Loading...
HomeMy WebLinkAboutMOBH23-0049 SPA30-25F 2024.pdf ENGINEERED FOUNDATION PLAN C.P. SEISMIC PIER TM (MAX. HEIGHT 32.591) SPA 30-25F FOR: CENTRAL PIERS, INC. 284 N. THORNE AVE. FRESNO, CA 93706 559-268-0828 BY: ROCK SOLID ENGINEERING, INC. 1100 MAIN STREET, SUITE A WATSONVILLE, CA 95076 831-724-5868 4�OQROfESS/ STATE APPROVAL 0. 60245 11AIWACTURED HOME/MOBILE HOW * FOUNDATION SYSTEM ` CIVIL NEALTN AND SAFETY CODE,SECTION 111331 qTF pf CANE OR��P APPROVED Si ned: 9-7-tD-2-Z- I APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUIREMENTS OF APPLICABLE STATE LAWS AND REGULATIONS State ofCahfomia DepaAmeft of Hoaaia8 and Community Developmetd IVISION OF CODES AND STANDARD BY '--' -G Yaatura} SPA NU. ' U--Z REV. DATE BY COMMENTS We Plan Approval Fapu" f 09/14/20 YW UPDATE TO 2019 CBC/CRC 09/12/18 YW UPDATE TO 2016 CBC/CRC 0 08/12/16 YW MINOR TEXT EDITS 03/25/14 YW UPDATE TO 2013 CBC/CRC CK SOLID ENGINEERING, INC. ENGINEERED FOUNDATION PLAN SHEET O CENTRAL PIERS - SPA 30-25F Fi OF 6 GENERAL NOTES: FOUNDATION PAD NOTES: REFERENCE: CALIFORNIA CODE OF REGULATIONS, TITLE 25 AND 2019 C.R.C./C.B.C. CHAPTER 18. THESE PLANS MEET THE INTENT OF 1 C.R.C. 1A. I. TWO FOUNDATION PADS ARE AVAILABLE FOR USE WITH THIS SYSTEM, THE 1. DESIGN LOADS SHALL HE CONSISTENT WITH LOCAL REQUIREMENTS WHERE CUSTOMER MAY CHOOSE ONE OF THE PADS FOR THEIR HOME, SEE DETAIL 2, SHEET F8. INSTALLED. THE FOLLOWING DESIGN LOADS ARE INCORPORATED HEREIN: FLOOR LIVE LOAD: 40 PSF 2. FOUNDATION PADS SHALL BE PLACED ON FIRM, LEVEL UNDISTURBED SOIL (SEE ROOF LIVE LOAD: 30 PSF - 100 PSF AS LISTED IN TABLE GEN. NOTE 2). BASIC WIND SPEED & EXPOSURE: C$ _-T3�7}MPH. SEE TABLE F6 SEISMIC DESIGN CATEGORY: E s=l — 3. THE FOUNDATION PADS SHALL BE ORIENTED AS SHOWN ON THE PLAN VIEW S TE CLASS D 3a=1.5• 3ds=1 F = = 5 DRAWINGS, SHEETS F3 AND F4, WITH THE BOLT HOLES PERPENDICULAR TO THE •P R C 7-18. S I 1 .1 .8. , Ss NEE 0 EXCEED 1.5. (SITE VALU CHASSIS BEAM. MAY BE HIGHER). THIS DESIGN NOT INTENDED FOR USE IN FLOOD HAZARD AREAS UNLESS A 4, CONCRETE FOUNDATIONPADS SEPARATE DESIGN ADDRESSING THE FLOOD ARD IS SUBMITTED FOR A. 2500 PSI AT 28 DAYS AS TESTED & MANUF. BY STARLITE WEIGHT CONCRETE. PR V B THE LOCAL JURISDICTION. 5. PRESSURE TREATED FOUNDATION PAD 2. FOOTINGS ARE TO BE SUPPORTED BY EITHER FIRM, UNSATURATED, UNDISTURBED A. 3/4 INCH A.P.A. 48/24 EXTERE®R P.S.I.-83 CC. PLUGGED, SOIL OR COMPACTED FILL, ASPHALT OR CONCRETE. FOOTINGS ARE DESIGNED FOR ER-QA397, PRP-108. 