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HomeMy WebLinkAboutFOUNDATION PLAN & DETAILf ACTORYI-BEAM T. 2 X8 WOOD CAP •• M . 4' THICK SOLID CAP BLOCK z 8"X8"X16' CONCRETE g :•. ' ASONRY UNITS a ; . �•: (DRY -STACKED) CO,. A PIER "A" GRAM t}�;!..•.e: EXISTING CONCRETE NOTE: PIER TYPE -A" NAS A SLAB (GOOD CONDITION) SLAB TO TOP OF OF 80M T32 X -P.T. 2 X8 WOOD CAP • 8"X8"X16' CONCRETE —MASONRY UNITS (DRY -STACKED) :; ;;• PIER "B" EXISTING CONCRETE SLAB (GOOD CONDITION) (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 S. DESIGN ROOF LIVE LOAD: 20 PSF S. DESIGN FLOOR LIVE LOAD: 40 PSF 7. MIN. ASSUMED SOIL BEARING CAPACITY: 1500 PSF 8. OCCUPANCY CLASSIFICATION: R3 S. 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) __.i:ET THE REQUIREMENTS OF THE FEMA85 CODE IN WHICH THE FOUNDATION MUST RESIST FLOTATION, COLLAPSE, AN[ AND ALL OTHER LOADS DURING THE BASE FLOOD. IN ADDITION, THE FOUNDATION IS DESIGNED TO PROVIDE RESISTANCE TO UPLIFT AND OVERTURNING OF M MOVEMENT DUE TO THE EFFECTS OF WIND AND V HOME DUE TO FLOOD AND WIND FORCES AT THE BASE F To,,6,-o" TYP. A I MAX 1 M'-0" MAX F-104'-0" O.C.MAXMAX YI 15'-0' 36'-0'27-1a•I FACTORY IFBEAM M1 Ifn _ ICI I'm _ Ifll _ �_ ____([]I I� n In FACTORY.I-SEAM L6 MAX a I SPACING - o zo (MATELINE) WMAX" 6'-0' MAX In FACTORY I -BEAM — —V— —'---i— --V-- MAX GROUND ANCHOR INSTALLATION A R BRACKET OR EQUAL FASTENED TO PERIMETER RAIL W/10 WOOD SCREWS MIN. 1 PENETRATION WTH MIN. 14 SCREWS OR 50X SCREW HOLES FILLED, EVENLY SPACED. BRACKET MAYBE OMITTED ONSTTE IF IT IS INSTALLED BY THE MANUFACTURER 2X8 . MIN. PERIMETER RAIL M. rr. ' 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 GALVANIZE ZINC COATING (ASTM STANDARD 123-89A .6 OUNCES PER SQUARE FOOT PER S RFACE 4750 POUNDS MINIMUM BREAK STRENG1Ff, MARKED EVERY 12 TO 15 INCHES (MANUFACTURER $ NAME AND ASTM SPEC. D 953-91,11 1/4° WIDTH. GROUND ANCHORS SHOULD BE 1. BLOCKING SPACING BASED ON 20PSF LIVE LOAD ON ROOF AND 1500 PSF SOIL 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 NATIONALLY RECOGNIZED TESTING LABORATORY. THE MINIMUM ULTIMATE DOUBLE BLOCKED. MAX SPACING LOAD CAPACITY SHOULD BE AT LEAST EQUAL TO 3. STABILIZER SYSTEM PER OLIVER 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 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 2l3 OF THE BEARING PRIOR TO ADDING THE SHIMS. B. 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 5'-0" MA 6'-0" MAX MAX MAX COLUMN LOADS 1Q = 4851 LBS. 20 = 4851 LBS. 3� = 2310 LBS. ® = 2310 LBS. 1LII�r � "Z� No. 3 6` STATE OF q. . w�' 0�-04-2017 REVIEWED FOR CO n�>� REVIEWED JX DATE PLANS AND E. MUST BE KEPT ON OR NO LNSPECTION WILL BE MADE. FLOOD ZONE INFORMATION - FEMA MAP INDICATES THAT THIS LOT IS IN A FLOOD ZONE AE WITH BASE FLOOD ELEVATION AT 5' NAVD 88. -LOT SITE GROUND (ESTABLISHED) ELEVATION IS 4.0' MINIMUM FINISHED FLOOR ELEVATION TO BE 5.0' THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO SYMBOLS vv `"'e-F`f-"'t.K.A1366 liUUt,. _CONCEALED FASTENERS OR ATTACHMENTS VF.T. -FRAME TIE -DOWN FASTENED TO GROUND ANCHOR G.AARE THE RESPONSIBILITY of THE 0 -COLUMN ANCHOR STRAP FASTENED TO GROUND ANCHOR CONTRACTOR OF RECORD-OLIVER TECHNOLOGIES, TIEDOWN ENGINEERING, OR MINUTE MAN ANCHORS LONGITUDINAL 81 LATERAL BRACING SYSTEM ®-OLIVER TECHNOLOGIES, TIEDOWN ENGINEERING, OR MINUTE MAN ANCHORS LATERAL BRACING SYSTEM ONLY DEWALL LL MATELINE WA TIEDOWNS-4'-o° O.C. 8"X1S' CMU BLOCKS AME OUTRIGGER DRY STACKED PIER (PER PLAN) FLOOR JOISTS FRAME 8"X16' CMU BLOCKS g EXISTING N 10 CONCRETE SLAB I I (GOOD CONDITION)�N1� DRY STACKED PIER Q C.y (0 I jtr 2X8 WOOD SHIM z XQ " THICK SOLID BLOCK CAP "X16° CMU BLOCKS 'D oI RY STACKED PIER .II INGLE-STACKED '-:N ANCHOR INSTALLATION 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_1 MINIMUM 4' EDGE DISTANCE Senyb Engineering Services THESE STANDARDS AND PLANS MEET DRAWING INFORMATION CUSTOMER: JONES (LOT # 344) DESIGNED FOR20 318 S. Scenic Hwy, Ste.100 THE 2014 F.B.C. - RESIDENTIAL (5th Editim) ADDRESS: 804 OSPREY, FT. PIERCE, FL 34949 PSF ROOF LIVE LOAD NAME: Lake wales, FL 33853 CENTRAL MODEL # UKNOWN- 22'-0" X 54'-046'-0" (HUD) AND 1500 PSF SOIL Office: 863-589-5980 Vuu =ULTIMATE DESIGN W ND SPEED = 170 MPH (RISK CATERGORY II BUILDING) M.B.J. FOUNDATION PLAN AND DETAILS BEARING CAPACITY Fax 1-866-8engine4 Webstte: wwwsenytlengineering.Com DESIGN WNDSPEED=132MPH (RISK CATERGORYIIBUILDING) (TABLE (TABLE 1609.3.1) HOMES^PROVIDED 11 l�1JLJ►J BY �i���j � Py�_� DATE:Email: info@senybengineeHng.com MARKV.RICHTER,P.E.#56196 �`,' 57) �E 07-312017 318 S. SCENIC HWY, STE. 100 SEN1fB ENGINEERING SERYICES� SCALE: ©COPYRIGHT =5 LAKE WALES, FL 33853 OFFICE:883589-5980 SENYB £T1 ,[NEERIN , SERVICES AOEngloeennAandDespnCompany NOT PRINTED TO SCALE LAKE WALES, FLORIDA 33853 SHEET 1 OF 1 1 HANDRAIL GRIP SIZE 1 A A 1 im 2. 9 Y% max , Pam. 1G. t 4a1 Ni3A1C13iCUiAR CIRCULAR RECESSED Pernneter d'.6;1 Perilneler.}8R�" *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 PERIMETERS " ��2 X 6 P.T. LUMBER (SP#1 OR SP#2) JOIST USING (3) 1/4" X 4-1/2" SIMPSON'S SDS '-0MAX 16" O.C. SPACING, FASTEN USING WOOD SCREWS OR EQUIVALENT. 16D NAILS OR EQUAL 4'-0" 6'-0" MAX MAX .T. 5/4" X 6 BOARD RAIL CAP OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" DIAMETER SPHERE 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. 2 X 2 BALUSTERS I. OPENINGS FOR REQUIRED GUARDS ON THE AIR SHALL MIN. (3) SIMPSON'S SDS 1/4" X 4-1/2". 9 SIDE OF SPHERE 4T3/8TREADS 0 SS THROUGH. ALLOW A WOOD SCREWS FOR RIM JOIST TO POST CONNECTION, (5) 16d NAILS OR EQUIVALENT ATTACH BALUSTERS TO TOP &BOTTOM P.T. STEP LANDING FLOOR FASTENE Z W/ MIN. (1)#8 WOOD SCREW OR EQUIV. 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 b ` P.T. 2X6 T. M.� 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'-O" LANDING HEIGHT = 5 ST=(MIN.) 2X6 TO POST CONNECTION. 4'—O" LANDING HEIGHT = 7 ST 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. 