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HomeMy WebLinkAboutHugh & Lorraine A. White 97020556.P00 qllll?�Ofi 1WEVANT ENGINEERING OF THE TREASURE COAST, INC. CIVIL & STRUCTURAL ENGINEERS 201 S.W. PORT ST. LUCIE BLVD. SUITE 104 April 10, 1997 St. Lucie County Building Department 2300 Virginia Avenue I Ft. Pierce, Florida 34982-5652 Subject: LOT 1391 NETTLES ISLAND BUILDING PERMIT NO. 97-020556 ONE HOUR RATED EXTERIOR WALL Gentlemen: PORT ST. LUCIE, FLORIDA 34984 (561) 335-0772 - WPB (561) 832-9094 FAX (561) 335-0866 E-MAIL Weyengr@aol.com Job 97-951 We hereby recommend the use of "DENS -GLASS GOLD" gypsum sheathing as the structural element on the wall of the above referenced single family residence that must have a one hour fire rating. DENS -GLASS GOLD provides ;a one hour protection in accordance with ASTM El 19 and ASTM #136. See the attached specification data sheet provided by Georgia Pacific Corporation. The product must be installed as; indicated in order to provide the required fire protection. I herein certify that this materialwill meet the one hour rating for the wall in question. CERTIFIED THIS LOTH DAY OF APRIL, 1997. WEYANT ENGINEERING. INC. li"%Aeytg Florida Certificate No. 20, Enclosure (2 Sheets) DENS -GLASS GOLD GUARANTEE - Industry's strongest sheathing warranty - Unique "gold" alkali -resistant coating - Proprietary silicone -treated core - Inorganic glass mats front and back SPEC -DATA® 1. PRODUCT NAME DENS -GLASS GOLD® Gypsum Sheathing 2. MANUFACTURER Georgia-Pacific Corporation Gypsum Division 133 Peachtree Street, NE Atlanta, GA 30303 Phone: (800) 947-4497 3. PRODUCT DESCRIPTION Basic Uses: DENS -GLASS GOLD gypsum sheathing is used for direct mechanical application to structural framing as a backing for exterior surfacing, as a wall covering material, or as a soffit material. DENS -GLASS GOLD gypsum sheathing has been designed as a backerboard for adhesive application of exterior insulation finish systems. DENS -GLASS GOLD can also be used with exterior fmish systems without insulation (direct application) below the 4,000 heating degree days line. (See G-P DENS -GLASS GOLD brochure BuyLine 1752 dated 1/93 for a complete listing of direct application guidelines.) It is also recommended as an underlayment for vinyl, stucco, wood, metal, plywood, or board -type sidings, wood shingles or shakes, and stone or brick veneers. DENS -GLASS GOLD gypsum sheathing, with its unique glass mat facing on the front and back, provides greater resistance to rain, heat, and wind than regular gypsum paper -faced sheathing can provide. This increased protection against weather reduces the need to replace panels due to warping, sagging, or delamination. Limitations: DENS -GLASS GOLD gypsum sheathing should not be used as a base for nailing or mechanical fastening. DENS -GLASS GOLD gypsum sheathing should be attached mechanically to structural framing. Panels should not be installed using staples or adhesives only. Maximum stud spacing for 1/2" DENS -GLASS GOLD gypsum sheathing is 16" o.c. and 24" o.c. for 5/8" DENS -GLASS GOLD FIRESTOPO Type X. DENS -GLASS GOLD gypsum sheathing may be stored outside prior to installation if stacked off the ground and under protective covering. Composition and Materials: DENS -GLASS GOLD gypsum sheathing is composed of a proprietary silicone -treated gypsum core, which is noncombustible and dimensionally stable. The core is an integral part of the inorganic glass mat surfacing on both sides. In addition, the gold side is coated with a proprietary alkali -resistant surface coating. Together, these materials provide stability and protection of the structural framing. Sizes and Shapes: -Thickness: 1/2" (13mm), 5/8" FIRESTOP Type X (16mm) 4-- • _4 - Widths: 48" (1.22m) standard, tolerance up to -1/8" - Lengths: 88", 98", and 108" (3.6m) standard, tolerance+/- 1/4" - Edges: Square Application Standards: Gypsum core conforms to ASTM C 1177. Application standards are in accordance with Gypsum Association Publication GA-253 for gypsum sheathing. 