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___ _— � ._
<br /> 112"0 BOLTS THRU BOTTQM
<br /> PLATE(2 PLACES @ EA.PAD)
<br /> 4"x 4"POST AT PADS
<br /> RIM AND OFFSET -�
<br /> RIM PER BUILDING `t
<br /> PRECAST CONCRETE BEARWG PAD 16"x 16"REINFORCED CONCRETE 64'-0°
<br /> MANUFACTURER �_ ���a.
<br /> PROVIDE 24-DAY COMPRESSIVE X4 HP#2 POST SET ON 2x PAD TYP .�,`::���
<br /> MUDSILL AND ATTACHED TO 2X4 �"c�
<br /> STRENGTH OF 2500 PSI,MIXED AND BOTTOM PLATE � 6'-O" 6'-O" 6'-O" 6'-O" 6'-O" 2' 2' 6'-O" 6'-O" 6'-O" 6'-O" 6'-0" �;�\�y����T � ���"
<br /> PLACED IN ACCORDANCE WITH THE TOP PLATE WITH(2)16d NAILS OR ,
<br /> INTERNATIONAL BUILDING CODE (4)8d TOENAILS VIEW B-B
<br /> e"MIN.SHEATHING W/8d NAILS PER NOTES _ � � uy ��'/ -
<br /> 2A/F2 } ����� -
<br /> (2)#3 BARS EACH ON SHEET F-1. 2/F2 5/F2 ���, � ' %
<br /> DIRECTION BOTTOM BARS SEE 9/F4 FOR STEPPED PLATE � �����p� ,;h
<br /> �°,
<br /> �'���.��:�� ��
<br /> 1(2"pJ MACHINE BOLT S�FZ �'o�r�, ��°� .o �
<br /> TO BE 1 1(4"CLEAR OF WITH 3-INCH \
<br /> EMBEDMENT W 2x4 CONT.-ATTACH TO RIM WI 16d @ 8 O.C. 5 —'�` `�������� �
<br /> BOTTOM.BARS SHALL BE "
<br /> ASTM A65,�RADE 60 2X4 P.T.MUDSILL ANCHORED �
<br /> PRECAST PAD .
<br /> TO BEARING PAD W!BOTH
<br /> , � BEARING BOLTS 4"x 4"POST AT PADS&2x4 STUDS @24"O.C. � i ����-�����gf =i�� � '�
<br /> � � 2X4 TOP PLATE
<br /> �� ,.°i � NAILED TO BUILDWG R E C A S T B E A R W G P A D P R E C AST 16"S QUARE x 4"DEEP
<br /> WITH FULL BEARWG ON - z REINFORCED CONCRETE PAD 7/F2
<br /> �_4 RIM W 16d @ 8"O.C. EXISTWG GRADE � � -�..�' ACCESS PER NOTE#7
<br /> , PERIMETER BEARI G PAD 2 PERIMETER SUPPORT 6 I/4' ATTACHPADTOTRTPLATEW/BOLTS i
<br /> F2 Scale: 1/2"= 1'-0° F� Scale: 1/2"= 1'-0°
<br /> 8'-0" 8'-0" e'-o° 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" C
<br /> 4 5/F2-(4) PADS 7�F2 � �
<br /> Y 4JF3-(3) PADS �
<br /> 4/F2 �
<br /> �
<br /> CMU BLOCK
<br /> . �
<br /> � , � � � � � � r � � r�� � � � �
<br /> � 7116"SKIRTING � �_ _ � �— — — —�, �-- — e — � � W
<br /> � � �- -� � � L LJ LJ LJ LJ LJ �
<br /> �I�' J L J �
<br /> 7/F2 �
<br /> VIEW A-A 1(2°(d x 4112"LONG BOLTS WI 1 1/2"f� 1/2"�J x 4 1(2"LONG BOLTS W/1 112"�1 0 3/F2 ��F2
<br /> FLOOR STRUCTURE
<br /> WASHERS @ 32"O.C.AND 6"FROM WASHERS @ 32"O.C.AND 6"FROM r N
<br /> WOOD SHIM AS NECESSARY EACH END EACH END � � '
<br /> 8x 16 CMU BLOCKS M� M�
<br /> . � ( ^
