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HomeMy WebLinkAboutPlansTHEFOUNDATION ISDESIGNEDTO MEETTHE REQUIREMENTS OF THE FEMA85 CODE IN WHICH THE FOUNDATION MUST RESIST FLOTATION. COLLAPSE AND LATERAL MOVEMENT DUETO 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 UPUFTAND OVERTURNING OF THE HOME DUE TO FLOOD AND WIND FORCES AT THE BASE FLOOD. 0 0' O.C. MAX&k &k — — COLUMN LOADS 61 — — — — — — — O = 2505 LBS. FACTORY I-eEAAI O = 2505 LBS. 0 MAK 6'-6- MAX (MATELINE) F-1 MAX FACTORY 1-M MAX PERIMETER PIERS ARE ONLY REQUIRED AT THE MANUFACTURER INSTALLED MARKER LOCATIONS AND PLAN GROUND ANCHOR INSTALLATION AV BRACKET OR EQUAL FASJENED TO PERIMETER RAIL W 10 WOOD SCREWS MIN. 1 PENETRATION W MIN. 14 SCREWS OR 50% SCREW HOLES FILLED, EVENLY SPACED. BRACKET MAYBE OMITIEO ONgfTE IF R IS INSTAI I m W THE MANUFACTURER , 2X8 . MIN. PERIMETER RAIL ALL TIE -DOWN STRAPS. ETC., SHALL BE TYPE 1 FINISH B, GRADE 1, STEEL STRAPPING 109.000 MINIMUM YIELD STRENGTH, .035' MINIMUM THICKNESS (PLUS OR MINUS .002 IN. - 0.05MM) FINISH B - HOT -DIPPED GALVANIZ ZINC COATING (pA5T1A STANDARD 123-B9A - .6 POUNDS MINIMUM BREAK STRENGTH , RW RKED47EVERY ANDTASTM INCHES 957 91�. I 1 4'NAID7H. GROUND ANCHORS SHOULD BE CEROFIED BY A PROFESSIONAL ARCHTECT 1TEESSTING LAB0�0TORYY.. THE MINIMUM ULTIMATE LOAD CAPACITY SHOULD BE AT LEAST EQUAL TO III. BEARING CAPACITY. 2. CONCRETE BLOCKS ARE ONLY RATED AT8DDO POUNDS, B000 POUND PIERS OR HIGHER MUST BE DOUBLE BLOCKED. 3. STABILIZER SYSTEM PER OLIVER TECHNOLOGIES. INC., OR EQUNALENTAND ALL SIDEWALLANCHORS 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 FRAMETIES. EACH SYSTEM IS REQUIRED TO HAVEA FRAME TIE AND STABIUZER ATTACHED AT EACH ULTERALARM STABILIZING LOCATION. THIS FRAME TIE AND STABILIZER PLATE MUST BE LOCATED WITHIN 1B• FROM CENTER OF GROUND PAN. E. WOOD SHIMS MAY BE INSTALLED WHEN NECESSARY BETWEEN THE I -BEAM AND THE TOP OF THE PIER SHIMS SHALL BE FREE 01 6. ALLTIE DOWN ANCHORS SHALL HAVE A MINIMUM 4,725 LB. ULTIMATE CAPACRYAND SHALL BE INSTALLED PER THE MANUFACTURERS SPECIFICATIONS. 7. THE STEEL FRAME OF HOME IS NOT FOR USE OF RELOCATION OF HOMEAFTER SETUP, AND IS INTENDED FOR USE ASA PERMANENT FOUNDATION. B. ALL PIERS SHALL BE CONSTRUCTED OF W X B'X IE CONCRETE MASONRY UNITS CONFORMING TO ASTM C90. B. INSTALL BLOCK PIER ON EACH SIDE OFALL EXTERIOR DOOR OPENINGS. 10. I -BEAM SUPPORT PIERS MAYBE 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 MAX THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REOUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO f COMPLY WITH ALL APPLICABLE CODES. I B'X16' DRY S' (PER h EXISTING CONCRETE SLAB (GOOD CONDITIO c ECTION "E-E.1 F-1 •A II I I JTA.AA, ••.•��NGENT �''' No. 56196 STATE OF •=Tv % Gam•% ' NAL 1,0181111 0`2-12-2019 1103- C)OC(S ST. LUCIE COUNTY B I NG D: REVIEWED FOR COMP L REVIEWED B FLANS AND ERMIT M T BE KEPT ON SITE OR NO NSPE( 4 W'I1 BE P COURACTOR OF RECORD. FLOOD ZONE INFORMATION - FEMA MAP INDICATES THAT THIS LOT IS IN A FLOOD ZONE AE WITH BASE FLOOD ELEVATION AT 6' NAVD 88. -LOT SITE GROUND (ESTABLISHED) ELEVATION IS 42: MINIMUM FINISHED FLOOR ELEVATION TO BE 7.0' IF F.T. -FRAME TIE -DOWN FASTENED TO GROUND ANCHOR 0-COLUMN ANCHOR STRAP FASTENED TO GROUND ANCHOR Q -OLIVER TECHNOLOGIES, TIEDOWN ENGINEERING, OR MINUTE MAN ANCHORS LONGITUDINAL& LATERAL BRACING SYSTEM ® -OLIVER TECHNOLOGIES, TIEDOWN ENGINEERING, OR MINUTE MAN ANCHORS LATERAL BRACING SYSTEM ONLY MATEONE WALL- '-O' O.C. OUTRIGGER FLOORJOM FRAME P.T. 2%e WOOD SHIM Z a —4' THICK SOLID BLOCK CAP ..z...v �8'X16' CMU BLOCKS 2020 DRY STACKED PIER I iv iv �SINGLE-STACKED CSMNO CONCRETE INSTAtATOM -0' GROUND ANCHORS WITH A 5/8• SHAFT AND A ' SINGLE DISC OR EQUIV. SCANNED BY St. Lucie Coup Seny6 Englnealing SaMces 318S.SCenlc HWy,Ste.100 Lake Wales, FL 33653 Offim: 863589.5980 Per 1-868-B05-2044 Smite: wWW.enyben imedng.mm E0K111: IMD@eanyhengineefing.mm THESE STANOAR0.S AND PLANS MEET THE2017F.B.C.-RESIDENTIALG6th EEitiml Vw=ULTIMATE DESIGN VMND SPEED= 170 MPH(RISK GATERGOW II BUILDING) V—=NOMINAL DESIGN WND SPEED= 132 MPH (RISK CATERGORY II BUILDING)Wabs (TABLE1609.d1) CENTRAL HOMES �^\l ^ IC �\ JCS DRAVoGINFORMATION CUSTOMER: BEVAN ADDRESS: 202 NETTLES BLVD., JENSEN BCH, FL 34957 MODEL # UKNOWN- 20'-O' X 40'-W (HUD) FOUNDATION PLAN AND DETAILS PROVIDED BY SENIB ENCINEENINC SERVICES DE6IGNEDFOR20 rsPRDDF uv6 LOAD AND15pOPSFSOIL BEWNG CAPACITY F-1 R—Wa M.BJ. �� 0 7W 18 SCALE' NOT PRINTED TO SCALE © LCpYNGHT AIT 318 S. SCENIC HWY, TE.IDOB LAKE 318 S. SCENIC HWY, 53 100 OFFICE LEQFL 33B53 OFFICE: e835895980 `Two on vrl e•ruN�ca nw S LAKE WALES, FLORIDA 33853 aKFET1 OF e. . HANDRAIL GRIP SIZE 14" ' 2e} Y NONCIRCULAR CIRCULAR RECESSED Pefteter:4"-6, Perimeter.>N' "HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES. "HANDRAIL SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OF FLIGHT WITH FOUR OR MORE RISERS. • HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED TO RESIST A LOAD OF 50 PLF APPLIED IN ANY DIRECTION AT THE TOP AND TO TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE. THE GUARDS MAYBE WOOD. ALUMINUM, VINYL, OR EQUIVALENT. 