4. TECII ICAL DATA First Hazard Classification: Zero flame spread and zero smoke developed when tested per ASTM E 84 Tunnel Test Method. Noncombustible when tested in accordance with ASTM E 136. Fire -Resistance Rating. G-P 5/8" DENS -GLASS GOLD FIRESTOP Type X sheathing provides a one -hour rating, based on tests in accordance with ASTM E 119 Fire Test. DENS -GLASS GOLD FIRESTOP Type X is UL classified. Test reports are available upon request. See table for Technical Data. Air and Rater Infiltration: With total recommended joint finishing materials and application methods, DENS -GLASS GOLD passed air and water infiltration tests according to ASTM test methods: Test: Air Infiltration Method: ASTM E 283 Result: Passed Test: Static Water Penetration; Method: ASTM E 331 Result: Passed* *See DGG BuyLine 1752 for specifics. Tested both at 6.24 p.s.f. and 12.0 p.s.f. 5. INSTALLATION Methods: Edge joints of DENS -GLASS GOLD gypsum sheathing should be parallel to and occur over framing members, or perpendicular with end joints staggered. Drive fasteners firmly against and flush with surface of DENS -GLASS GOLD gypsum sheathing; do not countersink. Fasteners should be located no closer than 3/8" from edges and ends of DENS -GLASS GOLD gypsum sheathing. Fit DENS -GLASS GOLD gypsum sheathing snugly around all window and door openings. DENS -GLASS GOLD gypsum sheathing should be mechanically fastened to the structural framing with nails or screws., Nails are to be 11 gauge, 7/16" headed galvanized nails. Use 1-1/2" long nails for 1/2" boards and 1-3/4" long nails for 5/8" boards. Nail spacing: 4" o.c. at perimeter and 8" o.c. in field 'for vertical application or 8" o.c. throughout for horizontal application. Screws for metal framing are to be No. 6, Type S or S-12, bugle head, self -tapping, and rust -resistant. Use 1" long screws for 1/2" thick boards and 1-1/4" long screws for 5/8" boards. Screw spacing for metal framing is: 8" o.c. around perimeter and in the field. DENS -GLASS GOLD gypsum sheathing may be cut by scoring and breaking, or by sawing, in either case, working from gold surface. Do not power saw. Handling Precautions: This product contains fiberglass. Special handling precautions are advised. For further details; refer to DENS -GLASS GOLD packaging or the product brochure available from Georgia-Pacific. , Building Code Conformity: Compliance reports from ICBO-#4305; BOCA-#90-0510.3; Los Angeles -RR 25008; New York City MEA 244-88-M; National Research Council, Canada Department of Community Affairs SN: 7997 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential'Whole Building Performance Method A SOUTH PROJECT NAME: WHITE RESIDENCE BUILDER: AND ADDRESS: LOT 1391 NETTLES ISL PERMITTING CLIMATE ST. LUCIE COUNTY OFFICE: ZONE: 71_1 81_1.91_1 OWNER: MR. & MRS. WHITE PERMIT NO. JURISDICTION NO. CK 1. New construction or addition 2. Single family detached or Multifamily attached 3. If Multifamily -No. of units 4. If Multifamily, is this a worst case (yes/no) 5. Conditioned floor area (sq.ft.) 6. Predominant eave overhang (ft.) 7. Porch overhang length (ft..) 8. Glass area and type: a. Clear Glass b. Tint, film or solar screen 9. Floor type and insulation: b. Wood, raised (R-value, area ) 10.Net Wall type area and insulation: a. Exterior: 2. Wood frame;(Insulation 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) 12.Air distribution systems a. Ducts (Insulation + Location) 13.Cooling system 14.Heating System: 15.Hot water system: 1. New Construction 2. Single -Family 3. 0 4. 5. 1497.00 6. 0.50 7. 6.00 Single Pane Double Pane 8a. 4.Osgft O.00sgft _ 8b. O.Osgft 320.00sgft 9b.R=19.00 , 858.00 sqft R-value) 10a-2 R=11.00, 1461.20sgft 11a.R=19.00 , 852.00sgft 12a. R= 6.00 , cond 13. Type: Central A/C SEER: 10.00 14. Type: Heat Pump HSPF: '6.60 15. Type: Electric EF: 0.97 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 17. 2 18.HVAC Credits (CF-Ceiling Fan, CV -Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 95.89 a a. Total As -Built points 19a. 25508.53 b. Total Base points 19b. 26601.80 ------ -------------------------------------------------------------------- I Hereby certify that the plans and specifications covered by this calcu- lation are in compliance with the Florida Energy Code. PREPARED BY• DATE: I hereby certify that this building is in compliance with the Florida Energy Code. 