<br /> PRECAST 16"SQUARE x 4"DEEP L `• �
<br /> WOOD SHIM AS NEGESSARY
<br /> REINFORCED CONCRETE PAD
<br /> A A Sx 16 CMU BLOCKS 4x6 HF#2 POST WI(2}A34 OR �
<br /> PRECAST 16"SQ.x4"REINF. CS22 $�(2)8tl EA END,TOP 8� _ VENTING PER NOTE#6 2A/F2
<br /> CONC.PAD,ALT:2x12x24" B0 2x24"LONG P.T.HF#2 WOOD � �
<br /> LONG P.T.HF#2 WOOD PAD
<br /> 4" ATTACH BOTTOM PLATE TO PAD PAD W12x12x12 P.T.OVER;
<br /> WI 112"�D EPDXY BOLT MIN. 1" CENTERED ON 4x6 POST AND
<br /> EMBEDMENT NAILED TO 2x12
<br /> 2A OPTIONAL CORNER DETAIL 3 M/L RIM JOIST SUPPORT OPTIONS ��,-4,� 20�-8�� 5 �` 20�-8�� ��,-4„
<br /> F1 Scale: 1(2' = 1-0' F� Scale: 1/2'= 1-0' �
<br /> 28x64 DOUBLE CLASSROOM - FOUNDATION PLAN
<br /> SOIL ANCHOR PER A 3/16°=r-o° �
<br /> NOTES,SHEET F-1.
<br /> CROSS-DRIVE WI
<br /> SHOVELPLATE
<br /> SHOWN.
<br /> BUILDING MODULE VIE C-C
<br /> STRAPPERANCHORMANUF. FOUNDATION SCHEDULE STRUCTURAL NOTES: CLASSROOM-MODULAR
<br /> WOOD SHIM AS NECESSARY
<br /> 8x 16 CMU BLOCKS MARK 1 LOCATION DETAILS SPACINGS/#PADS/REMARKS ��
<br /> 2x 4 TOP&BOTTOM PLATE 1. DESIGN INFORMATION & LOADING: o $�
<br /> 0 4°x s��POST @ MIL PADS TYP 1� PERIMETER WALL SUPPORTS 1/F1,2/F1, 2A/F1 SPACE POSTS @ 6'-0"O.C., MAX. 1.1. BUILDING CODE �Bc, 2012 EDITION � �� ,
<br /> SOIL ANCHOR PER NOTE SHEET F-1 �, �
<br /> o � � 2 PERIMETER SHEARWALL 2/F1 SEE NOTES FOR NAILING �.2. ROOF LIVE LOAD 30 PSF SNOW w W � _
<br /> PRECAST 16"SQUARE x 4"DEEP '
<br /> ►- PAD,1(F2,N0.PER F1 O 1.3. FLOOR LIVE LOAD 40 PSF OR 1,000# CONC. � ¢ � m
<br /> � c c �3 MATELINE FLOOR SUPPORTS 3/F1 SPACE SUPPORTS @ 8'-0", MAX. 1.4. WIND CRITERION 110 MPH, EXP B, Kzt=1.0 � N � Z�
<br /> 1.5. SEISMIC CRITERION SDS=0.964 CLASS D CATEGORY D W v w
<br /> 6 I/4' ATTACH BQTTOM PLATE TO PAD �}4 EXTERIOR ROOF COLUMN SUPPORT 4/F1 USE (3) 16x16 CONC. PADS ' � ' � �7 � � W Z m ���
<br /> 1.6. ASSUMED SOIL BEARING 1 500 PSF VERIF`( W LOCAL BUILDING OFFICIAL
<br /> W I B O L T P R O V I D E D I N P A D �5 SOIL ANCHOR LOCATIONS 51F1 LOCATE WITHIN 3'-0"OF LOCATION SHOWN 2, CONCREfE: � $ � LL z � w��
<br /> 6 INTERIOR ROOF COLUMN SUPPORT 10/F1 USE 4 16x16 CONC. PADS 2.1. COMPRESSIVE STRENGTH 2,500 PSI °C W � °a W — w��
<br /> 4 EXTERIOR COLUMN SUPPORT 5 ANCHOR DETAIL 07 MID—SPANFLOORSUPPORTS 71F1 SPACESUPPORTS@8'-0", MAX. 2•2• REINFORCING YIELD 60 KSI °0 _ ¢ � � ���
<br /> 3. MASONRY:
<br /> z � ? Z Oa7o