2 X 2 BALUS MIN. (3) SIMPSON'S SOS 1/4" X 4-1/2" — WOOD SCREWS FOR RIM JOIST TO POST CONNECTION, (5) 16d NAILS OR EQUIVALENT P.T. STEP LANDING FLOOR FASTENED TO HOST FLOOR MEMBERS USING SIMPON'S 1/4" X 3-1/2" SOS WOOD SCREWS OR EQUIV. AT 12" O.C. STAGGERED SCREW PATTERN MAXIMUM RISER HEIGHT SHALL BE 7-3/4 INCHES. THE RISER .ILL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ACENT TREADS. THE GREATEST RISER HEIGHT WITHIN ANY FUGHT STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. MINIMUM TREAD DEPTH SHALL BE 10 INCHES THE TREAD DEPTH SHALL BE SURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE ,LLEST BY MORE THAN 3/8 INCH. T. 2X6 AT THE LEADING EDGE OF THE TREAD SHALL BE NO GREATER NOT LESS THAN 3/4 INCH BUT NOT MORE THAN 1-1/4 IND IRWAYS WTH SOLID RISERS. A NOSING IS NOT REQUIRED WHO EACH P.T. POST FASTEN JOIST USING (3) 1/4- X WOOD SCREWS OR E00 5/4" X 6 BOARD RAIL CAP OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" DIAMETER SPHERE 2 X 4 TOP & BOTTOM ATTACHED TO TO POSTS WITH (2)#8 WOOD SCREWS ON INSIDE FACE. OPENINGS FOR REQUIRED GUARDS ON THE SIDE OF STAIR TREADS SHALL NOT ALLOW A SPHERE 4-3/8" TO PASS THROUGH. W% MIN. (1)�8 WOODTSCREW ORBEQUIV. 2X P.T. LANDING CONSTRUCTION / 16" O.C. FLOOR JOISTS USING (5) 16d NAILS OR EQUIVALENT AT EACH JOIST TO RIM JOIST CONNECTION. 30" GROUND ANCHOR (3) 2 X 12 P.T. STAIR STRINGERS W/ TIE DOWN STRAP STRAP TO WRAP AROUND P.T. 2 X 6 TIGHTLY (DO NOT OVER TENSION STRAPS) (EACH SIDES OF LANDING) STAIR AND LANDING ILLUMINATION REQUIRED (1) 2 X 6 P.T. ATTACHED TO POSTS USING (5) 16D NAILS OR EQUIVALENT AT EACH 3'-0" LANDING HEIGHT = 5 STEPS (MIN.) 2X6 TO POST CONNECTION. 4'-0" LANDING HEIGHT = 7 STEPS (MIN.) N OTE: CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. ALL STAIR COMPONENTS TO BE PRESSURE TREATED LUMBER ALL FASTENERS IN CONTACT WITH P.T. LUMBER TO BE HOT DIP GALVANIZED OR STAINLESS STEEL EXISTING STRUCTURE DS S L� —e'-0" MAX�'2 X 6 P.T. LUMBER (SPQI. OR SPp2) / i6" O.C. SPACING, FASTEN USING 16D NAILS OR EQUAL FASTEN P.T. 5/4 DECKING TO P.T. 2X6 JOISTS WITH MIN. 2-3" SCREWS PER CONNECTION GUARDS SHALL BE LOCATED ALONG OPEN —SIDED WALKING SURFACES, INCLUDING STAIRS, RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. CONCRETE OPTION: IF STEPS ARE INSTALLED ON EXISTING CONCRETE, THE GROUND ANCHORS AND TIEDOWN STRAP CAN BE OMITTED. THE P.T. 4 X 4 POSTS SHALL BE ANCHORED TO THE EXISTING CONCRETE SLAB USING SIMPSON'S L—BRACKET OR EQUIVALENT. ,1i1,1,o#0?-12-2019 ��NCENT ,0',, No. 56196 •', STATE OF O R`�: •NCI%' ONALIle'S/ 0 1,..T771III�1 V LILT =ULTIMATE DESIGN WIND SPEED = 170 MPH V ASD =NOMINAL DESIGN WIND SPEED -132 MPH (TABLE 1609.3.1) (3 second goes) 318 S. Scenic Hwy, Ste. 100 Lake Wales, FL33853 Office: 863b89.5980 Fax: 1-B66-865-2044