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HomeMy WebLinkAbout Foundation PlansRY I -BEAM T. 2 X8 WOOD CAP 4' THICK SOLID GAP BLOCK 8'XB'X16' CONCRETE MASONRY UNITS A PIER "A" y. GRADE EXISTING CONCRETE NOTE PIER TYPE 'A' HAS A SLAB (GOOD CONDITION) MAXIMUM HEIGHT OF 36" FROM SLAB TO TOP OF P.T. 2 X B —P.T. 2 XB WOOD CAP NiXB-XI6• CONCRETE MASONRY UNITS J. B PIER "B" ' \_POSTING CONCRETE SLAB (GOOD CONDITION) NOTE. PIERPE B54HRMAxIAAUM H SLAB O 4 TOP OF P.T. 2 X 8 STRUCTURAL LOAD LIMITATIONS: CODE EDITION: 2010 FLORIDA BUILDING CODE 3 ASCE 7-10 1. ULTIMATE DE SIGN WINOSPEED: 170 mph WIND SPEED 2 NOMINAL UESIGNWINDSPEEO: IM mph WIND SPEED �. WIN DFXPOSURECATEGORY. "D" 4. IMP ORTANCE FACTOR: 1.0 S. INTERNAL PRESSURES .2.5.9 -26.4 INTERIOR .2i9 .1.6 END S. DESIGN ROOF LIVE LOAD: 20 PSF T. DESIGN FLOOR WE LOAD: 40 PSF e. LAIN. ASSUMED SOIL BEARING CAPACITY: 10DOPSF 9. OCCUPANCY CLASSIFICATION: RD 10. CONSTRD CnONTYPE: 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 HE SUBMERGED OR II SITE MUST BE ABOVE THE FLOOD PLANE LEVEL 11 —04'=O' . O.C. MAX MAX :z C FACTORY hBEAM v .00 Z I F ' w ' I '-0' 5'-9" TYP. MAX 6'-0" MAX FACTORY I -BEAM 00 I La Z O N �'jO4'—O"O.C.M MAX y 1Y 6'-0' Q.C. E MAX SPACING FACTORY I -BEAM ?'-0" 5'-9" TYP. MAX P'—O" MAX A 6'-0' O.C. MAX SPACIN MAX MAX 5'-0" MAX SPACING (MATELINE) I® '-0 MAX MY-O' SHEARW � z z �z MrI , ; ' z ® I L5'-9" TYP. '-0 6 —0" MAX MAXI I I MAX 5'-9" TYP. '-0 11'—O" 6'-0" MAX MAX I' Xq T In rni IV I MAX THE FOUNDATION IS 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. FLOOD ZONE NOTE: HOME IS TO BE PLACED IN A FLOOD ZONE, THIS PLAN WILL REQUIRE 14 HYDROSTATIC VENTS. (BASED UPON EACH VENT PROVIDING 65 SQ. INCHES OF FREE FLOW SPACE). ACTUAL VENT FLOOD ZONE INFORMATION 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 ABOVE THE GRADE FEMA MAP INDICATES THAT THIS LOT IS IN A FLOOD ZONE THAT IS IMMEDIATELY U{ IDER EACH OPENING. I (�FOO®T FASTENER OR ATTACHMENTS AE WITH BASE FLOOD ELEVATION AT 6' NAVD 88. ONCEA ED I CONCEALED bidl� -LOT SITE GROUND (ESTABLISHED) ELEVATION IS 4.T -MINIMUM ELEVATION AT BOTTOM OF I -BEAM TO BE 7 0' ARE THER��P���I�I�fTY OF THE COLUMN LOADS 1O = 1271 LBS. O2 = 1271 LBS. 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 80D0 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. 5. 