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Home My WebLink AboutSUBMITTED PAPERS5844148436 DCA CODES PAGE e3 y�/13/ 1998 16: 11 ,::i' 28/ 199 :. 99: 52, 9844148436 DCA CODES PAGE 84 ? SCANNE O BY ,b. We County NOTICE OF YOUR OBLIGATIONS TO DESIGN YOUR PROJECT W.(THACCESSIBILITYFEA•TU_RES UNDER THE FEDERAL FAIR HOUMNG ACT If you are involved in building or designing multi -family dwellings (four or'more units in -one building), you should be aware of your obliotions under the Federal Fait Housing Act to include features for persons with disabilitim Although you may have received a batlldini pertait from your local permitting office, this does not mean that yoti havt met the requirements of the Federal Fair Housing Act or any appllrrble state Air houaing yw_ • These obligations are in addition to local building code r=quia=menta. The Federal Fair Housing Act stquires that newly constructed apultl-famw dwellings with four or more units mast lnelude certain faatarea to mett the nods of ' persons wlth•dlsabWd*& Tb=o standards set forth at 42 U.S.C- § 36040t XC:) include the following: Public and common use areas must -be readily accessible to and usable by individuals with disabilities; All doors for passage must be wide enough -to accommodate individuals who use wheckbairs; An accessible route must be provided into and through the dwelling; Light switches, electrical outlets, thermostats, and other similar controls must be. placed in accessible locations; Bathroom walls must be reinforced to permit the•installadon of grab bars; and, Bathrooms and kitchens must contain sufScient floor space to allow individuals in wheelchairs to operate within them. - Bnildera, developers, architects and others involved in the constr+nction•or desigil of multi- 'g family dwelling are required to follow Hasse galdelinm. Studies establish that following' these guidelines or equivalent standards usually adds little.to construction coats. In cop=ast;'the = • • ==. cost of later retrofitting units•andpenalties for violating the law can be very expensive. The Department of Housing and Urban Developilient (HUD) can assist you with • - information on these design mquirement;: Please contact Fair gousing•lnfpiannuon Clearing House; at 1-800-343-3442 (voice) or 1-900-483-2209 (T-lY/I"1'b) for a copy of HUD'sr-Fai; ' Housiae Accessibility Guidelines. For information -on any applicablc"itatc law, contact Gregory" Durden at the FLorida Attorney General's ogee. The telephone number is'(954) 112-36bOr E COUNTY I 3 DIVISION EWER NPLIANCE- VO PERMIT I PT ON JOB OR V WILL BE MADE d GALE INSULATION 3490 OLEANDER ,AVENUE FORT PIERCE, FL 34982 (561)=465=9191 CERTIFICATION OF INSULATION R-11 INSULATION INSTALLED IN GARAGE COMMON WALL R-4.2 INSULATION INSTALLED IN EXTERIOR WALLS R-19 INSULATION INSTALLED IN A/C CEILING AREAS LOT 30 ' 'v;.I f. / / 1 �� l e i• 1 - l l ADDRESS: 8314 RIVERIA WAY BUILDER: KOLTER HOMES DATE OF COMPLETION: 12/01/98 0^0 ATTESTED BY rJL-d-?f STATE OF FLORIDA, COUNTY OF ST. LUCIE, THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS 5 DAY OF 1998, BY RUSSELL SOBCZAK, WHO IS PERSONALLY KNOWN TO ME. aly�0 MMyCoCom�sion EC01 Expkw Jul. 18, 1909 Bonded by HAI F eF ne~0 800J22.1555 PUBLIC: STATE DEC 3 �ggg 7 Phone: FAX: email: TURNER & SMITH ARCHITECTS AND PLANNERS Tuesday, November 25, 1998 St. Lucie.County; Dept. of Community Development Code Compliance Division 2300'Virginia Ave. - Ft. Pierce, FL 34982-5652 To Whom It May Concern: Concerning construction of the 4- plex townhome located at 8314-8320 Riviera Way, Permit 980805 , please consider the following corrections/clarifications to the "permitted construction drawings: 1.2" x 2":wall furring specified on typical wall sections is required o v on interior party seperatfon walls. 1" x 2" wall furring is acceptable in all other areas. 2. 1" x 4" lateral truss bracing at 8 ft. on center is acceptable in lieu of I" x 6" at 6 ft. on center. 3. Concerning elevated party walls between Unit(s) A and C, and B and D, the specified 2-hour, fire rated wall detail is U.L. DESIGN #U301 attached. c.c. Bill Goreschak NOV 25 1998 cclnnMUNRy DEVELOPMENT TURNER & SMITH ARCHITECT AND PLANNERS '•' ST LUCIE COUNTr FL' 2295 CORPORATE BLVD. N.W. EXECUTIVE CT. BOCA RATON FL 33431 Ph. [561] 997-7286 FIRE RESISTANCE DIRECTORY (BXRH) FIRE RESISTANCE RATINGS - ANSI/UL263 (BXUV)—Continued 1. Studs —Nominal 2 by 4 in. spaced 16 in. OC. 2. Wallboard, gypsum --Any Classified For fire resistance 5/8 in. thick wallboard applied horizontally or vertically, with beveled, square or tapered edges. Wallboard attached to studs with 1-5/8 in. long type W bugle head drywall screws spaced vertically 24 in. OC and approximately 3/4 in. from edge of wallboard. 