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HomeMy WebLinkAboutFlood Elevation- FinalSERVICES BUILDING & CODE REG. DIVISION 2300 VIRGMA AVF\-tJT I FORT PIERCE, FL 349821 f7721 462-1960 1 TDD (772) 462-1428 ( WWW.SFI.UCIECO.GOV Memo of EC Review for Correctness and Completion The attached FEMA Elevation Certificate for the following address has been reviewed by this office. 1394 NETTLES BLVD (1709-0227) The items noted below are not correct on the attached form and should read as entered on this page. SECTION A - PROPERTY INFORMATION ) For Insurance Company Use: ( A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. City State ZIP Code A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) A4. Building Use (e.g., Residential, Non -Residential, Addition. Accessory, etc.) A5. Latitudell-ongitude: Lat. Long. Horizontal Datum: NAD 1927 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number: 8 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) sq If a) Square footage of attached garage sq ft b) No. of permanent flood openings in the crawlspace or b) No. of permanent flood openings in the attached garage enclosure(s) within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq in c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? Yes No d) Engineered flood openings? Yes No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State B4. Map/Panel Number 65. Suffa B6. FIRM Index B7. FIRM Panel B8. Flood 89. Base Flood Elevation(s) (Zone Date Effective/Revised Dale Zone(s) AO, use base flood depth) B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. FIS FIRM Community Determined Other (Describe) 611. Indicate elevation datum used for BFE in Item B9: NGVD 1929 NAVD 1988 Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes No Designation Date CBRS OPA Local Official's Name: Leslie Olson, AICP Title: Director, Planning and Development Services Community Name: St. Lucie County (Unincorporated Areas) Telephone: 772-462-1960 Signature rg " Date: 10/01/2019 Comments M 310 HNIA EC CORMCTION MEMO ST. L U C I E U.S. DEPARTMENT OF HOMELAND SEWRITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Rate: November 30, 2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: MR. & MRS. MACNAUGHT A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number: Box No. 1394 NETTLES BOULEVARD City State ZIP Code JENSEN BEACH Florida 34957 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 1394, NETTLES ISLAND SECTION 2 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 27DEG 17'03.39" Long. 80DEG 13' 28.63" Horizontal Datum: ❑ NAD 1927 ❑x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 5 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 952 sq It b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 2 c) Total net area of flood openings in A8.b 1670 sq in d) Engineered flood openings? x❑ Yes ❑ No A9. For a building with an attached garage: a) Square footage of attached garage N/A sq It b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes ❑x No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State UNICORP / 120285 ST. LUCIE Florida B4. Map/Panel B5. Suffix B6. FIRM Index 87. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 12111C 0311 J 02/16/2012 02/16/2012 AE 6.0 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9: ❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 x❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ❑x No Designation Date: N/A ❑ CBRS ❑ OPA FEMA Form 086-0-33 (7115) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 13`i1-( ►fit r, rrL_VeS ` L_ML.VAOZO City State ZIP Code Company NAIC Number pp �rsvS1Zr-4 IJtZ I-1 349S7 SECTION C —BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ❑x Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations — Zones Al—A30, AE, AH, A (with BFE), VE, VI—V30, V (with BFE), AR, AR/A, AR/AE, AR/A1—A30, AR/AH, AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: 94 77 A04 FOOT Vertical Datum: N.A.VD. 1988 Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 0 NAVD 1988 ❑ Other/Source. Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 4.08 ❑x feet ❑ meters b) Top of the next higher floor 7.61 ❑x feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A ❑ feet ❑ meters d) Attached garage (top of slab) N/A ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 7 39 feet ❑mete s (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 4.04 ❑x feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 4.08 ❑x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including 4.01 21 feet ❑ meters structural support SECTION D —SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information 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. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑x Yes ❑ No ❑x Check here if attachments. Certifier's Name License Number EARLE R. STARKEY 004459 Title PROFESSIONAL LAND SURVEYOR Place — 1 Company Name ACCURIGHT LAND SURVEYING, INC. Se Address 1501 S.E. DECKER AVENUE, UNIT 419D p 2.. 04. 1-$ City State ZIP Code Florida 34994 d �U5 Signature -. Date - Telephone Ext. 02/06/2018 (772)286-7694 N/A Comments (including type of equipment and location, per C2(e), if applicable) C2 (a) A/C PLATFORM A8 FLOOD VENT MODEL. 1632CS (SEE ATTACHED) FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6 Building Photographs See Instructions for Item A6. For Insurance Company Use: Buildingg-SF Address (irtdliding Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. PoBcy Number 1394 NETTLES BLVD, _ city JENSEN BEACH State FLORIDA ZIP Code CarpanywvcNumber 34957 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View; and, if required, "Right Side View" and "Loft Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. FRONT 02/06/2018 REAR 02/06/2018 I BUS rP .w 1 hV f `t c �r x11 S` 8 I Y j* A SIDE 02/06/2018 r." Certification of Engineered Flood Openings In accordance with NF1P, FEMA TB 1.08, and ASCE/SEI 24-05 I hereby certify that the Crawl Space Door Systems flood vents 816CS, 12ZOCS, 1232CS, 1616CS, 1624CS, 1632CS, 2032CS, 2424C5, and 2436CS are designed in accordance with the requirements of the NFIP "Flood Insurance Manual" (2011) to provide automatic equalization of hydrostatic flood forces by allowing for the entry and exit of floodwaters, when properly Installed and sized as set forth below. This certification follows the design requirements and specifications established in FEMA Technical Bulletin 1-08, "Openings in Foundation Walls and Walls of Enclosures Below Elected Buildings in Special Flood Hazard Areas", and the ASCE Standard for "Flood