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HomeMy WebLinkAboutPLANSCONCRETE BLOCKS ARE ONLY RATED AT BODO POUNDS, DOUBLE BLOCKED. THE FOUNDATION IS DESIGNED TO MEETTHE REQUIREMENTS OF THE FEMA85 CODE IN WHICH THE FOUNDATION MUST RESIST FLOTATION, COLLAPSE, AND LITERAL MOVEMENT DUE TO THE EFFECTS OF WINDAND WATER L 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. _ )IL BEARING CAPACITY. TS OR HIGHER MUSTBE PERIMETER PIERS ARE ONLY REQUIRED AT THE MANUFACTURER INSTALLED MARKER LOCATIONS AND PLAN BRACKET MAYBE OMITTED ONSITE IF IT IS INSTALLED RY THE M N FACD RER 2X8 . MIN. PERIMETER RAIL ALL TIE -DOWN STRAPS. ETC., SHALL BE TYPE 1 FINISH BMINIMUM •WELD SrRENCTm.W35" MINMUMBTOHICKNESS (PWS OR MINUS .002 IN. - 0.05MM) FINISH B ((- HOT -DIPPED GALVANIZ ZINC ONCE PERTUSQUARE�FOOT PFR S5 RFACE 4750 POUNDS MINIMUM BREAK SpTCRTEUNGTH�.. MARKED EVERY DroASfN SPEC6D395.3 91) 1 11/4'�WIDTH. GROUND ANCHORS SHOULD BE CERTIFIED BY PROFESSIONAL ARCHRECT ENGINEER AND OR NATIONALLY RECOGNIZED TESTING lABO TO THE MINIMUM ULTIMATE 494D25 MACITY SHOULD BE AT LEAST EQUAL TO 3. STABILIZER SYSTEM PER OLIVER TECHNOLOGIES, INC. OR EQUIVALENT AND ALL SIDEWALL ANCHORS ARE SPACEDPERPIAN. FOUR FOOT GROUNDANCHOR MAYBE USED. 4. THEMOOF11101'V'(LONGRUDINAL& LATERAL PROTECTIM ELIMINATES THE NEED FOR MOST STABILIZER PLATES AND FRAMETES. EACH SYSTEM IS REQUIRED TO HAVE FRAME TIE AND STABILIZER ATTACHED AT EACH LATERAL ARM STABILIZING LOCATION. THIS FRAME TIE AND STABII DER PLATE MUST BE LOCATED WITHIN 1W FROM CENTER OF GROUND PAN. 5. WOOD SHIMS MAY BE INSTALLED WHEN NECESSARY BETWEEN THE LBEAM AND THE TOP OF THE PIER. SHIMS SHALL BE FREE OF KNOTS, SPLITS, AND SIMILAR IMPERFECTIONS. SHIMS SHALL BE OF P.T.LUMBER, CEDAR ORABSAND BEARINGATALLCONTACT POSITS SHALL NOT BE LESS THAN 20 OF THE BEARING PRIOR TO ADDING THE SHIMS. 6. ALL TIE DOWN ANCHORS SHALL HAVE MINIMUM 4,725 I.B. ULTIMATE 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 PERMANENT FOUNDATION. S. ALL PIERS SHALL BE CONSTRUCTED OF B'XIrX 16'CONCRETE MASONRY UNITS CONFORMING TOASTM COO. 9. INSTALL BLOCK PIER ON EACH SIDE OF ALL EXTERIOR DOOR OPENINGS 10. WEAM SUPPORT PIERS MAYBE INSTALLED LATERALLY(9O DEGREES FROM THE ORIENTATION SHOWN ON THE FOUNDATION PLAN). MUSTSE 11. TO LOCAL JURISDICTION M LOADS5 LBS.5 LBS. OCT 10 ST. Lucie County, Permlttine SCANNED BY St. Lucie County FLOOD ZONE INFORMATION -FEMAMAP INDICATESTHAT