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 in accordance with Section 553.908 F.S. BUILDING OFFICIAL: DATE: SUMMER CALCULATIONS BASE ___ __= AS -BUILT GLASS ---------------- ORIEN AREA x BSPM = POINTS I TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------ -------------------------------------------------- N 73.00 109.7 8008.1, E 44.00 109.7 4826.8 S 117.00 109.7 12834.9 W 90.00 109.7 9873.0 ----------------------- .15 x COND. FLOOR / TOTAL GLA! AREA AREA' 989.6 486.7 486.7 934.3 462.0 482.5 247.8 4270.5 3683.3 3683.3 920.8 3819.0 2683.6 965.0 3271.9 977.3 GLASS POINTS -----------------------------------------------------------------=------------- .15 1,497.00 324.09 .693 35,542.80 24,633.13 28,364.35 ------------=------------------------------------------------------------------ ------------------------------------------------------------------------------- NON GLASS ------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------ -------------------------------------------------------- WALLS---------------- Ext 1461.2 1.6 2337.9 DOORS ---------------- Ext 20.0 6.4 128.'0 !CEILINGS ------------- UA 852.0 .8 681.6 FLOORS --------------- Rsd 858.0 -2.2-1853.3 INFILTRATION--------- 1497.0 14.7 22005.9 TOTAL SUMMER POINTS DBL TINT N 18.3 54.9 .99 DBL TINT N 9.0 54.9 .99 DBL TINT N 9.0 54.9 .99 DBL TINT N 18.3 54.9 .93 DBL TINT N 9.0 54.9 .94 DBL TINT N 9.4 54.9 .94 SGL CLR E 4.0 136.3 .45 DBL,TINT E 40.0 109.5 .98 DBL TINT S 36.0 107.7 .95 DBL TINT S 36.0 107.7 .95 DBL TINT S 9.0 107.7 .95 DBL TINT S 36.0 107.7 .99 DBL TINT W 36.0 109.5 .68 DBL TINT W 9.0 109.5 .98 DBL TINT W 36.0 109.5 .83 DBL TINT W 9.0 109.5 .99 ------------------------------------------- 3S = ADJ. x GLASS =. ADJ GLASS I FACTOR POINTS POINTS - I Ext Wood Frame 11.0 1461.2 2.70 3945.2 Ext Insulated 20.0 6.40 128.0 Under Attic 19.0 852.0 1.50 1278.0 Rsd Wood (Stem-UFI 19.0 645.0 -.40 -258.0 Rsd Wood Adjacent 19.0 213.0 .60 127.8 Practice #2 1497.0 14.70 22005.9 47,933.27 55,591.29 ------------------------------------------------------------------------------ TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 47,933.27 .37 17,735.31 1 55,591.29 1.00 1.100 .340 .860 17,880.38 1 de�k�t�t�7k�c�k*�t9t�k�Y9t4r9c9c9r���'totic�k�'c3cic�k�c�9c��k4e�9e��c�Y�c�k�k�t�k�ie�e�tvY��t�t�k�tr�k�t�t�E�t�k��k�t�k��+c�c�F�e�r�t�'e�e91r**oF�F� WINTER CALCULATIONS _-= BASE ___ __= AS -BUILT GLASS ---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS N 73.00 -.4 -29.2 DBL TINT N 18.3 2.4 1.01 44.2 DBL TINT N 9.0 2.4 1.01 21.8 DBL TINT N 9.0 2.4 1.01 21.8 DBL TINT N 18.3 2.4 1.04 45.5 DBL TINT N 9.0 2.4 1.03 22.3 DBL TINT N 9.4 2.4 1.03 23.3 E 44.00 -.4 -17.6' SGL CLR E 4.0 .1 14.83 5.9 DBL TINT E 40.0 -.6 .93 -22.2 S 117.00 -.4 -46.8 DBL TINT S 36.0 -2.4 .97 -83.5 DBL TINT S 36.0 -2.4 .97 -83.5 DBL TINT S 9.0 -2.4 .97 -20.9 DBL TINT S. 36.0 -.2.4 .99 -85.5 W 90.00 -.4 -36.0 DBL TINT W 36.0 -.6 -.21 4.6 DBL TINT W 9.0 -.6 .94 -5.1 DBL TINT W 36.0 -.6, .41 -8.9 ------------------------------------------------------------------------------- DBL TINT W 9.0 -.6 .98 -5.3 .15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ-GLASS GLASS ------------------------ AREA AREA --------------------------------------- FACTOR POINTS POINTS POINTS .15 1,497.00 324.00 .693 -129.60 ---------------- -89.82 -125.39 NON GLASS ------------ ----------------------- AREA x BWPM = POINTS ` TYPE R-VALUE AREA x WPM = POINTS WALLS---------------- ------------------------------------ -------------------- Ext 1461.2 .3 438.4 Ext Wood Frame 11.0 1461.2 .60 876.7 DOORS ---------------- Ext 20.0 1.8 36.0 Ext Insulated 20.0 1.80 36.0 -CEILINGS ------------- UA 852.0 .1 85.2 Under Attic 19.0 852.0 .30 255.6 .FLOORS --------------- Rsd 858.0 -.3 -240.2 Rsd Wood (Stem-UFI 19.0 645.0 -.10 -64.5 Rsd Wood Adjacent 19.0 213.0 .30 63.9 INFILTRATION--------- 1497.0 1.2 1796.4 Practice #2 1497.0 1.20 1796.4 TOTAL WINTER POINTS 2,025.90 I 2,838.73 -------------- TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT ------------------------------------------------------------------------------- POINTS COMPON RATIO MULT MULT MULT POINTS 2,025.90 1.10 2,228.49 2,838.73 1.00 1.100 .515 1.000 1,608.14 ******************************************************************************* WATER HEATING BASE ___ -_= AS -BUILT NUM -OF x MULT = TOTAL I TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS 1 RATIO MULT ---------------------- -------------------------------------------------- 2 3319.0 6,638.00 40 .97 1.000 3010.0 1.00 6,020.00 SUMMARY BASE ___ __= AS -BUILT COOLING HEATING HOT WATER TOTAL I COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS. + POINTS = POINTS 17735.3 2228.5 6638.0 26,601.80 17880.4 1608.1 6020.0 25,508.53 * EPI = 95.89 ***************** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for DCA Form 60OA-93 or Form 60OB-93 EPI= 95.9 0 10 20 30 40 50 60 70 80 90 100 1--------------------------------------X--j The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency t SINGL CLR DBL TINT WINDOWS ..................... Double Tint--------------------X1 INSULATION ................... Ceiling R-Value......... 