Loading...
HomeMy WebLinkAboutFoundation Plana #5 VERTICAL REQUIRED AT EACH SIDE OF AN 10" x 16" CONTINUOU 6'-0. AX 0 OPENING IN THE STEMWALL FOOTER W/ (2)ON RMRS CHAARCORER S.. AX SPACIN EACH #5 VERTICALS — — — —�_ •——■—--�• •--- • — — — -- ■ STEM WALL DETAIL — SIDEWALL AND ENDWALL Z a DO NOT LOCATE UNDER SHEARWALL o a F I I MINIMUM 16"X24" CRAWL SPACE ACCESS IL 1n I I REQUIRED — W/COVER. LOCATION BY CONTRACTOR a > I I (LOCATION MAY VARY) n I _ I■I TYPICAL STEM WALL OPENINGS (LOCATIONS MAY VARY) 16'-0" '-4" 18'-4" '-4" ( I I AX6'-0' STEM WALL DETAIL - VERTICALS 9'-2" CONTINUOUS CENTER LINE L_ t r— ------ —=— -- -- L I — — —REF. TIEDOWN NOTE #1 39'-0 REF. NON -BEARING COLUMN NOTE ACCESS OPENINGS ARE TYPICAL AND MAY BE RELOCATED'BY CONTRACTOR ­ PER SITE CONDITIONS- I■I I I I I � I � I■ In •• 00 oa��F,I r-M AX SPACIN _ NOTE:: SEE SPECIAL I x #5 VERTICALS — — VENTILATION NOTE I a L-- --- -----------�• ■�------ -� ■ ■ — — - ■ .■ ■ ■ ■ ■ ■ HETA16 REQUIRED. WITHIN 4" OF OPG. SIMPSON.'S HETA 16 INSTALLATION SIMPSON'S HETA16 STRAP REQUIRES MIN. (9)101),X 1-1/2' NAIL r STRAP INSTALLED AT 2'—B' D.C. LINTEL BLOCK CHA R (INSIDE FACE OF CMU) MAXIMUM OF 1" TO ALLOW FOR- LHETAI6 STRAP TEMPORARY TRANSLIFT OPENINGS • (OPENINGS MAY BE ,ON THE REAR SIDEWALL) TRANSLIFT OPENINGS MUST BE FILLED AFTER HOME IS SET. REQUIRES'WU BLOCK AND MORTARED JOINTS ONLY. NOTCHED ENTRY FRONT SIDEWALL ONLY MIT NOTCHED ENTRY REAR SIDEWALL 1' -4" — i VERTICAL REQUIRED WITHIN 8 INCHES OF EACH SIDE OF TRANSLIFT OPENING. 1. ' SOIL BEARING CAPACITY = 1500 P.S.F. (ASSUMED) 2. ALL UNDERLYING SOIL TO BE CLEAN, FREE OF VEGETATION, OTHER ORGANIC MATTER, UNSTABLE SOILS SUCH AS MUCK, AND OTHER DELETERIOUS MATERIALS. 3. FOUNDATIONS TO BE PLACED ON UNDISTURBED SOIL OR FILL THAT HAS BEEN COMPACTED TO 96% MAXIMUM DENSITY PER ASTM D-1557. 4. CONCRETE TO HAVE A MIN. 28 DAYS ® 3000 P.S.I. MIN. SLUMP OF 5" 5. REINFORCING STEEL TO BE ASTM-A615 BILLET DEFORMED MATELINE GRADE 40. PROVIDE A -MINIMUM CONCRETE COVER OF 3 ADJACENT TO EARTH AND. MIN. LAP FOR #5 RODS TO BE 25. 6. MASONRY TO BE 8X8X16 CONCRETE BLOCKS PER ASTM C-90 FOR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS, USING TYPE -M OR S MORTAR. 