3. Wood particleboard-1/2 in. thick, 4 ft wide, wood particleboard installed vertically and fastened with 60, 2 in. long cement coated nails, 0.0915 in. diameter shank and 1/4 in. diameter heads spaced vertically 6 in. OC. 4. Tie rods —Snap tie rods, 0.225 in. diameter spaced horizontally 16 in. OC and vertically 24 in. OC. S. Perifte concrete —Minimum 5 in. thick of perlite concrete, 4 to 6 cu ft of Perllte Aggregate• to 94 lb of Portland cement. See Perllte Aggregate (CFFX) category for names of manufacturers. *Bearing the UL Classification Marking Design-No.—U301•,ir 'Bea ti, gzWall•Rating=27HR.. Finish Rating-66 Min. 16' O.C. I 16" O.C. I ®O y�1 2s4's firestopped 1. Nailheads—Exposed or covered with joint finisher. 2; Joints —Exposed or covered with fiber tape and joint finisher. As an alternate, nominal 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. 3. Nails-6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam, 1/4 in. diam heads, and 8d cement coated nails 2-3/8 in. long, 0.113 in. shank diam, 9/32 in. diam heads. 4. Wallboard, Gypsum*-5/8 in. thick, two layers applied either horizontally or vertically. Inner layer attached to studs with the 1-7/8 in. nails spaced 6 in. OC. Outer layer attached to studs over inner layer with the 2-3/8 in. long nails spaced 8 in. OC. Verticaljoints located over studs. All joints in face Layers staggered with joints in base layers. Joints of each base layer offset with joints of base layer on opposite side. American Gypsum Co. —Type AG-C or AGX-11. Boral Gypsum Inc. —Type BG-C or DDN3. Canadian Gypsum Company —Type AR, C, IP-Xi, IP-X2, SCX, SHX, WRC, WRX or WSX. Celotex Corp. —Type 1 or FRP. Continental Gypsum Company —Type CG-2, CG-3, CG-3W, CG-3WS, CG5-5, CG-5, CG-5WS, CG6-6, CG9-9, CG-C, CGTC-C. G-P Gypsum Corp. —Types 5, 9, C, DGG, GPFS6. James Hardie Gypsum Inc. —Types Fire X, Max"C". Lafarge Gypsum, A Div. of Lafarge Corp. —Types LGFC6, LGFC-C. National Gypsum Co., Charlotte, NC —Type FSK, FSK-4, FSK-G, FSW, FSW-4 or FSW-G. National Gypsum Co., Riyadh, Saudi Arabia —Type FR or Wit. Pabco Gypsum —Type C, PG-2, PG-3, PG-3W, PG-4, PG-5, PG-5W, PG-5WS, PG-9 or PG-C. Republic Gypsum Co. —Type RG-C. Temple-Inland Forest Products Corp. Type TG-C. Standard Gypsum Corp. —Types SGC, SG-C or SGC-G. United States Gypsum Co. —Type AR, C, IP-X1, IP-X2, SCX, SHX, WRC, WRX or WSX. Westroc Inc. —Type Westroc Fireboard. Yeso Panamericano SA de CV —Type AR, C, IP-XI, IP-X2, SCX, SHX, WRC, WRX or WSX. 4A. Wallboard, Gypsum --(As an alternate to Item 4)—Nom 3/4 in. thick, installed as described in Item 4. Canadian Gypsum Company —Type AR. United States Gypsum Co. —Type AR. Yeso Panamericano SA de CV —Type AR. 5. Molded Plastic' —Not shown, Optional —Solid vinyl siding mechanically secured over the outer layer to framing members in accordance with manufacturers recommended installation details. Alcan Building Products, Div. of Alcan Aluminum Corp. Associated Materials, Inc. Alside Div. of FIRE RESISTANCE DIRECTORY (BXRH) 673 FIRE RESISTANCE RATINGS - ANSI/UL263 (BXUV)—Continued Vycan Building Products, Inc. Vytec Corp. -Bearing the UL Classification Marking Design No. U302 Bearing Wall Rating-2 HR. Finish Rating-59 Min. w Nominal Dimensions IN /;,% n1 1-II Horizontal Section ' 4 .. Top and Bottom of Wall Effectively Firestopped 1. Wallboard, Gypsum--5/8 in. thick, two, layers applied either horizontally or vertically. Inner layer attached to studs with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam and 1/41in. diam heads spaced 8 in. OC. Outer layer attached to studs over inner layer with 8d cement coated nails 2-3/8 in. long, 0.113 in. shank diam and 9/32 in. diam heads, spaced 8 in. OC. Verticatjoints to over studs: Vertical and horizontal joints between inner and outer layers staggered. Outer layer joints covered with fiber tape and compound, nailheads covered with joint compound. As an alternate, nom 3/32 in. thick gypsum veneer Paster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. Wallboard other than 48 in. widegnust be applied horizontally. • American Gypsum Co. —Type AG-C or AGX-31. eoral Gypsum Inc. —Type BG-C, DDDG3, DOG2 or DDN1. Canadian Gypsum Company —Type AR, C, IP-X3, IP-X2, SCX, SHX, WRC or WRX. Celotex Corp. —Type 1, B, C.,. FRY or SF3. Continental Gypsum Company —Types CGS-1, CG-3, CG3-3, CG-5, CG5-5, CG6-6, CG9-9, CG-C, CGTC-C. G-P Gypsum Corp. —Types 5, 9, C, DGG, GPFS3, GPFS6. James Hardie Gypsum Inc. —Types Fire X, Max"C". Lafarge Gypsum, A Div. of Lafarge Corp. —Types LGFC3, LGFC6, LGFC-C. National Gypsum Co., Charlotte, NC —Type FSW, FSW-G, FSK-G. National Gypsum Co., Riyadh, Saudi Arabia —Type FR or WR. Pabco Gypsum —Type C, PG-3, PG-4, PG-5, PG-9 or PG-C. Republic Gypsum Co. —Type RG-1, RG-3, RG-4 or RG-C. Standard Gypsum Corp. —Type SGC, SG-C or SGC-G. Temple-Inland Forest Products Corp. —Type T, VPB-Type T or TG-C. United States Gypsum Co. —Type AR, C, IP-XI, IP-X2, SCX, SHX, WRC or WRX. Yeso Panamericano SA de CV —Type AR, C. IP-X3, IP-X2, SCX, SHX, WRC or WRX. IA. Wallboard, Gypsum --(As an alternate to Item 1)—Nom 3/4 in. thick, installed as described in Item 1. Canadian Gypsum Company —Type AR. United States Gypsum Co. —Type AR. Yeso Panamericano SA de CV —Type AR. . 