Resistant Design and Construction" (ASCE/SEI 24-65). The actual vent opening measurements were determined and certified by Mr. Christopher Mark Loney, Virginia PE No. 029000. Calculations are based on the spreadsheet formulas, and °Review of certification of Engineered Flood Openings, dated January 16, 2012" prepared by Dr. Georg Reichard, Associate Professor of Building Construction, Virginia Tech. Design Characteristics Section 2.6.22 of ASCE 24 provides an equation to determine the required net area of engineered openings (A.) for a given e e� area (A.). This equation is based on the hydraulic formula for the flow rate across sharp edged orifices. 1 have utilized this equation to calculate 1) the respected flow rate through the individual openings between louvers; 2) the flow rate through the main frame opening In case the louver Is blown out during a flood event; and 3) the flow rate of water flowing through lower blades following hydraulic short tube theory. The ultimate maximum total enclosed area (A,) that can be serviced by a single vent has then been determined by utilizing the lowest Now rate of the three assessed scenarios for each vent and Is listed In Table 1. These values are based on the following assumptions: • In absence of reliable data, the rates of rise and fall have been assumed with 5 feet/hour; • The (maximum) difference between the exterior and interior floodwater levels has been assumed with I foot during base flood conditions; A factor of safety of 5 has been assumed, which Is consistent with design practices related to protection of life and property; The net area of openings (A.) as provided by the manufacturer. Installation Requirements and Limitations This certification will be voided if the following installatlon requirements and limitations are not enforced: Tables Maximum total enclosed area (A.) that can he • There shall be a minimum of two openings on different sides of each enclosed area; Iserved by each Individual model based on the • Tie bottom of each required opening shall be no more than Sit given net area of engineered openings (A.) aoove the adjacent ground level; • No temporary (e.g. during cold weather) or permanent solid cover may be placed Into or over the Rood vent that would block the automatic entry or exit of floodwaters at any time; • Where analysis indicates rates of rise and fall greater than 5 ft/hr, the total enclosed area as given in Table 1 shall be reduced accordingly to account for the higher rates of rise and fall. Certifying Design Professional ,) Model HxW [in] A. On'] A. [ftz) ❑ 11232CS 816CS 8 x 16 106 205 ❑ 122005 12 x 20 237 500 ❑ 12 x 32 306 645 [I2616CS 16 k 1S 184 395 El1624CS 16 x 24 312 670 Lp 1632CS 16 x 32 408 83S El2032CS 20 x 32 630 1240 0 2424C5 24 x 24 570 1230 0 2436LS 24 x 36 852 1765 Name, Tlrre Steve A. Gecl, President, Ged SiAssociates Engineers, Inc. lle;i r. n. (`a�(�� ly Address 2950 N 12`x Avenue, Pensacbla, FL 32503 C:'�y `� •;t/ Ucense Florida Professional Engineer, U o. 33658 NO. 33658 Signature , A I- /� /, --• i •l STATE OF Identification of the Building and installed Flood'Vents *(By Others) '0#i:.oNAL�ja%V The flood vent models marked In Table 1•) are being Installed at the following building: Building Address 22' COMMON USE RRIW of