOR&FRAME SPECIFICATIONS Pke Don . v . , ,. I T 1 0 1 a.�nnxmxeu,�oiww.r INSTITUTE �'r . e.e e,00,., I 0 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points 18 2226.0 42.08 16869.6 Single, Clear N 2.0 5.0 32.0 27.96 0.88 783.1 Single, Clear S • 4.0 8.0 69.0 44.66 0.69 2141.4 Single, Clear S 8.0 8.0 102.0 44.66 0.57 2576.8 Single, Clear NW 2.0 8.0 7.0 37.74 0.92 244.0 As -Built Total: 210.0 5745.3 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM. = Points Adajcent 0.0 0.0 0.0 Concrete, Ext Insul, Exterior 13.5 1400.0 0.00 0.0 Exterior 1400.0 1.90 2660.0 Base Total: 1400.0 2660.0 As -Built Total: 1400.0 0.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 20.0 7.20 144.0 Exterior 20.0 4.80 96.0 ~ Base Total: 20.0 96.0 As -Built Total: 20.0 144.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 2226.0 0.60 1335.6 Under Attic 30.0 2226.0 0.60 1335.6 Base Total: 2226.0 1335.6 As -Built Total: 2226.0 1335.6 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 161.0(p) -31.8 -5119.8 Slab -On -Grade Edge Insulation 0.0 161.0(p) -31.90 5135.9 Raised 0.0 0.00 .0.0 Base Total: -5119.8 As -Built Total: -5135.9 INFILTRATION Area X BSPM = Points Area X SPM = Points 2226.0 14.31 31854.1 2226.0 14.31 31 WA.1 Summer Base Points: 47685.5 Summer As -Built Points: 33943.1 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 33943.1 1.000 0.975 0.341 1.000 11281.1 47685.5 0.3577 17057.1 33943.1 1.00 0.975 0.341 1.000 11281.1 • FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: TRICON/OCEAN PEARL B UNIT Builder: TRICON DEVELOPMEN' Address: Permitting Office: City, State: Permit Number: Owner. Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Multi -family _ a. Central Unit Cap: 36.0 kBtu/hr 3. -- Number of units, if multi -family 1 _ SEER: 10.00 4. Number of Bedrooms 3 _ b. N/A _ 5. Is this a worst case? No _ 6r Conditioned floor area (ft2) 2226 ft2 c. N/A 7. Glass area& type _ a. Clear - single pane _ 210.0 ft2 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Strip Cap: 36.0 kBtu/hr _ c. Tint/other SC/SHGC - single pane 0.0 ft2 _ COP: 1.00 d. TinVother SC/SHGC -double pane 0.0 ft2 b. N/A _ 8. Floor types _ a. Slab -On -Grade Edge Insulation _ R=0.0, 161.0(p) 8 _ c. N/A b. N/A _ c. N/A _ 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 40.0 gallons _ - a. Concrete, Ext Insul, Exterior R=13.5, 1400.0 ft2 _ EF: 0.88 b. N/A _ b. NIA _ c. N/A u d. N/A _ T c. Conservation credits e. N/A (HR Heat recovery, Solar _ 10. 'Ceiling types _ I)HP-Dedicated heat pump) a. Under Attic R=30.0, 2226.0 fie _ 15. HVAC credits b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, _ c. N/A BF -Whole house fan, 11. Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 176.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/FloorArea: 0.09 . Total as -built points: 23970.00 PASS Total base points: 30358.00 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. ,/� PREPARED BY: 1, DATE: /D 0 I hereby certify that this building, as designed, is in compliance with the Florida Energy ode. OWNER/AGENT: 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 with Section553.908 Florida Statutes. BUILDING OFFICIAL: DATE: TRICON DEVELOPMENT OF BREVARD, INC. P. O. Box 320637 COCOA BEACH, FLORIDA 32932.0637 PHONE: (321) 453-5360 October 16, 2001 William Hatcher St. Lucie County Building Department 2300 Virginia Avenue Ft. Pierce, FL 34982 Re: Permit # 21070723 Ocean Pearl Dear Sir: FAx: (321) 453-3618 With reference to the attached transmission of 9/27/01, please find the following enclosed: Item # 1— (3) signed and sealed wind -load affidavits Item # 2 — Typo on plans -should read "2 hour" fire rated masonry walls in elevator shafts, stairwells and trash chutes. Item # 3 — Dryer and bath exhaust vent penetrations will be -adequately "fire - caulked", according to code, so as not to violate the integrity of the fire -rated assembly. Item # 4 — (3) sets of structural plans, signed and sealed. I Items # 1 and #4 were previously submitted by this office, to the building department should they turn up, please return them to us. Tha y i co ev oLt of Brevard, Inc. Ed Lawrence 0N a BOARD OF COUNTY ' - COMMISSIONERS - 5 J FAX# (561)462-M6 I/R TR"SMiSSION COVER FOB _ �N 0. Oi UNK p�y„cr Mo. / • OC11ti CDW.1f�0. O'WCI Md- 4 KAULA A_ "I oWjjV O No. Ho. 0 fMNNtE HutKwNsok. Ciurtee a • Ct7Ff a►N+iS. ti+serur go. 3 Cow v Ad,,m.V Qft, . pewgta AA, AnQ•r�on 23a0 Virglnlo Avenue Fr, Plerce. 4 34g82 Pubrc Walls. (S61) 462.1485 • FAX (561) 462.2362 D�visloA of ZnginledA9: (561) 462_1707 Fox 462-2362 • Orifsson at Dn►i�ion of Solid Wou.. C56 t) a62.17bd 4 2 T561) 462.2S 1 i FA X 442.2-44 O+v�s�cn of.p�td ng G Insp4--=ons (SO t ? 45?-1553 Fox 462-1735 • M (Sb t) 462.1428 ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT 2300 VIRGINIA AVENUE FT. PIERCE, FL. 34982-5652 561-462-1553 DESIGN::CeRTIFICATION FOR WIND LOAD COMPLIANCE This Certification is to be completed by the project design architect or engineer. This Certification must be submitted with all applications for building permit involving the construction of new. residence (single or multi -family), residential addition, any accessory structure requiring a building permit, and any nonresidential structure. This Certification shalt not apply to interior renovations (provided that no structural walls, columns or other similar component is being effected) and certain other minor. building permits. For further assistance, please contact the Building Inspection Office at 462-1553 or 462-2172. PROJECT NAME PEARL -OCEANFRONT CONDO. OFFICE USE ONLY STREETADDRESS 3920 N. HWY AlA PR NUMBER N. HUTCHINSON IS. FL. 34949 PERMIT NUMBER OCCP. TYPE CST. TYPE CERTIFICATION STATEMENT: CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING"`CODES CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. DESIGN PARAMETERS AND ASSUMPTIONS USED: (please check or complete the aooroorite box) 2. 3. S. 6. STANDARD BUILDING CODE 1997 EDITION BUILDING DESIGN IS (CHECK ONE) ENCLOSED BUILDING HEIGHT: f �j�o FT 4, ASCE 7-95 OTHER (SPECIFY) PARTIALLY ENCLOSED _� OPEN BUILDING WIND SPEED USED IN BUILDING DESIGN: I4�> MPH WIND EXPOSURE CLASSIFICATION (REFER TO EXPOSURE TABLES IN BUILDING CODE IDENTIFIED IN LINE Xl): G AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: PSF 7. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 4- 79j -193 PSF 8. IMPORTANCEJUSE FACTOR (OBTAIN FROM BUILDING CODE): 1. O 9. LOADS: FLOOR oo PSF ROOFIDEAD: 2b PSF ROOF/LIVE: PSF 10. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE) YES )< NO_ If NO, why? (attach explaination) 11. ' IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YES NO _ If NO, why? (attach explaination) 12. ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK oNE) YES NO If NO, why? (attach explaination) 13. F MINIMUM SOIL BEARING PRESSURE: PSF (PILE SVppppTE;p S-!-� AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CERTIFICA T IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. h `� NAME: 1osePH E. C t-mr,"CG CERTIFICATION NO: P15-0 2AS(o 3DE$IGN FIRM: Cteyl Ea.rb"&W� DATE: L�vRi��TIDIJ i '' ,,r,'�SLCCDV-Fp.9M NO:ozo-oo ST. LUCIE COUNTY PUBLIC WORK$ BUILDING & ZONING DEPARTMENT• 2300-VIRGINIA AVENUE FT.' PIERCE, F.L. 34982-5652 561- 462-1553 ° t DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE This Certification is to be completed by' the project design architect or engineer. This Certification must be sdbmitted with all applications for building permit involving the construction of new residence (single or multi -family), residential addition, any accessory structure requiring a building permit, and any nonresidential structure. This Certification shall not apply. to interior renovations (provided that. no structural walls, columns -or other similar componenf is being effected) and certain other minor. building permits. For further assistance, please contact .the Building Inspection 'Office,at 462-1553 or 462-2172. PROJECT NAME OFF(CE'USE ONLY Ocean Pearl Condominium STKEETADDRESS.` Sec:23 Twn.34 Rg:40 PR NUMBER N. Hutchinson Is., FL. 33949 PERMIT NUMBER OCCP. TYPE CST.TYPE CERTIFICATION STATEMENT: 1 CERTIFY THAT, TO THE BEST- OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN -DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS D1=PICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BYgCURRENT CODE PROVISIONS. 1, STANDARD BUILDING CODE 1997 EDITION ASCE 7-95 OTHER (SPECIFY) A S66 7'9a BUILDING DESIGN IS (CHECK ONE) ENCLOSED PARTIALLY ENCLOSED �_ OPEN BUILDING BUILDING HEIGHT: ��j�o FT 4. WIND SPEED USED IN BUILDING DESIGN: Ih°p MPH WIND EXPOSURE CLASSIFICATION (REFER TO EXPOSURE TABLES IN BUILDING CODE IDENTIFIED IN LINE 91): G 6. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: PSF 7. --- ' ; PEAK WIND VELOCITY PRESSURE ON EXTERIOR -FACES OF STRUCTURE: 4-79 'I93 PSF 8, IMPORTANCE/USE FACTOR (OBTAIN FROM BUILDING CODE): I.O •. - 40 LOADS: FLOOR • oo PSF ROOFIDEAD: 20 PSF ROOF/LIVE: 4�) PSF 1,o. , WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE) YES NO If NO, why? (attach exp`1airl�(ion) — A CONT)NUOUS LOAD PATH PROVIDED (CHECK ONE) YES �_ NO If NO, why? (attach explaination) 12 ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK ONE) YES NO — If NO,' why? (attach explaination) 13IMUM'SOIL BEARING -PRESSURE: PSF 1-01. ': SVppoR� S'T1�uG�? 1MTNESSED B,Y MY`SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH;THIS'CERTIFICATIONI_ IS,TRUE AND CORRECT, ; TO THE BEST, OF MY KNOWLEDGE AND BELIEF. NAME: `f cSEPl1'% E. C�RDIa-G CERTIFICATION NO: P-004-20S(o$ DESIGN FIRM: (sr2bt4122-Sh)(511.►DATE: of J rrrr��a SLCCDV FORM NO: all-W M a FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: ... PERMIT #: , BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points. Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Points .'ta 2226.0 4.79 1919.1 Single, Clear N 2.0 5.0 32.0 12.32 0.99 392.2 Single, Clear S 4.0 8.0 69.0 7.73 1.30 693.2 Single, Clear S 8.0 8.0 102.0 7.73 1.84 1449.7 ' -Single, Clear NW 2.0 8.0 7.0 12.23 1.00 85.4 As -Built Total: 210.0 2620.5 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 0.0 0.0 0.0 Concrete, Ext Insul, Exterior 13.5 1400.0 0.80 1120.0 Exterior 1400.0 2.00 2800.0 1 Base Total: 1400.0 2800.0 As -Built Total: 1400.0 1120.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0. 0.00 0.0 Exterior Wood 20.0 7.60 152.0 Exterior 20.0 5.10 102.0 'Base Total: 20.0 102.0 As -Built Total: 20.0 152.0 CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM = Points Under Attic 2226.0 0.60 1335.6 Under Attic 30.0 2226.0 0.60 1335.6 Base Total: 2226.0 1336.6 As -Built. Total: 2226.0 1335.6 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 161.0(p) -1.9 --305.9 Slab -On -Grade Edge Insulation 0.0 161.0(p) 2.50 402.5 Raised 0.0 0.00 0.0 Base Total: -305.9 As -Built Total: 402.6 INFILTRATION Area X BWPM = Points Area X WPM. = Points 2226.0 -0.28 -623:3 - 2226.0 -0.25 -6M.3 Winter Base Points: 5227.5 Winter As -Built Points: 5007.3 Total Winter X System = Heating Total X Cap X - Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 5007.3 1.000 0.998 1.000 1.000 4996.8 5227.5 1.0730 5609.1 5007.3 1.00 0.998 1.000 1.000 499&8 M J FORM 60OA-97 WATER HEATING. & CODE COMPLIANCE STATUS Residential Whole Building Performance, Method A - Details . ADDRESS:, , , " PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit Total Bedrooms Volume Bedrooms Ratio Multiplier, 3 2564.00 7692.0 40.0 0.88 3 1.00 2564.00 1.00 7692.0 As -Built Total: 7692.0 CODE COMPLIANCE" STATUS BASE AS -BUILT Cooling + Heating + - Points Points Hot Water Points = Total Points Cooling + Heating + Hot Water = Total Points Points Points Points 17057.1 5609.1 7692.0 30358.2 11281.1 4996.8 7692.0 23969.8 PASS FORM 60OA-97 Code CoupRiiance-:G;h_ec.klmt- ResidentiaL hole-Buildin Perfa�r�angP,. �tetho-.A---_[�t�als .. a ADDRESS- , , PERMIT #: j 6A-21 INFILTRATION REWCT=-`C01gJ - 1NC AE_CHECKLIS�'_- _ COMPONE TS SECTION ENTS FOR EACH PRACTICE- = CHe6K- Exterior Windows & Doors ' .AM:. A-` IiAaximumi,3:cfm/s .ft. window ea; .5 cf .ft. oor area... Exterior &Adjacent Walls 6061 ABC.1,2.1 k,,ga$ et, weatherstrip orseal. between:windows/doors & frame"urrounding wall; & plate; 6deriorv�call - ndation wall sole or sill joigtsbetween panels at comers; utility etratlons,setween waltpanels & top/bottom plates; between walls end floor. CEPTIOWFrame walls Whefe"a continuous infiltration'barrier is installedt that extends - from and is staled to -the foundation to the top late. Floors 606.1.ABC.1.2.2 Penetrations/openings >10' seared unless-backed.bit-trussor jah members-. -EXCEPTION: Frame,floors where a continuous infiltration -barrier -is installed that is sealed to the erimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is -sealed at the erimeter, .at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3' from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi-storyHouses 606.1.ABC.1.2.5 Air barrier•on perimeter of floor cavitybetween floors. Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. •� 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded b all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas-& heated pools must have covers (except solar heated).: Non-commercial pools must have a,pump timer. Gas spa & pool heaters, must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 _ All ducts, -fittings, -mechanical equipment -and -plenum chambers shall -be -mechanically attached; -sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R 3 both sides. Common ceiling & floors R-11. J A ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.3 The higher the score, the more efficient the home. 1. New construction or existing 1 Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (W) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SC/SHGC - single pane d. Tint/other SC/SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Ext lnsul, Exterior b. N/A ^. c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. N/A New _ 12. Cooling systems Multi -family _ a. Central Unit 1 _ 3 _ b. N/A No _ 2226 ft2 c. N/A 210.0 ft2 _ 13. Heating systems 0.0 ft2 _ a. Electric Strip 0.0 ft2 _ 0.0 ft2 b. N/A R-0.0, 161.0(p) ft _ c. N/A 14. Hot water systems _ a. Electric Resistance R=13.5, 1400.0 ft2 _ b. N/A _ c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) R=30.0, 2226.0 ft2 _ 15. HVAC credits _ (Cl:-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, _ PT -Programmable Thermostat, Sup. R=6.0, 176.0 ft _ RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H=Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features. which will be installed: (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: ��%' Date: JyV a 14 zap j Address of New Home: City/FL Zip: Cap: 36.0 kBtu/hr _ SEER: 10.00 Cap: 36.0 kBtu/hr _ CUP: 1.00 Cap: 40.0 gallons EN: 0.88 *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE Energy&aY designation), your home may qualify for energy efficiency mortgage (EEA11) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 4071638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a_ list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. J 8A .600A-97 -~ FLORIDA ENERGY EFFI ENCY CODE - FOR BUILDING CONSTRUCTION' Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: TRICON/OCEAN PEARL LOBBY Builder - TRICON DEVELOPMEM Address: Permitting Office: City, State: Permit Number. Owner. Jurisdiction Number. Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit 3, Number of units, if multi -family 1 _ 4. Number of Bedrooms 1 _ b. N/A 5. Is this a worst case? No _ 6. ' Conditioned floor area (112) 342 ft2 c. N/A 7. Glass area & type _ a. Clear -single pane 34.0 ft2 _ 13. Heating systems b. Clear -double pane 0.0 ft2 _ a. Electric Strip c. Tint/other SC/SHGC - single pane 0.0 112 _ d. Tint/other SC/SHGC - double pane 0.0 ft2 b. N/A 8. /Floor types _ a. Slab -On -Grade Edge Insulation R=0.0, 38.0(p) ft _ c. N/A ' b. N/A _ c. N/A 14. Hot water systems 9. wall types _ a. Electric Resistance . a. Concrete, Ext Insul, Exterior R=13.5, 270.0 W _ b. N/A _ b. N/A - c. N/A _ , , d. N/A _ c. Conservation credits e. N/A (HR-Hcat recovery Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 342.0 W _ 15. HVAC credits b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A IMF -whole house fin, i 11. Ducts _ PT -Programmable Thermostat a. Sup: Unc. Rek Unc. AH: Interior Sup. R=6.0, 54.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H Multizone heating) Glass/Floor Area: 0.10 Total as -built points: 5409.40 PASS Total base points: 6289..10 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: r�� ` DATE:'714MO 1 hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNERIAGENT: DATE: - Cap:18.0 kBtu/hr _ SEER 10.00 Cap:18.0 kBtu/hr _ COP:1.00 = Cap: 50.0 gallons _ EF: 0.88 Review of the plans and specifications covered by this yo4 sTgo calculation indicates compliance with the Florida Energy Code. �' m Before construction is completed a this building will be inspected for ,. compliance with Section 553.908c� Florida Statutes. BUILDING OFFICIAL: DATE: FOP.M. 60OA-97 v a 4 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points 18 342.0 42.08 2590.3 Single, Clear E 9.0 8.0 34.0 59.31 0.50 1004.6 As -Built Total: 34.0 1004.6 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 0.0 0.0 0.0 Concrete, Ext Insul, Exterior 13.5 270.0 0.00 0.0 Exterior 270.0 1.90 513.0 Base Total: 270.0 513.0 As -Built Total: 270.0 0.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 40.0 7.20 258.0 Exterior 40.0 4.80 192.0 Base Total: 40.0 192.0 As -Built Total: 40.0 288.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 342.0. 0.60 205.2 Under Attic 30.0 342.0 0.60 205.2 .Base Total: 342.0 205.2 As -Built Total: 342.0 205.2 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 36.0(p) -31.8 -1208A Slab -On -Grade Edge Insulation 0.0 38.0(p) -31.90 -1212.2 Raised 0.0 0.00- 0.0 Base Total: -1208A As -Bulk Total: 4212.2 INFILTRATION Area X BSPM = Points Area X SPM = Points 342.0 14.31 4894.0 342.0 14.31 4894.0 Summer Base Points: 7186.1 Summer As -Built Points: 5179.7 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 5179.7 1.000 0.975 0.341 1.000 1721.5 7186.1 0.3577 2570.5 5179.7 1.00 0.975 0.341 1.000 1721.5 FOOM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang FloorArea Type/SC Omt Len Hgt Area X WPM X WOF = Points '18 342.0 4.79 294.8 Single, Clear E 9.0 8.0 34.0 9.96 1.19 401.8 As -Built Total: 34.0 401.8 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 0.0 0.0 0.0 Concrete, Ext Insul, Exterior 13.5 270.0 0.80 216.0 Exterior 270.0 2.00 540.0 Base Total: 270.0 640.0 As -Built Total: 270.0 216.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 40.0 7.60 304.0 Exterior 40.0 5.10 204.0 Base Total: 40.0 204.0 As -Built Total: 40.0 -- 304.0 CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM = Points Under Attic 342.0 0.60 205.2 Under Attic 30.0 342.0 0.60 205.2 Base Total: 342.0 205.2 As -Built Total: 342.0 205.2 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 38.0(p) -1.9 -72:2 Slab -On -Grade Edge Insulation 0.0 38.0(p) 2.50 95.0 Raised • 0.0 0.00 0.0 Base Total: -72.2 As -Built Total: 95.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 342.0 -0.25 -95.8 342.0 -0.28 -95.8 Winter Base Points: 1076.1 Winter As -Built Points: 1126.3 Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 1126.3 1.000 0.90 1.000 1.000 1123.9 1076.1 1.0730 115+4.6 1126.3 1.00 0.998 1.000 1.000 1123.9 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Valume Bedrooms Ratio Multiplier 1 2564.00 2564.0 50.0 0.88 1 1.00 2564.00 1.00 2564.0 As -Built Total: 2564.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water — Total Points Points Points Points Cooling + Heating + Hot Water = Total Points Points Points Points 2570.5 1154.6 2564.0 6289.1 T 1721.5 1123.9 2564.0 5409.4 PASS 1 A FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: I 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE • CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm1sq.ft. window area; .5 cfmfsq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall We or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perirrie6r, penetrations and seams. Ceilings 606.1 ABC.1.2.3 Between walls & ceilings; penetrations of.ce" plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1 ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3' from insulation; or Type IC rated with < 2.0 efrn from conditioned space, tested. Mufti -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. CA-99 AT41FR PRESCRIPTIVE MFOSIIRFS Imucf he mpt nr exceeded by all residences_) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff s must be provided. Extemal or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficient of 78%. M Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls W7.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R3 both sides. Common ceiling & floors R-11. ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.8 The higher the score, the more efficient the home. 1 f f 1. New construction or existing Now - 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit 3. Number of units, if multi -family 1 - 4. Number of Bedrooms 1 - b. N/A 5. Is this a worst case? No. - 6. Conditioned floor area (fl2) 342 fl= c. N/A 7. Glass area & type - a. Clear - single'pane 34.0 fie - 13. Heating systems b. Clear - double pane 0.0 fl2 - a. Electric Strip c. Tint/other SC/SHGC - single pane 0.0 ft2 - d. Tint/other SC/SHGC - double pane 0.0 fix b. N/A 8. Floor types - a. Slab -On -Grade Edge Insulation R=0.0, 38.0(p) 8 - c. N/A b. N/A - c. N/A 14. Hot water systems 9. Wall types - a. Electric Resistance a. Concrete, Ext. Insul, Exterior R=13.5, 270.0 fl.2 - b. N/A - b. N/A c. N/A - - d. N/A - c. Conservation credits e. N/A (HR-Heat recovery, Solar 10. Ceiling types - DHP-Dedicated heat pump) a. Under Attic R=30.0, 342.0 W - 15. HVAC credits b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A IT -Whole house fan, 11. Ducts - PT -Programmable Thermostat,' a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 54.0 8 - RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Sig nture: g= Date: d t" le, Z d o r/ Address of New Home: City/ Zip: Cap: 18.0 kBtu/hr _ SEER' 10.00 Cap:18.0 kBtu/hr - COP:1.00 Cap: 50.0 gallons - EF: 0.88 _ *NOTE. The home's estimated energy performance score is only available through the. FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPAIDOE EnergySMF designation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487--1824. -1 It FOF M-60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: TRICON/OCEAN PEARL A UNIT Builder: TRICON DEVELOPMEN' Address: Permitting Office: City, State: Permit Number: Owner. Jurisdiction Number Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Multi -family - a. Central Unit Cap: 42.0 kBtu/hr - 3 - Number of units, if multi -family 1 - SEER: 10.00 - 4. Number of Bedrooms 3 - b. N/A - 5. Is this a worst case? No _ - 6. Conditioned floor area (ft2) 2510 R c. N/A - 7. Glass area & type - - a. Clear - single pane 324.0 ft2 - 13. Heating systems b. Clear - double pane 0.0 ft2 - a. Electric Strip Cap: 42.0 k$tu/hr - c. Tint/other SC/SHGC - single pane 0.0 ft2 COP: 1.00 - d. Tintlother SC/SHGC - double pane 0.0 ft2 b. N/A - 8. Floor types - - a. Slab -On -Grade Edge Insulation R=0.0, 174.0(p) ft _ c. N/A - b. N/A c. N/A 14. Hot water systems 9. Wall types - a. Electric Resistance Cap: 40.0 gallons - a. Concrete, Ext Insul, Exterior R=13.5, 1416.0 ft2 - EF: 0.88 _ b. N/A _ b. N/A c. N/A - - d. NIA _ c. Conservation credits - e. N/A (HR Heat recovery,. Solar 10. Ceiling types - DHP-Dedicated heat pump) a. Under Attic R=30.0, 2510.0 ft2 15. .HVAC credits - b. N/A - (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF--Whole house fan, 11. Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Rot: Unc. AH: Interior Sup. R=6.0, 187.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.13 Total as -built points: 27981.00 PASS Total base points: 32873.00 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida - Energy Code. PREPARED BY: e DATE: % 16 I hereby.certify that this building, as designed, is in compliance with the Florida Energy Code. OWNERIAGENT: DATE: b-D Review of the plans and �JOESr9 specifications covered by this o = , o calculation indicates compliance with the Florida Eneigy.Code. Before construction is completed a this building will be inspectec[for compliance with Section 553.908-won cos° Florida Statutes. N AL--OFF1ClU L:-- DATE: FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS:-,,, PERMIT #: I BASE AS -BUILT GLASS TYPES - .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points is 2510.0 4.79 2163.9 • Single, Clear N _ 6.0 5.0 12.0 12.32 0.99 146.1 Single, Clear E 6.0 8.0 7.0 9.96 1.11 77.7 Single, Clear S 2.0 5.0 36.0 7.73 1.18 329.6 - Single, Clear S 8.0 8.0 96.0 7.73 1.84 1364.4 Single, Clear W 8.0 5.0 19.0 10.74 1.10 225.4 Single, Clear W 2.0 5.0 52.0 10.74 1.03 575.6 Single, Clear SW 10.0 5.0 23.0 9.22 1.51 320.6 Single, Clear SW 6.0 8.0 56.0 9.22 1.24 640.8 Single, Clear NW 6.0 5.0 23.0 12.23 0.99 278.8 As -Built Total: 324.0 3968.9 WALL TYPES Area X BWPM = Points Type R-Value Area X, WPM = Points Adajcent 0.0 0.0 0.0 Concrete, Ext Insul, Exterior 13.5 1416.0 0.80 1132.8 Exterior 1416.0 2.00 2832.0 Base Total: 1416.0 2832.0 As -Built Total: 1416.0 1132.8 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 20.0 7.60 152.0 Exterior. 20.0 5.10 102.0 Base Total: 20.0 102.0 As -Built Total: 20.0 152.0 CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM = Points Under.Attic 2510D 0.60 1506D Under Attic 30.0 2510.0 0.60 1506.0 Base Total: 2610.0 1506.0 As -Built Total: 2610.0 1606.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 174.0(p) -1.9 -W0.6 Slab -On -Grade Edge Insulation 0.0 174.0(p) 2.50 435.0 Raised 0.0 0.00 0.0 Base Total: -330.6 As -Bulk Total: 435.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 2510.0 -0.28 -702.8 2510.0 -0.28 -702.8 FORM 600A-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , . PERMIT #: BASE AS -BUILT Summer Base Points: 53687.9 Summer As -Built Points: 41584.0 Total Summer X System Points Multiplier = Cooling Points Total Component X Cap Ratio X Duct X Multiplier System X Multiplier Credit Multiplier = Cooling Points . 