2. Sheathing-1/2 in. thick exterior gypsum sheathing, 24 in, wide sheets, T8G edges. Min weight of sheets 1800 Ib per 1000 sq ft, min thickness 0.480 in. Attached to studs horizontally with 1-3/4 in. long, 11d, 7('16 in. diam flathead gal, roofing nails spaced 6 in. OC. Vertical jo nts located over studs and staggered between adjacent rows. 3. Corrugated Wall Ties-3/4 in. wide by 6-5/8 in. long, 20 MSG galy steel. Attached to each stud with 2-3/8 in. long 8d cement coated nails, every sixth course of bricks. 4. Clay Face Bricks-2-1/4 by 3-3/4 by 8 in. with cored holes, laid in full bed of mortar 3/8 to 1/2 in. thick consisting of three parts of clean sharp sand to one part of portland cement (proportioned by vol) and 15 percent hydrated time (by cement vol). 'Bearing the UL Classification Marking LOOK FOR MARK ON PRODUCT 'I REQUEST FOR-30 DAY TEMPORARY POWER RELEASE DATE: 12--f;Q-qg PERMIT NUMBER: PROPERTY ADDRESS: St. Lucie County Comm. Devel. Dept. Code Compliance Division 2300 Virginia Avenue Fort Pierce, FL 34982-5652 Ph. (561) 462- 2165 Fax (561) 462-1735 THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOTTO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARA- TION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THIS REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power release is requested for the above stated purpose only, and there will be no occupancy of any type, other than that permitted by construction during this time period. 2. As witness by our signatures, we hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy, which is incorporated herein by reference. 3. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for Testing" have been fulfilled and the premises Is ready for compliance inspection. We hereby release and agree to hold harmless, St. Lucie County, and their employees from all liabilities and claims of any type or nature which may arise now or in the future out of this transaction, including any damages which may be incurred due to the disconnection of electrical power in the event of violation of this agreement. DEC 3 01998 COMMUNITY DEVELOPMEI Lennox Objective Guide to 3Enstallation Comparison Nisair Airconditionin9 Inc,. 1501 Decker Ave D-404 Stuart, F1r 1-407-283-0 ':y1 08/24/98 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 1 KOLTER TOWNHOMES MOOEL#A PREPARED FOR: KOLTER HOMES PREPARED BY: PHILIP NISA JR FILE TITLE: KOLTA DESIGN TEMPERATURES (DEGREES F) 41INTER INSIDE 68 WINTER OUTSIDE 45 SUI1MER INSIDE 75 SUMMER OUTSIDE 91 DAILY TEMPERATURE RANGE INDICATOR M DESIGN GRAINS RELATIVE HUMIDITY 41 DEGREES NORTH LATITUDE 27 SUMMER AIR CHANGES PER HOUR 0.4 WINTER AIR CHANGES PER HOUR 0-7 AREA BTUH BTUH SO FT LOSS GAIN ROOM - 1 WHOLEHOUSE IN ZONE 1 48 X 31 _ WALL 148 8 INCH BLOCK R-5 INSUL 1,526 5,053 2,702 OVERHANG i.0 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING-W 40 1,063 2,352 TINT -TINTED SHADING -DRAPES HALF DRAWN SHADING COEFFICIENT = 1 REVEAL = 1.4 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING-E 75 1,992 4,334 TINT -•TINTED SHADING -DRAPES HALF DRAWN SHADING COEFFICIENT = 1 REVEAL = 1.4 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING-S 100 2,657 1,880 TINT -TINTED SHADING -DRAPES HALF DRAWN SHADING COEFFICIENT = 1 REVEAL = 1.4 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING-N 40 1,063 752 TINT -TINTED SHADING -DRAPES HALF DRAWN SHADING COEFFICIENT = 1 REVEAL = 1.4 . DOOR IOD SOLID CORE .' 24 254 136 CEILING 160 DARK R-19 INSULATION 1,488 1,814 3,15.5 FLOOR 22A NO EDGE INSULATION 192 3,577 0 WINTER INFILTRATION 164 CFM 4,137 SUMMER INFILTRATION 93 CFM SENSIBLE GAIN'i 1,644 LATENT GAIN 2,605 1, MECHANICAL VENTILATION 50-0 CFM 1,265 880 PEOPLE 4 SENSIBLE GAIN 1200 LATENT GAIN 920 L 08/24/98 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 2 KOLTER TOWNHOMES MODEL#A AREA BTUH BTUH SO FT LOSS GAIN APPLIANCES 1200 DUCT LOSS MULT=.20 GAIN MULT=.20 4.575 4,047 TOTAL FOR ROOM 1 13,987 CU FT 1,438 ----- ----- SENSIBLE 27,449 24,282 LATENT 4,919 L STRUCTURE TOTALS 13,987 CU FT 1,488 SENSIBLE 27,449 24,282 LATENT 4,919 L ------------------------------------------------------------ MINIMUM Cooling Capacity needed is 29,20.1 btu at 91 degrees outside and 75 degrees inside Maximum desired Sensible Cooling Capacity is 27,924 btu (i15% of Sensible Load) ------------------------------------------------------------ - -------------------------------------------------------------------------- ******************************** Version 92.10 * This Heating and Cooling Load Computation was produced using the procedures * and tables of the Air Conditioning Contractors of America's Manual J, * Seventh Edition. The accuracy of the calculated loads depends upon the M * accuracy of the data used and the accuracy of the Manual J load calculation * procedures for the given conditions. No warranty, either expressed or * implied, is given by Lennox Industries Inc.. with respect to the accuracy * * and/or sufficiency of the information provided by this report. ( ST. LUdIE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 2300 VIRGIN;tAVENUE FT. PIER6C FL. 34982-5652 . 