The URL can be used to link to this page

Home My WebLink AboutFOUNDATION & DETAILS)RY I -BEAM T. 2 X8 WOOD CAP 4" THICK SOLID CAP BLOCK 86' CONCRETE � :' '�' ASON ASONRY UNITS ' • �•: (DRY -STACKED) s 00 A PIER "A" QS rRADF ! J tl1_ EXISTING CONCRETE NOTE: PIER TYPE -A" AS SLAB (GOOD CONDITION) MAXIMUM TO TOP OF P T32�X C� P.T. 2 X8 WOOD CAP 1_. " '•' B'X8'X16" CONCRETE ASONRY UNITS • 4 (DRY -STACKED) '•.4 a PIER "B" EXISTING CONCRETE SLAB (GOOD CONDITION) CODE EDITION: 2014 FLORIDA BUILDING CODE (5TH EDITION) & ASCE 7-10 1. ULTIMATE DESIGN WIND SPEED: 170 mph WIND SPEED 2. NOMINAL DESIGN WIND SPEED: 132 mph WIND SPEED 3. WIND EXPOSURE CATEGORY: "D" 4. IMPORTANCE FACTOR: 1.0 5. DESIGN ROOF LIVE LOAD: 20 PSF 6. DESIGN FLOOR LIVE LOAD: 40 PSF 7. MIN. ASSUMED SOIL BEARING CAPACITY: 1500 PSF 8. 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. GROUND ANCHOR INSTALLATION A BRACKET OR EQUAL FASTENED TO PERIMETER RAIL W 10 WOOD SCREWS MIN. 1 PENETRATION TH MIN. 14 SCREWS OR 50% SCREW HOLES FILLED, EVENLY SPACED. BRACKET MAYBE OMITTED ONSITE IF IT IS INSTALLED BY THE MANUFACTURER 2X8 . MIN. PERIMETER RAIL 1. BLOCKING SPACING BASED ON 20PSF LIVE LOAD ON ROOF AND 1500 PSF SOIL BEARING CAPACITY. CERT 2. CONCRETE BLOCKS ARE ONLY RATED AT 8000 POUNDS, 8000 POUND PIERS OR HIGHER MUST BE 4'-0- O.C. ENGIr DOUBLE BLOCKED. MAX SPACING LOAD 3. STABILIZER SYSTEM PER OLIVER TECHNOLOGIES, INC., OR EQUIVALENT AND ALL SIDEWALL ANCHORS ARE 4725 SPACED PER PLAN. FOUR FOOT GROUND ANCHOR MAY BE USED. 4. THE MODEL 1101 Y(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 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 LOCATED DIRECTLY BELOW THE I -BEAM CENTERLINE. 11. ALL MASONRY PIERS MAY BE INSTALLED IN A DRY STACK SUBJECT TO LOCAL JURISDICTION COLUMN LOADS 10 = 2984 LBS. 2Q = 2984 LBS. `1, Iloilo �NCEN N ' STAT ANAL t79-27-17 FLOOD ZONE INFORMATION - FEMA MAP INDICATES THAT THIS LOT IS IN A FLOOD ZONE AE WITH BASE FLOOD ELEVATION AT V NAVD 88. -LOT SITE GROUND (ESTABLISHED) ELEVATION IS 4.2: -MINIMUM FINISHED FLOOR ELEVATION TO BE 6.0' EXISTING CONCRETE INSTALLATION —'''- 4'-0- GROUND ANCHORS WITH A 5/8- SHAFT AND A 6' SINGLE DISC OR EQUIV. OPTIONAL TIEDOWN-ANCHOR HEAD AND TENSION BOLT SECTION "E—E" ANCHOR HEAD WITH MIN. 5/8- X 3- WEDGE ANCHOR OR EQUAL F-� MINIMUM 4" EDGE DISTANCE _`T Senyb Engineering Services THESE STANDARDS AND PLANS MEET DRAWING INFORMATION CUSTOMER: MANUELREIS 318 S. Scenic Hwy, Ste.100 THE 2014 F.B.C. - RESIDENTIAL (5th Edition) ADDRESS: 224 NETTLES BLVD. JENSEN BEACH, FL 34111 DESIGNED FOR20 NAME: Lake Wales, FL 33M CENTRAL /+S1 � MODEL # UKNOWN- 20'-0" X 39'-0"/41'-0" (HUD) PSF ROOF LIVE LOAD AND 1500PSF SOIL Office: 863589-5980 VuLT =ULTIMATE DESIGN WIND SPEED = 170 MPH (RISK CATERGORY II BUILDING) M.D.J. FOUNDATION PLAN AND DETAILS BEARING CAPACITY Fax: 1-866-865-2044 Vag =NOMINAL DESIGN WIND SPEED = 132 MPH (RISK CATERGORY II BUILDING) HOMES DATE: 07-05-2017318S.SCENIC Website: www.senybenginaering.com Email: info@senybengineedng.com (TABLE 1609.3.1) MARK V. RICHTER. P.E. # 56196 S PROVIDED BY F- HWY, STE. 100 SENYB ENGINEERING SERVICES © COPYRIBHT 2015 LAKE WALES. FL 33853 OFFICE: 863-889-5980 [SCALE: NOT PRINTED TO SCALE LAKE WALES, FLORIDA 33853 SHEET 1 OF 1 I HANDRAIL GRIP SIZE 1 t., 23. 4 - 4 14 -2"k max, E � mtn. —C T� WONCIR- CU1-AR CIRCULAR RECESSED PeI' meteit 4'- 6. Perimeter: >6A *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. 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. EXISTING STRUCTURE / EACH P.T. POST FASTENED TO PERIMETER--/ n ��2 X 6 P.T. LUMBER (SP#1 OR SP#2) JOIST USING (3) 1/4" X 4-1/2" SIMPSON'S SDS —0 MAX 16" O.C. SPACING, FASTEN USING WOOD SCREWS OR EQUIVALENT. 16D NAILS OR EQUAL 4'-0" TYP. T. 5/4" X 6 BOARD RAIL CAP 6'-0" MAX OPENINGS SHALL NOT ALLOW THE GUARDS MAYBE WOOD, ALUMINUM, VINYL, OR EQUIVALENT. THE PASSAGE OF A 4" DIAMETER SPHERE 2 X 4 TOP & BOTTOM ATTACHED TO TO POSTS WITH (2)#8 WOOD SCREWS ON INSIDE FACE. 2 X 2 BALUSTER—r OPENINGS FOR REQUIRED GUARDS ON THE SIDE OF MIN. (3) SIMPSON'S SOS 1/4" X 4-1/2" SPHERE 4TAIR I3/8"TO PASS THROU READS SHALL HALLOW A WOOD SCREWS FOR RIM JOIST TO POST M CONNECTION, (5) 16d NAILS OR EQUIVALENT I= ATTACH BALUSTERS TO TOP & BOTTOM P.T. STEP LANDING FLOOR FASTENE W/ MIN. (1)#8 WOOD SCREW OR EQUIV. TO HOST FLOOR MEMBERS USING SIMPON'S ! I; 1/4" X 3-1/2" SDS WOOD SCREWS OR EQUIV. AT 12" O.C. STAGGERED SCREW PATTERN o P.T. 2X6 I M.d 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 (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.) 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 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. 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. 10 Lake Wales, FL 33853 Office: 863-589-5980 Fax:1-866-865-2044