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Home My WebLink AboutBLD-19-4292RESERVE AREA LOCUS INFORMATION CURRENT .OWNER: RICHARD & DELENA GENTILE TITLE. REFERENCE: CERT. 214561 PLAN REFERENCE: LCP 11622-A3 ASSESSORS MAP: 25 PARCEL: 63 MINIMUM LOT SIZE: 25,000 S.F. EXISTING LOT SIZE: 22,7921 S.F. OVERLAY DISTRICT: NONE NITROGEN SENSITIVE PROFESSIONAL D SURVEYOR ZONE: NOT A ZONE it FEMA FLOOD SOUTH YARMOUTH ZONE DISTRICT: "AE" ELEV 11, DATED 7-16--2014 SITE PLAN PANEL #25001CO588 J ZONING DISTRICT: R-25 SETBACKS: FRONT 30' 11/14/18 SIDE 15' REAR 20' EXISTING LOT COVERAGE: 1,856f S.F. (8.1 %) x 8.4 LOT COVERAGE PROPOSED: 2,920± S.F. (12.8%) 40 MIL IMPERVIOUS 84 300 BREwouT LINER ' 15 .13' 8.0 BOT: EL = 5.5 5.0 PROPOSED LIMITS OF EXCAVATION. PROPOSED OVERDIG. 5'. ALL LEACHING FIELD. AROUND 6 (38• X 20') _.... X - , �. ,,. OBS)ZRVAiiON PORT I 0 5.5 DIST. BOX C; �' 4(4N)=7.67 ----- -- 'n I(OUT)=7.50_` �4 &9 8 -- I 1 s 0� � LOT77 � - � 9 s----.�.5 .��, I CATCH I PROPOSED PUMP•CHAMBER 7,637± S.F 1,000 GALLON Low -PROFILE 26.1BASIN H-20 S C TANK g ,f' RIM 5,9 I(IN)=3.25 1 UT)=3.00 9.5 EXISTING STRUCTURE AND o EXISTING PROPERTY I EXISTING SEPTIC SYSTEM TO BE LINE lb BE PROPOSED SEPTIC ITANK ,,/ s---�.._ ,,,, S ` o REMOVED IN ACCORDANCE WITH x 5.4 ABOLISHED 2,000 GALLON LOW -PFi0f1LE S ?8.3 f 2 -COMPARTMENT' TITLE V. H-20 SEPTIC TANK I(IN)=3.55 (0 `"---- g j ` 5 Z l(OUT)=3.36 8.9 J 6 8.7. .. 7_ .•-` In - ---- `-EXISTING GAS i CATCH I �Ilzd RIM 5.9 BENCHMARK TOP OF CONCRETE i BOUND. ELEV=6.55 j 0 O , C ' � f 01 z # - , � o � N 28 tU "� LU co Coa co c 4 `` LOCUS LOCUS MAP NOT TO SCALE -iK OF h4gss RcyGN �� o MERAN J. �^ HEALY W 48135 t LA�� 5il KIERAN 46. HEALY DATE PROFESSIONAL D SURVEYOR PLAN OF LAND 141 SEAVIEW AVENUE IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN NOVEMBER 21, 2017 NO: DATE DESC. 1 11/14/18 REV. PROP. UTILITIES MODIFY FOUNDATION PREPARED FOR: RICHARD & DELENA GENTILE 40 CAMPBELLO STREET HUDSON, NH 03051 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 Q 2018 BSC Group, Inc. SCALE: 1" = 10' 0 5 10 20 ter FILE: 4932301-SP.DWG DWG. NO: 5568-04 SHEET 1 OF 1 JOB. NO: 49323.02 Ir I SIMPSON . SIMPSON ' SIMPSON SIMPSON SIMPSON STHD14RJ STHD14RJ STHDI 4RJ 5,343 2,5281 2,52$ 8THD14RJ STHdi 4RJ l t5781 3,131 TYPICAL FRONT A N, D FEAR WALL LOAD 11655 (PLF) ASSUMED MIN SGML BEARING {CAPA ITY=I5OO PSF T"err W BOTTOM OF FOOTING SHALL BE PROVIDED SIMPSON SIMPSON BELOW LOCAL FROST LIME. -I STHD14RJ STHD14RJ 