FND. 5/8' I.B. NO LD 55. '59 ay PALM TREE �k00 Pam/ M TREE _ J Q� 00 / AO BO U I BR h� O lQQ. 110' FND. 5 I.B. NO u) I n a w N m Lo ww 0 Z o a5p w-p M (n W 3.77 Eol 8'x18' PARKING SPACE FND. 5/8' 1.6. NO I.D. FND. 5/ems0 I.B. N.7030'OQ'E 21.00' (P-C) LB p46S.0.6• STAIRS & LOT 1394 OR PROPOSED MANUFACTURED HOME a MINIMUM FINISH FLOOR ELEVATION 6.0 N.A.V.D. 1988 ' 6.. STAIRS & �^ LANDING �cl y� � 4.1 6� LOT 1395 MIN. SETBACK REQ. 10' SETBACK FRONT I SIDES CNR SIDES J ry x�t REAR 5 ZNCL TECH. uSz 5.1 U I n. 0 17 LOT 1393 w 0 M W I, p1 ,FND. 5/8' ).B. NO I.D. N.0.1 'N.0.4 5' SETBACK SYMBOLS f - GARBAGE CAN UE - UNDERGROUND ELECTRIC ® - WATER METER E❑ - ELECTRIC BOX 00.00 X - EXISTING ELEVATION - CENTERLINE SURVEYOR'S NOTES 1. SURVEY OF DESCRIPTION AS FURNISHED BY CLIENT, UNLESS OTHERWISE NOTED, 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, BUILDING SETBACKS, AND/OR RIGHTS -OF -WAY OF RECORD BY ACCURIGHT LAND SURVEYING, INC. 3. ELEVATIONS SHOWN HEREON ARE RELATIVE TO NORTH AMERICAN VERTICAL DATUM OF 1988, SEE SURVEY FOR REFERENCE BENCH MARK, UNLESS OTHERWISE NOTED. 4. THERE ARE NO ABOVE GROUND ENCROACHMENTS, UNLESS OTHERWISE NOTED. S.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. LEGEND A/C - AIR CONDITIONER FIND, - FOUND CONC. - CONCRETE COV'D - COVERED I.P. - IRON PIPE I.D. - IDENTIFICATION I.B. - IRON BAR E.O.P. - ECGE OF PAVEMENT O.H.W. - OVERHEAD WIRE LB - LICENSED BUSINESS R/W - RIGHT-OF-WAY N. & W. - NAIL 6 WASHER C.M. - CONCRETE MONUMENT P.B. - PLAT BOOK PG. - PAGE N - NORTH E - EAST W - WEST S - SOUTH N.A.V.D. 88 - NORTH AMERICAN VERTICAL DATUM 1988 N.G.V.D. 29 - NATIONAL GEODETIC VERTICAL DATUM 1929 SET I.B. - SET 5/8' IRON BAR CAP N4459 (P) - DENOTES DISTANCE, ANGLE OR BEARING BY FURNISHED DESCRIPTION (F) - DENOTES MEASURED DISTANCE, ANGLE OR BEARING (C) - DENOTES CALCULATED DISTANCE, ANGLE OR BEARING LEGAL DESCRIPTION LOT 1394, NETTLES ISLAND SECTION 2, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 16, PAGES 1, 1A-1J, OF THE PUBLIC RECORDS OF ST, LUCIE COUNTY, FLORIDA. PROPERTY LOCATED IN FLOOD ZONE- AE BASE ELEVATION, 6.0 COMMUNITY PANEL NO., 120285-0311-J DATED, 02/16/2012 PROPERTY STREET ADDRESS, 1394 NETTLES BLVD. JENSEN BEACH, FL., 34957 PREPARED FOR- MACNAUGHT BOUNDARY SURVEY EARLE R. STARKEY - PROFESSIONAL LAND SURVEYOR REGISTRATION NO. 4459 - STATE OF FLOE e C. SURVEY NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL - RAISED SEAL OF A FLORIDA LICENSED LAND SURVEYOR AND MAPPER z C3 N > w s N n 0 J a w P 0 n N cu N m 0 a w rn 0 n. I N o � y K 'D o W Z. N w F II U a W z w Y J 3 U J 6 W Q w 0- W A U N U z mn w w w U W 0 F- z J z O U N LLI z z hi 7 A 1n Of Lw Z c� 0 LLI Z Q - 1 c') u VINYL SIDING, HARDI BOARD, OR EQUIVALENT SKIRTING DETAIL P.T. SILL STUD TO %P AND BOTTOM TRACK Ua4RJG (2)18 END OF S D, ONE PER FLANGE MI . E OUTRIGGER FLOOR JOISTS : 1IUB$ TO BE 0VEREDWIIH" ME996-PCf (.113 THICKNESS) FRAME 10-PLY TO DE INSTALLED WITH 1-1/4' GALVANIZED ROOFING NAILS RIIV. THE FASTENING SCHEDULE IS 3' O.C. ON ALL PANEL EDGES i O.C. ON INTERMEDIATE SUPPORTS. ALL JOINTS SHALL OCCUR ,T. 2X8 WOOD SHIM STUDS. THERMO-PLY TO BE COVERED WITH VINYL LAP SIDING, HARDI UC ONSUIVALENT. SIDING TO BE INSTALLED PER MANUFACTURER'S $"X16" CMU BLOCKS VDRY STACKED /—EXIST A SECTION "A" S-, VENTILATION NOTES 1) VENTILATION OPENINGS SHALL BE COVERED FOR THEIR HEIGHT AND WIDTH WITH A PERFORATED (1/4 INCH MAXIMUM OPENING IN ANY DIMENSION) CORROSIO AND WEATHER RESISTANT COVERING THAT IS DESIGNED TO PREVENT THE ENTRY OF RODENTS. 