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 ' 8'X16' CMU BLOCK DRY STACKED PIER EXISTING O i0 CONCRETE SLAD I I (GOOD CONDIICN � �' i C SECTION "E—E" F-1 MATELINE WALL '-0" O.C. OUTRIGGER FLOOR JOISTS FRAME D.T. 2X8 WOOD SHIM Z —4' THICK SOLID BLOCK CAP — 8'X16' CMU BLOCKS 01 0 DRY STACKED PIER SINGLE —STACKED ANCHOR INSTALLATION EXISTING .ON .RETF INSTALLATION 4'-0" GROUND ANCHORS WITH A 5/8' SHAFT AND A 6' SINGLE DISC OR EQUIV. lLlb3-0V11 1'-10 ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR C® CE REVIEWED BY DATE 14-1- PUANgAPID PERMIT MUST BE KEPT ON JOB OR 1 •-1 Q�' v F.T. -FRAME TIE -DOWN FASTENED TO G.A. GROUND ANCHOR. • ANCHOR ANCHOR STRAP FASTENED TO GROUNE OLIVER TECHNOLOGIES OR EQUIVALENT LONGITUDINAL & LATERAL BRACING SYSTEM ®-OLIVER TECHNOLOGIES OR EQUIVALENT LATERAL BRACING SYSTEM ONLY GROUND ANCHOR INSTALLATION A EWACKET FAST09D ro PERIMETER RAL W/ /10 WOOD SCREWS MIN. I' PENETRATION WITH MIN. 14 SCREWS OR SODS SCREWHOLES FRIED, EVENLY SPACM 2XB . MIN. PERIMETER RAT. ALL TIE -DOWN STRAPS, EIC., SHALL BE TYPE 1 FLASH B. GRADE 1, STEM STRAPPING 109.000 MINIMUM YIELD STRENTH..OW MINIMUM THICKNESS (PLUS OR MINUS .002 IN. - O.D5MM) FLASH B - HOT -DIPPED GALVANIZED 2NC COATING ASTM STANDARD 123-R9A)); .6 OUNCES SQUATS FOOT. PER SURFi10E, 4750 POUNDS MINIMUM BREAK SIENGNH, MARKED EVERY 12 TO 15 INCHES (WNUFACTURER•E NAME AND ASTM SPEC. 03953-91)• 1 1/4- WIDTH. GROUND ANCHORS SHOULD BE CEIMED BY A PROFESSIOHN RC AHffM. ENGINEER AND/OR NATICHALLY RECOGNIM O.G TESTING LABORTIORY. THE MINIMUM WORKING YAX SPACING LOAD CAPACSHOULD BE AT LEAST EQUAL TO 4725 LBS Af1YNCHORS SHOULD BE EMBEDDED BELOW THE FROST LANE AND AT LEAST 12' ABOVE THE WATER TABLE lANS ®�tD A! 1. PROPOSED WaR ARE SL WECTTO AM CO CTIOAS REGLUFTED BY RELD INSPECTORS THAT MAY K TO INEO�gE ' 9 8'X16' CMU BLOCKS .r1 - ��I h'�+ A�jlMj('CC# / (�c'M q� WITH M Ole'1'bEd " ABLA CQPA$8,1 DRY STACKED PIER x om 1 S@nyl7 Engineering $eNICeS 318: THESE STANDARDS -AND PLANS MEET THE201oF.B.C.-RESIDENTIAL DRAWING INFORMATION CUSTOMER: LOWS ADDRESS: 761 NETTLES BLVD, JENSEN BCH, FL 34957 ' DESIGNED FOR 20 S, Scenic•Hwy, Ste. 100 Lake Wales, FL 33853 Phone: 863-589-5980 V., =ULTIMATE DESIGN WIND SPEED = 170 MPH (RISK CATERGORY II BUILDING) RAT ❑❑❑� F ❑❑�� I Model # UNKNOWN - " 1 11 JACOBSEN HOMES-21--8- X 50 0 133 -0 PSF �ooD PSF solL� BEARING CAPACITY NAME: M B:J Fax: 1-866-865-2044 V--=NOMINAL DESIGN WIND SPEED = 132 MPH (CATERGORY II BUILDING) (TABLE1609.3.1) pppp ... ! p❑❑p PLAN AND DETAILS ' n �IE SDATE: 04-04-201a •FOUNDATION PROVIDED BY _ F 1 D G. WOOD P.E. #4737741 LEEREDPARD WOOD 318S.ALES,L33 BTE.,DD 318 S SCENIC JACOBSEN HO ;G �:�,.1,1==�TT4rSET2.YTC=; SDAIF• SENYB ENGINEERING SERVICES LAKE WALES, 8933053 REGISTERED ER # 47 SSIONAL O OFFICE: 863-589-5980 ENGINEER # 4.737% AP EOImeeri0ganaUn1%"cPmi>wDY � NOT PRINTED TO SCALE Lake Wales, Florida 33853 SHEET, of 1 © �� ID1z