19.0 Wall R-Value......... 11.0 Floor R-Value......... 19.0 AIR CONDITIONER ............. SEER ...................... 10.0 HEATING SYSTEM .............. Electric HSPF............ 6.6 WATER HEATER ................ Electric EF.............. 0.97 Gas EF.............. 0.00 Solar EF.............. 'OTHER FEATURES .............. R-10 R-30 --------- X----------- I R-0 R-7 I-------------------- X1 R-0 R-19 --------------------X1 10.0 SEER 17.0 Ix-------------------- I 6.8 HSPF 12.0 IX-------------------- I 0.88 0.96 1-------------------- X1 0.54 0.90 1 --------------------- 1 0.40 0.80 1 --------------------- I I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: Date: City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 SERIAL # 7997 * ResmanuJ(c) * 01-14-1997 WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING FLA/RES(c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A.) Project name : WHITE RESIDENCE Address : LOT 1391 NETTLES ISLAND City/State : ST LUCIE COUNTY Owner : MR. & MRS. WHITE Builder : HVAC contr. : Cond Flr Area: 1497 SF * GLASS/SF RATIO = 22% * House Faces: West * Climatic Conditions & Design Conditions ----------------------------------------------------------------------------- Geographical Location : Florida West Palm Beach ---------------------------------------------------------------------------- North Latitude / Elevation 26 Deg. / 15 Ft. Above Sea Level Outdoor Winter Dry Bulb 45 Deg. F Indoor Winter Dry Bulb 70 Deg. F Winter (Actual) Temp.Diff. 25 Deg. F Winter Temp. Diff. (wTd) 40 Deg. F outdoor Summer Dry Bulb 91 Deg. F Outdoor Summer Wet Bulb 78 Deg. F Outdoor Summer Hum. Ratio Gr/Lb 125 Indoor Summer Relaltive Hum. 50% Indoor Summer Design Gr/Lb. 60 Indoor Summer Dry Bulb 75 Deg. F Summer Daily Range 16 Deg. F - M Summer (Actual) Temp.Diff. 16 Deg. F Summer ---- 0!, (User Sel) Temp.Diff. (sTd) 20 Deg. F HEATING SUMMARY * WHITE .DAT * COOLING SUMMARY * SUBTOTAL 24121.64 STRUCTURE SENSIBLE MECH.VENT- 0 Cfm SENS. + MECH.VENT : TEMP.SWING @ 3 DEG. : OCCUPANT/APPLIANCE DUCT LOSS 1206.08 DUCT GAIN TOTAL LOSS/BTUH 25327.72 TOTAL SENSIBLE TOTAL LATENT SENSIBLE + LATENT 20% OVERSIZE FACTOR 5065.54 20% SENS.OVRSZE FTR: ACTUAL + 20% OVERSIZE: 16432.12 SENS. + 20% OVERSIZE: HTG FTR = 43.2 CLG FTR = 20.5 CLG DESIGN CFM * EQUIPMENT SELECTION * 14032.12 0.00 14032.12 1.00 2400.00 1643.21 18075.33 3775.99 21851.32 3615.07 21690.40 880.8.6 EQT MANUF CU MOD # AHU MOD # HTG INPUT HTG OUTPUT HTG CFM AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S)EER CLG CFM TYPE .•• 141 * L O A D C A L C U L A T I O N LASS Type Shdg Sc OvHg Botm Hgt Area Loss/Btuh Gain/Btuh .I Shaded Area D.T. R.S. 1 6 9.5 7.9 15.42 185.04 I Solar Area D.T. R.S. 1 20.58 782.04 i T.Area Loss D.T. R.S. 1 36.00 1044.00 -------------------------------------------- ] No Shd Line D.T. R.S. 1 .5 9.5 8.1 --------------------------------- 9.00 261.00 342.00 -------------------------------=----------------------------------------------- 4 No Shd Line ------------------------------------------------------------------------------- D.T. R.S. 1 6 18 8 36.00 1044.00 1368.00 J No Shd Line ' ------------------------------------------------------------------------------- D.T. R.S. 1 .5 21 6.6 9.00 261.00 342.00 1 No Shd Fctr ------------------------------------------------------------------------------- D.T;. R.S. 1 .5 19.5 n/a 18.30 530.70 219.60 N No Shd Fctr ------------------------------------------------------------------------------- D.T. R.S. 1 .5 19.5 n/a 9.00 261.00 108.00 d No Shd Fctr --------------------------------------------------------=---------------------- D.T. R.S. 1 .5 19.5 n/a 9.00 261.00 108.00 _V No Shd Fctr ------------------------------------------------------------------------------- D.T. R.S. 1 .5 3.67 n/a 18.30 530.70 219.60 N No Shd.Fctr ------------------------------------------------------------------------------- D.T. R.S. 1 .5 4 n/a 9.00 261.00 108.00 N No Shd Fctr ------------------------------------------------------------------------------- D.T. R.S. 1 .5 4 n/a 9.40 272.60 112.80 E All Shaded ------------------------------------------------------------------------------- S.C. R.S. 1 10 8 7.3 4.00 184.80 84.00 E No Shd Line ------------------------------------------------------------------------------- D.T. R.S. 