Loading...
HomeMy WebLinkAboutplans.pdfACT BEAM .i. 2 XB W000 CAP .T. 2 e- THICK SOLD CAP BLOCK i v 'XB'X18' CONCRETE MASONRY UNITS IR n A P „A„ "AApJ F-1 EXISTING CONCRETE NOTE PIER TYPE 'A" HAS A SUB (GOOD CONDITON) MANMUM HEIGHT OF OB" FROM SLAG W TOP OF P.T. 2 XB P.T. 2 XB WOOD CAP .. S-%B me CONCRETE MASONRY UNITS iK )PIER "B" STRUCTURAL LOAD LIMITATIONS: CODE EDITION: 2010 MONICA BUILDING CODE B ASCE 740 1. ULTIMATE DEMON WIND EPEEO: 170 mph WND SPEED E. NOMINAL DESIGN WHO SPEEO: NG mph WND SPEED 1 WIND EXPOSURE CATEGORY: ''D <. MPORTANC EFACTCZU 1A B. NTERNAL PRESSURES: YJS.B AM INTO OR .2G.B 412 END S. DESIGN ROOF LIVE LOAD: NPSF }, DESIGN FLOOR LIVE LOAD: QPSF B. MIN. ASSUMED BOIL BEARING CAPACI V: ING POP S. OCCUPANCY CLAB VACATION: 0 10, CONSTRUCTION TYPE: VB It TM S BUILDING IB NOT DESIGNED FOR PLACEMENT INA R ON VELOCITY HURRICANE ZONE AS OEFINEDBYTHEFBO, 11:' THIS BUILDING IS NOT DESIGNED TO BE SUBMERGED OR SUBJECTED TO WAVE ACTION WHEN LOCATED INA FLOOD PRONEORZONEAREA.THESOTTOMOFTHESIRUCTUML IDEA- MUST BELOCATEDABONIVEBUh01NGBREFLOOD PLANELEVEL FORM. BUILDING TO BE LOCATED INAFLDOD PRONE ORZONEAREA ONWs THE GRADEATTHE BUILDING RE MUST BE ABOVE TH E FL D O D P LANE LEVEL. ET. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COM LI NCE REVIEWED BY DATE PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE SYMBOLS THE FOUNDATION IS DESIGNED TO RESIST FLOTATION, COLLAPSE, AND LATERAL MOVEMENT DUE TO THE EFFECTS OF WIND AND WATER LOADS, ANDALL OTHER LOADS DURING THE BASE FLOOD IN ADDITION, THE FOUNDATION IS DESIGNED TO PROVIDE RESISTANCE TO UP NING OF THE HOME DUE TO FLOOD AND WIND FORCES AT THE BASE FLOOD. ZONE NOTE: - S TOBE PLACED IN A FLOOD ZONE, THIS PLAN WILL REQUIRE 12 HYDROSTATIC VENTS. UPON EACH VENTPROVIDING 65 SQINCHES OF FREE FLOWSPACE).ACTUALVENFLOOD ZONE INFORMATION ONS ARE DICTATED BY SITE CONDITIONS AND WILL BE LOCATED ONSITE BYCONTRACTOFEMA tHAT TTOMOF EACHOPENING IS TOBE LOCATED NO HIGHER THAN 1FOOTABOVE THE GRADAE MAP INDICATES THAT THIS LOT IS INAFLODD 20NE S IMMEDIATELY UNDER EACH OPENING. WITH BASE FLOOD ELEVATION AT 6NAVD 88. -LOT SITE GROUND (ESTABLISHED) ELEVATION IS 4.1' -MINIMUM ELEVATION AT BOTTOM OF I -BEAM TO BE 7.0' COLUMN LOADS 1Q ZZ 3234 LBS. O = 3234 LBS. 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 "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 W 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 I.B. 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 B"X8"X 16"CONCRETE MASONRY UNITS CONFORMING TO ASTM COD. 9. INSTALL BLOCK PIER ON EACH SIDE OF ALL EXTERIOR DOOR OPENINGS. 10. I-BFAM 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 MAYBE INSTALLED INA DRY STACK SUBJECT TO LOCAL JURISDICTION F T -FRAME TIE -DOWN FASTENED TO V° G.A. GROUNDANCHOR. 0 ANCHOR ANCHOR STRAP FASTENED TO GRC -OLIVER TECHNOLOGIES OR EQUIVALENT LONGITUDINAL & LATERAL BRACING SYSTEM 53 -OLIVER TECHNOLOGIES OR EQUIVALENT W"j WOW WORE�F}1WB L N.T0IQ1 N�,pM1 SUN MIN. 14 SCREYIS OR b0X SCRLWH01E3 nuboo, NENLY SPICES. 203. MIN. PERIMEIEX RAIL ALL TE-DOWN STRAPS, EEC., SHALL BE TYPE I FINISH R. ORAOE 1. SGE1. SWABBING 100,000 MINNUM YIELD SR+ENTI, JO3W YINNUM THICKNESS (PLUS OR MINOR ,002 IN. - D,DBMM) FINISH B (-ASTHMOT-DIPPED GALVIWQED ZINC EER SOMEFOOT N1iPR111 OUCH so s�F'iAE 470 POUNDS MINIMUM BREAK STENGRI. MAWIE•D EMERY 12 TO 13 INCHES (MANUFACIUNEWS SAME AND ASM SPEC. DSBSS-B1). 