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HomeMy WebLinkAboutFoundation PlanACTORY I -BEAM T. 2 X8 WOOD CAP '• "' 4" THICK SOLID CAP BLOCK z B'XB"X16' CONCRETE ASONRY UNITS (DRY -STACKED) cc PIER "A„ IGRADE EXISTING CONCRETE M MUPIER TYPE Y OF SLAB (GOOD CONDITION) 34OAFR0 SLAB TO TOP OF P.T. 2 X 8 P.T. 2 X8 WOOD CAP •'' 8'X8"X16" CONCRETE ASONRY UNITS �'•:{� (DRY -STACKED) I( @"B"PIER GRADE EXISTING CONCRETE SLAB (GOOD CONDITION) NOTE: PIER TYPE "B" BIAS A MAXIMUM HEIGHT OF 54 FROM SLAB TO TOP OF P.T. 2 X 8 STRUCTURAL LOAD LIMITATIONS: CODE EDITION: 2014 FLORIDA BUILDING CODE (5TH EDITION) & ASCE 7-10 1. ULTIMATE DESIGN WIND SPEED: 170mph WIND SPEED 2. NOMINAL DESIGN WIND SPEED: 132 mph WIND SPEED 3. WIND EXPOSURE CATEGORY: "D" 4. IMPORTANCE FACTOR: 1.0 S. DESIGN ROOF LIVE LOAD: 20 PSF 6.: DESIGN FLOOR LIVE LOAD: 40 PSF 7. MIN. ASSUMED SOIL BEARING CAPACITY: 1500 PSF S. OCCUPANCY CLASSIFICATION: R3 9. CONSTRUCTION TYPE: VB 10. THIS BUILDING IS NOT DESIGNED FOR PLACEMENT IN A HIGH VELOCITY HURRICANE ZONE AS DEFINED BY THE FBC. THE FOUNDATION IS DESIGNED TO MEET THE REQUIREMENTS OF THE FEMA85 CODE IN WHICH THE FOUNDATION MUST 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. 38'-0" SHEARWALL '-o" 4'-p" O.C. 6'-0" MAX MAX MAX SPACING Egg --- oo — FT--o --- oo ----oo -- G:A..1 MnG:A�1 nt& . G:A 1 IDI FACTORY I -BEAM' - I I o I O ZO I � cV U Ld Tn FACTORY I -BEAM FOUNDATION NOTES: 1. BLOCKING SPACING BASED ON 20PSF LIVE LOAD ON ROOF AND 1500 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. )'-0" 5'-8" TYP. MAXP'-O" MAX 0 ?'-0" 4'-0" O.C. L6'-0" MAX• MAX MAX SPACING 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 4.3' MINIMUM FINISHED FLOOR ELEVATION TO BE 6.9 Wnt 18j84bSCRNt'W350R1-%0ENA I WONIMETER RAIL FILLED, EVENLY SPACED. BRACKET MAYBE OMITTED ONSITE IF R IS INSTAI, m BY THE MANUFACTURER 2XB . MIN. PERIMETER RAIL 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 18' FROM CENTER OF GROUND PAN. 5. WOOD SHIMS MAY BE INSTALLED WHEN NECESSARY BETWEEN THE ]-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 BEARING 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. 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 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. I -BEAM SUPPORT PIERS MAY BE INSTALLED LATERALLY (90 DEGREES FROM THE ORIENTATION SHOWN ON THE FOUNDATION PLAN). MUST BE f LOCATED DIRECTLY BELOW THE I -BEAM CENTERLINE. 11. ALL MASONRY PIERS MAY BE INSTALLED IN A DRY STACK SUBJECT TO LOCAL JURISDICTION ALL TIE -DOWN STRAPS ETC. SHALL BE TYPE 1 FINISH B, GRADE 1, Off SLTATPING 109.000 MINIMUM YIELD STRENTH, .035" MINIMUM THICKNESS (PLUS OR MINUS .002 IN. - 0.05MM) FINNIISTIHNGB (A-�7HMOTS-TDDIIIPpPAE�D GALVANIZED 23RC OUNCES PER SQUARE POOH�PER OR&E 4750 12 TO 15 INCHEES (M NUF & N/ME EVERT AND ASTM SPEC. D3953-91, 1 174 WIDTH. GROUND ANCHORS SHOULD,BE CERTIFIED BY A/ PROFESSIONAL ARCHITECT. TTEESTING LA O ITORY. THE MINIMUM RECOGNIZED LOAD CAPACITY SHOULD BEAT LEAST EQUAL TO u OO --— CONCEALED] ARE THE L5'-8" TYP ...,,,C,yRVrH g9fi®I I r 11. _L� 6'-0" MAX 2'-0" MAX RECEIVED OCT 101017 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT -p' MAYBE NECESSARY IN ORDER TO MAXCOMPLY