|
_�. -... _.- _��- -��.��� ��-•�-'--�..-_-_ . ` .-_ . " ---_-._ - . ..___ .____. __ . . . ._ ..._ . . . . . . . . . . j ' . .
<br /> ���.� _
<br /> � .
<br /> o'�!��°'��,��+ , .
<br /> o,, �
<br /> 1/2"�x 5" LONG W/ 3" EMBEDMENT ' � ;���°��y°° , ` �` � �
<br /> INTO PRECAST PAD TYP 2 PLACES .
<br /> _ -�-- 1/2"� x 4� 1/2" LONG BOLTS„ � � � � , � �
<br /> W/ 1 1/2 � WASHERS � 32 �
<br /> � O.C. AND 6 FROM EACH END / �� / 32 _� O oo � ,3 � ` oo�fn
<br /> cD � � n 1 2"� x 4 1 2" I.ONG BOLTS � �� ���,`� " ' a
<br /> � (2) #3 BARS EACH DIRECTION 4 x 6 P T H F 2 P O S T W A 3 5 O R
<br /> $» B OT TOM BARS TO BE 1° CLEAR SDS25300 �0 BEAM & PADS 32" �O.C.2AND 6AFROMSEA�CH _ �s'sj����`��'`
<br /> oo,,
<br /> F BOTTOM M� M� ND 5'-4" 5'-4" 5'-4" 5'-4" 5'-4" 5' 4"
<br /> 16" BARS TO BE ASTM A-65, GRADE 60 Z OR 3/F� RENEWS:09l27/2021 �
<br /> 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 ALT:�2x1�2x24"PLONG �� •
<br /> �� NAILED TO 2x12 PT HF#2 WOOD PAD
<br /> ` ;
<br /> 0 4�F� 4/F1
<br /> � 2�F�
<br /> 1 PRECAST PAD DETAIL 6 M/L SUPPORT, STANDARD 6A M/L SUPPORT, OPTIONAL '` � ,
<br /> F1 Scale: 1/2=1'-0" F1 Scale: 1/2=1'-0" F1 sca�e:s/z=1'-0" ACCESS PER NOTE #8
<br /> , .; .
<br /> 4" 1/2"0 gOLTS THRU BOTTOM PLATE . �
<br /> � - � � � (2 PLACES (� EA. PAD, 1/F1) BLOCKING BLOCKING
<br /> I � I 4x4 POST AT PADS 4x8 H.F. 2 MIDSPAN 4x8 H.F. 2 MIDSPAN 8�-O�� 8�-O�� 8�-O�� 8�-O��
<br /> � ' � � � „ SUPPORT�EAM SUPPORT�EAM _
<br /> . �16 x 16 REWFORCED CONCRETE JACKSTAND JACKSTAND o
<br /> L- � --1 L J PAD TYP., 1/F1 �_ 16" SQ. x 1" POLY � PRECAST 16" SQ,. x4" n 5�F�-3 PA�S 7�F1 �.
<br /> BOT TO M P L A T E N z PAD, ALT: 2x12x24" � �. REINF. CONC. PAD, 5�F 1-3 P A D S
<br /> CORNER PAD VIEW B-B `- �� LONG PT HF#2 WOOD
<br /> ,
<br /> 2X4 PT TOP & BOTTOM PLATE � PAD o ��� f- --1 � �- _ •
<br /> CONC PAD, 1/F1 - - �— - � � �
<br /> 4X4 PT POST AT PADS � � � � � �
<br /> ' 2x4 H.F. PT STUDS � 16" O.G 2X8 BLOCKING �
<br /> W/1/2" NOMINAL PT SKIRTING. 2x8 PT BLOCKING
<br /> NAIL TO RUNNERS W/8d C� 6/12 4X8 H.F. #2 MIDSPAN _ "
<br /> SUPPORT BEAM 4x8 PT H.F.#2 MIDSPAN o
<br /> � 4X4 HF#2 POST SUPPORT BEAM W/SHIMS � Z�F1 6/F1 2�F�
<br /> ATTACH 2X4 PT PLATE W/ BOLTS W/A35 OR SDS25300 8x16 CMU BLOCK
<br /> - Z PROVIDED IN PAD, 1�F1 � TO BEAM & PADS PRECAST 16" SQ. x4" r ' '
<br /> °O � 6" WIDE GALV. � , MAX. MESH 2x12x24 LONG P.T. HF#2 - z
<br /> FROM SKIRTING TO RUNNER W �., _ � - REINF. CONC. PAD,
<br /> z W O O D P A D W/ 2 x 4 O V E R �� „
<br /> B� g � � �. ALT: 2x12x24 LONG
<br /> GALV. STAPLES T&B C E N T E R E D O N 4x 4 P O S T � PT HF#2 WOOD PAD
<br /> �- 2X4 P.T. RUNNER W/ � AND NAILED TO 2x12
<br /> 120d STAKE EA. END � �
<br /> 2 EXTERIOR WALL DETAIL � MID—SPAN SUPPORT, STANDARD �A MID—SPAN SUPPORT, OPTIONAL _ VENTING PER NOTE #7 �
<br /> ' F1 scale:l/2=1'_0" F1 scale:l/2=1'-0" F1 scale: l/z=1'-0" O •�
<br /> � 2/F1 .
