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<br /> ST�UGTUR�L NOTES: GL�55ROOM
<br /> I/2"�x 5" LONG W/3" EMBEDMENT
<br /> INTO PREGAST PAD TYP 2 i'LA�GES I� ����
<br /> I.1. MODULAR Bl11LDING MAY VARY BY MA�NUFAGTURER. VERI�'f DIMEN510N5
<br /> � tt- � 32�-0�� FOUNDA�ONM��ALLATION�. M NOR VARIA�TIO 5T0� D�MENS N DO NOT
<br /> _ ,�
<br /> , (2) 3 BA GH DIREGTION GHANGE THE FOUNDATION DE516N AND IN5T,4LLATION REQUIREMENTS.
<br /> #
<br /> �� BOTTOM BA BE I" GL�AR 5'-4`� 5'-4�� 5`-4�� 5'-4�� 5'-4�� 5�-4�� 2. DE51GN INFORMATION � LOADING:
<br /> 8 �.�..r�M 2.1. BUILDIN6 GODE IBG, 2015 - RISK GATE60RY II
<br /> 2.2. ROOF LIVE LOAD 25 PS�, SNOW
<br /> 16�� BARS TO B� ASTM A- E 60 2.3. �LOOR LIVE LOAD 40 P5F OR fp00# GONG.
<br /> 2.4. WIND GRITERION I10 MPH, EXP G, Kzt=1.0
<br /> 25. 5�15MIG GRITERION 5DS=1.0, 51TE GLA55 b', GATEGORY 'D' "
<br /> 2.6. SOIL BEARIN6 I,�00 P5�
<br /> 3. GONGR�TE:
<br /> r�� 2 OR 3/F1 • 3.2. REW�OR�N6pBAR Y�LD bDO�I��
<br /> �J� '
<br /> 0 4. MASONRY:
<br /> ;� 2/F1 4.1. 8xlbx8 UNITS ASTM G-QO, GRADE N
<br /> 4/F1 ACCESS PER NOTE #8 4/F1 54.2. �OD T UNITS W/GORES VERTIGAL � NO MORE THAN 3 HIGH, PER PLAN
<br /> 1 P R E CAST PA D D ETA I L �- 5.1. ALL �RAMING NIEMBERS O� THE FOUNDATION SYSTEM SHALL BE
<br /> F1 Scale:l/2=1'-0" ' �---I �--� �-� • 5i'�-5TD OR BETTER, UNLE55 NOT�D OTHERWISE.
<br /> ` 5.2. WOOD SH�ATHIN6 SHALL B� P.T. �° NOMINAL APA RAT�D 32/I6 ,
<br /> 4„ I/2"d� 80LT5 THRU BOTTOM PLATE ,, L J L J L J STRUGTURAL WOOD SHEATHIN6. _
<br /> �'' 8�-O�� 8�-O�� 8�-O�� $'-O�� 5.3. ALL WOOD IN GONTAGT OR WITHIN 8 INGH�S WITH SOIL SHALL B�
<br /> �- -� �- -� (2 PLAGES � EA. PAD, I/�I) PRESERVATIVE TREATED. �
<br /> � � � 4x4 P05T AT PADS ..� _ 5.4. GONNEGTORS USED IN PRESERVATIVE TREAT�D WOOD MEMBERS SHALL
<br /> 4 BE STAINLE55 ST��L OR HOT-DIPf'�D GALVANIZED TO TH�
<br /> � 5/F1-3 PADS � F� GALVANIZIN6 WEI6HT AS S�GI�IED IN IN ASTM A 1�3.
<br /> � d' �Ib"x I6" REIM�ORGED ' /
<br /> L J L J GONGRETE PAD TYP., I/�I 5/F1-3 PADS 55. PROVIDE 18" MIN. GLEARANGE FROM SOIL TD UNDERSIDE OF ANY
<br /> SOTTOM PLATE UNTR�ATED WOOD MEMBER.
