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HomeMy WebLinkAboutFoundation Plan & Detailsti I ACTORYI-BEAM 37'-0" -0" 4'-0- O.C. 6'-0" O.C. B JAOX F1MAX MAX 12'-7•SHEARwALL T MAX SPACING1 .T. 2X8 WOOD SHIM _ - - I - _ I -; ' T S LI,N�ND ALL PROPOSED l�Oi 4• THICK SOLID BLOCK CAP p ❑O O OO 1•_O• FACTORY I -BEAM �" U®JECT TO ANY CORRECTIONS 8'X16' CMU BLOCKS 5'-6" MAX MAX'REQUIRED BY FIELD INSPECTORS THAT 4- o DOUBLE -STACKED = 00 I Q ® 6'-0" MAX Ax I I INTERLOCKING p z N DRY STACKED PIER 10 I A v MAY DE NECESSARY. IN�a pO®RD ,y3TO w -0" 5'-6" TYP. F-f '-O h y�lY1PLY d�ITi j fi�L Qi"PLIleABLE CODES. PIER "A" MAX 6'-0" MA X-J MAX Mn F-1 6 -e W-r EXISTING CONCRETE FACTORY I -BEAM SLAB (GOOD CONDITION) - _ rin ODT - _ _ _ _ 1•-' QC3j ur N FACTORY I -BEAM An" I'm -� 1 2 1•_1p SYMBOLS LIJU Ulu LLLU Lulu P.T. 2 x8 WOOD CAP L6'-O" MAX �5'-0" TYP. '-0" G.A. GROUND ANCHOR. F T -FRAME TIE -DOWN FASTENED TO ' '-O 4'-0" O.C. SPACING = MAX MAX 6 -0" MAX MAX DO z 0 A (MATELINE) ANCHOR ANCHOR STRAP FASTENED TO GROUND 16- CMU BLOCKS 4' THICK SOLID BLOCK CAP STACKED PIER w '-0" 5'-0" TYP. F_1 ® 0 Q -OLIVER TECHNOLOGIES OR EQUIVALENT 1n MAX 6'-O" MA x LONGITUDINAL & LATERAL BRACING SYSTEM o FACTORY hBEAM ®-0LNER TECHNOLOGIES OR EQUIVALENT I I FF TT TT TI. fIlml FF F,T Ulmpp''TT LATERAL BRACING SYSTEM ONLY s} •� C: . G:A OO - :A O� _A: "• t7� - G. C3 G.A. T7 GA E]p� [7 - GROUND ANCHOR INSTALLATION 6'-0" O.C. 22-7' SHEARw 3s-r sHFARwuL A BRACKET FASTENED TO PERIMETER RAIL W/ /,0 WOOD SCREUS MIN. 1' PENETRATION -0 4'-0" O.C. MAX SPACING zs-r sNEARwALL WITH MIN. 14 SCREWS OR 5OX SCREYMOLES GRADE - C FILLED, EVENLY SPACED. :•.:1 w�•r;:.�..-.. PIE 'B" MAX MAX F_1 (2 )PIER CONCRETE ARIL SLAB (GOOD CONDITION) MIN.... STRUCTURAL LOAD LIMITATIONS: CODE EDrTION: 2010 FLORIDA BUILDING CODES ASCE7.10 1. ULTIMATE DESIGN WIND SPEED: 170 mph WIND SPEED 2. NOMINALDESIGNWINDSPEED: 132 mph NAND SPEED 3. WIND EXPOSURE CATEGORY: -D' 4. IMPORTANCE FACTOR: 1.0 6. INTERNAL PRESSURES: .269 28A INTERIOR •26.9 41.6 END S. DESIGN ROOF LIVE LOAD: 20PSF 7. DESIGN FLOOR LIVE LOAD: 40 PSF S. MIN.ASSUMED SOIL BEARING CAPACITY: 1000PSF S. 00CUPANCY CLASSIFICATION: R3 10. CONSTRUCTIONTYPE: VB 11. THI S BUILDING IS NOT DESIGNED FOR PLACEMENT INA HIGH VELOC rTY HURRICANE ZONE AS DEFINED BY THE FBC. 12. THIS BUILDING IS NOT DESIGNED TO BE SUBMERGED OR SUBJECTED TO WAVE ACTION WHEN LOCATED INA FLOOD PRONE OR ZONE AREA. THE BOTTOM OF THE STRUCTURAL I43rAM MUST BE LOCATED ABOVE THE BUILDING SITE FLOOD PLANE LEVEL FOR THIS BUILDING TO BE LOCATED IN A FLOOD PRONE OR ZONE AREA OR THE THE GRADE AT THE BUILDING SITE MUST BE ABOVE THE FLOOD PLANE LEVEL. 