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INTO PRECAST PAD TYP 2 PLACES
<br />x 4 1/2" LONG BOLTS
<br />�o , 32.-Om
<br />O.C. AND 6"FROM EACH END x 4 1/o" LONG BOLTS
<br />-PT WOOD SHIM AS NECESSARY
<br />PAD W1 2X12X12 PT OVER; REINF. CONC. PAD,
<br />CENTERED ON 4x6 POST AND ALT: 2xl2x24" LONG
<br />NAILED TO 2x12 PT HF#2 WOOD PAD 4/F1
<br />CD 4/F1
<br />PRECAST PAD DETAIL M/L SUPPORT, STANDARD /L SUPPORT, OPTIONAL ACCESS PER NOTE #87 Lij
<br />J �3 BARS EACH DIRECTION W1 1 1/2" 0 WASHERS @
<br />/?°0 ` `Ln
<br />F--- (2 PLACES **E^ rmm` //r/) BLOCKING BLOCKING
<br />4x4 POST ATPADS 411
<br />40 H.F. W�SPAN 4x8 H.F.�2 �DSPAN
<br />' SUPPORT 8EAM
<br />" " SUPP�R��EAW| ��
<br />n ^ �8x �0 REINFORCED CONCRETE J&CKSTAND rL _ii ' L PAD Typ,, 1/F1 � JACKGTAND |
<br />16= SQ. x 1° POLY -7�----- PRECAST 16,' SQ.x4°
<br />-�- -�-� `�--B0TTO� PLATE '�� PAD, �LT� 2x1�x�4" ���� �EiNF CONC. �A
<br />� �
<br />'�� . -- ..~... ~.,,~. PAD,
<br />����E� �A0 VjEVy�-B ~- LONG PT HF#2 WOOD -
<br />2X4 PT TOP & BOTTOM PLATE | PAD -�-
<br />CONIC PAD, 1/F1
<br />4X4 PT POST AT PADS J_J 0
<br />2X8 BLOCKING
<br />W/1/2" NOMINAL PT 'SKIRTING. 2x8 FIT BUOCN|WG
<br />NAIL TO RUNNERS W/8d�� 6/12 �X� H.F. �|�SP��
<br />SUPPORT BEAM 4x8 FTH.F.#2 MIQSPAN
<br />4X4 HF#2 POST S0PPORTBEAM W/SN|MS
<br />U' v BOLTS �/A35 OR SDS25300 � 8:16 CMU BLOCK'
<br />U � ^''
<br />TO BEAM �� PADS ,^ .,
<br />�E�H 2x12x�4° LONG P.7[ H��� PRECAST 16SQ. x4
<br />~~ ' �/ ' cl�� �E�NF CO�� �A�
<br />3�|�T|��T� RUNNER �/ ���� WOOD PAD ../ 2x4 QVER _ze ' �° '
<br />�' ''/ -�� CENTERED �� 4 4 ���T ALT' 2x12x24 L�NG
<br />-^�- LV S��PLES TB
<br />» '
<br />� -'' ' -4�- AND NAILED TO 2x12 -�'- PT HF�2 WOOD PAD
<br />--~-'2X4 P.T RUNNER YV/ | � "-
<br />12Od STAKE EA, END VENTING PER NOTE #7 rn
<br />STANDARDXTERIOR WALL DETAIL r7_--�MID-SPAN SUPPORT, r7A_-�MID-SPAN SUPPORT; OPTIONAL
<br />CMU BLOCK -
<br />| |L 7�8° ���MS N���� L�
<br />NOMINAL � ��
<br />| �r ' 4°/12° W/WATERPROOFNG TO 8" FOUNDATION PLAN
<br />| �_� � ABOVE GRADE FLASH OVER EXPOSED E�
<br />�-y� �
<br />-- WATERPROOFING OR USE UV STABLE ('1
<br />�ATE������|N8 PRODUCT,���»�~ ��
<br />- FLQQ� J0�ST. �DE-���UE0 TQ pT �X4 �/��\1OD AT EACH JOIST^* �
<br />= -u�
<br />WOOD SHIM AS NECESSARY
<br />BEAM '` '
<br />PT 2X4@48^ (I[LW/ U24 EACH END `�----~�
<br />4x 8 H.F.�2 �|Q�P�N BEAM
<br />"- PT 2X4 RUNNER NAILED TO PLATE
<br />PT 2x4x12" LONG POST BEARING
<br />� |
<br />'
<br />�16D @#= O.C. .C.
