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HomeMy WebLinkAboutANCHOR INSTALLATIONACTORY 1-BEAM 1 3��-a ,a.�_ �-,ti�. rr��c_z. Wiz? � I. • �• 4' THICK SOLID CAP BLOC( Z 16' CONCRETE •.: MASONRY UNITS IMAGE A PIER "A" F-1 EX _NG CONCRETE NOTE. PIER TYPE 'A' HAS A 9AB (GOOD CONDITION) MAXIMUM HDOHT OF 36' FROM SLAB TO TOP OF P.T. 2 X 8 -P.T. 2 XB WOOD CAP _ T 8'X8•Xi6' CONCRETE ,;,:a• MASONRY UNITS B PIER "B" • F-1 GRADE ET05RNO CONCRETE SLAB (GOOD CONDITION) I SLAB TO TOP OF P.T. 2 X 8 I STRUCTURAL LOAD LIMITATIONS: CODE EDITION: 2010 FLORIOA BUILDING CODE & ASCE 7-10 1. ULTMATEDESIONWINDSPEED: •170 mph WINDSPEED 2. NOMINALDESIGNWINDSPEED: 132 mph WIND SPEED 3. WIND EXPOSURE CATEGORY: -D" 4. IMPORTANCE FACTOR: 1.0 5. INTERNAL PRESSURES: -2 .9 .28.4 INTERIOR .25.9 -31.5 END 0. DESIGN ROOF LIVE LOAD: 20 PSF 7. DESIGN FLOOR WE LOAD: 40 PSF 8. MIN. ASSUMED SOIL BEARWG CAPACITY: IGDOPSF 9. OCCUPANCY CLASSIFICATION: R3 10. CONSTRUCTION TYPE: VS 11. THIS BUILDING IS NOT DESIGNED FOR PLACEMENTIN A HIGH VELOCITY HURRICANE ZONE AS DEFINED BY THE FBC. 112. 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 I$EAM 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 ATTHE BUILDING SITE MUST BE ABOVE THE FLOOD PLANE LEVEL !'-0' 4'-0" ( MAXI' MAX I U.0 FACTORY I -BEAM a � v Z i00 0 N -o" 6'-2" TYP. MAX 6 -6" MAX FACTORY 1_BEAM 6'-0" O.C. MAX SPACING p WA: p D -��-- 1�I N '-D FACTORY 1-13EAM MAX m oz 5'-8' TYP. o F -0" uj MAX 6'-0" MAX] FF �•A -0'14'-O- O.C.1 MAX MAX F_I MAX 1'-101" 4 ST. LUCIE COUNTY BUILDING DIVISION ® v REVIEWED LIS -2" TYP. -o �„ FOR co CE REVIEWED 6 -6" MAX MAX i DATE '-o PaNt AWD PERMIT MUST BE KEPT ON JOB OR 1171 MAXI lulo'-�- . 1 --4:------ �' 2 A r-1 oi" SYMBOLS— hi o L5 JoGROUND F.T. -FRAME TIE -DOWN FASTENED TO 6'-0' MAX B" TYP. ANCHOR. SPACING 6 -0AX M ri[ I COLUMN ANCHOR STRAP FASTENED TO GROUND ANCHOR (MATELINE) A OLIVER TECHNOLOGIES OR EQUIVALENT ® LONGITUDINAL & LATERAL BRACING SYSTEM I ®-OLIVER TECHNOLOGIES OR EQUIVALENT .Z -A o- yA E 1 -0�" LATERAL BRACING SYSTEM ONLY - �:]L N: GROUND ANCHOR INSTALLATION 6'_Q, D'C' B AX SPACING C ,-D AVIRX BRACKET FASENED TO PERIYETEN RNL W/ 010 WOOD SCREWS MIN. 1• PIVEZ ION F-I F-1 MAX WITH YIN. 14 SCREWS OR 50% SCREWHOLES FLLID• EVENLY SPACED. 