<br /> CMU BLOCK `
<br /> • I� � 7/16" SKIRTING 4°,�10MI�A�WATERPROOF NG8 TO 6" � ' �
<br /> � � � � � ABOVE GRADE. FLASH OVER EXPOSED �
<br /> �-)�" � WATERPROOFING OR USE UV STABLE
<br /> WATERPROOFING PRODUCT. 1 F O U N DAT I O N P LA N ,
<br /> VIEW A—A FLOOR STRUCTURE FLOOR JOIST, TOE—NAILED TO PT 2X4 W/(2)10D AT EACH JOIST .
<br /> BEAM PT 2X4�48" O.C.W/ U24 EACH END � 1 Scale: 1/4�� = 1�-0�� � -
<br /> WOOD SHIM AS NECESSARY 4x 8 H.F. #2 MIDSPAN BEAM � PT 2X4 RUNNER NAILED TO PLATE
<br /> 8x16 CMU BLOCKS
<br /> � 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 W/(2) 16d. o0
<br /> A A .�
<br /> PT 4x4 HF#2 POST W/A35 OR • m
<br /> SDS25300 T&B
<br /> 2x12x24" LONG PT HF#2 WOOD PAD NOTES: � ,
<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 /> � f
<br /> EMBEDMENT 16x16x4 CONC. PAD W/(2) 10d GALV
<br /> �
<br /> DETAIL MID—SPAN BEAM SPLICE 9 BACKFILLED WALL DETAIL � .
<br /> 3 OPTIONAL CORNER $ � _
<br /> F1 Scale: 1/2=1�-o�� F1 S�a�e: 1i2°=1�-0" F1 Scale:l/2=1�-0�� STRUCTU RAL NOTES: CLASSROOM .
<br /> �
<br /> , 1. GENERAL: 6.2.1. DESIGN WORKING STRESS LOAD OF 3,150#W/AN ULTIMATE STRENGTH LOAD OF 4,725# N .;
<br /> SOIL ANCHOR PER NOTES, 1.1. MODU�AR BUILDING MAY VARY BY MANUFACTURER.VERIFY DIMENSIONS AND OTHER 6.2.2. INSTALL GROUND PORTION OF THE ANCHOR PRIOR TO SETTING THE BUILDING. � :
<br /> SHEET F-1. CHARACTERISTICS PRIOR TO BEGIN OF FOUNDATION INSTALLATION. MINOR VARIATIONS OF 6.2.3. CONNECT ANCHOR TIES TO BUILDING ONLY AFTER BUILDING ►S FULLY BLOCKED AND LEVELED. O
<br /> CROSS-DRIVE W� SHOVE� DIMENSION DO NOT CHANGE THE FOUNDATION DESIGN AND INSTALLATION REQUIREMENTS. 6.2.4. ANCHORS TO BE ONE OF THE FO�LOWING: � C
<br /> PLATE SHOWN. 1.2. MODULAR BUILDING DESIGN CRfTERIA ARE ESTABLISHED FOR GENERAL WORST CASE IN LARGE 6.2.4.1. SOIL CLASS 1 (ROCK): 36-XDH .�
<br /> REGIONS.THESE FOUNDATION PLANS ARE DESIGNED FOR SMALLER MORE SPECIFIC DESIGN AREAS 6.2.4.2. SOIL CLASS 2 (2" MINIMUM ASPHALT DEPTH W/4" MINIMUM GRAVEL BASE OVER STABLE �
<br /> PLAN AND MAY NOT MATCH THE BUILDING DESIGN CRITERfA. MATCH THE FOUNDATION TO THE BASE OR GRANULAR STRUCTURAL FILL): (2) 36-XDH. ,