561462 1553 DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE TOLJk)HOM E3 This Certification is to be completed by the project design architect or engineer. This Certification r)rust 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 shall 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 'r'►-4E 21;S.�Rv >71 ✓ OFFICE USE ONLY ' STREET ADDRESS MOiJG Qm.j a i-.S PR NUMBER ' 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 aoproorite box) 1. BUILDING CODE EDITION USED (YEAR) 4960 SBCCI ASCE 7.86 ; OTHER (SPECIFY) 2. BUILDING DESIGN IS (CHECK ONE) ENCLOSED kf ' PARTIALLY ENCLOSED OPEN BUILDING 3. BUILDING HEIGHT: 2. -7 FT 4. WIND SPEED -USED IN BUILDING DESIGN: .I MPH 6. WIND EXPOSURE CLASSIFICATION (REFER TO EXPOSURE TABLES IN BUILDING CODE IDENTIFIEb IN LINE •I): -TA AI DAR'I� 6. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 7. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 6. IMPORTANCE/USE FACTOR (OBTAIN FROM BuaDING CODE): 1. n 9. LOADS: FLOOR ./0 PSF ROOF/DEAD: " � 'S PSF 10. WERE SHEAR WALLS CONSIDERED FOR'STRUCTURE (CHECK ONE) YES r explaination) 11. IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YES NO— explaination) 12. ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK ONE) YES ✓ explaination) 13. MINIMUM SOIL BEARING PRESSURE: 25_00 - PSF PSF 3 "7 PSF ROOFILIVE: S S" PSF NO— If NO, why? (attach If NO, why? (attach NO _, If NO, why? (attach AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION IN WITH THIS TIF TION IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. ' NAME: 1Z• QU l hl n Ti IZKEV— CERTIFICATION NO: k — AUG 12 1998 E DESIGN FIRM: DATE: SLCCDV FORM NO: 030-00 I.TURNER / SMIT14 & ASSOCIATES ____I A R C 1-1 1 T E C T S & P L A N N E R S 1 %7 A", i mil" tb rA r i !-i I fob Opp e7� COL- &//&.) t9 6 ' 2295 Corporate Blvd. N.W. Executive Court 1 Suite 117 Boca Raton Florida 33431 Phone (561) 997-7286 Fax (561) 997-5721 TURNER / SMITH A R C H I T E C T S 2Vat1w,1 1161 F2 41 4 Eel MIN �.• I & ASSOCIATES & P L A N N E R S CO2,'l� q b L ' 2295 Corporate Blvd. N.W. Executive Court 1 Suite 117 Boca Raton Florida 33431 Phone (561) 997-7286 Fax (561) 997-5721 TURNER / SMITH '"]a A R C H I T E C T S �.• & ASSOCIATES & P L A N N E R S �14f All yr-� r PwHP1HC=o Ev-, R11�71 0 a (EL 8e23eq b J ' 2295 Corporate Blvd. N.W. Executive Court 1 Suite 117 Boca Raton Florida 33431 Phone (561) 997-7266 Fax (561) 997-5721 -- TURNER / SMITH T - ___� A R C II I T F C T S - -• FIT & ASSOCIATES & P L A N N E It S g ,`L`3c`1a ' 2295 Corporate Blvd. N.W. Executive Court 1 Suite 117 Boca Raton Florida 33431 Phone (561) 997-7286 Fax (561) 997-5721 • � y Yepp5FICIEYfOMRtyy UAIS DE FO r: SsscENERGf5NCCOMUnTLDNGCONSTRUCTIONFLURIDA FORM 60OA-93 Residential,Campbnest Prjscr.iptive Method A r_f=NTRAI PROJECT NAME: KOLTER HOMES ;BUILDER: �'FERRITER CONSTRUCTION AND ADDRESS: TOWNHOMES MODEL #A ;PERMITTI(�,„;' PORI' 5T LUICE FL 349;OFFICE: :CLIMATE OWNER: :ZONE: ,PERMIT NO. ;JURISDICTION NO. 1. New construction or addition New 2. Single family detached or Multifamily attached 2. Multi-Familytion 3. If Multifamily -No. of units 3 O 4. If Multifamily, is [his a worst case (yes/no) 4. No S. Conditioned 1.lour area (sq,ft.) S. 1488.00 6. Predominant eave overhang (ft.) 6. 1.00 7. Porch overhan" )engLh (tt.) 7. 13.00 S. Glass area and type: r.)(1 Lk a. Clear Glass Single Pane Double pang. b. Tint, filmor solar screen 8a. O.Osgft O.00sgft 8b.256.0sgft o.0osgfr_ 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a,R= 0.00 , 192.00 ft 10.Net Wall type area and insulation: a. Exterior: I. Concrete (Insulation R-value) 10a-1 R= 4.20, 1232.00sgft_____ a. Adjacent: 2. Wood frame (Insulation R-value) 10a-2 10=11.00, 304.00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) 11a.R=19.00 , 1580.00sgft 12.Air distribution systems - a. Ducts (Insulation + Location) 12a. R= 6.SO uncond 13.Cooling system 13. Type: Central A/C 14.Heating System: 15.Hot water system 16.Hot Water Credits: (HR-Heat Recovery, DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 18.HVAC Credits (OF --Ceiling Fan, CV -Cross vent HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 Points) a. Total&As-_Built points b. Total Base Points ------------r-- SEER: 10.00 14. Type: Heat Pump HSPF: 7.00 15, Type: Electric F_F: 0.90 16, 17. - 2 18. 19. 