1''1llrrrrr,0,8-04 2 17`' �Nc Nr C No. STATE OF 0 p, \ Q• ''G\ ONAL These plans and specifications comply with Section 1609 of the `' 2014 FBC-Residential (5th Edition) V ULT =ULTIMATE DESIGN WIND SPEED = 170 MPH VASD =NOMINAL DESIGN WIND SPEED = 132 MPH (TABLE 1609.3.1) (3 second gusts) File 318 S. Scenic Hwy, Ste. 10D Lake Wales, FL 33853 Office: 863-589-5980 Fax:1-866-865-2044 I r I VINYL SIDING HARDI BOARD, OR EQUIVALENT SKIRTING DETAIL TOop P TRACK F STEN TO H ST T. SILL PLATE) USING SIMPSONS 1 2-1/2 �S WOOD � SIDEWALL� �CREWS AGGE RED SOCREW PIATT RN) SPACING. P.T. SILL PLATES END OFOSTUD,AONE POERROFMLANGAEC�MIIN tNG (2) 8 OUTRIGGER FLOOR JOISTS 'SMS fo' BE COVEREDWfiH•`THERMO—PEf (.113 THICKNESS) FRAME 0—PLY TO BE INSTALLED NTH 1-1/4' GALVANIZED ROOFING NAILS UIV. THE FASTENING SCHEDULE IS 3" O.C. ON ALL PANEL EDGES " O.C. ON INTERMEDIATE SUPPORTS. ALL JOINTS SHALL OCCUR .T. 2X8 WOOD SHIM STUDS. THERMO—PLY TO BE COVERED WITH VINYL LAP SIDING, HARDI I OR EQUIVALENT. SIDING TO BE INSTALLED PER MANUFACTURE'S 1CTIONS. $"X16" CMU BLOCKS DRY STACKED EXISTING CONCRETE SLAB r U SLAB -I I ., „. •:, .•: ' ,. ;.• ��' A SECTION "A" s-, VENTILATION NOTES 1) VENTILATION OPENINGS SHALL BE COVERED FOR THEIR HEIGHT AND WIDTH WITH A PERFORATED (1/4 INCH MAXIMUM OPENING IN ANY DIMENSION) CORROSION-, AND WEATHER RESISTANT COVERING THAT IS DESIGNED TO PREVENT THE ENTRY OF RODENTS. 2) A VENT SHALL BE INSTALLED WITHIN 3'-0" OF EACH CORNER OF STRUCTURE FLOOD VENT NOTES 1) IF HOME IS TO BE PLACED IN A FLOOD ZONE, THE LAP SKIRTING WALLS WILL REQUIRE HYDROSTATIC VENTS. ACTUAL VENT LOCATIONS ARE DICTATED BY SITE CONDITIONS AND WILL BE LOCATED ONSITE BY CONTRACTOR. THE BOTTOM OF EACH OPENING IS TO BE LOCATED NO HIGHER THAN 1 FOOT ABOVE THE GRADE THAT IS IMMEDIATELY UNDER EACH OPENING. 2) FLOOD OPENINGS SHALL HAVE A TOTAL NET AREA OF NOT LESS THAN ONE SQUARE INCH FOR EVERY SQUARE FOOT OF ENCLOSED AREA SUBJECT TO FLOODING. OPENINGS MAYBE EQUIPPED WITH SCREENS, LOUVERS, OR OTHER COVERINGS PROVIDED THAT THEY PERMIT THE AUTOMATIC ENTRY AND EXIT OF FLOOD WATERS. MATELINE WALL 2'xB' FLOOR JOIST -2'x6" P.T. SILL PLATE GALVANIZED METAL STUD (26 GAUGE) STUDS ® V-4" O.C. GALVANIZED METAL STUD (26 GAUGE) ING CONCRETE SLAB i i VINYL LAP, HARDI BIIARD, DR EQUIVALENT SKIRTING INSTALLED PER MANUFACTURER'S / INSTRUCTIDNS. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. 11,111►1J.p, - 017 CEWr Xw �. .. ♦ • o.•� -° STATE 0 •/L,.J� � These plans and specifications comply with Section 1609 of the 2014 FBC-Residential (5th Edition) VULT =ULTIMATE DESIGN WIND SPEEEEjD= 170 MPH VASD =NOMINAL DESIGN WIND SPFJ±'1D I&C (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 �I 0 cN zWU—I. s� 00 Laz y20_U nd�oaX (0w DU Oa ar �g�� Fay ul C�u� m a_ U Q O T Drawing r. Numbe + I skirting Details Senyb Engineering Services 318 S. Scenic Hwy, Ste. 100 Lake Mies, FL 33853 © COPYRIGHT 2013