53687.9 0.3577 192041 415M.0 41584.0 1.000 1.00 0.975 0.975 0.341 0.341 1.000 1.000 13820.5 13820.5 FORId WOA SLT S U rA - ReSidpntial Whole B.uftng_. Per iaa ceMethod. Pam- D ttails- ADDRESS- , , , PERMIT #:-. BASE AS-BUJLT :ems: rMES- .18 X Conditioned X BSPM--= Rom- Overhang Floor Area VeA%r, Qmt- -Lew. Area.-- X- qM- X- SOF _. Points. . :18 2510.0 42.08 19QJU Single, clew N 6.0- -5D- 12;0 27.961. QQ. 233.0 Single,_Clear E 6.0 8.0 -71) 59:31 n@f 2516 Zin&-,Clearr S 2.0 5.0 36.0- A4:66 0.75 J.208:2 Single, Clear S 8.0 8.0 96.0 44.66 0.57. _-2425.2 " Single, Clear W 8.0 5.0. 19.0 53.47 0.45 460.4 Single, Clear W 2.0 5.0 52.0 53.47 0.81 2240.3 Single, Clear SW 10.0 5.0 23.0 52.82 0.42 512.3 Single, Clear SW 6.0 8.0 56.0 52.82 0.58 1701-6 Single, Clear NW 6.0 5.0 23.0 37.74 0.62 533.9 As ­Built Total: 324.0 9666.5 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 0.0 0.0 0.0 Concrete, Ext Insul, Exterior 13.5 1416.0 0.00 0.0 Exterior 1416.0 1.90 2690.4 Base Total: 1416.0 2690A As -Built Total: 1416.0 0.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 20.0 7.20 144.0 Exterior 20.0 4.80 96.0 Base Total: 20.0 96.0 As -Built Total: 20.0 144`0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 2510.0 0.60 1506.0 Under Attic 30.0 2510.0 0.60 1506.0 Base Total: 2510.0 1606.0 As -Built Total: 2610.0 1606.0 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 174.0(p) -31.8 -5533.2 Slab -On -Grade Edge Insulation 0.0 . 174.0(p) 31.90 -5550.6 Raised 0.0 0.00 0.0 Base Total: -033.2 As -Built Total: _M0.6 INFILTRATION Area X BSPM = Points Area X SPM = Points 2510.0 14.31 35918.1 2510.0 14.31 35918.1 L FORM "600A-97 y WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: _ BASE AS -BUILT Winter Base Points: 5570.5 Winter As -Built Points: 6481.9 Total Winter X System = Points Multiplier Heating Points Total X Component Cap Ratio X Duct X Multiplier System X Multiplier Credit Multiplier = Heating Points 5570.5 1.0730 5977.2 M1.9 6481.9 1.000 1.00 0.9w 0.998 1.000 1.000 1.0m 1.000 64M.3 6468.3 v FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2564.00 7692.0 40.0 0.88 3 1.00 2564.00 1.00 7692.0 As -Built Total: 7692.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points - Total Points Cooling + Heating + Hot Water = Total Points Points Points Points 19204.2 5977.2 7692.0 32873.3 13820.5 6468.3 7692.0 27980.8 PASS hV FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS:, , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfmfsq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. - EXCEPTION: Frame walls where a continuous infiftration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >18' sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls &ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1 ABC.1.2.4 Type IC rated with no penetrations, sealed; o� Type IC or non -IC rated, installed inside a sealed box with 12" clearance & 3' from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration refits 606.1 ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences_) COMPONENTS SECTION REQUIREMENTS - CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have'covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically' attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.0 The higher the score, the more efficient the home. 1. New construction or existing 2. Single family or multi -family 3: Number of units, if multi -family, 4. Number of Bedrooms 5. Is this a worst case? 5. Conditioned floor area (ft2) 7. Glass area & type a. Clear -single pane b. Clear - double pane c. Tint/other SC/SHGC - single pane d. Tint/other SC/SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. wall types a. Concrete, Est Instil, Exterior b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. N/A New _ 12. Cooling systems Multi -family _ a. Central Unit 1 _ 3 _ b. N/A No 2510 fl2 _ c.' N/A 324.0 ft2 _ 0.0 ft2 _ 0.0 ft2 _ 0.0 ft2 R=0.0;174.0(p) ft R=13.5, 1416.0 ft R=30.0, 2510.0 ft2 Sup. R=6.0, 187.0 ft 13. Heating systems a. Electric Strip b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV -Cross ventilation, HF-whole house fan, k-Programmable Thermostat, RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature�— Dater, Address of -New Home: City/FL Zip: Cap: 42.0 kBtu/hr _ SEER_10.00 _ Cap: 42.0 kBtu/hr _ COP: 1.00 _ Cap: 40.0 gallons _ EF: 0.88 — *NOTE.- The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStaW designation), your home may qualify for energy efficiency mortgage (EED4) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 4071638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-,1824: W=kole;Building Performance Method for Commercial Buildings ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs FLA/COM-97 Version 2.2 PROJECT NAME -OCEAN PEARL CONDOMINIUM ADDRESS: _- VERO BEACH, FLORIDA .OWNER: _OCEAN PEARL DEVELOPMENT AGENT: Form 40OA-97 PERMITTING OFFICE: _ST. LUCIE COUNTY CLIMATE ZONE: 6 PERMIT NO- _- JURISDICTION NO: 661000 BUILDING TYPE: _Multifamily. CONSTRUCTION CONDITION: New construction DESIGN COMPLETION: _Finished Building CONDITIONED FLOOR AREA: _113637 MAX. TONNAGE OF EQUIPMENT PER SYSTEM:' 4 COMPLIANCE CALCULATION: METHOD A ----------------- A. WHOLE BUILDING PRESCRIPTIVE REQUIREMENTS: NUMBER OF ZONES: 14 DESIGN CRITERIA 90.45 100.00 LIGHTING NOT APPLICABLE FOR MULTIFAMILY RESIDENT GREATER THAN 3 HVAC EQUIPMENT - COOLING EQUIPMENTZ' 1. SEER 10.00 2. SEER 10.00 3. SEER 10.00 4. SEER 10.00 5. SEER 10.00 6. SEER 10.00 7. SEER 10.00 8. SEER 10.00 9. SEER 10.00 10. SEER 10.00 11. SEER 10.00 12. SEER 10.00 - 13. SEER 10.00 .HEATING EQUIPMENT 1. Et 1.00 2. Et 1.00 3. Et 1:00 4. Et 1.00 5. Et 1.00 6. Et 1.00 ' 7. Et 1.00 8. Et 1.00 9. Et 1.00 10. Et 1.00 11-. Et 1.00 12. Et 1.00 STORIES 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 RESULT PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 13. Et AIR DISTRIBUTION SYSTEM INSULATION 1'. Conditioned Space 2. Conditioned Space 3. Conditioned Space 4. Conditioned Space S. Conditioned Space 6. Conditioned Space 7. Conditioned Space 8. Conditioned Space 9. Conditioned Space 10. Conditioned Space ' 11. Conditioned Space 12. Conditioned Space 13. Conditioned Space 14. No Ducts •REHEAT SYSTEM TYPES USED NO REHEAT SYSTEM is USED WATER HEATING EQUIPMENT 1. EF 2. EF 3. EF 4. EF 5. EF 6. EF 7. EF 8. EF 9. EF 10. EF 11. EF 12. EF PIPING INSULATION REQUIREMENTS 1. Non -Circulating 2. Non -Circulating 3. Non -Circulating 4. Non -Circulating S. Non -Circulating 6. Non -Circulating ' 7. Non -Circulating 8. Non -Circulating 9. Non -Circulating 10. Non -Circulating 11. Non -Circulating 12.,Non-Circulating 1.00 N/A REQUIREMENTS 4.30 0.00 N/A 4.30 0.00 N/A 4.30 0.00 N/A 4.30 0.00 N/A 4.30 0.00 N/A 4.30 0.00 N/A 4.30 0.00 N/A 4.30 0.00 N/A 4.30 0.00. N/A 4.30 0.00 N/A 4.30 0.00 N/A 4.30 0.00 N/A 4.30 0.00 N/A 0.00 0.00 N/A 0.89 0.88 PASSES 0.89 0.88 PASSES 0.89 0.88 PASSES 0.89 0.88 PASSES 0.89 0.88 PASSES 0.89 0.88 PASSES 0.89 0.88 PASSES 0.89 0.88 PASSES 0.89 0.88 PASSES 0.89 0.88 PASSES 0.89 0.88 PASSES 0.89 0.88 PASSES 1.00 1:00 PASSES 1.00 1.00 PASSES 1.00 1.00 PASSES 1.00 1.00 PASSES 1.00 1.00 PASSES 1.00. 1.00 PASSES 1.00 1.00 PASSES 1.00 1.00 PASSES 1.00 1.00 PASSES 1.00 1.00 PASSES 1.00 1.00 PASSES 1.00 1.00 PASSES COMPLIANCE CERTIFICATION: I hereby cer ' y tha the plans and specificat' ns cover d by tkY' s lcu- lation ar in comp a Florida E er E c . PREPARED Y: DATE: I hereby certify that this building is in compliance with the Florida Energy Efficiency Code. p OWNER/AGENT: A, DATE: Review of the plans and specifica- tions covered by this calculation indicates compliance with the Florida Energy Efficiency Code. Before construction is completed, this building will be inspected - for compliance in accordance with Section 553.908, Florida Statutes. BUILDING OFFICIAL: DATE: I hereby certify(*) that'the system design is in compliance with the Florida Energy Efficiency Code. SYSTEM DESIGNER ARCHITECT MECHANICAL: PLUMBING ELECTRICAL• LIGHTING . REGISTRATION/STATE (*) Signature is required where Florida law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- J 401.------GLAZING--ZONE Elevation --------- Type ------------- North Residential North Residential North Residential South Residential West Residential .West Residential East Residential East Residential `Northeast Residential Northeast Residential Northwest Residential BUILDING -- ENVELOPE SYSTEMS COMPLIANCE CHECK ------------------------------------------------ v- U SC VLT Shading Area (Sgft) ---- 1.23 ---- ---- .95 .88 -------------- None ---------- 128 1.23 .95 .88 None 80 1.23 .95 .88 Continuous Ove 127 1.23 .95 .88 Continuous Ove 27 1.23 .95 .88 None 120 1.23 .95 .88 Continuous Ove 64 1.23 .95 .88 None 128 1.23 .95 .88 Continuous Ove 384 1.23 .95 .88 Continuous Ove 151 1.23 .95 .88 Continuous Ove 256 1.23 .95 .88 Continuous Ove 151 Total Glass Area in Zone 1 = 1616 401.------GLAZING--ZONE 2------------------------------------------------ v- Elevation Type U SC VLT Shading Area(Sgft) --------- West --------------- Residential ---- ---- 1.23 ---- .95 .88 -------------- Continuous Ove ---------- 128 West Residential 1.23 .95 .88 Continuous Ove 64 East Residential 1.23 .95 .88 Continuous Ove 320 East Residential 1.23 .95 .88 Continuous Ove 512 Northwest Residential 1.23 .95 .88 Continuous Ove 27 Total Glass Area in Zone 2 = 1051 401.------GLAZING--ZONE 3------------------------------------------------ v- 8levation Type U SC VLT Shading Area(Sgft) -=------- West --------------- Residential ---- ---- 1.23 ---- .95 .88 -------------- Continuous Ove ---------- 128 West Residential 1.23 .95 .88 Continuous Ove 64 East Residential 1.23 .95 .88 Continuous Ove 320 East Residential 1.23 .95 .88 Continuous Ove 512 Southwest Residential 1.23 .95 .88 Continuous Ove 27 Total Glass Area in Zone 3 = 1051 401.------GLAZING--ZONE 4------------------ ------------------------------ v- •Elevation Type U SC VLT Shading Area(Sgft) --------- South ---------------- Residential ---- ---- 1.23 ---- .95 .88 -------------- None ---------- 128 South Residential 1.23 .95 .88 None 80 South Residential 1.23 .95 .88 Continuous Ove 127 North Residential 1.23 .95 .88 Continuous Ove 27 West Residential 1.23 .95 .88 Ndne 120 West* Residential 1.23 .95 .88 Continuous Ove 64 East Residential 1.23 .95 .88 None 128 East Residential 1.23 .95 .88 Continuous Ove 384 Southeast Residential 1.23 .95 .88 Continuous Ove 151 Southeast Residential 1.23 .95 .88 Continuous Ove 256 Southwest Residential 1.23 .95 .88 Continuous Ove 151 Total Glass Area in Zone 4 = 1616 401.------GLAZING--ZONE 5------------------------------------------------- v- Elevation Type U SC VLT Shading Area(Sgft) --------- North --------------- Residential ---- ---- 1.23 ---- .95 .88 -------------- None --------=- 128 North Residential 1.23 .95 .88 None 80 North Residential 1.23 .95 .88 Continuous Ove 127 South Residential 1.23 .95 .88 Continuous Ove 27 I West Residential 1.23 .95 .88 None 120 Mast Residential 1.23 .95 .88 Continuous Ove 64 East Residential 1.23 .95 .88 None 128 East Residential 1.23 .95 .88 Continuous Ove 384 Northeast Residential 1.23 .95 .88 Continuous Ove 151 Northeast Residential 1.23 .95 .,88 Continuous Ove 256 Northwest Residential 1.23 .95 .88 Continuous Ove 151 Total Glass Area in Zone 5 = 1616 401.------GLAZING- -ZONE 6---------------------------------- =-------------v- Elevation Type U Sc VLT Shading Area(Sgft) --------- •West --------------- Residential ---- ---- 1.23 .95 ---- .88 -------------- Continuous Ove ---------- 128 West Residential 1.23 .95 .88 Continuous Ove 64 East Residential 1.23 .95 .88 Continuous Ove 320 East Residential 1.23 .95 .88 Continuous Ove 512 Northwest Residential 1.23 .95 .88 Continuous Ove 27 Total Glass Area in Zone 6 = 1051 401.------GLAZING--ZONE 7------------------------------------- ----------- v- Elevation Type U SC VLT Shading Area(Sgft) --------- West --------------- Residential ---- ---- 1:23 ---- .95 .88 -------------- Continuous Ove ---------- 128 West Residential 1.23 .95 .88 Continuous Ove 64 East Residential 1.23 .95 .88 Continuous Ove 320 East Residential 1.23 .95 .88 Continuous Ove 512 Southwest Residential 1.23 .915 .88 Continuous Ove 27 Total Glass Area in Zone 7 = 1051 401.------GLAZING--ZONE 8------------------------------------------------- v- Elevation Type U Sc VLT Shading Area(Sgft) ---------- Snuth --------------- Residential ---- ---- 1.23 ---- .95 .88 -------------- None ---------- 128 South Residential 1.23 .95 .88 None 80 South Residential 1.23 .95 .88 Continuous Ove 127 North Residential 1.23 .95 .88 Continuous Ove 27 West Residential 1.23 .95), .88 None 120 ±West Residential 1.23 .95 .88 Continuous Ove 64 East Residential 1.23 .95 .88 None 128 East Residential 1.23 .95 .88 Continuous Ove 384 'Southeast Residential 1.23, .95 .88 Continuous Ove 151 Southeast Residential 1.23 .95 .88 Continuous Ove 256 Southwest Residential 1.23, .95 .88 Continuous Ove 151 Total Glass Area in Zone 8 = 1616 401.------GLAZING--ZONE 9------------------------------------------------ v- Elevation Type U SC VLT Shading Area(Sgft) --------- North --------------- Residential ---- ---- 1.23 ---- .95 .88 -=------------ None ---------- 128, North Residential 1.23 .95 .88 None 80 North Residential 1.23 .95 .88 Continuous Ove 127 South Residential 1.23 .95 .88 Continuous Ove 27 West Residential 1.23 .95 .88 None 120 'West Residential 1.23 .95 .88 Continuous Ove 64 East Residential 1.23 .95 .88 None 128 East Residential 1.23 .95 .88 Continuous Ove 384 Northeast Residential 1.23 .95 .88 Continuous Ove 151 Northeast Residential 1.23 .95 .88 Continuous Ove 256 Northwest Residential 1.23 .95 .88 Continuous Ove 151 Total Glass Area in Zone 9 = 1616 401.------GLAZING--ZONE 10------------------------------------------------- v- Elevation Type . U SC VLT Shading Area(Sgft)l --------- WKst 4 --------------- Residential ---- 1.23 ---- ---- .95 .88 -------------- Continuous Ove ---------- 128 West Residential 1.23 .95 .88 Continuous Ove 64 East Residential 1.23 .95 .88 Continuous Ove 320 East Residential 1.23 .95 .88 Continuous Ove 512 Northwest Residential 1.23 .95 .88 Continuous Ove 2.7 Total Glass Area in Zone 10 = 1051 401.------GLAZING--ZONE 11---------- ------------------------------------ --v- Elevation --------- Type --------------- U ---- SC VLT ---- ---- Shading -------------- Area(Sgft) West Residential 103 .95 .88 Continuous Ove ---------- 128 'West Residential 1.23 .95 .88 Continuous Ove 64 East Residential 1.23 .95 .88 Continuous Ove 320 East Residential 1.23 .95 .88 Continuous Ove 512 `Southwest Residential 1.23 .95 .88 Continuous Ove 27 Total Glass Area in Zone 11 = 1051 401.------GLAZING--ZONE 12---------- ------------------------------------ --v- Elevation Type U SC VLT Shading Area(Sgft) -.-------- South --------------- Residential ---- 1.23 ---- ---- .95 .88 -------------- None ---------- 128 South Residential 1.23 .95 .88 None 80 South Residential 1.23 .95 .88 Continuous Ove 127 North Residential 1.23 .95 .88 Continuous Ove 27 West Residential 1.23 .95 .88 None 120 West Residential 1.23 .95 .88 Continuous Ove 64 East Residential 1.23 .95 .88 -None 128 East Residential 1.23 .95 .88 Continuous Ove 384 Southeast Residential 1.23 .95 .88 Continuous Ove 151 Southeast Residential 1.23 .95 .88 Continuous Ove 256 Southwest Residential 1.23 .95 .88 Continuous Ove 151 Total Glass Area in Zone 12 = 1616 01.------GLAZING--ZONE 13---------- =--------------- -------------------- --v-, Elevation Type U SC VLT Shading Area(Sgft) --------- tWest --------------- Commercial ---- 1.31 ---- ---- .95 .88 -------------= Continuous Ove ---------- 100 West Commercial 1.31 05 .88 None 60 Total Glass Area in Zone 13 = 160 •401.------GLAZING--ZONE 14------------------------------------------------ v- Elevation Type U SC VLT Shading Area(Sgft) --------- North --------------- Commercial ---- 1.31 ---- ---- .95 .88 -------------- None ---------- 0 Total Glass Area in Zone 14 = 0 Total Glass Area = 15158 402.- ----- WALLS --ZONE 1---------------------- -------------------------- --- Elevation Type U Insul R Gross(Sgft) --------- North ---------------------- 5/8"Stco/8"CMU/3/4"ISO ---------- BTWN24"oc ----= ------- 0.149 4 ----------- 2547 South 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 1368 East 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 1200 -West 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 999 Northeast 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 648 ,Northwest. 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 333 Total Wall Area in Zone 1 = 7095 402.------WALLS--ZONE 2----------------------------- -----------------'-- --- Elevation Type U Insul R Gross(Sgft) --------- North -------------------------------- 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc ----- ------- 0.149 4 ----------- 540 East 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 1044 0 West 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 1188 Northeast 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 119 Northwest 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 .4 299 Total Wall Area in Zone 2 = 3190 402.------WALLS--ZONE 3--------------------------- --------------------- Elevation Type' U Insul R Gross(Sgft) --- - - - - -- South ---------------------- 5/8"Stco/8"CMU/3/4"ISO ---- - - - - -- BTWN24"oc - - - --- - - - - 0.149 - - 4 ----------- 540 East 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 1044 West 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 1188 Southeast 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 119 ,Southwest 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 299 Total Wall Area in Zone 3 = 3190 402.------WALLS--ZONE 4------------------------------------------------ Elevation Type U Insul R Gross (Sgft) South 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 2547 North 5/8"Stco/8"CMU/3/41ISO BTWN24"oc 0.149 4 1368 East 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 1200 West 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 999 Southeast 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 648 Southwest 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 333 Total Wall Area in Zone 4 = 7095 402.------WALLS--ZONE 5 ------------------------------------------------ Elevation Type U Insul R Gross(Sgft) ---------- North -------------------------------- 5/8"Stco/80CMU/3/4"ISO BTWN24"oc ----- ------- 0.149 4 ----------- 2547 South 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc '0.149 4 1368 East 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 1200 West 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 999 Northeast 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 648 Rorthwest 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 333 Total Wall Area in Zone 5 = 7095 402.-- ---- WALLS --ZONE 6 ------------------------------------------------ -Elevation Type U Insul R Gross(Sgft) --------- North -------------------------------- 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc ---== ------- 0.149 4 ----------- 540 East 5/8"Stco/8"CMU/3/4"ISO __ BTWN24"oc 0.149 4 1044 West 5/8"Stco/a"CMU/3/4"ISO BTWN24"oc 0.149 4 1188 Northeast 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 119 Northwest 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 299 Total Wall Area in Zone 6 = 3190 402.------WALLS--ZONE 7-------------------------------------------=---= Elevation Type _ - U Insul R Gross (Sgft) --------- South -------------------------------- 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc ------------ 0.149 4 ----------- 540 East 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 1044 West 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 1188 Southeast 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 119 Southwest 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 299 Total Wall Area in Zone 7 = 3190 402.------WALLS--ZONE 8--------------------------------------------- --- Elevation Type I U Insul R Gross(Sgft) --------- South -------------------------------- 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc ----- ------- 0.149 4 ----------- 2547 North 5/8"Stco/8"CMU/3/491SO BTWN24"oc 0.149 4 1368 East 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 1200 West 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 999 Southeast' 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 648 Southwest 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 333 Total Wall Area in Zone 8 = 7095 402.------WALLS--ZONE 9---------------- =------------------------------- Elevation Type U Insul R Gross(Sgft) --------- North -------------------------------- 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc ----- ------- 0.149 4 ----------- 2547 South 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 1368 East 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 1200 West 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 999 Northeast 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 648 ' Northwest 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 333 Total Wall Area in Zone 9 = 7095 402------- WALLS --ZONE 10------------------------------------------------ Elevation Type U Insul R Gross (Sgft) --------- North -------------------------------- 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc ----- ------- 0.149 4 ----------- 540 East 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 .4 1044 West 5/8"Stco/8"CMU/3/4"ISO'BTWN24"oc 0.149 4 1188 Northeast 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 119 Northwest 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 299 Wall Area in Zone 10 = 3190 402.17 ---- WALLS --ZONE 11-Total ---------------------------�-------------------- Elevation Type = U Insul R Gross (Sgft) --------- South -------------------------- ----- 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc ----- ------- 0.149 4 ----------- 540 East 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 1044 West 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 1188 Southeast 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 119 Southwest 5/8"Stco/8"CMU/3/4"ISO BTWN24"6c 0.149 4 299 Total Wall Area in Zone 11.= 3190 102.------WALLS--ZONE 12 ------------------------------------------------ Elevation Type U Insul R Gross(Sgft) --------- * South -------------------------------- 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc ------------ OvI49 4 ----------- 2547 North 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 1368 East 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc _ 0.149 4 1200 West 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 999 Southeast 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 648 Southwest 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 333 Total Wall Area in Zone 12 = 7095 402.------WALLS=-ZONE 13 ------------------------------------------------ Elevation Type U Insul R Gross(Sgft) --------- West -------------------------------- 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc -- ------- 0.149 4 ----------- 420 Adjacent 8"CMU/3/4"ISO Btwn 24"oc/5/8"Gyp 0.151 4 1620 Total Wall Area in Zone 13 = 2040 402.------WALLS--ZONE 14 ------------------------------------------------ Elevation Type U Insul R Gross(Sgft) --------- North -------------------------------- STUCCO/BLK ----- ------- .619 0 ----------- 1013 South STUCCO/BLK .619 0 1013 East STUCCO/BLK .619 0 627 West STUCCO/BLK .619 0 1327 Total Wall Area in Zone 14 = 3979 Total Gross Wall Area = 67726 403.------DOORS--ZONE 1 ------------------------------------------------ Elevation Type U Area(Sgft) --------------------------------------------------- ----- ---------- South ,- 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 80 Total Door Area in Zone 1 = 80 403------- DOORS --ZONE 2 ------------------------------------------------ Elevation Type U Area (Sgft) --------------------------------------------------- ----- ---------- Northwest 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 80 Total Door Area in Zone 2 = 80 403.------DOORS--ZONE 3 ------------------------------------------------ Elevation Type U Area (Sgft) --------------------------------------------------- ----- ---------- ,Southwest 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 80 Total Door Area in Zone 3 = 80 403.------DOORS--ZONE 4------------------------------------------------ • Elevation Type U Area (Sgft) -------- ------------------------------------------ ----- ---------- North 1-3/4 Steel-Door-Fiberglass/Mineral woo 0.60 80 Total Door Area in Zone 4 = 80 403.------DOORS--ZONE 5------------ =----------------------------------- Elevation Type U Area(Sgft) --------------------------------------------------- ----- ---------- South 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 80 Total Door Area in Zone 5 = 80 403------- DOORS --ZONE 6---------------------------------------- -------- Elevation Type U Area (Sgft) --------------------------------------------------- ----- ---------- Northwest 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 80 Total Door Area in Zone 6 = 80 403.------DOORS--ZONE 7 ------------------------------------------------ E-levation Type U Area (Sgft) -------------------------------------------------- ----- ---------- Southwest 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 80 Total Door Area in Zone 7 = 80 403------- DOORS --ZONE 8------------------------------------------------ . Elevation Type U Area (Sgft) --------------------------------------------------- ----- ---------- North 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 80 Total Door Area in Zone 8 = 80 403------- DOORS --ZONE 9 ------------------------------------------------ Elevation Type U Area(Sgft) --------------------------------------------------- ----- ---------- South 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 80 Total Door Area in Zone 9 = . 80 403.