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1/2°�x 5" LONG W/ 3" EMBEDMENT 1/2"� x 4 1/2" LONG BOLTS �° ge
<br /> INTO PRECAST PAD TYP 2 PLACES W/ 1 1/2" � WASHERS � 32"
<br /> O.C. AND 6"FROM EACH END 1/2"� x 4 1/2" LONG BOLTS p����� v ���
<br /> � � � W 1 1 2" � WASHERS � = •
<br /> 4x6 PT HF#2 POST W/A35 OR � �
<br /> � � (2) #3 BARS EACH DIREC110N M SDS25300 TO BEAM & PADS ML 3N'p O.C. AND 6"FROM EACH �L!�� .
<br /> .�• .r 'A�
<br /> 8�� BOT70M BARS TO BE 1 CLEAR 9°°a oo� 78������
<br /> h o��a� ��,*,
<br /> F BOTTOM , „ ��Q����
<br /> 16" BARS TO BE ASTM A-65, GRADE 60 PT WOOD SHIM AS NECESSARY 32 -0
<br /> 8x 16 CMU BLOCKS
<br /> - 2x12x24" LONG PT HF#2 WOOD » �� , „ , „ � �� � �� � �� � �� �R�t�Ews:os�2��za2� ,
<br /> PAD W/ 2X12X12 PT OVER; PRECAST 16 SQ. x4 5 -4 5 -4 5 -4 5 -4 5 -4 5 -4 I�_._-_...-.-----...-._.- . --�
<br /> CENTERED ON 4x6 POST AND REINF. CONC. ��PAD, 2 OR 3 F�
<br /> NAILED TO 2x12 ALT: 2x12x24 LONG � • �
<br /> �� PT HF#2 WOOD PAD
<br /> �
<br /> 6 M/L SUPPORT, STANDARD 6A M/L SUPPORT, OPTIONAL .
<br /> 1 PRECAST PAD DETAIL F1 S�a�e:1n=1'-o° F1 scale: l/2=1�-0�� 4 F� �
<br /> F1 Scale:l/2=1'-0° p 4/F1 �
<br /> � 2�F�
<br /> 4� 1/2"� BOLTS THRU BOTTOM PLATE BLOCKING BLOCKING ACCESS PER NOTE #8
<br /> ' �- - � �- --� (2 PLACES C� EA. PAD, 1/F1) 4x8 H.F. �2 MIDSPAN SUPPORT�BEAMDSPAN
<br /> I � I 4x4 POST AT PADS SUPPORT EAM JACKSTAND
<br /> � I � JACKSTAND _
<br /> . � . �16"x 16" REINFORCED CONCRETE
<br /> 16" SQ. x 1" POLY„ _ Z PRECAST 16" SQ. x4" � �� � �� � �� , „
<br /> L J L J PAD TYP., 1/F1
<br /> �, z PAD, ALT: 2x12x24 N �. REINF. CONC. PAD, 8 -0 8 -0 8 -0 8 -0
<br /> BOTTOM PLATE '-,�� LONG PT HF#2 WOOD _
<br /> CORNER PAD VIEW B-B � PAD � p
<br /> 2X4 PT TOP & BOTfOM PLATE � 5�F1-3 PADS ��F� 5/F1-3 PADS �
<br /> CONC PAD, 1/F1
<br /> 4X4 PT POST AT PADS 2X8 BLOCKING
<br /> 2x4 H.F. PT STUDS � 16" O.C. � 4X8 H.F. #2 MIDSPAN 2x8 PT BLOCKING o -r-�- _ r-�-� � �_
<br /> W/1/2" NOMINAL PT SKIRTING. - SUPPORT BEAM 4x8 PT H.F.#2 MIDSPAN � - � � � � �
<br /> � NAIL TO RUNNERS W/8d � 6/12 4X4 HF#2 POST SUPPORT BEAM W/SHIMS N
<br /> ATTACH 2X4 PT PLATE W/ BOLTS W/A35 OR SDS25300 8x16 CMU BLOCK
<br /> PROVIDED IN PAD, 1/F1 TO BEA & PADS ,
<br /> 6" WIDE GALV. �", MAX. MESH -�- 2x12x24M LONG P.T. HF#2 _ Z PRECAST 16" SQ. x4" _
<br /> N _ REINF. CONC. PAD, p
<br /> � � FROM SKIRTING TO RUNNER W/ N �. CE�NTDER DD ON/4x4 OST � � �� � 6 F1
<br /> GALV. STAPLES T&B ALT: 2x12x24 LONG ' 2/F1 � 2/F1
<br /> g� 2x P.T. RUNNER W/ � � AND NAILED TO 2x12 � PT HF#2 WOOD PAD
<br /> 120d STAKE EA. END .