8881 LINEA 2,1971 TYPE M OR S MORTAR, 1 4 BACKFILL AND TAMPING ON-SITE PER cn LOCAL CODE 26,-2 21 'f-234' PRt1`rIDE OONHECMN F`Rt1,4 Pt; AX WNNECtM lit FOR 1,4Wj 4K1FT 4THf4 REBA' 16�- FLP. GIRDER a1 001FOUUITIFT 36)=X12'i3I�P 36 20DU 36�6'x121W 36)MOX12 12' ON 1 O.C. FADE COtN OH FROM ( i,4 Ut'LtfT W1TH 14 REBAR WITH f 4 M #4 t WITH 14 REt3AR 240G24'n1X1P FLR GIRDER TO FOUNDATION 12" O.C. EACH WAY 12" O.C. EAI',�fi WAY 12' O.C. EACH WAY 12' O.C. EACF# WAY WFiH J4 RM kR FOR 2,41;51 UPt1Ft 12' O.C. EACH WAY 4$'-7 15116" 43'-2 13116"' 37'-9 3/4"-32'-10 3/16" 27'-14 11/16" 22'- 17'•11 13'-01/16" 8'-0 112" a� t-- 14 782# 41775# 4,375# 20,4$6# 11408# 11 408# 11 408# 11 408# 5 704# A ' 1,408# , W o r - - , r - _ . r ..� - r - - r- - - - - -- --- -� r 24"'X24'XnEEP Ir - I 1 I I I I MTH 14 I 12 O.C. M WAY — -"1 `�' SIMPSON I I I I i I A ( 1 I I I I I I STHD14RJ L— —J r L..._ �_. _J ! !1 , " u q rr !r u " � 5,343# 5-5 1/16 5-51/16 5�-5 1!16 4'-119/16" !-11 9/1fi 4r.11 9116 4r-11 4'-119116" !-11 9116 4'-119116" !-11 9116 4-119 8'-0 1/2 3'6'k35'X12'CiEEP I 480087(16UV W" 14 RMkR WITH 14 REBAR12w O.C. EACH WAY 12` O.C. EAW WAY a P6f-2 r 16'-3" Q� t • MDE CONNECT01 M FFOUW7M _**' TO ? MOM TM FOR GIRDER LINE B SIMPSON GFW FOR 2,41 51 UPLn - 2,4151 UPUff PIP STHD14RJ 2,1971 . N SIMPSON I o = STHD14RJ 1/2"DIA.X 16" 5,343 –j ANCKBOLTS cm SIMPSON SIMPSON STHD14RJ STHD14RJ 5,3431 3,6851 3'-1 Oy!! 8'-1" REVISION 2 4'-1 1/2" FOUNDATION CONNECTIONS: IMPORTANT NOTE 814 plf sliding 2's quare washer w/ 112' SCALE: NTS VII Plate to Foundation _ Anchor eat (Assume 1116" @ 16 in OC Connection - Ilne_1 & 4 erd ovemi:ed hole) SIMPSON SIMPSON SIMPSON SIMPSON SIMPSON C plf uplift SIMPSON Men thirA min. washer regtttr ed STHD14RJ STHD14RJ 814plfslid;rrg 2'squarewasher v.0Irr STHD14RJ Sill Plate to Faunda`ion 3,6851 2,528] anchor Bolt (Assume 1.16- @ 12 in OC Connection - Ilne_2 and Oversized hole) }///yy /r+�( 25r-3 " - 29'-03/611 34'-10� " 386 pir up! Itt 8'-1!! Min tha mn. washer required 182 01'sliding 2'square wester vvi 12' Sill Plate to Foundation anchor Bat (Assume 1116• @ 42 in OC Connection- ]Ire A and avarg4 ed hole) 210 plf Uplift 11Ein thiel, pti 4Y84her rezi!t-_d 192 ptf slid ng Z' square Washer Yf112' Sill Plate to Foundation Anchor But (Assume 1116' Q 42 in OC Connection-line(3 and oVorsiredr,ote) 209 plr Up'.tG 1,'irm thir-1 min. wester reclined IMPORTANT NOTE 17"-10 �rr i 11'-311 .30'-7 1/2" LINE B FRONT 2415 LB UPLIFT SIMPSON STHD14RJ CORNER INSTALLATION 2 313 LAG SCREW (2),3/8" (3) FULL L#MN 2x STUDS 4 PENETRATION: NOTE: COLUMN SPACING DESIGNED FOR 2x10 BAILS, ExT SHEAT" FOUNDATION PLAN: NOTE: NOTE: SCALE: NTS THIS DRAWING IS PROVIDED FOR _ THE FINAL DESIGN FOR ALL PRE -SITE WORK DIMENSIONAL AND LOAD PURPOSESt- DENOTES ADDITIONAL FQ�TWGS & 6-0 a' SIMPSON SIMPSON SIMPSON SIMPSON SIMPSON SIMPSON SIMPSON SIMPSON STHD14RJ STHD14RJ STHD14RJ STHD14RJ STHDI4R STHD14RJ STHD14RJ STHD14RJ 3,6851 2,528] 2,5281 3,685 3,fi85� 3,585# 3,6851 3,685 ! 11 _15 -7 21'- N }///yy /r+�( 25r-3 " - 29'-03/611 34'-10� " {/�.r -d,rt..l. !0-x'9 421-1 1! 1!{}-•I� .d 8'-1!! 17"-10 �rr i 11'-311 .30'-7 1/2" LINE B FRONT 2415 LB UPLIFT SIMPSON STHD14RJ CORNER INSTALLATION 2 313 LAG SCREW (2),3/8" (3) FULL L#MN 2x STUDS 4 PENETRATION: NOTE: COLUMN SPACING DESIGNED FOR 2x10 BAILS, ExT SHEAT" FOUNDATION PLAN: NOTE: NOTE: SCALE: NTS THIS DRAWING IS PROVIDED FOR LENGTH AND WIDTH DIMENSIONS ARE TO STUD ONLY THE FINAL DESIGN FOR ALL PRE -SITE WORK DIMENSIONAL AND LOAD PURPOSESt- DENOTES ADDITIONAL FQ�TWGS & REOUIRED WITH THE SET-UP & INSTALLATION ONLY. WALL AND FOOTING SIZES & COLUMNS FOR LARGE OF THE UNITS SHALL BE PREPARED BY A REINFORCING FOR THE SAME IS A OPENINGS (NNMATING WALL � P.E. OR RA. PROVIDED BY OTHERS. J THIS DRAWING IA A TRUE FOOTPRINT OF THE UNIT SPECIFIC TO THE SAID UNIT FOUNDATION, DRAINAGE AND DAMP PROOFING TO CONFORM TO STATE 8 LOCAL CODES. ALL :ELECTRICAL & MECHANICAL CONSTRUCTION TO CONFORM TO STATE & LOCAL CODES_ BASEMENT WALLS OR CEILING FRUST BE INSULATED PER 20091ECC REQUIREMENTS. MINIMUM 6" FROM GRADE TO BOTTOM OF SIDENG. PURCHASER IS RESPONSIBLE FOR SERVICE ENTRY CONNECTIONS & IFOUNDATION WIN MAY N T A Y P.E. I ON-SITE TESTING A5 PER REQUIRED BY LOCAL JURISDICTION. DRAWINGS NEED TO SEALED B A .E. WHERE REQUIRED BY LOCAL JURISDICTION. FOUNDATION DRAWN WITH 10' THICK WALLS. STHD14RJ NATLIIiG+ 30-I6d SNCER TtRTD SILL PLATE ;:' .. ' RM LENGTH ,F.; -'-; l • RX D(BOWNT LENGTH 412'' �)\(4.'HZ 1U Zd 135 U 'I --- -1 b "I UAKAWgi L IN (.0 U I I lbrrg S\/q tem,S 451 SOUTHERN AVE: STRAI `fANVIILE PA 16258 THESE DRAWINGS NAVE BEEN EXi`RACTED FROM AND CONFORM TO PREVIOUS APPROVED BUILDING SYSTEM DRAWINGS IMPSON STHD14RJ EDGE INSTALLATION 0 FULL LENGTH 2x STUDS EXT SHEATHM STHD14RJ NAILING1 30-16d SMR TRTD SILL PLATE HN REBAR . 