<br /> b. 5i'EGIALTY ITEMS:
<br /> GORNER PAD VI�W B-B r- � r- � � � 6.1. METAL PIERS TO B� GAPABLE D� �i'PORTING bp00#
<br /> 2X4 PT TOP � BOTTOM PLATE � - ` �— - � - - - 6.2. 501L ANGHORS 5H,4L.L B� "MINUTEMAN" IN GONFORMANGE WITH THE TYPE
<br /> GONG PAD, I/FI N � � � � � SPEGIFI�D 8Y TFi� MAI�AGTURER �OR THE 51TE SP�GI�IG 501L5 AND
<br /> 4X4 PT P05T AT i'ADS � SHALL GONFORM TO TH� �OLLOWING:
<br /> 2x4 H.�. PT STUDS � I6" O.G. 6.2.1. DESI6N WORKING 5TR�55 LOAD OF 3,150# W/AN ULTIMAT� �
<br /> W/ SH�AR WALL PER NOTES - STREN6TH LDAD O� 4,725#
<br /> O -. 6.2.2. INSTALL GROUND PORTION OF THE ANGHOR i�IOR TO SETTING THE
<br /> 6" WIDE 6ALY. �", MAX. M�SH ' 2�F1 6/F1 2/F� SUILDIN6. .
<br /> j �ROM SKIRTING TO RUNN�R W/ � b.2.3. GONNEGT ANGHOR TI�S TO BUILDING ONLY R�T�R BUILDING 15 FULLY
<br /> C�P�LV. STAPLES T�B
<br /> BLOGKED /�ND LE�/ELED.
<br /> ATTA�GH 2X4 t"T PLATE W/ '�, b.2.4. ANGHORS TO BE ON� O� Tf-I� �OLLOWIN6:
<br /> z BOLTS PiZOVIDED IN PAD, I/�I � 6.2.4.1. 'AZTEG' DRIYEN ANGHOR W/ INTE6RAL STABILIZER PLATE OR
<br /> � � � . � � � � _1 I_ _1 'MMA-35' W/'MMA5D2'S7ABILIZ�R PLATE INSTALL VERTIGALLY.
<br /> B B INSTALL (2) AT EAGH LOGATION PER PLftN. FOR INSTALLATION IN
<br /> 501L OR 6RAVEL.
<br /> 2X4 P.T. RUNNER W/ 6.2.4.2. '4430' AUGAR-ANGHOR SET 1/ERTIGAL W/"MMA5D2' STABILIZ�R
<br /> 120d STAKE EA. �ND _ VENTING PER NOTE #� PLATE INSTALL VERTIGALLY OR 'MMA-ql' W/INTE6RAL 5T,4BILIZER
<br /> 2 EXTERI4R WALL DETAIL � "`'�� I 6.3. INSTALL ALL SPEGtALTY ITEMS �R THE MANU�AGTURER'S
<br /> F1 scale: s/2-1-0' REGOMMENDATIONS.
<br /> 7. VENTING:
<br /> l.l. INSTALL A GLA55 I VAPOR R�TARDER OVER THE GRAWLSPAGE AREA .
<br /> TO EXTERIOR OF BUILDIN6.
<br /> . r � GN&1 BLOGK �
<br /> 7.2. PROVIDE GRAWL SPAGE VENTILATION PER I�G GODE AND LOGAL
<br /> ! �- 7/I6" SKIRTIt�IG REQUIREMENTS AT I NET 5F O� V�NTILATION i'ER 1500 5F OF �LOOR
<br /> i ( r , AREA.
<br /> I(L J 1 F� U N DAT I O N P LA N 8. AGGE55:
<br /> 8.1. PROVIDE AGGE55 TO THE UNDER FLOOR AREA PER TH� IBG GODE.
<br /> VIEW A-A �� Scale: 1/4�� - 1�-��� 8 2 BU�I O L D YIN6 5 ITRUGTURE�A R A N G E U N D ER �R O M 5 01 L T O U N D E R 5ID E OF A L L
<br /> FLOOR STRUGTURE '
<br /> ���` q. 51TE GONDITIONS: 1
<br /> WOOD SHIM A5 NEGE55ARY q.l. FOUNDATiON SUBGRADE TO BE 4-INGHES OF ROAD-MIX 6RAVEL OVER �
<br /> 8x16 GMU BLOGKS UNDISTURBED NATIVE 501L5 OR STRUGTURAL �ILL, PAVEMENT W/
<br /> 6RAVEL B,45E, OR 4" GOI�RETE,. �
<br /> PR�GAST Ib" SQUARE x 4° q2. STRUGTURAL �ILL TO BE GOMPAGTED TO q5� OF TH� STAND/�RD � �
<br /> DEEP REIN�ORGED GONGRET� `�, PROGTQR DENSITY PER ASTM D-6q8. ,--