------DOORS--ZONE 10---------------------- -------------------------- Elevation Type U Area (Sgft) --------------------------------------------------- ----- ---------- Northwest 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 80 Total Door Area in Zone 10 = 80 4.03------- DOORS --ZONE 11 ------------------------------------------------ "Elevation Type U Area(Sgft) --------------------------------------------------- ----- ---------- Southwest 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 80 Total Door Area in Zone 11 = 80 403.------DOORS--ZONE 12 ------------------------------------------------ Elevation Type U Area (Sgft) ------------------------------------------------- ----- ---------- North 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 80 Total Door Area in Zone 12 = 80 403.------DOORS--ZONE 13 ------------------------------------------------- Elevation Type U Area (Sgft) --------------------------------------------------- ----- ---------- West 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 40 Total Door Area in Zone 13 = 40 403------- DOORS --ZONE 14 ------------------------------------------------ Elevation Type U Area(Sgft) --- - - - - -------------------------------------- - - - - -- ----- ---------- North 2.5 STEEL ROLL -UP .85 112 North 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 20 North 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 33 North 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 20 South 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 40 South 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 80 Total Door Area in Zone 14 = 305 Total Door Area = 1306 404------- ROOFS --ZONE 1 ------------------------------------------------ Type Color U Insul R Area ( Sqf t ) ----•--------------------------------- -- - - -- - - - --- - - - - - - ---------- White 0 0 Total Roof Area in Zone 1 = 0 404.------ROOFS-=ZONE 2 ------------------------------------------------ Type Color U Insul R Area (Sgft) ------------------------------------ ------ ----- ------- ---------- White 0 0 Total Roof Area in Zone 2 = 0 404------- ROOFS --ZONE 3----- =------------------------------ ------------ Type Color U Insul R Area ( Sqf t ) ------------------------------------- ------ ----- ------- ---------- White 0 0 Total Roof Area in Zone 3 = 0, 404------- ROOFS --ZONE 4 ------------------------------------------------ Type Color U Insul R Area (Sgft) ---------------=-------------------- ------ ----- ------- ---------- White 0 0 Total Roof Area in Zone 4 = 0 404------- ROOFS --ZONE 5--------------------- ---------------------------- 'Type Color U Insul R Area(Sgft) -----------------------------=------ ------ ----- ------- ---------- White 0 0 Total Roof Area in Zone 5 = 0 404------- ROOFS --ZONE 6------------------------------------------------ Type . Color U Insul R Area (Sgft) ------------------------------------ ------ --- ------- ---------- White 0 0 Total Roof Area in Zone 6 = 0 404------- ROOFS --ZONE 7 ------------------------------------------------ Type Color U Insul R Area (Sgft) ------------------------------------ ------ ----- ------- ---------- White 0 0 Total Roof Area in Zone 7 = 0 404------- ROOFS --ZONE 8 ------------------------------------------------ Type Color U Insul R Area (Sgft) ------------------------------------ ------ ----- ------- ---------- White 0 0 Total Roof Area in Zone 8 = 0 404------- ROOFS --ZONE 9 ------------------------------------------------ Type Color U Insul R Area (Sgft) ------------------------------------ ------ ---------------------- single'/ins/conc/ins/gyp Dark .033 28 2467 Total Roof Area in Zone 9 = 2467 404.------ROOFS--ZONE 10 ------------------------------------------------ Type Color U Insul R Area(Sgft) ------------------------------------ ------ ---------------------- single/ins/conc/ins/gyp Dark .033 28 2236 Total Roof Area in Zone 10 = 2236 404.------ROOFS--ZONE 11 ------------------------------------------------ Type Color U Insul R Area (Sgft) --------------------------------- -- ------ ---------------------- single/ins/conc/ins/gyp Dark .033 28 2236 Total Roof Area in Zone 11 = 2236 404------- ROOFS --ZONE 12------------------------------------------------ ` Type ) Color U Insul R Area(Sgft) ------------------------------------ ------ ---------------------- single/ins/conc/ins/gyp Dark .033 28 2467 Total Roof Area in Zone 12 = 2467 404.------ROOFS -ZONE 13 ------------------------------------------------ Type Color U Insul R Area (Sgft) ------------------------------------ ------ ---------------------- conc./ins./gyp.bd Light .751 10 765 Total Roof Area in Zone 13 = 765 404.------ROOFS- ZONE 14 ------------------------------------------------ Type Color U Insul R Area ( Sqf t ) ------------------------------------ ------ ----- ------- ---------- White 0 Total Roof Area in Zone 14 = 0 Total Roof Area = 10171 405.------FLOORS-ZONE 1 ------------------------------------------------ .Type Insul R Area ( Sqf t ) '---------------------------------------------------------------- Floor over Unconditioned Space/Uninsulated 0 3000 Total Floor Area in Zone 1 = 3000 405------- FLOORS -ZONE 2--------------- --------------------------------- Type Insul R Area ( Sqf t ) ----------------------------------------------------------------- Floor over Unconditioned Space/Uninsulated 0 2442 Total Floor Area in Zone 2 = 2442 405.------FLOORS-ZONE 3 ------------------------------------------------ Type Insul R Area (Sgft) ----------------------------------------------------------------- Floor. over Unconditioned. Space/Uninsulated 0 '2336 Total Floor Area.in Zone 3 = 2336 405------- FLOORS -ZONE 4 ------------------------------------------------ Type Insul R Area (Sgft ) ----------------------------------------------------------------- Floor over Unconditioned Space/Uninsulated 0 2467 Total Floor Area in Zone 4 = 2467 405.------FLOORS-ZONE 5 ------------------------------------------------ Type Insul R Area (Sgft) ------------------------------------------------------=----------- No exterior floor 0 0 Total Floor Area in Zone 5 = 0 405.------FLOORS-ZONE 6 ------------------------------------------------- Type Insul R Area(Sgft) No exterior floor 0 0 Total Floor Area in Zone 6 = 0 405'-A----FLOORS-ZONE 7 ------------------------------------------------ Type Insul R Area(Sgft) ------------------------------------------------ No' exterior floor ------- 0 ---------- 0 Total Floor Area in Zone 7 = 0 405------- FLOORS -ZONE 8 ------------------------------------------------ Type Insul R Area(Sgft) ------------------------------------------------ No exterior floor ------- .0 ---------- 0 Total Floor Area in Zone 8 = 0 '405.------FLOORS-ZONE 9 ------------------------------------------------ Type Insul R Area(Sgft) ------------------------------------------------ No exterior floor ------- 0 ---------- 0 :� Total Floor Area in Zone 9 = 0 405.------FLOORS-ZONE 10------------------------------------------------ . Type Insul R Area ( Sqf t ) ------------------------------------------------- No exterior floor ------- 0 ---------- 0 Total Floor Area in Zone 10 = 0 405.------FLOORS-ZONE 11------------------------------------------------ Type Insul R Area(Sgft) ------------------------------------------------ No exterior floor ------- 0 ---------- 0' Total Floor Area in Zone 11 = 01 405.------FLOORS-ZONE 12 ------------------------------------------------ Type Insul R Area(Sgft) ------------------------------------------------ Ub exterior floor ------- 0 ---------- 0 Total Floor Area in Zone 12 — 0 405.------FLOORS-ZONE 13 ------------------------------------------------- Type Insul R Area ( Sqf t ) ------------------------------------------------ Slab on Grade/Uninsulated ------- 0 ---------- 765 Total Floor Area in Zone 13 = 765 405.------FLOORS-ZONE 14------------------------------------------------ ' Type Insul R Area ( Sqf t ) ------------------------------------------------ Slab on Grade/Uninsulated ------- 0 ---------- 10669 Total Floor Area in Zone 14 = 10669 Total Floor Area = 21679 406.------INFILTRATION -------------------------------------------------- CHECK (Infiltration Criteria in 406.1.ABCD have been met. MECHANICAL SYSTEMS CHECK ----------------' HVAC load sizing ----------------------------------------- has been performed. (407.1.ABCD) --- 407.------COOLING SYSTEMS= ---------------------------------------------- Type No Efficiency IPLV Tons 1. ---------------------------- Split System --- 4 ---------- 10.0 ------------------- 8.3 3.50 2. Split System 4 10.0 8.3 3.001 3. Split System 4 10.0 8.3 3.00 4. Split System 4 10.0 8.3 3.50 5. Split System 4 10.0 8.3 3.50 6. Split System 4 10.0 8.3 3.00 7. �Sp'iit System 4 10.0 8.3 _ 3.00 8. Split System 4 10.0 8.3 3.50 9. Split System 4 10.0 8.3 3.50 10. Split System 4 10.0 8.3 3.00 11. Split System 4 10.0. 8.3 3.00 12. Split System 4 10.0 8.3 3.50 13. Split System 1 10.0 8.3 2.00 14. No Cooling System 0 0 0 0.00 408------- HEATING SYSTEMS ----------------------------------------------- ' Type No Efficiency BTU/hr 1. -------------------------------- Electric Resistance --- 4 ------------------------ 1.0 27000 2. Electric Resistance 4 1.0 27000 ` 3. Electric Resistance 4 1.0 27000 4._Electric Resistance 4 1.0 27000 S. Electric Resistance 4 1.0 27000 6. Electric Resistance 4 1.0 27000 .7.- Electric Resistance 4 1.0 27000 8. Electric Resistance 4 1.0 27000 9. Electric Resistance 4 1.0 27000 10. Electric Resistance 4 1.0 27000 11. Electric Resistance 4 1.0 27000 12. Electric Resistance 4 1.0 27000 13. Electric Resistance 1 1.0 17000 14. No Heating System 0 0 0 409------- VENTILATION --------------------------------------------------- • Ventilation Criteria in 409.1.ABCD have been met. (CHECK 4710 ------ AIR DISTRIBUTION SYSTEM---------------------------------------- ' CHECK ---------------------------------------------------------- Duct sizing and design have been performed. (410.,1.ABCD) ----- I AHU Type Duct Location R-value ` 1. ----------------------------------- Air Conditioners ---------------------- Conditioned Space ------- 4.3 2. Air Conditioners Conditioned Space 4.3 " 3. Air Conditioners Conditioned Space 4.3 4. Air Conditioners Conditioned Space 4.3 5. Air Conditioners Conditioned Space 4.3 6. Air Conditioners Conditioned Space 4.3 7. Air Conditioners Conditioned Space 4.3 8. Air Conditioners Conditioned Space 4.3 9. Air Conditioners Conditioned Space 4.3 10. Air Conditioners Conditioned Space 4.3 11. Air Conditioners Conditioned Space 4.3 12. Air Conditioners Conditioned Space 4.3 13. Air Conditioners Conditioned Space 4.3 _14. None (Unconditioned Zone) No Ducts 0 CHECK ------------------------------------------------------- ---- Testing and balancing will be performed. (410.1.ABCD) --- 411.-----PUMPS AND PIPING -ZONE ----------------------------------------- Basic prescriptive requirements in 411.1.ABCD have been met. PLUMBING SYSTEMS 411 ------ PUMPS AND PIPING -ZONE 1---------------------------------------I--- VlType R-value/in Diameter Thickness --------------------------------------------------- 1. Non -Circulating 3.8 .75 1 411------ PUMPS AND PIPING -ZONE 2 ---------------------------------------- Type R-value/in Diameter Thickness 1. Non -Circulating 3.8 .75 1 411------ PUMPS AND PIPING -ZONE 3 --------------------------------------- Type R-value/in Diameter Thickness 1. Non -Circulating 3.8 .751 " 411.-----PUMPS_ AND PIPING -ZONE 4 --------------------------------------- Type R-value/in" Diameter Thickness ------------------------------------------------- 1. Non -Circulating 3.8 .75 . 1 =411 ------- PUMPS AND PIPING -ZONE 5 --------------------------------------- Type R-value/in Diameter Thickness ------------=---------------=---------------------- .1: Non -Circulating 3.8 .75 1 411.---'-=PUMPS AND PIPING -ZONE 6------------------------ ---------------- Type R-value/in Diameter Thickness -------------------_-------------------------------- 1. Non -Circulating 3.8 .75' 1 411------ PUMPS AND PIPING -ZONE 7 --------------------------------------- Type R-value/in Diameter Thickness 1. Non -Circulating 3.8 .75 1 411------ PUMPS AND PIPING -ZONE 8--------------- ------------------------ • Type R-value/in Diameter Thickness 1. Non -Circulating 3.8 .75 1 •411.-----PUMPS : AND PIPING -ZONE 9 --------------------------------------- Type R-value/in Diameter Thickness --------------------------------------------------- 1. Non -Circulating 3.8 .75 1 411.---==PUMPS AND PIPING -ZONE 10 --------------------------------------- Type R-value/in Diameter Thickness --------------------------------------------------- 1. Non -Circulating 3.8 .75 1 411------- PUMPS AND PIPING -ZONE 11 --------------------------------------- Type R-value/in Diameter Thickness -------------------------------------------------- 1. Non -Circulating 3.8 .75 1 411.-----PUMPS AND PIPING -ZONE 12 --------------------------------------- Type R-value/in Diameter 'Thickness --------------------------------------------------- 1. Non -Circulating 3.8. .75 1 411------ PUMPS AND'PIPING-ZONE 13---------------- ----------------------- Type R-value/in Diameter Thickness 1. Non -Circulating 0 0 0 411------ PUMPS AND PIPING -ZONE 14------------ --------------------------- Type R-value/in Diameter Thickness 1. Non -Circulating 0 0 0 412 ------ WATER HEATING SYSTEMS -ZONE 1---------------- .------------------ Type Efficiency StandbyLoss InputRate Gallons 1. <=12 kW .89 0 4500 40 412._-= --WATER HEATING SYSTEMS -ZONE 2---------------------------------- --- Type Efficiency StandbyLoss InputRate Gallons ------------------------ 1. <=12 kW ---------- .89 ---------- 0 -------------------- 4500 40 412.-----WATER HEATING SYSTEMS -ZONE 3---------------------------------- --- Type ---------------=-------- Efficiency ---------- StandbyLoss ---------- InputRate Gallons 1. <=12 kW .89 0 -------------------- 4500 40 412.-----WATER HEATING SYSTEMS -ZONE 4---------------------------------- --- Type '------------------------ Efficiency --------=- StandbyLoss ---------- InputRate ---------- Gallons 1. <=12 kW .89 0 ---------- 4500 40 412.-----WATER HEATING SYSTEMS -ZONE 5---------------------------------- --- Type ---------- -------------- Efficiency ---------- StandbyLoss ---------- InputRate Gallons 1. <=12 kW .89 0 -------------------- 4500 40 412.-----WATER HEATING SYSTEMS -ZONE 6---------------------------------- --- Type ------------------------ Efficiency ---------- StandbyLoss ---------- InputRate Gallons 1. <=12 kW .89 0 -------------------- 4500 40 412.-----WATER HEATING SYSTEMS -ZONE 7------------ =--------------------- --- Type ------------------------ Efficiency ---------- StandbyLoss ---------- InputRate ---------- Gallons 1. <=12 kW .89 0 ---------- 4500 40 412.-----WATER HEATING SYSTEMS -ZONE 8---------------------------------- --- Type ------------------------ Efficiency ---------- StandbyLoss ---------- InputRate Gallons •1. <=12 kW .89 0 -------------------- 4500 . 40 4'12.-----WATER HEATING SYSTEMS -ZONE 9---------------------------------- --- Type '------------------------ Efficiency ---------- StandbyLoss ---------- InputRate Gallons �1. <=.12 kW .89 0 -------------------- 4500 40 412.-----WATER HEATING SYSTEMS -ZONE 10---------------------------------- --- Type ------------------------- Efficiency ---------- StandbyLoss -------------------- InputRate Gallons 1. <=12 kW .89 0 ---------- 4500 40 -412.-----WATER HEATING SYSTEMS -ZONE 11---------------------------------- --- Type ------------------------ Efficiency ---------- StandbyLoss -------------------- InputRate Gallons 1. <=12 kW .89 0 ---------- 4500 40 412------ WATER HEATING SYSTEMS -ZONE 12---------------------------------- --- Type ------------------------ Efficiency ---------- StandbyLoss -------------------- InputRate ---------- Gallons 1. <=12 kW .89 0 4500 40 412.-----WATER HEATING SYSTEMS -ZONE 13---------------------------------- --- Type ------------------------ Efficiency ---------- StandbyLoss -------------------- InputRate Gallons 412.-----WATER HEATING ---------- SYSTEMS -ZONE 14---------------------------------- --- Type Efficiency StandbyLoss InputRate Gallons ELECTRICAL SYSTEMS CHECK 413.-----ELECTRICAL POWER DISTRIBUTION--------------------- ------ ----- --- Metering criteria in 413.1.ABCD have been met. 414.-----MOTORS --------------------------------------------------- ----- --- Motor efficiencies in 414.1.ABCD have been met. 415------ LIGHTING SYSTEMS -ZONE S'pac`e'Type No Control Type 1 ---------- --- -------------- Guest Room 4 On/Off 415 ------ LIGHTING SYSTEMS -ZONE Space Type No Control Type 1 Guest Room 4 On/Off 415 ------ LIGHTING SYSTEMS -ZONE Space Type No Control Type 1 ---------- --- -------------- Guest Room 4 On/Off 415 ------ LIGHTING SYSTEMS -ZONE Space Type No Control Type 1 ---------- --- -------------- Guest Room 4 On/Off 415 ------ LIGHTING SYSTEMS -ZONE Space Type No Control Type 1 ---------- --- -------------- Guest Room 4 On/Off 415 ------ LIGHTING SYSTEMS -ZONE 'Space Type No Control Type 1 ---------- --- -------------- Guest Room 4 On/Off 415 ------ LIGHTING SYSTEMS -ZONE Space Type No Control Type 1 ---------- --- -------------- Guest Room 4 On/Off 415------LIGHTING SYSTEMS -ZONE Space Type No Control Type 1 ---------- --- -------------- Guest Room 4 On/Off 415 ------ LIGHTING SYSTEMS -ZONE Space Type No Control Type 1 ---------- --- -------------- Guest Room 4 On/Off 415 ------ LIGHTING SYSTEMS -ZONE Space Type No Control Type 1 ---------- --- -------------- Guest Room 4 On/Off 1 --------------------------------------- No Control Type 2 No Watts Area(Sgft) 21 None 11200 9868 Total Watts for Zone 1 = 11200 Total Area for Zone 1 = 9868 2 --------------------------------------- No Control Type 2 No Watts Area(Sgft) 20 None 10000 8944 -Total Watts for Zone 2 = 10000 Total Area for Zone 2 = 8944 3 --------------------------------------- No Control Type 2 No Watts Area(Sgft) ------------=---- --- ---------------- 20 None 10000 8944 Total Watts for Zone 3 = 10000 Total Area for Zone 3 = 8944 4 --------------------------------------- No Control .Type 2 No Watts Area (Sgft) 21 None 11200 9868 Total Watts for Zone 4 = 11200 Total Area for Zone 4 = 9868 5 --------------------------------------- No Control Type 2 No Watts Area(Sgft) ----------------- --- ---------------- 21 None 11200 9868 Total Watts for Zone 5 = 11200 Total Area for Zone 5 = 9868 6 --------------------------------------- No Control Type 2 No Watts Area(Sgft) ----------------- --- ---------------- 20 None 10000 8944 Total Watts for Zone 6 10000 Total Area for Zone 6 = 8944 7 --------------------------------------- No Control Type 2 No, Watts Area(Sgft) ----------------- --- ---------------- 20 None 10000 8944 Total Watts for Zone 7 = 10000 Total Area for Zone 7 = 8944 8--------------------------------------= No Control Type 2 No Watts Area(Sgft) ----------------- --- ---------------- 21 None 11200 9868 Total Watts for Zone 8 = 11200 Total Area for Zone 8 = 9868 9 --------------------------------------- No Control Type 2 No Watts Area(Sgft) ----------------- --- ----------------- 21 None 11200 9868 Total Watts for Zone 9 = 11200 Total Area for Zone 9 = 9868 10 --------------------------------------- No Control Type 2 No Watts Area (Sgft) 20 None 10000 8944 Total Watts for Zone 10 = 10000 r' Total Area for Zone 10 = 8944 415 ------ LIGHTING SYSTEMS -ZONE 11--------------------------------------- --- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft) ----------- --- Guest Room -------------- 4 'On/Off ----------------- --- 20 None ------ 10000 ---------- 8944 Total Watts for Zone 11 = 10000 Total Area for .Zone 11 = 8944 415 ------ LIGHTING SYSTEMS -ZONE 12--------------------------------------- --- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft) ----------- --- Guest, Room -------------- 4 On/Off ----------------- --- 21 None ------ 11200 ---------- 9868 Total Watts for Zone 12 = 11200 Total Area for Zone 12 = 9868 415 ------ LIGHTING SYSTEMS -ZONE 13------------------------------------ ---_--- Space Type ---------- --- No Control Type 1 ----------- No Control Type 2 No Watts Area(Sgft) Elevator L - 1 Security (con ----------------- --- 1 None ------ 1120 ---------- 765 " Total Watts for Zone 13 = 1120 Total Area for Zone 13 = 765 415 ------ LIGHTING SYSTEMS -ZONE 14---------------------=----------------- --- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft) ---------- --- Auto and P -------------- 1 Security (con ----------------- --- 1 None ------ 2400 ---------- 8668 General 2 Occupancy Sens 1 None 480 754 General 2 Occupancy Sens 1 None 160 272 General 2 Occupancy Sens 1 None 320 255 Total Watts for Zone 14 = 3360 " Total Area for Zone 14 = 9949 - Total Watts = 131680 Total Area = 123586 CHECK Lighting criteria in 415.1.ABCD have been met. ' 16. Operation/maintenance manual will be provided to owner.(102.1) ---------------------------------------------------------------------------- RIGHT-J SHORT FORM Entire House PLATT'S AIR $ HEAT, INC. Job: OCEAN PEARL GONDOJLOBBY 'ZI7/0'1� 320 THOR AVE. SUITE 1, PALM BAY, FL 32909 Phone: 321-768-0759 Fax: 321-76B-2182 • • • For: TRICON DEVELOPMENT a 'esign• • Htg Clg Infiltration Outside db (OF) 43 91 Method Simplified Inside db (OF) 70 75 Construction quality Average Design TD (OF) 27 16 Fireplaces 0 Daily range - L Inside humidity (%) - 50 Moisture difference (gr/lb) - 66 HEATING EQUIPMENT Make Trade Efficiency Heating input ` Heating output Heating temperature rise Actual heating fan Heating air flow factor Space thermostat 80.0 AFUE 0 Btuh 0 Btuh 0 OF 385 cfm 0.054 cfm/Btuh COOLING EQUIPMENT Make Trade Efficiency 0.0 EER Sensible cooling 0 Btuh Latent cooling 0 Btuh Total cooling 0 Btuh Actual cooling fan 385 cfm Cooling air flow factor 0.043 cfm/Btuh Load sensible heat ratio 66 % ROOM NAME Area Htg load Clg load Htg AVF CIg,AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) LOBBY 342 7113 8894 385 385 Entire House d 342 7113 8894 385 385 Ventilation air 0 0 Equip. @ 0.96 RSM 8538 Latent cooling 4481 Te1TA1 C' 'I An 7440 10/HA 90C 90L Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Aj�. wnght ,Oft Right -Suite Residential"' 5.0.28 RSR27231 2001-Feb-0717:50:10 AXk Q=EAN PEARL LOBBY.rsr Page 1 :..r RIGHT-J.SHORT FORM x Entire House PLATT'S AIR & HEAT, INC. Jobl'--�EARL ' CORIDONNIT_ B_ N/01'—�� 320 THOR AVE. SUITE 1, PALM BAY, FL 32909 Phone: 321-768-0759 Fax: 321-768-2182 Pr6ject Inforiniation For: TRICON DEVELOPMENT D -esi'• • • Htg Clg Infiltration Outside db (°F) . 43 91 Method Simplified Inside db (°F) 70 75 Construction quality Average Design TD (°F) 27 16 Fireplaces 0 Daily range - L Inside humidity (%) - 50 Moisture difference (gr/Ib) - 66. HEATING EQUIPMENT COOLING EQUIPMENT Make Trade Efficiency Heating input Heating output Heating temperature rise Actual heating fan Heating air flow factor Space thermostat 80.0 AFUE 0 Btuh 0' Btuh 0 OF 1058 cfm 0.035 cfm/Btuh Make Trade Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio 0.0 EER 0 Btuh 0 Btuh 0 Btuh 1058 cfm 0.043 cfm/Btuh 80 % ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) CIg AVF (cfm) LIVING ROOM 360 6712 4628 238 200 MASTER BEDROOM 393 8766 6418 310 278 DINING ROOM 192 171 279 6 12 KITCHEN 180 160 261 6 11 NOOK, 99 88 144 3 6 POWDER ROOM 63 56 91 2 4 MASTER BATH 208 1948' 1366 69 59 BATH 2 88 1290 859 46 37 LAUNDRY ROOM 88 78 2528 3 109 STUDY 121 1274 909 45 39 FOYER 56 1473 1165 52 50 BEDROOM 2 196 3992 2937 141 127 nr-r%Mr%r%RA^ 4an oocn n4C4 447 f� Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Wf'IghtSC:)ft Right -Suite Residential"' 5.0.28 RSR27231 2001-Feb-0717:47:27 AC,t'4 Projectl.rsr Page 1 Entire House d 2226 29879 24436 1058 1058 Ventilation air 0 0 Equip. @ 0.96 RSM 23459 Latent cooling 6287. Tr1TA1 n 777G "1nC7A nn7IG I AnGn Anon Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wnghtsoft Right -Suite ResidendaIT" 5,0.28 RSR27231 2001-Feb-0717:47:27 {� Pmjedl.lsr Page 2 w RIGHT-J SHORT FORM Entire House PLATT'S AIR & HEAT,: INC. Job: rOCEAN PEARL ` CONDO/UNfT A 2,7101 320 THOR AVE SUITE 1, PALM BAY, FL 32909 Phone: 321-768-0759 Fax: 321 768-2182 Pr • Information., For: , TRICON DEVELOPMENT D- • • • Htg Clg Infiltration Outside db (°F) 43 91 Method Simplified Inside db (°F) 70 75 Construction quality Average Design TD (°F) 27 16 Fireplaces 0 Daily range - L Inside humidity (%) - 50 Moisture difference (gr/ib) - 66 HEATING EQUIPMENT Make Trade Efficiency 80.0 AFUE Heating input 0 Btuh Heating output 0 Btuh , Heating temperature rise 0 OF Actual heating fan 1569 cfm Heating air flow factor 0.041 cfm/Btuh Space thermostat COOLING EQUIPMENT Make Trade Efficiency 0.0 EER Sensible cooling 0 Btuh Latent cooling, 0 Btuh Total cooling 0 Btuh Actual cooling fan 1569 cfm Cooling air flow factor 0.048 cfm/Btuh Load sensible heat ratio 1 82 % ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) FAMILY ROOM 208 4961 3860 2b4 185 LIVING ROOM 294 8424 6331 346 303 DINING ROOM 273 3193 2948 131 141 KITCHEN 182 162 264 7 13 NOOK 144 128 209 5 10 LAUNDRY ROOM 63 56 2491 2 119 MASTER BEDROOM 391 5688 4282 234 205 STUDY 169 1380 955 57 46 FOYER 80 1735 1280 71 61 MASTER BATH 204 2494 , 2388 102 114 BEDROOM 3 208 2352 2435 97 116 BEDROOM 2 210 6624 4763 272 228 "Ar" n CA nnA GG'7 AA 9G Printout certified by ACCA to meet all requirements of Manual J 7th Ed. �w WrightSC3 t RightSuite Residential'm 5.0.28 RSR27231 2001-Feb-0717:25:15 ACCK Pmjecti.rsr Page 1 d Entire House d 2510 38197 32794 1569 1569 Ventilation air 0 0 Equip. c@ 0.96 RSM 31482 Latent cooling 6973 TOTALS 2510 38197- 38455 1569 1569 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. A wrnghtsoft Right -Suite Residential"' 5.0.28 RSR27231 2001-Feb-0717:25:15 j4bCK Projectl.rsr Page 2 3 Ili RIGHT-J SHORT FORM a, Entire House x PLATT'S AIR & HEAT, INC. Job:=DC AA L EARL . C-CONDDIUNITB 217101J 320 THOR AVE SUITE 1, PALM SAY, FL 32909 Phone: 321-768-0759 Fax: 321-768-2182 Pr6ject Information For: TRICON DEVELOPMENT Htg Clg Infiltration Outside db (°F) ' 43 91 Method Simplified Inside db (OF) 70 75 Construction quality Average Design TD (°F) 27 16 Fireplaces 0 . Daily range - L - Inside humidity (%) - 50 Moisture difference (gr/Ib) - 66 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade Trade Efficiency 80.0 AFUE Efficiency 0.0 EER - Heating input 0 Btuh Sensible cooling 0 Btuh ' Heating output 0 Btuh Latent cooling 0 Btuh Heating temperature rise 0 OF Total cooling 0 Btuh 4 Actual heating fan 1058 cfm Actual cooling fan 1058 cfm . Heating air flow factor 0.035 cfm/Btuh Cooling air flow factor 0.043 cfm/Btuh Space thermostat Load sensible heat ratio 80 % ROOM NAME Area (ft?) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) LIVING ROOM 360 6712 4628 238 200 MASTER BEDROOM 393 8766 6418 310 278 DINING ROOM 192 171 279 6 12 KITCHEN 180 160 261 6 11 NOOK 99 88 144 3 6 POWDER ROOM 63 56 91 2 4 MASTER BATH 208 1948 1366 69 59 BATH 2 88 1290 859 46 37 LAUNDRY ROOM 88 78 2528 3 109 STUDY 121 1274 909 45 39 FOYER 56 1473 1165 52 50 BEDROOM 2 196 3992 2937 141 127 ocn�nrlsA 7 4On 130Cn 1f0c4 4157 4713 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. WrIghts0ft Right -Suite Residenballm 5.0.28 RSR27231 2001-Feb-0717:47:27 ,4CCN Projectl.rsr Page 1 Entire House d 2226 29879 24436 1058 1058 Ventilation air 0 0 Equip. @ 0.96 RSM 23459 Latent cooling 6287 TnTAI S 777R ?9A79 797AA 1 nz;A 1 nFA Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ,,gS�, %AMghtspft Right -Suite Residential'"' 5.0.26 RSR27231 2001feb-0717:47:27 {� Pmjedl.rsr Page 2 RIGHT-J SHORT FORM r Entire House r: PLATT'S AIR & HEAT, INC. Job: LEAN PEARL f GONDyO /LOBBY WIN 320 THOR AVE. SUITE 1, PALM BAY, FL 32909 Phone: 321-768-0759 Fax: 321-768-2182 iect 16-forma ion, For: TRICON DEVELOPMENT Htg Clg Infiltration Outside db (°F) 43 91 Method Simplified Inside db (OF) 70 75 Construction quality Average Design TD (°F) 27 16 Fireplaces 0 Daily range - L Inside humidity (%) - 50 Moisture difference (gr/lb) - 66 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade Trade Efficiency Heating input Heating output Heating temperature rise Actual heating fan Heating air flow factor Space thermostat 80.0 AFUE 0 Btuh 0 Btuh 0 OF 385 cfm 0.054 cfm/Btuh Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio 0.0 EER 0 Btuh 0 Btuh 0 Btuh 385 cfm 0.043 cfm/Btuh 66 % ROOM NAME Area Htg load - Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) LOBBY 342 7113 8894 385 385 Entire House d 342 7113 8894 385 385 Ventilation air 0 0 Equip. @ 0.96 RSM 8538 Latent cooling 4481 TnTAI I+ "I An 74 47 A9n4n Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Aj, WrnghtsofC Right-Sude Residential7"5.0.28 RSR27231 k C:IOCEAN PEARL LOBBY.rsr 2001-Feb-07 17:50:10 Page 1 RIGHT-J SHORT FORM 0 Entire House PLATI S AIR & HEAT, INC. .lob: OCEAN PEARL CONDO/REC. BUILDING 320 THOR AVE SUITE 1, PALM BAY, FL 32909 Phone: 321 768-CM Fwc 321-768-2182 217101 .Project Information For: TRICON DEVELOPMENT Design Information Htg Clg Infiltration Outside db (°F) 43 91 Method Simplified Inside db (OF) 70 75 Construction quality Average Design1D (OF) 27 16 Fireplaces 0 Daily range - L Inside humidity (%) - 50 Moisture difference (gr/ib) - 66 HEATING EQUIPMENT* COOLING EQUIPMENT Make Make Trade Trade Efficiency 80.0 AFUE Efficiency 0.0 EER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temperature rise 0 OF Total cooling 0 Btuh , Actual heating fan 1799 cfm Actual cooling fan 1799 cfm Heating air Now factor 0.047 cfm/Btuh Cooling air flow factor 0.048 chn/Btuh Space thermostat Load sensible heat ratio 82 % ROOM NAME' Area Htg load Cig load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) Win) Win) KITCHEN 180 3623 3722 171 178 LOUNGE 550 13112 13074 619 626 MEDIA 180 2257 2969 107 142 WOMENS ROOM 110 1953 1214 92 58 MENS ROOM 110 1953 1214 92 58 EXERCISE ROOM 240 7755 7742 366 370 GAME ROOM 420 7440 7670 351 367 Entire House d 1790 38093 37606 1799 1799 Ventilation air .0 0 Equip. @ 0.96 RSM 36102 Latent cooling 8226 T Ad c. i 4 lt%n 4QA04 AA21fO 1700 1700 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. •� wnghtsofit RIO—%ft ResWerdW- 5.028 RSR27231 2001-Feb-07 21:13:57 ACM Pmjech-w Page 1 If �qUG-24-2001 10:51 COOPER,PUTNAM,PRIORITY 1 --- 407 268 5688 P.02/02 s. �1C.�.av�I/Z�+O HGJS/.Cl6 /A SH, / wc woo F7/2 e- 0�,4 MECHANICAL :`.C.HASE ,...DETAIL :. TOTAL P.02 4 Unit System with Vibration Pads 1 (T pical) ' 5 Unit System with Vibrotion Pods s Crypical) 0 ,nit System Rolls 12' real) . knit—Syelem Rolls. •15' Peel) Notes: I.j Moxmum '"*;Qht 2.4' L&q* 2.) Typtow *t ti .3'—es' lagh by 3'=6` *vp by 3'.-0" long aid +v21016 Jab It». to Twoot "I on ShW 4 of s. -- f7sa�rn By; J1tM 1 I' � 1 �11 Y ISI b 5� fi r 1 0 d T >r Cc te:.`Juni 20,1908, I Not 10 SCO4 I Stott 3 . of 5 r UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences • Project No.: 31574-021-01 Construction Materials Testing • Threshold Inspection 820 Brevard Avenue • Rockledge, Florida 32955 Date Typed: 08-22-02 (321) 638-0808 Fax (321) 638-0978 Field and Laboratory Report Cover Page Client: Tricon Development Ed Lawrence P.O. Box 320637 Cocoa Beach, FL 32932-0637 I AUG 2 7 200 St Lucie County ric �i(©ft Project: Ocean Pearl Condominiums s t C) As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services.. >> Scope of Work Report No. Type of Report A2420c and A2388c Concrete Compressive Strength Test A2109c Concrete Compressive Strength Test - multi -day 55172 Activity Report I ne results of the observations and/or tests are summarized on the attached sheets. We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. • . . . . . Reviewed By: Universal Engineering Sciences, Inc. ve'®-Z Brad Faucett, P.E. STATE OF FLORIDA Registered Professional Engineers No. 33123 -' G.,\CLIENT\31500\31574=1X01\Ocean Pearl Cover Sheet.wpd U N IVE R SAL ENGINEERING SCIENCES Client No.: Consultants In: Geotechnical Engineering • Environmental Sciences • Report No.: Construction Materials Testing • Threshold Inspection Date 1st Issue: 820 Brevard Avenue - Rockledge, Florida 32955 Date 2nd Issue: (321) 638-0808 Fax (321) 638-0978 Date 3rd Issue: Final Issue: COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Tricon Development P.O. Box 320637 Cocoa Beach, Florida 32932-0637 Project: Ocean Pearl Condominium 31574-021-01 A2388c 08-21-02 DESIGN DATA Specified Strength: Design: 5000 psi at 28 days Mix Design No. 753300 Ticket: 5000 psi at 28 days FIELD & LAB DATA Date Sampled: 8-8-02 Time Sampled: 3:20 pm Sampled By: mm Slump: 6.0 inches Truck No.: 1113 Air Content (by volume): n/a Ticket No.: 283828 m Concrete Temperature: 103 Time Batched: 2:20 pm No. of Cylinders Cast: 4 Quantity of Load: 7 cu. yds. Ambient Temperature: 98 Water Added At Site: 0 gallons Weather Condition: sunny Contractor: Tricon Admixture: n/a Supplier: Tarmac Location of Placement: COLUMNS AND SHEARWALLS: 6'^ Floor; A-3, A-3.7, B-3.4, C-3.4 D-3.4, A-4.4, B-4.4, C-4.4, A-5, B-5, C-5, D-5, E-5, D-4.3, F-4 to 4.5, and Shearwall SW3 RESULTS of TESTING Date Tested Age Days Type of Fracture Avg. Diameter (inches) Test Specimen X-Sect. Area (in.) Max. Compressive Load (ibs.) Test Compressive Strength (psi) Average (psi) 8-15-02 7 3 5.990 28.18 158700 5630 9-5-02 28 9-5-02 28 H-1 REMARKS This Form Conforms with ASTM C 39 NUNN 11111� 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar cc: 2-Client Y � J UNIVERSAL . ENGINEERING SCIENCES Client No.: Consultants In: Geotechnical Engineering • Environmental Sciences • Report No.: Construction Materials Testing • Threshold Inspection Date 1st Issue: 820 Brevard Avenue • Rockledge, Florida 32955 Date 2nd Issue: (321) 638-0808 Fax (321) 638-0978 Date 3rd Issue: Final Issue: COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Tricon Development P.O. Box 320637 Cocoa Beach, Florida 32932-0637 Project: Ocean Pearl Condominium 31574-021-01 A2420c 08-21-02 DESIGN DATA Specified Strength: Design: 5000 psi at 28 days Mix Design No. 753300 Ticket: 5000 psi at 28 days FIELD & LAB DATA Date Sampled: 8-12-02 Time Sampled: 12:25 p.m. Sampled By: mm Slump: 8.5 inches Truck No.: 1173 Air Content (by volume): n/a Ticket No.: 344068 Concrete Temperature: 94 Time Batched: 11:14 a.m. No. of Cylinders Cast: 4 Quantity of Load: 7 cu. yds. Ambient Temperature: 94 Water Added At Site: 0 gallons Weather Condition: sunny Contractor: client Admixture: n/a Supplier: Tarmac Location of Placement: COLUMNS AND SHEARWALLS: 601 Floor; C7, SW3 North Side, A-2.3 E-1.4 to 1.9, A-1.7, A-1, B-1, B-1.8, B-2.6, C-1, C-1:8, C-2.6, D-1, D-2.6 Sampled: Shearwall SW3 RESULTS of TESTING LREMARKS Date Tested Age Days Type of Fracture Avg. Diameter inches Test Specimen X-Sect. Area (in.) Max. Compressive Load (lbs.) Test Compressive Strength (psi) Average (psi) 8-19-02 7 3 6.016 28.43 134950 4750 9-9-02 28 9-9-02 28 H-1, This Form Conforms with ASTM C 39 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar cc: 2-Client r, U N IVE R SAL ENGINEERING SCIENCES Client No.: 31574-021-01 Consultants In: Geotechnical Engineering • Environmental Sciences • Report No.: A2109c Construction Materials Testing • Threshold Inspection Date 1st Issue: 08-01-02 820'Brevard Avenue • Rockledge, Florida 32955 Date 2nd Issue: (321) 638-0808 Fax (321) 638-0978 Date 3rd Issue: Final Issue: 8-22-02 COMPRESSIVE STRENGTH OF CONCRETE PRISM TEST SPECIMENS Client: Tricon Development P.O. Box 320637 Cocoa Beach, Florida 32932-0637 Project: Ocean Pearl Condominium DESIGN DATA Specified Strength: Design: 4000 psi at 28 days Mix Design No. 708900 . Ticket: 4000 psi at 28 days FIELD & LAB' DATA Date Sampled: 7-19-02 Time Sampled: 9:35 am Sampled By: mm Slump: 9.5 inches Truck No.: 1221 Air Content (by volume): n/a Ticket No.: 283277 Concrete Temperature: 98 Time Batched: 8:20 am No. of Prisms Cast: 3 Quantity of Load: 9 cu yds. Ambient Temperature: 93 Water Added At Site: 0 gallons Weather Condition: sunny Contractor: Tricon Admixture: n/a Supplier: Tarmac Location of Placement: DOWN CELLS: entire fourth to fifth floors and east side wall section floor Sampled: northwest corner RESULTS of TESTING Date Tested Age Days Type of Fractur e Avg. Diameter'- (inches) Test Specimen X-Sect. Area (in.) Max. Compressive Load (lbs.) Test Compressive Strength (psi) Average (psi) 7-26-02 7 3 13.51 56000 4150 8-21-02 33 3 13.99 77000 5500 5600 8-21-02 33 3 13.87 79000 5700 H-1 REMARKS This Form Conforms with ASTM C 39 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar . UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Construction Materials Testing • Threshold Inspection 820 Brevard Avenue • Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 ACTIVITY RECORD Client: Tricon Development P.O. Box 320637 Cocoa Beach, FL 32932-0637 Project: Ocean Pearl Condominiums Date of Activity: 08-12-02 Technician: MM UES Project No. 31574-021-01 UES Report No. 55172 08-21-02 Concrete pour was originally scheduled for 8:30 a.m. but was delayed until 10:30 a.m. Technician arrived on site at 10:45 a.m., but first truck did not arrive until after 12:00 p.m. After testing and paperwork, technician left the site at 1:00 p.m. Technician called via cell phone before heading to site. Standby time 1 hour, Driving time 1.5 hours. C TRICON DEVELOPMENT OF BREVARD, INC. P.O. BOX 320637 COCOA BEACH, FL 32932-0637 PHONE: 321-453-5360 'FAX: 321-453-3618 May 20, 2002 Willam Hatcher St. Lucie County Building Dept. 2300 Virginia Ave. .Ft. Pierce, FL 34982-5652 RE: Ocean Pearl — Permit # 21070723 Dear Sir: It has come to our attention that emergency light fixtures (as shown on our plans) are not required when a back-up generator is provided. Therefore, they will be eliminated from the main building, under the above permit. If you have any questions, please contact this office (321-453-5360). Very Truly Yours, Ed Lawrence cc: Brewer Electric noE CFEU9 t` MAY G 3 Lee Cou ly;Pdblic Works OCEAN PE A CONDOMINUM SURVEYOR'S CERTIFICATE STATE OF FLORIDA COUNTY OF- BREVARD BEFORE ME THE UNDERSIGNED AUTHORITY DULY AUTHORIZED TO ADMINISTER OATHS AND TAKE ACKNOWLEDGEMENTS, PERSONALLY APPEARED "Richard A. Putz ", BY ME WELL KNOWN, AND • TO ME TO BE THE PERSON HEREINAFTER DESCRIBED, WHO AFTER BEING BY ME FIRST DULY CAUTIONED AND SWORN, • DEPOSES AND SAYS ON OATH AS FOLLOWS, TO —WIT: I HEREBY CERTIFY THAT THE CONSTRUCTION OF THE IMPROVEMENTS SHOWN AND DESCRIBED ON THE ATTACHED EXHIBIT "A" IS NOT SUBSTANTIALLY COMPLETE HOWEVER, THESE DRAWINGS ARE SUFFICIENTLY DETAILED SO THAT THE MATERIAL DESCRIBED AND SHOWN ON THE ATTACHED EXHIBIT "A" TOGETHER WITH THE DECLARATION OF CONDOMINIUM, ESTABLISHING OCEAN PEARL, CONDOMINIUM, IS._.AN ACCURATE REPRESENTATION OF THE LOCATION AND DIMENSIONS OF THE IMPROVEMENTS,AND THAT THE IDENTIFICATION, LOCATION AND DIMENSION OF THE -COMMON ELEMENTS OF EACH UNIT CAN BE DETERMINED FROM THESE MATERIALS. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND OFFICIAL SEAL THIS JANUARY 12, 2001 A.D. .L. Sj„Sc.O--�F� REGISTER S EYOR ORIDA, NO. 4505 FLORIDA L.B,. NO. 6610 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS /7-M—DAY, OF J_A/✓//q/21�, 2001 BY RICHARD A. PUTZ P.S.M. WHO IS PERSONALLY KNOWN TO ME AND WHO DID TAKE AN OATH. -------------- 5 ------------ NOTARY PUBLIC — STATE OF FLORIDA MY COMMISSION EXPIRES:,c�.x�2z�2aoZ MY COMMISSION NO. IS JANUARY 14, 2001 L. & & C. 17 C. LAND SURVEYORS AND C0NSULTAN7S MO MMETREE DRIVE SU= 7 E44W41V HARBOUR BEACH PX_ 32937 aW779-0700 FAX OW773-G \���N111111111f11/�i M.•A��,i,�� v s-*M�ssioNA'• ;22,,00 • ti .q #CC 753482ra i9•:;t �ndedlhN''O LAND SURVEYING / LAND PLATTING J EXHIBIT "A' SHEET 1 OF 22 l.,oCEAN PEARL A CONDOMINIUM BOUNDARY SURVEY t SCALE: 1 "-100' a — 0 a� A lo� o. r d AV 'at . /TA. AO S m� osrY e % t' BC(d �i n✓ A r a ^ N ` N JANUARY 14, 2001 _ SEE SHEET 4 OF 22 FOR LEGAL DESCRIPTION SURVEY NOTES SURVEY LEGEND JOB NUMBER 01-1002 DATE OF SURVEY 2/14/2000 SHEET 3 OF 221 :Y, ,FAN PEARL' `.,A tONDOMINUM '.�` • GRAPHIC PLOT PLAN oGEP� io�g y. * z w 9 � •, 4�� `✓ r � 1 / / % ► / / , i� d I m SCALE: V.60 I' ti a 4 Sa^ ly S qZ �23\Z• RE7EN1�Ot1� Wi �i, Z W p4 WNEB 16 / I PRTORY COSED O DOOU m rod Nt/•\—s'1Z'1 I :Fd. EL - 11.95 R. cor,°tPL SZ• // m ,� w. z W .ra Lj wm St.�� j�e dy.�gz mo (n Q m Z UO 1b I8 ol oAp / SURVEYOR'S NOTES: JANUARY 14, 2001 1. OCEAN PEARL, CONDOMINIUM, CONTAINS ONE, 13 STORY BUILDING, NUB A TOTAL OF 48 RESIDENTIAL UNITS. L. S. & TWO PARKING GARAGES AND A RECREATION BUILDING. ZAND ll V 2. ALL AREAS AND IMPROVEMENTS EXCLUSIVE OF THE UNITS , SCJRVEYOYt9 ARE COMMON ELEMENTS OF THE COIDOMINIUM. AZ-Z) G0Z4SM7AWTS 3. THIS GRAPHIC PLOT PLAN WAS PREPARED UNDER THE DIRECTION 19o0 FWIS'['REO� ZXUV6 9GRT8 7 OF Richard A. Putz P.S.M. PROFESSIONAL SURVEYOR IIa=w zZutDoLm BB4cm FL AND MAPPER STATE OF FLORIDA. NO. 4505 FROM AN APPROVED 32m SITE PLAN PREPARED BY FLEIS do BENNETT ASSOCIATS INC. PROJECT 0207JP-mcw P" ow) -a" NUMBER 99.210 4. ELEVATIONS, IF SHOWN HEREON, ARE BASED ON (NATIONAL GEODETIC VERTICAL DATUM, 1929). LAND 9LMVHy"0 1,4M p``""�'a EXHIBIT "A" SHEET 2 OF 22 OCEAN PEARL A CONDOMINUM LEGAL DESCRIPTION: LEGAL DESCRIPTION FOR LANDS LYING IN SETION 23, TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY FLORIDA, BEING MORE PARTICULARY DESCRIBED AS FOLLOWS: THE NORTH 100 FEET, LYING EAST OF STATE ROAD A-1—A OF THE FOLLOWING DESCRIBED PROPERTY: THE NORTH 600 FEET OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 34 SOUTH, RANGE ,40 .EAST, SAID LAND LYING AND BEING IN ST. LUCIE COUNTY, FLORIDA: TOGETHER WITH ALL LITTORAL RIGHTS THEREUNTO APPERTAINING. (O.R. BOOK 982, PAGE 1.644 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.) TOGETHER WITH THE FOLLOWING: THE SOUTH 100 FEET OF GOVERNMENT LOT 1, IN THE NORTH 1/2 OF SECTION 23, TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY FLORIDA, AS MEASURED AT RIGHT ANGLES TO THE SOUTH LINE OF SAID GOVERNMENT LOT 1, AS SHOWN ON PLAT OF SURVEY OF SAID SECTION 23, RECORDED IN PLATBOOK 8, PAGE 21, OF THE ST. LUCIE COUNTY, FLORIDA, PUBLIC RECORDS, LESS THE RIGHT—OF—WAY FOR STATE ROAD A-1—A; INCLUDING LITTORAL AND RIPARIAN RIGHTS. (O.R. BOOK 982, PAGE 1642 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA) TOGETHER WITH THE FOLLOWING: THAT PART OF THE FOLLOWING DESCRIBED PROPERTY LYING EAST OF STATE ROAD A-1—A TO —WIT: THE NORTH 100 FEET OF THE SOUTH 200 FEET OF GOVERNMENT LOT 1, IN THE NORTH HALF (N1/2) OF SECTION 23, TOWNSHIP 34 SOUTH, RANGE 40 EAST, AS MEASURED AT RIGHT ANGLES TO THE SOUTH LINE OF SAID GOVERNMENT LOT 1, AS SHOWN ON PLAT OF SURVEY RECORDED IN PLATBOOK 8, PAGE 21, •PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. (O.R. BOOK 982, PAGE 1641 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA) THE PROPERTY ON THE EAST SIDE OF STATE ROAD A-1—A CONTAINS 4.66 ACRES MORE OR LESS THE PROPERTY ON THE WEST SIDE OF STATE ROAD A-1—A CONTAINS 6.05 ACRES MORE OR LESS REPORT OF SURVEY: *TYPE OF SURVEY: BOUNDARY *THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO THE SURVEY MAP AND/OR REPORT OF SURVEY BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. • ACCURACY: THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17-6 FAC) IS URBAN THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO MEET OR EXCEED THIS REQUIREMENT. oTHE LAST DATE OF FIELD WORK: 7/24/2000 • THE BEARING BASE. FO..R THIS„ SURVEY IS AS FOLLOWS: A) GRID NORTH B THE EAST RIGHT—OF—WAY LINE OF STATE ROAD A-1—A BETWEEN A FOUND IRON ROD AND CAP LB 4286 AND A SET IRON ROD AND CAP LB 4644 C) THE BEARING IS S18'25'34"E *NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS —OF —WAY AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. *THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN. *THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONES "X", "AO-1"', "AO-2"' AND "VE ELEV 15"' PER FLOOD INSURANCE RATE MAP 12111CO089 G, DATED NOVEMBER 4, 1992 oUNLESS A COMPARISON IS SHOWN, PLAT VALUES & MEASURED VALUES ARE THE SAME. •THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. •THE HORIZONTAL VALUES SHOWN HEREON REFER TO THE STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN 1927 DATUM, FLORIDA MERCATOR EAST ZONE. ♦ THE FOLLOWING STATIONS, AS PUBLISHED IN PLATBOOK 26, PAGE 26B, WERE FOUND, IDENTIFIED, AND USED FOR THE ESTABLISHMENT OF THE COASTAL CONSTRUCTION, CONTROL LINE PER PLATBOOK 26, PAGES .26 .THR.0 261 97-77—A30 N 1149902.415 E 726534.825 94-77—A29..N 1147480.950 E 727185.293 94-77-A35 N 1161995.693 ' LEGEND AND ABBREVIATIONS E 722387.090 a— SIGN LIGHT POLE ® MAIL OR PAPERBOX ® SOUTHERN BELL BOX O CABLE TV BOX COL) POWERPOLE f ELECTRIC BOX Q SANITARY MANHOLE O DRAINAGE MANHOLE O WELL HYDRANT wv �Q WATER VALVE gyp° WATER METER CLEANOUT ® CATCH BASIN ® CURB INLET I HEREBY CERTIFY. • THAT THIS BOUNDARY SURVEY WAS MADE IRC IRON ROD AND CAP UNDER MY .RESPONSIc7LE CHARGE AND MEETS THE MINIMUM LB LICENSED BUSINESS TECHNICAL STANDARDS AS SET FOURTH BY THE FLORIDA BOARD OF PROFESS! L LAND SURVEYORS IN CHAPTER 6IG17-6, N0. NUMBER TO SECTION 472.027, FLORIDA IN1ST TIVF_ .CODE, PU77y) R/W RIGHT OF WAY FLORID srArurE CM CONCRETE MONUMENT MEAS. MEASURED P.U.D.E. PUBLIC UTILITY AND DRAINAGE EASEMENT AR T ATE FD. FOUND AS*IY4505 O.R.B. OFFICIAL RECORD BOOK - FLORIDA L.B. 6670 JANUARY 14, 2001 P.R.M. PERMANENT REFERENCE MONUMENT P.C.P. PERMANENT CONTROL POINT BM BENCHMARK F.F. FINISH FLOOR ELEV: ELEVATION E.O.P. EDGE OF PAVEMENT R RADIUS 0 DELTA L LENGTH I.D. IDENTIFICATION SEC. SECTION TWP. TOWNSHIP RGE. RANGE OAK PINE PALM SHRUB MAPLE s CITRUS Alft `w ELM SEE SHEET 3 OF 22 FOR SKETCH EXHIBIT "A' SHEET 4 OF 22 UNIVERSAL ENGINEERING SCIENCES Caruullants In: Geotechnical Erx rwring • Environmental sciences construction Materials Testng • Threshold Inspection 820 Brevard Avenue • Rockledge, Florida 32955 (321)638-0808 Fax (321) 638-0978 Report of IN -PLACE DENSITY TESTS UES Project No. 31574-021-01 UES Report No. 54182 Date: 05-02-02 Client: Tricon Development �Q you r P.O. Box 320637 Cocoa Beach, FL 32932-0637 Project: Ocean Pearl Condominiums rea Tested: subgrade. fill beneath proposed floor slab Ref. Datum*: 0 = top; of fill Type'of Test: Field:' ASTM-D,2922 Laboratory: ASTM 'D 1557 Date of Test: 04-30-02 Requirements;,, =' 95%,of Proctor maximum dey density. These tests apply to the fill and/or surficial soil conditions only, 4 nd do not address',the condition of the underlying soils below the tested depths. Fill was approximately 1 foot deep:.': .. 4.. 1 .. Test iAnte?val Laboratory Pass or Tested Field Field Dry Maximum Laboratory Fail "" (fro..In,*) Moisture Density Dry Density Optimum Maximum Location of Test ' % (PCF) (PCF) Moisture % Density % Pass'*' 1. Cobrrin line A.5/1.5 ' . 0-1'. ` ' 8.3 103.8 104.6 10.0 99.2 Pass_ 2. Column line C.:5%1.5 '=_-; 04 7.9 103.2 104.6 10.0 98.7 ,.Pass 3. Column line, B; 5/3. 0-1' 8.1 - 104.1 104.6 10.0 99.5 Pass 4.. ColuM iirie A. /4.7" i'" ? : 0A 8.7 102.8 104.6 10.0 98.3 Passe` : 5. Column line C.7Y4`7 ` 0-1' 9.0 103.0 104.6 10.0 98.5 Technician: ,_s,+`, ., d cc: 2=client ,. G:ICLIENTiISM01514`D21`D1154181v pd Q '� �� �:� i� Y 1 .' 1 � : , f � \ J 1 l �. ' �.. �, 1 1' pri l ! �. ` )� r' � P� s I <. lr -P-o - . 8C TvT. amp _ ^'I �..r� Co unt GQ RCpRpS 83.67 Est'-- .... ��• 1, 83.65 W114 SCALE: 1"=60' FOUNDATION ONLY .%'I`�.�;'��•,.�."FLOORELEYA710N,.'';°. ..;� 067 fox osT 5267•i. ------ ---- ` --------- -L-- -4-------------- --- e ----- RICHARD A. PUTZ P.S.M. #4505 SURVEYING AND MAPPING L.B. #6610 A-L.,5. &C. INC. LANID SURVEYORS A > CONSULTANTS L300 PINETREE DRIVE SUITE H RVDIAN HARBOUR BEACH FZ. e — - 32937 C (407)779-0700 FAX (40iT 3-6444 LANE) SURVEYIIVO / LAND PLATTTIVO ®"®.121.61 �.=•�11� 15' 2a V1 1 See report of undation survey, lands described - on page 2 of 2, and lying in 8revard County,' rida. This map and p�1�P attached REPORT is not valid without the signature PD and original raised seal of a Florida Licensed Survey and Mapper which can be found on the REPORT. The MAP and REPORT are not full and complete without the other. DATE OF SURVEY 7/29/2002 !" JOB NUMBER: 'l-1002FD FIELD BOOK NUMBER: 207 SHEET 1 OF 2 THIS IS NOT A BOUNDARY SURVEY LEGEND Desc.=Description O = Computation point O.H.W.=Overhead wire* = nail and disk set #4505 (M)=Measured P.P.=Power pole EI.=Elevation ,='found iron. rod with cap as shown (p)=plot Resi.=Residence D&U= Drainage & Utility (NID)=No Identification number A/C=Air Conditioner P.O.B.=Point of Beginning PG.=Page ' G.W.=Guy wire Inv.=Invert P.O.C. = Point of Commencement P.O.T. = Point of Termination TYP.=Typical FA=Flow line T.B.M=Temporary bench mark *=Light Post Sty.=Story R/W=Right—of—way I.R.=Iron rod P.O.T.=Point of Termination C.M.=concrete monument CONC.=Concrete (D)=Deed I.P,=Iron pipe P.C.P.=Permanent Control Point $.P.= State Plane N&D=Nail and disk P.C.=Point of curve} =Temporary Bench Mark C/L=Center line N.I.D.=NO IDENTIFICATION c�=power Pole Fnd.=Found (C)=Calculated from closed traverse (orran for-ax-1 Z7 �xx� �rari ia�a 34 'Beggs 40 +most - 10rvJert Wuxnfrer: 1 — 1 -C 0 fid / +laxly ZJ, 26-U2 MAP OFFOUNDA77ON• See Map of Foundotion sheet 1 of 2. LEGAL DESCRIPTION: LEGAL DESCRIPTION FOR LANDS LYING IN SETION 23, TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY FLORIDA, BEING MORE PARTICULARY DESCRIBED AS FOLLOWS: THE NORTH 100 FEET, LYING EAST OF STATE ROAD A-1-A OF THE FOLLOWING DESCRIBED PROPERTY: THE NORTH 600 FEET OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 34 SOUTH, RANGE 40 EAST, SAID LAND LYING AND BEING IN ST. LUCIE COUNTY, FLORIDA: TOGETHER WITH ALL LITTORAL RIGHTS THEREUNTO APPERTAINING. (O.R. BOOK 982, PAGE 1644 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.) TOGETHER WITH THE FOLLOWING: THE SOUTH 100 FEET OF GOVERNMENT LOT 1, IN THE NORTH 1/2 OF SECTION 23, TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY FLORIDA, AS MEASURED AT RIGHT ANGLES TO THE SOUTH LINE OF SAID GOVERNMENT.LOT 1, AS SHOWN ON PLAT OF SURVEY OF SAID SECTION 23, RECORDED IN PLATBOOK 8, PAGE 21, OF THE ST. LUCIE COUNTY, FLORIDA, PUBLIC RECORDS, LESS THE RIGHT-OF-WAY FOR STATE ROAD A-1-A; INCLUDING LITTORAL AND RIPARIAN RIGHTS. (O.R. BOOK 982, PAGE 1642 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA) TOGETHER WITH THE FOLLOWING: N THAT PART OF THE FOLLOWING DESCRIBED PROPERTY LYING EAST OF STATE ROAD A-1-A TO -WIT: THE NORTH 100 FEET OF THE SOUTH 200 FEET OF GOVERNMENT LOT 1, IN THE NORTH HALF (N1/2) OF SECTION 23, TOWNSHIP 34 SOUTH; RANGE 40 EAST, AS MEASURED AT RIGHT ANGLES TO THE SOUTH LINE OF SAID GOVERNMENT LOT 1, AS SHOWN ON PLAT OF SURVEY RECORDED IN PLATBOOK 8, PAGE .21, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. (O.R. BOOK 982, PAGE 164T OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA) THE, PROPERTY ON THE EAST SIDE OF STATE ROAD A-1-A CONTAINS 4.66 ACRES MORE 'OR LESS THE PROPERTY ON THE WEST SIDE OF STATE ROAD A-1-A CONTAINS 6.05 ACRES MORE OR LESS PREPARED FORS Tricon Development of Brevard, Inc. CER77RED TO. Ocean Pearl Development, Inc. SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE <c�FtTl�ic.o T1oN� Richord A. Putz PSM # 4505 I HEREBY CERTIFY: THAT THIS FOUNDATION LOCATION SURVEY Professional Surveyor and Mopper WAS MADE UNDER MY RESPONSIBLE CHARGE AND MEETS THE L.B. # 6610 MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 6TG17-6, FLORIDA ADMINISTRATIVE CODE, SIGNED PURSUANT TO SECTION 472.027, FLORIDA STATUTES. BUFt�#��S IVOTIL= • THE BEARING BASE FOR THIS SURVEY S AS FOLLOWS: A GRID NORTH B THE EAST RIGHT-OF-WAY LINE OF STATE ROAD A-1-A BETWEEN A FOUND IRON ROD AND CAP LB 4286 AND A SET IRON ROD AND CAP LB 4644 C) THE BEARING IS S18-25'34"E *NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. *THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN. •THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONES "X", "AO-1"', "AO-2- AND "VE ELEV 15"' PER FLOOD INSURANCE RATE MAP 12111CO089 G, DATED NOVEMBER 4, 1992 • UNLESS A COMPARISON IS SHOWN, PLAT VALUES & MEASURED VALUES ARE THE SAME. •THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. *THE HORIZONTAL VALUES SHOWN HEREON REFER TO THE STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN 1927 DATUM, FLORIDA MERCATOR EAST ZONE. • THE FOLLOWING STATIONS, AS PUBLISHED IN PLATBOOK 26, PAGE 268, WERE FOUND, IDENTIFIED, AND USED FOR THE ESTABLISHMENT OF THE COASTAL CONSTRUCTION CONTROL LINE PER PLATBOOK 26, PAGES 26 THRU 261 97-77-A30 N 1149902.415 E 726534,825 SEAL: 94-77-A29 N 1147480.950 St. Lucie County Permit No.: 21070723 E 727185.293 Location 3920 A 1 A / Ft. Pierce 94-77-A35 N 1161995.693 Contractor: Kodsi, Robert D. E 722387.090 DBA.