THIS LOT IS IN A FLOOD ZONE AE WITH BASE FLOOD ELEVATION ATV NAVD 68. -LOT SITE GROUND (ESTABLISHED) ELEVATION IS 3.8' -MINIMUM FINISHED FLOOR ELEVATION TO BE 7.D BOLS pv F.TT'-FRAME TIE -DOWN FASTENED TO GROUND ANCHOR -COLUMN ANCHOR STRAP FASTENED TO GROUND ANCHOR 05'011 0 -OLIVER TECHNOLOGIES, TIEDOWN ENGINEERING, OR MINUTE MAN ANCHORS LONGITUDINAL & LATERAL BRACING SYSTEM ® -OLIVER TECHNOLOGIES, TIEDOWN ENGINEERING, OR MINUTE MAN ANCHORS LATERAL BRACING SYSTEM ONLY IDEWALL MATEUNE WALL TIEDOWNS-4'-0' O.C. B'XIB' CMU BLOCKS ANTE OUTRIGGER DRY STACKED PIER FLOOR JOISTS (PER MFG.) FRAME e'X16' (2AU BLOCKS .T. 2X8 WOOD SHIM Z < DRY STACKED PIER X< EXISTING i0 io CONCRETE SLAB 1 1 (GOOD CONDITION) iD < 4' THICK SOLID BLOCK CAP B'X18' CMU BLOCKS DRY STACKED PIER _ a °0 I 0010 1 1 itli< SINGLE -STACKED iN N -1 II 1 I Ill 1 I •III. --.I I R INI I IA� n1-1 I I=I EXISTING CONCRETE INSTALLATIONI �L1J.'�I , I- L I 11- I V 0 Q _ F-' 4'-0' GROUND ANCHORS WITH A 5/B' SHAFT AND A OPTIONGAL TEDOWN ANCHOR HEAD AND TENSION BOLT ANCHOR HEAD WITH MIN. 5/8' X 3-1/2- WEDGE ANCHOR OR EQUAL MINIMUM 4' EDGE DISTANCE Senyb EngineeHng Services 318 S. Scenla fi". Ste. 100 THESE STANDARDS AND PLANS MEET THE 2017 F.B. C.- RESIDENMAL(MD Ecl On) DRAWING INFORMATION CUSTOMER: GAIL MARCELLA ADDRESS: 404 NETTLES BLVD., JENSEN BCH, FL 34957 DFROOFUFOR20 Lake Wales, FL 33853 Office: 863-589-5980 VuLT ULTIMATE DESIGN WIND SPEED= 170 MPH (RISK CATERGORY II BUILDING) CENTRAL NAME MODEL #UKNOWN-20'-O"X40'-0-/38'-8"(HUD) FaFRooF uvE Low AND 1500 PSFSOIL Fee: 1.888865- 1 Websro: V-=NOMINAL DESIGN WIND SPEED= 132 MPH (RISK CATERGORY II BUILDING) (TABLE160a.3.1) HOMES ebs Ulu. FOUNDATION PLAN AND DETAILS BEARING CAPACRY DATE. �++-2D+a Www nybemineedng.GDOI PROVIDED BY Emall: hTfo@senybenginsedag.00m BC@RCHWY,BTE 100 I E SSLAI�WALE9, �p �Q er �c NOTPR00EDMSC LE © coPmroxr m+r L318 AIDE R.33853 OFFICE: 881S8&5980 SENYB ENC,NEEa1NG 6ERYICES ^° . °°a'� �w�•r LAKE WALES, FLORIDA 33853 61EETIOFI HANDRAIL GRIP SIZE 1J -2 E � aim 1'a F4 � NONCIRCULAR CIRCULAR RECESSED PerimGier 4•-fia PHadmetar.>Bj' *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. aaaaaa THE GUARDS MAYBE WOOD, ALUMINUM, VINYL, OR EQUIVALENT. 