|
_ - _.
<br /> I/2"�x �" LONG W/ 3" EMBEDMENT
<br /> INTO PREGAST PAD TYP 2 PLAGES I/2"� x 4 I/2" LON6 BOLTS W/
<br /> _. j .
<br /> _ �. I i/2" � WA5H�R5 @ 32" O.G. 3�'-Q"
<br /> � ' - �- � I�ND b"�ROM �ftGH END I/2"�D x 4 I/2" LON6 BOLTS
<br /> _ ,�
<br /> -'--- '- (2) #3 BARS EAGH DIREGTION 4x6 PT H�#2 POST W/ I I/2" � Wf�5NER5 � 32" , „ ,_ „ ,_ „ , „ , „ , „
<br /> 8,� BOTTOM BARS TO B� I" GLEAR TOE-Nf�IL�D TO BEf�M 8 PflDS D.G. AND b°�ROM EAGH END 5 -4 5 4 5 4 5 -4 5 -4 5 -4
<br /> � BOTTOM
<br /> M� M�
<br /> 16" 8��5 TO BE ASTM A-65,6RAD� 60
<br /> I I PT WOOD SHIM AS NEGE55ARY
<br /> I` I
<br /> 2x12x24" LONG PT HF#2 WOOD 8x ib GMU BLOGKS
<br /> PAD W/ 2X12X12 PT OVER; PREGAST 16" SG2. x4"
<br /> GENTERED ON 4x6 P05T f�ND REINF. GONG. PAD,
<br /> ��� NAILED TO 2x12 PT HF#2'WOO�PA� - 2 OR 3/F1
<br /> 0
<br /> � 2/F1
<br /> 1 PRECAST PAD DETAIL 6 M/L SUPP4RT, STANDARD �A M/L SUPPORT, OPTIONAL
<br /> 4/F1 ACCESS PER NOTE #8 4/F1
<br /> F1 Scale:l/2=1'-0" F1 scale:l/2=1'-0" F1 Scale:l/2=1'-0" � � � � � �
<br /> 4 �--_l � _J (_�
<br /> I/2"� 80LT5 THRU BOTTOM PLATE
<br /> (2 PLAGES � EA. PAD, lf�l) BLOGKIh� $�_�,� $�_��� $�_��� $�_���
<br /> � � � � 4x4 P05T AT PADS BLOGKING
<br /> I v- I I 4x8 N.�. #2 MIDSPAN 4x8 H.F. #2 MIDSPAN -
<br /> SUPPORT BEAM SUPPORT BEAM o 5/F1-3 PADS 7/F1
<br /> � � �I6"x I6'° REINFORGED JAGKSTAND JAGKSTAND 5 F1-3 PADS
<br /> L J I_ _I GONGRETE PAD TYP., Il�I � 1
<br /> BOTTOM PLAT� �6" SQ. x I" POLY PREGftST I6" SQ. x4"
<br /> - z PAD, ALT: 2x12x24" cv z REINF. GONG. PAD,
<br /> GORNER PAD VIEW B-B N � PAD PT H�#2 WOOD - � � - -r-�� - �-�-� - �-- --1_ _
<br /> 2X4 PT TOP 8 BOTTOM PLATE � � N � � � � �
<br /> GONG PAD, I/FI
<br /> 4X4 PT P05T AT PADS
<br /> 2x4 H.F. PT 5TUD5 @ 16" O.G.
