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Home My WebLink AboutRESUBMITTED DOCUMENTSSCANNED BY St Lucie Count) 3 5 � 77�� L- S' I _ I �z S I 5� 2 6170173 PERMIT WORKSHEET PERMIT NUMBER Installer L-A'Sf - hi<,r\a_c k t'- License # Address of home 3`J being Installed Manufacturer f 7)� Length xwidth NOTE; if home is a single wide fill out one half of the blocking plan if home is a triple or quad wide sketch In remainder of home I understand Lateral Arm Systems cannot be used on any home (new r used) where the sldewall ties exceed 5 it 4 in. Installer's initials Typical pier spacing r 2' __ I Show locations of Longitudinal and Lateial Systems (use dark lines to show these locatiotis) MWE r ■ ■ ■ ■■ alb- _. ■.. .- ■ —E 'MwIIIIIIIIIrMi 0 . . . 1 1 1 1 1 1 1 I 1 1 i 1 1. 1 1 1 I I 1 1 -- J 1 1 I I T'r-r -i-I-i'T'T-f `r'i n`T'i-T-i-i -i-ii-T`i -f'i 'i i-I T-i--- ^i-�"1`i-i-r^1 !-1 1_.r_!_L1_. _L1_!_J.!.1.!_L_I-J. J. J. ¢_L.1 _I L.J-J_-.1.4 _L!_! J 1 L.L I f"1 11 1 l r 1 1 I 1 f f- 1 1 1 1 I I 1 1 1 1 1 1 1 1 1L1 1 11 I 1 I 1 I 1 1 I 1 i I I _L..L.1_J_4-1_L-L-L__J_!_1.L.4.4 11 1 1 1 11 I 1 I 1 11 I I 1 1 I 1 1 I 1 1' 1 1 '1-1-1-r-1•..r__l••l_y•r•r-I. .I--1-1-'!-Y'-1•-r 1-l'r-f-r-I 1 1 1 II 1 1 1 1 1 I 1 1 1 1 1 1 11 I 1 1 r•r•r•l•-1••1_T•T•r_r_I__I'1_T•r_f•r_P1••1-t•T•r •r •1••1•i•T•T •r _r _I-1•: -T-f'r -I 1 I I I 1 I 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1_! r-.1 f ^r-1--I'i' - f-r'r'i -I- i-T' f-r-i -I--I" i- `T -i -r'1 `i^1- i' T-f-i-1'-1-T- I i'1-' i -"!. J.1-' _L _L !_!_ J_1_1 _L _L!_ I_ J.1.1_L-1_J_!J_ i.L-LJ-!- i •I' -I I 11 I I r I I 11 11 I 1 I 11 1 1 1 I I I r I I_ I J_a_J L 1 L_I_J_J.J_L_L_I_ 1 1 1 I I 1 1 1 I I 1 J. 1 1 1 L1 1 1 1 .1.1. 4. L _ 1 I I I 1 I 1 I 1 I I 1 1 1 1 I 1 1 I I 1 1 1 1 1 I 1 1 1 I 1 1 1 1 1 I 1 1 4_I.J_Y_J_n-Y_4.I.MnY.Y_L.Y_L_I--1-Y-'I-f-1._Y_I_J. Y•T•Y-1-.L .1_J_J.l. r•l•_I•_I-y 1 1 1 I I 1 1 1 1 I I 1 I 1 1 1 1 I 1 I I 1 I 1 1 1 I --I•�-"-f-r•l-•I•�•Y-T-r_r-r _I--1__Y"r New Home ❑ Used Home Lpage 1 of 2 Home Installed to the Manufacturer's Installation Manual Home is installed In accordance with Rule 15-C Single wide Wind Zone If [] Wind Zone III Double wide Installation Decal # Triple/quad Serial # 9 7a(a,4- PIER SPACING TABLE FOR USED HOMES �� I nll iiIiiiiIi n 1/ • interpolated from Rule 15C-1 pier spacing table. PIER PAD SIZES 1-beam pier pad size CRO I -A % i Perim star pier pad size Other pier pad sizes (required by the mfg.) Draw the approximate locations ofmarria£ wall openings 4 footor greater'. Use this (-••� symbol to show the piers. List all marriage wall openings greater than 4 roo and their pier pad sizes below. Opening Pier pad size O R PAD I ■■i [�ir��r'��+��r c0 ME 1 1 wall em r&rye `rn, BE Irl ANCHORS Oft 5ft FRAM E TI ES within 2' of end of home spaced at V il" oc 1z�. 0Th1ER TIES Number i Longitudinal Stabil i ig Device (LSO) Sidewall Manufacturer l IV, Longitudinal Longitudinal Stabilizing Device w/Lateral Arms Marriage wall Manufacturer Shearwall TIEODWN COM PO 484Ts PERMIT NUMBER The pocket penetrometer tests are round down to psf or check hereto declare 1000 Ib, soil without testing, x x X x POCKET PENETROMETER TESTING METHOD 1. Test the perimeter of the home at6locations. 2, Take the reading at the depth of the Tooter, 3. Using 500 Ib, increments, take the lowest reading and round down to that increment. PERMIT WORKSHEET The results of the torque probe test is inch pounds or check here if you are declaring 5' anchors withouttesting A test showing 275 inch pounds or less will require 5 foot anohors. Note: Astate approved lateral arm system is being used and 4 ft. anchors are allowed at the sldewall locations. I understand 5 ft anchors are required at all centerline tie points where the torque test reading is 275 or less and where the mobile home manufacturer may requires anchors with 4P00jb holding capacity. Installer's initials ALL TESTS MUST BE PERFORMED BYA LICENSED INSTALLER Installer Name Date Tested tE2 ec nca Connect electrical conductors between multi -wide units, but notto the main power source. This includes the bonding wire between mult-wide units. Pg, um in Connectallsewerdrainstoanexistingsewer tap orseptic tank, Pg. Connect all potable water supply Piping to an existing water meter, water tap, or other page 2 of 2 Site Preparation - Debris and organic material removed Water drainage: Natural Swale Pad Other Fastening multi wide units Floor. Type Fastener: Length: Spacing: Walls: Type Fastener: Length: Spacing: Roof: Type Fastener: Length: Spacing: For used homes a min. 30 gauge, 5" wide, galvanized metal strip will be centered over the peak of the roof and fastened with gaiv, roofing nails at 2" on center on both sides of the centerline. Casket (woatho m1flnp roqutrament) I understand a properly instailed gasket is a requirement of all new and used homes and that condensation, mold, meldew and buckled marriage walls are a result of a poorly installed or no gasket being installed. I understand