1 .5 9 8.3 40.00 1160.00 1520.00 S Shaded Area D.T. R.S. 1 .5 5 4 35.37 424.44 S Solar Area D.T. R.S. 1 .63 12.60 T.Area Loss ------------------------------------------------------------------------------- D.T. R.S. 1 36.00 1044.00 .3 Shaded Area D.T. R.S. 1 .5 5 4 35.37 424.44 r S Solar Area D.T.. R.S. 1 .63 12.60 S T.Area Loss -------=------=---------------------------------------------------------------- D.T. R.S. 1 36.00 1044.00 . S Shaded Area D.T. R.S. 1 .5 5 4 8.84 106.08 S Solar Area D.T. R.S. 1 .16 3.20 S T.Area Loss D.T. R.S. 1 9.00 261.00 ------------------------------------------------------------------------------- 3 No Shd Line D.T. R.S. 1 .5 19.5 7.4 36.00 1044.00 720.00 ---------------------------------- Infiltration : Winter Htm ( 17.91 -------------------------------------------- ) x 324.00 5802.84 Infiltration : Summer Htm ( 4.48 ) x 324.00 1451.52 R-Value Area Loss/Btuh Gain/Btuh aA L L S ----------------------------------------------------------------------- ,qood Stud - Ext. 11 1461.20 5260.32 3068.52 O0 R S ---------------------------------------------------------------------- Insulated Core/Metal - Ext. 0 20.00 354.00 90.00 '.nfiltration :Winter Htm( 17.91 ) x 20.00 358.20 nfiltration :Summer Htm( 4.48 ) x 20.00 89.60 SUBTOTALS: --------- 20.00 --------- 712.20 --------- 179.60 EI L I N G S ---------------------------------------------------------------- Jnder Attic 19 852.00 1789.20 1959.60 FL O O R S -------------------------------------------------------------------- Zsd Wd-Stem Wall-Flr Ins 19 645.00 645.00 0 Raised Wood - Adjacent 19 213.00 --------- --------- 447.30 �} 170.40 --------- 7Ut3'1'V'1'AL.�: b5b . uu lo92. 30 170.40 * TOTAL STRUCTURE SENSIBLE ---------------------------------------------------------------------------- 24121.64 14032.12 u il 9 Q 3 11 � 1 (ijLy �1 e U-N � V) cy- 91 Lu W �s v R' M� ST. LUCIE COUNTY BUILDING DIVISION f N _ REVIEWED k FOR CO PL \rjTfEVTEYVEU LIN FIa BY- ATF /n L NS AND PE MIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE i J . ELEVATION CERTIFICATE O.M.B. No. 3067-0077 q Q ��SCp FEDERAL EMERGENCY MANAGEMENT AGENCY Expires July 31, 1999 NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to pro- vide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper insurance premium rate, and/or to support a request for a Letter of Map.Amendment or Revision (LOMA or LOMR). You are not required to respond to this collection of information unless a valid OMB control number is displayed in the upper right corner of this form. Instructions for completing this form can be found on the following pages. SECTION A PROPERTY INFORMATION FOR INSURANCE COMPANY USE BUILDING OWNER'S NAME Y, pob& N' WER'I' I HUGH & LORRAINE WHITE STREET ADDRESS (Including Apt., Unit, Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER j �j-� COMPANY NAIL NUMBER 9801 S. Ocean Dr. #1391-2 H p fJI! rl^ 2 V2111 OTHER DESCRIPTION (Lot and Block Numbers, etc.) �I Lot 1391. Section 2, Nettles Island Project II rnRfin n wiTv ni= //p nanngwr CITY ST: STATE= COUNTY, FL ZIP CODE Jensen Beach Florida 34957 SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM (See Instructions): 1. COMMUNITY NUMBER 2. PANEL NUMBER 3. SUFFIX 4. DATE OF FIRM INDEX 5. FIRM ZONE 6. BASE FLOOD ELEVATION (in AO Zones, use depth) 120285 0311 F 8-19-91 AE 7' 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): x❑NGVD'29 ❑Other (describe on back) 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate the community's BFE: LJ feet NGVD (or other FIRM datum -see Section B, Item 7). SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level 7 . 2(a). FIRM Zones Al-A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of I I I I 19I..[? I feet NGVD (or other FIRM datum -see Section B, Item 7). (b). FIRM Zones Vi-V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of I I I I L I .LJ feet NGVD (or other FIRM datum -see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is L LU feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is W . U feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's'lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: ® NGVD '29 ❑ Other (describe under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on the FIRM [see Section B, Item 71, then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: ❑ Yes ®No (See Instructions on Page 4) { 5. The reference level elevation is based on: X❑ actual construction ❑ construction drawings (NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post -construction Elevation Certificate will be required once construction is complete.) 