<br /> W/ SHEAR W�LL PER NOT�S 2X8 BLOGKINC� _
<br /> 2x8 PT BLOGKIN6 �
<br /> 6" WIDE C�I�LV. �", Mf�X. MESH 4X8 H.F. #2 MIDSPAN � 2/F� 6/F1 2/F1
<br /> �ROM SKIRTINC-� 70 RUNN�R W/ SUPPORT BEAM 4x8 PT H.F#2 MIDSPAN
<br /> CALV. STAPLES T8 B 4X4 H�#2 P05T 5UPP012T B�AM W/5HIM5
<br /> � ATTAGH 2X4 PT PLATE W/ TOE-NAILED TO 8x16 GMU BLOGK
<br /> _ z BOLTS PROVIDED IN PAD, I/�I BEAM 8 PADS
<br /> PREGAST I6" SQ. x4"
<br /> � � � 2x12x24 LON6 P.T. H�#2 _ z �_� �� _�
<br /> - �y � REIN�. GONG. PAD, � � L � � �
<br /> � S - z WOOD PAD W/ 2x4 OV�R -
<br /> N � GENTERED ON 4x4 P05T ALT: 2x12x24" LONC�
<br /> � ; _ AND NAILED TO 2x12 PT HF#2 WOOD PAD
<br /> 2X4 P.T. RUNNER W/ � �
<br /> 120d STAKE EA. END VENTING PER NOTE #7
<br /> 2 EXTERIOR WALL DETAIL � M!D-SPAN SUPPORT, STANDARD 7A MID-SPAN SUPPORT, OPTIONAL �
<br /> F1 scale: 1/2=1'-0" F1 scale:1/2=1"-0" F1 Scate: l(2=1'-0" � 2/FI
<br /> GMU BLOGK
<br /> � �" NOMINAL SH�ATHIN6 W/8d e 4"/12" �
<br /> �llb" SKIRTIN�
<br /> _ _ W/ WATERPRDD�INC TO b" ABOVE
<br /> __'_;_ _ C�RADE. FLASH OVER EXP05ED
<br /> - - �-�R�o��N� oR �E �, STa�LE 1 F O U N D AT I O N P LA N
<br /> WATERPROOFIN6 PRODUGT. E Z Scale: 1/4�� - 1�-0�� �
<br /> VIEW A-A �LOOR STRUG7URE - �LOOR J015T, TO�-NA{LED TO
<br /> PT 2X4 W/(2)IOD AT EAGH J�IST
<br /> B��M PT 2X4c�48" O.G.Wl U24 EAGH �ND
<br /> WOOD SHIM AS NEGE55ARY 4x 8 H.F. #2 MIDSPAN BEAM �
<br /> 8xi6 GMU BLOGKS m PT 2X4 RUNNER NAILED TO PLATE �
<br /> PT 2x4x12" LON6 P05T 0 W/ I6D � b" O.G.
<br /> PREGAST Ib" SQUARE x 4" `°; BEARIN6 BLOGK, NAILED TO � � I/FI PFR PLAN � �
<br /> DEEP REINFORGED CANGRETE BEAM g PT P05T. � -- - —
<br /> A A PAD -
<br /> PT 4x4 H�#2 POST TOE-NAILED � .�
<br /> TO BLOGK OR GMU BLOGK �
<br /> 2x12x24" LON6 PT H�#2 WOOD NOTES: s_
<br /> 4�� ATTAGH BOTTOM PLATE TO PAD w.,-,_- PAD W/ 2X4 OVER GENTERED ON 1. USE THIS DETAIL WHERE REQUIRED TO MEET GRADE. �
<br /> W/ 112"� EF'OXY BOLT MIN. i" PT 4x4 P05T fiND NAILED TO PT 2. MAX. SUBGRADE TO GRADE HEIGHT IS 36". �
<br /> �MBEDMENT 2x12 OR Ibxl6x4 GONG. PAD
<br /> � �
<br /> 3 OPTIONAL CORNER DETAIL s MID-SPAN BEAM SPLICE 9 BACKFILLED WALL DETAII c�
<br /> F1 Scale:l/2"=1'-0" F1 Scale:l/2=1'-0" G
<br /> F 1 Scale: l/2=1'-0" �
<br /> N
<br /> 501L ANGHOR PER N07�5, —
<br /> SHEET �-I. ,�
<br /> GR055-DRIVE W/ SHOVEL �
<br /> PLATE SHOWN. � �
<br /> PLAN STRUCTURAL NOTES: CLASSROOM �
<br /> �• ��ER�-° 6.2.4.3. SOIL GLA55 3 (L005E 5AND5 � 6RAVELS, STIFF 51LT5 � GLAYS): 4430-DH 4
<br /> 1.1. MODULAR BIJILDIN6 MAY VARY BY MANU�AGTURER. VERI�Y DIMEN510N5 AND OTHER AU6AR-ANGHOR 5ET VERTIGAL W/"MMA5D2A' STABILIZER PLATE INSTALL.