1500 PSF BEARING CAPACITY AND SHALL BE COMPATIBLE WITH LOCAL SOIL CONDITIONS. ALL FOOTINGS SHALL BE FOUNDED IN ACCORDANCE WITH H. 8, ATTACHMENT TO EXISTING CONCRETES AA GUIDELINES AND TITLE 25 OR PREPARE 3UBGRADE PER SOIL REPOR' THE C.P. SEISMIC PIER MAY HE ATTACHED TO AN EXISTING COMPETENT CONCRETE WHEN AVAILABLE. �QQROFES$/C� SLAB OR CONCRETE FOOTING ACCORDING TO THE FOLLOWING CRITERIA: 3. STRUCTURAL STEEL: 4� -ZE M. Gy 1. ATTACH WITH TWO 5/8"DIAM. REDHEAD WEDGE ANCHORS, OR EQUIVALENT a. SHALL CONFORM TO ASTM A38 Fy = 36 KSI MINIMUM. c 2. MINIMUM EMBEDMENT = 2.5" b. SHALL BE FABRICATED ACCORDING TO AISC SPECIFICATION �4 3. MINIMUM CONCRETE THICKNESS = 3%" c. SHALL BE WELDED ACCORDING TO AW3 SPECIFICATIONS: 0.60245 4• MINIMUM EDGE DISTANCE = 2" I. ELECTRODES: E70 ii. PLATES: ASTM A38 � # COACH SIZE NOTES: iii. BOLTS: STANDARD ASTM A307 `Px CIVIL iv.ALL THREADED ROD: COLD DRAWN LOW COMPONENTS INCLUDING CARBON &WE 9CREW3 ET .9T��F CAllf 0��\ UNLESS APPROVED BY ROCK SOLID ENGINEERING, INC., THE ROOF PITCH SHOULD METALNAEL.SNOT EXCEED: ARE TO BE PROTECTIVE COATED. A. SINGLE WIDES: 4:12 4. THE C.P. SEISMIC PIER SHALL BE LISTED & LABELED BY B3K A330Fdd � "� B. DOUBLE AND TRIPLE WIDES: 3:12 or 4:12 AS LISTED IN TABLE SHEET F5 OR THESE ULTIMATE LOADS: 2. FOR ANY HOME SIZE OTHER THAN AS SHOWN ON THIS PLAN OR REFERENCED IN A. 7" THRU 18 INCH PIERS: 3203 LBS. (STRONG DIR), 2273 (WEAK DER) THE TABLE SHEET F5, THE LAYOUT SHALL BE REVIEWED & APPROVED BY ROCK B. 19 INCH X-LARGE PIER: 1553 LBS. (STRONG DIR.), 1462 (WEAK DER) SOLID ENGINEERING, INC. C. 18,000 VERTICAL C 5. THIS FOUNDATION SYSTEM I3 FOR PLACING MANUFACTURED HOMES CONSTRUCTED INSPECTION REQUIREMENTS: WITH LONGITUDINAL OR CROSS JOISTS. I. THE DESIGN OF THIS SYSTEM IS BASED ON STANDARD MANUFACTURED HOMES AS 8. THIS FOUNDATION SYSTEM I3 DESIGNED TO BE CONSTRUCTED ON A FAIRLY LEVEL BUILT BY THE MANUFACTURER. SITE BUILT ADDITIONS SUCH AS GARAGES AND SITE WITH NO EXISTING SOIL PROBLEMS. SEE NOTE 2 AND TITLE 25, SECTION SECONDARY ROOFS HAVE NOT BEEN INCLUDED IN THIS DESIGN. 1334(b). 2. ALL DIMENSIONS INCLUDED ON THIS PLAN, INCLUDING COACH SIZE, ROOF HEIGHT 7. THE SIZE, TYPE & LOCATION OF STANDARD VERTICAL SUPPORT PIERS & FOOTINGS AND PIER HEIGHT, SHOULD BE FIELD VERIFIED BY THE LOCAL BUILDING OFFICIAL. MUST BE INSTALLED PER THE HOME MANUFACTURER'S INSTALLATION MANUAL. ANY DISCREPENCIES SHOULD BE IMMEDIATELY BROUGHT TO THE ENGINEER'S WITHOUT MANUAL, SPACING OF STANDARD PEERS TO BE DETERMINED BY TITLE 25, ATTENTION. SECTION 1335.5. 