1 1/4- WIG OU GROUND ANCHORS SHOULD BE CERTIFIED BY A PROFESSIONAL AFCBTECT, ENGINEER .WI NATIONALLY RECOGNIZED TERMS IIBDMEORf. TIE MINIMUM WORNNG 1472D5 C IroRS SHMUM BEEF EMBED�T BEAM? WE FROST UNE AND AT LEAST 1Y ABOVE WE WATER TABLE, IDEWALL DATELINE WALL TIEDDWNS-4'-0" D.C. WXI6" CMU BLOCKS AME OUTRIGGER DRY STACKED PIER (PER PLAN LOCATION) FLOOR JOISTS FRAME 8"XIS" CMU BLOCKS DRY STACKED PIER f EXISTING O A SLAB I -IS"X16" (GOOD CONDITION a a T. 2X8 WOOD SHIM 4" THICK SOLID BLOCK CAPCONCRETE CMU OCKS DRY STACKE�PIERSINGLE—STACKED 7�1 III 1I I IJ 1 I,_ 11111L- 111_I I1 1I1=111-11-11 lll I I_J1�11� D SE TON "E—E" F-1 ANCHOR INSTALLATION EXISTING CONCRETE INSTALLATION 4'-0" GROUND ANCHORS WITH A 5/8" SHAFT AND A 6" SINGLE DISC OR EQUIV. A Senyb Englneedng SeNICe, THESE STANDARDSAND PLANS MEET DRAWING INFORMATION CUSTOMER: GAHN ADDRESS: 172 NETTLES BLVD, JENSEN BCH, FL 34957 ADDRESS: DESIGNED FOR20 318. S. Scenic Hwy, Ste. 100 Lake Wales, FL 33853 Phone: 863-589-5980 THE 2010 F.B.C.-RESIDENTIAL V11 tULTI MATE DESIGN WND SPEED= 170 MPH(RISK CATERGORV II BUILDING) DATE- ❑❑®❑ Model JACOBSEN HOMES-21'-8" i( 39'-�'Y32'-G" PSF ROOF LIVE LOAD AND 1000 POP BOIL SEARINGCAPACDY - NAME MBJ Fax 1-866-865-2044 VVO -NOMINAL DESIGN WIND SPEED= 132 MPH DATERGORY II BUILDING) (TABLE 160e L 1) ❑®®Q ❑ FOUNDATION PLAN AND DETAILS DATE: WHWY,STOOD s 04'104014 PROVIDED BY F-1 .1)410]] EONARD G. WOOD LAKE E.+oO 318 S.S EN JACOBSEN HOMES SENTB ENGINEERING SERVICES SCALE AILES, L3385 LAKE WALES,FLL980 REGISTEREDEROFFESSIONAL OFFICE: K836K&B380 ENGINEER#47377 „ n` ID1' t3 'I` " P San De,s ,anBo> NOT PRINTED TO SCALE Lake Wales, Florida 33853 SHEET1 OF1 ©�Pewo,rt a,v I.Y-10111 1;• - 7" iNONCIRCULAR: CIRCULAR' IR311.5.6.3 Type 11 Peflmefel 4' 6,". *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. 2 X 2 BALLS 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. 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) NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION 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 2X6 TO POST CONNECTION. NOSES 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 PROJE( 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. 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. (1A#8 WOODTSCREW ORBEQUIV CONCRETE OPTION: IF STEPS ARE INSTALLED ON EXISTING CONCRETE, THE GROUND ANCHORS, TIEDOWN STRAP AND ANGLE BRACKET 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. (3) 2 X 12 P.T. STAIR STRINGERS ALL STAIR COMPONENTS TO BE PRESSURE TREATED LUMBER ALL FASTENERS IN CONTACT WITH P.T. LUMBER TO BE HOT DIP GALVANIZED OR STAINLESS STEEL These plans and specifications comply with Section 1609 of the 2010 FBC-Residential V ULT =ULTIMATE DESIGN WIND SPEED - 170 MPH (RISK CATERGORY II BUILDING) V ASD= MI NAL DES] GN WIND SPEED=132 MPH ATERGORY II BUILDING) ABLE 1609.3 J ( e�tontl gus5 1/l/✓n Leonard G. "Geoff' Wood P, E, 447377 318 S. Scenic Hwy, Ste. 100 Lake Wales, FL33853 Office: 863-589.5980 Fax: 1-866-865-2044 jig pw gN €�e3 V W � � to � a 5� O 0 zs a N N �a `v 9 op o z v v 4oLi � F T� fn m IL D ✓( m 0. . U ¢ 12 Drawing Number: S1 STEP CONSTRUCTION Senyb Engineering SaNcea 318 a e Hwy, SIe 180 Lake UJa1ea, FL33853 © COPYRIGHT W12 •�+, I s3wox rxeo mwna�r # BB� gpx g¢ ..m.,... {[{�q o F5 p K W tpJ � 6 O W W �O PmFm FO rcic,� 3� yj me mc. ,P, N�O PNIa/1 w �vi r rc znz O.y� Ww �ZFR Ss - �p GNr �UW�yW� z� pip _ of Ilk Q� V4 H. O % �aai din ao i boa i i�z ✓+ � � oa-< oz z�N ¢sa az ZPZd a r ua N 00 Wo _ ZP FEZ=gya y�V <h� • H S 03X p O OGi QY D b0 � Ow O W2W BFF tp NLL H �gP "o ' ;o m', \N> S Tj jP� •N•ax vPN <;-o °ai x N X¢ pp zz OO4:p aQO Na< W Ni�z o N3 OOP z9p0 VNi-p ZOV vp vL N PVC �PW %I.V F LLa V� e rn�enr t,: u a�s:mu��u jpy F s R p sgg G f $ :xpj rt xl Agn > >