2 X 2 BALUS MIN. (3) SIMPSON'S SDS 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" SDS WOOD SCREWS OR EQUIV. AT 12" O.C. STAGGERED SCREW PATTERN 2X6 P.T. LANDING CONSTRUCTION 16" O.C. FLOOR JOISTS USING (5) 16d NAILS OR EQUIVALENT AT EACH JOIST TO RIM JOIST CONNECTION. STAIR TREAD AND RISERS THE MAXIMUM RISER HEIGHT SHALL BE 7-3/4 INCHES. THE RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES. THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. 30" GROUND ANCHOR 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 lNll:$ OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE NO NCH. A NOSING NOT LESS THAN 3/4 INCH BUT NOT MORE THAN 1- IOVIDED_ON STAIRWAYS WITH SOLID RISERS. A NOSING IS NOT REOUII T. 5/4" X 6 BOARD RAIL CAP OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" DIAMETER SPHERE T. 2X6 (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'-O" LANDING HEIGHT - 7 STEPS (MIN.) EACH P.T. POST FASTENED TO PERIMETER JOIST USING MIN. (4) 1/4- X 4-1/2' SIMPSON'S SDS WOOD SCREWS OR EQUIVALENT. 8 / FASTEN P.T. 5/4 DECKING / TO P.T. 2X6 JOISTS WITH MIN. 2-3' SCREWS PER CONNECTION EXISTING STRUCTURE 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. ATTACH BALUSTERS TO TOP & BOTTOM W/ MIN. (1)#S WOOD SCREW OR EQUIV. (3) 2 X 12 P.T. STAIR STRINGERS CONTRACTOR SHALL RF 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 r 2 X 6 P.T. LUMBER (SP#1 OR SP#2) 16- O.C. SPACING, FASTEN USING 16D NAILS OR EQUAL _EOSTs To Z", MIN. 4 X 4 P.T. POSTS FASTEN TO CON DUAL SLAB USING SIMPSON'S ABW44Z 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. f-No. 111r11igg-13-2019 NCEN 56196ATE OF ::, S a lONAL E 1•` '"111a111111 �g D 8 w fl2 L f- Lz� U W -- m Ws a� zo Ux 5 W m pCo N Q W y U Usti E m g N d o Q FFFZ y 2 <2 m s Uzc� 3 » w n Fmm i 2 m '� 0 a ate'¢ o DmWnggNr. .lumbe . STEP CONSTRUCTION Senyb Engineering SeNkea ale S. Sumo Hwy. Sta 10O Lake Wales. FL 33853 © COPYRIGHT 2017 HARDI PLANK SIDING OR EQUIVALENT SKIRTING DETAIL P.T. STUD TO TOP PLATE/Rim JOIST CONNECTION SGL P.T TOP PLATE. STAGGER SPLICES SIMPSON'S H6 STRAP OR EQUIVALENT. P T PERIMETER WALL FRAMING P.T. 2 X 4 STUDS ® 24" O.C. FASTENED USING 16D NAILS. P.T. WALL TO BE COVERED WITH THERMO-PLY (.113 THICKNESS). THERMO-PLY TO BE INSTALLED WITH 1-1/4" GALVANIZED ROOFING NAILS OR EQUIV. THE FASTENING SCHEDULE IS 3" O.C. ON ALL PANEL EDGES AND 6" O.C. ON INTERMEDIATE SUPPORTS. ALL JOINTS .SHALL OCCUR OVER STUDS.-THERMO-PLY TO BE COVERED WITH HARDI SIDING OR EQUIV. HARDI SIDING INSTALLED PER MANUFACTURER'S INSTRUCTIONS. H2.5 STRAP OR EQUIVALENT. 2 '- X 3-3/4" WEDGE ANCHORS OR EQUIV. 