38'-0" I 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 EACF VENT PROVIDING 65 SQ. INCHES OF FREE FLOW SPACE). ACTUAL VENT FLOOD ZONE INFORMATION LOCATIONS ARE DIC'ATED 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 AT 6' NAVD 8B. THAT IS IMMEDIATEL'! UNDER EACH OPENING. .LOT SITE GROUND (ESTABLISHED) ELEVATION IS 4.3' -MINIMUM ELEVATION AT BOTTOM OF I -BEAM TO BE 7.0' COLUMN LOADS 1O = 3177 LBS. O = 3177 LBS. FOUDATION NOTES: 1' 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-W(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 2/3 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. -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 , f 8"X16' CMU BLOCK DRY STACK 0 PIER F � EXISTING O i0 CONCRETE SLAB I 1 (GOOD cONDrnoNj\t,''t G SECTION "E-E" F-1 MATELINE WALL '-0' G.C. OUTRIGGER FLOOR JOISTS FRAME D.T. 2X8 WOOD SHIM z -4" THICK SOLID BLOCK CAP - 8"X16" CMU BLOCKS o DRY STACKED PIER 1 _1 SINGLE -STACKED N,' 2X8 . MIN. PERIMEIFR'RAIL ALL TIE-WNN STRAPS. ETC, SHALL BE TYPE 1 FINISH B. GRADE 1, STEEL STRAPPING 109,000 MINIMUM YIELD STRENTH, .035" MINIMUM THICKNESS (PLUS OR =NUS .002 N. - 0.05MM) FINISH B - HOT-OIPPFD CALVAN= >OLc COATING ASTY STANDARD 123-89A ; .8 OUNCES SQUARE FOOT, PER RFACE. 4750 POUNDS MINIMUM BREAK STENWH. MARKED EVERY 12 TO 15 INCHES (MANUFACRI EN'E NAME AND ASIM SPEC mI53-91), 1 1/4' WIDTH. GROUND ANCHORS SHOULD BE CERTIFIED BY A PROFESSIONAL ARCHITECT. ENGINEER AID/011 NATIONALLY RECOGNIZED TESONG LABORTrORY. THE MINIMUM WORKING LOAD CAPACDY SHOULD BE AT LEAST EQUALTO 4M LBr, ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND AT LEAST 12' ABOVE THE WATER TABLE THESE ILANS AND ALL PROPOSED WORT ARE SU& JECT TO AMY COIRECT1099 UF ED BY RELO INSPEMAS THXT 8"X16' CMU 13LOCKS� a E( hI E C EQQ� � �KR TO DRY STACKED PIER "�` CO WITH ALL. APPUCA84 CAPES, O. I I It.It C0 1 FASTENERS OR ATTACHMENTS ANCHOR INSTALLATION EXISTING CONCRETE INSTALLATION ATON 4'-0' GROUND ANCHORS NTH A 5/8' SHAFT ANDp� 6' SINGLE DISC OR EQUIV. �{j� E THE RESPONSIBILITY OF THE I L E ^^ ry Senyb Engineering Services 318. S. Scenic Hwy, 10o THESE STANDARDS AND PLANS MEET THE 26i0 F.R.C.-RESIDENTIAL DRAWING INFORMATION CUSTOMER: WEINERMAN ADDRESS: 526NETTLES BLVD, JENSEN BCH, FL 34957 DESIGNED FOR 20 Ste. Lake Wales, FL 33853 Phone: 863-589-5980 VmT =ULTIMATE DESIGN WIND SPEED = 170 MPH (RISK CATERGORY II BUILDING)r D T 01❑Q . 0®pIM.B.J. !EHEIDE] Model # UNKNOWN +- + +- ++ JACOBSEN HOMES-21 8" X 41 0 /38 0Fax: PSF ROOF LIVE LOAD AND HOOK PSF SOIL BEARING CAPACITY NAME: V-=NOMINAL DESIGN WIND SPEED =132 MPH (CATERGORY II BUILDING) - ®®0 DATE: 04.04-2014 1-866-865-2044 / (TABLE 1609.3.1) /// ...S�] E S FOUNDATION PLAN AND DETAILS PROVIDED BY F-1 ' LEONARD G. WOOD P.E. #47377 318 S. SCENIC HWY, STE. 100 EONARD G. WOOD CE) 4 tiE;T SENYB ENGINEERING SERVICES SCALE: © m+= LAKE WALES, FL 33853 REGISTERED PROFFESSIONAL OFFICE: 863-589-5980 ENGINEER # 47377 s <�<c1 �£ �T:xss Icr - .1h E+,X,ncering aha Dn;gn Cnmpnny NOT PRINTED TO SCALE Lake Wales Florida 33853 + SHEET 1 OF 1