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1/2"�x 5" LONG W/ 3" EMBEDMENT
<br /> ;:_........_...... INTO PRECAST PAD TYP 2 PLACES
<br /> °,� ;� 1/2"� x 4 1/2" LONG BOLTS
<br /> � � _ ( _�� W/ 1 1/2" � WASHERS C� 32"
<br /> ;
<br /> � �- .... I O.C. AND 6"FROM EACH END 1/2"� x 4 1/2" LONG BOLTS
<br /> _ � :�- (2) �3 BARS EACH DIRECTION 4x6 PT HF#2 POST TOE-NAILED W/ 1 1/2" � WASHERS �
<br /> 8•� BOT OM BARS TO BE 1 CLEAR TO BEAM & PADS 32" O.C. AND 6"FROM EACH
<br /> OF BOTTOM M � M L ND
<br /> 16" ' BARS TO BE ASTM A-65, GRADE 60
<br /> i � PT WOOD SHIM AS NECESSARY
<br /> 2x12x24" LONG PT HF#2 WOOD 8x 16 CMU BLOCKS
<br /> PAD W/ 2X12X12 PT OVER; PRECAST 16" SQ. x4"
<br /> •� ; CENTERED ON 4x6 POST AND REINF. CONC. PAD,
<br /> _ d- NAILED TO 2x12 ALT: 2x12x24 LONG 2 OR 3 F1
<br /> .,
<br /> ::
<br /> :: -
<br /> .�:.___:>_�..�.._ PT HF#2 WOOD PAD
<br /> 2/F1 4/F1
<br /> 1 PRECAST PAD DETAIL 6 M/L SUPPORT, STANDARD 6A M/L SUPPORT, OPTIONAL 4/F1 ACCESS PER NOTE #8
<br /> FZ Scale: 1/2- 1'-0" F1 Scale: 1j2= 1'-0" FZ Scale: 1/2=1'-0"
<br /> ` : 1/2"� BOLTS THRU BOTTOM PLATE
<br /> � - --� � � (2 PLACES @ EA. PAD, 1/F1) BLOCKING BLOCKING
<br /> 4x4 POST AT PADS 4x8 H.F. #2 MIDSPAN
<br /> I �r I _ I ; 4x8 H.F. 2 MIDSPAN 4`� SUPPORT'$EAM 5 F1-3 PADS
<br /> � � d" ..�.- . �16"x 16" REINFORCED CONCRETE SUPPORT�EAM JACKSTAND �
<br /> L � L J PAD TYP., 1/F1 JACKSTAND ', /F1 5/F1-3 PADS
<br /> 7
<br /> >:..... ................
<br /> 16" SQ. x 1° POLY ;,...................... ..
<br /> BOTTOM PLATE _ - PRECAST 16" SQ. x4"
<br /> �, z PAD, ALT: 2x12x24" N �. REINF. CONC. PAD,
<br /> CORNER PAD VIEW B-B � PADG PT HF#2 WOOD _ _��_ _ ��� _ � �_ _
<br /> 2X4 PT TOP & BOTTOM PLATE � � � � �
<br /> CONC PAD, 1/F1
<br /> 4X4 PT POST AT PADS
<br /> 2x4 H.F. PT STUDS � 16" O.C. 2X8 BLOCKING
<br /> W� SHEAR WALL PER NOTES
<br /> 6 WIDE GALV. �", MAX. MESH 4X8 H.F. #2 MIDSPAN 2x8 PT BLOCKING 6�F1
<br /> FROM SKIRTING TO RUNNER W/ SUPPORT BEAM 4x8 PT H.F.#2 MIDSPAN 2�F� 2/F1
<br /> % GALV. STAPLES T&B `; 4X4 HF#2 POST SUPPORT BEAM W/SHIMS
<br /> ATTACH 2X4 PT PLATE W/ BOLTS TOE-NAILED TO BEAM 8x16 CMU BLOCK
<br /> � Z PROVIDED IN PAD, 1/F1 & PADS
<br /> ---- 2x12x24" LONG P.T. HF#2 PRECAST 16" SQ. x4" . .
<br /> _..... . .