a strip of tape will not.serve as a gasket. Type gasket Pg. Installer's initials Installed: Between Floors Yes Between Walls Yes Bottom ofridgebeam Yes Weatherproofing The bottomboard will be repaired and/or taped, Yes � Pg, _ Siding on units Is installed to manufacturer's specifications. Yes. Fireplace chimney installed so as notto allow intrusion of rain water. Yes 1z sce aneous Skirting to be Installed. Yes --No Dryer vent installed outside of skirting. Yes _yam N/A Range downflow vent installed outside of skirting. Yes t�i -N/A Drain Imes supported at4 foot intervals. Ye Electrical crossovers protected. Yes _ Other: Installer verifies all information given with this permit worksheet is accurate and true based on the Installer Signature and or Rule 15C-1 & Date cc S �� X-C �01 ►, ssG� PERMIT WORKSHEET PERMIT NUMBER Installer L `sw nCL( W_ / ,L,ice�n-se # Address of home l�f being Installed Manufacturer Lengthxwidth NOTE: if home is a single wide fill out one half of the blocking plan If home Is a triple or quad wide sketch in remainder of home I understand Lateral Alm Systems cannot be used on any home (new r used) where the sidewall des exceed 5 ft4 in. Installer's initials Typical pier spacing } r^ I / I ielernl 'Show locations. Longitudinal L Lateral Systems (use dark lines to show I I l l i i i i i i i i i i i i i i. i i i i i. i i r•f-i 'i -I- T-r -r ---i-I`"I'i'r-i ^i -i l'S-T•i-f -i y1' i-T"i'r'r "I•Y}-i'r -r'1 1___I_!_!_J_ i_!_ti_L'1- i_l•J.�_L.�.) I r L L-L..I_,-I_J_.1_1_L ; L-I_J_J_J _L _l _I_-I-J_J,3 _L_L-L L _L 1 1 1 I I I I I 1 I I 1 I 1 I 1 1 I 1 I 1 I I 1 I 1 1 1 I I 1 I I r 1 1 I 1 r-1-"1'y`y-T-�-r-I"rry-�.r_._r_I_•I_y-•r_�_r_I-.I_�-y-y-r-L-�-1-�-y-�-r-r-1--1 11 1 1 1 1 1 1 I I 11 I I I 1 11 _1-•r'_� -_-I_T_T-r _r _P 1_ I_l••I_'r_t_r"r •1-l•1_t_r-!'_P L 1 1•-1 1 1 1 1 1 I I 11 1 1 I 1 1 1 1 1 I........ 1 1 1 1 1 r-r-I--r�-s-r-r-r-r-,-I r•k-r-rrr�-i-r-r-r-r't--I-i-r-r-r"1^'1-.'s-i -r-r-1 i -1 L I 11 f I 1 11 1 1 I 1 I 1 I 1 I 1 1 I 1 1 1 1 I 1 I I I 1 I 1 1 1 1 1 I 1 1 1 I 1 I 1 1 I 1 1 1 1 1 11 I I 1 1 1, 1• 1 1 y_!_r-i-�_I...1_y_1_4_I._,__I_y_y_r_f-4-1._I_y_y_ry_}_M-1-_j_�/.J_!_l-r-M -1_J I4_ l l i-+-.-r-I--r-I-+-r.-r-r-1--1-t-r-r-r-r-r-r y,�_.._r.1_-1--1-y-t-1.-1•-I New Home Used Home Y page 1 of 2 Horne installed to the Manufacturer's Installation Manuel Home is Installed In accordance with Rule 15-C Single wide W Wind Zone II M Wind Zone III El Double wide ❑ Installation Decal # / Triple/Quad Serial # O 70 y o2 PIER SPACINGTABLE FOR USED HOMES MM i+.7.Y�IU:xii interpolated from Rule 15G1 pier spacing table. PIER PAOS(2ES I-beam pier pad size CRO %Q10 Perimeter pier pad size Other pier pad sizes (required by the mfg.) Draw the approximate locations ofmarriag wall openings 4 foot or greater. Use this �••••i symbol to show the piers. List all marriage wall openings greater than 4 foo and their pier pad sizes below, Opening Pier pad size TIEDOWNCOMPONEMS �lii■ IBM W1 IMNNW ANCHORS 4ft 5ft_( within 2' of end spaced at 514'I Longitudinal Stabi i !g Device (LSD) Sidewail Manufaoturer rt Ue4 Longitudinal Longitudinal Stabilizing Device w/Lateral Arms Marriage wall Manufacturer __ Sheanwall PERMIT WORKSHEET PERMIT NUMBER The pocket penetrometertests are round down to psf or check here to declare 1000 lb, soil without testing. X — X — X — POCKET PENETROMETER TESTING METHOD 1. Test the perimeter of the home at a locations 2. Take the reading at the depth of the looter. 3. Using 500 Ib. increments, take the lowest reading and round down to that increment. X_ x The results of the torque probe test is AU inch pounds or check here if you are declaring 5' anchors withouttesting . A test showing 275 inch pounds or less will require 5 foot anchors. Note: Astate approved lateral arm system is being used and 4 it anchors are allowed at the sldewall locations. I understand 5 ft anchors are required at all centerline tie points where the torque test reading is 275 or less and where the mobile home manufacturer may requires anchors with 4pWild holding capacity. Installer's initials ALL TESTS MUST BE PERFORMED BY A LICENSED INSTALLER Installer Name L—iSw , G� Date Tested �� C� 13 Connect electrical conductors between multi -wide units, but notto the main power source. This includes the bonding wire between mult-wide units. Pg, um ng Connectallsewerdrainstoanexisting sewertaporseptictank , Pg._ Connect all potable water supplypiping to an existing water meter, weSertap, or other page 2 of 2 Debris and organic material removed — Waterdrainage:Natural Swale Pad Other Fastening multi wide units Floor: Type Fastener: Length: Spacing: Walls: Type Fastener: Length: Spacing: Roof: Type Fastener: Length: Spacing: For used homes a min. 30 gauge, l3" wide, galvanized metal strip will be centered over the peak of the roof and fastened with galv. roofing nails at 2" on center on both sides of the centerline. Gasket lwoatharp ro ptl n0 roq Wr...... I understand a properly installed gasket