3'-Q" O.C. W/ (1) 2" X 2" THICK WASHER A SECTION "A" S-2 P.T.2 X 4 TOP PLATE TO RIM JOIST CONNECTION FASTENED TO RIM JOIST USING SIMPSON'S 1/4" X 3" SDS 'WOOD SCREWS OR EQUIVALENT 0 16" O.C. SPACING. (STAGGERED SCREW PATTERN) MATELINE OUTRIGGER FLOOR JOISTS FRAME -P.T. 2X8 WOOD SHIM 8"X16" CMU BLOCKS DRY STACKED /-EXISTING CONCRETE SLAB SIDEWALL PERIMETER PIERS NOT SHOWN FOR CLARITY (REFERENCE PG F-1) MAX VENTILATION NOTES 1) VENTILATION OPENINGS SHALL BE COVERED FOR THEIR HEIGHT AND WIDTH WITH A PERFORATED (1/4 INCH MAXIMUM OPENING IN ANY DIMENSION) CORROSION AND WEATHER RESISTANT COVERING THAT IS DESIGNED TO PREVENT THE ENTRY OF RODENTS. 2) A VENT SHALL BE INSTALLED WITHIN 3'-0- OF EACH CORNER OF STRUCTURE FLOOD VENT NOTES 1) IF HOME IS TO BE PLACED IN A FLOOD ZONE, THE LAP SKIRTING WALLS WILL REQUIRE HYDROSTATIC VENTS. 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. 2) FLOOD OPENINGS SHALL HAVE A TOTAL NET AREA OF NOT LESS THAN ONE SQUARE INCH FOR EVERY SQUARE FOOT OF ENCLOSED AREA SUBJECT TO FLOODING. OPENINGS MAYBE EQUIPPED WITH SCREENS, LOUVERS, OR OTHER COVERINGS PROVIDED THAT THEY PERMIT THE AUTOMATIC ENTRY AND EXIT OF FLOOD WATERS. STUCCO APPLICATION (OPT.) -WOOD -FRAMED WALLS 1/2" MIN. P.T. PLYWOOD FASTENED TO WALL STUDS EVERY 3" ON THE EDGE OF THE P.T. PLYWOOD AND EVERY 6" IN THE FIELD USING 6D NAILS OR EQUAL. THE P.T. PLYWOOD SHOULD BE COVERED WITH FELT PAPER, METAL LATH, AND STUCCO FINISH. FLOOR JOIST 2"x4" TOP PLATE �EXISTING CONCRETE SLAB VINYL LAP, HARDI BOARD, OR EQUIVALENT SKIRTING INSTALLED PER MANUFACTURER'S INSTRUCTIONS. ,1 j1 1 c1 r r 0$-013-2019 CE Ns� .�cy No. 56196 •:� = STATE OF ;ate S G s .� O G V ULT =ULTIMATE DESIGN WIND SPEED =170 MPH VASD =NOMINAL DESIGN WIND SPEED=132 MPH (TABLE 1609.3.1) (3 second gusts) 318 S. Scenic Hwy, Ste. 100 Lake Wales, FL 33853 Office: 863-589-5980 Fax: 1-866-865-2044 HANDRAIL s81a.SgE or NCNCIRCULAR Caxu A ,CR85N) -HANDRAIL HEIGHT. MEASURED LCRTICALLY FROM DIE SLOPED PLANE ADJOINING THE TREAD NOSING. OR FINISH SURFACE OF RAMP SLOPE, 3 L HE NOT LESS THAN 34 INCHES AND NOT MORF MAN 3R INCHES_ 'HANDBALL SHAL'- BE PRUVJOED UN AT LEAST ONE ME OF EACH CONT,NUgJS MIN OF TREADS OF FLIGHT WITH FOUR OR MORE RISERS, • HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGREO TO RESIST A LOAD OF 50 PLF APPLIED IN AMY ORECDON AT MF TOP AND TO TRANSFER THIS LOAD THROUCH BE SUPPORTS TO THE SII. UOFUHE. IHE NARDS NAILL ARCO, A-INA.