88.08 19a. 2401S.72 ---- 19b. 27266.02 --- I Hereby certify that the plans and ; Review of the plans and specifications specifications covered by this calcu- ; covered by this calculation indicates lation are in coniFliance th the compliance with the Florida Energy Florida Energy Cot=.- Code,. Before construction is completed PREPARED BY: _ this building will be inspected inr DATE: compliance in accordance with Secri.-,r, 553.908 F.S. I hereby certify Cnal. this building is in compliance with the Florida Energy Code. OWNER/AGENT:__-__ DATE: BUILDING OFFICIAL: --- --- ---- - ---- - ' DATE: -- - -- r- 1 SUMMER,CALCULATIONS'' • .JS.JI.. wY ..SL. Jv-�y..,•y..v4i uL. w,na. .Y LL Y ('.L/.,y} *:K .Y. WL a.Y. 'Y 'y.Y `{'y {'.,yy iy'"y+.WY.J(r`}'JW.Jy..4y.YY..V.•-:Y.4Y.Y•.-,L.-J-.L'.Y.Y .Y.y J..y Y.4Y Y.Y J•. Y J.. .L TTTT-l•1•T•�T T.�T-'K-'Y-*.�: •KTT:KTX• == BASE __= -X TTT•�-X•TTT�T TT�K R.��T• TTTTT-T•T TTTTTTTTTTTTTTTTTTTTTTT-%*-'K-Y---Y-T i =n' A'S BUILT = _ zz ORiE r,.,. A^ '_ ORIEf� AREA z BSPM PONT .. .�.,•..-.. ., nrnr r.,l .n TYPE SC, 0 IEN. AREA x SPM X SOF = �-_r POINTS N 40:00 82.2 3288 0 i SGL TINT 40:0 51.5 :72 1481.2 E •72:00 82.2 5918:4 ; SGL TINT E 72.0 107:1 :58 4457.2 S 104:00 82.2 8548.8 ; SGL TINT' "S 40.0 98:3 :45' 1761.E SGL Ti�1T S 64.0 98.3 :92 ' & 5766.9 .. fn% i:n W 40:00 82:2 - n 3288:0 tiro ' pr, ; SGL- TINT;•. W .` 40.b 107.1 :26 1113.8 :15 x COND FLOOR / TOTAC GLASS = ADJ: x. GLASS = AbJ GLASS GLASS AREA AREA FACTO POINTS• POINTS POINTS :15 1,�d88,00 256:00 S72 H',6'4 20 18,347'04 14;580.80 -.-- _ . . NON GLASS ------------- - '.... "AREA x B�PNI POINTS _. __ y Vr ` :, , .TYPE R=VALUE AREA x_ .SPH _.._.._ __.___ POINTS -- 423 .,, Ext, 2:0 1.0 1232.0 �,:m.. nr•1, ; Ek,t N�porrtI4ltG�ock 3n 4.2 1232:0 1:16 1429.1 ABy, 304:0 .7 212.8 A8j WOnO� Frgme 11:0 304:0 .76 212.8 DOORS----,- �---------- ' Ext •24.0 4.8 .. 115:2 i r•'y. 1` n, r�r r i• .-, , Ext Wt�'bocr^�i 24:0 7:20 172:8 AdJ. 18:0 1.6 • -: 28:8 i.?aJ WOOa'- 18:0 2:40 i.. 43:2. CEILINGS--=--------- UA 1`488tf0 .6 892:8 ; iJnder Att1c 19:0 1580:0 1.10 1738:0 '. FLOORS-------------- i �_ Slb `192:0 -39..8 ... �, -6105:6 , Ali i,'•.- r• r., �a ; 51ab=obi-GraBe :0 192:0 -31:90 -6124.8 INFILTRATION--------= ;'n " 1488:0 10:9 162"19:2 "8 ,• Practice #2 1488 -0 10.9 16219.2 T� TOTAL• SUMMER POINTB . 30,542.24 r 28,271.12 ----- -- -_ vcc. -------- i--- •._!• p,______. r, •r n 'Y TOTAL SYS9'EM- = 1 COOLING ---------------:--..- f I"'T TOTALI xkC Pf DUCE x SYSTEM x'CREDIT = t COOLING rx' Sb'H PfS MULT POINTS ; CONPON RATIO 'MULT MOLT MULT POINTS - 30;942:24 37 ]1;448'63 ' 28 271.12 1'Ob.1`863 .340 1:800 10,216.38 WINTER CALCULATIONS -_= BASE ___= i ;._= AS -BUILT GLASS ----------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS ----- --------------------------- N 40:00 -t. ---4 --7----------------------------------------- -136.0 i SGL TINT N 40.0 9.6 1.18 4S3.4 E 72.00 -3.4 -244.8 ; SGL TINT E. 72.0 -2.0 -1.50 215.7 s 104.00 3.4 -�-53.6 1 SGL TINT 5 40.0 -10.2 .12 -49.5 SGL TINT S 64.0 -10.2 .95 -622.6 W 40.00 -3.4 -136.0 1 SGL TINT W 40.0 -2.0 -5.04 403.2 -------------------------------------------------------------------- x CO NO. FLOOD: / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS i GLASS .15 AREA FRCA, FACTOR POINTS POINTS ; --- POINTS ------------------------------------------------------------- 15 1,488.00 2-r,6.00 .872-870.40-758.88 i 400.18 NON GLASS ------------ AREA x 8b.1M = POINTS ' TYPE R-VALUE AREA x WPM POINTS ------------------------------------------------------------------------------- WALLS----------------- I I Ext 1232.0 1.1 1^55.2 1 Ext NormWtBlock In 4.2 1232.0 3.26 4016.3 Adj 304.0 t.8 `-47.2 ; Adj Wood Frame 11.0 304.0 1.80 547.2 DOORS ------- - Ext 24.0 S.1 22.4 Adj 18.0 11.0 72.0 CEILINGS---------- -- UA 1488.0 .6 ,'s92.8 FLOORS ---------------- Slb 192.0 -1.9 -364.8 Ext Wood Adj Wood Under Attic Slab -on -Grade 24.0 7.60 162.4 18-0 5.90 106.2 19.0 1580.0 1.00 0 192.0 2.50 1580.0 480.0 INFILTRATION---------- 1488.0 1 6100.8 ; Practice #2 - 1488.0 4.10 6100.8 --------------- TOTAL WINTER POLN-I s - ----------- 7,97.6.72 13,413.10 TOTAL. x SYSTEM = HE1fING i TOTAL X CAP,x DUCT x SYSTEM x CREDIT = HEATING WIN PT.S MULT POCNTs i COMPON RATIO MULT - MULT MULT POINTS ----------------------------------------------- 7;966.72 1.10 8,7'13.39 ; 13;413.10.1.00 1.063 .484 1.000 6,900.01 t WATER HEATING :K***************-K;e K K*:K:K W.:i:K:K:K******�C*************�;******************:K:K *:K:K�*M':Y•W. Y=:K BASE ===,AS -BUILT NUM OF x MULT = TOTAL ; TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT -------------------------------------- 2 3527.0 7,054.00 ; 50 .90 1.000 3449.7 1.00 6,899.33 ,SUMMARY,,,• BASE _- - i __= AS -BUILT COOLING HEATING -HOT WATER TOTAL : COOLING HEATING HOT WATER- TOTAL POINTS + POINTS POINTS = POINTS :._POINTS + POINTS + POINTS = POINTS ----- ------------------------------------------ --------------------- 11448.6 8763.4 705zi.0 27,266.02.1 10216.4," 6900.0 6899.3 24,015.72 * EPI , 1' For detailed information of the EPI,rating number or for any ITEM listed ENERGY Gi�UIDE ask your, Builder ,_r EPI= 88.1 DCA Form,.60OA-93 or Form 6OOB-93 1,\. 