2X EKBEDHOT vM 8' CDCRETE LENGTH +12' STEM VALL :14:4Z. FIVII MODIFICATIONS TITLE: FOUNDATION MODEL: _ Q-28135 28x46 2 -STORY DATE:01-22-79 SCALE: NTS DRAWN BY: MATT CHECKED BY: BUILDER* GENTILE CONSTRUCTION CUSTOMER: GOODWELL STATE: MA WIND: 140 MPH ROOF: 9/12 @ i6" O.C. 60 PSF FLOOR: 200 SPF#2 @ 16" O.C. FILENAME: CH270-Q28735 01-16-19 DAK SHEET NO SP -141 PAGE: PROPRIETARY AND CONFIDENTIAL THESE DRAWINGS AND SPECIFICATIONS ARE ORIGINAL, PROPRIETARY AND CONFIDENTIAL MATERIALS OF CHAIAPION, COPYRIGHT G 1976-2019 BY CHAMPION O Fip - c 3 -7 I � � II. PROVIDE FOUNDATION DRAINAGE, WATERPROOFING/DAMP- PROOFING, AND FOUNDATION WALL ALL FRAMED COM PON ETSS"m � 1 t OF > DANIEL W. rn BY NESS WEE RAL 075 �)NAl ji 2019 B STRUCTURAL SERVICES INI 1 I r---------------------------------------------------------� i LL INSULATION AS INDICATED ON THE ARCHITECTURAL DRAWINGS. READING, MA 01867 CRAWL SP FLOOR I I p (781) 779-1330 3 LALLY COL LL � 3 1/2" CONC. SLAB OVER z CRAWL SP FLOOR cv 6 MIL POLY VAPOR BARRIERLo TOF ELEV.=11.3' M 6 MIL POLY VAPOR BARRIER co L--------- i 00C Lo O I co DECK Q In - d ad 12" p 4. _I WLli CRAWL SP FLR ELEV.=8.2' i ♦♦ d \ 1 I I3'-0" 8" DIA. CONC. O N W W o SONOTUBE, TYP. _ N V) f I 30 „ QZ c 0 Z i. 4" 4" 4' -Iii„ 4'-Ii�„ 4'-11211 4'-11a„ 0 ACI -318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", 40 BUILDING o IMAL I I I 6 1 I I 1 I I I I. 1 1 1 I I I I I I I I 7" FROM FINISH DECK TO 1 1 I I I -6I _ 1 1 1_ I 1 1 I 11 I I n I 1 I I_ — I o- I - 1 1- I I -1 I I—� - 1 - —hJ" 1 - 1 I - 1 i- -t t I I /h 2-P.T. 2x8 GIRT 4. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF TEMPORARY L --_—J L____J L___ J LJ L___ J L ----J L ----J I I I I TOP OF THRESHOLD 3 �" LALLY COL w/SPRINGFIELD WALLS, INTERIOR SLABS -0N -GRADE, AND OTHER CONCRETE NOT OTHERWISE SPECIFIED - —+— — — -- — — --� GAP It BASE PLATE j- I SS CABLE RAILING ON CONC. FTG.-TYP. OF THE STRUCTURE, SITE AND UTILITIES FROM DAMAGE DURING CONSTRUCTION. THE 3000 PSI. EXTERIOR SLABS EXPOSED TO WEATHER -4000 PSI. 2 -SMART VENT o FOR ADDITIONAL INFORMATION SEE FRAMING PLAN F FOUNDATIONPORTION I ( FOR DECKS FLOOD PANEL REFER TO NEW ERA BUILDING BU LD G ENGINEER IS SPECIFYING THE FINISHED CONDITION ONLY, WITHOUT ASSUMING KNOWLEDGE NOR OVER UNDER (4) m SYSTEMS" FOUNDATION PLAN - r COMPOSITES I3 -SMART VENT 2-2x10 I RESPONSIBILITY FOR HOW THE CONTRACTOR WILL ACHIEVE THIS RESULT. 