— . YiM1li, OP EWRALENI. i 2 X 2 BALUSTER MIN. (3) SIMPSON'S SOS 1/4' X 1_I/2- WOCD SCREWS FOR RIM JOIBT TO MST CONVECTION. (5) 16d NALS OR EOUIVAJ.ENE P.T. STEP LAND -NO FLOOR FASTENER, — TO PIOCT TLOIN1 MEAIOETi6 USWC uaIrwS 1/4- A 3-E1<' SOS 'MOLD SCREWS OR ECUIV. AT 12' 0.6. STAGGERED SCREW PATTERN 2A6 P.T. LANDING COISTRUCDON- 16' 0O FLOOR JOISTS USIIO (C•) 160 NAILS OR EOUIVAEN• At EACH MEET isa RIM JOIST CbNNECiION, 30- CR( W/ m STRAP TO WRAP AROUND P,T. 2 (CO NOT OVER TEN (EACH SIDES 6bIR MD IAryGING IILNMWARO! RCCURED (1) 2 X G P.T. ATTACHE TO POSTS — 3'-0' IADNG xD(OIl . 5 I ;S7 77) IXSUSW iov 16 GONMEC R EOLIHNNUNT AT LACH a-o• (ANNxc un(slT _ T GrIT•5 (MN.) MANWM WEER ADENT SxNA Of T-J/E MRS. 1M NSER MA BE UEAS)R'O VERICAIlY BETWEEN LEACNC OWES a RE IACENT TREADS ME LREAWn PAR HDRAT WNW ANY fUZHT Env sH.LL NTT CACERD 11 ' NµUUA w M(NI[ Dux c/a Rut. M". READ DEPTH SHA:L DE 101NNR5. nN: YEAO. DEPTH EN•11 BE 1SAMD HORIZONTALLY BETWEEN ThV KAKI L PLANES OF ME PCREMOST PBOAM11. ADJACENT 1R£ACS AND AI A RIDTN ANLM: N 'HE TREAD'S M:A h2 EWE, GORIEST INEAD DRAW VTAN ANY A.T K STAIRS SHAL WY DN TVI W VLEST 8� up$ TNW 3A NTH T NOTE: CONTRACTOR SHALL RE RESRONSIM FOR VERIryING ALL OVAEU51M AND CONDITIONS PRIOP'' TO CON TRD TICM ,6LL STAIR CUMPON NTS T�g�gEcti_UR: TgF(�Ep1UL1OEP, AI�N Rti IN Card fact W1iH P I_l.11NSER�DAL+E.H frr�_GALS>(�NRED..O?,-SIAIdLE553.TEEL FILE Copy NOV 0 61019 W RIM I OUT NOT A UING CNN Y,Z P., F.S1EVE'i TOI IOST WAW I/•• x L-In• WOOD SORE W fNNAtExi, v 5/4" X U UVARD HAI. CAP OPENNGS SHALL NOT ALLOW BE PASS.IGE OF A R' DIAMETE.SFHCRE ,✓' A TPG k BOTTOR ATTACHED TO POSDE?FACE.TS:VRTH (2 )($ WOOD SCREWS I INS OPENINGS FOR RECURED GUAP.DS ON THE SIDE OF„4DTAIR TREADS EHALL NOT ALLOW 1, "? SPHERE_*-3/8' TO PASS TYROUCH. LUSTERS TO TOP k BOTTOM 003 WO0O SCREW OR EWA. SCANNED BY St. Lucie County EXISTING STRUCTURE 7� ,; i- / / 565 0' MAX-1`I RC •P—APNO. L. MIT IW NMLi qt EWPI. `ASIiN PA S . "FIND TO P.T. 216 JOSTS MM AI ,- N C n N O � E, —I m n ® -N m' i D �� 11MI TEPffi OPTION, TEPS ARE INSTALLED ON EIC NCB OVCREIE. THE GROUND HORS AND DEVOYM STRAP CAN BE OMITTED, (3) 2 X 12 P.T. STAR STRINGERS BE P.T.. X i POSTS SHALL EE ACNOREO TV W EXISiiNC SUB USING SIMPSOIY S :-WACNET UR EQUIVALENT. •, •• I' 111,41_3O-2018 % c '•, S,YA'iI F w O 4 �'•SIONRL 1� Vuv •ri"Iw'EDEetlrl:'nLD S:FL r ,T Dir V...y.vvpv6 Kv44 vd,ONLPP••AD.vi p.nwa.mT