- Tricon Development of Brevard, Inc. V--% . " , & 7". Owner: Lapls Development; Inc. NOTE THIS IS NOT A BOUNDARY SURVEY. NOT VALID UNLESS SIGNED AAD DATED BY 77-IE SURVEYOR AND EMBOSSED WITH HIS SURVEYORS SEAL THIS SURVEY MUST CONTAIN I WO SHEETS SHEET 2 OF 2 a I- IMER-Pso w WON A GOFO U', "IGID T4" tic) raj - 141b ms. = A"t�a W PFAP. Uwl-r ))14/ TnT,:)i P ad Ir 11 vrri%—L UJC uLNL i DATE F .. ^a�UoZ REVISIOl ��'''.AL 1. PERMIT NUMBER: RECEIPT NO.: ST. LUCIE COUNTY TMENT OF COMMUNITY DEVELOPMENT BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 \ 5617,462-1553 A7-Cv: xs-:t) 0.rs'g� PF ICATION FOR BUILDING PERMIT RE`TISIONS PROJECT INFOR-MATIO.N LOCATIONISITE ADDRESS: , �j L. 2. DETAILED DESCRIPTIONS OF PROJECT REVISIONS: C 14 Sc� 3. CONTRACTOR INFORM ATION: ST. OF FL REG./CERT# CSC-�'Z-q54i BUSINESS NA_-NIE: l-\_ L Qualifiers Name: l= ADDRESS: 2t �,' J 'CITY:L(�� PHONL (DAYTIME): 321—e4Z6^ a. ARCHIVEtiGINEER: NAME: F-- > ADDRESS: zo CITY: TMbv&x1Rs 2� PHONE (DAYTIME): 32-1-444 2 ST. LUCIE-COUNTY CERT.9 t l STATE: FAX # ' a 1—T c— cU Cs5 . STATE: FAX# ` IP: 7Ef7 -- t ZIP T3 } S T. L U C I E C O U N T Y 2300 Virginia Avenue Ft. Pierce, Florida 34982 Growth Management Division .1 PAYMENT R E C. E I P T TRANSACTION NUMBER: 01149674 TRANSACTION DATE: 23 APR 2002 PERMIT NUMBER: 21070723 PERMIT TYPE:'MULTI-FAMILY RESIDENTIAL PERMIT JOB DESC: * CONSTRUCT MULTI -FAMILY CONDO 13 STORIES 48 UNITS JOB ADDR: 3920 A 1 A N, (9246) PARCEL NUMBER: 1423-130-0024-000/6 FCC DESC: *5 OR MORE FAMILY BUILDING (105 ) APPLICANT: ROBERT D KODSI F E E S C O L L E C T E D FEE CODE DESCRIPTION AMOUNT ------------------------------------------------- REVIS REVISION TO PLANS 25.00 AMOUNT PAID: $25.00 FEE WAIVED: CHECK NBR: 4441 PAID BY: ATLANTIC PLUMBING & SOLAR ENGINEERING INC MEMO: LAP r I L NOTES: I. TOT BEST OF OUR KN t HER CODES t E t p ANS WITH C TO AND SUBC ;, 3. ER SHAL iS TO 1. . SHALLf' IN 19 12. �ec�ay.�ca� pia PLANS COMPLY WITH STANDA IDING TH FAIR HOUSING ACT OF 7a*. R s V� Y A ip yyy W Y 4£ 7iL r VY� NNW NI k4 , 9 tJ 11 4 4_ O 2 _ Am a IM Fam r I I" E � 1 QPs j \V 4 *r \\\ i aWi- x e3 1� � � e r 110 • i , k IF t r, A„ a'„ I I� { 91 1 1 1111 1111 1111 SEE MECH. PLN. ` FOR GARAGE VENT FANS = iw ff,'.'a tT 0= S4EET . A 2 cw A 64F.ET6 0 MENIPAIMORM i SOUT �gry� r 7 nm axm u...u, i I' �I I x L # 4 6 O r :`j V mllmm� MIN IN Mimi MIN % mimim Mill M, a 1 min IN MIM ills f milli 1 9 - m 111111111 MEN i 04 x c n0 h V I N ON cj �\a LJJ o q C0 i 1 L co 3 c` 1 N•• O � `v 1 I `a :J Y W ION6 b ,c i iELH DRAWN Y CHECKED BY D.M.P. SCALE IQ1,Ifa ?rd00 't&� q MK 0 �3£ ✓ y �", 5 4 x }� x� d N eWViVYWVVWI�YVi�aR�{Fay..: � � ; w Y// /InchidingAZA, the National PublicAct as applies. ,1 AD i 5 B d a 9 N I r nunonnanuam�unaunnm nuuwruuu;�^ 1 IIIf011illO�• IfIINtNit1 � O. r C, Pump Room ' pfnnnrwon Ioua �anlneIl:a:s:f� �r� �CZI C E�ITo.T IOIJ C� y U7(LITI,,�5 G .; S i---cR- 0 _ L-4cw Hn —At y d K .xy 4 ,ry "b5 5 ' rI v , , ,•A:.:� 1-1 14I N f , k �'.1 F 5 f. ''" � � ^' `� .�;��s ' ' 20'-0" 13'-10' 18'-b' 1 • 131 -8• 11 IT-2' 2'-11" 4'-0' 4'-0` 2'-11 t'�'-O" v-0" 1'- -0" 5.-0. 5'-0' 1''B -8" 5'-0` 5'-0' 2' 2" 8'-0" 8'-0" I' '-II` 4'-0' 4'-0' 2'-11� T 6'-O• b'-9• b'_I" O O O 4 BALC. 1 G p" ALCONY O _ O BAICON 4r _ x !;3 •_ e FAMILY RM. Y V F LIVING UNIT A n UNIT B • MASTER BOFiM. MASTER BDRM. r UNIT B ! REVERSE REVERSE LIVING LIVING 0 '"•" KITCHEN IF o e i a -r.ruw ♦ � ` .®ILA �C� "' �� �I(UIUI if 1flUtttltB.Uf1W � f\Lt1f1 uf7ee#flflflOntebzni a ���j,' ' 4`a •� tt.- n, a.. — — 5aa �` I y•+ 16 o o" t0' o` "9ry W"v�dyfq$P fr ?M� � .ef w }3. d . .If 4M1I+ e L 1•i � §`{'t'i. W e E. 1 P',� L Ar �� „ •✓iwvv.v� � -G•�w�`---,ram-'-�= L � '� J -- - - ir , b eZ j• = by 'c,%4. 9 _ ° �� Y " f f � t�iD. ARCH R• 5'-loll t� •MASTER SORM. r� I ��a VAC VAC +T•. W'� 5f' Rave � � • �I ills � 7 • PPP r .♦ 16-0 T — 'x ,> F Ai g � dM1M1M1t , " 1, a, �' S g . , .. Ip TeI.s.,s ,azf ` e'Y 5^[•i� A, tI 00 ie N _u w 'S N W J � J H In L Of nto 3 m Vf N O N � V DRAWNEL �� CHEC;ED BY O.M.F. � 30T_r20s t x F'v: I � :qgrrb: �`.,A{�� V��.i i dd y a ✓ !.� � Snit � yy e�.b VV fr * "4 � 1 d' CMS � �.� w+ N � ��� i 4 • ` m A f t x F$ � 'i¢�- $ w` � 'i CI� �. �µA p �'j� � vR �.Lfi� 3 S � is r '•} i �. '3v ` yy k' 4 5 ��p.l � • I tl� � � � r '� �' INllllllllllllllllllllilllr� . v � ir�r N4R6 P� rc { iSS k: 1 �� .��a. .N N � S LDS FtlC M Fi d 1 Ys� tk' �. � �� i�r 5� d i'b'FbkC'�Mi'Ti � � Lu'��('Yg� l H P eta di ^Y ca5 ,:,, `f 1 •riy: ♦Y �c �$ rci� S' �yA `� �'N dti��i�� 'F� ��3'��+��*y rG`�'i�ri's� �� .£�.wi:�+'"�c:. ,4�.�sx-z.£''�*� ��... � �•..tlh � ..✓.$ � M .. ,.� jy �'"� ... .5s��ru '�rr?iq{.. xNN rc r g i kn IN �nnunuarrrt� , �uuau Euuonmunnnnwuuuu� rauumnunE�TOt r .:, FLAN P}.'A� T b r O � • M M II I I I I I I I I II II I I NEW v��► WIN, - r: RooF `PLAN oil pi •I • ��ffiy - i}^r}��it'dMab.�ea'a� ^^= 1 Aw J� ?#R a rr, co bb to Ln .: TRASH 0 6,2/ .1--Z STAIR #2 -41 v IV 2L t2 7 T 6T1 TH.11 11T.11FLOORS -T 1 4Lmwri wilif TRASH Ar m STAIR #2 z t F1 LbI 07 0 i I I ik TRASH L2,ot- T AN �N� " I\ TRASH STAIR #2 WWI APPROVAL BY THE FIRE MARSHALL'S OFFIC I, Split systems shall includ ocmpDnents vy " same manuTaasur Include an motor control or adjustable belt,'' . Air handier shall m drive. Provide return al base, Filter rack and I" disposable Filters Mount condensing unit ate slab on grade. 2, Refrigerant piping and &ccessortee shall be Installed in accordance witM best practices of the trade and In strict accordance with the air conditionln equipment manufacturers recommendations. 3. Piping ehall be type L hard drawn precleaned and sealed ACR refrigerant tubing with wrought copper precleaned refrigerant Fittings. Ali ,Joints shall be brazed. Proper consideration shall be given to expansion and contraction and Flexible pipe connections &hall be provided at compressors. 4. Piping shall be pressure tested, Flushed and evacuated before charging. 5. Suction refrigerant piping and Fittings shall be Insulated with 3/4" im, aerctube 11 elastomeric cloaed cell insulation with all Joints sealed. 6. Piping shall be run in a neat and orderly manner and properly supported. 1. Units shall be Fitted with accessories permit cooling operation at 40 F outdoor air temperature and a time del prevent short cycling. 8. Thermostat shall be mounted ,morie tt 48" above finish Floor. ` 9. Mechanical system s ►t 4 AJ'~ 1 include automatic shutdown device per SBCCI 19 tlon 406 where requlred.,l 10. One year warranty rr an additional Foie extended warranty on the compressor, ffie y w h,p PERFORMANCE TESTS 1. Test, adjust, balance and corrects'to make them rut operational. Taste and reports in a standards. ., - 2. Adjust air quantities to within t c requirements. +r 3. Adjust fan sheaves as required baian 6. IF adjustments cannot be made within the limits of the sheaves, then providrs new sheaves and belts. 4. Operate all systems For as long as required For complete testing and balancing. 5. Any portion of the systems shall be rebalanced as required by field conditions For a period or one year after acceptanced 6, Submit copy or test data of the Following to ror approval: a. Fan RPM b. Motor current 0 Q c. Fan CFM and speed d. Return air and outside air 6i'i'1 0 e. Entering air and supply air temperatures C y F. CFM per grille register or diffuser CTU,bRK d Provide ductwork, grlltcboxes,' rste all auxiliary of any kind necessary to make vari and air ditionine systems complete and ready For ration. € Air conditioning supply air and return air du It be Fabricated'' In" fiberglass duct board with Foil Facing. I" f, Os duct board may used IF located within the air conditioned s and fiberglass duct shall be made with UL clas `I insulated Flexible d ints shall be secured with approved bands. Outdoor air intakes, kitchen and toilet exhaust and similar ductwork & fabricated of galvanized sheet metal. The system shall comply with NFPA W-A and W-15 for class I air duct.,° II work shall be Fabricated, supported and installed In strict accordant th the ma facturers, ASI-IRAE and SMACNA recommendations. Starti liars, branch take-oFF Fittlnea and other duct Fittings due t 2 &Mta onrIguratton which cannot be Fabricated satisfactorily with ct material shall be Fabricated with galvanized steel or alumin heretofore specified, then covered with the glass Fibc er dut &-Ii I t_ thermal insulation and vapor sealva nl ductwork shall be fabricated of gauges not lees ° HRAE and SMACNA standards. Reinforcing anelee, s shall also be galvanized. The system shall comply ith W-8 For class i air duct. p II be rods or straps adequately spaced to provide pr,; in accordance with ASNRAE and SMACNA standards. loll verticle and at right angles to ductwork and etructur a.; ng tions shall be shaped to permit the easiest possible air `r FI using bends wherever possible. Double walled manufactured air turns &hail ad on all ductwork square turns. ,a. Adjustable ;ing vanes shall be used at all right angles. Supply branch s made at 45 degrees to main duct. a d shall be Furnished and Installed as shown or requir ba systems. Damper operators shall be Fitted w nd locking device mounted outside the duct accec&Ib �' 11, Install: with Fusible like where indicated or required H if dampers shall be accessible with access do — R ovi Fusible links.c Fire dampers clan curtain type and r UL fable and rat stir 1 1/2 hours and proved Frames. Fir pars in ducts less n 12" deep shall, cram Ire In ducts 12" deep over may hav eta .,wi t depth. AthU1'E A S. THIS CONTRACTOR SHALL FURNISH AND IN A LETS, O F.- OP ION AND APPROVED "HYDRO -PNEUMATIC" OR TANKLESS a m w "PA GED''RESSURE BOOSTER SYSTEM" FOR THE DOMESTIC WA S THE SYSTEM SHALL BE DESIGNED FOR A TOTAL ITY OF 400 GPM AGAINST A TOTAL DISCHARGE SYSTEM SO PSI WHEN SUPPLIED WITH A MINIMUM SUCTION PSI. AL POWER SUPPLY SHALL BE 1201208 VOLT, 3 PHASE. PIPING SHALL BE TYPE "K" COPPER THE SYSTEM SHALL BE WITH CHECK VALVES, SUCTION AND DISCHARGE 'GAUGES, ISOLATION VALVES, BYPASS VALVES, ALL L WIRING AND NECESSARY CONTROLS. LOW ` `CTION LL CAUSE IMMEDIATE SHUTDOWN OF THE S , D SHALL AUTOMATICALLY RESTART UPON OF. + ' THE iv PRESSURE. Tg REQUIREMENTS COORD TED WITH T , r' L,." SYSM . 1i I ADJUS S MADE ®• T ✓ I H iG`y2?F/L -4 7',COl�z 1, X,d ST , 11 Gnu SHEET �z 1 OF SHEETS irr epa sh ltuor ur tardl `i ra in. leroor an i ,.. uroush t (Item 3). Ma.'c opa sins lA 1 ln.- ' Set Concrete Illock (CA7'r) catesory in the Fire Resit once Directory for namsa `. urrowtifecturea.' } s h 1 7 b Prne(i'anu - One r (,` pppo w COurlull to be ccnietod within the tircilop ..r rnrul,ul Yltic■ vrllwn w .. JI.u«mkiy typo and its rosy be used: y, fay inyl Chlurfdc (C�- for: mdkr) Schedule 40 solid . core. 1)VC pipe rut ust+' ")piping iystun. '� s r la sallh Gimaller) Schedule 40 P W idk rn4i 1hc:V■IionalElocrrfcSC f, Ckluhinaled Pet .. + do (CPVC) lrlpe - Norr.2 to, diun (of imal SDR11 CPVC pip 0 tune' ii ciustd (process or suppl)) piping sysicini. , Fircitup Syitcot - The details slate nrc■tupsysitm Shall be as (bllows. A 1'ackill s %Ia terlai- Noin I in. thick ness of ndn4 perm doer at wool ball insulail ion ' it rtnnmiu (aiuutina silica) fiber blettkei firmly packed inio opening as a pinnti.Ant- form. Packing nrotnhat it, be Icceraell I,, son lop ruifact: or floor or both i gineS wall as iequirtd to Arc.mntnudatt the requiredlhieknes t (ill material.. ' Yo i or Co sulk - Min U7 in. ihickn - ed within i tap surface of floor or 4 t Is nits. Co. -CP Wll+Ctalk soar Slab Penetration m DA: ical Unit e B , AeFX/ T STA/ /2 7o >4 1. Floor and Ceiting Runner —(Not Shown) —Channel shaped, fabricated s from min No. 25 MSG galy steel, 1 in. deep and 3-1/2 in. wide. Attached to floor and Ceiting with steel fasteners spaced 24 in. OC. `iillf 6 1, 1 2. Steel Studs—Channet shaped, min 3-1/2 in. wide by 1-1/4 in, deep with .'� I., ' 1/4 in. folded back return flange legs. Fabricated from min No. 25 MSG gaty. steel. Max stud spacing 24 in. OC. Studs to be cut 3/4 in. less than assembly height. Steel studs friction -fitted into floor and ceiling runners (Item 1). 3. Batts and Blankets'—Nom 3 in, kk rp , wo bitt €r&;tion fitted t < to completely fill the stud cavi 4 *_, >l� � Thermafiber LLC—Type �'r,� °�� 4. Building Unit* —Mom. 3/4 in. thick, faced gypsum wallboa 'b the faced side on the interior watt cavity. Panel vertically a studs with 1-1/4 in, long Type S self drilling, self tap steel' spaced 8 in. OC along the perimeter and 12 in. OC ' td. .: alongside joints offset 4 in. ' General tlectric Co. —Type CoreGua a, �x 5. Joint Tape Compound —(Not Shown) —Joints covered with" - compound and paper or mesh tape. Screw heads covered with`;+ compound. ,T 4 *Bearing the UL Classification Marking M chanical Chase Specifications { v% Cy rs r t Q�YIJ 1?✓aT 1 "4 � r �C2. 5'KS T N� SIDE VI Axle Bearings Acatai w S y E - Start Open Jamb Seal Maly rash IR-". 11 M.I x k "v x f t � . CvrR,a U 0 M —' M 003 to S tV As 7 w 1 3m Q O CL L rn to � � h V o h- � tD N r N DATE iPR 8 200,` SCALE _ NOTEC) JOB NO. MFIO-9a 514EET M OF MI'' ,SUEETsj I i MUXir �� w1u. k 3 s • °"R h a': -i i ,�� as a €., ijl a �k^r ` 5 iv 91, CH :Cti D PUMPS O L1 J Z LL- V � q dZ Ld CL 4) 03 S N n N M i!1 v Elm pll�", 2 L / WASTE STACK 2 WDER R, f ra:.. � A \VG S� �{t ator Dimensions 3 a ,,�,.s. x. (?• f q ' , wm _4 Q q. *{� s V. YBn�, TV \ i(AV 4A_ ' �• '1`v R �v r r � 1—fir ' DOUBLE INLIRE SIw OFFSET IN.INC �� , a0°IFFui `q�'i 110 as ? b slat � r b � a u rt , v7 AERATOR FITTING TYP .qa s� C t {,, k r yAD � e rNT r ar a ee a A.. Kia y 2• � ' AERATOR FISTING TY► v�x r r xtX . ____ r 7[ {• S� v w, 'T r }i iM lli; ✓Ai. F Fl r 1 b I'+ .• BLAERATOf 24 F IrTV A 7 h. 5d Mil k51. VD v"„�. r •' ,Ire' ;r' SINK yM r 4' r " I tix Fpp � SIa(I-I/r; . DEAERATORTL s'1fr q vr ' s r"6w+Str r—iPRESSURE 1 IT __ RLIrF LIW 60 FU E SE C.I. Aerator Ro - ,�: G 4 , r xM If .�„ I" " Consult Factory Penetration Applications fi F °_ ° Y, Re -Ruff '" Y`k I �,. �...;� ..ti. „� .,•. Sovent Box . a,j�tA .�`rXticn' .r5y°d vrith . �1t Y?x+�H T ¢iv: Variable Recess �I F' L Variable�� , �.75' 20.75' A B hamF 19a0' 24.75' 24.75 30.75' + y t 4 p z ` w, r e r q Tg CC mot` ,F P. ��., r.."y�' •'; �. v ate{- y. ry '%,F ffi5i5 & �k+ C �:.. �� , x s z4 a:y Tli Sa { u ,E r a s R w rM aw z a ± / / r Y FD 2 "'9+4 Ghv t Q rl� Q 3' 1f X t 7 ♦• ['ham i , YN4 r 1az ' sp �,{ >t C ,� rA k u;F ` xk n r -n {hsPurt >s z, �iw,i I; u "', r n+, /A f° >k � #�^ 'a�" F` F v�� n A IYIII ' :ZF k S:i :w If a�'x+ # '','�' nl • 'y s^ ��'�"� s a'a Z U. `MrsTlZ £ r T>' �k Y .y ' F g xi'i '�. b'S"q a�" kR`x` `& 'S'r5y� '°'R±+ P qi aT M k" ab `' ` rvq a'�F y e° qC a .* � iSi�� � �� a.fiTr is$ r a ✓f ° r� .x. & t e I, 71, '• 1s �'k-k;vy, �` �'� s r 7 � •a M i� �a � d! � � �p 1 §as � s, 6� ! w.r," a •v k +.1'` .:':t ?'I.rr .S #. Kk,3':ILA,r7`•, S ' ift �k �+�;f,f::' r .:,'iw r. �Tij LdIn w'sIT �; � 5 aTx t+'�`'4 � t >"{w v y��, F" .x w }•y °>� a'" ,�' fit. s x`'�r �i y : ` � f�.\L. v a r e f � aa. ,• k§ t n � � r , �^�' t c zry4 �, G V✓ Tn � � ..rk r.;. S rt'+�•� .f � a a I yI € 1 In #� 'P %�k Y ✓' �r {� „ yv ,J, dY t F�gF �'"W sq .,i*s 'W," b ��q,� ,F 5`Sa'E: 'fixVn k fitnd s iljP TT W '. 24 FU 4 Immrac r WA6 P 7st RR .,n t3L% �.?.xk1'.f11LN 4'A44.D1 7.1 QJ rd A40 � _�Fv 6 G 6 L � W 1 vN �N ' m� Im ' 4 1 R $/V,T,-%,- �j�A,,c_ it An M�m INS ypyy{ vh. %, �R °N I. tr 10, WE wrl 3e . Ili ma r 1 1 r, "All µ TTB l TO 5ALGOiV / 5TAIR L r ! ;Sr 2 r. �I I ' III II � fit it — DRAWN L Cz.PL. CHECKED Dt9 p DA AUG. N JO gXT MFI- ..:_ «.. n .r~�;�.rc. .. '6' . a e '@,3 x�� „x�'a u{ ar- "xa al -, ?srs ,a 1 •a:- ,,:.�� n w%14`1 .:a>w,f,� c�,�a 2w Mll �.away+? �r, ". ,'., _.«,., .... v,";a,. r -: ,. 10,111_ :.' f„ , M4 5, Mks a p tYnl;":ia�„r ..1 !s ;W r.P , •_..%m,"yaa:.:. a{ b. .k x h - -r+rss... . w F,�' �"�;`... -. '_ sA o, �; �. t~ %', -.:i.. uS. .. z. '�,w. rf '4 ° .. "Tom' a � , t >... P ♦ � `•'. ter. mot; Js_ FAP FAGP 24 HOUR BATTERY _ FIFE ALARM RItf TO ,j TO CONTROL t TAMPER 61 WIRED - VE drawings are diagrammgt are not to be scale to archltocturol plans and elevations for exact locations of equipment confirm with the architect or engineer (A/E) or owners representative. 2." These plans do not show every detoll of construction. The electrical contractor (E.C.) is expected to thoroughly revlow the plans and requirements of the systems and provide ail Items necessary for a complete and operational electric system in conformance wlth the piano, specifications, diagrams, the National Electric Code (NEC) and all other applicable codes, regulations and Intended usage all subject to the acceptance of the A/E. 5. The E.C. shall provide all lighting and power circuits, route circuits to suit job conditions and furnish and Install lighting Pixtvres and lamps as shown on the plans or as otherwise approved by the A/E. 4. Unless otherwise, stated, wire and conault sizes shown are for copper, THW or THWN insulated conductors. THHN Insulation may be used in dry locations. Aluminum conductors are acceptable only for service entrance and feeders to ponols. 5. Unless otherwise stated, underground conduits may be either 6RG or schodulo 40 PVC Installed in compliance with governing codes. 6,. Outlet boxes shall be pressed steel In dry locations and cast alloy added hubs in damp or wet locations. nett and/or safety switches shall be provided for all equipment ` `required by code.. Motor safety switches shall be horsopomor rated, 'k make and brook. All switches shall be of the size and type Indicated tfte plans or as required for size and location of equipment actually instolied� ' Unless otherwise stated, motor starters are to have overload relays In "legs and sized for equipment Installed. l work Is to be done by skilled craftsmen, in a workmonlike manner Asa osontotive of the trade and standard In the Industry. 1..oad data and system sizing is based on the best Information available a time of design. VoriPy equipment locations and electrical requirements ore ordering materials and devices. Route circvitsby best method to suit t conditions. Provide pull boxes as may be necessary to Pocilitate installation. :amporage loading on all ungrounded phases in ail panels and ponolboords ` 'txalonced equally. within 5% after all circuits are installed. toctrical Systems and all equipment and devices shall be complete a „ , And n. 0foe-tively grounded no loss than required by the NEC and as dot on the plans. All circuits are to have a separate grounding conductor'? per NEC 6round Fault protected outlets and circuits shall be Installed F5 required by NEC and as shown on the drawings. Provide a main grovnding electrode with a maximum of 5 ohms resistance.�,., The electrical installations shall conform to the specifications and •, emonts of the power company, telephone company and the cable =� wrisdictlon. 1( if olI metering requirements with the porter c submitting shall be word dwlth other trades to avoid Interference construction progress. kr 'All material and devices shall be now and display the V.L. approval rthero applicable. 15. All Piro wall penetrations shall be made In an approved mann w "RAIN approved fire stop materials to maintain the requlrod fire rating. 16. All material and workmanship shall be guaranteed to be free ;y - defects for not less than one year from date of acceptance. C of any dePeets shall be made without additional charge. IT When shop drawings are required by the A/E (5 coples), shall svbmltted by the E.G. on all major systems, lighting Fixtures and de, " , a 'and shall receive A/E approval In writing before ordering egvipm% N j le), Symmetrical amps Interrupting copoclty (AIC) of circuit broa the The r and switchgeor shall be no less than stated on plans. t tit may be obtained via UL approved series ratings or cvrren ' ~^ vices subject to the engineer's approval. soaeled and surface mounted light Fixtures are installod Fixtures shall be rated for such vsage fixture for `f vi proved air space aroundthe C. any system or device Is unsuitable to or Is In other ways an Improper oppllcotlon ;;i" ' the attention of the A/E before ordering or bearing w0116 ore to be made above or below tea �^ tanned'_ r approval of the structural engineer. 22 Conduits pone beam routed above or below as per. e s or. �a SHUNT TRIP P.S. SWITCH ELECTRIC N NV 2 POLE, G.S. DISC. - EAGH UNIT F.P.L. PAD TRAN5FOR 120/205 50, 4n U �O A ALTE tt= k " 'ray rz ,a $ , , i iT DETEG SAFETr ANDA : 6. TYPICAL APARTME I#iLL3 SNLL FL Pt' 2AFEEDERS. ROUTE FEEDERS BY BEST METEtOC)? EXCEED 150 FEET IN TOTAL LENGTH SHOULD BE SIZE FOR VOLTAGE DROP PURPOSES. PROVIDE BOXES WHERE NE , D TO PREVENT EXCESSIVE DLUPJW-2 INSTALI . 5#210, 1 #4&RD. THNIN AL IN 2" 0. r � � METER PANEL 125 AMP 3 # 2/0, 1 # 4 5®p GU IN 2" a. 4.3E554 Vd X 5L Mtt]=KtD - L METER CENTER AMPACITY Pa; Vd X N r � , 1552.1 ELEVATOR 40 H.P. ELEV 4 1w low 00* SH 14._J 2 OF E3 SHEETS 00 VV ITS A FLL15H L LOAD CAI ( OPTIONAL METHOP SERVICE 51N6LE UNIT "A" GENERAL L16HTIN(S LO'" Unit slza, 5R, Pt. 2461 x 5 va - — *740I Numbor oP ap Monte circuits 5 x 1500- 4500 Laundry circult I x 1500 1500 Sub - Totol 13,401 va (A) APPLIANCE L:4 Range 5000 Aoter Hooter 4500 � r mayor 5000 Diehwa 1400 ` ems, Nlhlrlp Other Appliances . i t�„• F � 4 l�� � ,� x� Ist 10,000 vo • 100515 + (A) (5) 10,000 x 40m GTRIC T OR AIR CONDITIONI t 8 00 va x 0.65�" �µ A/GVol x 1.00 TOTAL va PER UNIT = (0) + (D) 25,550 vA 5ERVICE FEEDER AMPS, IT vo (A) y41, 4 vpp�yy i � x z1 � M1 ' i;. -v P a II � P r lk nY=: • p * tF � AL . b V n� n� t U •� a �,J e �N (:3 DRAWN BY Gp l . CHECKED B' D.Mim. R Ir ,has: •, r' SUpJE LUCIE 0 VILLAGE - ,� ..•..�.,a.... \� 8V\t,0\NO Q NORTH 9 �_\SS\NG �Yc\�OgiP u R I rvnt d LEGEND���,7� 1, \°_<`' VISION CONDOMINIUM���" R ry X ACTIVE GOPHER TORTOISE BURROW QO CD�� p �nq�cFrese tw �' + ZONING: HIRD (RM-9) INACTIVE GOPHER TORTOISE BURROW 0 ABANDONED GOPHER TORTOISE BURROW e \ i O� ��� g \ Off• d , .7 \ y \ \ \\ \\ �" , `� �•���"�. • "� afx°3��`a �\�9 � , � _ ��1�,.t.r,*\n ��O///% 0� \ �\ > \ N 1153888.1157 EQGE' ._ \ ' E PARKING SPACES N 1153885.2859 N \ \ :- ///j 10 LANDSEAgA�I R �„ PARALLEL P rJ \ N 1153886.3199 E 72581 D.8657 A� SIDE /�%// NOT TO BE STRIPED AT tT E 725413.8875 4' x4" concrete E 725558.9341 \ \ WALL %/%%/ / / THIS TIME. >\ FLOOD ZONE monument \CP \ FLOOD ZONE \ \\ /UNE n no identification - �'�� --�-- --- �_ \� V I I rJ I T Y M A 6 BEAeH� LINE _'�\ f N 89035 30 E 656.68 N 1153 83.4348 .\ - ----------\ ((p c c� ��r� -����y 145.05 --------------------------------- % - -��--�YYlosal..�iiie"iT-----------`- . E 251 .2009 - -- 259.69 _ __--- -_-= _----------------- \ - ------ - --------\---------------\ t------------------------ --- \ 1 y�� iron rod --- ---- ---�-- --- FLOOD zoNE \ \ ------ - ------ \ \\ �aL''3 \ \ and\ dap Ib 4644 `-�-- \\ f 23' \\ 8 SP dESi /� NE �--�' b 7 R% eg>71 IL Z W U \00 R TENTION _ _ ro �S. \` N \ v ul- `12'X30'. u' w \ C]3 �0' \ GATE p \ m \\ \ \�' a 1\ LOADING \ 0) \ o A GENERAL NOTES: At-/ R 3 \\ \ \ ZONE ° PARCEL N0. o \ \ \ r \ � T �'q (130-0022-000/ \ \ 1. PROPOSED BUILDING ENVELOPE INDICATES MAXIMUM 9 \kA EXTERIOR WALL DIMENSIONS ONLY. \ I \ O �\ �\ ��`� (�� � \ � r,� \\ P RKI G G RA \ \ \\v\ j I j ��, \ -� \ 2. ALL SITE ELEVATIONS ARE BASED ON 1929 NGVD DATUM. PAC S \ \ �\ I I I r \ \ `Q O 3. BOUNDARY AND TOPOGRAPHIC INFORMATION WAS +.• mho \ '\ SITE SIGN 2 16 B' - 25' EXISTING NATIVE \ ,x'. PROVIDED BY MASTELLER, MOLER dt REED, INC. 90 \ ) c THEIR OFFICE IS LOCATED AT 2205 14TH AVENUE UNMANNED \ F.F. EL. 10 50 T. \ \ �9 4' VEGETATION TO BE i� v� VERO BEACH, FLORIDA 32960. •+� o m \ \ CALL V \ \ n' \ 1 I PRESERVED _ - oy o R BOX �r \ 11. 2' YP. \ % - - - - - o �J 4. BEACH DUNE SYSTEM RI TO BE MAINTAINED AS - --- - - y SPECIFIED IN THE FLORIDA DEPARTMENT OF \\ m �(P ) \ \ `MCP TH ENVIRPROJECT.ONMENTAL PROTECTION'S PERMIT ISSUED FOR o N \ \ f -- \ � �\ s d+ \ 5. THERE SHALL BE NO ALTERATION OF THE \ �, m \ p ERE tP o N PARCEL N0. \F ���cP. Q 6: \ tJ �t < EXISTING TOPOGRAPHY OR REMOVAL OF EXISTING \ \ (Rt-1) \ \\M\N' Q-& / \ (1.4' CLE �f�N.) W\ > i \o +" 'yy�37 / ) 2 a \ NATIVE VEGETATION SEAWARD OF THE 1978 CCCL, 24° STOP BAR 0 \ t; TE /iy \\ \\ ��.��W F �+--21'- 24'' 21' aN (130-0024-000 \ � 9 � F y CP 7 s� W ty\ \ < c^ %\ EXCEPT THAT WHICH IS SHOWN ON THE SITE \\ p1 \I \ \\ HA DI- AP SI\ n '� PROPOSED 13 STORY a >� OPEN SPACE o \ �a\i R i CONSTRUCTION PLANS. 12' \ CONDOMINIUM N. o c� •y -A\ �\ s p v \ \ 6. CONSTRUCTION OF THE WOODEN DECK SHALL PARCEL NO. \ o \ \ 24 'SPACES \ F.F. EL. = 11.95 FT. \y c, BE OF WOODEN PIER AND BEAM WITH OPEN SLAT `r9` �r \ 1 6, o \ (130-00'�5-000/3) o \\ `-' 12' 5 v~12 r. 26'� - { m o \�� o0 7. CONTOURS ARE APPROXIMATE ONLY. \ �- m\ ° ` B. SOLID WASTE CONTAINMENT FOR THE SITE WILL P.)' YW -��, 9 9- <G \ \ \ BE LOCATED INTERNALLY WITHIN THE BUILDING. > \ m dt \ \ \ RETENTION \ \ v Q!r / o -^ \ CA z ^ 9. WATER FOR FIRE FIGHTING SHALL BE AVAILABLE \ \ � - \ ELEVATED FLOOD ZONE \\ ZONE "X" o and p 15 4286 \ \\ / a \ - D DECK \ PRIOR TO COMBUSTIBLES BEING BROUGHT ON SITE. ` ACCESS DURING CONSTRUCTION SHALL BE PRIVIDE - = South line of Government lot 1 - \ C \ BY A MAINTAINED 20' WIDE UNOBSTRUCTED, ALL LINE 23-34-40 rth line of S.E. 1/\ \ � WEATHER DRIVING SURFACE CAPABLE OF BEARING THE WEIGHT OF FIRE APPARATUS. SEE UTILITY HA DICAPPED CJj \ HEET FOR FIRE HYDRANT SPECIFICATIONS. F- O d3 I- O o w O_ 5 1- 5 w Ofo 1- 0 a a O Of 0 o p M O It N c0 r �\ PLS39 \ \ 1 2' YP. \ \ I x ° O� \ DETAIL S -------- 1 ( ) ��56. w - A ESSIBLE - • EL.=5:53 \ \ \ \ 1pp itont\• / 11 _ n lide�t•{icatYon , PA KIN GA RG \ - �$ DUNE ROSSOVER MCA. \ 10. NO POLE LIGHTING WILL BE USED FOR THIS SITE. '' (TO M ET A.D.A. �ti\ ALL EXTERIOR SITE LIGHTING WILL BE MOUNTED ' \ TO THE BUILDING. \GATE POOL REQUIREMENTS) \Ns \ 0) y GATE 11. THE DEVELOPER SHALL BE RESPONSIBLE FOR ANY DAMAGE M N N aO 126' F. = 10. 0 \ x` AND 12 \\ \ CAUSED WITHIN ROAD AND DRAINAGE RIGHT-OF-WAY M I I 35 \ \ SPA o \ �� AS A DIRECT RESULT OF NEW CONSTRUCTION. ? Q ^ W " NOpft t ( \ \ \ 4' WIDE ELEVATED \ 12. SITE SIGNAGE SHALL CONFORM TO THE REQUIREMENTS + s FR 3 CK ` \ yo1 \ \ \\ PNP {a-,e.w DUNE CROSS WALK \ \ > \ W t� I� \\4grT� �; 6 \\ \ �L /�ri�yQ' \ PAVE yxCPOoE(. O = 4' HIGH OF THE CURRENT COUNTY SIGN REGULATION AT THE fr1��^ 1 000NTYLDCIE J, \\\ \\ \ �_ -� (TYP)OVERHAN \ P.,L \ FIRE LAN€ NE StpELS \g5 N FENCE \\ \ U' TIME OF APPLICATION FOR A SITE SIGNAGE PERMIT. Z V ¢ If M M Ul ENT- 5 \ \\- \\ \ 0 'Z', / PARCEL NOA \\ `� \0 THIS IS TO CERTIFY THAT THIS SITE + LA. 7 } i x E - 10t J \ FF 66. x (410=0001-000 \ I MEETS THE MlNif `IIJnA `i'F"f•'i-NIF`.AL rsfa7.01�, �. I ?0 L 3 L) v t¢ ti ;. iron rod \ L° \ OF THE s t_,:\. Yr •.z i, ; t fl.;t�. ,. c. i, i- ll 't =W Z 23' \ and cap Ib 4286 \ \\ cn �./ RETENTION \ r \ r ; t' a t r' \ \\ \\ L \ ao TYP 5 -PACES 0.31 east o cccl line \` 417.24' X ®��"��-- --1 1153589.068 00cI . 