0 lip 20 30 40 50. 60 70 80 90 100 -----------------------------------X----- The maximum allow.-ii-le EP, is 100. The lower the EPI the more efficient the home RESIDINTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE WINDOWS.''.: .............. ... Single Tint INSULATION .............. ... 19.0 Wall R-Val_ic..... ... 5.5 Floor R-VaIuF...... ... 0.0 ,: AIR CONDITIONER......... .. SEER/EER.................. 10.0 HEATING SYSTEM .......... ... Electric COP/H='F.... ... 7.0 Gas AFUE............ 0.00 WATER HEATER ............ .. Electric EF.......... ... 0.90 Gas EF.............. 0.00 r' Solar EF.............. 7� OTHER FEATURES .............. Low Efficiency SINGL CLR - ----- X--- High Efficiency DBL TINT R-10 R-30 x----------- R-O R-7 --------------- X----- R-0 R-19 :x -------------------- 10.0 SEER 17.0 X--------------------i. .9.7 EER 16.0 6.8 HSPF 12.0 :x -------------------- 0.78.- AFUE 0.90 ---------------------' I I 0.88 0.96 X---------------- 0.54 0.90 0.40 0.80 I-----------•----------' II certify,; that tFie'se ene gy saving features_ required for the Florida. Ener6y Code have Lc:en ir;talled in this house. Builder Address:' --Signature: Date: City/Zip- _ Florida,Energy C-_•: for wilding Construction,- 1993 Florida Departmerl of Co',munity Affairs FL-EPL CARD93 4_ Reserve Home, td. , L. P. ,2160 Reserve Park Trace Port St. Lucie, FL 34986 Date: /0150 g Reserve Homes Ltd., L. R. hereby assigns $ from the Road Impact Fee Credit Agreement 93-02, to: for the purposes of constructing: (Check One) Single -Family Dwelling I ✓ Multiple -Family Dwelling (#of Units: y-- ) Commercial/Industrial (square feet ) Other This credit shall be for the following specific property: Subdivision: Poo: Lot: 30-31,3a 33 Bic: 18 (attach separate legal description if necessary) Property Tax ID#: 33arl- oco- coon- boo/ 3 Assigned by: , L. P. TO BE COMPLETED BY ST. LUCIE COUNTY Received Date: Credit Assign Numb: CAL-93-02- C),2Y/ Last Assign.Number: CAL-93-02- Credit amount available: Credit used this assignment: Remaining credit amount: Building Permit Number: 9 F e o - 6' 9 h 19 Reviewer: Date entered into Master Log: )O 3019y Approved: Date: 0 0 IaIIt'01.9B 9.ES21j2 40me s 8314- 9SRO Ps1JC. Wra Pabl C H 60 Qo4d Wlla (_ r� ROD FRASER ENGINEERING AND TESTING, INC. 3504 INDUSTRIAL 33,d STREETFORT PIERCE' FLORIDA' 34946 VERO BEACH (561) 567-6167 PORT PIERCE (561) 461.7508 STUART (561) 283-7711 FT. PIERCE IA00.233-9011 Report of DENSITY OF SOIL IN PLACE ASTM D2922 CLIENT: Kolter CONTRACTOR: Client SITE: Parcel #18 P.U.D. #2 At The Reserve DATE: 9/24/98 PERM WNg# l DENSITY TEST DATE MOISTURE DENSrrY RELATIONSE11P IN PLACE DRY PERCENT TEST MAX. NO. TESTED LOCATION ELEVATION NO. DRY WT. DENSITY COMPACTION 106 9/24/98 N. Comer #30 0 - 1' 105 109.9 107.9 98.0 N. Comer 930 1 - 2' 108.2 98.4 Center #31 0 - 1' 108.4 98.6 Center #31 1 - 2' 108.7 98.9 S. Comer #32 0 - 1' 108.0 98.2 S. Comer #32 1 - 2' 109.1 99.2 N.E. Comer #33 0 - 1' 108.3 98.5 N.E. Comer #33 1.- 2' 109.2 99.4 ALL ELEVATIONS BELOW SLAB GRADE Copies: Client - I 0 Respectfully submitted, FRASER ENGINEE AND TESTING, INC. H. Fraser. P.E. Fla Rep. No. 16178 GEOMC+04CAL ENGlEER9iG FOLMMMM NSESTMTIOM CAPICRE S011 .AMASRULT TESTM r DESCRIPTION: PROPOSED LOTS 30-33, POD 18, PUA II @ THE RESERVE A PARCEL OF LAND LYING IN SECTION 27, TOWNSHIP 36 SOUTH, RANGE 39 BAST, ST. LUCIE COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE MOST EASTERLY END OF THE NORTHERLY LINE OF RESERVE BOULEVARD AS DESCRIBED BY DEED RECORDED IN OFFICIAL RECORD BOOK 629, PAGES 2523 TO 2526, PUBLIC RECORDS OF SAID ST. LUCIE COUNTY; THENCE TRAVERSING SAID LINE BY THE FOLLOWING FOUR (4) COURSES: 1. SOUTH 89053'33" WEST, A DISTANCE OF 402.58 FEET; 2. NORTH 76040' 16" WEST, A DISTANCE OF 417.12 FEET TO A POINT OF CURVATURE WITH A CURVE CONCAVE TO THE NORTHEAST AND HAVING A RADIUS OF 515.59 FEET; 3. NORTHWESTERLY, ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 42011'20" AN ARC DISTANCE OF 379.64 FEET TO A POINT OF COMPOUND CUVATURE WITH A CURVE CONCAVE TO THE EAST AND HA IINU° A RADIUS OF 50.00 FEET; ' 4. NORTHWESTERLY, NORTHERLY AND NORTHEASTERLY, ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 85°24'41" AN ARC DISTANCE OF 74.54 FEET TO A POINT OF NON -RADIAL INTERSECTION WITH A LINE (THE RADIUS POINT BEARS SOUTH 39004' 15" EAST FROM THIS POINT); THENCE NORTH 39038'30" EAST, A DISTANCE OF 504.41 FEET TO THE POINT OF BEGINNTING THENCE NORTH 35019'18" WEST, A DISTANCE OF 116.00 FEET; THENCE NORTH 54°40'42" EAST, A DISTANCE OF 66.93 FEET; THENCE SOUTH 35019'18" EAST, A DISTANCE OF 116.00 FEET; THENCE SOUTH 54°40'42" WEST, A DISTANCE OF 66.93 FEET TO THE POINT OF