6. The elevation of the lowest grade immediately adjacent to the building is: I I I I 16l. U feet NGVD (or other FIRM datum -see Section B, Item 7). SECTION D COMMUNITY INFORMATION 1. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest floor" as defined by the ordinance is: I I I I I I.I__I feet NGVD (or other FIRM datum -see Section B, Item 7). 2. Date of the start of construction or substantial improvement E FEMA Form 81-31, AUG 96 REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION SECTION E CERTIFICATION This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones Al—A30, AE, AH, A (with BFE),V1—V30,VE, and V (with BFE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a property owner, or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features —if the certifier is unable to certify to breakaway/non-breakaway wall, enclosure size, location of servicing equipment, area. use, wall openings, or unfinished area Feature(s), then list the Feature(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. ! certify that the information in Sections B and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, -Section 1001. CERTIFIER'S NAME LICENSE NUMBER (or Affix Seal) George M. Aylor, Jr. 4015 TITLE COMPANY NAME Land AYLOR, INC. ADDRESS CITY STATE ZIP 4933 S.E ine Knoll Way Stuart Florida 34997 SIGNATURE DATE PHONE Copies should be made of this Certificate for: 1) community official, 2) insurance agent/company, and 3) building owner. COMMENTS: A ZONES BASE FLOOD ELEVATION ON SLAB v ZONES REFERENCEI ADJACENT LEVEL GRADE ADJACENT GRADE WITH BASEMENT A I r ZONES BASE FLOOD Uri YILtb, PIERS, OR COLUMNS A v ZONES ZONES The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. t Page 2 St. Lucie County Building Dept. ATTN: Richard Van Doran RE: Hugh White Residence St. Lucie County Permit #97020556 Lot 1391, Nettles Island Mr. Van Doran, Date: March 24, 1997 Regarding the above -mentioned permit, the following is the revised floor plan showing a larger cove for the A/C compressor. If you have any questions, please call. *icerelly, DiGiorgio ST. LUCIE COUNTY BUILDING DIVISI N REVIEWE FOR COMPLI CE REVIEWED BY DATE 3 -YS - 47 PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE Traci C. DiGiorgio / Michael D. Johnson 9801 South Ocean Drive #435 Jensen Beach, Florida 34957 561/229-9925 Vial40'5" 5,gu •- 14'4ye �� �- PLATFORM FOR A/C COMP A/C GOMP. 9' lye 11*4" AW31-3 A330 4330 MIR o o 6' 5TEP DN 5EDROOM #2 � O CARPET 0 0 11'6��2„ 2'4" ' 10'4" 6'O" 4" 3'8" BATH 2-20" STAIRS: _ 2'6" E 2'a3"4 RISERS e 136" 13 Sk4ELYE5 STAIRS-- TREADSa� 9" HWH 4 RISERS awl 1.38 2'6" i'8" TREADS aQ 10" z _ S" O CV 0 � CV 4" 211" 16'1" g,b" 4" g,6n U O o_ 2' STEP Dx COYEREP o FAMILY ROOM Z a PORCH 4 SLOPE Q STAIRS= _ _ O 14 RISERS 10 IA" Ln TREADS 'al 10" cr' r' O 4-311 114" 8-4" A32-3 LIJ " 46'2" PLATFORM)—,11 5 79° 30, OO" E 63.51 ' o PC p - - --- -- - ---- 2x6la) PLATFORM co FOR A/C COMP I I I I I I I I I 12xld PT F� JOI�TS dC CUT21/4"' SH0 T LE GHTWISE Fof EXT 'IOI WALL FINISH op, p TO :IT FLU5H W✓TOP 1 OF B K WALL I I I I I C I I I I I I I I I 4' I� - -- —}- - —} —} - —I -;—EEa � t3lz�lp wp �AM - -}— - I I I I I ,�oIsn �LK C1L6 w/11#5 vONGRE7E. o PC oL uJ� 0001 SI c Q= N 12°d' x36°s � GON . F'A 5 W/# 1-2xg------�aRs'°o��N I1AY( P� PT FLOOR J015T5 ail 16" OC I' �I � I I IIIIII �I o�----- --AC!E %11'� " I. IC°NE IF 0 0 Pc' INpICATE5 Bx8 CONC FILLED CELL W/I#5 5AR5 41311 FROM PTCm To U-BLK BM U m O � �u ST. LUCIE CCI UN * DEPARTFAENT OF COMN1UN Y CEVELOPPAENT 2300 VIRGINIA AVENUE, ROOM 201 FT. PIERCE, FL, 34952-5052 4074a2.1553 DESIGN CERTIFICATION. FOR WIND LOAD COMPLIANCE ;This Certification is to be completed by the project design architect or englnoor: This Certification must be submitted with all applications for building permit Involving the construction of new residence (sing(a dr multi -family), residential addition, any aooessory structure requiring a building permit, and any nonresidential structure. this Certmoativn shall not apply to Interior renovations (provided . that no structural walls, columnr, 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 STREET ADDRESS PRE PEWrT NUMBER I --/ /Co( ' OCCP. TYPE CST. TYPE CERTIFICATION- §MgMENT:. I 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 ELEMENT$ DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT 'CODE PROVISIONS. DESIGN PARAMETERS AND ASSUMPTIONS USED., (alease check 9S,202�te the «K_W_rists Nd �. BUILDING CODE EI)r0ON USED (YEAR) , 1 SBCCI ASCE 748 OYHER (SPECIFY)- �, BUIWING CIESIGN IS (CMCK ONE) - ENCLOSED / PARTIALLY ENCLOSED OM BUILDING BUILDING HEIGHT: b FT A. WIND SPEND USED IN WILDING DESIGN: jjo�__.,,, MPH WIND EXPOSURE CLASSIF1GAT16N trtBFBR To OW*Um TAmjs IN suMNO OWE IDF. MM IN ► K #I): 6. AVERAGE WINK VOL OC17Y PRESSURE ON EXTERIOR FACES OF STRUCTURE: 5_ PSF T. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: Ia8F 4, IMPORTANCE/USE 1;ACTOR (oerAIN FROM 6"NG 000E7: 1; — �. LOADS: FLOOR /,^ ' PSF ROOFIDEAD: /5PSF ROUF/LIV£:JO P5F WERE SHEAR WAU-$ CONSIDERED FOR STRUCTURE (OMM CM YES ., ✓ NO N NO, why? (attach *xpLonation) �. tS A CONTINUOUS LOAD PATH PROVIDED (CMCK oNE9 YE$ ✓ NO tf NO, why? (Ruch explentitbn) , 12. ARE COMPONENT MD CLADDING DETAIL$ PROVIDED (CMCK Ofe YES ✓ NO If NO, WW (attach explsrwtlon) ' MINIMUM SOIL BEARING PRESSURE: P$F AS WITNESSED BY MY SEAL, I HEREBY CERTIFY 'THAT , THE INFORMATION INCLUDED -� V4 tA- THIS CERTIFICATION IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. h�?J �/ CERTIFICATION NO: 1I IPC� %�{SS NAME: 11" gb (SI~/1L_HERE} DESIGN FIRM: DATE: l a!Q COMM NOTE:PROPOSED MINIMUM FINISHED _FLOOR ELEV. TO BE 7_00' N.G.V.D. _ �l w U z w 0 Of¢ z W_ Hw F- > cn o X O w z LOT 1390 SECTION 2 EXISTING RESIDENCE NO OVERHANG / FD. #5 5.8' REBAR LEGAL DESCRIPTION. LOT 1391 SECTION 2 NETTLES ISLAND PROJECT SHEET PLAT BOOK 16 PAGES 1, 1A-1J SAINT LUCIE COUNTY, FLORIDA EXISTING BATH HOUSE 3.9' OVERHANG \ T-9 rn FD. #5 REBAR S 190 30' 00" E 5.9 34.64'(P8&M) LOT 1391 5.9' 8� SECTION 2 PROPOSED) 10, y " COVERED / a PORCH 'iRi ry / PROPOSED Q RESIDENCE � N h 6.0' /i�• PROPOSED / CARPORT / I PROPOSED PROPOSED 0 ^ / 18' X 8' 18' X 8' 1\ PARKING PARKING / co o �'REA 1( AREA FD. #3 34.64' (P&M ) 7' REBAR asphalt pavement 22' PRIVATE R/W-OPEN COMMON USE 5.72� X 5.73' �< 5.73' BENCHMARK=PAINTED RED "X" ELEV.=5.73' N.G.V.D. OF. LOT 1395 SECTION 2 EXISTING RESIDENCE 1.01 OVERHANG v 5.9' REBAR 11 LOT 1392 SECTION 2 EXISTING RESIDENCE 1.0' OVERHANG ^� NOTE:SEE HOUSE PLANS FOR DIMENSIONS OF HOME F6. #5 REBAR PLOT PLAN & TOPO SURVEY BOUNDARY SURVEY ❑ =FORM BOARD SURVEY ❑=AS•BUILT SURVEY ❑ =ELEV. ARE ASSUMED ELEV. ARE N.G.V.D.. 1929 DATA BEARING HEREON ARE REFERRED TO AN ASSUMED VALUE OF S 190 30' 00" E FOR THE FXXLINE OF LOT 1391, SECTION 2 , SAID BEARING IS -IDENTICAL WITH THE PLAT OF RECORDS, EAST PROPERTY NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF'A FLORIDA LICENSED SURVEYOR AND MAPPER.- ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. NOTES: LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHTS -OF -WAY OF RECORD. NO SEARCH OF THE PUBLIC RECORDS HAS BEEN MADE BY THIS OFFICE FOR ACCURACY OR OMISSIONS. LEGEND OF SURVEY ABBREVIATIONS ON BACK OF THIS SKETCH. I GEORGE M. AYLOR, JR. REGISTERD LAND SURVEYOR, FLORIDA CERITIFCATE # 4015 SIGNATURE DATE 12-2-96 SCALE 1" = 10' AY L O R INC. CHECKED BY GMA JOB NO. 9071-96 5 — CGM LAND SURVEYING LB4602 DRAWN BY FIELD BK. NO. 4933 SE KNOLL WAY, STUART, FLORIDA 34997 - - MAILING ADDRESS REFERENCES FIELDWORK DATE 1 1-26-96 3201 SE SLATER STREET, SUITE 1, STUART, FLORIDA 34997 - - OFFICE TELEPHONE (561) 287-0664 FLOOD ZONE "AE" DATE- 12-2-96 r Legend of Survey Abbreviations A Arc Length IP Iron Pipe SCM Set Concrete Monument A/C Air Conditioner IV Invert SCN Screen. ACCMP Asphalt Coated km Kilometer SE Southeast Corrugated Metal Pipe L Length SEC Section ADD'N Addition LB Land Surveyor Business SEW Sewer ALUM Aluminum LP Light Pole SIP Set Iron Pipe ASPH Asphalt LS Land Surveyor SIR Set Iron Rod AVE Avenue LT Left SN Set Nail BL Base Line M Measured SP Screen Porch BLK Block MAS Masonry SR Stale Road BLVD Boulevard ST Street BM Bench Mark MH Man Hole STA Station BNDY Boundary MKR' Marker STM Storm BOiT Bottom mm millimeter STRUC Structure CALC Calculated MN Mean STY Story C/B Concrete Block MOL More or Less SUB Subdivision CB Chord Bearing MSL Mean Sea Level SW Southwest CD Chord Distance N North T Tangent CIP Clipped Iron Pipe N&D Nail and Disk TB Top of Bank C-L Chain Link Fence NAVD North American TBM Temporary Bench Mark CL Center Line Vertical Datum TEL Telephone cm Centimeter NE Northeast TR Tract/Trail CM Concrete Monument NGVD National Geodetic TRANS Transformer CMP Corrugated Metal Pipe Vertical Datum TV Television Box CONC Concrete NO Number TWP