is a requirement of all new and used homes and that condensation, mold, meldew and buckled marriage walls are a result of a poorly installed or no gasket being installed. I understand a strip of tape will notserve as a gasket. Installer's initials Type gasket Installed: Pg Between Floors Yes Between Walls Yes Bottom of ridgebeam Yes eat orproo ng The bottomboard will be repaired and/or taped. Yes ----1 G' Pg, Siding on units Is installed to manufacturer's specifications, Yes ;L. . Fireplace chimney installed so as not to allow intrusion of rain water. Yes iz ace aneous Skirting to be Installed. Yes t/No Dryer vent installed outside ofskirting, Yes � N/A Range downflowvent Installed Outside ofskirtmg. Yes�N/q Drain lines supported at foot intervals. Ye Electrical crossovers protected, Yes s Other: r verifies all information given with this permit worksheet is accurate and true based on the Installer Signature &2 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY Nanmul Flood Imumne grogram IMPORTANT: Follow the instructions on pages 1-9. SECTION A — PROPERTY INFORMATION Al. Building Owner's Name Seminole Mobile Park, LLC A2. Buildingg Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 3 i18 Orange Park Avenue, lot 35 City Ft. Pierce State FI and OMB No, 1660-0008 '� Expiration Date: July 31, 20' Job#:.'13'-157C FOR INSURANCE COMPANY USE Policy Number. Company NAIL Number: :IP Code 34947 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residen�l A5. Latitude/Longitude: Lat. 27 4477 N Long. 80.3603 W Horizontals Datum: g NAD 1927 ❑ NAD 1983 A& Attach at least 2 photographs of the building If the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 5 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) N/A soft a) Square footage of attached garage N/A sq it b) No. of permanent flood openings in the crawlspace or 0 b) Number of permanent flood openings in the attached garage enclosure(s) within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade -0 c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.b NIA sq in d) Engineered flood openings? ❑ Yes ®No d) Engineered flood openings? ❑ Yes N No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State I St. Lucie CountyUnincorporated Areas 120285 St. Lucie Florida B4. Map/Panel Number B5. Suffix BE. FIRM Index Date B7. FIRM Panel Effective/ B8. Flood ZDne(s) 69. Base Flood Elevation(s) (Zone Revised Date AD, use base flood depth) 121111 02/16/2012 02/16/2012 A N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9: ❑ AS Profile ® FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for 8FE in Item 89: ❑ NGVD 1929 ® NAVD 1988 ❑ Other/Source: 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ®No Designation Date: / / ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. 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, Vl-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: "LURE" Vertical Datum: 20.385' NAVD Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 ® NAVD 1988 ❑ Other/Source: — Datum used for building elevations must be the same as that used for the BFE. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) g) Highest adjacent (finished) grade next to building (HAG) h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support Check the measurement used. 21 4 ® feet ❑ meters N , A ® feet p meters N ..A ® feet ❑ meters N . A ® feet ❑ meters N . A lK feet ❑ meters . 5 ® feet ❑ meters . 7 X feet ❑ meters �.. A ® feet ❑ meters 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. I 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. ❑ Check here if comments are provided on back of form. Were latitude and longitude In Section A provided by a 7x Check here if attachments. licensed land surveyor? X Yes ❑ No Tide President F3 r'^-�--31 FEMA Form 086.0-33 (7/12) See reverse side for continuation. ZIP Code 32962 -4416- Replaces all previous editions. ELEVATION CERTIFICATE, page 2 IMPORTANT: In these spaces, copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE I Building Street Address (Including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: City State ZIP Code I Company NAIC Number: Ft. Pierce FI 34947 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) and (3) building owner. Signature Date SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items El-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is 7 ® feet ❑ meters ® above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is Z .9 ® feet ❑ meters Q above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is N • A— ® feet Elmeters Elabove or ❑ below the HAG. E3. Attached garage (top of slab) is A IN feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is N A ® feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? C) Yes ❑ No ❑ Unknown. The local official must certify this information In Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued 8FE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name William E. Hayhurst Address 445 9th Street SW, Uni17 City Vero Beach State FI ZIP Code 32962 Signature L Date a Telephone (772) 569-6680 Comments ❑.Check here if attachments. SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s). and sign below. Check the measurement used in Items G8-G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who Is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-Issued or community -Issued BFE) or Zone AD. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement Ga. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Comments ❑ Check here ifattachments. FEMA Form 086-&33 (7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 3 BUILDING PHOTOGRAPHS See Instructions for Item A$. IMPORTANT; In these spaces, copy the otompandbg information ftm Section A. FOR INSURANCE COMPANY USE Building Sheet Address (including Apt., Unit, Suite, and/or Bldg, No.) or P.O. Route and Box No. Policy Number: 3318 Orange Perk Avenue; lot35 State ZIP Code Company NAIC Number: R pierce F9 U947 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 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 "Left Side View.' when applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will Tit on this page, use the Continuation Page. Front (7/30/131 Side (7/30/13) FEMA Form 086-0-33 (7/12) Replaces aft previous editions. U.S. DEPARTMENT OF HOMELAND SECURITY ��'ELEVATION CERTIFICATE OMB No. 1660-0008 FEDERAL EMERGENCY MANAGEMENT AGENCY Expiration Date: July 31, 2015 Normal Flood laouranu Progmm IMPORTANT: Follow the Instructions on pages 1-9. Job#: 13-157C SECTION A - PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building owner's Name Seminole Mobile Park, LLC Policy Number: A2. Bulldln Street Address (including Apt., Unit, Suite, and/or Bldg. No.) of PO. Route and Box No. Company NAIL Number: 318 Qrange Park Avenue, lot 35 city Ft. Pierce state FI ZIP code 34947 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) 2408-243-0003-000-6, Lot 35 A4, Building Use (e.g., Residential, Non -Residential, Addition, Accessory, eta.) Residential A5. Latitude/Longitude: Let, 27 4477 N Long. RO 3603 W Horizontal Datum: l] 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 5 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) N/A sq ft a) Square footage of attached garage N/A sq ft b) No. of permanent flood openings in the crawlspace or 0 b) Number of permanent flood openings In the attached garage enclosure(s) within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in AS.b N/A sq in c) Total net area of flood openings in A9.b NIA sq in d) Engineered flood openings? ❑ Yes ®No d) Engineered flood openings? ❑ Yes N No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP Community Name & Community Number TE County Name B3. State St. Lucie Coun Unincorporated Areas 120285 St. Lucie Florida B4. Map/Panel Number B5. Suffix B6. FIRM Index Date B7. FIRM Panel Effective/ B8. Flood Zone(s) B9. Base Flood Elevation(s) (Zone Revised Date A0, use base flood depth) 1211IC0178 I J 02/16/2012 02/16/2012 A N/A tsiu. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 89: ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 69: ❑ NGVD 1929 ® NAVD 1988 ❑ Other/Source: 312. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date: _ / _ / _ El CBRS l] OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® 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: "LURE" - Vertical Datum: 20.385' NAVD Indicate elevation datum used for the elevations in Items a) through h) below. ❑ NGVD 1929 N NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that iced fnr the BFF. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) g) Highest adjacent (finished) grade next to building (HAG) h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support Check the measurement used 21 4 X feet ❑ meters N A ® feet El meters N A ® feet ❑ meters N A ®feet ❑meters N . A ® feet ❑ meters — 8 • 5 CK feet ❑ meters — 8 • 7 ® feet ❑ meters --IN-. A 0feet ❑meters 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. I 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. ❑ Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a 0 Check here if attachments. licensed land surveyor? ® Yes ❑ No Certifier's Name License Number William E. Hayhurst Inc. Street SW FEMA Form 0860-33 (7/12) --S— ee side #Pr continuation. -4416- Replaces all previous editions. ELEVATION CERTIFICATE, page 2 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 PO. Route and Box No. Policy Number: 3318 Orange Park Avenue, lot 35 city State ZIP Code Compary NAIC Number: Ft. Pierce FI 34947 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments Signature SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1-E5. If the Certificate Is Intended to support a LOMA or LOMR-F request, complete Sections A, B.and C. For Items El-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG)and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) Is 2 7 C4 feet ❑ meters ® above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is Z- 9 ®feet ❑ meters Q above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions); the next higher floor (elevation C2.b in the diagrams) of the building is IJ . A— ®feet [-]meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is %% _ . A ® feet ❑ meters ❑ above or O below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is —. A O feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? C] Yes ❑ No ❑ Unknown. The local official must certify this information In Section G. SECTION F- PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, 8, and E for Zone A (without a FEMA-issued or community -issued 8FE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name William E. Hayhurst Address 445 9th Street SW, Unit 7 City Vero Beach State FI ZIP Code 32962 Signature A�� ` A rf Date a� Telephone (772)569-6680 Comments ❑ Check here if attachments. SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or Q, and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8-G10. In Puerto Rico only, enter meters. Gl. ❑ The Information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.l G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-Issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued 07. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: . — ❑ feet ❑meters Datum 09. BFE or (in Zone AO) depth of flooding at the building site: . _ ❑ feet ❑ meters Datum G10. Community's design flood elevation: . _ ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone .Signature Date Comments FEMA Form 086-033 (7/12) ❑ Check here if attachments. Replaces all previous editions. ELEVATION CERTIFICATE, page 3 BUILDING PHOTOGRAPHS See Instructions for Item A5. IMPORTANT; In these spaces, copy the corresp"r L iniarmation from Section A. FOR INSURANCE COMPANY USE Building Street Address (Including Apt„ Unit, Suite, and/or Bldg. NoJ or P.a Route and Box No. Policy Number: 3318 Orange Perk Avenue, la:t 35 €try. Pierce €'te Z3A947 Code company NAic Number: 1 , If using the Elevation Certificate to obtain NFIP flood insurance, affix at leest 2 building photographs below according to the instructions for Item AG. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. Side (7/30/13) FEMA Form 0860-33 (7/12) Replaces all previous editions. U.S. DEPARTMENT OF HOMELAND SECURITY --'ELEVATION CERTIFICATE OMB No. 1660-0008 FEDERAL EMERGENCY MANAGEMENT AGENCY Notarial Flood Insurance Program IMPORTANT: Follow the InstrUptions on pages 1-9. Expiration Date; July 31, 2015 Job#: 13-157C SECTION A - PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Seminole Mobile Park, LLC Policy Number: A2. Buildin Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P0. Route and Box No. Company NAIC Number: 3518 Oran a Park Avenue lot 35 City Ft. Pierce state FI ZIP Code 34947 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) 2408-243-0003-000-6 Lot35 A4. Building Use (e.g., Residential, Nan -Residential, Addition, Accessory, etc.) Residential A5. Latitude/Longitude: Lat. 97 4477 M Long. 80-3603 W Horizontal Datum: 9 NAD 1927 ❑ NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood, insurance. A7. Building Diagram Number 5 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) N/A sq It a) Square footage of attached garage N/A sq ft b) No. of permanent flood openings in the crawlspace or 0 b) Number of permanent flood openings in the attached garage enclosure(s) within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade 0 c) Total net area of flood openings In A8.b N/A sq In c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ®No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 61. NFIP Community Name & Community Number B2. County Name B3. State I St. Lucie County Unincorporated Areas 120285 St. Lucie Florida B4. Map/Panel Number B5. Suffix B6. FIRM Index Date B7. FIRM Panel Effective/ 68. Flood Zone(s) B9. Base Flood Elevations) (Zone Revised Date AD, use base flood depth) 121111 1 02/16/2012 02/16/2012 A N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9: ❑ FIS Profile IIR FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 X NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CSRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date: _ / / El CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® 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, V1—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: "LURE" Vertical Datum: 20.385' NAVD Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 ® NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Ch k t h a) Top of bottom floor (including basement, crawlspace, or enclosure floor) b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) 0 Lowest adjacent (finished) grade next to building (LAG) g) Highest adjacent (finished) grade next to building (HAG) h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 21 4 ec e measurement used. ® feet ❑ meters N A ®feet ❑meters N A feet ❑ meters N , A ® feet ❑ meters N , A ® feet ❑ meters _-- 18 . 