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HomeMy WebLinkAboutRevision 5-7-14OFFICE USE ONLY: DATE FILED: 5- �7- / V REVISION FEE: flz5-1," PERMIT # A4 � — V �0 RECEIPT # I. LOCATION/SITE ADDRESS: ' 110Iy2al e5 b w o 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. LUCIE COUNTY CERT. #: BUSINESS NAME:�"� QUALIFIERS NAME:' - ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): FAX: 4. OWNERBUILDER INFORMATION: NAME:N I. d u1C ADDRESS: l CITY: Scd•1 STATE: ZIP: PHONE: FAX: ARCHITECT/ENGINCEER INFORMATION:" 13 Y t -) ZS ( &w NAME: ADDRESS: 1 n,1r CITY: STATE: r ZIP: PHONE (DAYTIME): FAX: SLCCC: 9/23/09 Revised 04/26/2010 E C 0 J i DORY I -BEAM -P.T. 2 X8 WOOD CAP • .r• a THICK SCUD CAP BLOCK _ .` N ,•; 8'X"6' CONCRETE $ MASONRY UNITS A IER "AIrpAnp " i •, S ,' F-1 i.•'r EI0571NO CONCRETE NOTE PIER TYPE 'A' HAS A SUB (0000 CONDITION) MAXIMUM HEIGHT OF 38' FROM SLAB TO TOP OF P.T. 2 X 8 -P.T. 2 XS WOOD CAP ` :� •; 1 B'XB'XIB' CONCRETE MAS"Y UNITS •. B IER "R" S r F-1 CONCRETE NOD CONDITION) I SLAB TO TOP OF P.T. 2 X 8 STRUCTURAL LOAD LIMITATIONS: CODE EDITION:2010 FLORIDA BUILDING CODE &ASCE740 1. ULTIMATE DESIGN VAND SPEED: 170 mph VAND SPEED 2. NOMINAL DESIGN WIND SPEED: 132 mph YAND SPEED 3. WIND EXPOSURE CATEGORY: "D" 4. IMPORTANCE FACTOR: 14 6. INTERNAL PRESSURES: +26.9 *BA INTERIOR •26.9 .31.8 END S. DESIGN ROOF LIVE LOAD: 20 PSF T. DESIGN FLOOR LIVE LOAD: 40 PSF S. MIN. ASSUMED SOIL BEARING CAPACITY: 1000 PSF 9. OCCUPANCY CLASSIFICATION: R3 10. CON8TRUCTIONTYPE: VB 11. THIS BUILDING IS NOT DESIGNED FOR PLACEMENT INA HIGH VELOCITY HURRICANE ZONE AS DEFINED BY THE FBC. 12. THIS BUILDING IS NOT DESIGNED TO BE SUBMERGED OR SUBJECTED TO WAVE ACTION WHEN LOCATED IN A FLOOD PRONE ORZONE AREA, THE B01TOM OF THE STRUCTURAL 14BEAM MUST BE LOCATED ABOVE THE BUILDING SITE FLOOD PLANE LEVEL FOR THIS BUILDING TO BE LOCATED INA FLOOD PRONE OR ZONE AREA OR THE THE GRADE AT THE BUILDING SITE MUST BE ABOVE THE FLOOD PLANE LEVEL. FACTORY 'a 10 IF U FACTORY I -BEAM 2'-0" - -0" 4'-0O.C. a MAX MAX 6'-0" O.C. F-1 MAX MAX SPACING OO O `n� C t0l &xt to to • %z to tuz v �P.j' L6'-47"" -0 6 -10" MAX MAX A -0" 6'-4" TYP. F-1 MAX 6'-10" MAX- Q uu t 6SPACINGMAX �� � �� a. � (MATELINE) - ❑ - o-- Lwj---� 1._ 1"FACTORY I -BEAU '-0" O.G.�!Ao '-0" O.C. e AX SPACING '-O]X MAX I I F-1 F-1 MAX .=X�7 -0" 5'-6" TYP. A I j MAXI6'-0" MAX I i� . I, r, THE FOUNDATION IS DESIGNED TO RESIST FLOTATION, COLLAPSE, AND IN ADDITION, THE FOUNDATION IS DESIGNED TO PROVIDE RESISTANCE 1 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 4.1' -MINIMUM ELEVATION AT BOTTOM OF I -BEAM TO BE 7.0' 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 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. 4. THE MODEL 1101 'V"(LONGITUDINAL & LATERAL PROTECTION) ELIMINATES THE NEED FOR MOST STABILIZER PLATES AND FRAME TIES. EACH SYSTEM IS REQUIRED TO HAVE A FRAME TIE AND STABILIZER ATTACHED AT EACH LATERAL ARM STABILIZING LOCATION. THIS FRAME TIE AND STABILIZER PLATE MUST BE LOCATED WITHIN 18" FROM CENTER OF GROUND PAN. S. WOOD SHIMS MAY BE INSTALLED WHEN NECESSARY BETWEEN THE I -BEAM 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 ABS AND BEARG AT ALL CONTACT POINTS SHALL NOT BE LESS THAN 213 OF THE BEARING PRIOR TO ADDING THE SHIMS. 