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HomeMy WebLinkAboutFOUNDATION PLAN & DETAILSC 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. 0 0 6'-6" MAX 2--0• -C, 0' 5'-10' VP. MAX I MAXI 6'-6" MAX I OGAN ED BY St. luds Coo rpp/ MAX COLUMN LOADS O = 963 LBS. O = 963 LBS. 3O = 2695 LBS. ® = 2695 LBS. IQ —L6'-0"MAX I NG J o' SPAL6'-0" TYP. REC�r I ) .• - .�15 D fJ� ? 7oZ (MATELINE) 6-6MAX I '-0' 6'-0' TYP. A o w MAX 6'-6" MAX F-1 En F�1`111 FACTORY rM pnn OO � _G,6 � � � ._G• C7 '-D '-0 "V-0. O.C. c MAX MAX MAX F-1 0'-0" 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 4.2' -MINIMUM FINISHED FLOOR ELEVATION TO BE 6.0' GROUND ANCHOR INSTALLATION AVER BRACKET OR EQUAL FASTENED TO PERRAIL W/10 WOOD SCREWS MIN. 1 PENETRATION WITH 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 .vr '�7 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 GALVANIZ ZINC COATING �ASTM STANDARD 123-89 .6 OUNCES ER SQUARE FOOT PER SUUUUUURFACE 4750 POUNDS MINIMUM BREAK STRENGTH, MARKED EVERY 12 TO 15 INCHES (MANUFACTURER'S NAME AND ASTM SPEC. Doo953-91 , 1 1//4" WIDTH. GROUND ANCHORS SHOULD BE )IL BEARING CAPACITY. CERTIFIED BY A PROFESSIONAL ARCHITECT 2. CONCRETE BLOCKS ARE ONLY RATED AT 8000 POUNDS, 8000 POUND PIERS OR HIGHER MUST BE 4'-0" O.C. ENGINEER AND/OR NATIONALLY RECOGNIZED TE DOUBLE BLOCKED. MAX SPACING 40AADDNCA;AACCIIY SHOULD THE MINIMUM LEAST EQUAL TO 3. STABILIZER SYSTEM PER 0LIVER TECHNOLOGIES, INC., OR EQUIVALENT AND ALL SIDEWALL ANCHORS ARE 4725 LBS. 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 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 F_ KNOTS, SPLITS, AND SIMILAR IMPERFECTIONS. SHIMS SHALL BE OF P.T. LUMBER, CEOARrMABS AN96EAR1NTACT POINTS SHALL NOT BE LESS THAN 2(3 OF THE BEARING-RRIOR�WADDfNGTHE SUMS. _6_AUJ- EDOWNANCHORSSFft AAVE 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 [-BEAM CENTERLINE. 11. ALL MASONRY PIERS MAY BE INSTALLED IN A DRY STACK SUBJECT TO LOCAL JURISDICTION +II,Ir,ri . CEN i No. 96 ST TE FId. AL : w v F.T. -FRAME TIE -DOWN FASTENED TO GROUND ANCHOR G.A. • -COLUMN ANCHOR STRAP FASTENED TO GROUND ANCHOR 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 MATEUNE iIEDOWNS-4'-0' O.C. 8"X16" CMU BLOCKS RAME OUTRIGGER DRY STACKED PIER (PER PLAN) FLOOR JOISTS FRAME ,T. 2X8 WOOD SHIM z 'fV 4" THICK SOLID BLOCK CAP g EXISTING io CONCRETE SLAB -I I (GO DRY STACKED PIER I SINGLE -STACKED ^�N ANCHOR INSTALLATION oEj INSTALLATION SECTION "E—E" GROUND 4'-0" GROUND ANCHORS WITH A 5/8" SHAFT AND A F-t 6" SINGLE DISC OR EQUIV. ------------ 8'X16' CMU BLOCKS I DRY STACKED PIER Q Senyb Engineering Services 318 S. Scenic Hwy, Ste.100 Lake wales, FL 33853 THESE STANDARDS AND PLANS MEET THE 2014 F.B.C. - RESIDENTIAL (5th Edition) _ _ _ _ _ -- - - --- _ _ -_ __ _ _- - - --- - - -- - - -- _ -- — -- - •--- -- - - ---- --- CENTRAL - --- -- DRAWING INFORMATION CUSTOMER: EMILY FIGUERO DRESS: 524 NETTLES BLVD., JENSEN BEAC 9 MODEL # UKNOWN- 20'-0" X 39'-0"/40'-0" (H D DE GN PS F�F�QO -LOAD ,: r SOIL �I� APACRY "A"¢' Office: 663-58M980 Vua =ULTIMATE DESIGN WIND -SPEED 170 MPH-(RISKCATERG0RY II BUILDING) _ M.B.J. FOUNDATION PLAN AND DETAILS '' Fax: 1$66$65-2044------- Websitf : vm .senybengineeringxom -V^�=NOMINAL DESIGN WIND SPEED = 132 MPH (RISKCATERGORY II BUILDING) (TABLE 1609.3.1) uO�/�T Q HOMES a PROVIDED BY DATE: Email: info@senybengineering.com MARK V. RICHTER, P.E. ri 56196 . � SIS 2018 gEHYg ENGINEERING SERVICES SCALE: ! 318 S. SCENIC HWY, STE,100 LAKE WALES, FL 33853 SENITS EIa1'i1:tiEERi1tiUSERMCES. D Company LAKE WALES, FLORIDA 33853 SHEET 'I OF 1 © COPYRIGHT 201s OFFICE: 863389-6980 An �nglnrering and ga NOT PRINTED TO SCALE r HANDRAIL GRIP SIZE 14 ';2a max. E t pa: is t ml . `NONCIIRCt LAR CIRCULAR -RECESSED Re"tiftTaler: 4' • Sq ,Perimeter: ?8a . *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. 4'-0" TYP THE GUARDS MAYBE WOOD, ALUMINUM, VINYL, OR EQUIVALENT. 2 X 2 BALUSTER--]. MIN. (3) SIMPSON'S SDS 1/4" X 4-1/2- WOOD SCREWS FOR RIM JOIST TO POST M CONNECTION, (5) 16d NAILS OR EQUIVALENT P.T. STEP LANDING FLOOR FASTENE • TO HOST FLOOR MEMBERS USING SIMPON'S 1 /4" X 3-1/2- SDS WOOD SCREWS OR a EQUIV. AT 12" O.C. STAGGERED SCREW PATTERN o P.T. 2X6 I 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) EXISTING STRUCTURE / PORTABLE CHAIR UFT (BY OTHERS) EACH P.T. POST FASTENED TO PERIMETER JOIST USING (3) 1/4" X 4-1/2" SIMPSON'S SOS WOOD SCREWS OR EQUIVALENT. .T. 5/4" X 6 BOARD RAIL CAP OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" DIAMETER SPHERE USING (5) 16d NAILS OR EQUIVALENT AT EACH 2X6 TO POST CONNECTION. 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)#8 WOOD SCREW OR EQUIV. (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 2 X 6 P.T. LUMBER (SP#1 OR SP#2) 16" O.C. SPACING, FASTEN USING 16D NAILS OR EQUAL FASTEN P.T. 5/4 DECKING TO P.T. 2X6 JOISTS WITH MIN. 2-3" SCREWS PER CONNECTION STAIR AND LANDING ILLUMINATION REQUIRED 3'-0" LANDING HEIGHT = 5 STEPS (MIN.) 4'-0" LANDING HEIGHT = 7 STEPS (MIN.) 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, '���rrrrrr�J, CENS• �'�, ; _° • S TE E • • `R N AL, These plans and specifications comply with Section 1609 of the 2014 FBC-Residential (5th Edition) V ULT =ULTIMATE DESIGN WIND SPEED = VASD =NOMINAL DESIGN WIND SPEED (TABLE 1609.3.1) (3 second gusts) Office: 863589-5980 Fax: 1-866-865-2044 Zag� E' a� a LU m LL cc W R W H o m �T i!2 IF 5 P I` -,I W O x Engineering Services Lake Wales, FL 33853 © COPYRIGHT 2015