<br />PRECAST 16" SQUARE x 4" DEEPi___�W/
<br />BLOCK, NAILED TO BEAM 8PT 1'.1 PER PLAN
<br />*A REINFORCED CONCRETE PAD POST W/(2) 16d.
<br />PIT 44 HF#2 POST W/A35 OR
<br />SD3253 T&B
<br />��ATTACHBOTTOM TO PAD2x12x24^LONG PT HF#2 WOOD PAD NOTES:
<br />2X4 OVER CENTERED ON PT 4x4 1. USE THIS DETAIL WHERE REQUIRED TO MEET GRADE.V�1/2'�EPDXYB�LT�|N' 1°
<br />POST AND NAILED TO PT 202 OR 2 ��AX ���{���\��T��(��A���£AGH�����"
<br />EMBEDMENT ' '
<br />16x16x4 CONIC. PAD W/y2\ 1Od GALY
<br />..'
<br />OPTIONAL CORNER DETAIL MID -SPAN BEAM SPLICE BACKFILLED WALL DETAIL
<br />�� Scale: 1/2'' 1'-O^ ��| �2 `0^
<br />��e� ~z*' »m�^ � �� =� STRUCTURAL ����~�����~ CLASSROOM
<br />~, o nv���� o +�xn*-xw~ NOTES: o�~�. �����°�~�mv����w�a
<br />1. GENERAL: 7 VENTING:
<br />---SOIL ANCHOR PER NOTES" 11 MODULAR VERIFY T1 ACLA��|\x\PORRETARDEROVERTHE[RAVVLIPA�EARE4T0EXTER|OROF8U|LD|NG
<br />SHEET F-1 ---- � � ^`~'~^^ �
<br />. TUBEGIN OFFOUNDAT0N|N�TALLATON MINOR 7� PROVIDE [RAVVLSPACE VEN7lLAT0NPER IBC CODE AND LOCAL RECW|REK4E0TSAT1NET SF0FVENTILATION
<br />CROSS -DRIVE �/ SHOVEL ' � � �
<br />,, FOUNDAT0NDES|GNANDINSTALLATION REQUIREMENTS. PER 1SO85FOFFLOOR AREA.
<br />PLATE SHOWN. lI MODULAR BUILDING DESIGN CRITERIA ARE ESTABLISHED FOR GENERAL WORST CASE IN LARGE REGIONS. THESE 8. ACCESS:
<br />FOUNDATION PLANS ARE DESIGNED FOR SMALLER MORE SPECIFIC DESIGN AREAS AND MAY NOT MATCH THE 8,1. ---PROV|DEACCESSTOTHE UNDER FLOOR AREA PER THE IBC CODE.
<br />rAN BUILDING DESIGN CRITERIA. MATCH THE FOUNDATION T0THE SPECIFIC SITE. BUILDING DESIGN MAY MATCH 0R 8.2. PROV|DE1Q"M|N.CLEARANCEUNDERFR0MSQ|LTOUNDERS|DEOFALLBU|LD|NGSTRUCTURE.
<br />EXCEED FOUNDATION DESIGN CRITERIA. 9. SITE CONDITIONS:
<br />2. DESIGN INFORMATION &LOADING: 9.1. FOUNDATION SU8GRADETORE4'|NCHESOFROAD'M|XGRAVELSTRU[TURALF|LLOVERUND|STURBEDNAT|VE
<br />2.1. BUILDING CODE IBC, 2O15/2018,0SSC2O19 SOILS ORSTRUCTURAL F|LL.
<br />IMM ,,,--STRAP PER ANCHOR F. 2.2. RISK CATEGORY || 9.2. STRUCTURAL FILL TO BE COMPACTED TO 95% OF THE STANDARD PROCTOR DENSITY PER ASTM D-698.
<br />�3R0OFL|VELOAD 25PSF,5N0VV g3SL0PEF|N|SHEDGRADEAVVAYFR(}��THE8U|LD|NGFOUNDAT|ONATA��|NGRADEUF296.