6, 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 FOUNDATION. 8. ALL PIERS SHALL BE CONSTRUCTED OF 8" X 8" X 16" 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 I -BEAM CENTERLINE. 11. ALL MASONRY PIERS MAY BE INSTALLED IN A DRY STACK SUBJECT TO LOCAL JURISDICTION 1'-0j" IND AND WATER LOADS, AND ALL OTHER LOADS DURING THE BASE FLOOD. TO FLOOD AND WIND FORCES AT THE BASE FLOOD. HOME IS TO BE PLACED IN A FLOOD ZONE, THIS PLAN WILL REQUIRE 13 HYDROSTATIC VENTS. (BASED UPON EACH, VENT PROVIDING 65 SO. INCHES OF FREE FLOW SPACE). 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. MATEUNE WALL TIEDOWNS-4'-0' O.C. 8"X16" CMU BLOCK AME OUTRIGGER DRY STACKED PIER FLOOR JOISTS FRAME ¢ .T. 2X8 WOOD SHIM 2 -¢ 4" THICK SOUD BLOCK CAP EXISTING CONCRETE SLAB 1 •I 8'X16" CMU BLOCKS oI of (GOOD CONDITIONDRY STACKED PIER V SINGLE -STACKED M,M `_ ANCHOR INSTALLATION EXISTING CONCRETE INc_TAL LA'nON G SECTION "E-E" 4'-0" GROUND ANCHORS WITH A 5/8" SHAFT AND A F-1 6' SINGLE DISC OR EOUIV. ST. LUCIE COUNTY BUILDING? DIVISION REVIEWED FOR 00 E REVIEWED BY DATE PUNS OND PEIIMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE SYMBOLS F.T. -FRAME TIE -DOWN FASTENED TO G.A. GROUND ANCHOR. ANCHOR ANCHOR STRAP FASTENED TO GRC 0 -0LIVER TECHNOLOGIES OR EQUIVALENT LONGITUDINAL & LATERAL BRACING SYSTEM ®, -OLIVER TECHNOLOGIES OR EQUIVALENT LATERAL BRACING SYSTEM ONLY GROUND ANCHOR INSTALLATION AVRRX BRACW FASTENED TO PMMETER RAIL W/ #10 WOOD SCREWS MIL 1- PENETRATION WITH MIN. 14 SCREWS OR SOX SCREWHOLES FILLED. EVENLY SPACED. 8'X16" CMU BLOCKS DRY STACKED PIER Q g O DO 20 . MIL PERIMETER RAIL ALL TIE -DOWN STRAPS. Ef6, SHALL- BE TYPE 1 FINISH B. GRADE 1. STEEL STRAPPING 109.000 MINIMUM YIELD WREM..035' MIIMUM THICKNESS (PLUS OR MW76 .002 IN. - OASMM) FINISH B - HOT -DIPPED GALVANRED ZINC MATING $(r STANOARD 123-8LA • .8 OUNCES PFR SgWRE FOOT, PER RFACE. 4750 POUNDS MINIMUM BREAK STENOIH, MARKED EVERY 12 TO 18 INCHES (MANUFACNRER'E NAME AND ASIM SPEC. D39W-91). 1 1/4' WIDTH. GROUND ANCHORS SHOULD BE CERNFlED BY A PROFESSIONAL ARCHITECT, ENGINEER MANOR NATIONALLY RE -.1-N LOAD CAPACITY THE NtlAT LE WORKING LOAD CAPACITY SHOULD BE AT LEAST EgW1 TO 4723 LBS. ANCHORS SHOULD BE EMBEDDED BELDW.THE FROST LINE.W AT LW 12- ABOVE mrq_ �.... . fi,.. CUSTOMER: LOWE Senyb Engineering Services THESE STANDARDS AND PLANS MEET DRAWING INFORMATION ADDRESS: 761 NETTLES BLVD, JENSEN BCH, FL 34957 DESIGNED FOR zo PSF ROOF LIVE LOAD 318. S. Scenic Hwy, Ste. 100 Lake Wales, FL 33853 THE 2010F.B.C.-RESIDENTIAL DATE VuLT =ULTIMATE DESIGN WIND SPEED = 170 MPH (RISK CATERGORY II BUILDIN L� ���� Model #UNKNOWN JACOBSEN HOMES-25'-4" X42'-0B/1 V-On AND 1000 PSF SOIL BEARING CAPACITY NAME; M.Bd. Phone: 863-589-5980 Fax: 1-866-865-2044 Va =NOMINAL DESIGN WIND SPEED = 132 MPH (CATERGORY II BUILDING) (TABLE 1609.3.1) 000❑ lrAn FOUNDATION PLAN AND DETAILS�_wJC DATE: �-2014 LEONARD G. WOOD P.E. #47377 318 S. SCENIC HWY, STE. 100 LEONARD G. WOOD JACOBSEN HO, REV. 04=014 PROVIDED'BY SEWB ENGINEERING SERVICES I SCALE: LAKE WALES, FL REGISTERED PROFFESSIONAL �riNYa L:NGITJ[iTiRBNG Sf;RL'iC.TS ao EnF eer BgaA gn 0mpapy TO SCALE Lake Wales, Florida 33853 SHEET 1 OF 1 © �IT m,2 8933853 OFFICE: 663589.5880 ENGINEER # 47377 ' NOT PRINTED