<br /> F 1 Scale: 1/2"= 1'-0" F� Sca le:3/8"= 1'-0"
<br /> 3.1. 8x16x8 UNITS ASTM C-90, GRADE N � m y� � � �o�
<br /> 3.2. SET UNITS W/CORES VERTICAL & NO MORE THAN 3 HIGH, PER PLAN z
<br /> 4. WOOD: Q � ,� �a Z
<br /> FLOOR STRUCTURE FLOOR ML RIM JOISTS 4.1. ALL WOOD MEMBERS OF THE FOUNDATION SYSTEM SHALL BE SPF-STD OR BEffER. w > � �N
<br /> �ROOF COLUMN 4.2. ALL WOOD IN CONTACT WITH S01L SHALL BE PRESSURE TREATED WITH CONNECTORS 0 N X Z�
<br /> WOOD SHIM AS NECESSARY WOOD SHIM AS NECESSARY MEEfWG CODE. o o�
<br /> 5. SPECIALTY ITEMS:
<br /> 4x 16 CMU BLOCKS 4x4 HF#2 POST W/(2)A34 OR 5.1. SPECIALTY iTEMS TO BE °MINUTE MAN ANCHORS, INC." 305 W. KING ST., E. FLAT a ��
<br /> CS22 &(2)8d EA END,TOP& ROCK, NC 287260R EQUIVALENT. ITE�I MODEL # SHALL BE AS DESIGNATED OR
<br /> BOTTOM APPROVED EQUAL.
<br /> 5.2. MEfAL PIERS TO BE CAPABLE OF SUPPORTING 6,000#
<br /> 5.3. SOIL ANCHORS SHALL BE: DRIVEN ANCHOR W/ STABILIZER PLATE ("AZTEX OR
<br /> MMA-35 W/MMASD2); AUGAR-TYPE SET VERTICAL W/STABILIZER CAP (MMA-92)
<br /> WITH ULTIMATE DESIGN LOAD OF 4750#. INSTALL GROUND PORTION OF THE ANCHOR
<br /> � z � z 1'-6"(TYP.) PRIOR TO SEfTING THE BUILDING. CONNECT ANCHOR TIES TO BUILDING ONLY AFTER z
<br /> — � — � BUILDING IS FULLY BLOCKED AND LEVELED. � O
<br /> 5.4. INSTALL ALL SPECIALIY ITEMS PER THE MANUFACTURER'S INSTALLATION U a
<br /> 2x12x36"LONG TREATED INSTRUCTIONS. — �
<br /> 6. VENTING: � 4
<br /> PRECAST 16"SQUARE x 4"DEEP PLATES (3)2x12x72"LONG P.T.HF#2 6.1. INSTALL A CLASS I VAPOR RETARDER OVER THE CRAWL SPACE AREA �-- � � .
<br /> PAD,51F2,PER F1 WOOD PADS 7. PROVIDE UNDER FLOOR VENTILATION PER IBC CODE AND LOCAL REQUIREMENTS AT 1 (/') J � O z
<br /> NEf SF OF VENTILATION PER 300 SF OF FLOOR AREA. — � E— `� N o
<br /> 7.1. 28'x64'/300 = 6 SQ,-FT. VENT AREA. 0 � � � � c=n
<br /> 6 INTERIOR MATELINE COLUMN SUPPORT OPTIONS 7.2. 6/0.75 SF/VENT = 8 VENTS, REQUIRED. J N � � � Q
<br /> 8. ACCESS: O w w � w w
<br /> F1 Scale: 1/2"= 1'-0" 8.1. PROVIDE ACCESS TO THE UNDER FLOOR AREA PER THE CODE. -� J
<br /> 8.2. PROVIDE 18" MIN. CLEARANCE FROM SOIL TO UNDERSIDE OF ANY UNTRFATED WOOD � � > O � �
<br /> 4x 8 H.F.#2 MIDSPAN SUPPORT LJIO DLVIJl�IIVV $.3. PROVIDE 12" MIN. CLEARANCE UNDER FROM SOIL TO UNDERSIDE OF ALL BUILDING (, � � c.�i� O
<br /> BEAM w/A34 CLIP ONTO JOIST AT 4x 8 H.F.#2 MIDSPAN SUPPORT MEMBERS. Cn �
<br /> 48"O,C. BEAM wl A34 CLIP ONTO JOISTS AT 9. SITE CONDITIONS: � � C.J Z `D
<br /> ��
<br /> JACKSTAND JACK TAND 9.1. FOUNDATION SUBGRADE TO BE A MINIMUM OF 4" OF COMPACTED ROAD-MIX GRAVEL w O a Q Q o
<br /> � 16"SQ,x 1"POLY PAD,ALT: OVER STABLE UNDISTURBED NATIVE SOILS OR STRUCTURAL FILL, COMPACTED TO a = � n- Z `�
<br /> PRECAST 16"SQ.x4"REINF. -'� 95% OF THE STANDARD PROCTOR DENSITY PER ASTM D-698. J w � Q � o
<br /> - z �� 9.2. SLOPE FINISHED GRADE AWAY FROM THE BUILDING FOUNDATION AT A MIN. GRADE � `"
<br /> N - C O N C.P A D, - z 2x12x24 LONG P.T.HF#2 — � � o
<br /> - �• N - OF 2%. � � �
<br /> 2x 8 BLOCKING � WOOD PAD FLOOR JOIST,TOE-NAILED w(0,131x3-112"TO BEAM 10. FOUNDATION SHEAR WALL:
<br /> � 2x 8 BLOCKING
<br /> 4x 8 H.F,#2 MIDSPAN BEAM 10.1. ALL LUMBER AND SHEATHING SHALL BE PRESSURE TREATED FOR EXPOSURE.
<br /> 4x 8 H.F.#2 MIDSPAN SUPPORT � �
<br /> 4x 8 H.F.#2 MIDSPAN SUPPORT 10.2. ALL CONNECTORS SHALL BE HOT-DIPPED GALVANIZED OR STAINLESS STEEL. � x
<br /> BEAM w1A34 CLIP ONTO JOIST AT 2x4x12"LONG POST BEARING BLOCK,
<br /> BEAM w/A34 CLIP ONTO JOISTS AT ' 10.3. SHEATHING: Y2" or ��2" PLYWD (PS-1); ��2" OR %s� OSB (PS-2) � N
<br /> 48"O.C. NAILED w/(4)0.131x3-1(2"TO BEAM& 10.4. FRAMING: HF-STUD, 16" O.C., PRESSURE TREATED FOR EXPOSURE ,�; _
<br /> 48"O.C. POST,TRT IF CMU SUPPORT � �
<br /> � Sx 16 CMU BLOCK 4x4 HF#2 POST W/(2)A34 OR CS22 10.5. BOTTOM PLATE; ATTACH BOTTOM PLATE TO CONCRETE PADS W/BOLTS PROVIDED. a �
<br /> & 2 8d EA END,TOP&BOTTOM 4x4 HF#2 POST W(A34 TWO SIDE TOP& 10.6. SHEAR NAILING: LAP SHEATHING OVER FLOOR RIM JOISTS, STUDS & BOTTOM PLATE. � �
<br /> PRECAST 16"SQ.x4"REINF. � �
<br /> - z BOTTOM SHEAR NAIL SHEATHING AS INDICATED BELOW: �
<br /> CONC.PAD,ALT:2x12x24" - z
<br /> � �� LONG P.T.HF#2 WOOD PAD � �, 2x12x24"LONG P.T.HF#2 WOOD . 2x12x24"LONG P.T.HF#2 TRT,WOOD FOOTING 10.6.1. SW-1: 8d C� 6" O.C. EDGES & 12" O.C. FIELD �
<br /> � � P A D W(2x 4 O V E R C E N T E R E D O N P A D W I 2x 1 2 C E N T E R E d O N 4x 4 P O S T A N D 10.6.2. SW-A: 8d � 6° O.C. EDGES & 12" O.C. FIELD
<br /> 4x4 POST AND NAILED w/(4) NAILED w!(4)0.131x3"TO FOOTING PAD REVISION DATE:
<br /> 0.131x3"TO 2x12; 03/09/2016
<br /> , MID'SPAN BEAM SUPPORT OPTIONS ALT.PAD4x16x16CONC.PAD ,A MID-SPAN BEAM SPLICE �
<br /> F1 Scale: 1/2"= 1'-0" F� Scale: 1/2"= 1'-0"
<br /> SHEET : � OF 2
<br /> ��
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