1 r • r, ' i 1 c9DD \ I --- ---`�- 5945 639 111 \ "-- --- \ �.--��--.��--.�--� \ �. \ , t ..Y} ! .t^,'s,! t •t.11 {i SST .I i 2 (7 (00 ------------------�----- - -- --�-- \ _ 72 9CUPdS1F ,l l s 1F tJ'f <1C1ptIa A. f'Ow t Ure i'ILl l ,i`. CO 1 f 1 0 z \ \--\---- ---- c,+ \ L1J ---- 2 7.11' jj --�-- - s n (yam(\ N89 35 3 E \ \ \ StJGti iN l ;: d:J c.Jr 1 HE I's`\t iJf CT 1)F VCt <:;t �/ �0 m Ld � p v \ \ tNENT A4" ° .. ,'a:: HAVE BEEN C:�7P' PLIk' D W1 r r i ,�_'' Z QN Of � z 3"x3" concrete ZONE \ monument, no ///////////////////////////////f////////////////////////// /////////i/////////////iiyr 10' L N CAg �UFER \\�0Z� \ q E \ FURTWEFi tl:lf fd'TiFIE IN CCS?,t'+nL11VITY L7E\'Ei L7F �_ = w� r / /ir AND�E E \ \ \\ \ \ identification, �o BELSTR STRIPED LAY THISNG CTIM . \ i / o2F -7 l x\<'p N 1153587.1830 \ \ MENT OR17Ef _ . �� �, W ZQ m N I? ASPHALT /� //////////////////////�7//ii /�//%// ////f%///////iii� 0, O y E 725681.0920 ff / qo \ N 1153586.0947 T 9 F L _ _ J \ O W �. E 725528.4085 0 < z Z \ \\ \ F \ COMMI Y DEVELOPMENT ADMINISTRATC R u- < w \ y\STN�G \ FL 1 OWNER: OCEAN PEARL DEVELOPMENT, INC. N 1153 8 .11 4 \ EX\Sj\ r€OT FOR CONS E RUCJIOIV � 925 N. COURTNEY, PKWY. SUITE 28 \ E 72525\I. 081 \ Bu\VO \ APPROVAL DATI 1n MERRITT ISLAND, FL 33953 \ \\ PARKING REQUIREMENTS: 11N w MERRITT 453-53FL FAX(321)453-3618 1 2 SPACES/UNIT X 48 UNITS = 96 SPACES �o t ENGINEER: FLEIS AND BENNETT ENGINEERING INC. \ HIBISCUS BY i THE SEA PLANTER \ o �M 1090 HIGHWAY A1A, SUITE 200 \ CONDOMINIUM \ \ z N SATELLITE BEACH, FLORIDA 32937 ` PROVIDED PARKING: t� (321) 777-2701, FAX (321) 779-2173 ZONI G: HIRD (RM-9) sS\NG B0\Vo\NG \ \ 71 COVERED SPACES a 0 SURVEYOR: MASTELLER, MOLER & REED INC. EX\ 1 10 UNCOVERED SPACES 2205 14th AVE. \ 108 TO AL* THIS DOCUMENT IS NOT TO BE SED 32960 * INCLUDES 5 HANDI-CAP PARKING SPACES FOR CONSTRUCTION UNLESS SIG D BEACH, FLORIDA INC VERO BE HERE: 05 0 4 8 Portion) 56 Por 561 le GROSS AREA(- ±10.71 ACRES CONSTRUCTION N TES TABULATION: Minimum Finish Floor Elevation for Main Structure (Habitable ) PARCEL A EAST OF SRA1A = 4.66 AC. DATE PARCEL B WEST OF SRA1A) = 6.05 AC. PROVIDE D 1. 18" above crown of road ZONING: HIRD(RM-9) IT€M RFOUIRED/ALLOWED FFE = 6.00 ft. + 1.5 ft = 7.50 ft. GENERAL STATEMENT: S C THE BEST OF CO KLIANCE E THESE DESIGN PLANS AND f10.51 AC (ABOVE MHWL), f10.71 AC (TOTAL) DATE -- 6 SPECIFICATIONS IN COMPLIANCE WITH THE STANDARDS ESTABLISHED SITE AREA 10,000 SF, MIN 2. flood elevation established by Flood Hazard Boundary Map (Zone "AO 2) DESIGNED: EMF 2/29/2000 THE PROJECT INVOLVES FOUR (4)) TAX PARCELS. TAX PARCELS 1423-130-0024-000/ ' IN SECTION 16B-33.007, FLORIDA ADMINISTRATIVE CODE. SITE WIDTH 100 FT, MIN 314 FT FFE = Existing Grade + 2 ft. 1423-130-0022-000/2 AND 1423-410-0001-000/8 ARE LOCATED ''ON THE EAST - 60 FT f314.69 FT FFE 13 ft. + 2 ft. 5 15 ft. DRAWN BY:RR 2/29/2000 «> E HERE AFTER REFERRED TO AS PARCEL A. TAX PARCEL 2. TO THE BEST OF MY KNOWLED E �HE MAIN WIND FORCE ROAD FRONTAGE a SIDE OF Al A AND AR LOCATED ON THE WEST SIDE OF SR All AND IS REFEERED - Building Data: 14-Story, 1st floor garage, 2nd 13th floors living units CHECKED: «; 1423-130-0025-000/3 IS LOCO RESISTING SYSTEM HAS BEEN D SIGNED IN ACCORDANCE WITH UNITS ALLOWED: PARCEL A (9 UNITS/AC)(4.66 AC)=42 48 UNITS *TRANSFER 6 UNITS FROM PARCEL B Use Minimum FFE of 15 y; TO AS PARCEL B. THE PROPOSED IMPROVEMENTS ARE LIMITED TO THE SR A1A RED SECTION 6, AMERICAN NATIONAL TANDARDS/ AMERICAN SOCIETY OF PARCEL B (9 UNITS/AC)(1.89 AC)-17 Min Flood fiEl.nish 15 ft. NGVD RIGHT-OF-WAY AND PARCEL A. FOR DENSITY PURPOSES 6' UNITS WILL BE TRANSFERCIVIL ENGINEERING 7-88 JULY 19 0) "MINIMUM DESIGN LOADS FOR (5 UNITS/ AC)=20 31 UNITS ** REMAINING DENSITY ON PARCEL B Garage finish floor El. 11.95 ft. NGVD APPROVED: FROM PARCEL B TO PARCEL_ A. BLDGS. AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS TOTAL =79 UNITS 79 UNITS 8.$75 ft. floor to floor for living units (8'-4" floor to ceiling) ACAD CODE:992000BAS THE PROPOSE D DEVELOPMENT IS FOR THE CONSTRUCTION OF A THIRTEEN ASSOCIATED WITH A MINIMUM BA IC WIND SPEED OF 110 MILES PER STRUCTURAL HEIGHT 125 FT PROPOSED 122.375 FT (11 FLOORS AGE 9. 7 AND 1 FLOOR ®T.= 1 5. (g 1�t" slab thickness) THE STORY ED RESIDENTIAL FLOORS OVER 1 LEVEL CONSTRUCTION PARKING) CONDOMINIUM HOUR. (ABOVE FLOOD ELEV.) (GROUND FLOOR IS A PARKING GARAGE 9.875' HIGH) TOTAL HT.= 125.375) 10 ;oot floor to floor for garage floor PROJECT NO: 99.200 s BUILDING CONSISTING OF FORTY-EIGHT (48) (122.325 FT. ABOVE ELEV. 15') Building depth = 90 ft RESIDENTIAL UNITS, TWO GARAGE 3 STRUCTURES WITH 24 PARKING SPACES EACH, UTILITIES, SWIMMING POOL, DUNE 3. TO THE BEST OF MY KNOWLEDGE THE COMPONENTS AND CLADDING LOT COVERAGE BY BLDG. 40% MAX 5.7 CROSSOVER, ONE STORY CABANA, LANDSCAPING AND ASSOCIATED STORMWATER HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO DESIGN 0.6 AC 5.7 % Height = 125.375 ft AND SPECIFICATIONS IN ACCORDANCE WITH SECTION 6, AMERICAN BUILDING COVERAGE: ( °) SITE PLAN MANAGEMENT SYSTEM. THE SOLID WASTE FOR THE PROJECT WILL BE COLLECTED NATIONAL STANDARDS/AMERICAN SO({IETY OF CIVIL ENGINEERING PAVEMENT AND POOL COVERAGE: 1.12 AC (10.7 %) Height above flood elevation = 125.375 - (15 ft -11. ft)� LulINTERNALLY WITHIN THE BUILDING AND WILL BE PICKED UP CURBSIDE. = 122.325�ft g. THE USABLE COMMON OPEN SPACE WILL BE MAINTAINED BY THE 7-88 (JULY 1990) "MINIMUM DESIGN (LOADS FOR BUILDINGS AND IMPERVIOUS COVERAGE: 1.73 AC (16.5 %) ESTABLISHMENT OF A CONDOMINIUM ASSOCIATION. OTHER STRUCTURES" TO WITHSTAND E WIND LOADS ASSOCIATED 8.78 AC 83.5 % Side setback = Building Death + (®uildina heiah� PERVIOUS COVERAGE: ( °) N THE MAIN STRUCTURE WILL BE DESIGNED ON AN AUGER CAST PILE FOUNDATION WITH A MINIMUM BASIC WIND, SP ED OF 110 MILES PER HOUR. TOTAL: 10.51 AC (100%) = 90 ft + 2(122.325 f WITH THE TOP OF THE PILE CAPS BELOW THE PROJECTED 100 YEAR EROSION LINE. SHEET 1 OF 10 p GARAGE LEVEL, WHICH IS CONSIDERED NON -HABITABLE, WILL BE DESIGNED EXTERIOR LIGHTING SHALL. CO 'FORM TO ALL APPLICIABLE USABLE COMMON OPEN SPACE COVERAGE: 7.7 AC (72 %) 83.6625 ft SE PLANS AND ALL ®RK, THE 4. ALL -�� TO BE FRANGIBLE. THE BUILDING WILL BE TYPE I CONSTRUCTION (FIRE RESISTANT). I ST. LUCIE COUNTY UTILITIES DEPARTMENT WILL PROVIDE WATER, SEWER REQUIRMENTS OF FLORIDA STATUTE 70.12 (MARINE TURTLE USABLE COMMON OPEN SPACE MAINTAINED AS NATURAL VEGETATION: 6.5 AC (61 %) A ECTTOANY CORIECTIONS AND REUSE WATER TO THE SITE. PROTECTION ACT). L� ) BZOQI REQUIRED BY FIELDINSPECT'ORSTHAT , MAY BE NEC": SARY IN ORDER TO "" COMPLY WITH ALL APPLICABLE CODES. .,. in . - I i77 -_ - i l I 13 8 I I _ ) %,10 I I I I SCALE: 1"=20' Q \� % /�, S_2 / "/DBI / / I / 1 . 00 7�cvl Il \ g �_ _ / / FD TYPE/ "C ' - .- - - - �_ ,r5 J - G ATE EIL. 00 / i o - - - - ® \ g V.ELF6, 5 __ - x -- �� - x x - // \\ ` .x _ x x x 11 \ / \ \ x x-x G t W ---- x \ \ \ \ x x B \ / / \ -�.- .85 I a \ \ \ t0.00 off os f \ NOTES; \ z In M \ / THE FLOOR DRAINS FOR F \ 40 ` E CONDOMINIUM BLDG = R P VEMENT �- � � \ © \ � \ I S IALL BE DIRECTED TO \ U m � / \ \ TYPE "A" \ \ ETENTION AREA IA OR 1B.\ \ \ B1 N .80 \ PAVEMENT 10.90 \ I \ z N / SLOTTED R .P \ 5-3 `� FOOT TYPE III 4 \ LT FENCE I ) �2.WATER PROOF EAST SIDE � 65 90 iF OF[ 2 Aly N TRENCH \ 160 OF 24\ SLOTTED RCP \ \ \ W. 4 LF p 5 WIDE EXFILIR y \ SILT 1 O OF CONDO BLDG. FROM THE BO1M N g_t /P 0.00 1 \ 144 F OF 5 W1 E EXFILTRATION TRECH \ 10.4 \ FDOT TYPE 1 00 \ \ (TYP) I �/ OF FOUNDATION TO ELEV, 13.0 FT \ d \ \ \ \ x g J 24" MES // 1 0.46 -. �� RIM MH 10.38 \ FLOOR DRAINS 1 1 1.30 \ II \ 110.30 0.10 \ (BY OTHERS) \ 3.THE ROOF DRAINS FOR THE CONDO \ \ \ C INV. EL. 6.00 \ V. EL. 6.30 I BLDG. SHALL BE DIRECTED O 1 \ \ \S-4 \ I 0.17 ` \ + I DRAINS RETEREA 3. THE NTION PORTE COOHERE \ \ 4' MES 40 10.50� \ \ \ \ \ \ \ 2\ \ � \ P KING 5 RAG \ 1 \ \ 1 1 SHALL BE DIRECTED TO RETENTION / \ INV. EL. 6,00 \� \ \ I \ I AREA 1A OR 1B. / o \ \ 4.THE ROOF DRAIN FOR THE CABANA I \\ \\\ 4 PAC \ 11.20 1 2 1.91 C.O. 11.91 1 II AREA 2.SHALL E DIRECTED TO RETENTION I 1 -'S 0 \ 4"X12� CONC. CURB ` \ TOP EV .=9.40 (MIN) '\ ` I 116 LF OF 24" 7\ 10.66 � � \ 0:6 / \1 x I 5.THE ROOF DRAINS FOR THE PARKING Z W - \ \ SLOTTED RCP \ 0.30 �\ L, 1050 T. \� \ GARAGE STRUCTURES SHALL BE dIRECTED O o \ \ \ / }20' I TO RETENTION AREA 1A OR 1B. / S } >- \1\ I 00 100 LF OF 5' WIDE \ J g 1 O LAJ l�q�NT 12 \\ 1 I Z l- \ EXFILTRATION TRENCH \ \ \ \� / I 11 I \ O 1 \ \ .34 1 \ oo a _ _ \ \ 1 .95` 7 TYPE "A" \ 11 \ 1 0 x \ \ > 88 \fJ 0.46 I I ROOF DRAINS FOR \ 48 PAVEMENT \ \ \ I CONDO BLDG. \ \ \ .05 \ I \ (BY OTHERS) \ 0 0 44' \ 48 \ \ \ \ THIS IS TO CERTIFY THAT THIS SIT PLA I-`' I f� \ .48 o0 40 1 9.90 I 0.14 \ I \\ \ MEETS THE MINWUM TECHNICAL REOU10FI'ALN7 0 M \ OF THE ST. LUC16COUNTY LAND DEV'ELCPNIEN \ \\s.25 .48 �- t5 \ 9.53 I / \\ \ ` + OC[. THIS APPPAVAL DOES NOT CONSTITUT N M a n co \ s4 \ .00 \ I I _ _ _' t '- \ dONSTRUCTION AL1\THORIZATION UNTIL A� \ \ �� _ \ f I I \ PROP( Q 1 3 STORY \ UCH PROVISIONS OF\ THE PROJE& DEVELOP- -3 \ \ / U CONDOMINIUM ENT APPROVAL HAVE�EEN COMP4�IED WITH AS O 2 S \ 81 96 1 ` \ 39 00 \ URTHER IDENTIFI�D'IN, COMMUNITY DEVELOP- U o,",I o \ .44 \ I L. 00 - 1.91 ® �^ / M M N \ ,,.8, = I Y .9 5 FT. \\ EN7 ORDE? `� I `I � y oo I so 10.0o F. F. EL. + \ z o furl a' m - .. GS �... 5 Q I\ I\ laJ \ \ so S-6 O - \ et / 96 / / �\\ \ \gym® rn Z t ib GIMI'MI DEVELOPMENT �DMINIS fRATOR W Q v M 24" MES .0O p M L - INV. EL 6.00 g_� \ F LJ .r -..� / m \ 9 ° \ �-- 4:1 =I 4- •-� Lli 54 LF OF \ �`1 \ 54" SLOTTED \ i / \ \ Q x ` 4PPROVAL. DA'1 F .L Z > x x \ FDOI E C DBI \ z REI_IMINAR 1° a a (3 RETENTIO RCP \ 53 \ / \ C�'T F CONSTi�l1C11t W \ CRATE EL \ 014 S_s / \ CA ELEVATED �] _ m 0\ \ 1 B INV. E 6.2� \ VERTICAL CURB FDOT TYPE / \ \ 9.5 / WOOD D'=-CK o � z .15 38 LF OF 5' WI01= (TYP) \ \ 10 12 m w 0\ S_8 EXFILTRATION TRENCH \ / RIM EL. 1%38 . \ \ \ 11 o ( Z �N ¢ Z Z \ \ O \ I 181 LF OF 24" SLOTTED RCP \ /� \ ` \ 24" MES INV. EL. P.30 \ \ 113 "� f � w rn z \ \ 168 LF OF 5' WIDE EXfILTRARON TRE� C. _ lJLd INV. El_. 6.0 5 % ,., .. ... ,.. .: D \ � E A N NiS WALL � J ` � ¢ z � w \ 14 . ,..... :., � � � SOP E d Y �\ -. \ N 2.00 TH R)\ 4.35Z Z \ \ \ 0.4s DRAIN \\ \ \\ \ \ I / (BY OTHERS) 2.00 \ 4.45 4! W 1.91 \ �\ C �a J A I ) Z \ G N N \ \ \ 1.91 PA KII)!G GA AGE \ / i ll WCD U- N W \ \ \ \ 6 1 0 \ I 1.81 1.90 2 1.90 GA E 4.3 \ 15.35 PQOL GATE �`�M o \ N S A C S 10.65 / I o Z N / 13 �\\ AI\i\D 3 U \\ \ \5 .90 F = 10. 0 F 1 I ,4 5.35 \ SPA D O \ \ \ 5D \ \ I 13 \ \ DECK CA \\ \ \ \\ \ I \ \ \ I NP \\ (EL=15.50 \" THIS DOCUMENT IS N0TNLET BE ED 0 FHIGH ENCE HERE: RCONSTRUCT ON US SIGN .- \ 10.46 11 FIRE L N \\ S \o ,\5� DATE / \ / 9 II 14 1 12 11 x O`N DATE Z % \ F , 12 \ 13-�\ 1R& TION DESIGNED: EMF 2/29/2000 0.00 11 \ \ 1t1 11\ 7 DRAWN BY:RR 2/29/2000 23 i -* \ _ - - - - / \ N 1 CHECKED: \ / N \ \� m p \ 4"X72" 60N6:�UR8 / / x \ 0 \ TOP EL.=9.40\(01N) \ I / / N to -- . - -.�- / \ C9 APPROVED: x x - x x / �� \ \ cp ACAD CODE:99200013AS v\ \ \ ( ' x �"s�� i FOOT TYPE III 1 O / FORFCABANA \ `\\ PROJECT NO: 99.200 \ \ 1 / SILT FENCE / c9 I (BY HER \I \ - 9 (TYP) / I 0) i / \ 12 //////////////////%// ////%/////////////%✓/////�/////////////// PAVING. GRADING AND 3 / I C) \ / "� DRAINAGE PLAN 7' \ 8 //////////////////If l \ \ \ 6 \ ✓ �/ 1 6 20fil ET 3 tt ; SHEET THESE PLANS: LPROPOSED ��:,> IY CORRECTIC'3 REQUIRED BY 17ML INSPECTORS THAI \ \ \ \ MAY BE NECESSARY IN ORDER B O ; \ COMPLY WITH ALL APPLICABLE COD'S'". o _ o I -- —. —_ T TO L_� PROPOSED LIFT STATION ip \ CONNE t3 F 8" PVC S N. SEWER ®0.60 % SMH-2 \ EXISTIG \ \ FORCE MAIN L.S.-1 o : \ \ \ \ \ FORCE MAIN \\ \ \ 8 236 LF 8" PVC S�N. SEWER ® 0.44 % \ \\ \ \� \\ PARKING G RAG \ \\ \� 24 PAC S \ \ F.F. EL. 10 50 T. \ m - 6" PVC SAN S RVICE \ \ \ \ \ \ '\ w/ o U. V. C.O. "4" REDUCE PRESSURE VALVE m \ \ 2 ME�TEI_ W/ \ W/ POTABLE METER ' \ 2" BA�KF'LOW \ 117 LF 4'PVC W.M. \ PREVENNTER (INSTAL \ CONNECT TO IRRIGATION SYSTEM \ rp \\ OVER WPTERMAIN) . I, 21 G.V. -: I I it 2„ PVC WA R S 4C\ o\ \ JACK BORE{ �F-4_ �.l .M.------f------- ------ -- ----- �D------ — -- 65 LFSINGr \� n \90 F 2' PVC.%�� \ P I--- ----------------- — �p----- in — ---- —*18" 90 BEND 100 LF 8 PVC FIRE MAIN x \�\ REU E MAIN I`\ ' — — — — — — — i POINT OF SE VICE \ \? ,% �5 M\N\ ��!�\'�•�' 10"X8" TEE 8„ G.V. W�4„x2" REDUCER 8 'X4�' TEE \ 40 %// 12%2" TS&V J CK\& BORE. 10'X8" REDUCER / //j \ / / //// 65i IV p., CASI(G / /�j� n; 18%10" TS& \ 10 LF 10 D. P. 6. THE CONTRACTOR SHALL BESIBLE FOR FURNISHING THE WASER DISTRIBUTION NOTES: ENGINEER WITH AN ACCURATE ANNOTATED UTILITY PLAN SHOWING THE 3 1, THE CONTRACTOR SHALL CONSTRUCT ALL WATER MAINS AND 3. INSTALLATIONS AND HYDROSTATIC (PRESSURE AND', LEAKAGE) AS -BUILT IN SUFFICIENT DETAIL TO SHOW THE EXACT LOCATION OF APPURTENANCES IN ACCORDANCE WITH ST. LUCIE COUNTY TESTING OF WATER LINES SHALL BE IN ACCORDANCE WITH ALL MAINS AND SERVICES. THE DRAWING SHALL MEET THE WATER, WASTEWATER AND RECLAIMED WATER TECHNICAL ANSI/AWWA C900 (MANUAL M23) FOR PVC PRESS RE (PIPE, AND C600 REQUIREMENTS OF THE ST. LUCIE COUNTY UTILITIES DEPT. AND FDEP. SPECIFICATIONS AND DESIGN CRITERIA DATED MARCH 2O00, I FOR DUCTILE IRON PIPE. 7. PVC PIPES MUST BEAR NSF LOGO FOR POTABLE WATER USE. AND THE APPROVED PLANS. 2. WATER MAINS SHALL BE PVC OR DIP. PVC (4"-12" ) SHALL 4: ALL WATER MAINS TO HAVE A MINIMUM COVER OF 30" UNLESS 8. THE CONTRACTOR MAY NOT PHYSICALLY CONNECT NEWLY CONSTRUCTED BE DR-18 MANUFACTURED IN COMPLIANCE WITH OTHERWISE NOTED. WATER MAINS TO EXISTING WATER MAINS UNTIL F.D.E.P. "-20" SHALL BE DR-18 IN 5. WATER SUPPLY FACILITIES, INCLUDING MAINS, SHALL BE CLEARANCE HAS BEEN OBTAINED, FLUSHING SHALL NOT TAKE PLACE UNTIL AWWA C900, AND PVC (14 ) AFTER PRESSURE TESTING HAS BEEN SUCCESSFULLY COMPLETED. FILLING OF COMPLIANCE WITH AWWA C905. DIP SHALL BE A MINIMUM INSTALLED, CLEANED, DISINFECTED, AND BACTERIOLOGICALLY NEWLY CONSTRUCTED WATER MAINS SHALL TAKE PLACE THROUGH A 2' 3 PRESSURE CLASS 350, CONFORMING TO THE LATEST CLEARED FOR SERVICE, IN ACCORDANCE WITH THE LATEST JUMPER CONNECTION THAT INCORPORATES STANDARDS OF ANSI/AWWA C150/A21.50 AND SHALL BE APPLICABLE AWWA STANDARDS AND THE STATE OF F ORIDA AN AWWA APPROVED DOUBLE CHECK BACKFLOW PREVENTION DEVICE. CEMENT -MORTAR LINED WITH ASPHALT COATING. DEPARTMENT OF ENVIRONMENTAL PROTECTION RULES, 9. THE CONTRACTOR SHALL NOTIFY SLCU A MINIMUM OF 72 HOURS PRIOR TO „ CONSTRUCTION AND WHEN THE CONNECTION WILL BE MADE TO THE SLCU MAIN. THIS IS TO CERTIFY THAT THIS SITE PL. MEETS THE MINIMUM TECHNICAL REOUIREM,r N OF THE ST. LUCIE COUNTY LAND DEVELC7rrat, CODE. THIS APPROVAL DOES NOT CO N817H CONSTRUCTION AUTHORIZATION UN S7 % ,a SUCH PROVISIONS OF THE PROJECT DEVt MENT APPROVAL HAVE BEEN COMPLIED wf I Id FURTHER IDENTIFI D IN COMMUNITY DEiVELO MENT ORDFROD ca COMMH'NI DEVELOPMENT ADMINISTRATOR pI�LI-1 f V�ciC l w — NSTRUCTjot, PPRoVAL DATE v ,i FOR CO PROPOSED 13 STORY CONDOMINIUM 1978 CCCL F.F. EL. = 11.95 FT. o m - CONNECT TO SUPPLY SIDE OF i I j g,o POTABLE WATER PUMP O) Z 1 .5 -------------- CONNECT TO SUPPLY SIDE O OF FIRE PUMP CONNECT TO FIRE SUPPRESION SYSTEM 9.5 ON DISCHARGE SIDE OF FIRE PUMP AND 10 DOWNSTREAM OF AN APPROVED CHECK /11 VALVE. / 2 13 14 15 J2 13 POOL / 14/ A N D / SPA DECK 5 1988 CCCL FIRE PROTECTION NOTES: e � r'•` 1. t �'Y 1. ALL COMPONENTS OF THE FIRE PROTECTION SYSTEM BEYOND THE POINT OF SERVICE SHALL BE DESIGNED BY THE FIRE SPRINKLER ENGINEER, AND CONSTRUCTED BY THE FIRE SPRINKLER CONTRACTOR. r I T 2. THE SITE COMPONENTS OF THE FIRE PROTECTION SYSTEM SHOWN FOR SITE PERMITTING AND UTILITY COORDINATION ONLY. AT THE TIME OF BUILDING ( W 1 6 2001 PERMITTING APPLICTATION THE FIRE MARSHALL L SHALL REVIEW PLANS AND HYDRAULIC CALCULATIONS PREPARED BY THE FIRE SPRINKLER ENGINEER FOR corer F I, °1 111C II i COMPLIANCE WITH APPLICABLE FIRE PROTECTION CODES. - IJ NORTH SCALE: 1 "=20' 04 Ib N M I_ IM IM � InN M > M M J Y L'- X z W J 10 0 U d u� Z N N v 0 _ n_ I- 0 o � 0 0 5 � � W z >- 0 U 00 U W ll 0'_ Ld >� W Of w 0 0 o M z o� �� V M N <r N N 00 z 4I M 1�—¢ I I, W p rl rm h r W 0�.. z0 zz Q O v v Q� WFT � a < Z* m 0 ma W _� z m w af Z Z_ VJ `NN¢ U' Z m 0) W _ u1 1— _ ZZ UJ Z �Z Z Hal � H m cgi d U) a to •M 0 0 Z N \ w . O THIS DOCUMENT i NOT 0 BE FOR CONSTRUCTION SS SI HERE: DESIGNED: EMF 2/29/2000 DRAWN BY:RR 2/29/2000 CHECKED: APPROVED: ACAD CODE:992000BAS PROJECT NO: 99.200 UTILITY PLAN kaw;_6 SFIEET 6 OF 11 X ACTIVE GOPHER TORTOISE BURROW VI§ION CONDOMINIUM ® INACTIVE GOPHER TORTOISE BURROW Q ABANDONED GOPHER TORTOISE BURROW WALL 00 0 \\ _ ��ANasceeE� R� NTION .: ;�;i4 o \ �f \ bo SITE SION ` \\ \ (DO NOT kOCK� \ LANDSCAP€ \\ \ BUFFER 1 i\RETENTION ` co I \ 5 \ P OPOSEe: �. §gyy L 1,AE X \ Z 7'�I \ hSE NT \ 7 \ e 1 \\ \ 1 IN ACCORDANCE WITH CRITERIA OF SECTION 7.09.04 (B) 1. A 15' LANDSCAPE BUFFER EAST FROM WEST PROPERTY LINE ABUTTING Al A a. 1 TREE PER 30' N b. A HEDGE 30" 1 YEAR AFTER PLANTING v c. BERMS NO GREATER THAN 3:1 SLOPE 0 2. A 10' LANDSCAPE BUFFER NORTH AND SOUTH PROPERTY LINE " a. 1 TREE PER 30' b. A HEDGE 6' HIGH 1 YEAR AFTER PLANTING IN ACCORDANCE WITH CRITERIA OF SECTION 7.09.04 (C) PARKING AREA INTERIOR LANDSCAPING REQUIREMENTS: 1. 1 SF PER 18 SF OF PARKING AND VEHICULAR USE 2. SEPARATE LANDSCAPE AREAS -MIN. 180 SF W/WIDTH OF 10' AND 1 TREE 3. GROUND COVER LESS THAN 3' 4. 2' BUFFER IN FRONT OF PARKING 0 5. ISLANDS 10' X 15''W/1 TREE rn 6. MEDIAN 8' MIN. WIDE W/1 TREE PER 30' 3 7. BACKFLOW PREVENTORS, LANDSCAPE BUFFER AROUND - o PERIMETER SHRUBS 18' TO GROW 4' IN -1 YEAR, _ o rn rn ('J. ITT r� , vr� b I JEGT o S LUCIE ,�� uo �. VILLAGE is - G S 34946�: \ \O7N pO EX\SANG BU\ 1�� yN pUNE CROS �t'��1'�7. Ut.� pCA'Y'.:., \'t)0 O vA O� UAd t 0 t\NG i^n F :s • " Waal +` r 0MOO 2\\A n G \9 \\ \ \ + \ \ sos \ '{,�', 8 1 \I 9' G 13 _� / % M _ `\` \ \ \ \ �\ + \ \ \ \ -� ��1���— `p— r \� Aie ( aerC:aMua y rI y-- rL . . 1—"'•. / I Ito I- <J , \ \ ne, JI I,� \ \ t \) \ A P V I C I N I T Y M \\\\\\\\q3 7 i0 // 0t\ \ \\\\ �' t\\ //--A 1 \\ \ \ �12 t \ `\ \\ \\ \ \ \\ \1 12 13 A \ \\ o \"o\\ \9 EB\ \\ BPLANTER THE SEA \ OMINIUM \ t EEC\SZ\NG BU\\D\NG \ \ 1. ALL EXISTING TREES I AND 'VEGETATION TO BE 3. ALL PLANT MATERIALS SHALL BE FLORIDA #1 PRESERVED SHALL BE'PROTECTED FROM STRUCTURAL GRADE OR BETTER AS DEFINED IN GRADES AND DAMAGE AND ROOT'COMPACTION DURING STANDARDS FOR NURSERY PLANTS., PART 1 AND CONSTRUCTION BY STAKING AND FLAGGING. PART 2, PUBLISHED BY FLORIDA DEPT. OF STAKES SHALL BE MIN. 1" X 1" X 36" SPACED AGRICULTURE AND CONSUMER SERVICES, DIVISION AT MAX. 6' APART AND SECURELY STRUNG OF PLANT INDUSTRY. ALL PLANT SUBSTITUTIONS TOGETHER WITH NYLON TWINE WHICH IS FLAGGED SHALL BE APPROVED BY THE LANDSCAPE AT 3' INTERVALS NTH BRIGHTLY COLORED ARCHITECT OR THE PROJECT ENGINEER. SURVEYORS RIBBON. STAKES SHALL ENCOMPASS TREES AT THE PERIMETER OF THEIR CROWNLINE. 4. UPON FINAL INSPECTION, ANY PLANT THAT THIS BARRIER SHALL NOT BE PENETRATED BY APPEARS TO BE DAMAGED OR IN SHOCK WILL BE MOTORIZED VEHICLESOR USED TO STORE HEAVY REMOVED AND REPLACED WITH A HEALTHY PLANT MATERIALS. OF THE SPECIFIED TYPE AND SIZE. 2. THE CONTRACTORS ALL VERIFY THE LOCATION OF 5. AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM ALL UTILITIES PRIOR TO ANY EXCAVATION AND WILL BE INSTALLED TO SUPPLY ADEQUATE SHALL NOT PLANT NY MATERIALS IN ANY IRRIGATION TO NEW PLANTINGS, INCLUDING SOD, LOCATION THAT WILL INTERFERE WITH EXISTING AS REQUIRED FOR ESTABLISHMENT AND CONTINUED UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE HEALTH. A HOSE BIB SHALL BE PROVIDED FOR FOR DAMAGES CAUSED TO UTILITIES DURING ANY NEW PLANTINGS NOT ADEQUATELY COVERED BY CONSTRUCTION. THE IRRIGATION SYSTEM. THE SYSTEM SHALL MEET THE REQUIREMENTS OF SECTION 7.09.00 (C). \\��+�\ II I oli \ \ \ \\\ \ \+9 \ o STURBEO AREA��^\. i78 CCCLI BY 3EA OATS\Z8"OC \\l \+ \HA DIw\,P6? \ \ \ \+ \ A E%kE \ID E ROSS ,\ ER\ M VATED\� \\1 \ \ +\\\ \ \\\\ \^ 5 WALK 12 \ 10 \\ 1 �\ \ 9 87\ \\ \\ '3 \\ X I \ \ \`\ \ 6 5 4 0 I 1 1 <l-z►,-,-,add. cr a.Wa2F-¢O=O O LL I- ww0lnNtit3w �LLWzz000 ¢ F 0 !'Wo�Zwa Z \ o tttJJJ ir CL <Z'ZF-¢OM Q a_ z WWN ZO 4 Z ul HV>-owo 20pFmz i U- 0>r0>O I . 0 Zj cr uja:Q f=w � Uz0< zUaZ-J O D<0vs>w O�JtnF-j0pW U ~ H w T 0 a- p =tnoca¢¢ d w►-w cr w0 y�wF'.•vz MUF-0Z ► z�trz 0 p 1-2000tn�U.Z THESE PLANS X0 ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THA MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODE SITE PLANTING QCHEDULE LEGEND QTY. BOTANICAL NAME COMMON NAME SIZE � 110 ILEX VOMITORIA YAUPON HOLLY 24"-30" ® 36" O.C. 158 RAPHIOLEPIS INDICA INDIAN HAWTHORN 24"-30" HT., 2' SPR. 103 MYRICA CERIFERA SOUTHERN WAX MERTLE 48" HT., 3' SPR. 13 QUERCUS VIRGINIANA LIVE OAK 12' HT., 2.5" DBH, 5' SPR 32 SABLE PALMETTO CABBAGE PALM 12 HT., 10' CLEAR TRUNK 36 ILEX X ATTENUATA EAST PALATK,A HOLLY 12' HT., 2.5" DBH, 5' SPR. 29 WASHINGTONIA ROBUSTA WASHINGTON PALM 25' HT., 20' CLEAR TRUNK W y 50 LIRIOPE MUSCARI LIRIOPE, LILYTURF 12", 12" O.C. + + + 500 UNIOLA PANICULATA SEA OATS 18" O.C. 12 BURSERA SIMARUBA GUMBO LIMBO 12' HT., 2.5" DBH, 5' SPR SCALE: 1 "=40' H- 0 0 `d z 0 } 0 o w a_ w a > wOf j w Of LLI � Q M 0 Z N M It 0 m r 7)v r M.0) N ,Ifl) N O z 'O I I � DO LLI 5¢ U) oLA r 0) r h z (D _j .... ¢�vv zz_ LLI ¢ czi 3 ¢ x 6 � W m z 6 Q O Z W o NQm cr Ld Ld 'n � Z Z 0 Z V Z¢ OwON W U) r Zo 0 w < �Z Z Lj o U0: Ld DO N N \o (D L' o 0 I11 Z N ow O� d THIS DOCUMENT or DESIGNED: EMF DATE 6/5/2000 DRAWN BY: RR 6/5/2000 CHECKED: APPROVED: ACAD CODE:992000BAS PROJECT NO: 99.200 LANDSCAPE PLAN 16 2U01 L. LlCON'MIe4Ut�iTY DCV<LOPiv` _NT ST LUt IE COUNTY. F( SHEET 10 OF 10 3 a h ly 8" 21' - 4" 1'- 4" 1&,- 9" C4 I \ cl 07P 4 , b� N Al 1 C2 C3 C7 C7 C4 , K oI o r r �. 4:00 , S :rl I TYP. B i B G. 00 fiY C4 c1� h c1 a,. I � I d 3 - = cC' CC Q L I I I 21'-0" I 5.0001 10 C PC 1 7.00,j C3 C7 7,00 PC7 I C3 8 0 I PCs I Co r- QI�C4 CA 7;,., o Q r i , '� S 4" O I °� ,- F3 1 C) 0I O t � 5.0 fi ) u O ~ — — m © A - a C $6,95_• � - M T` SW3 Ss "�__. -_ — __._— — _o I I fi S 001 5 -e o- s -0" 3 4:- I_ @ - � YT C ©�2 v 71 G84O — =3.F30j}O SW4 O O 4 -0" 5'-8" Tlo� 0'-0" - - - t-- 1 m" 5' -all 8' -m - - " 1\-4a" DIA. R. GP.� F3.0 — COLUMN TYR, > 4 PLACES ,t I + pg F6.0 2 i cs 1IS2ii) I i i 20' : 11'-4" L8" i i s 35 I I , ni I I I 1 2�8 3.2 \ a r v^kx 7 't f hA, * T/PILE CAP = 9.95' (NGVD) UNLESS i yx , Ti�. ZH DUL C. F� 501 E,. :� IMENSIONS RE1 - � _ 1 IA .' RKS WIDTH LENGTH DEPTH TOP 5� " _ F'G-4 6'-&" 6'-6 " 30" -1 #5 E,W. 13 --- PG-C6 6'-C " 10'-0" 30" I1 L q _145 S - PC-1 o0'-0" 10'-0" 30" 11-r_3 E.W. 2� _ PC-12 ro a" 20'-h" 30" 746 L - PC-1 &'-6" 31,-0" 30„ 31- 1-#6 L - PC-E 12'-9" 13'-6" 30,, 13- 12#-#6 L PC-S 16'--7 2-l'-&" 30" 2 - 16-#,5 L _ G52 24" 30" 245 #362 4" G54 45" 30" 8-#-i g FTE-1 12" 12" 2_ FTE-2 8" 10" 144 TS-1 24" 16" 345 T6-2 106" 12" 245 r F3.0 3'-0" 31-0" 16" 445 E.W. _ Fro.O 6'-0" l0'-0" 16" -7-{� F.W. �.A5' E.W. = EAGHWAY S = SHORTWAY L = LONGWAY m _ SEE PC DETAILS SHEET 56 STANDARD ACI 90 DEGREE HOOK + 8 N N A� 0 w U m `v o u 1 - w U 4 d N m I I/2" CONCRETE COVER COLUMN - CtPILEGAP OVER COLUMNM TIES \ ' ^ 1 48 BAR DIAMETER LAP f MATCH DOWEL DIAMETER ALL 90 DEGREE HOOKS AND QLANTITY WITH ARE 12" IN PILEGAPS COLUMN, 3CLEAR ' / TOP REINFORCING T P1LE CAP J — (.- w T/PILE B/PILE_ CAPY BOTTOM 14 STANDEE 6 48" E.W. REINFORCING L " TYPICAL FILE -� —" 6" (UN.OJ 3'-6" MINIMUM Y-6' (UNO,) WIDTH X LENGTH - 5EE SECHEDULE I 1 TYPiCAiL F (6.(a5' Oa ELEVATOR) v4RIES, 4:00'-9.95 NGVD T/PILE CAP OR BEAM THESE PLANS X10 ALL PEO QSED WOU ARE SUBJECT TO ANlY � 4^I xvP'. �"'P" mg' w e (4.1a' Q ELEVATOR) REQUIRED By r1:��U k��� rr �(�Q,ISTHAT VARIES_, I.83'-1.18' NGVD_ MR BE NECZ jjf 1 j Q.l"s� T/PILE 4 COMPLY �f ET��L uL b L# COD, 1 14.' NGVD 45' 1 ELEVATOR) CARIES, L50'-1.45 8/PILE CAP OR BEAM 1py ,j (� A3 TIES ra 8" 5i�0 COLUMN MARK CL (4) 14 REBAR VERTICAL PILE CAP MARK PC3 GRADE BEAM MARK G81 (I) 19 REBAR VERTICAL CONCRETE COLUMN FULL LENGTH OF PILE 14' o (1)15VERTICAL (4)14 VERTICAL 13 TIES (1"04) SECTION 1, _ I,_G.. EINFORCED CMU WALL ONCRETE SHEARWALL SW? MU WALL(ALL CELLS GRCu1TD SCUD) UGER CAST PILE p-, PREAD FOOTING F4.0 OF PILE CAP LE ° LEVATION a Q 1 IT, f- O $4 j 1 a tl m w T t 8' ::D 1 VARIES,-10,'/-42D 2' NGV - I I __.. Tn THE ��-ST OF MY KNOWLEDGE. THESE DtSIGN PLANS AND " �aal B/STEEL CAGE S; ' . )NS ARE IN COMPLIANCE WITH THE STANDARDS SED IN SECTION 62B-33 007, FLORIDA ADMINISTRATIVE PEST OF MY KNOWLEDGE, THE MAIN WIND —FORCE I- SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH EI -38.00' NGVD-.. - . 7-88, "MINIMUM DESIGN LOADS FOR BUILDING AND " ,�. C STRUCTURES" SECTION 6, TO WITHSTAND, THE WIND LOADS PILE TIP PLA51J1C "I" IUSHROOM" Z ICIATED WITH A MINIMUM BASIC WIND SPEED _OP. 11'0 MILES f , HOUR. _ ;�F REST OF MY KNOWLEDGE, THE COMPONENT >iD 'RFD - T� 3 STORY STRUCTURE)' .. ,., AND Fi NO LOADS _ LES - 1154) FWF FWF h�l �FWF FWF FWF n(i F'hI11 FWF FWF (4) r— — — — — — — — — — — — -- -- -------------- KRA, - — — — — — — — — — — @ AL 11,95' (NG-VD) 5ALUCUT, TYPICAL \,jF TZGARAGE FI. 5EE DETAIL 5/Si& 41\� C2) _4 A FWF -FWF-F-WFWF ---------------- ---------- ------------- ---------I---------------- • ---------- --------------- \, -----. ---'---- 25-4a0�/ a0" 5,020-8" ------144" a,-O" -------------I ------------------ FWF _FWF r ------ FWF L EWE _j FWF FWF jl ----------------- ------- ---------- - • - - - - - - - - - - - - - - - - - - - - - - - - - - - ICI ND FWF SW3 L • ___. __. -----I i--_-' L EWE ----------- 13 ------- if EWE i EWE IL F b 'IF — ------- -------- j F TEJ rr — --I� — j) -------- Al EWE ............ 