3. THE BUILDING PAD SHOULD BE INSPECTED TO ENSURE THAT PROPER SOIL CONDITIONS AND DRAINAGE PATTERNS HAVE BEEN ESTABLISHED IN ACCORDANCE WITH TITLE 25 & THE HOME INSTALLATION MANUAL. CK SOLID ENGINEERING, INC. ENGINEERED 2FOUNDATION PLAN ©011/14/20 D SHEET F2 CENTRAL PIERS - SPA 30-25F OF 6 STANDARD CHASSIS PIER SUPPORT. TYPE, SIZE & LOCATION MUST BE INSTALLED AS SPECIFIED IN HOME'S INSTALLATION MANUAL V J EXISTING -}- EXISTING CHASSSBEAMS VHASS BEAM VHS S BEAMS^ U ♦ SIZE TYPE & LOCATION OF MARRIAGE LINE SUPPORTS MUST BE INSTALLED AS SPECIFIED IN a4 I I I I I THE HOME'S INSTALLATION MANUAL. m 4 4 4 4 4 PLACE C.P. SEISMIC PIERST' IN ROWS OF 4 # PER TABLE, SHEET F5 OF ROWS PER TABLE, SHEET F5 EACH SEISMIC PIER MAY REPLACE 1 STANDARD PIER PAD ORIENT 4 4 4 4 4 4 I . I PAD MUST E ION uJ LLLLLL LLL77LJJ LLLLLL LLL777JJJ L7J PLACED A3 SHOWN WITH BOLT HOLES PERPENDICULAR TO CHASSIS BEAM WHEN TIDOWNS ARE REQUIRED: PLACE Q�QpROFESS/pANCHOR ON OUTER CHASSIS M. �( Q 4 4 4 4 L�I BEAM IN PLACE OF SEISMIC PIER. yy� F2 I # TIEDOWNS PER TABLE, SHEET F5, rn (Ult. Capacity-2840 Lat & 3170 UpUft) NO.60245 Oh 'k I OUTLINE OF CIVIL HOME ��P —Lim �- ���TTT III Of CALIf0 30'-48' �; neck $-2b-2.2 PLAN Not to Scale H C fl K TRIPLE WIDE HOME �xr9 )1 LOCK SOLID ENGINEERING, INC. ENGINEERED FOUNDATION PLAN ©09/14/20 SHEET F3 CENTRAL PIERS - SPA 30-25F of 6 STANDARD CHASSIS PIER SUPPORT. —FTF - TYPE, SIZE do LOCATION MUST BE INSTALL HOME PRIDE OR (U jer I — -_ INSTALLED AS SPECIFIED IN OLIVER TECHNOLOGIES HOME'S INSTALLATION MANUAL EARTH ANCHORS cD 2900 The CAPACITY. NUMBER PER TABLE SHEET F5 SPACE 1ST ROW 2 FT ❑� ❑� ��,,- �I CE j F EVENLY• INSTALL THEN END II� I EXISTING I VCHASS S 1 EAMS`T Wa'I' TIEDOWNS, WHERE ✓cH EXISTING BEAMSv PAT_] ORIENTATION CHASSIS EEAMS`� REQUIRED PAD MUST HE (� SEE TABLE SHEET F6. PLACED AS SHOWN I T I W U WITH BOLT HOLES T' MIN:--I p PERPENDICULAR TO L1. CHASSIS BEAMC.P. SEISMIC PIER' PLACE C.P. SEISMIC PIERS" � � E � & FOUNDATION PAD IN ROWS OF 4, # PER TABLE # OF ROWS PER TABLE SHEET F5 SHEET F5 # PER TABLE SHEET F5, EACH SEISMIC PIER EACH SEISMIC PIER MAY REPLACE MAY REPLACE 1 1 STANDARD PIER STANDARD PIER 4 4E,.14 4 4 4 PAD ORIENTATION u PAD MUST HE W LLLLLL LLLLLL LLLLLL PLACED AS SHOWN LLLLLL LLLLLL p, WITH BOLT HOLES I I p Tn PERPENDICULAR TO U] S9IS BEAM WHEN TIDOWNS ARE REQUIRED: pgOFESs/Q C C PLACE C.P. ANCHOR PIER ON OUTER CHASSIS BEAM IN PLACE OF SEISMIC PIER. # TIEDOWNS PER