5 ® feet ❑ meters _ 8 7 ®feet El meters N . A ® feet ❑ meters 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. I 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 tine or imprisonment undar 18 U.S.. Code, Section 1001. ❑ Check here If comments are provided on back of form. Were latitude and longitude In Section A provided by a IR Check here if attachments. licensed land surveyor? ® Yes ❑ No rtMA rorm u6b-u-ss i t112i See reverse side for ®pminuauon. Replaces all previous editions. ELEVATION CERTIFICATE, page 2 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: City State ZIP Code I Company NAIC Number: Ft. Pierce FI 34947 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments Signature Date SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, Brand C. For Items E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) Is 2: 7 0 feet ❑ meters N above or 0 below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is Z- . 7 ® feet ❑ meters Q above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is N _ IN feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ® feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is •y A ® feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated In accordance with the community's floodplain management ordinance? 0 Yes ❑ No ❑ Unknown. The local official must certify this information In Section G. SECTION F- PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge, Property Owner or Owner's Authorized Representative's Name William E. Hayhurst aouress 445 9th Street SW, Unit 7 City Vero Beach State FI ZIP Code 32962 Signature Date a 1 �3 Telephone (772) 569-6680 c Comments SECTION G - COMMUNITY INFORMATION (OPTIONAL) ❑ Check here if attachments. The local official who is authorized by law or ordinance to administer the community's floodplaln management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8-G10. In Puerto Rico only, enter meters. G1. ❑ The Information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who Is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. 0 A community official completed Section E for a building located In Zone A -(without a FEMA-Issued or community -Issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodpiain management purposes. G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: G9. BFE or (in Zone AO) depth of flooding at the building site: G10. Community's design flood elevation: Local Offlciai's Name Title community Name Telephone signature Date Comments FEMA Form 086-033 (7/12) ❑ feet ❑ meters Datum ❑ feet ❑ meters Datum ❑ feet ❑ meters Datum ❑ Check here if attachments. Replaces all previous editions. ELEVATION CERTIFICATE, page 3 BUILDING PHOTOGRAPHS See Instructions for Item A6. IMPORTANT; In these spaces, copy the corresponding Information firm Soctlon A. FOR INSURANCE COMPANY USE Building Street Address (Including Apt., Unit, Suite, and/or Bldg. No.) or Po. Route and Box No. Policy Number. 3316 Oranpe Park. Avenue, lot 35 City state ZIP Code Company NAIL Namber. C . Pierce Fi 34347 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 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 "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section AS. If submitting more photographs than will fit on this page, use the Continuation Page. FEMA Form 086-0-33 (7/12) Replaces all previous editions. it ACT 1-BC14 P.T. x x e IDDo CAP .T. .a x Ie Ep00 w • R• 4' THICK SOLID BLOCK CAP 8')3'1TB' CONCRETE i MASONRY UNITS 2 ,' 1 eINGLE-STACKED) •' e•Xe'Xi3' CONCRETE ABWRYSUNITS "� •.Y .•4,; (SINGLE-TACKED) H, . ,. A Jam• r A n EMAOE RUBE COVERED BOTH NHS PAD m' x te' -uIL POLYLRIVLENE PB1B NOTE: mm TYPE •A• HAS A ABS PAD N'JTV• PIER TYPE Y NAe A MAXIMUM HUGHT 6 36' feW MAOEAI FROLI OtAOE ro 1M OP P.T. I A B IBA' wNxroTOPTDP LP v.r.xKe STRUCTURAL LOAD LIMITATIONS: LEGEND moc Bomox: coMORONa BNLoaD cmEa AeaJ�w 1. uLPAATE DEBcxvnwsPffO: ® 16-X16'ABSPAD-1785LBS.CAPACTTY 111.0 wRONEEO P. NOMIN.L (4'MGNwIIp SPEED. tazlNn wPD� 17'#7 ABS PAD = 2500 SIBS. CAPACITY a. wINp EJIPDaLPE a>�ox. c A. IMPDRTANCSFACNR: 1D 8. INRRHAIROeWEY' .ao .NA NMDoaR SYMBOLS I. BeaICNROOFWFLMO'A R 7. DEBI XOORUMELOAR - NP¢ F.T. -FRAME TIE -DOWN FASTENED TO ®G.A. 0. MIN, ABBDME0601LBEANNOCAPACNY: 1021 GROUNDANCHOR. a. oDCDPAxcvcuaenumN: w TECHNOLOGIES OR EQUIVALENT to. Q-OLIVER LONGITUDINAL & TRANSVERSE BRACING SYSTEM nCAx81RUDINGIS . Twe MRLNwla xOce rN➢N®roRPLAmertNAMaNI 12.O 11 BUILO' OISNONEAa MDTO IThEfBC. N£OTOBESLBMEROEDDR u. MMEDTO -OLIVER TECHNOLOGIES OR EQUIV. WAVE A"ON PRONE OR ZONE 1�. 1HE BOT OFF p01DDeA Fl°,rnA,ADBL LONGITUDINAL BRACING SYSTEM ONLY IAEAM MOST BE LOCATED ABOVE TE BIRLCC MW RL00 PLANE III FOR .1R ILOIHG LC EE L.RD NA RCOD PHONE OR ZONE AREA SI MUaT BE A.. IP FL ..M-ANE�LEVaT�� FOUDATION NOTES: 1. BLOCKING SPACING BASED ON 20PSF LIVE LOAD ON ROOF AND 1000 PSF SOIL BEARING CAPACITY. 