<br /> SPECIFIC SITE. BUILDING DESIGN MAY MATCH OR EXCEED FOUNDATION DESIGN CRITERIA. 6.2.4.3. SOIL CLASS 3 (LOOSE SANDS &GRAVELS, STIFF SILTS&CLAYS):4430-DH 4 ±
<br /> 2. DESIGN INFORMATION & LOADING: AUGER-ANCHOR SET VERTICAL W/"MMASD2A' STABILIZER PLATE OR STABILIZER HEAD �
<br /> 2.1. BUILDING CODE IBC, 2015 &WBC INSTALLED. g ��
<br /> 2.2. RISK CATEGORY It 3 �j
<br /> STRAP PER ANCHOR MANUF. 2.3. ROOF LIVE LOAD 20 PSF, SNOW 6.2.4.4. SOIL CLASS 4 (LOOSE SANDS, FIRM CLAYS AND SILTS,AL�UVIAL FILLS):4636-DH 4 AUGER Z � Q �
<br /> ANCHOR SET VERTICAL W/MMASD2 STABILIZER PLATE OR STABILIZER HEAD INSTALLED. -
<br /> 2.4. FLOOR LIVE LOAD o � �� '
<br /> 2.4.1. 40 PSF UNIFORM 6.3. �NSTALLALLSPECIALTY ITEMS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. Z � � � �
<br /> 2.4.2. 1,000#CONCENTRATED 7. VENTING: � cn N m ��� .'
<br /> � SOIL ANCHOR PER NOTE 2.5. WIND CRITERION 7.1. INSTALL A CLASS I VAPOR RETARDER OVER TNE CRAWLSPACE AREA TO EXTERIOR OF BUILDING. W � � � �
<br /> SHEET F-1 2.5.1. 110 MPH, EXP B, 7.2. PROVIDE CRAWL SPACE VENTILATION PER IBC CODE AND LOCAL REQUIREMENTS AT 1 NET SF OF W � � � �
<br /> Z � � �
<br /> VENTILATION PER 1500 SF OF FLOOR AREA. - �
<br /> 2.5.2. Kzt=1.0 C9
<br /> 8. ACCESS: � ' �
<br /> 2.6. SEISMIC CRITERION w m � � ���
<br /> 8.1. PROVIDE ACCESS TO THE UNDER FLOOR AREA PER THE IBC CODE.
<br /> 2.6.1. Sds=0.756, Is=1.0, „ v� Z N ��
<br /> 8.2. PROVIDE 18 MIN. CLEARANCE UNDER FROM SOIL TO UNDERSIDE OF ALL BUILDING STRUCTURE.
<br /> 2.6.Z SEISMIC CATEGORY D, � � � .
<br /> ANCHOR DETAI L 2.6.3. R=4.o cascE �,-.12.�-1, A1.5 &A18) 9. S I T E C O N D I T I O N S: �7 W X . .
<br /> 4 2.7. S O I L B E A R I N G,A S S U M E D 9.1. FOUNDATION SUBGRADE TO BE 4-INCHES OF ROAD-MIX GRAVEL,STRUCTURAL FILL OVER m g �� ? '
<br /> F1 �c�e�/2=1'-0" 2.7.1. 1 500 PSF UNDISTURBED NATIVE SOILS OR STRUCTURAL FILL,. ��
<br /> 2.7.2. SITE CLASS D 9.2. STRUCTURAL FILL TO BE COMPACTED TO 95%OF THE STANDARD PROCTOR DENSITY PER ASTM
<br /> 3. CONCRETE (PRECAST FOOTING PADS): D-698.