BEGINNING. SHEET 1 OF 2 LEGEND: o = DELTA ANGLE L • ARC LENGTH CATV - CABLE TV C.B. • CATCH BASIN C.B.S. • CONCRETE BLOCK & STUCCO (L • CENTERLINE CONC. - CONCRETE COV. - COVERED DE. - DRAINAGE EASEMENT ELEV. - ELEVATION E.O.P. - EDGE OF PAVEMENT E.O.W. - EDGE OF WATER F.F. - FINISHED FLOOR FND. • FOUND F.P.E. • FLOOD PLAIN EASEMENT F.P.L. - FLORIDA POWER It LIGHT L.M.E. • LAKE MAINTENANCE EASEMENT L.S.S. - LANDSCAPE AND SIGNAGE EASEMENT M.H. - MANHOLE MON. - MONUMENT N.G.V.D. - NATIONAL GEODETIC VERTICAL DATUM MODELS: LOT 30 - UNIT 'B' LOT 31 - UNIT Or LOT 32 - UNIT 'C' LOT 33 - UNIT 'A' F� N.R. - NOT RADIAL O.E. - OVERHANG EASEMEN 1 O.NLE. - OVERHANG MAINTENANCE EASEMENT O.R.B. - OFFICIAL RECORD BOOK O/S - OFFSET O.S. - OPEN SPACE TRACT P.B. - PLAT BOOK P.C. • POINT OF CURVATURE P.CP. - PERMANENT CONTROL POINT PD.E. - PRIVATE DRAINAGE EASEMENT P.G.E. - PRIVATE GAS EASEMENT P.K. - PARKER KALON NAIL P.O.B. - POINT OF BEGINNING P.O.C. - POINT OF COMMENCEMENT P.P. -POWER POLE P.R.M. - PERMANENT REFERENCE MONUMENT PROP. -PROPOSED P.T. - POINT OF TANGENCY P.U.E. - PRIVATE UTILITY EASEMENT R - RADIUS RAO - RADIAL .h S� O p \ SM. M.1 (PROP.) UNPLATTED. \ — v OA\ ss \ \ R=515.59' 0=42'11'20" �¢ A=379.65' / 42 VO NORTHERLY RESERVE RO LfVrIRD N 76.50.16„ w I. THIS SURVEY IS PREPARED FOR RESERVE HOMES, LTD. AND IS NOT ASSIGNABLE. 2. THE LAMS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHTS -OF -WAY OF RECORD BY THIS OFFICE. 3. VISIBLE ENCROACHMENTS ARE AS SHOWN. 4. DESCRIPTION FURNISHED BY CLIENT. 5. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 6. THIS SKETCH IS THE PROPERTY OF LAWSON, NOBLE & WEBB. INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT THE PERMISSION OF LAWSON. NOBLE & WEBB. INC. IN WRITING. 7. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH_INE OF 30 WHICH BEARS N 54.40'42- E AND ALL BEARINGS ARE RELATIVE THERETO, B. BOUNDARY DIMENSIONS SHOWN ARE PER PLAT AND FIELD MEASUREMENT U14LESS OTHERWISE NOTED. 9. ELEVATIONS SHOWN HEREON ARC BASED ON N.G.V.D. ADJUSTMENT OF 1929. 10. LAMB SHOWN HEREON LIE.V(ITHIN ZONE'%. ACCORDING TO THE FLOOD INSURANCE RATE MAP PANEL NO. 120285-0275�.'OA.FA ALDUST 19.1991 11. IMPROVEMENTS IF ANY ARE AS'HDW,4, 12 DATE OF FIELD SURVEY: AVOJST 6.1998 CERTIFICATION: `� 1, - - IMPROVEMENTS, IF ANY; ARE AS LOCATED' NOT VALID WITH O T THESIGNATUR d) THE ORIGIN ED SEAL OF L9Rt LICENSED SURVEY N AND MAPP - *� JOHN K. QUILLEN. PROFESSIONAL 5URVE ND MAPPER FLORIDA REGISTRATION NO. 3267 R/W - RIGHT-OF-WAY SM. -SANITARY S.B.T. - SOUTHERN BELL TELEPHONE SF. - SOUARE FEET T.O.B. - TOP OF BANK TYP. -TYPICAL U.E. - UTILITY EASEMENT ULP. - UPLAND PRESERVATION 0 - SET N5 IRON ROD WITH CAP NO. LB 6674 O - FOUND N5 IRON ROD WITH CAP No. LB 667 ■ - FOUND PERMANENT CONTROL POINT - SET P-K NAIL WITH DISK M. LB 6674 ♦ - FOUND P-K NAIL Na. LB 6674 O - WATER SERVICES 1>4 - WATER VALVE - SANITARY SERVICE 000 - EKISAIING ELEVATIONJN FEET 0.00 > - PROPOSED ELEVATIONS IN FEET,.... —k� - DRAINAGE FLOW INDICATOR ❑ - FOUND PERMANENT REFERENCE MONUMENT 6674 4 C LOT 30 -(PROP.) VACANT OST 3 S LOT 31 '\ ��9•. r (PROP.) LOT 32 (PROP.) VACANT LOT 33 (PROP.) VACANT POINT OF COMMENCEMENT MOST EASTERLY END OF THE NORTHERLY LINE OF RESERVE BOULEVARD O.R.B. 629. PAGES 2523 TO 2526 917. S 89°5333" W SHEET 2 OF 2 1 0258I030.E-0 0-ID-98 1,45,20 M EST MAP OF BOUNDARY SURVEY CLIENT: RESERVE HOMES, LTD: LB # 6674 , LI`�� ' Lawson, Noble & Webb, Inc. ENGINEERS - PLANNERS - SURVEYORS 590 NW Peccoc, Sole ,L Suite 9. Port St. Lode. FloriSa Uses (561) 878-17W • Im (569 U78-1802 • emo1: H--pilots-:N.com West Palm Beech - Poet St. Lucle - Plantailon BY: SLS CK'D: JKO F.B. PG: DESCRIPTION: PROPOSED LOTS 30-33, POD 18, P.UA II @ THE RESERVE A PARCEL OF LAND LYING IN SECTION 27, TOWNSHIP 36 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE MOST EASTERLY END OF THE NORTHERLY LINE OF RESERVE BOULEVARD AS DESCRIBED BY DEED RECORDED IN OFFICIAL RECORD BOOK 629, PAGES 2523 TO 2526, PUBLIC RECORDS OF SAID ST. LUCIE COUNTY, - THENCE TRAVERSING SAID LINE BY THE FOLLOWING FOUR (4) COURSES: 1. SOUTH 89053'33" WEST, A DISTANCE OF 402.58 FEET; 2. NORTH 76040'16" WEST, A DISTANCE OF 417.12 FEET TO A POINT OF CURVATURE WITH A CURVE CONCAVE TO THE NORTHEAST AND HAVING A RADIUS OF 515.59 FEET; 3. NORTHWESTERLY, ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 42011'20" AN ARC DISTANCE OF 379.64 FEET TO A POINT OF COMPOUND CUVATURE WITH A CURVE CONCAVE TO THE EAST AND HAVING A RADIUS OF 50.00 FEET; 4. NORTHWESTERLY, NORTHERLY AND NORTHEASTERLY, ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 85°24'41" AN ARC DISTANCE OF 74.54 FEET TO A POINT OF NON -RADIAL INTERSECTION WITH A LINE (THE RADIUS POINT BEARS SOUTH 39004' 15" EAST FROM THIS POINT); THENCE NORTH 39038'30" EAST, A DISTANCE OF 504.41 FEET TO THE POINT OF BEGINNING; THENCE NORTH 35019'18" WEST, A DISTANCE OF 116.00 FEET; THENCE NORTH 