<br /> GHARAGTERI5TIG5 PRIOR TD BE61N OF FOUNDATION INSTALLATION. MINOR VARIATIONS O� b2.4.4. 501L GLA55 4 (L005E 5AND5, �IRM GLAYS AND 51LT5, ALLUVIAL FILLS): 4636-DH 4 �� `
<br /> STRAP P�R ANGHOR MANUF. DIMEN510N DO NOT GHAN6E THE FOUNDATION DE�16N AND INSTALLATION REQUIREMENTS. AtJ6�R ANGHOR 5�T VERTIGAL W1MMA5D2 STABILIZER PLATE. g o�
<br /> 1.2. MODULAR BUILDINC-� DE51C�N GRIT�RIA ARE ESTABLISHED FOR C�ENERAL WORST GASE IN LARGE � o �
<br /> 6.3. INSTALL ALL SPEGIALTY ITEMS PER THE MANUFAGTURER'S REGOMMENDATIONS. Z
<br /> R E 6 1 0 N 5. T H E S� �O U N D A T I O N P L A N S A f Z E D E 5 1 6 N E D �O R S M A L L E R M O R E S P E G I�I G D E 5 1 G N - � m �
<br /> 1. VENTIN6: p „ ��
<br /> AREF�S AND MAY NOT MATGH THE BUILDIN6 DE516N GRITERIA. MATGH THE FOUNDATION TO THE (,�
<br /> 7.1. INSTALL A GLA55 I VAPOR RETARDER OVER THE GRAWLSPAGE AREA TO EXTERIOR OF > ^ �
<br /> SPEGI�IG SITE. BIJILDIN6 DESI6N MAY MATGH OR EXGEED FOl1NDATION DE516N GRITERIA. Z � � ��
<br /> 501L ANGHOR PER NOTE BUILDIN6. N � � �a .
<br /> 2. DE516N iN�ORMATION d LOADINC�: 7.2. PROVID� GRAWL SPAGE VENTILATION PER ISG GOD� AND LOGAL REQUIREMENTS AT I NET 5� W �7 � � -��
<br /> SHEET �-I 2.1. 8t11LDIN6 CAD� IBG, 2012 - RISK GATEGORY il w w � W��
<br /> O� VENTILATION f'ER I�00 5� OF �LOOR AREf�. Z C7 z � ���
<br /> 2.2. ROOF L I VE LOAD 25 PS�, SNOW 8. AGGE55: � - 5 Z ��r�
<br /> 2.3. FLOOR L I VE LOAD 40 P5� OR I,000# GONG. Z a� a o ���
<br /> �.d 8.1. PROVIDE AGGE55 TO THE UNDER �LOOR AREA PER THE IBG GODE. �
<br /> 2.4. W I N D G R I T E R I O N I 1 0 M P H, E X P G, Kz t=1.0 8.2. PROVID� 18" MIN. GLEARANGE UNDER FROM 501L TO UNDER5IDE O� ALL BIJILDIN6 STRUGTURE. �'`� m W " ���
<br /> 2S. 5E15MIG GRITERION 5D5=1.0, 51TE GLf�55 D, 5EI5MIG GATE60RY D q, SITE GONDITIONS: l7 � o ��LL
<br /> A N C H 0 R D E T A I L 2.6. 5 0 1 L B�A R I N G �,�o o r-�� � W �
<br /> G.I. �OUNDATION 5UB6RADE TO BE 4-INGHES O� ROAD-MIX 6RAVEL, STRUGTURAL FILL OV�R
<br /> 4 3. G O N G R E T E: UNDISTURBED NATIVE 501L5 OR STRUGTURAL FILL °C o ��
<br /> F1 ��1:/2=1'-0" 3.1. DE51CyN GOMP.STREN6TH 2,�00 P51 q.2. STRUGTURAL �ILL TO BE GOMPAGTED TO 95Yo O� THE STANDARD PROGTOR D�N51TY PER ASTM m a ��
<br /> 3.2. REIN�ORGIN6 BAR YIELD 60 K51
<br /> D-ba8.
<br /> 4. MA50NRY: Q.3. SLOPE FINISHED C-�RADE AWAY FROM THE BUILDIN6 FOUNDATION AT A MIN. 6RADE OF 29'0.
<br /> 4.1. 8xlbx8 UNITS ASTM G-q0, 6Rf�DE N
<br /> 4.2. 5ET UNITS W/GORES VERTIGAL � NO MORE THAN 3 HICH, P�R PLAN � �
<br /> S. WOOD: �;,.`� � � � ;� �s ..:-. ` � O 0 Z ?