<br /> N - REINF. CONC. PAD,
<br /> � � N z WOOD PAD W/ 2x4 OVER � � „
<br /> � � �� CENTERED ON 4x4 POST ' ALT: 2x12x24 LONG
<br /> B � B PT HF#2 WOOD PAD
<br /> _. ��
<br /> ��`� 2X4 P.T. RUNNER W/ AND NAILED TO 2x12 �'�. ���
<br /> � i2od sTaKE Ea. EN� VENTING PER NOTE 7 �� «--�����
<br /> � �� �
<br /> MID-SPAN SUPPORT STANDARD MID-SPAN SUPPORT OPTIONAL `
<br /> 2 EXTERIOR WALL DETAIL � , �a , _
<br /> .,
<br /> FZ Scale: 1/2- 1'-0" F1 Scale: 1/2= 1'-0" FZ Scale: 1/2=1'-0" 2/F� �,��
<br /> ��':. � �� ��^,�
<br /> '�����.���,`�
<br /> ��'�j�����`��
<br /> o :� �:
<br /> CMU BLOCK >
<br /> � ` � �� " NOMINAL SHEATHING W 8d C� � � t f � r•�� �
<br /> � ` -�� -� 7/16 SKIRTING
<br /> -
<br /> -
<br /> _ �� �- �:t�� ::,•
<br /> 3 4„�12'� W/ WATERPROOFING TO 6" -----�---------- _ -
<br /> � , :� �
<br /> :
<br /> ; ; ;_,_ _: ABOVE GRADE. FLASH OVER EXPOSED
<br /> " �` """�1 WATERPROOFING OR USE UV STABLE 1 F O U N DAT I O N P LA N
<br /> VIEW A-A FLOOR STRUCTURE WATERPROOFING PRODUCT. C � Scale: 1/4�� - 1�-0��
<br /> FLOOR JOIST, TOE-NAILED TO PT 2X4 W/(2)10D AT EACH JOIST r - �
<br /> BEAM �
<br /> WOOD SHIM AS NECESSARY PT 2X4C�48" O.C.W/ U24 EACH END
<br /> 4x 8 H.F. #2 MIDSPAN BEAM - PT 2X4 RUNNER NAILED TO PLATE �
<br /> 8x16 CMU BLOCKS PT 2x4x12'� LONG POST BEARING o W/ 16D (� 6" O.C. �
<br /> PRECAST 16'� SQUARE x 4" DEEP BLOCK, NAILED TO BEAM & PT ~ � 1/F1 PER PLAN � �
<br /> REINFORCED CONCRETE PAD POST. oo —
<br /> A A PT 4x4 HF#2 POST TOE-NAILED -�`�- - �..��� � �
<br /> T O B L O C K O R C M U B L O C K
<br /> . 2x12x24" LONG PT HF#2 WOOD PAD NOTES:
<br /> L
<br /> 4" ATTACH BOTTOM PLATE TO PAD W/ 2X4 OVER CENTERED ON PT 4x4 1. USE THIS DETAIL WHERE REQUIRED TO MEET GRADE. �
<br /> W/ 1/2"� EPDXY BOLT MIN. 1° POST AND NAILED TO PT 2x12 OR 2. MAX. SUBGRADE TO GRADE HEIGHT IS 36". �
<br /> EMBEDMENT 16x16x4 CONC. PAD �
<br /> 3 OPTIONAL CORNER DETAIL s MID-SPAN BEAM SPLICE 9 BACKFILLED WALL DETAIL STRUCTURAL NOTES: CLASSROOM C�
<br /> FZ Scale: 1/2 - 1'-0° F1 Scale: 1/2"=1"-0" FZ Scale: 1J2=1'-0° 1. GENERAL: C
<br /> 1.1. MODULAR BUILDING MAY VARY BY MANUFACTURER. VERIFY DIMENSIONS AND OTHER CHARACTERISTICS O�
<br /> PRIOR TO BEGIN OF FOUNDATION INSTALLATION, MINOR VARIATIONS OF DIMENSION DO NOT CHANGE �
<br /> SOIL ANCHOR PER NOTES, THE FOUNDATION DESIGN AND INSTALLATION REQUIREMENTS. —
<br /> SHEET F-1. 2. DESIGN INFORMATION & LOADING: �
<br /> CROSS-DRIVE W/ SHOVEL 2.1. BUILDING CODE 18C, 2012 - RISK CATEGORY II o
<br /> PLATE SHOWN. 2.2. ROOF LIVE LOAD 25 PSF, SNOW � �
<br /> 2.3. FLOOR LIVE LOAD 40 PSF OR 1,000# CONC.
<br /> PLAN 2.4. WIND CRITERION 110 MPH, EXP C, Kzt=1.0 .