10" CONC. WALL w/ FLOOD PANE — i L 1 DECKING-TYP. 2-#4 TOP t BOTTOM ON co r FOUNDATIONS 20"x 10" CONC. FTG. w/ �--- P.T. 2x10 @ 12" O.C. 2"x4" CONT. KEY L --------------------------------------- -----------------j 1 I FABRIC -ASTM A185. aW Li — — — — —1 r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — - IxlO PVC TRIM - I- — — — — — — — — — — — — — J FOUNDATION DESIGN COMPLETED FOR SUPPORT OF FINAL INPLACE CONDITION OF MODULAR HOME • 41-6115, _0,1 4, _6„ 15' -721, BY NESS BUILDERSINC. , TOF 11.3' ° P.T. 2x10 7� elk 2 -PT 2x8 ` 12" DIA. CONC. 7 / OF ELEV.= SONOTUBE ONi�:2-P.T. 2x8 GIRT 11.3' BIGFOOT FOOTING- u TYP. 12" DIA. CONC. op 46'-0" 8'-1" SONOTUBE ON BIGFOOT FOOTING- TYP. 54'-I" SECTION TI—IRU FRONT PORCH FOUNDATION P WAN SCALE; 114"= '-o" ALL SILL ANCHORING AND LATERAL HOLD DOWN REQUIREMENTS PER NEBS SPECIFICATIONS SEE SHEET SP -101, NEBS DRAWING SET. WEB STRUCTURAL SERVICES NOT RESPONSIBLE TO ANCHORAGES TO FOUNDATION OR LATERAL DESIGN OR COMMENTS OF IT'S DESIGN, SEE NEBS DRAWINGS. N A GE ER L CONDITIONS 1. ALL WORK SHALL BE EXECUTED IN CONFORMANCE WITH THE INTERNATIONAL RESIDENTIAL 10. BACKFILLING AGAINST WALLS OR PIERS MAY ONLY BE DONE AFTER WALLS OR PIERS ARE BRACED CODE FOR ONE AND TWO FAMILY DWELLINGS (IRC 142) TO PREVENT MOVEMENT. FOR, WOOD FRAMED RESIDENTIAL CONSTRUCTION, NO BACKFILLING OF WALLS MAY TAKE PLACE UNTIL THE FIRST FLOOR DECK NAS BEEN FRAMED AND SHEATHED, UNLESS 2. G. C. MUST BUILD EXACTLY WHAT IS SHOWN ON STRUCTURAL DRAWINGS. ANY PROPOSED WRITTEN APPROVAL 15 'GIVEN BY THE ARCHITECT OR ENGINEER. DEPARTURES FROM WHAT IS INDICATED MUST BE REVIEWED WITH THE ENGINEER PRIOR TO 0 LALLY CO�UI\ IN DETAIL SCALE -3/40 =1' -0" mw _3�o 0 CONSTRUCTION. ALL UNAUTHORIZED CHANGES TO THE APPROVED DRAWINGS MUST BE II. PROVIDE FOUNDATION DRAINAGE, WATERPROOFING/DAMP- PROOFING, AND FOUNDATION WALL ALL FRAMED COM PON ETSS"m STAMP: t OF > DANIEL W. rn BY NESS WEE RAL 075 �)NAl ji 2019 B STRUCTURAL SERVICES INI 670 MAIN STREET LL INSULATION AS INDICATED ON THE ARCHITECTURAL DRAWINGS. READING, MA 01867 m (781) 779-1330 3 LALLY COL LL � w/SPRINGFIELD I CAP It BASE PLATE z CRAWL SP FLOOR cv 3 1/2" CONC. SLAB OVER M 6 MIL POLY VAPOR BARRIER co 00C Lo O CONCRETE co DECK Q In - d ad 12" p 4. _I WLli O O O o ♦♦ d \ DRAWINGS PRIOR TO COMMENCEMENT OF THE WORK, AND SHALL NOTIFY THE ENGINEER O N W W o 5-#4 EW, BOTTOM _ N V) f I 30 „ QZ c 0 Z i. o� 0 0 LALLY CO�UI\ IN DETAIL SCALE -3/40 =1' -0" mw _3�o 0 a L0 _ IL Q W � Q W O Qr W Q u! }- r— d— I— E-- O U REVIEWED FO° BIJI' DING AND'ORih" C D fi CONSTRUCTION. ALL UNAUTHORIZED CHANGES TO THE APPROVED DRAWINGS MUST BE II. PROVIDE FOUNDATION DRAINAGE, WATERPROOFING/DAMP- PROOFING, AND FOUNDATION WALL