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HomeMy WebLinkAboutFOUNDATION PLANS & DETAILSTHE 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. FRAME PIER ACTORY I -BEAM T. 2X8 WOOD SHIM THICK SOLID BLOCK CAP v_ 8"X16" CMU BLOCKS O ,: DOUBLE -STACKED INTERLOCKING DRY STACKED PIER EXISTING CONCRETE A PIER "A" SLAB (GOOD CONDITION) F-1 SINGLE STACK PIER MAXIMUM HEIGHT = 34 INCHES USING 17.5" X 25.5" ABS PAD DOUBLE STACK PIER MAXIMUM HEIGHT = 54 INCHES USING 24" X 24" ABS PAD SIDE WALL PIER / P.T. 2 X8 WOOD CAP ii _ ',1 B"XB"X16" CONCRETE ASONRY UNITS (DRY -STACKED) e PIER "B" _EXISTING CONCRETE SLAB (GOOD CONDITION) CODE EDITION: 2017 FLORIDA BUILDING CODE (6TH 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 S. DESIGN FLOOR LIVE LOAD: 40 PSF 7. MIN. ASSUMED SOIL BEARING CAPACITY: 1500 PSF B. OCCUPANCY CLASSIFICATION: R3 S. CONSTRUCTION TYPE: VB 10, THIS BUILDING IS NOT DESIGNED FOR PLACEMENT IN A HIGH VELOCTY HURRICANE ZONE AS DEFINED BY THE FBC. 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 GROUND ANCHOR INSTALLATION Ay�RX BRACKET OR EQUAL FASjENED TO PERIMETER RAIL W/ f10 WDOD SCREWS MIN. 1 PENETRATION W H 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 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 GALVANR ZINC COATING ((ASTM STANDARD 123-89A .6 OUNCES PER SQUARE FOOT PER LACE 4750 POUNDS MINIMUM BREAK STRENGTH. MARKED EVERY ANDTASTM SPECESD(953U 9AC,TURER'$4"'NAME• GROUND ANCHORS SHOULD BE CERTIFIED BY A PROFESSIONAL ARCHITECT ENGINEER AND40R NATIONALLY RECOGNIZb 4T�VACIOTY SHOULD BEMAT MLE LEAST EQUAL TO 4. THE MODEL 1101-P(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 WQOD�HIMS�ALB� INSTALLED WHE_N_NECESSARY BETWEEN THE I -BEAM AND THE TOP OF THE PIER. SHIMS SHALL BE FREE OF —KNOTS PCIT AND S1MiLAR1MPERFECTIONS. SHMSSHALLBE-OF�T.-UMBE 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 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. B. 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 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 8"X16" CMU BLOCKS DRY STACKED PIER (PER PLAN) EXISTING 00 co CONCRETE SLAB 1 -1 (GOOD CONDITION)-",C'Jld' SECTION "E—E" F-1 COLUMN LOADS 0 =2888 LBS. 0 = 2888 LBS. I -SEAM XNCEN C E NS 0. 56196 -° STATE OF ' = Q 1111 o N A 1.06-61-2018 FLOOD ZONE INFORMATION - FEMA MAP INDICATES THAT THIS LOT IS IN A FLOOD ZONE AE WITH BASE FLOOD ELEVATION AT T NAVD B8. r i-BEAN -LOT SITE GROUND (ESTABLISHED) ELEVATION IS 3.9' -MINIMUM FINISHED FLOOR ELEVATION TO BE 8.0' 1*7 ST. LUCIE COUNTY BUION REVIEWED F*COMPL�IWANCE.REVIEWED BDATE N JOBPLANS AND ",;i,oc IMAn4 SYMBOLS v F.T. -FRAME TIE -DOWN FASTENED TO GROUND ANCHOR 0 G.A. -COLUMN ANCHOR STRAP FASTENED TO GROUND ANCHOR -OLIVER TECHNOLOGIES, TIEDOWN ENGINEERING, OR MINUTE MAN ANCHORS LONGITUDINAL $ LATERAL BRACING SYSTEM ®-OLIVER TECHNOLOGIES, TIEDOWN ENGINEERING, OR MINUTE MAN ANCHORS LATERAL BRACING SYSTEM ONLY MATEUNE -0- O.C. OUTRIGGER FLOOR JOISTS FRAME T. 2X8 WOOD SHIM 'Z -4" THICK SOLID BLOCK CAP •8"X16" CMU BLOCKS O DRY STACKED PIER DOUBLE -STACKED M 8"X16" CMU BLOCKS DRY STACKED PIER x¢ g ip