TABLE SHEET F5 m (Ult. Capacity=2840 Lat do 3170 Uplift) 4 4 No.60245 �k �PJq CIVIL Q OUTLINE OF - a--- OfCA11FTN OR�\ UTLINE OF HOME z0'-32' S�r,ed: 8-u-ZL 8Q18 H C D PLAN Not to Scale PLAN Not t0 Scale ,' 9 0 DOUBLE WIDE HOME SINGLE WIDE HOME CK SOLID ENGINEERING, INC. a ENGINEERED FOUNDATION PLAN ,1,09/14/20 2O SHEET F4 CENTRAL PIERS - SPA 30-25F of 6 MAX. ROOF LIVE LOAD (PSF) 30 PSF 30 PSF 40 PSF 100 PSF MAX. WIND LOAD(MPH,EXP) 95C 100C 120B 130C HOME SIZE / OF a OF N OF # OF # OF / OF / OF N OF / OF ur, ROOF PITCH WIDTH LENGTH SEISMIC �Aa TIE EISHIC ROWS TDI SEISMIC I0OF TIE SEISMIC 0 FMDOWNS 22' TO 48' 4 2 ROWS 4 4 2 ROWS 4 4 2 ROWS 40 4 2 ROWS 4 4� 4:12 8'-16' 48.5'-80' 8 3 ROWS 4 8 3 ROWS 4 6 3 ROWS 4 6 3 ROWS 4� 60.6'-78' 8 4 ROWS 4 8 4 ROWS 4 8 4 ROWS 4 8 4 ROWS 8 28' TO 58' 8 2 ROWS 0 1 8 2 ROWS 0 42 ROWS 4 8 3 ROWS 4 B 3:12 20'-32' 68.6'-68' 8 ,2 ROWS 0 12 3 ROWS 0 8 3 ROWS 4 8 3 ROWS 4 i 66.6'-78' 12 3 ROWS 0 12 3 ROWS 0 8 3 ROWS 4 12 4 ROWS 4 30' TO 56' 8 2 ROWS 0 8 2 ROWS 0 4 2 ROWS 4 8 3 ROWS 4 8 4:12 20'-32' 56.5'-66' 8 2 ROWS 0 12 3 ROWS 0 8 3 ROWS 4 6 2 ROWS 4 PROFESS/ , 86.6'-78' 12 3 ROWS 0 12 ,3 ROWS 0 12 4 ROWS 4 12 4 ROWS 4 �Q�' �E M, {y����� 34' TO 48' 8 2 ROWS 0 8 2 ROWS 0 8 3 ROWS 4 8 3 ROWS 4 30'-40' 48.5'-56' 12 3 ROWS 0 12 3 ROWS 0 8 3 ROWS 4 12 4 ROWS 4 4' r2*� 58.5'-88' 12 3 ROWS 0 12 3 ROWS 0 12 4 ROWS 4 12 4 ROWS 4 60 4 66.6'-78' 16 4 ROWS 0 16 4 ROWS 0 12 4 ROWS 4 16 5 ROWS 4 � 4:12 *' 40' TO 48' 12 3 ROWS 0 12 3 ROWS 0 8 3 ROWS 4 12 4 ROWS 4 �lyr CIVIL �P 40.5'-48' 48.5'-66' 12 3 ROWS 0 12 3 ROWS 0 12 4 ROWS 4 16 6 ROWS 4 FOF CALIFUR� 56.6'-86' 12 3 ROWS 0 12 3 ROWS 0 12 4 ROWS 4 16 6 ROWS 4 66.5'-78' 16 4 ROWS 0 18 4 ROWS 0 18 5 ROWS 4 14 5 ROWS 6 TABLE NOTES: 2 TO USE TABLE, FIND HOME SIZE (SINGLE, DOUBLE OR TRIPLE), THEN FIND ROOF PITCH, WIDTH AND LENGTH. FOLLOW ROW ACROSS TO DESIGN O LOAD THEN DESIGN WIND LOAD. READ TOTAL NUMBER OF C.P. SEISMIC PIERS, # OF ROWS & TIEDOWNS REQUIRED. SEE PLAN SHEETS F3 AND F4 FOR PLACEMENT OF C.P. SEISMIC PIERS AND TIEDOWN SPECIFICATIONS. FOR EXAMPLE, FOR A 24'x80' HOME WITH A 3:12 ROOF PITCH, DESIGN SNOW LOAD OF 30 PSF & 100 MPH, EXPOSURE C WIND LOAD, READ 12 C.P. SEISMIC PIERS, PLACED IN 3 ROWS, WITH 0 C.P. ANCHOR PIER TIEDOWNS. LAYOUT SHOWN IN DOUBLE WIDE PLAN VIEW SHEET F4. *FOR SINGLE WIDES, WHERE TIEDOWN COLUMN IS SPLIT AS SHOWN, INSTALL 2 EARTH ANCHOR TIEDOWNS AT EACH ENDWALL , TOTAL # OF ENDWALL TIEDOWS PER HOME I3 INDICATED IN TABLE BY •. 