2) A VENT SHALL BE INSTALLED WITHIN 3'-0- OF EACH CORNER OF STRUCTURE FLOOD VENT NOTES 1) IF HOME IS TO BE PLACED IN A FLOOD ZONE, THE LAP SKIRTING WALLS WILL REQUIRE HYDROSTATIC VENTS. ACTUAL VENT LOCATIONS ARE DICTATED BY SITE CONDITIONS AND WILL BE LOCATED ONSITE BY CONTRACTOR. THE BOTTOM OF EACH OPENING IS TO BE LOCATED NO HIGHER THAN 1 FOOT ABOVE THE GRADE THAT IS IMMEDIATELY UNDER EACH OPENING. 2) FLOOD OPENINGS SHALL HAVE A TOTAL NET AREA OF NOT LESS THAN ONE SQUARE INCH FOR EVERY SQUARE FOOT OF ENCLOSED AREA SUBJECT TO FLOODING. OPENINGS MAYBE EQUIPPED WITH SCREENS, LOUVERS, OR OTHER COVERINGS PROVIDED THAT THEY PERMIT THE AUTOMATIC ENTRY AND EXIT OF FLOOD WATERS. MATELINE CONCRETE SLAB 2'xB• FLOOR JOIST .2'x6' P.T. SILL PLATE GALVANIZED METAL STUD (26 GAUGE) STUDS O V-4' O.C. GALVANIZED METAL STUD (26 GAUGE) ING CONCRETE SLAB VOITL LAP, HARDI BOARD, OR EGUIVALENT SKIRTING INSTALLED PER !UN-iACTWER INSTRUCTIONS. T1rl lr rrr4u UT % .A��NCENr .... EN' ♦ r No. 5 '. STATE : O� Z OR0\ S ` NAt 444j411IF11 , These plans and specifications compplyy with Section 1609 of the 2014 FBC-Residential (Sth Edition) V ULT =ULTIMATE DESIGN WIND SPEED = 170 MPH V ASO =NOMINAL DESIGN WIND SPEED = 132 MPH (TABLE 1609.3.1) (3 second gusts) 318 S. Scenic Hwy, Ste. Iof kle Lake Wales, FL 33853 Office: 863-589-5980 Fax: 1-866-865-2044 W O x Drawing NNar mb SMnI rT Details ine. im © WPMGHT 2013 THE FOUNDATION IS DESIGNED TO MEET THE REQUIREMENTS OF THE FEMA85 CODE IN WHICH THE FOUNDATION MUST RESIST FLOTATII AND ALL OTHER LOADS DURING THE BASE FLOOD. IN ADDITION, THE FOUNDATION IS DESIGNED TO PROVIDE RESISTANCE TO UPLIFT AND FACTCY I -BEAM' v m ao "7 u y MAX 7'-0" FACTORY 1-9FAM '-0"4'-0" O,C. I - MAX pi MAX BX GAGA �j FACTORY I -BEAN a v� h '-0' 6'-6" TYP. y MAX 7'-0" MAX FACTORY I -BEAM IIL BEARING CAPACITY. 2. CONCRETE BLOCKS ARE ONLY RATED AT 8000 POUNDS, 8000 POUND PIERS OR HIGHER MUST BE DOUBLE BLOCKED. 3. STABILIZER SYSTEM PER OLIVER TECHNOLOGIES. INC., OR EQUIVALENT AND ALL SIDEWALL ANCHORS ARE SPACED PER PLAN FOUR FOOT GROUND ANCHOR MAY BE USED. 6'-0" O.C. (ND LATERAL MOVEMENT DUE TO THE EFFECTS OF WIND AND WATER LOADS, OF THE HOME DUE TO FLOOD AND WIND FORCES AT THE BASE FLOOD. Vmn o MAX 2•_Wl MAX w Im RYM uu / uu 6' 0•_6• ---I�---�— OS''- — alo 1O 6'-0' MAX . SPACING (MATELINE) L Ea 7- TPL WN9Gw (siARO 6'-0" O.C. 33'-1' TPL WNOow AX SPACING c GROUND ANCHOR TRXINSTALLATION YIRFf BRCKEi OR E lMLI FAS)ENED TO PERIMETER RAIL W 10 WOOD SCRE MIN. I PENETRATION MIN. 14 SCREWS OR 50% SCREW HOLES FILLED, EVENLY SPACED. BRACKET MAY13F OMMn ONSITE IF IT IS INSTALLED BY THE MANUFACTURE _J 2X8 . MIN. PERIMETER RAIL 4. THE MODEL 1101 M(LONGITUDINAL& LATERAL PROTECTION) ELIMINATES THE NEED FOR MOST STABILIZER PLATES ANDFRAMETIES. EACH SYSTEM IS REQUIRED TO HAVE A FRAME TIE AND STABILIZERATTACHED AT EACH LATERAL ARM STABILIZING LOCATION. THIS FRAME TIE AND STABILIZER PLATE MUST BE LOCATED WITHIN 18' FROM CENTER OF GROUND PAN. ALL TIE -DOWN STRAPS, ETC. SHALL BE TYPE 1 FINISH B. GRADE 1, STEEL SrTMPPING 109,000 MINIMUM YIELD STRENGTH, .035' MINIMUM THICKNESS (Pf1LIUUSS OgR( MINUS .00p2�IN. Op-L ODSSMMMMM,) DIRGES PASPM ITA�REP�F00T PER SUR FCCE, 4750 POUNDS MINIMUM BREAK STRENGTH, MARKED EVERY 12 TC IS INCHES (MANUFACTURER'$ NAME AND ASTM SPEC. D 953-91 . 