7. FOUNDATIONS- SHALL EXTEND NOT LESS THAN 12 INCHES BELOW THE FINISHED NATURAL GRADE OR ENGINEERED FILL AND IN NO CASE LESS THAN THE FROST LINE DEPTH. - FOOTINGS..ON. SOIL WITH LOWER ALLOWABLE SOIL PRESSURE SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. HOWEVER, WHERE THERE IS EVIDENCE THAT THE GROUND WATER TABLE CAN RISE TO WITHIN 8 INCHES OF THE FINISHED GRADE AT THE BUILDING SITE, THE BUILDING OFFICIAL MAY REQUIRE THAT THE GRADE ON THE UNDER -FLOOR SPACE BE AS HIGH AS THE OUTSIDE FINISHED GRADE, UNLESS AN APPROVED DRAINAGE SYSTEM IS PROVIDED. TERMITE. SHIELDS AND/OR PROTECTION SHALL BE PROVIDED AS PER CODE. LOCAL AND STATE REQUIREMENTS FOR FOOTINGS .MAY EXCEED THAT SHOWN ON. THE DRAWINGS. IF ANY QUESTIONS, CONTACT YOUR LOCAL BUILDING INSPECTORS DEPARTMENT. 8. CRAWL SPACE UNDER BUILDINGS WITHOUT BASEMENTS SHALL BE VENTILATED BY FOUNDATION NOTES APPROVED MECHANICAL MEANS OR MODULAR FLOOR SYSTEM (EXISTING) BY OPENINGS IN THE FOUNDATION ■ = FILLED DOWN CELL (#5-REBAR-VERTICAL) % WALLS. OPENINGS SHALL BE VERTICALS ARE 6'-0" MAX O.C. ALONG SIDEWALL AND MATELINE. - 1 ®r ��j� L� ARRANGED TO PROVIDE CROSS VERTICALS ARE 8'-0" MAX O.C. ALONG ENDWALLS VENTILATION =AND SHALL BE SIMPSON'S HETA 16 STRAP (HETA1 6-HDG-1 6 GAUGE)- REQUIRES (9)1 Od X 1-1/2" NAILS OR (8)16d NAILS COVERED WITH —8` X 16` CMU BLOCKS (MORTARED JOINTS) HETA16 ARE R-D" O.C. ALONG SIDEWALLS AND ENDWALLS AND WITHIN 12" OF CORNERS CORROSION —RESISTANT WIRE MESH HETA16 ARE 4'-0" O.C. ALONG MATELINE (ALTERNATING SIDES). PERIMETER OF MODULAR CONCRETE FILLED OR NOT LESS THAN A INCH NOR DOWN CELLS #5-VERTICAL REBAR MORE THAN Xi" INCH INANY SPACING PER FOUNDATION PLAN REVIEWED FOR DIMENSION. OPENINGS, IN 0-16 919 FOUNDATION WALLS MUST HAVE A 10'(DP) X 16-(W) CONTINUOUS �`!� 1 I j 1 r"p�,' ,��� COMPLIANCE NET AREA OF NOT LESS THAN 1 FpOTER=AROUND PERIMETER OF ♦.,; _ y,,' C E;Ju CODE SQFT FOR EACH 150• SQFT OF HOME W/ (2) #5 REBAR ON CHAIRS. `;.;.... T r ' e YV CRAWL SPACE. CRAWL SPACE •REBAR MINI-0F"3"=OFF DIRT WITH ••,.•` CEN 0% STw �LUCIE COON 1 i ACCESS OF MINIMUM 16" X 24" IS 25' MIN LAP JOINTS. REQUIRED. �Qt BOCC DETAIL "All MODULAR HOME ID.CA 2X10 (MINI RIM JOIST DUSTING ' 2X10FLOOR JOIST rh z co 1 6 MIL THICK POLYETHYLENE FILM HETA 18 SMPSON TIE OR EQUAL. SPACING OF SILL ANCHOR TO BE 4 O.C. ALL SIDES AND WITH IN 12' OF CORNERS 'RESSURE TREATED MIN.2X6 PLATE NSTALLED AT FACTORY OR IN FIELD TIE BEAM WITH 146 OPROD / ALLECOONNTTIINHOUS AROUND HOME BREAKS W WALL FOR ACCESS HOLES JOINTS II UNDISTURBED GROUND SURFAdE- LOPE GRADE AWAY FROM FOUNDATION ::;,•,.:.::...•...:,`.. CONTINUOUS FOOTER /'""••.'•••"...