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. pf FLOOD ZONE NOTE: HOME IS TO BE PLACED IN A FLOOD ZONE, THIS PLAN WILL REQUIRE 13 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. FEMA MAP INDICATES THAT THIS LOT IS IN A FLOOD ZONE THE BOTTOM OF EACH OPENING IS TO BE LOCATED NO HIGHER THAN 1 FOOT ABOVE THE GRADE AE WITH BASE FLOOD ELEVATION AT6' NAVD 88. THAT IS IMMEDIATELY UNDER EACH OPENING. -LOT SITE GROUND (ESTABLISHED) ELEVATION IS 3.6 -MINIMUM ELEVATION AT BOTTOM OF 1-BEAM TO BE 7.0' COLUMN LOADS 1� = 2697 LBS. 2O = 2697 LBS. FOUDATION NOTES: 8"X16" CMU BLOCKS DRY STACKED PIER 1. BLOCKING SPACING BASED ON 20PSF LIVE LOAD ON ROOF AND 1000 PSF SOIL BEARING CAPACITY. a 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 of TO SPACED PER PLAN. FOUR FOOT GROUND ANCHOR MAY BE USED. a -v 4. THE MODEL 1101 "V"(LONGITUDINAL & LATERAL PROTECTION) ELIMINATES THE NEED FOR MOST STABILIZER PLATES CONCRETE SLAB AND FRAME TIES. EACH SYSTEM IS REQUIRED TO HAVE A FRAME TIE AND STABILIZER ATTACHED AT EACH LATERAL ARM (GOOD CONDITION 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. III_ 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. e SECTION "E-E" 10. I -BEAM SUPPORT PIERS MAY BE INSTALLED LATERALLY (90 DEGREES FROM THE ORIENTATION SHOWN ON THE FOUNDATION PLAN). MUST BE F-1 LOCATED DIRECTLY BELOW THE ]-BEAM CENTERLINE. 11. ALL MASONRY PIERS MAY BE INSTALLED IN A DRY STACK SUBJECT TO LOCAL JURISDICTION ALL TIE -DOWN STRAPS. E7C., SHALL BE TYPE 1 FINISH B. GRADE 1, STEEL STRAPPING 109.000 MINIMUM YIEI SIRENTH. MW MINIMUM THICKNESS (PLUS OR MINUS .002 IN. - 0.05MM) FINISH B - HOT -DIPPED GALVANIZED ZINC CCAnNG STANr1AR0 12T-89A • .s OUNCES SQUARE TOOT. PER RFACE. 47. POUNDS MINIMUM BREAK STENGTH. NARKED EVERY 12 TO 15 INCHES UFACTIIRER, NAME AND ASTM SPEC. 91), 1 1/4• WIDTH. GROUND ANCHORS SHOULD BE CERMI D BY A PROFESSIONAL ARCHITECT, ENGINEER AND/OR NATIONALLY RECOGNIZED TESTING LABORI DRY. THE MIMMUN WORKING LOAD CAPACITY SHOULD BE AT LEAST EQUAL TO 4725 LBS ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND AT LEAST 12' ABOVE THE WATER TAKE. MATEUNE WALL�j] !-D" Q.G. OUTRIGGER FLOOR JOISTS FRAME 8'X16" CMU BLOCKS DRY STACKED PIER P.T. 2X8 WOOD SHIM -4' THICK SOLID BLOCK CAP x < I 0 (0 8'Xt6" CMU BLOCKS DRY D R* STACKED PIERJ30-7-O DOUBLE -STACKED ST. EUCVCOuNw BUILDING DIVISION (INTERLOCKED) RE WED FOR CrM 'v c�C WED BY �.�.��,'������;�� R ANCHOR INSTALLATION EXISTING CONCRETE INSTALLATION 4•-O' GROUND ANCHORS WITH A 5/8• SHAFT AND A 6" SINGLE DISC OR EQUIV. INSPECTION WILL BE NIADE. Senyb Engineering Services 318. S. Scenic Hwy, Ste. 100 THESE STANDARDS AND PLANS MEET THESE THE -. 1[1 ❑❑❑❑ S]Eb DRAWING INFORMATION FETHERLIN ADDRESS: 465 NETTLES BLVD, JENSEN BCH, FL 34957 Model # TNR-CP-2219-744 DESIGNED FOR 20 PSF ROOF LIVE LOAD AND IODO PSF SOIL NAME: Lake Wales, FL 33853 ATE VULT ❑❑N❑ Phone: 863-589-5980 =ULTIMATE DESIGN WIND SPEED = 170 MPH (RISK CATERGORY II BUILPIN ) V- =NOMINAL DESIGN WIND SPEED = 132 MPH (CATERGORY II BUILDING) - T ❑�®❑ -4 M.B J. JACOBSEN HOMES-21 T-8" X 37'-0°/39'-�" BEARING CAPACITY Fax: 1-866-865-2044 (TABLE 1609.3.1) " ❑❑❑� S1ENIYB lEi�.QJri[�11E��11�Q-Jr FOUNDATION PLAN AND DETAILS PROVIDED BY DATE: 08-23-2013 LEONARDG.WOODP.E.YW7377 A,r",f1B�Ci�@' L_id�L.�,A�+C �^� Y�r�p� �,p�I� ES j.d- M0D HOMES.. �� SCALE: 318 S. SCENIC HWY, STE.100 .WOOD SIEIKVIIICIES SENTO ENGINEERING SERVICES LAKE WALES, FL 33853 REGISTERED PROFFESSIONAL OFFICE: 863-589-5980 ENGINEER#47377 NOT PRINTIED TO SCALE Lake Wales, Florida 33853' SHEET 1 OF 1 cmym© ate