54040'42" EAST, A DISTANCE OF 66.93 FEET; THENCE SOUTH 35°19'18" EAST, A DISTANCE OF 116.00 FEET; THENCE SOUTH 54°40'42" WEST, A DISTANCE OF 66.93 FEET TO THE POINT OF BEGINNING. SHEET 1 OF 2 LEGEND: & - DELTA ANGLE L = ARC LENGTH CATV - CABLE TV C.B. - CATCH BASIN CS.S. - CONCRETE BLOCK & STUCCO CL - CENTERLINE CONC. - CONCRETE COV. - COVERED D.E. - DRAINAGE EASEMENT ELEV. - ELEVATION E.O.P. • EDGE OF PAVEMENT E.O.W. - EDGE OF WATER F.F. - FINISHED FLOOR FND. - FOUND F.P.E. - FLOOD PLAIN EASEMENT F.P.L. - FLORIDA POWER & LIGHT L M.E. - LAKE MAINTENANCE EASEMENT L.S.S. = LANDSCAPE AND SIGNAGE EASEMENT MA. - MANHOLE MON. - MOMIMENT N.G.VD. = NATIONAL GEODETIC VERTICAL DATUM MODELS: LOT 30 - UNIT 'B' LOT 31 - UNIT 'D' LOT 32 - UNIT 'C' LOT 33 - UNIT 'A' F\ N.R. = NOT RADIAL D.E. - OVERHANG EASEMENT O.M.E. - OVERHANG MAINTENANCE EASEMENT O.R.B. - OFFICIAL RECORD BOOK O/S = OFFSET O.S. - OPEN SPACE TRACT P.B. -PLAT BOOK P.C. - POINT OF CURVATURE P.C.P. - PERMANENT CONTROL POINT P.D.E. - PRIVATE DRAINAGE EASEMENT P.G.E. - PRIVATE GAS EASEMENT PX. - PARKER KALON NAIL P.O.B. - POINT OF BEGINNING P.O.G - POINT OF COMMENCEMENT PP. -POWER POLE PRM. - PERMANENT REFERENCE MONUMENT PROP. -PROPOSED P.T. - POINT OF TANGENCY P.U.E. - PRIVATE UTILITY EASEMENT R - RADIUS RAD. - RADIAL SAN. MI (PROP.) UNPLATTED R=515.59' 0=42°11'20" iQr U _j Ps O 60 R/W - RIGHT-OF-WAY °00 SAN. = SANITARY \ - EXISTING ELEVATION IN FEET S.B.T. - SOUTHERN BELL TELEPHONE 0.00 =PROPOSED ELEVATIONS IN FEET T.O.B.- B.F. OFEET TOP OOF F BANK . DRAINAGE FLOW INDICATOR TYP. =TYPICAL ❑ -FOUND PERMANENT REFERENCE U.E. = UTILITY EASEMENT MONUMENT 6674 U.LP. - UPLAND PRESERVATION 0 - SET N51RON ROD WITH CAP NO. LB 6674 • - FOUND A5 IRON ROD WITH CAP No. LB 6674 ■ - FOUND PERMANENT CONTROL POINT 0 - SET P-K NAIL WITH DISK NO. LB 6674 ♦ - FOUND P-K NAIL No. LB 6674 0 - WATER SERVICES D4 - WATER VALVE - SANITARY SERVICE LOT 30 NOR I'1nJ1y RegE RLO �E ARD N 16Q0'16„ B, V 1. THIS SURVEY IS PREPARED FOR RESERVE HOMES, LTD. AND IS NOT ASSIGNABLE 2. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHTS -OF -WAY OF RECORD BY THIS OFFICE. 3. VISIBLE ENCROACHMENTS ARE AS SHOWN. 4. DESCRIPTION FURNISHED BY CLIENT. 5. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 6. THIS SKETCH IS THE PROPERTY OF LAWSON. NOBLE & WEBB, INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT THE PERMISSION OF LAWSON. NOBLE & WEBB. INC. IN WRITING. T. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHLINE OF 30 WHICH BEARS N 54.40'42- E AND ALL BEARINGS ARE RELATIVE THERETO. 8. BOUNDARY DIMENSIONS SHOWN ARE PER PLAT AND FIELD MEASUREMENT UNLESS OTHERWISE NOTED. S. ELEVATIONS SHOWN HEREON ARE BASED ON N.G.V.D. ADJUSTMENT OF 1929. 10. LANDS SHOWN HEREON LIE WITHIN ZONE X ACCORDING TO THE FLOOD INSURANCE RATE MAP PANEL NO. 120205-0275F, DATED AUGUST 19, 1991 17. IMPROVEMENTS IF ANY ARE AS SHOWN. 12 DATE OF FIELD SURVEY: AUGUST 6, 1998 CERTIFICATION: INPROVEMENTS, IF ANY, ARE AS LOCATED. \NOT VALID WITHOUT THE SIGNATURE AND THE GI& R D S AL OF A ORIDA LICENSED BUR EYOR AND ! P R. JOHN K QUILLEN,�OFESSIO EYOR AND MAPPER ev ..-m. nee.eTonnnN ND. 32 S� O *b '.w<1 OST 3 LOT 31 (PROP.) LOT 32 (PROP.) LOT 33 (PROP.) POINT OF COMMENCEMENT MOST EASTERLY END OF THE NORTHERLY LINE OF RESERVE BOULEVARD O.R.B. 629, PAGES 2523 TO 2526 S 89°53'33" W 402.58' SHEET 2 OF 2 B259Is3Bdw8 9-17-99 2,22,4G On EST MAP OF(BOUNDARY SURVEY CLIENT: RESERVE HOMES, LTD. LB # 6674 LNW Lawson, Noble & Webb, Inc. ENGINEERS PLANNERS SURVEYORS 590 NW pw.m Boue.or4 Sute 9. Port St. Lade, Florida 34986 (561) 878-170D • fox: (561) 878-1802 • emoi: hw-p9Vlaw-mc=m West Palm Beech • Port St. Lucie • PleMetlon CK'D: JKQ RB TOP Rg BOTTOM CONT MIN 8"XI2" POURED CONIC TIE BEAM W/ 205 RU TYPICAL TIE BEAM CONSTCTION 2 X 6 P.T. 51-6 W/HILTI PINS & STAGGERED "USE SEMCO TAPI2 W/ 8-16d NAILS (EACH TRUSS UPLIFT CAPACITY OF 1456 LBS. OR LESS) SEE TRUSS ATTACH. PLAN FOR MORE INFORMATION. TYPICAL BLK WALL CONSTRUCTION WITH 2 HOUR FIRE RATED UL TEST NO:U905 uuuuuuuuuuu INI—r 121 - 2X8 P.T. LEDGER W/ W51254 1/2" X 51/2" e 24" O.C. BETWEEN TRUSSES. BOND BEAM W I • 5 CONT. B 48'_1" k. TYPICAL BLK WALL CONSTRUCTION WITH 2 HOUR FIRE RATED UL TEST NO:U905 TYPICAL 2 STY FOOTER CONSTRUCTION SEE FOOTING SCHEDULE IX3 FIRE -STOP 8'-0" O.C. MAX I HR FIRE 'PYRO- GUARD' RATEp4' PLYWOOp FROM PARTY WALL cy 12 5f/8,n u X °cimYP. By Wwl poov oa e O T4�o � a/C b S � �s I" X 6" RAT -RUN o 6'_0 C.C. R-113 INSULATION MIN TYP INT CLG CONSTRUCTION 5/8" GYPSUM WALLBOARD ON PRE FAB ROOF TRUSSES SEE TRUSS ENGINEERING FOR ADDITIONAL REQ. IX3 FIRE -STOP 8'-0" O.C. MAX TYP INT IST FL WALL CONSTRUCTION 1/2" GYPSUM WALL BOARD ON PT 2X2 FURRING ON CMU WALL 24" e.e. R-3 INSULATION MIN. WOOD BASE MOLDING TYPICAL SLAB CONSTRUCTION 4" CONC SLAB W/ 6X6 1010 UAIlt-I ON 6 MIL VAPOR BARRIER OVER CHEMICALLY TREATED SOIL COMPACTED TO 2500 PSF MIN OR FIBER MESH N