1 1 4 WIDTH. GROUND ANCHBY ORS SHOULD BE CERTIFIED NC,IA ND/OORR�TRI�ATTIHOWEALLY yR�EIAC NNIZTµeD LO�A RAP'&'RASHOULD BEMAT LEAST EnaUA�L TO 4725 LBS. POINTS SHALL NOT BE LESS THAN Zia OF THE BEARING PRIOR 1 OAUUING I HE SHIMS. 6. ALL TIE DOWN ANCHORS SHALL HAVE A MINIMUM 4,725 LB. ULTIMATE CAPACITY AND SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS. 7. THE STEEL FRAME OF HOME IS NOT FOR USE OF RELOCATION OF HOME AFTER SETUP, AND IS INTENDED FOR USE AS A PERMANENT FOUNDATION. 8. ALL PIERS SHALL BE CONSTRUCTED OF 8' X 8' X 16' CONCRETE MASONRY UNITS CONFORMING TOASTM C90. 9. INSTALL BLOCK PIER ON EACH SIDE OF ALL EXTERIOR DOOR OPENINGS. 10. I -BEAM SUPPORT PIERS MAY BE INSTALLED IATERALLY(90 DEGREES FROM THE ORIENTATION SHOWN ON THE FOUNDATION PLAN). MUST BE LOCATED DIRECTLY BELOW THE I -BEAM CENTERLINE. 11. ALL MASONRY PIERS MAY BE INSTALLED IN A DRY STACK SUBJECT TO LOCAL JURISDICTION 2'-T MAX a COLUMN LOADS 10 = 1285 LBS. 2O = 1285 LBS. f+7 4o..1. oi0% k7 TONAL M'4ffff-IIIIbb-04-2017 THESE PLANS AND ALL PHurw.�.. ••-- ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. FLOOD ZONE INFORMATION - FEMA MAP INDICATES THAT THIS LOT IS IN A FLOOD ZONE AE WITH BASE FLOOD ELEVATION AT V NAVD 88. -LOT SITE GROUND (ESTABLISHED) ELEVATION IS 42.' -MINIMUM FINISHED FLOOR ELEVATION TO BE 6.0 Qv '-I- -FRAME TIE -DOWN FASTENED TO GROUND ANCHOR G.A. -COLUMN ANCHOR STRAP FASTENED TO GROUND ANCHOR Q -OLIVER TECHNOLOGIES, TIEDOWN ENGINEERING, OR MINUTE MAN ANCHORS LONGITUDINAL & LATERAL BRACING SYSTEM ®-OLIVER TECHNOLOGIES, TIEDOWN ENGINEERING, OR MINUTE MAN ANCHORS LATERAL BRACING SYSTEM ONLY OEWALL MATELINE WALL TIEDOWNS-4'-V O.C. WX16' CMU BLOCKS AME CUTRIGGER DRY STACKED PIER (PER PLAN) FLOOR JOISTS FRAME 8"X16" CMU BLOCKS .T. 2X8 WOOD SHIM Z < DRY STACKED PIER EXISTING El:��SINGLE-STACKED 4' THICK SOLID BLOCK CAP 4' SLAB .� (GOOD CONDITION)�AYI d' V B"XIS" CMU BLOCKS DRY STACKED PIER . I V _:-1 4'-0' GROUND ANCHORS WITH A 5/8- SHAFT AND A 6" SINGLE DISC OR EQUIV. OPTIONAL TIEDOWN-ANCHOR HEAD ANO TEN90N ROLT SECTION " - ANCHOR HEAD WITH MIN. 51W X 3" WEDGE ANCHOR OR EQUAL. F_1 MINIMUM 4- EDGE DISTANCE Senyb Engineering Service3 THESE STANDARDS AND PLANS MEET DRAWING INFORMATION CUSTOMER: MACNAUGHT DESIGNEDFOR20 318 S. Scenlc Hwy, Ste. 100 THE W14 F B C -RESIDENTIAL L501 Emtiom ADDRESS: 1394 NETTLES BLVD., JENSEN BEACH, FL M5 PEP ROOF LIVE LOAD NAME: Lake Wales, FL 33853 CENTRAL X3ND /TAIL (HUD) MODEL#UKNOWIO AND15W Office: 863-58M980 VwT=ULTIMATE DESIGN WIND SPEED= 170 MPH (RISK CATERGORY II BUILDING) M'B'J' PLAN FOUNDATION PLAN AND DETAILS BEAWNO CAPACfTY APACITL Fm 1A88-8652044 V.m=NOMINAL DESIGN WIND SPEED= 132 MPH (RISK CATERGORY II BUILDING) 1509.3.1) HOMES DATE: 07-28,W17Sill Websile: wwW.senybenginae6ng.COm Email: in(DI@ssnybenginevIng.cam (TABLE MARK V. RIGHTER. P.E.#66196 ll fo'sJE� PROVIDED BY " S. SCENIC HWY, STE. 1GO SENYB ENGINEERING SERVICES lid SCALE: © coPrwoHr aT+s LAKE WALES, FL 33853 OFFICE: 86358958B0 =::.;rR 1 e raa -vK Fc M•SegnnUes •„e on R" omp••7 NOT PRINTED TO SCALE LAKE WALES, FLORIDA 33853 WEETIOF3