<br /> 5.1. ALL WOOD M�MBERS OF THE FOUNDATION SYSTEM SFfALL B� 5PF-STD OR BETTER, UNLE55 � f���'�- :. :,� �� 4y�`�E 2 � z � w � Q
<br /> NOTED 07HERWISE. , p � � Q O 3
<br /> 5.2. ALL WOOD IN GONTAGT OR WITHIN 8-INGNES WI7H 501L SHALL BE PRESERVATIVE TREATED. "�� � �
<br /> �LOOR STRUGTURE ' � ��: ���� i � ���� � ± -� J � � z
<br /> 5.3. GONNEGTORS USED IN PRESERVATIVE TR�ATED WDOD MEMBERS SHALL BE STAINL�55 STEEL `' � U O � z o
<br /> OR HOT-DIPPED 6ALVANIZED TO THE 6ALVANIZINC� WEI6HT A5 SPEGIFIED IN IN ASTM A 153. �
<br /> PT WOOD SHIM A5 N�GE55ARY 5.4. PROVIDE 18" MIN. GLEARANGE FROM 501L TO UNDER5IDE O� ANY UNTREATED WOOD MEMBER. 'i�`3' {�� �'i'���'� m Q � p O Q �
<br /> <- ._ o
<br /> 8x ib GMU BLOGKS 6. SP�GIAL7Y IT�MS: ' " �.��, : - J J J -i j Z o
<br /> : PT 2x4 TOP � BOTTOM PLATE 6.1. METAL PIERS TO BE GAPABLE O� SUPPORTIN6 bp00# � p � � � o 0
<br /> O 4 x b P T P 0 5 T � M/L P A D S T Y P 6.2. 5 01 L AN GH OR S SHA L L B E "MI N U T EMAN" IN G ONF ORMAN G E WITH TH E TYP E 5 i'�GIFI E D BY TH E Q f w
<br /> o „ „ MANUFAGTURER FOR THE 51TE SPEGIFIG 501L5 AND SHALL GON�DRM TO THE �OLLOWING r-,- .-„,:�, � � a Q a '
<br /> PREGAST I6 SQUARE x 4 DEEP ,.��"°"` "4�"' -=�-
<br /> �-- P A D, 5/�I, P E R F I 6.2.1. D E 5 1 6 N W O R K I N 6 5 T R E 5 5 L O A D O F 3,1 5 0# W/ A N U L T I M f t T E S T R E N 6 T H L O A D O� 4,1 2 5# :"�p N A L �� ��• �� F�. -�
<br /> 6.2.2. INSTALL 6ROUND PORTION O� TH� ANGHOR PRIOR TO SETTIN6 TH� BUILDIN6. °°°FN►m�° � .�`���� Y N � = a o
<br /> � >, � CxIST� Od�'°� � GINF M N W �
<br /> I 6.2.3. GONNEGT ANGHOR TIES TO &JILDINC� ONLY AFT�R B U I LD I N6 IS �ULLY BLOGKED �tND �� �;�> .'� �'.*'��, '� � F�Q ,. X � a �
<br /> 6 I/4' 1�TTAGH BOTTOM PLATE TO PAD L�VELED. ��
<br /> � ' �� � 123�7 PE 9 ` 00 � ¢
<br /> —�W/ BOLT PROVIDED IN PAD 6.2.4. ANGHORS TO BE ONE OF THE �OLLOWIN6: ( :�(�(� �;;�`.. _ ./� N �
<br /> 6.2.4.1. SOIL GLASS I (ROGK): 36-XDH �, ' p n y `�'' 'I�i"�
<br /> °� �j bu REVIS�ON DATE:04/01/2018
<br /> 5 M/L EXT.CO L.S U P P O RT 6.2.4.2. 501L GLA55 2 (GOMPAGTED 6RAVEL OR ASPHALT OR 6RAVEL BASE): (2) 48-XDH J'q Q,'�' °°oo� ��378 p�?�° s, t�REGUfV M
<br /> F1 �r�:/�,�°-�" i'-O" W/'MMASD2A' STABILIZER PLATE. ��'�NE OF �Rl��� �°'"'^��NA�(�� �F•��T 2 3, ,�'G�� ��
<br /> �W� B __ _ W. gF'
<br /> _ - _ j.��r.�-
<br /> SHEET: 1 OF 1
<br /> MIKE ALDOUS
<br />
|