<br /> . ASPHALT OVER COMPACTED MID-SPAN SUPPORT, STANDARD MID-SPAN SUPPORT OPTIONAL � �
<br /> GRAVEL ROADMIX BASE 7 7A �
<br /> 2 EXTE R I O R WALL D ETAI L F1 Scale:1/2=1�-0° F1 Scale:1/2=1�-0��
<br /> F1 Scale:l/2=1'-0"
<br /> , VENTING PER NOTE �7
<br /> - CMU BLOCK �'� NOMINAL SHEATHING W/8d � � �
<br /> • r� � 4 /12 W/ WATERPROOFING TO 6 2�F� • �
<br /> I �- -" 7/16" SKIRTING ABOVE GRADE. FLASH OVER EXPOSED
<br /> l �� �i WATERPROOFING OR USE UV STABLE
<br /> �( t- � WATERPROOFING PRODUCT.
<br /> FLOOR JOIST, TOE-NAILED TO PT 2X4 W/(2)10D AT EACH JOIST _J
<br /> VIEW A-A FLOOR STRUCTURE BEAM PT 2X4C�48" O.C.W/ U24 EACH END .
<br /> 4x 8 H.F. #2 MIDSPAN BEAM � PT 2X4 RUNNER NAILED TO PLATE
<br /> WOOD SHIM AS NECESSARY f PT 2x4x12'� LONG POST BEARING o W/ 16D � 6" O.C. 1 F O U N DAT I O N P LA N l �
<br /> 8x16 CMU BLOCKS BLOCK, NAILED TO BEAM & PT � 1/F1 PER PLAN �� �
<br /> PRECAST 16" SQUARE x 4" DEEP POST W/(2) 16d. oo Scale: 1�4�� = 1�-0�� �
<br /> , REINFORCED CONCRETE PAD PT 4x4 HF#2 POST W/A35 OR � �
<br /> A ATTACH BOTTOM PLATE TO PAD W/ SDS25300 T&B -
<br /> 1/2"� EPDXY BOLT MIN. 1" EMBEDMENT . 2x12x24" LONG PT HF#2 WOOD PAD NOTES:
<br /> W/ 2X4 OVER CENTERED ON PT 4x4 1. USE THIS DETAIL WHERE REQUIRED TO MEET GRADE. � � �
<br /> POST AND NAILED TO PT 2x12 OR 2. MAX. SUBGRADE TO GRADE HEIGHT IS 36". m
<br /> L
<br /> ASPHALT OVER COMPACTED - 16x16x4 CONC. PAD W/(2) 10d GALV (Cj
<br /> GRAVEL ROADMIX BASE g MID-SPAN BEAM SPLICE 9 BACKFILLED WALL DETAIL
<br /> �
<br /> 3 O PTI O NAL CO RN E R D ETAI L F1 Scale:1/2��-1�-0�� F1 Scale:1/2=1�-0�� � °
<br /> F1 Scale:l/2�1'-0" O
<br /> �
<br /> STRUCTURAL NOTES: CLASSROOM �
<br /> SOIL ANCHOR PER NOTES, 1. GENERAL: 6.2.1. DESIGN WORKING STRESS LOAD OF 1,800#W/AN ULTIMATE STRENGTH LOAD OF 3,600# N
<br /> SHEET F-1. 1.1. MODULAR BUILDING MAY VARY BY MANUFACTURER.VERIFY DIMENSIONS AND OTHER 6.2.2. INSTALL GROUND PORTION OF THE ANCHOR PRIOR TO SETTING THE BUILDING.
<br /> ' CROSS-DRIVE W/ SHOVEL O
<br /> PLATE SHOWN. CHARACTERISTICS PRIOR TO BEGIN OF FOUNDATION INSTALLATION. MINOR VARIATIONS OF 6.2.3. CONNECT ANCHOR TIES TO BUILDING ONLY AFTER BUILDING IS FULLY BLOCKED AND LEVELED.