2. CONCRETE BLOCKS ARE ONLY RATED AT 80DO POUNDS, SOM 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. 4. THE MODEL 1101 V(LONGITUDINAL B LATERAL PROTECTION) ELIMINATES THE NEED FOR MOST STABILIZER PLATES AND FRAME TIES. EACH SYSTEM IS REQUIRED TO HAVEA FRAME TIE AND STABILIZER ATTACHED AT EACH VLTERALARM STABILIZING LOCATION. THIS FRAME TIE AND STABILIZER PLATE MUST BE LOCATED WITHIN 18' FROM CENTER OF GROUND PAK S. WOOD SHIMS MAY BE INSTALLED WHEN NECESSARY BETWEEN THE ABEAM AND THE TOP OF THE PIER SHIMS SHALL BE FREE OF KNOTS, SPLITS, AND SIMILAR IMPERFECTIONS. SHIMS SHALL BE OF P.T. LUMBER CEDAR OR ASS AND BEARS AT ALL CONTACT POINTS SHALL NOT BE LESS THAN 20OF THE BEARING PRIOR TO ADDING THE SHIMS. 8. ALL TIE DOWN ANCHORS SHALL HAVE A MINIMUM 4,725 LB. 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 FOUNDA S. ALL PIERS SHALL BE CONSTRUCTED OF r Xr X IB' CONCRETE MASONRY UNITS CONFORMING TO ASTM C90. 9. INSTALL BLOCK PIER ON EACH SIDE OF ALL EXTERIOR DOOR OPENINGS. 10, I -BEAM SUPPORT PIERS MAY BE INSTALLED LATERALLY (90 DEGREES FROM THE ORIENTATION SHOWN ON THE FOUNDATION PLAN), MUST BE LOCATED DIRECTLY BELOW THE ]-BEAM CENTERLINE. 11. ALL MASONRY PIERS MAYBE INSTALLED W A DRY STACK SUBJECT TO LOCAL JURISDICTION F,_O„ MAXI FAI Q vzx —2" 'MA O� X MAXI IA7fGL1 A F-t MAX MAX MAX 31'-O' DOOR START iV-O'FRONT DOOR START 4•-O' DOOR ENO 13'-O' FRONT DOOR END THE FOUNDATION 18 DESIGNED TO RESIST FLOTATION, COLLAPSE, AND LATERAL MOVEMENT DUE TO THE EFFECTS OF WIND AND WATER LOADS, AND ALL OTHER LOADS DURING THE BASE FLOOD. IN ADDITION, THE FOUNDATION IS DESIGNED TO PROVIDE RESISTANCE TO UPLIFT AND OVERTURNING OF THE HOME DUE TO FLOOD AND WIND FORCES AT THE BASE FLOOD. GRADING UNDER THE HOME SHALL BE CROWNED TO PROVDE POSITIVE SLOPE TO EXTERIOR OF HOME. IEMA MAP INDICATES THAT THIS LOT IS IN A FLOOD ZONE A .LOT SITE GROUND (ESTABLISHED) ELEVATIONS ARE 158, r� AN) iB.T SQ7 ' •MMMUM ELEVATION AT BOTTOM OF I -BEAM TO BE 21.T 6T. LVCIE COUNTY BUILDING DIvI0ION REVIEWED FOR GOM OE REVIEWED BY DATE PI ANS AND PPRUIT < PT ON JOB OR NO INSPE LF4, 1 �Tlmow TIEDDws-e-o• IS DAME OUTRIGGER FLOOR JOISTS ER Q <v � m 1 �..R FRAME .T. DBB MOOD SWM B'X19' CYU N.g7(S ORY 5fAgEFD CSINCLE-STALKED) x 8 FLOOR JOIST U. TIEDONN STRAP _L THREAD LAGS 111 .]'A EHRf GROUND ANCHMO'RR INSTALLATION tw/ /toe > BER W ISM WA 14 eCREWe of BBR YAflNMRFS III EVENLY SPICED. xY . YN PERYEIER RML ILL TE-Bove BTRAPs e.MI.s BNMA BE 0,o M NNHH B DAME 1, BTED. E' wN c THICID YaWIM BEE STRPN I .07a' NHNUM MCIINFBS FRESH OR ANUS ABx IN, 0.03414) MAN B - INIi-pPPED GALVANIZED 2NC CaEM SfAM23-Ra RRO .e DUNBH MITI. PER FAOF. Am FONDS NNIWN mw STENCH. WRIT tx TO 13 :ONES INNWFICIURER'f NWE AND ASM sEC. WGV-a 11. 1 M/s vEI aOUD ANCHORS SHOULD BE CWRED BY A PROFESSIONAL NBCMNECI. EKOOEFA AND/OR NA MNAALY RecOONQED 44'-0' O.C. TESTND DeORTORI. LE MNANN BOEAIp Lao aHVCRY SNOULB a AT L r TO MAX SPACING 479a Iffi. AHHaS SNOUO W EM&BOED BELON ME FPoHT UNE AND AT LEA4B W ABOVE THE YNTER TABLE. Senyb EN Ineedn9 Services B THESESTAND. STANDARDSANDPLANS MEET /1 \^ l'\�) dLAYr1NG INFORMATION LOrange DESIGNEDLIVE 318. S. Scenic Hwy, Ste. 100 THE 2010FBC.-RESIOENTIA4 l\\V�'11GVVl e..GIB. Pl Park Ave., Address: 33180rangeParkAve.,Ft.Plerce,FL34947 ��LNEL� LOAD NAME: Lake Wales, FL 33853 VM -ULTIMATE DESIGN WIND SPEED- 170 MPH III CATERGORY It BUILDING) DAT / Maj. FOUNDATION PLAN AND DETAILS AND 10W PBF BOIL BEARING CAPACITY Phone: 663589-5980 V•N.NOMINAL DESIGN NAND SPEED- 132 MPH(CATERGORY II BUILDING) _ PROVIDED BY DATE: Fax 1-866-865-2044 (/r' (TABLE 1608.3.1) / ! �� LEONARD G. WOOD P.E. III 318 S. SCENIC HWY, STE. 100 LEONARD G.W D ENGINEERING 1105101E SEMIS ENGINEERING SERVICES F'1 �NOTFRINT TO SCALE OFFICE:86Me9,6980 REGISTEREDPROONAL SERVICES Lake Wales, FL33853 MtEET1oP+ p vRRAPF, Ml,ENGINEER 11147377 , , BE JN e EE _ .. .. r • 1 I I II it I IM I EE r • i I li l I F I M • It. ALIORY 12 P.T. 2 X S WOOD CA➢ • .i, XA II000 CAP =W �. 4' THICK SOW MOCK CAP •T••• -.' ny '•" S'NS'XIV CONCRETE 2 MASONRY UNITS SINGLE -STACKED) o 9'RB'X16" CONCRETE ASCII UNITS M r!.Y• (SINGLE -STACKED) .. • A PI "A" IIER w n Ir . 22• �AOE aux ODWRFD MM JMs PAD 1e' xN PaTE11MJ11 RIMNOTE: 'A• a AD A65 PNGTE: REP TYPE HAS A PIER TYFE 'e' HAS A MAMYUM HEIGHT KY e6" MEN, 1-- M MIGHT OF ex" FROM GRADE TO TOP a P.T. 2 X 9 GRATE TO TOP OF P.T. 2 X 9 STRUCTURAL LOAD LIMITATIONS: LEGEND CODE EDITION: KID FLORIDA BUILDING W°®aAOGEx,o ,. unMATEGEexnwwM®, ® 16"XI6"ABSPAD=1785LBS.CAPACITY tmmFN Wxmv® x. xoRigm �vnwENEEN, : ® 1rxW ASS PAD= 2500 LBS. CAPACITY i. WIND Exp... CAMON, C^ A IRPORFANCEFASTDR 18 0. INIERNALM .S'. I N8B �mx �° �' �° END SYMBOLS N. oRx°NRGOFUELan m rNP T. DIED ON FLOOR LNE LOAD: '^J" F.T. -FRAME TIE -DOWN FASTENED TO ® S. nKA99WEESOILBFARNOGPAtl SEEM G.A. GROUND ANCHOR. R. occwAxm cuBRPrwnGN. RE -OLNER TECHNOLOGIES OR EQUIVALENT m. coN11 o11r w n. THI] EUILCING IS NOT DERIONSFORPACEMENFINAHca Q LONGITUDINAL BRACING SYSTEM YELOCmxuRRunEZONE AB CERII2 RVTEPoC I2. THe aMLnxP la x]T Gemr®roeeeLesm®Da ®-OLIVER TECHNOLOGIES OR EQUIV. e1.aMCFW ro wArE ArnoxwlelLouT®nARDaD rFMNR ORmxe AaRA. nM loT,axmTIEm1GxTMRAI LONGITUDINAL BRACING SYSTEM ONLY I.BEAm ee AIGN DkID w1111 1111 I KANE LEVEL FO R TxIB BUROI NG TO EE LGu1Hl IN A FlAOO rl TO 11* PROSEoa INSNEOW on n1I n1EGM ILdV' LE17 W,6 Mt6FBE ABOVEnf fLOLOHAIELwA9- FOUDATION NOTES: 1. BLOCKING SPACING BASED ON 2DPSF LIVE LOAD ON ROOF AND 1DD0 PSF SOIL BEARING CAPACITY. 