4 TOTAL N OF SMEWALL TIEDOWNS 4• TOTAL N OF ENDWALL TIEDOWNS HOME SIZES REFER TO NOMINAL SIZES THAT ARE COMMONLY MANUFACTURED. IF THE EXACT SIZE OF THE HOME IS NOT LISTED, CHECK THE NEXT HIGHER OR LOWER SIZE AND USE THE ONE THAT REQUIRED MORE PIERS. THE TIEDOWNS SHALL BE LISTED & INSTALLATION INSTRUCTIONS SHALL BE ON SITE AT TIME OF INSPECTION. NO MORE THAN 1/3 OF THE TOTAL NUMBER OF C.P. SEISMIC MAY BE EXTENDED ABOVE 22.75 INCHES MEASURED FROM THE BASE OF THE PIER TOT TOP PLATE OF THE PIER. NO MORE THAN )¢ OF THE C.P. ANCHOR PIER MAY BE EXTENDED ABOVE 28 INCHES MEASURED AS STATED ABOVE. H C F9 �9 `f ENGINEERED FOUNDATION PLAN ©09/14/20 OCK SOLID ENGINEERING, INC. SHEET F5 CENTRAL PIERS - SPA 30-25F of 6 COACH I BEAM 3' X 3' PLATE 4 - 3/8' BOLT WITH WASHER & NUT FLANGED S/8'PLASTTIC16 HOLES FOR MAX HT ABOVE CLAMP ANCHOR INSERTS 1/2'x2-1/2' C.B. 3 IN FOR THE 6 IN PIPE 2 DIA I \\ 7 IN FOR THE 10 IN PIPE STD PIPE 12 IN FOR THE 15 IN PIPE 4 - 3/8 BOLTS J � 14 IN FOR THE 18 IN PIPE TIGHTEN TO 180 IN-LBS % TUBE MUST EXTEND a; • 41 (15 FT-LBS) TORQUE 3' MIN IN TO CLAMP 3/16' PLATE 4, �4�r BASE HEIGHT V) CLAMP 7 INCH SMALL N 3/4' THREADED ROD 5/8'x3' 11.5 INCH REGULAR M 3/16' PLATE LEGS FLANGED PLASTIC 18.5 INCH EXTRA LARGE TYP OF 2 ANCHOR INSERTS OREPLASTICRINSERTix558'x25T 4x4-4x4 wWF —�q• 1'1 BOLT WITH HARDENED WASHER --1/4' PLATE PRECAST C.P. PRO PAD IPLYWOOD PAD TM QROf SS/p FOUNDATION PADS 1 SEISMIC PIER NOT TO SCALE �Q`���SE w,��F� 2 C.P. SEISIQC PIER #1 O NOT TO SCALE L STING #CO3-0"-80F BY BSK 245 COACH I BEAM 3'X6'XI/4' PLATE BOLTS & NUTS �l,9T CI IL �Q, 2.5' DIAM. F0 C L1F��� STANDARD STEEL PIPE (SCHEDULE 40 10', 12', IS , OR 24' LENGTH , , ABOVEILAX HT Cu>� "Z(0-LZ 2 - 3/8 x 1 BOLTS 7' FOR 10' PIPE N 1o�h2 FIELD DRILL HOLES COACH C 9' FOR THE 12' PIPE 3/16' PLATE CLAMP OPTION OF OR J BEAM 15' FOR THE 2 ' PIPE F W 1 2 s N 4-#14 SELF TAP SCREWS 3' x 3' 22' FOR TH 24' PIP iu o 1/4'x2'x4' PLATE o FLAT BAR ANGLE 3' WIDE SPACER AS /-NEEDED FOR Foal PIPE J-BEAM 24 INCH BY 24 acH 4 - 3/8-BOLTS SEISMIC INCH PIER 3/4' P.T. PLYWOOD PAD T WELD (TYPICAL) C.P. ANCHOR PIER DUBLEI1/16'x IS' ANCHOR RODS. 4 EA TIETDI�OLSE WIIDRESO � WHEN CONDITIONS REQUIRE, HCDj PRE-DRILL B-10 IN, WITH A REQUIRE �5 TABLE 1/2' DIAM, BIT FOR ANCHOR RODS. 9 �a SHEET C.P. ANCHOR PIER NOT TO SCALE 4 TYPICAL BEAM CONNECTION J LL9TDYG #188.8 BY CTC � NOT TO SCALE CK SOLID ENGINEERING, INC. ENGINEERED FOUNDATION PLAN ®09i14i20 LO CENTRAL PIERS - SPA 30-25F SHEET F6 of e