STEP DN TO DECK FROM HOUSE �, 0 ECOETH ANCE. ERRORS OROM1:11SSlONSDONOTRELIEVETHE W d LL INSULATION AS INDICATED ON THE ARCHITECTURAL DRAWINGS. O ():� W m FREEZING. ANY ADJUSTMENT OF FOOTING ELEVATIONS DUE TO FIELD CONDITIONS MUST HAVE THE •°° LL � APPROVAL OF THE ARCHITECT. z W W z CD SUBFLOOR TO FINISH W Z a L0 _ IL Q W � Q W O Qr W Q u! }- r— d— I— E-- O U REVIEWED FO° BIJI' DING AND'ORih" C D fi DRAN(N BY: ---- PROJECT #: 0 DECK DETAIL DRAWING NO.: SCALE:3/411 = I I -01' CONSTRUCTION. ALL UNAUTHORIZED CHANGES TO THE APPROVED DRAWINGS MUST BE II. PROVIDE FOUNDATION DRAINAGE, WATERPROOFING/DAMP- PROOFING, AND FOUNDATION WALL STEP DN TO DECK FROM HOUSE �, 0 ECOETH ANCE. ERRORS OROM1:11SSlONSDONOTRELIEVETHE 7. EXTERIOR FOOTINGS SHALL BE PLACED ON APPROVED SOIL AT A MINIMUM DEPTH OF 4 FEET, OR REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. INSULATION AS INDICATED ON THE ARCHITECTURAL DRAWINGS. m FREEZING. ANY ADJUSTMENT OF FOOTING ELEVATIONS DUE TO FIELD CONDITIONS MUST HAVE THE •°° APPROVAL OF THE ARCHITECT. a ° 5 FROM SUBFLOOR TO FINISH APPLICANT FROM THE RESPONSIBILITY "AS BUILT" CAPACITY OF 4000 POUNDS PER SQUARE FOOT. CONCRETE DECK q. BACKFILL BELOW FOOTINGS AND SLABS SHALL BE MADE WITH APPROVED GRANULAR MATERIALS COMPLIANCE. TITLE: 3. THE CONTRACTOR SHALL CAREFULLY VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DATE: 1 �� 5 DRAWINGS PRIOR TO COMMENCEMENT OF THE WORK, AND SHALL NOTIFY THE ENGINEER 1. ALL CONCRETE WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE LATEST EDITION OF N ICE 4 WATERSHIELD .G► o� IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ENGINEERING AND ARCHITECTURAL DOCUMENTS. ACI -318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", BUILDING o IMAL 7" FROM FINISH DECK TO 4. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF TEMPORARY 2. CONCRETE SHALL ACHIEVE A MINIMUM 28 DAY DESIGN STRENGTH AS FOLLOWS: FOOTINGS, TOP OF THRESHOLD COORDINATE WITH ARCHITECTURAL SECTION SHORING, BRACING, OR OTHERWISE PROTECTING ANY WALLS, INTERIOR SLABS -0N -GRADE, AND OTHER CONCRETE NOT OTHERWISE SPECIFIED - OF THE STRUCTURE, SITE AND UTILITIES FROM DAMAGE DURING CONSTRUCTION. THE 3000 PSI. EXTERIOR SLABS EXPOSED TO WEATHER -4000 PSI. F FOUNDATIONPORTION ENGINEER IS SPECIFYING THE FINISHED CONDITION ONLY, WITHOUT ASSUMING KNOWLEDGE NOR - r COMPOSITES q PLA RESPONSIBILITY FOR HOW THE CONTRACTOR WILL ACHIEVE THIS RESULT. 