<br /> 3.1. DESIGN COMPSTRENGTH 2,500 PSI 9.3. SLOPE FINISHED GRADE AWAY FROM THE BUILDING FOUNDATION AT A MIN. GRADE OF 2%. � z .
<br /> 3.2. REINFORCING BAR YIELD 60 KSI 10. SPECIAL STRUCTURAL INSPECTION (IBC CHAPTER 17): � � o
<br /> 10.1. SPECIAL STRUCTURAL INSPECTION IS REQUIRED PER THE SPECIAL STRUCTURAL INSPECTION J O z =
<br /> 4. MASONRY: O � O � w � ,:,
<br /> STATEMENT PROVIDED FOR THIS PROJECT.
<br /> - 4.1. 8X16X8 UNITS ASTM G90, GRADE N O N Q O Q a '
<br /> 4.2. SET UNITS W/CORES VERTICAL& NO MORE THAN 3 HIGH, PER PLAN ~ �
<br /> Ugv� � z
<br /> FLOOR STRUCTURE 5. WOOD: cn U = Z � ,
<br /> 5.1. ALL WOOD MEMBERS OF THE FOUNDATION SYSTEM SHA�L BE SPF-STD OR BE-t"I"ER, UNLESS NOTED V u� � z LL
<br /> PT WOOD SHIM AS NECESSARY OTHERWISE. � �
<br /> �
<br /> 5.2. ALL WOOD IN CONTACT OR WITNIN 8-INCHES WITH SOIL SHALL BE PRESERVATIVE TREATED. m a Q O Q � �
<br /> 8x 16 CMU BLOCKS 5.3. CONNECTORS USED IN PRESERVATIVE TREATED WOOD MEMBERS SHALL BE STAINLESS STEEL OR = � U J w �' o � .
<br /> c/� ? '
<br /> PT 2x4 TOP & BOTTOM PLATE HOT-DIPPED GALVANIZED TO THE GALVANIZING WEIGHTAS SPECIFIED IN IN ASTM A 153. � � U � '-'-' � �
<br /> ro 4x6 PT POST C�D M�L PADS TYP 5.4. PERIMETER SKIRTWG IS CONSTRUCTED AS A SHEAR WALL A'SHEAR WALL' AS A STIFFENED SKW � z
<br /> 0
<br /> ��
<br /> p PRECAST 16" SQUAR E x 4" D E E P FOR ENCLOSURE OF THE CRAWLSPACE. � � w g o
<br /> � PAD, 5/F1, PER Fl 5.5. PROVIDE 18 MIN. CLEARANCE FROM SOIL TO UNDERSIDE OF ANY UNTREATED WOOD MEMBER. � m N � m
<br /> � 6. SPECIALTY ITEMS: 'MINUTEMAN' OR EQUAL,www.minutemanproduxcts.com •
<br /> W X o
<br /> c� 6.1. METAL PIERS TO BE CAPABLE OF SUPPORTING 6,000# 00 � w
<br /> 6 1�4' ATTACH BOTTOM PLATE TO PAD 6.2. SOIL ANCHORS SHALL BE "MINUTEMAN" W CONFORMANCE WITH THE TYPE SPECIF�ED BY THE N o 0
<br /> , W� BOLT PROVIDED IN PAD MANUFACTURER FOR THE SITE SPECIFIC SOILS,AS DETERMINED BY A GEOTECHNICAL EVALUATION ��
<br /> OF THE SOILS. SUBJECT TO GEOTECHNICAL EVALUATION THE ANCHORS SHALL CONFORM TO THE � R E V I S I O N D A T E:1 0/1 3/2 0 1 9 .
<br /> 5 M/L EXT.COL.SUPPORT
<br /> N � „ FOLLOWING: �''���'� "�� ��������
<br /> F1 ��e�./2��.-� 1 —o
<br /> �������� ��� ������v F 1
<br /> SHEET: 1 OF 1 .
<br /> JOSEPH MANGAN,SCOTT WILSON , ,
<br /> :a
<br /> . . � . � _ � .,,Y>`,. j . .
<br />
|