41 10 moi -,:VM ---' i Vol/ COL. V a, _OII 10, - 0" to'-o" b 2'-4"1 -2'-0" 2'-0" 21 IN Ab 0 & I I I 1 ad , 2 1'- 4" 1 V- 4" 6 20'- 10" Oil 1 23'-0' 1 20'-10" L 11'-4" 6 A L a . fo 5000 pal scl 1- Ul f� 61 psi COLUMN MARK (C4) C 0 133' (NGVD) ")OF 13th FL. TO (NGVD) ROOF ;2th FL. (NGV0) TO 13th FL. T/12th FIL, 11th PL, (NGVD) TO 12th FL. 10th FL. 70 VD) lith FL, 9th FL. TO Ji FL, 7nth FL. 5th FL. TO 15.08' (NGVD) 9th FL. T/fth rL. Ith i TO 441 OL 6eB3'(NGVr_>) 6th FL T/-Ith FL_ 6th FL. TO (NGVD) Ith FL. \4F T/(oth FL. 5th i TO 51 (NGVD) i 1i T/5th FL. 4th FL, 16"x24" TO 4-n AL 41 (NGVD) 5th FL. Ii T/4thd FL, 3rcl FL. 16" 24" In 16"x24" TO 4 El-n A-\ 31.31, (NGVD) 4th FL. #3616" (2431 1:11, T/3rd FL. 2nd i 16"x24" 4F1"X24" TO 6-15 1040 21.03' (NGVD) 3rd 1 (243011 (2)#34d16" \-F T/2i FL. GARAGE LEVEL V44" I6"X24" 16"x24" 24'x24" i;.e5, 4-M "Iro" 5-111 (2)1 12-MO 41 (2 148 (2,431 1 f ------- TASARAGE 1,L, 12'x96" 24x32" 24"x48" 18*x26" 18"x26 26,x2r-" L AI ( vRE5 NG =L #9 i iro" 8-05 i 1 1240 (243611 15 - iiF� ( 2)#3cf Va" 21 #3012" I 10-11 CMU I 10-11 CMU I D14. VERTICAL 5TEEL REiNFOIiii FOR COLUMIN5 C1, C2, AND C3 ABOVE 2nd AND BELOW 4tr, ,,—ELASTOMERIC SEALANT BACKER ROE) 3/8" Di�,` 445 �rMORTAR FPF �')INT #5 REBAR CELL EACH J�-4! MINIMUM ELASTOMERIC SEALANT (3/8") BACKER ROD (3/8" DIA.) MORTAR FREE JOINT PRE-MANLFACURED 46"(CUTSIDE REW-ORCED CONCRETE PIPE GOLONCRETE #5 REBAR IN GROUT FILLED CELL EACH SIDE OF JOINT. 4-fig vERT. CONSTRUCT MCJ'S @ 4'-8" MAX. SPACING IN FRANGIBLE WALLS AND ADJACENT TO COLUMNS & SHEARWALLS V16 PIPEv. \\\S2 k, VERTICAL DOWEL SymR7" MATCH DOWEL DIAMETER AND QUANTITY WITH COLUMid MP,RK COLUMN. CONCRETE COLUMN 160LATE WITH 301 A5PWALT IMPREGNATED PAPER REINFORCED CMU WALL 5LA5 ON GRADE FRANGIBLE CMIJ WALL 0� CONCRETE SHEARWALL alow"m MASONRY SHEARWALL -FRANGIBLE WALL FOOTING FWF -FRANGIBLE THICKENED FTE TIE COLUMN SLAB EDGE DOWELS TO -70M MAT -THICKENED SLAB TS L -THICKENED EDGE TE WIDTH X LEWSTW 5EE 6ECWEDULE TO THE BEST OF MY KNOWLEDGE, THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STAND' BOTTOM ESTABLISHED IN SECTION 62B-33.007, FLORIDA ADM' REINFORCM CODE. TO THE BEST OF MY KNOWLEDGE, 'TIHE MAIN WIND -F0k,__ N RESISTING SYSTEM HAS BEEN DESIGNEb IN ACCORDANCE WITH AA! IZ ANSI/ASCE 7-88, "MINIMUM DESIGN LOADS FOR BUILDING AND YMLI GROUND FLOOR F L. ifMP', 0 YPICAL SPREAD F 7) T I r` THESE PLANS Pi R STRUCTURES" SECTION 6, TO WITHSTAND THE WIND LOADS mi" ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 MILES VTT I00," "I ,, — I- � I I'll PER HOUR. 17 1 � RZQUIRED BY F" V, TO THE BEST OF MY KNOWLEDGE, THE COMPONENTS AND L4-,DDN,: HAVE BFrN SELECTF�' %NE) THEIR '.iSE INCC': MWEENce 11\1 i _,i7SIGII D SPE' IN ROAN( A', "__ — I 1 -0 1 1 -4" SK" VI ie tl si : 'N" A z" IMF, Y. V) 7 0 cn Ld V) — CD > LLB ch 0 0 cv Lli CIA LLJ V) Lj cy- 2 OF 10 I rh` 0 1.7 3 4.4 1.8 2 3 .6 4 3.7 T 4.3 8° 21 4„ -n �I _�-- - - 23� --- 21'-b" 2 , 4„ — — 8„ I 20'-4" 4^ I I 6' 9" o' '" - - --/� 0 15/I(o, _ 3'-5 I/8° 5 15/16 �» _�" 75' IS_ 6" I 3 5 I/8" fo 0 15/I =<as 4 , p I rs'>u s . 160 �N � - __ �`"„ -. __- ,',7 _._ ._- � 1 __ ,_� •, __ --_ _. ,.)_. _. __ -_.. it __. S" �_. - ,., '"u gg .. ' Y u $5 n, ItI, n i _y. x� 2. t 223 • �.. _- - ti ..-__- — _......-_._._- __. � ' .. _ 9-#4 3-=------� -- -<II�- (5. -- (2�5_- 3-'NA I'�� Z4.5)x ([ - 9_-Ik4 (1.0}- - I '. Cv �--- ----- -- - 0 I @� g� '4, y }� r 0 i x I a 4t- WA i� - ----_-- 944 s 61I 25) (1.0). (5.5) i, . (2.25) 0 Qx ';5-5) (i 'i (S.i .,• �2. �` -- "'-- — f 6_ in. ,ri. 6-H5 1045. � 6 � a TYP.NO ! I — ------ 4 9 e __ ' d j -• �. w. - 6x 545 R;.. . J • 8 ® -: AS 545dl 5 1.0. i , ( (5.5 15.5 < ;s. a: ju 210 i 1 • TJa1#516 " Fri B1 Rl 137 (I v t \ O 3 25 u I VL .\`. 'tim all , -�n 4A _n. . rt�' - v - 2 25%t 3 N U1 VD S" 3'-ID", 6'-8" 5 8" 5' 8" 0' -0" 10' 0° 5 -8"- 5 -8" '- I6� 13' 0" 8"_011 IF v - �� 21 4 IIF- 4^ 3a" CHAMFER _ AT EXPOSED CORNERS 3/4" CHAMFER 12 - BAR I/a" CL. TYP - AT EXPOSED - ---- MF ALL FACES CORNERS 10- BAR ( (343 TIES 6 IS" I ," CL. T �I a L TYP L � --s ALL FACES VERTICAL REINFORCING: _ . I CSEE COLUMN SCHEDULE) q3 TIES 9 12" " a- BAR - I COLUMN C6 ilz„ CL. TYP 24" DIA. &- BAR �I - (243 TIES 6 12"- � 93 TIES 6 12"-' VERTICAL REINFORCING= a CHAMFER - AT EXPOSED VERTICAL REINFORCING - CORNERS COLUMN _CS ( SEE COLUMN SCHEDULE) ----� 1y/2„ CL. TYP ALL FACES COLUMN C7 #3 TIES 0 ib, (SEE COLUMN SCHEDULE) aa- + 3-4" CHAMFER VERTICAL REINFORCING--- AT EXPOSED (SEE COLUMN SCHEDULE) CORNERS It!," MIN. CL �I 3d" CHAMFER-,.` - ALL FACES GROUT ALL FILL�� AT EXPOSED (2)N3 TIES Q 24" (ELLS 5OLI]J CORNER5 2112" CL. TYP_ o: VERTICAL REINFORCINCs ALL FACES (SEE: COLUMN SCHEDULE) VER T ICAL R.. z 3 TIES B 16"— ' (SEE (COLUMN +l VERTICAL REINFORCING - ab. ,,}LUMN C8 (SEE COLUMN SCHEDULE) 3,4" CHAMFER - ---- AT EXPOSED �_' CORNERS ae° COLUMN Ct, C2, C3 211a" MIN. CL, 4 MM � �L ALL FACES I GROUT ALL FILL (243 TIES 4 24 CELLS SOLID VERTICAL REINFORCING (SEE COLUMN SCHEDULE) VERTICAL REINFORCING COLUMN f'4 -E COLUMN 5GHEDULE) COLUMN C9 TYPICAL COL 'V RECTANGULAR CONCRETE COLUMN (ROUND COLUMNS 51MILIAR) TERMINATE COLUMN REINFORCING IN ROOF 131.33 (NGVD) SLAB w/90• HOOK ROOF 1 - SEE PLAN SHEET -- SLAB PENETRA FOR 5LA5 THICKNESS GREATER THAN " WITHIN THIS ARE MUST BE APPRC BY ENGINEER OF RECORD, r At TY ->!, SEE PLAN SHEET x -_FOR SLAB TPICKNE55 1) Y( L 3 nyt y 3 CRITIC x- Q W u TERMINATE S3 CUT-OFF BARS w IN COLUMN ABOVE DL Lq-... s m mp W REINFORCED CONCRE IE ISO = COLUMN oNs1 COLUMN MARK (C1� 21.83' (NGVD) m i - SEE PLAN SHEET T 2nd FL. FOR SLAB THICKNESS CMU WALL (GROUT ALL CELLS SOLID) K CONCRETE SHEARWALL x` ",,-mw Y pS � 7 h� M; (y 0 J 0 a � eJ �.1� � ! jil -j tS. ` 3 x 1 D7 W IL cn d Z W O �0 O o N r l )a COVER TO TIES s 2 " REINFORCED CMU WALL^` se THESE PLANS A r " TYPICAL . P ° ¢ F °CPOSED WOO 81 1 BELOW GARAGE WALL OR BEAM i A. E SUBJECT TO, "' "CFL1A ZCTGDE�S a nR SLAB) BELOW SLAB o z o �• , w RUER�D o N BY �Ec.�.J €,o-�,.- o Q � (Ca'�S THAT � T EXPOSED CONCRETE 0 N � cD MAY Cc NCCEs-�, r 1 ied cRD-rR T® _N Ld N w C0MPLYITHiiLa„PCgD i- POST -TENSIONED REINF.L� 17 - a 10 l= TOP REINFORCINGLLJ lid _•„ .. c� gx 7 C ) �I - _ - = _ � ( BOTTOM REINFORCING W y. » �— �' (NGVD) SHEARHEAD MARK �' Z O 7 Q Or ` PiLE AP _ IL 20''I0" 8" 23'-0" '8" '� 10" -r+�= " Yy 1`'.E m TNr rr- :-SE DESIGN PLANS AND — -- —. _ -- --- - — - _ -- �— f 7ITH THE STANDARDS 132'-5" FLORIDA ADMINISTRATIVE BEST OF MinPi, VVARIESCE I`'NGE SYSTEM7 88HS BEEN' MANIMUM . nl ^!r �OCE RNGWITH I j - - - BOTTOM.. STRUCTURES SECTIO', AND THE WIND LOADS s N .PILE CAP OR ,< _'l\TED WITH A MINIMUM ,?EED OF 110 MILES 1 &tw:>`;'� ..,.T .......... 3 ? t s;......,.... =".0 "" - iou GRADE BEAM TO THE BEST OF MY KNOWLi 4N0 i , ✓EBr SELEC �S E N �a. PICAL �, MIS G .PECIr NO SCALE .� g 3 0 F i 1.7 - i.8(A 4.3 - 8" 21'-4" 4" 21'-ro 2 8 20'-4" 12'-4" (I� i5/16 5 15 o° ,cU A , co_ A _ G O QI N ice'34 xl m-�1 Im- 6-i� r w„ u �5 5) T.5I 5; & 344 CII)-P4 — - l - ---- —� -- ----- —w----------- C7) 2 _ 77 x co i �, 13 61 � c 1 S i I a i � I I 0 t 9-k4 Cif ° 344 _(lU-k4 I ti ` ol IN n m , lipN 1 = 1. ., -..0 5._Cl 8- C1 tp @210 (3.25)do E 8-N5 9 r. D 44 , z 13 x� r u> IF✓(F��^ <; O1 .. C1 r . BOT @ T (25�. (3 5) (25) (� 0S018^ e -- o yJ / T' TtB56 o ...�.L }n V -—___1T� III __ \ I �*, ..1..— • �- It 1 .rnn��;M.kij� 12 25ii; 0 10.25"/f, :ft ++ '7'-2,10, -O" i m8" 21,_2" �2OO 2O" 2 2O" 2I'-4" 11' 4" 2,-I0" 23'-m" [loll20''I0" 21'-4" �tt I 8" UNIFORM DIRECTION OVER BANDED DIRECTION u 18 SPACES 2mt 03" � M3 5TRIRRUP563' (2)114 REBAR TYP. ALL ARMS TOP 4 BOTTOM OMIT 5HIEARI4EAD ARM Q1 SLAB EDG,E5 CONCRETE COLUMN BELOLU • (2,44 TOP 4 BOTTOM t� #3 5TIRRUP 93" *) - • 132'_p,". * 5TH — 13TH FLOOR PLAN SIMILIAR SEE DETAIL 1/S4 FOR FRONT BALCONY CHANGES APPLY 40% C, ATION (SOLUTION) ALKYALKOXY NETRATING CONCRETE / SEALER TO Tc Ls OF EXPOSED REINFORCED C 1 1/2' CONCRETE COVER TO STEEL IN —7 EXPOSED BALCONY SLABS �2 N4 CONTINUOUS AT EDGE- �T EARANGF � -3/4" DRIP CHANNEL ;; PPORT BARS AT 40" TTT yXI W SPACING CL DRIP SUPPORT ALL STEEL IN EXPOSED SLABS WITH PLASTIC CHAIRS r Y� 2'-0" , UD' -O" 5th FLOOR PLAN 6th — 12th FLOOR PLAN, 2' -Or, -610' 0" 10 '-D" ._ Im'-O" 1'-1 2%V_ — 2 O _ 13th FLOOR PLAN TFRONT OALCON"Y FLAN S4 - 1 /8„- L� "GEND RDNr ORCLD CONCRETE COLUMN COLUMN MARK C1 CMU WALOROUT ALL CELLS SOLID. -. CONCRETE SHEARWALL - �n� 3 REINFORCED CMU WALL L= B1 WALL OR BEAM BELOW SLAB EXPOSED CONCRETE - POST -TENSIONED REINF. TOP REINFORCING BOTTOM REINFORCING --m --•-� SHEARHEAD MARK A„'IE SUBJEC ro A',"y CORTI-��100 REQUIRED BY FEase 6, ,o WTO-13 THAT MAY UEREC;"S k"OYfedORDIST® QUIPLY WITH LLL APLCADLE COID1711 TO MY K . THE �p Sp, ^ ICE Wiir _ ES` ' �1 007, FLOR7DA ,` -JNE CC. TO RF MITH 88. AND 'TURF r LOADS KITH ,4 ivIINIMUM U4S,l,, 4Nu ,-EL6 MILES - - !IP,ATED 10 MILES -. v� r n 74_&z 5 �k s o z3 v six � 5: s: 15, i h j ,L q y; w i 3 0 ,j ` W F- w V) z L>} 0 Q 0 ff3 0 Lj r 1� O Z O O © Q N W N U _ N � � U F- w U k� Y' C i OF y I '_U I APIII�d ARD ­wv e"T 'I, oil SYMMEI P,� ABC Ii.) I LILL DRLII'ji 145, jj-, 141-3 -7)r-- Aft" I r7 CONTINU0L15 IN BOND BEAM #5 REBAR VERTICAL 111 STANDARD HOCK W DEG. (46"MAX. 4' 5PACING) cR 6REE1'�,R P1RGTLINTEL 6 DOORS 4 UNDCUJ5 VARIES 1 S5 115 CGNTINUCI — IN BONE) BEAM vkRIE5 ei ro REEAR VERTICAL W/ 5TANDARD �K W DEG. (4&' > 48 EAR DIA_ LAP (2276 2'-0' PARAPET) 2 M CONT. 13133' NGVD T/R00F 2 #4 1 I AT SLAB EDGE AT SLAB EDGE AT r -ON ANTITLIEWVOEURS WALL REINF. CONTINUOU5 INT:) R, SLAB PARAPET ABOvE TYPICAL PARAPET r2 ROOF NC SCALE 2 LAYERS #309" LuaX31 HOIST BEAM BELOW SLAB HORIZ. 4 \/ERT. 2-H5 CONT. ------ vl�Q I At T EDGES `—ro" Tli4iCK SLAB ' #568", E307 BEAK s-7 ELE'VATOR ROOF PLAN 0 M11 TOP OF SLAB = 155.53' (NGVD) SYMBO� AD I REINFORCED CONCRETE COLUMN COLUMN MARK C1 B Ei 0 CMU WALL (GROUT ALL CELLS SOLID) CONCRETE SHEARWALL SW2 REINFORCED CMIJ WALL AND WALL OR BEAM ARE ii SEC.ki, FLORIDA AbIl BELOW SLAB EXPOSED CONCRETE ;F MY HE MAIN A' AREUEJD�A ku POST —TENSIONED REINF. r! LOACIS WITH' pp WIND SPLED ,T ,ADS Ili) MILE MAY ME' iN Glla" il i0t TOP REINFORCING ',E, i" ",!D Gamp Ly WIT"'i fl-2. �rl BOTTOM REINFORCING KIN( SET'AND THE COMPON` THEIR UF ORATED SHEAPHEAD K jD A I`yh�i A MIN-IMLM BASIC WIND C na r - A �5 ly� F I TIE SPACING - SEE FOUNDATION SCHEDULE R SP4CFc, ( F" CMU BOND—� BEAM, 145 CMU RETAINING WALL—' GROUT SOLID fly (IS"x36") VERTICAL 2, -O" APPLY BITUMUNOUS WATERPROOFING TO BLOCKWALLS BELOL CONSTRUCT 3, BETWEEN PILE BLOCK WALL rm IN COORDINATE LOCATION OF W/ELEV. MANUF e T TYPICAL_ GRADE _BEAM PROFILE NO SCALE PILE I _ GB2 SECT NO SCALE TYPI.s 4'-8" MAX �D15CONTINUE BEAM AND FOOTING REINFORCING 2" EACH SIDE OF MCJ'5 ANEIBLE SITE - ELEVATOR PIT UMN C7 %NGIBLE SLAB GRADE I LIB5'_I;e /0.95' 4.45' i S6 CE PILE r'ILE 4'-Q' 0' 2'-0 �., #5 @ 1f-,/ TOP AND BOTTOM ! v n . •. #4 STANDEE r --� 2 @ 48" 3 TIES©24" SEE FOUNDATION PLAN (SHT S1) FOR LOCATION OF PILE BENEATH GB4 NO S F. CAVITY CAPS— '' ''- OFF VERTICAL AT EACI-4 CMU CELL o.=1NFORCING I" BELOW SLAB 1 4 k #4 REBAR IN GROUT FILLED Y CMU CELL. ONE E" EAr SIDE OF MCJ P b %`v 11.95' T1GAR. FIL --1, y #4 REBAR 0 EACH REINFORCED CMU ���/// CELL m (244 CONT. CENTERED • IN FOOTING. LAP #4 REBAR _@ 4". CENTER LAPS BENEATH MCJ'S i r 1' 4,, n' r� r d a Fa u�g i4 i #a .... mm. r C m n.us W:.�'A-.✓i a KIP * 3000 pea CONCRETE SAWCUT SLAB JOINTS Q- ON GRADE. REIN Ii8" LJ ^ u EP. MAKE \ F15ERMESP (IB#/C�) CUT OF PLACING CONCRETE LAB TYR r0 MIL POLYURETHANE ; \�---SAWCUT SLAB INTO VAFOR/MOISTURE BARRIER 25 S.F. (MAX.) SECTIONS I'-9" 1'-9 1'-9' U 4,-g" 4'-9" I f _v, — k IS — �. _ I 0f co @ m 0 � £ r - -I } 6 i I I -/0ll 3'_ I'-6° i'-6° 3'-6° 3'-6" P-6° "k— n �I 0 _ 13#7 �I �I ;3# fi i I , -6" 10 25 i All— { —, h, a SCALE: 1/4" 1'-0" - 0 I > PC-4'--F3 PC-7 GALE: 1/4" = 1'-0" A SCALE: 1/4" = I'-O" SCALE: 1/4" .- SEE TYPICAL STAIR • SECTION FOR REINFORCING �¢ �y TREAD = CL STEMWALL Q ,�'/ � ��i;4 FRANGIBLE SLAB ON GRADE a5'(NGVD) _ T/FRANG. SLA$ �I-- / MIL POLYET LYENE RI2ER 9.95 (NGVD) SCALE: i/4" I'-0" — T/PC-S - #4 REBAR Q EACH �i REINFORCED CMU CELL —545 vERTIG, IN 12"x48" STET -WALL — FRANGIB E SLAB / ON GRADE Q q" SLAB TY04 WIDTH ---BOTTOM REINFORCING SEE SCHEDULE FOR - DIMENSIONS d REINF. rwgp,. �x^x f }uu^ i Ln as It Kl 00 I �I I, �I m m LEI m =I_ , m �n 0 i 2'- I'-4' 2'-1' 9 in PC-18 SCALE: 1/4" = 1'-0" 1HESE PLANS, t d � r ! T,--,, S°,' fit'M��U4J::Grtl 4,dP sti.'al Fr �q.Y L,. i«-. oe.: .A REp�I�p�®UIREp ,D yG` F1' LE-.i II4Ty..;'yp: /L. pyl��pW oe/�G'oag ,,Y iuRW 5F i'i Mai l TO THE BEST OF MY KNOWLEDGE, THESE DESIGN PLANS AND SPECIFICATIONS .ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 626-33.007, FLORIDA ADMINISTRATIVE CODE. T(l - ..: KNOW ': - `'HE MAIN WIND-E �'-'i'E R` S BE[ iED IN ACCORDAI WITH A� 6r'-MINIMU'1 Inc,DS FOR BUI -HID r'I _,UCTURES" SECT 'fSTAND THE :'.ADS A- -D WITH A MINIMUM SPEED OF , p, T( ^cT O' MY PN 1 FtGE 'IAA-r�PONENTS AND C _ _ INCORPO'- - 'RDANCE W@ AI 0 AS C'Aiu) H H rvA�Vi P�e� bA�l„ .J'lu SPEtU A I!J MILLS PEh HOUR.. T RW-R'.ti — a 0 N °k�,cissi >- � LJ , A i w 'I Un GO H_ W d c L O o V) 0 W N Z o G C LJ 0 a) f c� n 4 CONIC. BEAM, TYPICAL 4' FLOOR ANCHOR DEAD '--4L vAfRIE. FOR STAIR 5EX TTP. FL. T/Ist Living Level 7,1 5 05 TOP AND EACH W4- z> DOWEL AT LANDING ALL 3 51E`C U I RED) 5_ Al TYPIC!", AT 16" ,#3 NOSING OF 48 BAR V CORNER BARS BE F— dIIE-TEIRS (Ty-f.,) EINFORCING_ • ­j t7 (L LU r- ANCHOR �GS{fl­'ICE ---�-&TANIDARD HOOK �2" T� F, sir Z, i—OUT TO al _L1j2,r _LOUT TO OUT_jj TIES TIES "j- I, ip� d" 41 T % td d�7_� d- W Im 4 0 "DR BUNDLE TOP BARS a AS SHOWN w '/2 0( 2 AX Sit S SPLICE TOP BARS,=-41RT TIES AX TIE (BUNDLE DOUBLE 0 LL AT MID5PAN Al w 5TANDAR �7LUMN FACE TIES TOGETHER WHERE HOOK& SPECIFIED IN 5M- &CH.' BUNDLE BOTTOM--:d_,,j Q BARS AS SHOWNnl z Lu Ic J 5PLICE 5O J ATCOLUMNS 48 BAR DIA WALL COLUMN OR "d"Y -I- 8 E M TTdrm Ot �iJ ELEVATION I I d�d I -, A r Id— JiN d d, mw.7sLm, a �1 117 .W � d W S7 NOT TO 5� - ----- NT5 2 #4 ONE TOP 4 50TTOIM. _77:55 TWO EXTEND 6" BOTH SIDES OF AT SLAB ED DICULAR ARK BANDED TENDON GROUP. To BANDED TENDONS BEFORE DEAD END ANCHOR C45TI STRESSING BANDED TENDONS. 23' 2 #4 REAR CONTINUOUS 2" CLEAR B1 a" 221/2" I, ALONG ALL SLAB EDGE5 uj w uj < 82 141/2 x1b uj B3 77 4� 04 e V B5 20'/2" II IV Lu Mu L USE PLASTIC 1I A IR6 AT AL RE -USEABLE PLASTIC- �. -1 ALL 2x EDGEFORM B6 22" ADD #3 REBAR HAIRPIN AT BANDED EXF05ED SLABS #4 SUPPORT REBAR I POCKET FORMER, TENDONS 5T4NDARD SUPPORT CHAIR. I PER CABLE, 3/4" PLYWOOD FOR M i B7 24" 5ECURE ANCHOR CASTING TO EDGE FORM WITH TWO GALV. 30d RING SHANK. 7 S7 NT5 (:L COLUMN OR WALL tPANDRAIL POSTS I d­ D Lyl P'L (ALL BEAM CONC. F'c = 4000 F51) �-iNl--," _'INCH REMARKS (DIMINISHED TOP E:.,.-, 701", MIDDLE STIRRUPS STIRRUP DEPTH AS NOTED) (5xil'/2" TIES) 245 _.#F1 #3624" STAIR 4 ELEVATOR 2 45 245 C3fi (5xei/2" TIES) -#r 2 2 #361e, (5x31" TIES) 2 -r7 245 #300" (5XI3" TIES) 2 - #ro 246 #368" (5x1"11/2" TIES) 2 -#& — #3Q87 (5xt9" TIES) 1 247 #3610" C5x21" TIES) _6 02 X SPAN TOP REINFORCING 02 L2 ? 02 x LI 0.2 x Ll 0.2 x L2 CLEARANCE LENGTO 2.; MINIMUM MINIMUM MINIMUM BOTTOM REINFORC;i, EXPr_ STANDARD ....... UNIFORM 7ENDON5_____**' HOCK U.N.O. MILD STEEL REINFORCING OVER BANDED BANDED DIRECTION OvER 2#4 CONT. Sc,`,54 UNIFORM DIRECTION TO BE 2#4 CONT. EDGES Q ALL 5L L I L 2 E"ICTTOM REIN7d TENDONS--- REINFORCING STRAIGHT BAR UNLESS NOTIFIED OTHERWISE `_FRM AT cn d 4 TYPIr. -�L CENT- �7 TERMINATE E0 UNLESS NOTED PROVIDE #5 SUPPORT 5- -_ND Ci­44IR5 TO SUPPORT TOP 7 DL STEEL (@ 40" MAX 5FACIN (T SPAN COLUMN OR WALL HIGHPOINT AT C-L V 5TEPDOWN, SEE ARCH. ILL -UNIFORM TENDONS-- BANDED TENDON~OF SUPPORT LOWPOINT AT POST TENSION //_t-1D5PAN u SLOPE AT BALCONIES AND WALKWAYS (3'/4 CABLE JARCHITECTURAL DR4_1 <a5 4 Lo TENDON LOW POINT I z AT ENDSP41NE) . DISTAL' _ P_ , (O.4i L (0.6-) L _4L) L 3 L 'A' I 11 1 71-1-1 d"Nr 'd— 7 v! STANDARD S&WOOK ------------- SLAB EDGE :ttALTERNATE NOOK DIRECTIONS a TYP. ­Ln. W-1, W VU y-d! P_ _4 ''4' NOOK J< DIRECTION ------ -- --- 7� __3 ro CONTINUOUS E30TTON ................ �r, THE REST QF MY KNOWLEDGE, THESE DSJ(,N PLANS AND t-D cz:) c"51 co 0 0-­ _'Z Ls I ,� 07 'did- dwiI 4p j— d1,AwZ eld IiTd1_1 I'd u it dt IIIIIm f. w, I L.Lj iN� R I ry f, Ii Lv co I-_ LLJ 0- Z L'i C:1 0 o V) — 0 > LJ 0 0 0 Z 0 CD ('A p >Y (N O LJ 0 CV (N u LLJ F— V) < < LLJ ME 11. vmv GENERAL NOTES 01, ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS AND SPECIFICATIONS LISTED. 02, THE GENERAL CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION SHOWN ON THE DRAWINGS. ANY QUESTIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE STARTING CONSTRUCTION. 03, ALL FOUNDATIONS OTHER THAN PILE FOUNDATIONS ARE. TO BE FORMED UPON SOIL WITH A MINIMUM SAFE UNIFORM BEARING CAPACITY OF 2000 P5F 04, IT 15 - - TY OF - ""-R4L CONTRACTOR TO PROVIC 4RIN' ;NDER THESE FOUND) =.- OTEGHNICAL ENGINES _ UATiONS FOR NECESSARY SOIL IMF- : =4CTION- 05 THE :<UCTURE H DESIGNED TO MEET THE LOADING REQWREI' BENTS OF 45CE 92, 'MINIMUM DE51GN LOADS FOR BUILDINGS AND OTHER STRUCTURES." DESIGN SUPERIMPOSED GRAVITY LOADS AREA: LIVE DEAD SLAB ON GRADE 100 P5F 0 PSF LIVING UNIT 40 PSF 20 PSF CORRIDOR 8 UNIT BALCONY 100 PSF 0 PSF ROOF 40 PSF 20 P5F STAIR ` 100 P5F 0 PSF ELEVATOR MACHINE ROOM 150 PSF 0 P51F DESIGN WIND LOAD CRITERIA (METHOD 2) BASIC WIND SPEED 140 MPH ENC ' ?E CLASSIFICATION ENCLOSED Ex' CATEGORY C :5 a CLADDING) C BUILDING HE 'E51GN) 126' WIND. VELOCI :_55URE (R=126') 665 PSF GENE MOTES: MASONRY 01 ALI. .y"'-RUCTION, WORKMANSHIP AND MATERIALS SHALL CC " 0 "SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530 -: 6/TMS 602)." 02. COURSE GROUT (SIZE 8) SHALL BE USED CONFORMING TO THE REQUIREMENTS OF A5TM C416 "STANDARD SPECIFICATIONS FOR GROUT FOR REINFORCED AND NON -REINFORCED MASONRY." _ 03. CONCRETE MASONRY SHALL BE NORMAL WEIGHT, GRADE N, TYPE I OR it, CONFORMING WITH A5TM C90 'STANDARD SPECIFICATIONS FOR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS." 04. THE NET ARE L r ,S;IVE STRENGTH OF MASONRY UNITS (F'm) SHALL BE 2000 i -. PE M OR S MORTAR, 05.. THICKNE55 OF MORTAR BED SHALL NOT EXCEED 5/8'. O6. MASONRY REINFORCING STEEL BARS SHALL BE CONTINUOUS WITH LAP SPLICES OF 48 BAR DIAMETERS (MINIMUM) 01, OPENINGS IN MASONRY WALLS SHALL BE REINFORCED WITH A MINIMUM OF ONE B REBAR ON ALL SIDES AND SHALL BE REINFORCED WITH A PRECAST LINTEL (BEARING 8" ON EACH END) WHERE CAST -IN -PLACE CONCRETE BEAMS ARE NOT INDICATED. 08. ALL MASONRY CELLS ADJACENT TO DOORS, WINDOWS, CORNERS OR ENDS OF WALLS SHALL BE REINFORCED WITH ONE r5 REBAR AND GROUTED SOLID, 09. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL MASONRY STRUCTURAL ELEMENTS ARE ADEQUATELY BRACED TO RE�T WIND, BACKRLLING, SOIL COMPACTION AND OTHER N• e41_ AND CONSTRUCTION FORCES OCCURING DURING Ct� TRUCTION, BRACING SHALL REMAIN IN PLACE UNTIL THE 5T .reTURE 15 COMPLETED. 10 -.RTICAL REINFORCING SHALL BE CONTINUOUS THROUGH ALL ._ WL. BEAMS: 11, --'.30NRY GROUT SHALL BE PROPORTIONED AND PRODUCED TO HAVE A SLUMP BETWEEN 8 AND It INCHES. 12. WHEN GROUT POURS EXCEED 5 FEET IN HEIGHT, PROVIDE A CLEAN -OUT HOLE AT THE BOTTOM CELL: CLEAN THE CELL BY REMOVING .ALL MORTAR, DEBRIS, LOOSE AGGREGATES AND ANY MATERIAL DELETERIOUS TO MASONRY GROU_ INSTALL AND SECURELY TIE THE VERTICAL STEEL REINFOlktENENT TOGETHER. - CLOSE THE OPENING AFTER INSPECTION. 13. ALL WALLS SHALL BE REINFORCED HORIZONTALLY WITH 9 GAGE LADDER TYPE' GALVANIZED JOINT REINFORCING. AT I6' VERTICAL SPACING. JOINT REINFORCING SHALL CONFORM TO ASTM A82. GENERAL NOTES: AUGER -CAST PILES 01, ALL CONSTRUCTION, WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE AMERICAN SOCIETY OF CIVIL ENGINEERS "STANDARD FOR PILE FOUNDATIONS" IM8 02 FINE GROUT 'ZE ' OR 2) SHALL BE USED WITH A MINIMUM OF 5000 P51 CONFORMING TO THE REC,2, C 109 03. FOJ :A"ION , .EN DESIGNED FOR AN INDIVIDUAL PILE BEARING CAPACITY OF 15.0 TONS, UPLIFT CAPACITY OF 1815 TONS AND A LATERAL LOAD OF 5.0 KIP5. 04. AS A MINIMUM, ALL PILES S 14" DIAMETER AUGER CAST, REINFORCED WITH FOUR V7 REE ':'iCALLY AND i3 TIES AT 8' SPACING FOR A DEPTH EXTEND - :_-EET BELOW THE TOP OF PILE. ONE ADDITIONAL n REBAR 5+-, FLACED.THE FULL DEPTH OF THE PILE. 05. ALL REINFORCEMENT SHALL BE ADEQUATELY TIED OR WELDED AND INSTALLED WITH SPACERS TO PREVENT DISTORTION AND MAINTAIN PROPER CONCRETE COVERAGE AND ALIGNMENT. t 06. ALL REINFORCING 57ELL SHALL COMPLY WITH 45TM STANDARD A615-86 GRADE 60. 01, GROUT CONSISTENCY 544ALL BE PROPORTIONED AND PRODUCED TO HAVE A SLUMP OF 8-11 INCI4E5. C8. DRILLING AND GROUT PLACEMENT SHALL BE PERFORMED IN A SMOOTH CONTINUOUS OPERATION. IF THE PLACEMENT OF GROUT 15 INTERUPTED DUE TO A DROP IN PRESSURE, CLOGGED TIP OR SUPPLY LINE, A DELAY IN CONCRETE DELIVERY, OR ANY OTHER REASON, THE AUGER SHALL. BE REDRILLED DOWN A MINIMUM OF 5 FEET PAST THE INTERF PTION POINT AND THE PILE REFORMED. 09, AFTER THE TH^k4Jni .A 24 GAGE, 12" DEEP, 14' DIA_ STEEL SLEEVE SHALL - - I=_ TOP OF THE PILE. THE SLEEVE SHALL BE REM.: THE GRADE BEAM OR PILE CAP. GENERAL NOTES: CONCRETE 01. ALL CONCRETE CONSTRUCTION, WORK SHALL COMPLY WITH THE REQUIREMENT` - "SPECIFICATIONS FOR STRUCTURAL CONCk.`- 02, ALL CONCRETE &WALL BE TYPE I OR II F.. COMPLYING WITH A5TM CI50 AND SHALL HAVE Cl a1VE STRENGTH SHOWN BELOW: PILE -CAPS t GRADE -BEAMS >`% PSI COLUMNS UNLESS NOTED OTHERWISE i0 PSI ELEVATED FLOOR SLABS a BEAMS 00 P51 MASONRY GROUT 3000 P51 SLABS ON GRADE 300CP51 OTHER 3000 P51 03, ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO A5TM 4615, GRADE 60. BARS SHALL BE FREE OF COATINGS THAT WILL REDUCE CONCRETE BOND. 04. ALL CONCRETE REINFORCEMENT SHALL BE DETAIL - FABRICATED, LABELED, SUPPORTED ANCAND SECURED IN PLACE IN ACCORDANCE W' - 'ID DETAILING OF CONCRETE REINFORCEMEN 05. ALL BAR 5PLICE5, DOWELS AND CONCR `:.. COVERAGE SHALL MEET - _-%jIREMENT5 OF ACI 318/31e^-rv" [' LNG CODE AND COMI`1­11 FOR REINFORCED CONCR- 06 C, !N PLACE BEAMS SHALL HAVE CONTINUOUS TOP. AND BOTTOM REINFORCEMENT. LAP SPLICES IN BOTTOM BARS SHALL OCCUR OVER SUPPORTS. TOP BARS SHALL LAP AT MID -SPAN. 01. CONCRETE BEAMS AND SLABS SHALL BE FINISHED LEVEL AND TO THE ELEVATIONS SHOWN ON THE DRAWING5. 05. CALCIUM CHLORIDE SHALL NOT BE USED IN ANY FORM. 09. UNLESS OTHERWI,.- ""TTED. OR=D, 4000 AND 5000 P51 CONCRETE SHALL B4 -+CED TO H. '--._UMP OF 5 INCHES it", AND WITH A MAXIMUM WAl i=MENT RATIO 10. 4EBAR SHOP DRA6oING6 SHALL BE iFD TO THE E^ ,t,EER FOR REVIEW PRIOR TO F' "ION. f °,-T5 OF 'T=•T-"._INDER5 5HALL _ /E57ED F:..`. 50 ' ,..'R LE55 OF CON' _ 4 ANY DAY FOR EAc.H DESIGN Mix_ "3 SHALL BE M_ - .. *5, 14 DAYS, TWO AT 28 DAYS Am 'VE HELD IN RE�5OR SHALL SUBMIT AI_L C :uN MIXES FOR w, BY THE E* . ' 12. THE RECOM %' ALL EXPOS 70N -QETE HAVE - °-')&ION INI- :ONTAINING NITS - ,4 HORIZON' .RING THE CONTRAcrt HALL "IIT THE PROPOSED CORROSION INHIBITOR AND SEALER TO ENG ;_"ZR FOB EVIEW, OR PROVIDE ELASTCMERIC COATINGS FOR ALL EXF05EO SURFACES, GENERA.'_ "" `RUCTURA'_ METAL STUD OL FA� 'N.AND ERECTION SHALL : PERFORMED IN ACCOt<_ . WITH AMERICAN IRON 4Ni hTEEL INSTITUTE (Ai5l) "5Pi "CATIONS FOR THE DE51G COLD FORMIED STEEL STR,. MURAL MEMBERS" LATEST iTION. 02. ALL FRAMING MEMBERS SHALL BE CUT TO FIT SQUARELY. MEMBERS SHALL BE HELD FIRMLY IN PLACE WITH VISE GRIPS OR OTHER CLAMPS UNTIL PROPERLY FASTENED, PREFABRICATING SECTIONS SHALL BE BRACED TO ELIMINATE RACKING. 03. FRAMING MEMBERS SHALL BE CONNECTED WITH WELDS, SCREWS OR BOLTS. WIRE TYING OF FRAMING MEMBERS 15 NOT PERMITTED. 04 C14ANNEL RUNNERS SHALL BE SECURELY FASTENED TO 4 MINIMUM SPACING OF 24'. STUDS _ ._)RELY IN THE CHANNELS WITH THE ATTACHED, ALL SCREW ATTACHMENTS '.iM OF 5/8" FROM ALL EDGES, AND SHALL USE 05. SPLICE. a1D MEMBERS ARE NOT PERMITTED. 06. ALL STUDS LONGER THANE' SHALL BE BRACED LATERALLY WITH ONE ROW OF 1.5" WIDE, IS GAGE, COLD ROLLED CHANNEL BRIDGING AT MID SPAN, 01, FRAMING r r s MAY BE CUT WITH AN OXYACETYLENE TORCH OR, F'F-:-_Y,WITH A RADIAL ARM SAW. THE SAW SHOULD BF WITH A I/8" THICK, 14". DIA. HIGH SPEED BLADE WI'- ,' -0 300 TEETH. 08. WELDED CONNECTIONS OF MEMBERS WITH A THICKNE55 GREATER THAN 22 GAGE SHALL BE SHIELDED METAL ARC WELDS DIRECT CURRENT WELDER OF 200 AMPERE CAPACITY OR AW5 ELECTRODE CLASSIFICATIONS E-6012, E-C6013 AND -;ALL BE. USED. MIG WELDING SHALL BE USED FOR 5E5 LE55 THAN 20 GAGE. r,- STUD SHOP DRAWNGS SHALL BE PREPARED BY THE - ,-TOR AND SUBMITTED TO THE ENGINEER FOR REVIEW. PRIOR TO FABRICATION. -IF GFti,IRAL CONTRACTOR'S SPECIALTY ENGINEER SHALL. BE FOR THE DESIGN OF THE METAL STUD TRUSSES. ED ENGINEER SHALL PREPARE .AND SUBMIT SIGNED ULATION5 4 SHOP DRAWINGS TO THE ENGINEER OF REVIEW PRIOR TO FEABRICATION. THE DELEGATED ..JEER 5HALL St= F' -.KING AND BRACING NECESSARY TO STAND WIND LC 'NED USING ASCE 1-98 AND A BASIC WIND SPEED ,c i` i 11, DESIGN GRAVITY LOADING: 51 "D DEAD LOADS ROOF 15 PSF CHORD SPBF ^_POSED LIVE LOADS TOP CHORD 20PeF BOTTOM CHORD 10P5F NIT T> n v T- N C -.♦NS, -ALL. CC*. ` ,7RUCTURAL CCNCR: - D TENDONS" +AC DING .:'. u =iREMENTS FOR RE INF, *POST-TE,ONING INS- _ GUIDE S`- TEN5ICN'vG MATER14,,t SECTION 31. 02, PRESTRESSING STE .- "&HALL CONFORM TO ASTM A-4I', GRADE 210(- 03. SUPERIMf' .. "TY LOADS:. AREA :E DEAD INTERIOR LIVING -5F 20 P5F BALCONY r' m'SF 0 PSF CORRIDOR _. 0 PSF MAIN ROOF 20 P5F STAIRS COIPSF 0 PSF 04TENDONS SHALL BE FIRMLY SUPPORTED AT :•LED ING FOUR FEET TO PREVENT <'.NG CONCRETE OPERATIONS. ,LNG ANCHORS SHALL BE INSTALLED PERPENDICULAR. TO THE TENDON AXIS. 06. STRESSING ANCHORAGES SHALL BE ATTACHED TO THE BULKHEAD FORMS a"TH BOLTS, RING SHAl ' ",RE-,?r7D POCKET FORMER.-rINGS, THE. CONNECT SUFFICIENTLY -O AVOID ACCCF� _ - _0 CONSTRUCT[,-, OT MINIMUM CONCRETE COVER FOR THE ANCHORAC.: GHALL BE Fix INCHES. 08. POCKET FORMERS USED AT STRESSING END An %RAGE5 SHALL POSITIVELY PRECLUDE INTRUSION OF CONC __ OR CEMENT PASTE INTO THE WEDGE CAVITY DURING CONCRETE PLACEMENT. O9, FIXED END ANCHORAGES SHALL BE INSTALLED ON THE TENDON AT. THE SUPPLIERS PLANT. PRIOR TO SHIPMENT. 10, AFTER INSTALLING THE TENDONS IN. THE FORMS AND PRIOR TO CONCRETE CASTING, THE SHEATHING SHALL BE INSPECTED FOR POSSIBLE DAMAGE. 11- 5TRE551i RAMS AND GAUGES SHALL INDIVIDUALLY BE IDENTIFIED. AND CALIBRATED AGAINST KNOWN STANDARDS A MAXIMUM OF SIX MONTHS PRIOR TO USE. CALIBRATION CERTIFICATES FOR EACH JACK USED SHALL BE AVAILABLE UPON REQUEST. 12. F 'NGATION MEASUREMENTS � ALL BE IM4Ok •STRt - ING LOCATION. MEASURE ONGATICv WIT[- , tl DISCREPANCIES "E Rc c ":..iliH rIE SF ""-LTY ENGINEER AND I 13. ^- I'IG RECORDS SH„ - FILLED OUT DURING THE TEN _ -,_i OPERATION WITti L-OLLOWING DATA RECORDED AS A MINIMUM! * TENDON MARK OR IDENTIFICATION. * REQUIRED ELONGATION. It GAUGE PRESSURE TO ACHIEVE REQUIRED ELONGATION. *. ACTUAL ELONG '_VED. *ACTUAL GAGE - - * DATE OF STRES "`":_RATION. * SIGNATURE OF EBBING OPERATOR * SERIAL OR IDEN I 1-1GATION NUMBER OF JACKING EQUIPMENT. 14, STRESSING RECORDS SHALL BE TURNED OVER TO THE OWNER OR THEIR REPRESENTATIVE FOR VERIFICATION AND 5AFEKEEPING. 15. FE55 TENDON LENGT!-, BALL BE CUT AS SOON AS PO.- -r_",LE AFTER TENDON - -` ONING AND SATISFACTORY CHECK OF ' NDON ELONGATIONS : T 'N LENGTH PROTRUDING BE dD THE WEDGES AFTE•l ..