<br />2 *4FLOOR LIVE LOAD 40PSFOR1,OOO#CONC. 10. SPECIAL
<br />| 2.5. WIND CRITERION 110MPH, EXPC' Kzt=1.0 10.1. -Ng�� E-D----
<br />�—SOIL ANCHOR PER NOTE 2.6. SEISMIC CRITERION Sds= 1.28' |s=1.0, CATEGORY D
<br />SHEET F-1 2.7. SOIL BEARING 1,SOOPSF'SITE CLASS D
<br />3. CONCRETE:
<br />3.1. ---DESIGN [UMP.STRENGTH 2,500 P8 -r�(���/&�� �� �� ��� ~���'
<br />i2. REINFORCING BAR YIELD 60 KS| /�v�"-^w "- ��° "~� � ��N� =� ^ � � �+°���p , � - ~ °~u^
<br />4. MASONRY:
<br />4.1. 8x16x8UN|TS ASTM['98,GRADE N
<br />4 ANCHOR DETAIL 4.2. SET UNITS VV/[ORESVERTICAL &NOMORE THAN 3HIGH, PER PLAN
<br />6� WOOD: ------ - 5.1. ALL WOOD MEMBERS OF THE FOUNDATION SYSTEM SHALL BE SPF-STD OR BETTER, UNLESS NOTED OTIlERWISE.
<br />Sl ALL WOOD IN CONTACT OR WITHIN 8-INCHES WITH SOIL SHALL BE PRESERVATIVE TREATED.
<br />5.3. CONNECTORS USED |NPRESERVATIVE TREATED WOOD MEMBERS SHALL 8ESTAINLESS STEEL 0RHOT-DIPPED
<br />GALVANIZED T0THE GALVANIZING WEIGHT ASSPECIFIED |N|NASTMAl53.
<br />5.4. SKIRTING IS NOT INTENDED TO BE A'SHEAR WALL', RATHER A SKIN FOR ENCLOSURE OF THE CRAWLSPACE.
<br />5.5. PROV|DE18"M|N.[LEARANCEFROK4SO|LTDUNDERS|DEOFANYUNTREATEDVV0ODK4EM8ER.
<br />6. SPECIALTY ITEMS: ^KM|NUTEMAN'OREQUAL,
<br />6.1. METAL PIERS T0BECAPABLE OFSUPPORTING 6'OOO#
<br />FLOOR STRUCTURE 62. S0LAN[HORSSHALLDE"M|NUTEK4AN"|NC0NFORMANCEVV|THTHETYPESPEOF|ED8YTHEMANUFACTURER
<br />FOR THE SITE SPECIFIC SOILS AND SHALL CONFORM TOTHE FOLLOWING:
<br />PT WOOD SHIM AS NECESSARY 6.2.1. DESIGN WORKING STRESS LOAD OF 3,150#W/AN ULTIMATE STRENGTH LOAD OF 4,725# C,,'-ry OF EVERETT
<br />6Z 2 |N5TALL�ROUND PORTION OF PR|ORTOSETT|NGTHEBU|LD|N�
<br />. ����;���-�� ����� �����8��
<br />5.Z�l CONNECT ANCHOR TIES TO BUILDING ONLYAFTER BUILDING IS FULLY BLOCKEDAND LEVELED. «�^~�«^-nnu-�� FOR PERMIT
<br />PLATE_"A �1 PT 2X4 TOP & BOTTOM 6 24 AN[HORSTD BEO�E0FTHE FOLL0VV|N�
<br />TYP � � �
<br />^� 6.2.4.1. SOIL CLASS 1 (ROCK): 36-XDH
<br />DEEP c� 5l4.2PAD, 5/Fl, PER F1� S0LCLASS 2(ASPHALT VV/GRAVELBASE ORGRANULAR STRUCTURAL F|LL):(1)GVV2NUOR(2)36'XDH�
<br />' 6.2.4.3. SOIL CLASS 3(LOOSE SANDS & GRAVELS, STIFF SILTS &CLAYS):92-443O'DH 'URGVV2NU
<br />AUGER -ANCHOR SET VERTICAL VV/6"STABILIZER HEAD OR(2)48-XDHDRIVEN ANCHORS, EA VV/SD2A
<br />| BOTTOM PLATE TO PAD STABILIZER PLATE SOIL CLASS 4(LOOSE SANDS, FIRM CLAYS AND SILTS, ALLUVIAL F|LLS):g3-4536'DH l '09
<br />BOLT PROVIDED VV
<br />0E� �N PAD AUGER��CHDRSETVERT|CAL/6"STA8|L|ZERHEAD. `
<br />Go
<br />5�3� INSTALL ALL SPECIALTY |TE��SPER THE �WANUFA[TURER'SRE[O����ENDAT|ON5�
<br />
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