2. CONCRETE BLOCKS ARE ONLY RATED AT BODO POUNDS, 8000 POUND PIERS OR HIGHER MUST BE DOUBLE BLOCKED, 3. STABILIZER SYSTEM PER OLIVER TECHNOLOGIES,INC., OR EQUIVALENT AND ALL SIDEWALL ANCHORSARE SPACEDPERPIAN. FOUR FOOTGROUND ANCHOR MAYBE USED. 4. THEMODEL1101'V'LONGITUDINALBLATERAL PROTECTON)ELIMINATES THE NEED FOR MOST STABILIZER PLATES ANDFRAMETIES. SYSTEM IS REQUIRED TO HAVE A FRAME TIE AND STABILIZER ATTACHED AT EACH LATERAL ARM STPBYJLNG LOCATION. THIS FRAME TE AND STABILIZER PLATE MUST BE LOCATED WITHIN 18' FROM CENTER OF GROUND PAN. 5. WOOD SHIMS MAY BE INSTALLED WHEN NECESSARY BETWEEN THE 14SEAM AND THE TOP OF THE PIER SHIMS SHALL BE FREE OF KNOTS, SPLITS, AND SIMILAR IMPERFECTIONS. SHIMS SHALL BE OF P.T.LUMBER, CEDAR, OR ASS AND BEARG AT ALL CONTACT POINTS SHALL NOT BE LESS THAN 2J3 OF THE BEARING PRIOR TO ADDING THE SHIMS. S. ALL TIE DOWN ANCHORS SHALL HAVE A MINIMUM 4,725 LB. CAPACITY AND SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS. 7. THE STEEL FRAME OF HOME IS NOT FOR USE OF RELOCATON OF HOME AFTER SETUP, AND IS INTENDED FOR USE AS A PERMANENT FOUNDA S. ALL PIERS SHALL BE CONSTRUCTED OF B'XB'X 1V CONCRETE MASONRY UNITS CONFORMING TO ASTM C90. 9. INSTALL BLOCK PIER ON EACH SIDE OF ALL EXTERIOR DOOR OPENINGS. 10. WEAN SUPPORT PIERS MAY BE INSTALLED LATERALLY 19D 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 I._O„ MAX 5'-2" TYP 5,-2" MAX 16 m J F-1 - MAX MAX MAX 31'-0" DOOR START—IV-0"FRONT DOOR START Sa'-0" DOOR ENO IS-0r 'FRONT DOOR ENO THE FOUNDATION 11 DESIGNED TO RESIST FLOTATION, COLLAPSE, AND LATERAL MOVEMENT DUE TO THE EFFECTS OF WIND AND WATER LOADS, AND ALL OTHER LOADS DURING THE BASE FLOOD. IN ADDITION, THE FOUNDATION IS DESIGNED TO PROVIDE RESISTANCE TO UPLIFT AND OVERTURNING OF THE HOME WE TO FLOOD AND NAND FORCES AT THE BASE FLOOD. - GRADING UNDER THE HOME SHALL BE CROWNED TO PROVIDE POSITIVE SLOPE TO EXTERIOR OF HOME. - IFMA MAP INDICATES THAT THIS LOT IS IN A FLOOD ZONE A -LOT SITE GROUND (ESTABLISHED) ELEVATION$ ARE 185, AID 18.T 34Jr-Q 46WMUM ELEVATION AT BOTTOM OF 14EAM TO BE 2I.7' ST LpCIM COUNTY 13UILQINQ DIVISION REVIEWED FOR COM CE REVIEWED BY DATE m LJzx I OF %tHT ON JOB OR NO INSPE(t1V"f%W1 nm uA, FLOOR JOISTS A X v b i0 y'p II FRAME T. LU WODO SHIM Z 9'XI6" CMU MACES p DRY STACKED (eNKAE-STACIQD) TD �rrr t 1� DEWALL (ANA4flO 6/e" 1 3' ALL nE-DD'AN SmJn, ErG. SIvu BE TYPE I x 6 FLOOR JOIST FNISH a GRADE 1. SM NONN IHG TORDOG MNMNM YLTL STEM AGE- M44w NOSINESS DEWALL TIEDOWN STRAP IRLE OR 4nU$ .WE K - G.ow4) 5/16' X 3' FULL THREAD LAGS FNSN B - HOT-OPPED GKVNIIEDAIC CMTNG RsNwD Tme6A OUNCES E. BRACKET INTO OUTER MOST 47e0 aRUJK srtnGM, 4MNLE0 DEwJ RIM JOIST AT EXTERIOR WALLS. ZVMxwuM 1210 IS eCKS IMMIFACIVxERE H4E FxP FSGI sPEc. Ix I I/a' wUFIF. GROUND ANCHOR INSTALLATION EDflMM yTqX REDOMJB-4'-0' D.C. W/ PIRMKIT P OSJEDROMETROnOR 4 SEEM OR SEE MF6LEA OAI SPACED. NM . MR. PERIMETER "L ALLPE STOUPS, ER., SIWL INS TroE 1 AI611 g ELID S ,• STEEL SIMFPHG IpTHECK NWMIM YEiO ST am i .Q- : oSmo 1MCNNE55 FINIS OR HCff .GO2 IN. - ODEMN) NItlH B - Ipi-pPPED GLVNNEfD ZINC dwepm'"IM K INCOME BRIN STDCI. MARKED DAER 12 TO 1S INCHES UFKME NNE ANEEG.D KTY e2)R1/P MOM. GROIN ANCHORS SHOULD BE CmmED BY A wnF&SSIGruL AACNTECT, ENaIIER N!D IulKKVllr RECWNIZEO 1FSIRM THE YMIWI4 wDnQFG I14D CAPACITY LKUID EAT LENS!` FILIAL TO 473E M ANWGRS STMMD K ELlLODED S BFIbDIE I NNE NIO AT IEJSf IY AED.E TE MTER TAWF. SeDY0 E0gineern@Services 318. S. SCCDIC HWy, THE M10FSDARDS IDENTANS MEET THE 2010 F B C -RESIDENTIAL OMWWGINFpeMT10N LOT #35(ark Ave. 661 Pi Address: 3318 Orangepark Ave., Ft Pierce, FL 34947 pEBIGNED FGR2K1 LrvE Lu+G PAND SIS, 100 ��I�K NAME: IM 1000 PSF Lake Wales, FL 33853 Vw =ULTIMATE DESIGN WHO SPEED= 170 MPH RISK GTERGORY II BUILDING) 7DAT4 C' M.BJ. FOUNDATION PLAN AND DETAILS ,WTI SOIL BEARING GPACI V Phone: 8635®9598Q Vm=NOMINAL DESIGN NANO SPEED =132 MPH(GTERWRY IIBULDIND) -. PROVIDED BY 11-0s301s Fax: 1.866-6W2044 (TABLE 16093.1) LEONARD G. WOOD P.E. 94TSn SENDATE: "- � FM 1 3188' SCENIC HWY, GTE. 100 LEONARD G.W OD ENGIuNElE)RING SEM ENGINEERING SERVICES �A� Hor PRRr1EGTnacN.E LAIFICE. E3.58MOO REGISTEREDNGINE OFFICE: 883564696E SEIKVIC ES Lake Wales, FL 33853 SEEM OPI ®xRr� ., R#OFFES7IONAL � J 1 11 III - I I III J I fl I IIII �,Ii11 I I IIII Ili l I I III � I'lYjl rryl II IIII II fill I 'III I' IIII �� I I I I �II IIII III ' j' I I II II I I III I �I I I IIII IIII I I IIII IIII I i II I `III II lil IIII III I � II III ill I y I I IIII �I I I I I "I I Ili I i ail' I III IiI ,j I IrI 11 I I, 1 II I I I I I II