<br /> DIMENSION DO NOT CHANGE THE FOUNDATION DESIGN AND INSTALLATION REQUIREMENTS. 6.2.4. ANCHORS TO BE THE FOLLOWING: , �
<br /> PLAN 1.2. MODULAR BUILDING DESIGN CRITERIA ARE ESTABLISHED FOR GENERAL WORST CASE IN LARGE 6.2.4.1. SOIL CLASS 2 (2-1/2" MINIMUM ASPHALT DEPTH W/6" MINIMUM GRAVEL BASE OVER �
<br /> REGIONS.THESE FOUNDATION PLANS ARE DESIGNED FOR SMALLER MORE SPECIFIC DESIGN AREAS STABLE BASE OR GRANULAR STRUCTURAL FILL): 36-XDH.
<br /> ������r� ,�j'� r��s��-L�.���`�'''� AND MAY NOT MATCH THE BUILDING DESIGN CRITERIA. MATCH THE FOUNDATION TO THE 6.3. INSTALL ALL SPECIALTY ITEMS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. •
<br /> � SPECIFIC SITE. BUILDING DESIGN MAY MATCH OR EXCEED FOUNDATION DESIGN CRITERIA. 7, VENTING:
<br /> � �� -.�e��� .��'� I����. � r`�) 2. DESIGN INFORMATION &LOADING: 7.1. INSTALL A CLASS I VAPOR RETARDER OVER THE CRAWLSPACE AREA TO EXTERIOR OF BUILDING. .
<br /> �S T R A P P E R A N C H O R M A N U F. r~ 2.1. BUILDING CODE IBC 2015 &WBC 7.2. PROVIDE CRAWL SPACE VENTILATION PER IBC CODE AND LOCAL REQUIREMENTS AT 1 NET SF OF
<br /> �v t/�;��'.�'Y s'3�'n.,�t�' �-r1 c-r.�l��.�r �,�� � ��
<br /> Jr,,,..,_._ 2.2. RISK CATEGORY II VENTILATION PER 1500 SF OF FLOOR AREA. �j 8 �
<br /> ���� �����..��J���, 2.3. R O O F L I V E L O A D 2 0 P S F, S N O W 8, A C C E S S: Z q
<br /> �- _ �
<br /> 2.4. FLOOR LIVE LOAD 8.1. PROVIDE ACCESS TO THE UNDER FLOOR AREA PER THE IBC CODE. o � ��
<br /> SOIL ANCHOR PER NOTE
<br /> 2.4.1. 40 PSF UNIFORM 8.2. PROVIDE 18" MIN. CLEARANCE UNDER FROM SOILTO UNDERSIDE OF ALL BUILDING STRUCTURE. � > =
<br /> SHEET F-1 2.4.2. 1,000#CONCENTRATED 9. SITE CONDITIONS: ��
<br /> � N � � ���
<br /> 2.5. WIND CRITERION 9.1. FOUNDATION SUBGRADE TO BE 2-1/2"ASPHALT PAVEMENT OVER 6-INCHES OF ROAD-MIX W � � o �
<br /> . ASPHALT OVER w W ���
<br /> o� 2.5.1. 110 MPH, EXP B, GRAVEL,STRUCTURAL FILL OVER UNDISTURBED NATIVE SOILS OR STRUCTURAL FILL,. Z � Z �
<br /> COMPACTED GRAVE� 2.5.2. Kzt=1.0 9,2. STRUCTURAL FILL TO BE COMPACTED TO 95%OF THE STANDARD PROCTOR DENSITY PER ASTM V' g z �
<br /> ROADMIX BASEZ � a e �€� •
<br /> 2.6. S E I S M I C C R I T E R I O N D-6 9 8. w m � � ���
<br /> 2.6.1. Sds=0.756, Is=1.0, 9.3. SLOPE FINISHED GRADE AWAY FROM THE BUILDING FOUNDATION AT A MIN. GRADE OF 2%. cn W ^ �
<br /> 4 ANCHOR DETAIL 2.6.2. SEISMICCATEGORYD, 10. SPECIALSTRUCTURALINSPECTION (IBCCHAPTERI7): � Z g �
<br /> F 1 S c�d��/2=1'-0" �j-'2���y� �;C?�� ��,f,�� Z�... _6.3. _�R�4 0(A S C E 7..T 1 2.2-1,A 1.5 &A 1 8) 1 0.1. S P E C I A L S T R U C T U R A L I N S P E C T I O N I S R E Q U I R E D P E R T H E S P E C I A L S T R U C T U R A L I N S P E C T I O N � o �p�
<br /> 2.7. SOIL BEARING,ASSUMED STATEMENT PROVIDED FOR THIS PROJECT. m ° ��i .