`:HALL BE MAXIMUM 0.15 ^: WHENEVER POSSIBLE, ' 5 TENDON LENGTH SHALL BE - - OUGHLY CLEANED OF AN _LITEROUS MATERIAL AND E�^LtDED IN CONCRETE SLAB. 16. GREASE -FILLED ENCAPSULATION CAPS SHALL BE INSTALLED OVER CUT CABLE EN05 TO F' , - "' Y SEAL CABLE ENDS AGAINST MOISTURE AND CHLOF . E ; _�N. CAPS TO BE PROVIDED BY POST-TEN5ICNING SY5 "ANL'F4CTURER, 11. STRESSING POCKETS SHALL BE FILLED WITH HIGH STRENGTH 5HRINKAGE COMPENSATING GROUT AS SOON AS PRACTICAL AFTER TENDON STRE55ING AND CUTTING. IS- PLANS INDICATE NET EFFECTIVE. PRESTRESS AFTER LOSSES. 19. POS'" "KING SHOP DRAWINGS SHALL BE Pf :J -. AND CEr- 7',Y A 5FECIALTY ENGINEER AND 4 SUBMITTED _ -Ni rr -'ARCHITECT FOR RED FABRICATICr .:. _ THE P. T. DESIGN MU,- J BY THE ENGINEER OF RECORD AND BE SUBMITTED a,f iH .;FFROF'RIATE DOCUMENTATION. A A D 20. POST-TENS(ONING HARDWARE SHALL BE SIGNED AND E SUPPLIED FOR USE IN A CORROSIVE ENVIRONMENT. 21. CONCRETE TESTING FOR P06T-TEN51ONED SLABS SHALL BE PERFORMED IN ACCORDANCE WITH ACI 301SECTION 16.3.4 IERTIGAL REINF, OT SHOWN =ROUT CELL SOLID) 1/2 "m a"x 1" "L." EOLT W/I✓e"x 2" WASHER 2x6 P.T. If2"o x 61f2" WEDGE ANCHOR 111/1/a"x2"41 111A5HER 7 - ~as�STRUCTURAL - .. GEiV��t._ NO S: _ CON5TRUGi ^;, w0*�G7:;NSHIP AND :>HALL ' `""' '... `' WITH THE FOLLOWING CODES AND %415C "(::<,:%E OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BR *4 7:FlGATIONS FOBt DESIGN r �.RICATION AND ✓ �T.,-. ..._.._., ,. ' KING GN '-F R C JRj L FOR BU 4G5" INCL IFNTAR_ r'NTS THERc'- - t:S ISSUE �,-5PECIFIGA� FOG- =:RUCTURAi SITS USING 45TM 4325 a OR .,O BOLTS' *A^' - AN WFLE' ' �OCIE ' =,WS) r :JCTURAL WELDING COL. MAS : a REQUiFOR DELIVERY OF ROLLED STE LATES SHAPES, SHEET PILING AND BARS FOR STRUCTURAL USE 02. ALL WELDING WORK MUST BE PERFOR _.> BY WELDERS WHO HAVE SUCCESSFULLY PASSED AW5 QUALi° ,-,` ON TESTS. 03 , .:- STRUCTURAL STEEL_ SHAPES AND ; -iERS 544ALL CC t=' 11 TO THE FOLLOWING STANDARDS: *S" -`URAL SHAPES, PLATES AND BARS ASTM A 36 WI -IC `'ORMED STEEL TUBING A5TM A. 501 *ANir-:OR BOLTS ASTM A.36 *HIGH -STRENGTH BOLTS 45TM A 325 ELECTRODES FOR WELDING SHALL COMPLY WITH 4WS CODE 04. ALL BOLTED CONNECTIONS SHALL USE 1-325 BOLTS (N OR X). 05, ALL HOLES .INBEAMS AND PLATES 514ALL BE PUNCHED OR DRILLED. DO NOT FLAME CUT OR ENLARGE HOLES BY BURNING. ALL HOLES IN STRUCTURAL STEEL MUST BE SHOWN ON THE SHOP DRAWINGS. 06. BEFORE PAINTING, ALL STRUCTURAL STEEL MUST BE FREE OF RUST, L005E MILL SCALE AND SPATTER, SLAG OR FLUX DEPOSITS. 01, ALL STRUCTURAL STEEL MUST BE COATED WITH L5 MILS OF Pi15T PREVENTIVE PRIMER PAINT. PAINT MAY BE APPLIED AT THE OR IN THE FIELD. ALL SCUFFS AND ABRAI6ION5 SHALL '/E TOUCH UP PAINTING. 08, h:TLD CORRECTIONS TO MAIN STRUCTURAL MEMBERS SHALL BE MADE ONLY WITH THE APPROVAL OF THE ENGINEER 09, CONTRACTOR SHALL SUBMIT TO ENGINEER FOR APPROVAL, SHOP DRAWINGS REVIEWED BY THE GENERAL CONTRACTOR PRIOR TO FABRICATION. 4"f 1.5",22 GAGE GALv. 'B' DECK FASTEN TO TRUSSES W/912 ^ SELF -DRILLING SCREWS 4 12" 6 9�j PRE-ENGINEERED LIGHT GAGE STEEL TRUS5 0 24" SPACING GALV. CLIP L3"x3"xl6 GAGE WITH (4) 1f4" SELF DRILLING SCREWS TO TRUSS AND TO WI2xI4 (0 PER CLIP) AT EA. TRU55 � 48" MAX. k ECT. A Ifs"�I, "L" BOLT OR WEDGE ANCHOR fi 24" VERT. 8 46" HORIZ. (MAX.) � SPACING N Y -.. .,_ as,.woco �. ... ....%.. a �., .r. •- fan" Ah..��s...m.,�.. WISx55 1 � _ 24.95' NGVD D I e ,2 ° II TYP.E� Jfa ' 1 �- 3✓4"xl2"xl'-0' STEEL EMr:�E?`J >='LATE 24"x24" GMU W/(4)3f4"xl3"x3" A3w STEEL ANCHORS COLUMN 6 EMBED PLATE I I P.T. 2x6 INSTALL BOLTS IN CENTER OF GMU PRESSURE TREATED 2x6 .��.«� ..,..� THESE PLAR3 tl:� ' PROPOS71) VIMIK REQUIRED BY R!.Z.� 2S THAT MAY BE NIoCZ 124-3 El a 1DER SO �;�3l�pB�a 4Ff�'T�9,! �' < t P ^ �^a s• rw�Er.Tsl 1 0 r TO THE BEST OF. MY tf -, TILL -ND - -- SPECIFICATIONS ARE IN ... ',110E Wii , - 1 .. ,�.,✓S c ESTABLISHED IN SECTION 6L ":5.007, FLC, ADMINISTRATIVE CODE. - -- - -� TO THE BEST OF MY k' :`•' `.F MAI RESISTING SYSTEM HAS -T IN ;11111-L WITH ANSI/ASCE 7-88, "MIN11, R BUILDING AND OTHER STRUCTURES" S:- THE WIND LOADS ASS_i' IATED WITH A MIMMU1, '. .0 SPEED OF 170 MILES PEA `.I'MR. MY k'. -... .-.r AND '-N ( ORPORr uNs IN .SE WTIN ANSI/AS"_ �iGN LOADS _DINGS AND OTHER - .. TO WITHST WIND LOADS SSOCIA` =SIC WIND OF 110 MILES �RHO.Ii. t ), f-y 0 d irw x,ii t^� q :.tifY k I yt w ., 1 s� a swr �,i t I I � I r i �I w I a- Z o O CD O N t, O z O o N N QO UJ N O _ CD I LD < W J 8 OF i f -�or/-Srd FLOOR z I AIL- 2 1 ,S3' NGvr; 61 T/2nd FLOC z 01 , vOj NGVD T/GARAGE FL. 4,00' NGVD (N) E,OO' NGVD (5) /—f-I L E CAP 1: (90)#408" E.F. (9)#4@12" E.F. (90)#408" E.F. (36)#408" E.F. (33)#508�" E.F. _�(33)#5@8- E F (22 1 )#4010 E,F '100' NGVD (N) 9,95' NGVD (5) T/fPILE CAP 21'-a ll - 1 24'-0" 14'-0" /Roo" i3-T E Im40R!Z-. REINF. IN C-MU KNOCK -OUT COUIR51H CX-OUT COURSE jl FF-aET IN VERY 6-tiN47E IN c-- /:)VE "AL 2nd FLOOR I T/PILECAF _IV VAR!ES A /,-- 3" TIES ALTERNATE Hoc< EtiDa cc D 10"-0" 1 F , _NG7P -ATEAGPLiFT 5 5f- CE 5 6 12' 11-3 l 5 SPACES 6 12" 3 5SF,4CE5 Q 12" (21 v I (6)-#4 VERT.Q12lll--' 14612" 1-4(,"� --,h FL. EA. FACE Y4 FL. FL EA. FACE #4616" HORIZ010th-14th F-L, EA. FACE 15r@IItii FL. �tn FL. 2th-13th FL. !- 1 1 0i '�11-13th FL- E 21, 2 5 SPACES6 12" (13)4965th FL,-' (6)-#4 vERT.012"--" FACE r. FL. Z, (e)-#006th FL. 1/2 EA. FACE FL. (9)4161th48th FL. PL. EA. FACE 5th FLOOR-8th FLOOR EA. FACE I -I SPACES 6 4" 5 5FACE5 0 12" 1*1 SPACES Q 4" -13�� (6)-#4 vEt!2­, z EA, FACE---- -4012" HORIZ. EA. FACE z A FACE EA. r,4r-=- End FLOOR-4th FLOOR IT 5FACE5 0 4" -ill 5 SPACES 0 12" -11, 1-1 5FACF 1 4" -2112- ((�)44 VERT�012", EA. -- M812" I-40RIZ. EA. FA�'�7 Z, E EA. FACE 7 ro GMU SHEARUJALL' (GROUT ALL CELLS SOLID) 9th FLOOR— 13th FLOOR #5 VE";zT'616 F-, CMU 5HEARLIJALLJ' 46 VERTA&", 4th FL. (GROUT ALL CELLS SOLID) 05 VERT,60", 5th-&th FL, #4 HCRIZ.012" CONCRETE POURED #1 VERT05" PC -2nd F-L. SI-41E4RW4]-L #6 VERTRO", 3rcl FL. GROUND End FLOOR THESE PLANS P,7110POSED VIM!' A'e",E SUBJrcTTO A,',",' COP77"CIT03 MQUIRED BY FELD HH'A �ECTC,"M THAT MAY CE iN ORHER TO CWPLYWITHA '-MPU��ZLECODFG, �14 TO THE '<NOVV_E, SPF(-,!: N ComF-ANCE E, ')N1 62B-33.007, FL, T- ;iE MX� lt,i DE, LOAD`, AND C. ION 6, WITH.!r4D LOADS A, '1411 H H V,1%IMUM BAS,-' WIND SPEED 01 !0 MILES TO TH- -T OF ICE, THC TS, ANC CLADPT'WE AND -f) NT-1 ':SIC 'WIND SPEE, F' CMU 5HEARLIJALLJ' 46 VERTA&", 4th FL. (GROUT ALL CELLS SOLID) 05 VERT,60", 5th-&th FL, #4 HCRIZ.012" CONCRETE POURED #1 VERT05" PC -2nd F-L. SI-41E4RW4]-L #6 VERTRO", 3rcl FL. GROUND End FLOOR THESE PLANS P,7110POSED VIM!' A'e",E SUBJrcTTO A,',",' COP77"CIT03 MQUIRED BY FELD HH'A �ECTC,"M THAT MAY CE iN ORHER TO CWPLYWITHA '-MPU��ZLECODFG, �14 TO THE '<NOVV_E, SPF(-,!: N ComF-ANCE E, ')N1 62B-33.007, FL, T- ;iE MX� lt,i DE, LOAD`, AND C. ION 6, WITH.!r4D LOADS A, '1411 H H V,1%IMUM BAS,-' WIND SPEED 01 !0 MILES TO TH- -T OF ICE, THC TS, ANC CLADPT'WE AND -f) NT-1 ':SIC 'WIND SPEE, F' p z✓ zz 0 uu - C� ;F 14m? LLJ D (ri Of CO `� N; 14 0 Li 0 T- c:L o -7 V) < Ly cl- 10 N q I55.53' T/FLOOR L v 14�.03' t T/FLOOR BEAM B5- REFER TO ELEVATOR 1" IANUF. PLANS n L- ELEVATOR-, SHAFT I 6'-a" 18 G II." SLOPE - REINF. GONG. SLAB - - W6x20 STEEL BEAM CCORDINATE LOCATION WITH ELEVATOR 1"IANUF. f ELEVATOR MACHINE ROOM- - COORDINATE OPENINCi5 IN FLOOR SLAB W./ELEVATOR MANUFACTURER - - - -- - - - - ----- BEAM B2-� BEAM 55 61/2" PT. SLAB BEAM 52 END OF 8" - WALL BEAM BEYOND i �155.53' T FLOOR lur �� sl 4o' BEAM 65 NB OS" vERT. 4 HORIZ. CENTER VERTICAL REINF. IN WALL. ALTERNATE SIDES HORIZ. REINF. / SEE TYPICAL STAIR L- OPEN -- SECTION FOR REINFORCING �ELEVATOR SHAFT WALL BEAM (WBU_ ♦j - REINF. GONG. WALL �- - ; v Y f� kd �-- TRASH' CHUTE \OPENINCs I' T/ROOF �r §; - --- - ----------- - 771, i SHEARWALL 5W3 - ---- COLUP'IN C7 TERMINATE i' OUTSIDE FACE vERT. BEAM 82 _ ? _ REINF. W/90 DEGREE 9 MAX. IN SLAB i ' •' { ' S :w `,` r. lip -. Dn O ■ SEC ■ e A .g >.... ,y - -. n �, z . ek 50.0 45.0 - 40.0 35.0 30.0 25.0 20.0 15.0 10.0 0.0 W+ 5.0 " -10.0 -20.0 -25.0 -30.0 35'0 - 9>, 40.0 �r EXISTING GRADE 9.95' - - - - - - - - - - - - - T/PC-5 IN BiPC-5 (P BEAM 82 � SHEARWcc9 ALL SW4 J IO r0..urm7 R c THROUGH BUILL. i SlO, ERODED GRADE PROFILE OBTAINED FROM \/E LOAD Ai PREPARED BY COASTAL TECHNOLOGY CORPORATION DATED SEPTEMBER 7, 2000 I U 50.0 I� I� 45.0 mKNi� 40.0 T/4th FL - 35.0 3 T/3rd FL. 30.0 J I 25.0 1183, � t2 dFL J 20.0 15.0 1195' EXISTING GRADE - - - - - - - - - - - - - - - - - - - - - - - - - - 10.0 r - ERODED GRADE -' 5.0 0.0 5.0 - -10.0 -20.0 -25.0 -30.0 - -35.0 - -38P10' � rn c nra -0Ct -._ " l: �Lv, (G-W) 22 GAGE � y F 55E5 - G^- ,.1NIZED (G-90> <. W NG 6 DESIGN BY G i 12 ,-+CDE. -ASTEN SELF t I-ING ;FWS �� �� ,0d M --1,STEN . 410 5E - iNG /` i' `I SC52tW3 ,1 T`�Vj CONT. 2x8 P.T. WOOD PLATE GONG. BEAN (54) 112"*8"xl" GALV. STEEL 'L' BOLT 6 24"---/ SPACING, USE 2"*xl" GALV. STEEL WASHER TYPICAL PARAPET (SEE 1/55) -� 6112" ROOF SLAB . PRE -CAST HEADER TYPICAL h .:?' i ». ar �^nw�v .a r - �1.5" GALV., (G-90) 22 GAGE METAL ROOF DECK FASTEN TO 7RU55E5 W/#12 SELF DRILLING / SCREWS 0 12". FASTEN GALVANIZED (G-90) STEEL TRUSS SIDE LAPS 0 12" W/RI0 / 61 4'-O". DESIGN BY DELEGATED SELF DRILLING SCREWS / ENGINEER A_ 12 (4) 14UGI4F_$ HGDPL/R, FASTEN TO CONT. 2x8 P.T. 1 / FLAT W/10d NAILS. FASTEN TO TRUSS WOOD PLATE / �'�.� �W/110 SELF DRILLING SCREWS J,2 Z. GALV. STEEL 'L' BOLT 0 24" \5PACING, USE 2"*x'lla GALV, STEEL WASHER Lu �- BOTTOM C14ORD BRACING 18 GAGE PAT CHANNEL SECTION 0 '/4 POINTS `----- 8"xl6" REINF. GONG. BEAM (54) SfA�.A z� �..... 1/2 1'-0 THESE PLANa A, 1E,n���pSpHVGT�4y}EC' - aBYI(lif Ui..dr>.d 2ur vv.,1 MAY a s a yip qq " �, COMPLY TO ,-_ OF MY KNOWLEDGE, THESE DESIGN PLANS AND «r_ , -IUN ' ", r N COMPLIANCE WITH THE STANDARDS - ,HED -i 62B-33.007, FLORIDA ADMINISTRATIVE ;EST -. .EDGE, THE MAIN WEND -FORCE ' S7' DESK En WITH ;E 7- )ESI,5, -',NG AND 6, .: ,, WIND LOAD`. W 77 A Mirk,:, BASIC WIND SPEED OF 110 MILES OF ti ,. NJTS a ... .E BE GN a tv�sae r II y;; 2;.a"m L_1 20 b 11.E J s Lt- ,Yv � U o i k Sk �I y 1 e R 2i i;, 5 ht 8.1 W D Ul LJ d ul 0- L- 0 V� O O LIJ CC`J r \ CV O 0 z O O o o % I cV LLI 4 Qc = cV N IZ U LLJ ,s Y ;./ .... .-. . OPOSED LIFT STATION`! CONTROL PAPiEL 8" x 4 TS&V \ i - L_S.-1 „ PVC FORCE MAIN V.V.-1� x 2'\REDUCER \ \ HOSE BIB \ \ 1" RPZ \\ \ 74 LF �" PVC _DIRE(40NAL BRILL 51 LF e'er ✓ l X IVlSEAR,/ICEI \ \ \ C) \ yam\ REDUCER- ., BSP 11 \ ` \ \ F.H. ASSEMBL' ` \' \ \ \ W/6" G.V. \ \ �\ PROPOSED \ O\ \ 10'ST. LC \ \ \ COUNTY \ UTILI \ O\ ASE 0 :.\ -23 • 4, \\ \ \ \o \ \� v 12"x2" TS&V RETEN TI ffik °a 165 \\ 2" ME\TE�� I' ' 2" RP� (NN` I ALL \\ OVER ATEI'.MAIN) \ \ \2" G.V. JACK `AMU BORE 65 LF 4" GASING 10 F 2" DIP._ \ EU E PAIN �! 18"x10" TS&v__7 \\ \1 WATER DISTRIBUTION NOTES: 1. THE CONTRACTOR SHALL CONSTRUCT ALL WATER MAINS AND APPURTENANCES IN ACCORDANCE WITH ST. LUCIE COUNTY WATER, WASTEWATER AND RECLAIMED WATER TECHNICAL SPECIFICATIONS AND DESIGN CRITERIA DATED MARCH 2O00, AND THE APPROVED PLANS. 2. WATER MAINS SHALL BE PVC OR DIP. PVC (4"-12") SHALL BE DR-18 MANUFACTURED IN COMPLIANCE WITH AWWA C900, AND PVC (14"-20") SHALL BE DR-18 IN COMPLIANCE WITH AWWA C905. DIP SHALL- BE A MINIMUM PRESSURE CLASS 50, CONFORMING TO THE LATEST STANDARDS OF ANSI/AWWA C150/A21.50 AND SHALL BE CEMENT -MORTAR LINED WITH ASPHALT COATING. cv -- -- SM t1 8" PVC SAN. SEWER ®0.60 % I[I�\ � PIR�IN PAC�SA STANDARD WATER/,SEWER SEPARATION STATEMENT H-1 1. SANITARY SEWERS (INCLUDING 236 LF 8" PVC NN. SEWER @ 0.44 PORTE COCHERE \ R�'-- I �- -�- INSTALL PRESSURE PIPES OVER GUVLU-- SEWER MAIN\ 4"x90' BEND 6"x9O' BEND- _ I I 6"x90' BEND — — — — — — — — — — — — — — — i PARKING GA AGE 14S AC F. EL. =1 10.40 F 135 LF 4" WATER IMAIN- 99 LF FIRE MAIN AIM" SM 1 C. - j- 0 a m 104 LF 6" FIR\ N " n n SMH-3 6 PVC SAN\ D VIt I ® 0.66% 8" G.V. -------------------®.--- 8%6" REDUCER--�� {I- - -4 FDC 8"x6" HYDRANT TEE f 1 - - -m 4" G.V. W 6' G.V. F.H. / ASSEMBLY 4" RPZ W/ 3" POTABLE i C. METER CONNECT TO IRRIGATION SYSTEM 117 LF 4"PVC W.M. ( \ I I 5' MIN ' MIN LF 4- .P. W-------F-.--------------------'------ --II 2" -��.----- PVC WA R S- - VICE �- -� ----- { ----------------- - - 0- 188 LF 8" PVC FIRE BEND 8" DDC /MAIN8°x90' TE POINT OF SERVICEE TEE 8" G,V. 111 „ LATERALS AND REUSE WATER LINES), \ FORCE MAINS, AND STORM SEWERS SHOULD CROSS UNDER WATER MAINS WHENEVER POSSIBLE. SANITARY SEWERS, FORCE MAINS AND STORM SEWERS CROSSING WATER MAINS SHALL BE LAID \ TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE WHENEVER \ POSSIBLE. WHERE SANITARY SEWERS; FORCE 'MAINS AND STORM SEWERS MUST CROSS A \ WATER MAIN WITH LESS THAN 18 INCHES VERTICAL DISTANCE, BOTH THE SEWER AND THE WATER MAIN SHALL BE CON- STRUCTED OF DUCTLE IKON PIPE (DIP) AT THE CROSSING (DIP IS NOT REQUIRED \FOR STORM SEWERS). SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAIN- TAINED AT ALL CROSSINGS,. ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS r,RE EQU- �I DISTANT FROM THE PCI[Ir OF CROSSING (PIPES CENTERED ON Ii7l CROSSING). �— WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE WITH LESS THAN 1'8 - 6" PVC SANS Ii RVICE INCHES OF VERTICAL CLF ARANCE, THE ® 0.667 (MIN NEW PIPE SHALL BE CONSTRUCTED OF DIP (EXCEPT STORM SEWERS) AND THE NEW PIPE SHALL BE ARRANGED TO MEET hc, THE CROSSING REQUIREMENTS ABOVE. PROPOSED 13 STORY 2. A MINIMUM 10 FOOT HORIZONTAL CONDOMINIUM SEPARATION SHALL BE MAINTAINED BE- TWEEN ANY TYPE OF SEWER AND WATER MAIN WHEN- F.F. EL. = 11.g5 FT. EVER INPARALLELINSTALLATIONS WHEN- BSP 2 1:1 IN CASES WHERE IT IS NOT POSSIBLE TO CO!- NNECT�TO SUPPLY SIDE OF MAINTAIN A 10 FOOT HORIZONTAL C0 POTABLE WATER PUMP SEPARATION, THE WATER MAIN MUST BE LAID IN A SEPARATE TRENCH OR ON AN CONNECT TO SUPPLY SIDE UNDISTURBED EARTH SHELF LOCATED ON i)F FIRE PUMP ONE SIDE THE STION FORCE MAIN AT SUCH ANN ELEVATION THAT THE CONNECT TO FIRE SUPPRESIO EM BOTTOM OF THE WATER MAIN IS AT LEAST �ON DISCHARGE SIDE OF FIRE PUMP AND 18 INCHES ABOVE THE C._ OF THE SEWER I DOWNSTREAM OF AN APPROVED CHECK WHERE IT IS NOT POSSII'!LE TO MAINTAIN -� cl VALVE. A VERTICAL DISTANCE OF 18 INCHES IN PARALLEL INSTALLATIONS, THE WATER 20 LF 6 D.I.P. FIRE MAIN MAIN SHALL BE CONSTRUCTED OF DIP ANC AND THE SEWER OR THE FORCE MAIN SHALL BE CONSTRUCTED OF DIP (EXCEPT STORM SEWERS) WITH A MINIMUM VERTICAi DISTANCE OF 6 INCHES. THE WATER MAIN SHOULD ALWAYS BE ABOVE THE SEWER. JOINTS OF THE WATELO- CATED AS FAR APART ASI POSS BLESHALLBFROM 2 GATE JOINTS ON THE SEWER OR FORCE MAIN J (STAGGERED JOINTS). / 13 3. ALL DIP SHALL BE CLASS 50 OR HIGHER. ADEQUATE PROTECTIVE MEASURE 14 AGAINST CORROSION SHALL BE USED AS DETERMINED BY THE ENGINEER. 4. pNP MAXIMUM RECLAIMED UWATERALINE�,IANDPDOMEIOF STIC WATER LINES SHALL BE PRACTICED. A Oo �{� �J� MINIFEET! (CENTUM OERZTTOTAL CENTER) PATOR ION OF FIVE THREE FEE' (OUTSIDE TO OUTSIDE), SHALL BE N MAINTAINED BETWEEN RECLAIMED WATER LINES AND EITHER POTABLE WATER MAINS F ' OR SEWAGE COLLECTION LINES. A MINIMUI VERTICAL CLEARANCE OF 18 INCHES MUST BE MAINTAINED BETWEEN RECLAIMED WATE LINES AND POTABLE WATER MAINS OR SEWAGE COLLECTION LINES. AT CROSSING PROVISIONS FAA RULE 62 AND "RECOMMENDED STANDAFDS FOR WATER WORKS" (TEN STATES S(ANDARDS) LATEST EDITION, SHALL APPLY. 8"(X4�' TEE 40' W/4 x2 REDUCER 1983 CCCL JACK & BORE 10 X8 REDUCER 6`i LF 0" CASIjJG0\ 3. INSTAI..I_ATIONS AND HYDROSTATIC (PRESSURE AND LEAKAGE) 7• THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING THE TESTING OF WATER LINES SHALL BE IN ACCORDANCE WITH ENGINEER WITH AN ACCURATE ANNOTATED UTILITY PLAN SHOWING THE ANSI/AWWA C900 (MANUAL M23) FOR PVC PRESSURE PIPE, AND C600 AS -BUILT IN SUFFICIENT DETAIL TO SHOW THE EXACT LOCATION OF FOR DUCTILE IRON PIPE. ALL MAINS AND SERVICES. THE DRAWING SHALL MEET THE 4. ALL WATER MAINS TO HAVE A MINIMUM COVER OF 30 UNLESS REQUIREMENTS OF THE ST. LUCIE COUNTY UTILITIES DEPT. AND FDEP. OTHERWISE NOTED. 8. PVC PIPES MUST BEAR NSF LOGO FOR POTABLE WATER USE. 5. WATER SUPPLY FACILITIES, INCLUDING MAINS, SHALL BE 9. THE CONTRACTOR MAY NOT PHYSICALLY CONNECT NEWLY CONSTRUCTED INSTALLED, CLEANED, DISINFECTED, AND BACTERIOLOGICALLY WATER ER MAINS E HAS EXISBEENTING OBTANEDR MAINS IIFLUSHING IL F.D NOT TAKE PLACE UNTIL CLEARED FOR SERVICE, IN ACCORDANCE WITH THE LATEST CLEAAFTER PRESSURE TESTING HAS BEEN SUCCESSFULLY COMPLETED. FILLING OF APPLICABLE AWWA STANDARDS AND THE STATE OF FLORIDA NEWLY CONSTRUCTED WATER MAINS SHALL TAKE PLACE THROUGH A 2' DEPARTMENT OF ENVIRONMENTAL PROTECTION RULES. JUMPER CONNECTION THAT INCORPORATES AN AWWA APRROVED C}OUBLE 6. PRESSURE TESTING FOR WATER MAINS AND FIRE LINES SHALL BE CHECK BACKFLOW PREVENTION DEVICE CONDUCTED FOR A MINIMUM DURATION OF 2 HOURS AT A MINIMUM 10. THE CONTRACTOR SHALL NOTIFY SLCU A MINIMUM OF 72 HOURS PRIOR TO PRFSSIIRF nF 1.9n PSI CONSTRIICTInN AND WHEN THE CONNECTION WILL_ BE MADE TO THE SLCU MAID FIRE PROTECTION NOTES: 1. ALL COMPONENTS OF THE FIRE PROTECTION SYSTEM BEYOND THE POINT OF SERVICE SHALL BE DESIGNED BY THE FIRE SPRINKLER ENGINEER, AND CONSTRUCTED BY THE FIRE SPRINKLER CONTRACTOR. 2. THE SITE COMPONENTS OF THE FIRE PROTECTION SYSTEM SHOWN FOR SITE PERMITTING AND UTILITY COORDINATION ONLY. AT THE TIME OF BUILDING PERMITTING APPLICTATION THE FIRE MARSHALL SHALL REVIEW PLANS AND HYDRAULIC CALCULATIONS PREPARED BY THE FIRE SPRINKLER ENGINEER FOR COMPLIANCE WITH APPLICABLE FIRE PROTECTION CODES. LUCIE FOR IUST BE KEPT ON JOB ORN INSPECTION WILL BE MADE N0 SCALE: 1"=20' GD N M W I o Lo � rn � M N J Y W Q a o � }¢(0 zInK) � � I M � q � In U X W W Z : N In N = 0) � I i 1 0 0 0 0 ' o at Ad 5 z W Z O Z 2 O >4 n U U Li Of Ld Ili ILA D_ O- IL > > > ^� W W Ld y O y N 0 0 o N W N V7) o N 7 It U7 (D h C, .) '- O 1-.O N N CO z Ld W 5Q vI in r rGO n W I� �..„ O z0 z z Q v v C Z X _ W� 3 ) U M LLJW n YO z _= � <� _ �( W o c3 z ICJ NZ Q Z x W � W =� �m " z W �¢L0 � z I- LL W Z W Z Qw m cD a w _jM U. J o M 0O o QZ N w Oo: THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION JINLESS SIGNED R_ DESIGNED: EMF DATE 2/29/2000 DRAWN BY:RR 2/29/2000 CHECKED: APPROVED: ACAD CODE:992000BAS PROJECT NO: 99.200 UTILITY PLAN C-6 SHEET 6 OF 12 Ji1 WC 3' WC 3' WC 3' wr i V 3, 3, WCf 3' 3 r' WC 3° i i 3 r t L e. 3 i 3' I r FOP 3 LAV SHO r FAR i 4 13 WC i 2' LAV 3 2' K/S { I ' 2 3' AERATOR FITTING TYP AERATOR FITTING TYP ` C 3' 2` 4° Q FAR 3' LAV SHO kr Z�r �3 12 WC 2` 1 LAV 3' �✓ t_I�l 21 z 3' AERATOR FITTING TYP AERATOR FITTING TYP 3' 3' �¢ 4 F\F wr F�Cz LAv SHO 1y WC 2' hLAV K/S 1-1/2' V AERATOR FITTING TYP AERATOR FITTING TYP 3' 2' 3' vR LAV SHO L� T WC Q �� 3 ' 2 K/S I 2" I AERATOR FITTING TYP AERATOR FITTING TYP 13 2' 3' R LAV SHO E� LAN .. WC K/S 2' c 2' AERATOR FITTING TYP AERATOR FITTING 7YP 2' 3' FAR 3' LAV SHO F FZ 6�r WC 2$ LAV 3' 2, P. K/S 3' AERATOR FITTING TYP AERATOR FITTING TYP {, 2 3 3' LAV SHO �F R lar 2 WCC LAV 3 2, 2° K/S 4, 3 2' AERATOR FITTING TYP AERATOR FITTING TYP WC WC 2' 6�Y LAv 6 SH 3, 3, 2 2' K/S 3' 3, AERATOR FITTING TYP AERATOR FITTING TYP 2' 3' LAV 3' SHO �(f WC y�r we T l y LAV AERATOR FITTING TYP 4' R F� LO�r 4° DOUBLE INLI'NE OFFSET 4' 4' �R nor E iERATOR FITTING T:'r' FAR y>Lr 0 n y 0 I a: 0 c 7 s 0 J o Q Z U Z ¢ a L) y > J J S 0- W = z lis..,. a �. ❑ s �1p° i• �t4.E I W I <+Ci I3 la j N C N I c•� UI ml v Oh -� C, N o l- Val, O � O <p Ntn 41r� (� U II' 0 Z � z N a W v o W c, o 0 O � U Y 3' 1' 1 2' rAERATOR K/S3'3AERATOR FITTING TYP FITTING TYP DOUBLE INLINE 2' OFFSET 4' 3' SHO VR v� 4 WC 4� WC C awry �rN LAV 3/ 2, 3' 2''j,K/S y 2, 3' 3• i - — ' AERATOR FITTING TYP AERATOR FITTING _TYP -- - 2, -- 3' LAV - WC IIFAR WC 1 3�d TLAV 3' 3' 2' K/S THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECT]ONS 2` REQUIRED BY FIELD INSPECTORS THAT 3 3' AERATOR FITTING TYP AERATOR FITTING TYP AERATOR FITTING TYP I MAYBENE ALSARYINORL APPLICABLE CODE,COD 2` COMPLY WITH ALL CO ---- 4' R 3' I R CO 3' FAR od E� F I LAV �d K/S CO 2 WC LAV Zed WC a SHO I I r—� 3' 2'r—i 3' 2" 4' DEAERATOR 4 4' DEAERATOR ' DEAERATOR31 34 11 3 m S N7 \`�� 3' •\`�b ` ! BytLD1NG DlVISIOi: PRESSURE REVIEWED r PRESSURE RELIEF LINE FOR COMPLIANCE PRESSURE 72 r U RELIEF LINE 2L� �U ;REVIEWED BY 60 FU RELIEF LINE ##i # DATE �- t -o, PROVIDE CLEAN 4' PLANS AND RM-— FLR OUTS AT BASE 1st f MUST HE KEPT ON JOH OR 1st FLR NO tNSPECTION WILL BE MADE 1st FLR 1st FLR OF ALL STACKS. SOVENT WASTE STACK SOVENT WASTE STACK SOVENT WASTE STACK SOVENT WASTE STACK MASTER BATH UNIT A POWDER ROOM UNIT A BATH 2 UNIT A KLTCHEN UNIT A & B NOT TO SCALE C2 NOT TO SCALE � NOT TO SCALE ` � NOT TO SCALE a Ito/ r Mein Bldg' Drain Pressure Relief Line eratch Waste Line Rro55are ¢ ran• Elev. Regmts. OeA*r Relief L( +IIL I Preswe Relief Line Pressure Min. Eiev. RegmI &. Relief L !1 A % 6,•� �Mfst Comets Admve It0Azontal Centerlfle of Main Bldg. Drain Euilding Grain A n• . �40 V. Euilldtng Groin vp Detail "A —A" Detail "B—B" Detail "A —A" k Horizontal Lenath of Pressure Relief Line SOVENT CONNECTION DETAILS furry rn a .Al c NOT TO xAd.E 1n1 " SE C.I. Aerator Rough —in Dimensions Tite Ruff 3 PRL with *Consult Factory For Penetration Applications It 4"C.I. Deaerator Dimensions Tote nt Bo'f a Sovent Box JI��`vet Mae�io- '� 13.5" with '�46,tl• A ` Pb°str;,�^ I n"'�ej y,�': `* .6 4-5nmt stag Variable Recess rta�� II ea, "I ZR SE Aerator Sizes . . DeA�„Cf� q�� 1 y� 'f �1,, Ip a'` thy m.n<xraatn :. Iyv� � —1 0 tl• rP'• p0 s^ b� CS" Sovent Masts Branches t�1Cec.N�- 9• I Com mIngSOventaStocks 13.5" T 5 *notes Sotmt cdte is allm 27 R max m 4 h. adl brmed4 it fe to Iinded to modmL. use of 3 in. pipe 1.6 QPF told .65" Fixture Distances From Sovent Stack Too view tilt W SCALE �i(iP tilt F. 90 3" 1 4"x3" 1 4" 5' A 10" 10.50" 13" 16" B 13.25" 16.75" 17.75" 20.75" C 19.50 24.75 24.75 30.75" D 6.75" 9.75" 9.75" 12.50" v VariableBAAerator Fitting C I + i _G O iv i1•t Plot Date: 05-14-02 Xref (s): NONE NONE Codd File: 020601-3 Design By: DET Drawn By: KAT Checked By: DET Date Issued: 05-14-02 Scale : AS SHOWN Sheet : 1 Of 3 SOVENT RISERS 1-a ROOF ROOF r - ROOF ROOF 4' VTR 4° VTR 3' VTR 4' VTR i- I 3' VR t q•I LAV F` I I �,R , E 1 wr I �r ' 2 13�r I WC i �3 3"! i LAV 2, LAV ' >2' i ,I - I i WC LAV BATH 2 r,.'' 112 i 3' SINK 1 l3' �' 2° 3 3` AERATOR FITTING TYP 3' FD i f „- -V� 3° 2, SHO e I AERATOR FITTLy� - BATi W/M' a 2' FAR V3' E R 4' rF�ft 4' i ' cr f� WC WC 2�r2, 22 tiLAV ,LAV WC IZ LAV BATH2, SINK ''3' 33° 3' 2''�%� 33° FD W/MI AERATOR FITTING TYP 2' SHO - < BATH - l 4' I l R 4° 2` F�Ez LAV 4' i l f�-, WC ,� kr t tier 1�k 2' I tiL�r WC 3 2" 1 3' 1 LAV 2, LAV 2' 2' LAV BATH 2' WC 2 ' 112 I 3' SINK ti i3' 2' 42• 3 3' AERATOR FITTING TYP 3' FD W/M.I AERATOR FITTING. TYP 3' 2' SHO BATH 4' I —� R R a' 2° FAR LAV 4' 2 { y0 r f� - WC WC - -- - ---- — - - - LAV - 2' LAV - -2- - WC SINK 1 �Ilee 3' LAV BATH 2, 3 -- 3' ' I' 3' 2' V 3' ` AERATOR FITTING TYP 3' FD W/M l AERATOR FITTING TYP 2' ___ SHO BATH 4' a, 1 VR a' 2" V FZ rFITTING F WCWC 9�3•2'3LAV 2, LAV LPI WC 1-1/2' : ' LAV BATH 2° ®3' SINK 13' 233' 3' FD21 Q e t SHO W/Mi AERATOR FITTING TYP2' BATU H 4 ae i I 4' LAV FAR FAR FAR WC �r F ear $fir 2' ; 9�r WC 3' 2' 0 3' j LAV 2, LAV 2' WC 1-1/2' I BATH ,v12 l3 LAV 2° SINK 1 ; 3 2` 3 3' AERATOR FITTING TYP i W/Nl AERATOR FITTING TYP 2. SHO BATH 4' i R 4, 2' lJ LAV Fvg 2' i �kr Fti ; WC WC 21 I�r 3° �r LAV 3' 2, LA 2' i WC 1-1f2' '' LAV BATH 2, 3 SINK C /� J l 3' 2' 3° AERATOR FITTING'TYP i W/MI _ AERATOR FITTING TYP 2. SHO , BA7H 4' i } » 4 2, u LAV R 2, EAR WC WC 2s bxr FvR:., bar Fes` 'C'2' LA 2, 3. - -1 LAV ,, ;`,`_ We - i-1/2 112 i 3' LAV BATH 2' SINK i ti I - - — —L- 3' /l) 2. _ AERATOR FITTING TYP W/MI AERATOR FITTING TYP /2' -SHO 2° BATH 4' l I I: - 4' 2• LAV WC WC r FAR 3' LAV 2, LA 3' 2° I I � SINK .'1 �I2 '3' BATH LAV f I W/ML AERATOR FITTING TYP 4' 3' 2' O 2' 4' I i 2' i R �V FAR WC We 3' 2, aka FAR ; LAV 2' LAV a 13, LAV BATH SINK f I I W/Mi AERATOR FITTING TYP 3' 2, 21 SHO I 2, 4' 2' m d FAR � 4° WC WC 3 LAV 2, 3' I J 2, ' LAV 3' 3° BATH LAV SINK co 3' W/M AERATOR FITTING TYP SHO 2' a. I) CO �d FAR WC WC 3', 2, (CQ 2 LAV BATH r—i AV SINK 3' I LAV SHO 4' DEAERATOR WC ,,3' � 6 0 F U 156 r r- U R PRESSURE RELIEF LINE 1st FLR 1st FLR SANITARY WASTE 'Z:�TA(F SOVENT WASTE STACK LAUNDRY UNIT A 8c B MASTER BATH UNIT B 'g NOT TO SCALE 6 NOT TO SCALE 4 in o eq.Q O e D grata, Pres%re Relief Line 1\Df i R•es a j' '• rev. Regmte. O Relief in L A�%'� (RRLJ �}�� 1 8unklirg Drain >Co CM Detail "A A" 0 �� og Horizontal Lenath of Pressure Relief Line Q N N� hGT i G SAL= •— O r 3e �� Main 614 Drain Pressure Relief LIM l eromh Noete L➢w Min. Elev. Reqmts. Pressure Relief lL T tNst Cameo Above Horliantal A '� "• lb., ca terline of Main 5id9. Drain euiioang Drain Detail "B—B" Detail "A —A" t,•AOfill. 3n'y re irN IT ^ XI A Ir"'^Tl/1 Al r%r•-rA I C' a10' Sovent Waste Branches t1OT TO Ww L Dew I­1Z1 �45 x 4+ 9 WC 2' / 3' AERATOR FITTING TYP BATH LAV R v 3' WC 2 / AERATOR FITTING TYP IlJ/BATH LAV FAR 3' jt a 2" WC 2' 2' 3' AERATOR FITTING TYP: BATH CO 3' FAR LAV V11 WC r-� 3' l 2' 4' DEAERATOR c PRESSURE rR ; 2' 72 r U 4, RELIEF LINE @E BATH ALL 1st FLR SOVENT WASTE STACK BATH 2 UNIT B NOT TO SCALE 3' 3' FD 3' 3' FD 3' 3' FD 3' 3' FD W/— 3' 3' FD 3' 3' FD 4' 4' R her F 4' FAR THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT 4 4�4 MAY BE NECESSARY IN ORDER TO 3�d COMPLY WITH ALL APPLICABLE CODES, FILE COPY Hi CO 3' FD 3 4' S' 24 FU INDIRECT WASTE TO FD ON 1St FLOOR 1st FLR y INDIRECT WASTE TRASH CHUTE DRAINS 8 NOT TO SCALE Tite Rut?f 3"PRL with SE C.I. Aerator Rough —in Dimensions 4"C.I. Deaerator Dimensions * Consult Factory For Penetration Applications Tite—RU'Tf 13.5" Sovent Box with .6 �. somtsma SE Aerator Sizes Variable Recess Tb�„sue �in i s' Dmma mtxD tfl l". 1,6 M T _M J ANDtx Ss»nt crRela albs 2] R mmc ms a 4 CJ" m 4 Lt sal 6rmdi, ft G raanmendeE to madm¢e use m 3 x� Dbe ror t.s GPF m5et Dram � .65" � Fixture Distances From Sovent Stack Too View NOT TO `L i 3" 1 4"x3" 1 4" 5" A 10" 10.50" 13" 16" B 13.25" 16,75" 17.75" 20.75" C 19.50" 24.75 24.75 30.75" D 6.75" 9.75" 9.75" 12.50" „ f L Variable AA B Aerator FlUng C I +_ I I i i 0 I, I V 'A �o m 0 I z trl 0 V J a H Z 2 9 = z_ m m m a a () m U LLJ J = `a M® m > J J m a_ W in Z 0 3 aVl �o a:E 91 x M U r fv a 6�)Z 0� o a:r, 2 N o� ' c . � m .. I W, � U' Z N 9 ' 'o W a W mN s s Z 0 a �Q v 3 a � r � o 00, 0 On � O W > f- o � 0 Fes+ I �5 bli o Cd C 0 U N Pi w Plot Date: 05-14-02 Xref(s): NONE NONE Cadd File: 02060SV-2 Design By: DET Drawn —By: - --_KAT Checked By: DET Date Issued: 05-14-02 Scale : AS SHOWN Sheet : 2 Of : 3 SOVENT RISERS 0 Q