WITH ALL APPLICABLE CODES, v F.T. -FRAME TIE -DOWN FASTENED TO GROUND ANCHOR G.A. -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 '� fs ti w C 8"X16" CMU BLOCKS DRY STACKED PIER (PER PLAN) '� -IUtWALL DIUGWALL , TIEDOWNS-4'-0" O.C. TIEDOWNS-4'-0" O.C. AME OUTRIGGER FLOOR JOISTS FRAME 2X8 WOOD SHIM xa Z 'N io " THICK SOLID BLOCK CAPiVCONCRETE jtr EXISTING I I "X78' is0(GOOD SLAB CONDITION�N'"t CMU BLOCKS RY STACKED PIER 1IYNGLE-STACKED ANCHOR INSTALLATION SECTION "E—E" EXISTING 'SCr GROUND ANCHORSALLATION WITH A 5/8' SHAFT AND A F-1 6' SINGLE DISC OR EQUIV. Senyb Engineering Services 318 S. Scenic Hwy, Ste. 100 THESE STANDARDS AND PLANS MEET THE 2014 F.B.C. - RESIDENTIAL (51h Edition) DRAWING INFORMATION CUSTOMER: DWAYNE AND MIKKI Address: 429 NETTLES BLVD, JENSEN BEACH, FL 34957 DESIGNED FOR 20 LOAD Lake Wales, FL 33853 Office: 863-589-5980 VuLT =ULTIMATE DESIGN VAND SPEED = 170 MPH (RISK CATERGORY II BUILDING) CENTRAL Model # UKNOWN-12'-0" X 38'-0" (HUD) - � FOUNDATION PLAN AND DETAILS PSF ROOF LIVE AND 1500 PSF SOIL BEARING CAPACITY NAME: M•B j. Fax: 1-866-865-2044 Webske: Vim=NOMINAL DESIGN WIND SPEED= 132 MPH (RISK CATERGORY 11 BUILDING) (TABLE 1609.3.1) HOMES PROVIDED BY opyr F DATE www.senybengineering.com Email: info@Senybengineadng.com F RES °& 201 A F- MARK V. RICHTER, P.E. # 56196 318S.SCENICHWY,STE.100 SENN ENGINEERING SERVICES ` SCALE' NOT PRINTED TO SCALE © COPVRIOHT 2015 LAKE WALES, FL 33853 OFFICE: 863589-%80 sg YR EtiG11�EERItiG SEKviuS pu Eng[nrer "g end Da gn Cumpa"y LAKE WALES, FLORIDA 33853 SHEET 1 OF 1 • a HANDRAIL GRIP SIZE t - e 1. Z' 'I -� 9.-- r s9aq.. 2;^ Rmax' I c jj min INONCIRCULAR (CIRCULAR RECE88ED P66meter: d". 64" Pedmeter ;�61 *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 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. 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) . T. 2X6 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. THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE NO GREATER THAN 9/16 INCH. A NOSING NOT LESS THAN 3/4 INCH BUT NOT MORE THAN 1-1/4 INCHES SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. A NOSING IS NOT REQUIRED WHERE THE TREAD DEPTH IS A MINIMUM OF 11 INCHES. .T. 5/4" X 6 BOARD RAIL CAP OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" DIAMETER SPHERE (1) 2 X 6 P.T. ATTACHED TO POSTS USING (5) 16d NAILS OR EQUIVALENT AT EACH 2X6 TO POST CONNECTION. THE GUARDS MAYBE WOOD, ALUMINUM, VINYL, OR EQUIVALENT. 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 TOP & W/ MIN. (1)#8 WOODTSCREW ORBOTTOM EQUIV. 3'-0" LANDING HEIGHT = 5 STEPS (MIN.) 4'-0" LANDING HEIGHT = 7 STEPS (MIN.) STAIR AND LANDING ILLUMINATION REQUIRED 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. (3) 2 X 12 P.T. STAIR STRINGERS NOTE: 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 6-2017 g No. STATE OF 0 .,^.4 IONAL II\� a lig � ff W cg W w a' W U y V O a= Q 6� C9 vio— LyJ as ��� I< 3 W O x Y Y_ r` rn o W Jm LL cN16aCO 8� oW < N N L O m m U1 10 E=wz ~ N N Q I, —CZ w T- Izz- 8 mmav a) o c v 3 > N O EL-2 0 X U ¢ O Drawing Number: 1 STEP CONSTRUCTION Senyb Engineering Services 3'I8 S. Scenic Hwy, Ste 100 Lake Wales, FL 33853 © COPYRIGHT 2015