3. SLUMP AT THE POINT OF DISCHARGE FROM THE READY -MIX TRUCK SHALLI BE 3_5". DECKING-TYP. r FOUNDATIONS 4. REINFORCING STEEL: TYPICAL -ASTM AG15, GRADE 60. FIELD BENT -ASTM A615, GRADE 40 WELDED WIRE �--- P.T. 2x10 @ 12" O.C. FABRIC -ASTM A185. aW _� IxlO PVC TRIM I. FOUNDATION DESIGN COMPLETED FOR SUPPORT OF FINAL INPLACE CONDITION OF MODULAR HOME • BY NESS BUILDERSINC. , TOF 11.3' ° P.T. 2x10 LEDGER BD. _ 3-P.T. 2x12 GIRT - BOLT TO ,, RIM w/j DIA. GALV. 2. THIS FOUNDATION PLAN SHOULD BE FULLY COORDINATED WITH THE ARCHITECTURAL AND MODULAR( 2) LAG BOLTS @ 16" O.G. DATE ISSUED: DRAWINGS. ANY CONFLICTS OR REQUIRED COORDINATION TO BE COMPLETED BEFORE CONSTRUCTION. •L • w/GALV. 6x6 P.T. POSTS aJOIST 10 HANGERS 82.5 CLIPS EA. JST. AS REQUIRED 01/08/2019 3. ALL ATTACHMENTS TO FOUNDATION COMPONENTS ARE THE RESPONSIBILITY OF NEBS BUILDERS. ANY CONCRETE WALL a 3500 PSI ' o a SIMPSON POST CAP REVISIONS: COMPONENTS SHOWN ON DRAWING REFLECT MINIMUM REQUIREMENTS AND SHOULD BE VERIFIED BY KBS BUILDERS. ` " SIMPSON ANCHOR 01/11/2019 4. ALL COMPONENTS NOT SHOWN ARE SUPPLIED AND ARE THE RESPONSIBILITY OF NEB5 BUILDERS ° ° UNLESS NOTED OTHERWISE ON PLAN. GRADE ELEV. q.0' a o a . 12" DIA. GONG. i- 1= CRAWL SP CONC. FLR SONOTUBE ON 5. FOUNDATION AND COMPONENTS NOT DESIGNED FOR ANY DYNAMIC LOAD RESULTING FROM BIGFOOT FOOTING - PLACEMENT OF THE MODULAR UNITS. -II—I 1 O SLAB 8.2 , TYP. _III ! ° a 6. EXCAVATE TO LINES AND GRADES REQUIRED TO PROPERLY INSTALL THE FOUNDATIONS ON _I I i a ; INORGANIC, UNDISTURBED SOIL OR CONTROLLED STRUCTURAL BACKFILL AS REQUIRED BY THE - ARCHITECT. ALL EXCAVATIONS SHALL BE DRY BEFORE PLACING ANY CONCRETE. ° o 0 o DRAN(N BY: ---- PROJECT #: 0 DECK DETAIL DRAWING NO.: SCALE:3/411 = I I -01' Z HORZ.. #4 TOP 4 BOT a 7. EXTERIOR FOOTINGS SHALL BE PLACED ON APPROVED SOIL AT A MINIMUM DEPTH OF 4 FEET, OR AS MODIFIED BY THE STRUCTURAL ENGINEER, BELOW THE LOWEST ADJACENT GROUND EXPOSED TO m FREEZING. ANY ADJUSTMENT OF FOOTING ELEVATIONS DUE TO FIELD CONDITIONS MUST HAVE THE •°° APPROVAL OF THE ARCHITECT. a ° oc g 8. SOIL BEARING CAPACITY: FOOTINGS MUST BE PLACED ON SOIL WITH A MINIMUM BEARING • p • d HORZ.. (3) #4 CONTINUOUS CAPACITY OF 4000 POUNDS PER SQUARE FOOT. WA q. BACKFILL BELOW FOOTINGS AND SLABS SHALL BE MADE WITH APPROVED GRANULAR MATERIALS PLACED IN 6" LAYERS. LAYERS SHALL BE COMPACTED TO q6% DENSITY AT OPTIMUM MOISTURE m CONTENT, AS DEFINED BY ASTM D1557. N FOD�SCAU N DATION WALL DETAIL o� LEL DRAN(N BY: ---- PROJECT #: 0 DECK DETAIL DRAWING NO.: SCALE:3/411 = I I -01'