<br /> 9`�C`-�'�-- .�L��. T�IdC,�' ���:�a. F� � 2.7.1. 1,500 PSF •
<br /> 2.Z�2.---� SIT_E CLASS D �� .
<br /> 3. CONCRETE(PRECAST FOOTING PADS):
<br /> 3.1. DESIGN COMP.STRENGTH 2,500 PSI � z
<br /> 3.2. REINFORCING BAR YIELD 60 KSI � � Z =
<br /> 4. MASONRY:
<br /> 4.1. 8X16X8 UNITS ASTM C-90, GRADE N O N � w � a
<br /> ' � F L O O R S T R U C T U R E 4.2. S E T U N I T S W/C O R E S V E R T I C A L& N O M O R E T H A N 3 H IG H, PER PLAN NQ ~ ~ �
<br /> 5. WOOD: � V W Z Z
<br /> PT WOOD SHIM AS NECESSARY 5.1. ALL WOOD MEMBERS OF THE FOUNDATION SYSTEM SHALL BE SPF-STD OR BETTER, UNLESS NOTED U � Q � O LL
<br /> 8x 16 CMU BLOCKS OTHERWISE. � O �+
<br /> 5.2. ALL WOOD IN CONTACT OR WITHIN 8-INCHES WITH SOIL SHALL BE PRESERVATIVE TREATED. m a �j J a Z o
<br /> PT 2x4 TOP & BOTTOM PLATE � � - � > �, .�
<br /> 0 4x6 PT P O S T (� M/L P A D S T Y P 5.3. CONNECTORS USED IN PRESERVATIVE TREATED WOOD MEMBERS SHALL BE STAINLESS STEEL OR a � � Q � o 0
<br /> r� HOT-DIPPED GALVANIZED TO THE GALVANIZING WEIGHT AS SPECIFIED IN IN ASTM A 153. � � � w r'
<br /> o PRECAST 16" SQUARE x 4'� DEEP 5.4. PERIMETER SKIRTING IS CONSTRUCTED AS A SHEAR WALL A'SHEAR WALL'AS A STIFFENED SKIN � Q � z •
<br /> �- PAD, 5�F1, PER Fl �p���,��/� ,�i��C .Lj1JS�� FOR ENCLOSURE OF THE CRAWLSPACE. � � C� Q g a �
<br /> � 5.5. PROVIDE 18" MIN. CLEARANCE FROM SOILTO UNDERS IDE OF A N Y U N T R E A T E D W O O D M E M B E R. w N W a N
<br /> N ��'�_�' l�a�=�1 m
<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 ��� '��� T` 6. SPECIALTY ITEMS: 'MINUTEMAN'OR EQUAL,www.minutemanproduxcts.com W x c=i� o m
<br /> W� B O L T P R O V I D E D I N P A D 6 1� METAL PIERS TO BE CAPABLE OF SUPPORTING 6,000# �
<br /> 6:2. SOIL ANCHORS SHALL BE"MINUTEMAN" IN CONFORMANCE WITH THE TYPE SPECIFIED BY THE � o 0
<br /> 5 M/L EXT.COL.SUPPORT MANUFACTURERFORTHESITESPECIFICSOILS,ASDETERMINEDBYAGEOTECHNICALEVALUATION
<br /> OF THE SOILS. SUBJECT TO GEOTECHNICAL EVALUATION THE ANCHORS SHALL CONFORM TO THE REVISION DATE:2/1/2020
<br /> F1 �c���/2�a��-� 1'-0„ FOLLOWING: ���� �� ����i�a���
<br /> ��������� ��� ������ F1 �
<br /> SHEET: 1 OF 1
<br /> JOSEPH MANGAN,SCOTT WILSON
<br /> �
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