<br /> 2.5. SEISMIC CRITERION SDS=1.0, SITE CLASS 'D', CATEGQRY 'D'
<br /> 2.6. SOIL BEARING 1,500 PSF
<br /> 3. CONCRETE:
<br /> 3.1. DESIGN COMP.STRENGTH 2,500 PSI ��
<br /> STRAP PER ANCHOR MANUF. 3.2. REINFORCING BAR YIELD 60 KSI c� o �
<br /> , 4. MASONRY: z � � ��
<br /> ° 4.1. 8x16x8 UNITS ASTM C-90, GRADE N � � � �
<br /> 4.2. SET UNITS W/CORES VERTICAL & NO MORE THAN 3 HIGH, PER PLAN � _ ,� � � ���
<br /> SOIL ANCHOR PER NOTE 5. WOOD: � � ���
<br /> SHEET F-1 5.1. ALL WOOD MEMBERS OF THE FOUNDATION SYSTEM SHALL BE SPF-STD OR BETTER, UNLESS NOTED w w � w � �
<br /> a= OTHERWISE. � � � g z ���
<br /> �, 5.2. ALL WOOD IN CONTACT OR WITHIN 8-INCHES WITH SOIL SHALL BE PRESERVATIVE TREATED. z Z ac �- � ���
<br /> 5.3. CONNECTORS USED IN PRESERVATIVE TREATED WOOD MEMBERS SHALL BE STAINLESS STEEL OR w m � ; ���
<br /> l l HOT-DIPPED GALVANIZED TO THE GALVANIZING WEIGHT AS SPECIFIED IN IN ASTM A 153. � � o ��
<br /> A N C H O R D E T A I L 5.4. PRov�oE �s" MIN. CLEARANCE FROM SOIL TO UNDERSIDE OF ANY UNTREATED WOOD MEMBER. �7 w �
<br /> 4 6. SPECIALTY ITEMS: oc o ��
<br /> F1 gc��e�/Z=1�-0" 6.1. METAL PIERS TO BE CAPABLE OF SUPPORTING 6,000# m ��
<br /> 6.2. SOIL ANCHORS SHALL BE "MINUTEMAN" IN CONFORMANCE WITH THE TYPE SPECIFIED BY THE
<br /> MANUFACTURER FOR THE SITE SPECIFIC SOILS AND SHALL CONFORM TO THE FOLLOWING:
<br /> 6.2.1. DESIGN WORKING STRESS LOAD OF 3,150# W/ AN ULTIMATE STRENGTH LOAD OF 4,725# � 0
<br /> 6.2.2. INSTALL GROUND PORTION OF THE ANCHOR PRIOR TO SETTING THE BUILDING. p Z �
<br /> 6.2.3. CONNECT ANCHOR TIES TO BUILDING ONLY AFTER BUILDING IS FULLY BLOCKED AND LEVELED. O �j z o
<br /> 6.2.4. ANCHORS TO BE ONE OF THE FOLLOWING: z N �j � w J Q
<br /> 6.2.4.1. 'AZTEC' DRIVEN ANCHOR W/ INTEGRAL STABILIZER PLATE OR 'MMA-35' � Q p �
<br /> FLOOR STRUCTURE W/'MMASD2'STABILIZER PLATE INSTALL VERTICALLY. � a a z z
<br /> 6.2.4.2. '4430' AUGAR-ANCHOR SET VERTICAL W/"MMASD2' STABILIZER PLATE INSTALL VERTICALLY � U � � z �
<br /> PT WOOD SHIM AS NECESSARY �
<br /> OR 'MMA-91' W INTEGRAL STABILIZER CAP. m � o O � �
<br /> wQ � � �- �^
<br /> 6.3. INSTALL ALL SPECIALTY ITEMS PER THE MANUFACTURER'S RECOMMENDATIONS. � � � Q Z �
<br /> 8x 16 CMU BLOCKS � �
<br /> ' ' PT 2x4 TOP & BOTTOM PLATE 7. VENTING: � � � � J � �
<br /> o : 4x6 PT POST � M/L PADS TYP 7.1. INSTALL A CLASS I VAPOR RETARDER OVER THE CRAWLSPACE AREA TO EXTERIOR OF BUILDING. cn 0 � � w � �
<br /> � 7.2. PROVIDE CRAWL SPACE VENTILATION PER IBC CODE AND LOCAL REQUIREMENTS AT 1 NET SF OF Q
<br /> o ! PRECAST 16° SQUARE x 4" DEEP VENTILATION PER 1500 SF OF FLOOR AREA. � � � Q g �
<br /> �- PAD, 5/F1, PER F1 V - ' w � o
<br /> � 8. ACCESS: � N � _ .. Y
<br /> � : � 8.1. PROVIDE ACCESS TO THE UNDER FLOOR AREA PER THE IBC CODE. M N cn � �
<br /> N >......,. °�
<br /> 6 1 4" �A T T A C H B O T T O M P L A T E T O P A D 8.2. PROVIDE 18" MIN. CLEARANCE UNDER FROM SOIL TO UNDERSIDE OF ALL BUILDING STRUCTURE. 00 ,� � m
<br /> /" ` W/ BOLT PROVIDED IN PAD 9. SITE CONDITIONS: N N o LL
<br /> 9.1. FOUNDATION SUBGRADE TO BE 4-INCHES OF ROAD-MIX GRAVEL, STRUCTURAL FILL OVER
<br /> 5 M/L EXT.CO L.S U P PO RT UNDISTURBED NATIVE SOILS OR STRUCTURAL FILL�. REVISION DATE:02/22 J2017
<br /> F1 ���/���°r-� 1'-0" 9.2. S�T698TURAL FILL TO BE COMPACTED TO 95% OF THE STANDARD PROCTOR DENSITY PER ASTM F 1
<br /> 9.3. SLOPE FINISHED GRADE AWAY FROM THE BUILDING FOUNDATION AT A MIN. GRADE OF 2%.
<br /> SHEET: 1 OF 1
<br /> PMS-MIKE ALDOUS
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