i0 I I ANCHOR INSTALLATION EXISTING CONCRETE INSTALLATION GROUND ANCHORS WITH A 5/8" SHAFT 6" SINGLE AN CO . """ SINGLE DISC OR EQUIV. OPTIONALTIEDOWN-ANCHOR HADAND TENS115N ANCHOR HEAD WITH MIN. 5/8" X 3" WEDGE ANCH R 0 MINIMUM 4" EDGE DISTANCE CUSTOMER: NANO CORONA (# 655-LOT #56) Senyb Engineering Services 318 S. Scenic Hwy, Ste. 100 THESE STANDARDS AND PLANS MEET THE 2017 F.B.C. - RESIDENTIAL (6TH EDITION) DRAWING INFORMATION ADDRESS: 10701 S. OCEAN DR, JENSEN BEACH, FL 34957 DESIGNED FOR 20 PSF ROOF LIVE LOAD NAME: Lake Wales, FL 33853 CENTRAL MODEL # UKNOWN- 20'-0" X 37'-0" (HUD) AND 1500 PSF SOIL Office: 863-589-5980 VuLT =ULTIMATE DESIGN WIND SPEED= 170 MPH (RISK CATERGORY II BUILDING) M.B.J. FOUNDATION PLAN AND DETAILS BEMIRING CAPACITY Fax: 1-866-865-2044 Website: www.senybengineeflng.com Vim=NOMINAL DESIGN WIND SPEED= 132 MPH (RISK CATERGORY 11 BUILDING) (TABLE 1609.3.1) HOMES lr`'11 PROVIDED BY DATE Email: info@senybengineering.com MARK V. RICHTER, P.E. # 56196 a S: �� 05 31-zo1S SENYR ENGINEERING SERVICES F SCALE: NOT PRINTED 310 S. SCENIC HWY, STE. 100 LAKE WALES, FL 33953 �1 SENYE ENGI>`EERI�4 SERytCES LAKE WALES, FLORIDA 33853 SHEET 1 OF 1 © cOPYRleKr 2017 OFFICE: 863-589-5980 An Engineering and Uemgn Compa"y TO SCALE HANDRAIL GRIP_ SIZE Sim-�" � 2s" max. _ r �x pQ; ae R17 'ACINCfACULAR CIRCULAR RECESSED Perimeter: >64" *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. *HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2 INCHES BETWEEN THE WALL AND THE HANDRAILS. 2 X 2 BALUSTER ---'I. z_ MIN. (3) SIMPSON'S SDS 1/4" X 4-1/2" WOOD SCREWS FOR RIM JOIST TO POST n 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 'v 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. 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 AROUNp_P-T- X 6 TIGHTLY STAIR AND LANDING ILLUMINATION REQUIRED (DO NOT OVER TENSION STRAPS) (EACH SIDES OF LANDING) i EXISTING STRUCTURE / EACH P.T. POST FASTENED TO PERIMETER \-- 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 4'-0" TYP WOOD SCREWS OR EQUIVALENT. 16D NAILS OR EQUAL 6'-0" MAX •T. 5/4" X 6 BOARD RAIL CAP FASTEN P.T. 5/4 DECKING TO P.T. 2X6 JOISTS WITH OPENINGS SHALL NOT ALLOW MIN. 2-3" SCREWS PER CONNECTION THE PASSAGE OF A 4" DIAMETER SPHERE 2 X 4 TOP & BOTTOM ATTACHED TO TO POSTS WITH (2)#8 WOOD SCREWS ON INSIDE FACE. THE GUARDS MAYBE WOOD, ALUMINUM, VINYL, OR EQUIVALENT. OPENINGS FOR REQUIRED GUARDS ON THE SIDE OF STAIR TREADS SHALL NOT ALLOW A SPHERE 4-3/8" TO PASS THROUGH. LANDING HEIGHT = 7 STEPS (MIN.) ATTACH BALUSTERS W/ MIN. (1)#8 WOOD TSCREW OR EQUIV. OM s .T. 2X6 (1) 2 X 6 P.T. ATTACHED TO POSTS USING (5) 16D NAILS OR EQUIVALENT AT EACH 2X6 TO POST CONNECTION. (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 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. 11f,,0,6 01-2018 Xk10EN C E 1VS�;. C' o. 56196 �° = STATE OF ;FSSF4,Of� /ONAL 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 � m M o� z= wU a 0Om =cliz a o U)) LX ,z z0W Drawing Number. S1 =P CONSTRUCTION Engineering Se ices 318 S. Scenic Hwy, Ste 100 Lake Wales, FL 33853 © COPYRIGHT 2017