••••,...1( ::::.: •..::::.: o AROUND PERIMETER �16° Z-05 BAR CON.AROUND FOOTER ON CHAIRS MIN.3' OFF DIRT OFHOME LAP JOINTS 25' M N. SIDEWALL/ENDWALL CONTINUOUS FOOTER DETAIL "B" MODULAR HOME M.C.A. 2-2X10 RIM JOIST EXISTING JOIST Z FACTORY INSTALLED 2X6 P.T. - SILL PLATE OR FIELD INSTALLED EACH HALF. 6MILTHICK POLYETHYLENE FILM • JOINTS SHALL BE LAPPED 61NCHES AND SEALED WITH ADHESIVES. CENTER LINE TIE DOWN NOT TO EXCEED 4'•0° O.C. (ALTERNATING SIDES) STRAP= SIMPSON HETA16 OR EQUAL / SILL PLATE MUST BE NOTCHED AT HETA16 LOCATIONS 10 FLOOR JOIST CENTER LINE CONTINUOUS FOOTER TIEDOWN NOTE #1 HETA16 REQUIRED WITHIN A MAXIMUM OF 12" OF EACH SIDE OF A MATELINE OPENING GREATER THAN 48". IN ADDITION, A HETA16 IS REQUIRED ON THE ALTERNATE SIDE OF MATE LINE AT A MAXIMUM OF 12" FROM THE EDGE OF OPENING. ® NON -BEARING COLUMN SUPPORTS ISOLATED PIER CONSTRUCTED OF INTERLOCKED DOUBLE STACKED OPEN CELL 8"X8"X16"'CONCRETE BLOCKS. (TO BE INSTALLED AFTER HOME IS SET) -ONE SUCH VENTILATION OPENING SHALL BEy VIN 3' OF EACH CORNER OF THE BUILDING. //.�11rr��++ -THE TOTAL AREA OF VENTILATION MOGS JAAY BE REDUCED TO 1/1500 OF THE UNDER AREA E UND SURFACE IS COVERED WITH AN APPRO S RETARDER (0.1 PERM OR LESS) MATERIAL AND TH EQUI E NINGS ARE PLACED SO AS TO PROVIDE CROSS VENTILATION OF E SPACE. THESE , NDARDSAND PLANS MEET . "C' : pT A T PLANT DRAWING INFORMATION CUSTOMER: GRACE COLE DESIGNEDFOR20 Senyb Engineering Services THE 2017 F B.C. (6TH EDITION) -RESIDENTIAL EXPOSURE • ' m._ -O • S� AZTE OF , 1 ADDRESS: )000(SOUTHWIND TRAIL FT. PIERCE, FL 34951 , PSF ROOF LIVE LOAD NAME: 318,S ;Scenic HWy. Vo =ULTIMATE DESIGN NAND SPEED= 160 MPH (RISKCATERGORY 11 BUILDING) Vo :. ..., ... �� : • <r;/ CITY M.B.J. Manufacturer. Skyline Corp - 30!-4" X 56'-00- #S6233-MA SOIL B�FARIN60GOPSF CAPACITY ales FL Lake'Wales, FL 33859 NOMINAL DESIGN WIND SPEED = 124 MPH (RISK CATERGORY II BUILDING) (TABLE 1609.3.1) +• F/ ' FOUNDATION PLAN DATE: 10.15 2018 Office„863-865-5980 6 - MARKV.RICHTER,P.E #56196,� OQ':.\� ; � s •• o R ♦ • �•rra•• HOUSING �E PROVIDED BY F- � FaX, 1-866-865-2044 mm.pen ben ineerin y 9 g 318 S. SCENIC HWY, STE 100'.. _ S/ \♦ �- �� ' (-' �� �N AL _ - Ssn10 EnglneeNng Sewlces SCALE: .corn LAKE WALES. FL 33853 OFFICE: '863-5895980 , I All �T SEWB-E1 IGIIVEERiRiU S£ELVIe£S ®,� An npneer n an a gn Company ACTF g SHEET 1 OF 1 ' r`©;CGPYRGHT W17 .2. �_ 1 1 . NOT PRINTED TO SCALE LAKE WALES FLORIDA33853