Township COIL Corner NW Northwest TYP Typical COV Covered OE Overhead Electric UGD Underground CR County Road OR Official Record UTIL Utilities C/S • Concrete Slab P Plat V Vertical CT Court PAR Parcel VAR Varies . CULV Culvert PAT Patio W West D Deed PB Plat Book WD Wood DB Deed Book PC Point of Curvature WM Water Meter DIST Distance PCP Permanent WMN Water Main DOT Department of • Control Point WV Water Valve Transportation PED Pedestal DR Drive PG Pago SYMBOLS DRA Drainage Retention Area PI Point of Intersection p Delta Angle D/W Driveway PK Parker Kalon Nail p• Degrees E East PL Property Line p, Minutes ELEC Electrical PLS Professional p" Seconds ELEV Elevation Land Surveyor x92.5 Existing Elevation ENCL Enclosure PLTR Planter 92.5 Proposed Elevation ESMT Easement PM Power Meter M Proposed Surface Flow FCM Found POB Point of Beginning © Found Iron Pin or Pipe Concrete Monument PP Power Pole O Set Iron Pin and Cap FD Found PPED Phone Pedestal: ® Found Concrete Marker FF Finish Floor PRM Permanent ❑ Set Concrete Marker FFE Finish Floor Elevation Reference Monument Distance Not Supported FFI Fire Hydrant PSM Professional by Field Measurement FIP Found Iron Pipe Surveyor and Mapper FIR Found Iron Rod PT Point of Tangency FL Flowline PWR Power -FM Field Measured FN Found Nail R RadiaURadius GAR Garage RCP Reinforced GD Grade Concrete Pipe GND Ground RES Residence GOVT Government RET Retention/Retaining GW - Guy Wire RNG Range HORIZ Horizontal R/W Right -of -Way HW Head Wall S South HWL High Water Line SAN Sanitary WEYANT ENGINEERING OF THE TREASURE COAST, INC. CIVIL & STRUCTURAL ENGINEERS 201 S.W. PORT ST. LUCIE BLVD. iSUITE 104 PORT ST. LUCIE, FLORIDA 34984 (561) 335-0772 • WPB (561) 832-9094 FAX (561) 335-0866 E-MAIL Weyengr@aol.com February 25, 1997 Job No. 97-951 St. Lucie County Building Department 2300 Virginia Avenue Fort Pierce, Florida 34982-5652 Attention: Mr. Van Doran Subject: HUGH WHITE RESIDENCE LOT 1391 NETTLES ISLAND BUILDING PERMIT NO. 97-020556 Dear Mr. Van Doran: I have reviewed the architectural plans for the above single family residential construction. Based upon my review, I herein offer the following documentation: A. The projected "RIGHT SIDE" elevation has a surface area approximately 785 square feet. The window openings total 73 square feet, which is about 9.3% of the total wall area. B. The wall construction will consist of fire rated vinyl siding, Wolverine -Benchmark Reinforced (UL263) or equal on 5/8" CDX plywood; 2 x 4 studs at 16-inch on -center spacing; R-11 fiberglass batt insulation and type "X" interior drywall. The above assembly will meet the 1-hour fire rating requirements. CERTIFIED THIS 25TH DAY OF FEBRUARY, 1997 WEYANT ENGINEERING OF THE TREASURE COAST, INC. Civil & Structural Engineers Dwigh . Weyant, P.E. Principa Structural Engineer Florida Certificate No. 20,273 FEB-25-1997 13:41 WEYANT & ASSOCIATES, INC. 561 335 0966 P.01i01 WEYANT ENGINEERING OF THE TREASURE COAST, INC. CP71L & STRUCTURAL ENGINEERS ST. LUCIE CO'JN1 Y BUILDING DIVISION REV WED td FOR C PLI NCE REVIEWED BY �or DATE 1' PLANS AND PERMIT MUST BE KEPT JOB OR February 25, 1997 NO INSPECTION WILL BE MADE — St. Lucie County Building Department 2300 Virginia Avenue Fort Fierce, Florida 34982-5652, Attention: W Van Doran Subject: HUGH WHITE RESIDENCE LOT 1391 NETTLES ISLAND BUILDING PERMIT NO. 97-020556 Dear Mr. Van Doran: 201 S.W. PORT ST_ Ll1CIE BLVD. SUITE 104 PORT ST. LUcle, FLORTDA 34984 (561) 335-0772 • WPB (561) 832-9094 FAX (561) 335-0866 E-MAIL Weyengr@aol.00m Job No. 97-951 I have reviewed the architectural plans for the above single family residential construction. Based upon my review, I herein offer the following documentation: A. The projected "RIGHT, SIDE" elevation has a surface ar roxM1ately 785 square feet. t he window opnidur;,s Lu4d'73 ny.-aav F.,.:t, which i-9 a t 9.39 a of the total. wall Area I3. The wall construction will consist of fire rated vinyl siding, Wolverine -Benchmark Reinforced (UL263) or equal on 5/8" CDX plywood; 2 x 4 studs at 16-inch on -center spacing; R 11 fiberglass batt insulation and type "X" interior drywall. The above assembly will meet the 1-hour fire rating requirements, CERTIMD THIS 25TH DAY OF FEBRUARY, 1997 WEYANT ENGINEERING OF THE TREASURE COAST, INC. Civil & Structural Engineers Dwight IL eyant, P.E. , principal Structural Engineer Florida Certificate No. 20,273 a Z r_ Ct2 %J . 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