<br /> A p, PAp q.3. SLOf'� �INISHED GRAD� AWAY �ROM TH� BUILDIN6 �OUNDATION AT A . ��
<br /> MIN. 6RADE O� 2�. �
<br /> L
<br /> 4" ATtAGH BOTTOM PLATE TO PAD
<br /> R�
<br /> W/ 112"� EPDXY BOLT MIN. I° �`�:` �
<br /> �MB�DMENT
<br /> `�`�. �
<br /> �
<br /> 3 OPTIONAL CORNER DETAIL � �
<br /> F1 Scale:l/2=1'-0° �
<br /> �;:�
<br /> �.� �
<br /> 501L ANGHOR P�R NOTES, '—
<br /> SH��T �-L . , .S�
<br /> GROSS-DRIVE W/ 5H01/�L ��. O �
<br /> PLAT� SHOWN. � �
<br /> PLAN �
<br /> `�\
<br /> STRAP i�R ANGHOR MANIJ�. S�QNAL Zy+� W �i��`"° ��q pRpE.� c� Q ��
<br /> ,°a°°° ,�,�o
<br /> c�,5 �Z G',t op °°Q �� S,: z � �
<br /> � ��, 1P�, S �� ��G I NfF,� 'oy c� � � ��
<br /> � ., � ,� 12327 PE Z � `; ���
<br /> �
<br /> ���, ry N N ^
<br /> 501L ANGHOR P�R NOTE `;: 3 t , � � '�j • w U � o ��
<br /> SHEET �-I tll O w W
<br /> a � � ''�9378� s OREGON �, z � Z � ��`
<br /> � ��cl'���' 0 F Z�GCs� ��� ♦ O� F,oT 2 3.�9� �� � � s � '��
<br /> 9N W. Bg'1 �IA1'� �N W BR�G w m W � ���
<br /> s , RENEWS:09/30!2Q1& , c. , , �n:- U� Z g ��
<br /> 4 A N C H O R D E T A i L ���RF �F�F��-R � �(� g �
<br /> V W x ��
<br /> °° ` ��
<br /> F1 Scale: l/2=1'-0" BLOGKIN6
<br /> BLOGKING
<br /> 4x8 H.�. #2 MIDSPAN 4x8 H.F. #2 MIDSPAN `
<br /> �UPPORT BEAM �ORT BEAM �" NOMINAL SH�ATHIN6 W/8d � 4"/12" � � z
<br /> JAGKSTAND JAGKSTAND W/WATERPROOFING TO 6° ABOVE O Z Z =
<br /> `;` GRADE. �LASH OVER EXPOSED O � ti
<br /> V2"� x 4 I/2" LONG BOLTS W/ -�— I6" 5C2. x I" POLY � PREGP�ST I6" SQ. x4° WATERPROO�IN6 OR 115E W STABLE z N �j � W Q a
<br /> 1 I/2" � W A 5 H�R 5 � 3 2" O.G. = z P f�D A L T: 2 x 1 2 x 2 4" i� z. R E I N F. G O N G. P f�D W A T E R P R O O�I N G P R O D U G T. - c/� Q � �
<br /> A�ND 6"�ROM �AGH END I/2"� x 4 I/2" LONG BOLTS N � LONC PT Ff�#2 WOOD - � � � a = 0 z �
<br /> FLOOR STRUGTURE W/ I iJ2" cD YJASH�RS � 32" � PAD � FLOOR J015T, TO�-NAIL�D TO $ J Z LL -
<br /> 4xb PT H�#2 POST B�,�tM 1'T 2X4 W/(2)IOD AT EAGH JOIST � U � Z N
<br /> P7 WOOD SHIM AS NEG�55ARY M TOE-NAIL�D TO BEAM � PADS M O.G. AND 6"�ROM EAGN �ND 2X8 BLOGKIN6 PT 2X�RUNNER NAILED TOGPLA� w Q � � � �
<br /> 4x 8 H.�. #2 MIDSPAN BEAM �
<br /> L L 2x8 PT BLOGKIN6 0 0
<br /> Sx Ib GMU BLOGKS 4X8 H.�. #2 MIDSPAN PT 2x4x12" LONG P05T m W/ I6D � b" O.G. �' J �"� -� > Z .�
<br /> _ PT 2x4 TOi' � BOTTOM PLATE ; SUPPORT B�aM 4x8 PT H.�#2 MIDSPAN BEARING BLOGK, NAIL�D TO � } � � � 3 �
<br /> 4xb i'T P05T � M/L PADS TYP i'T Y�O D S H I M A S N E G E 5 5 A R Y N LL, � o
<br /> p 4X4 H�#2 POST SUPPORT BEAM W/5HIM5 I/FI P�R f'LAN �'- � � Q
<br /> t t� „ 8x Ib GNAJ BLOGKS TOE-NRIL�D TO Sxib GMU BLOGK BEAM 8 PT P05T. � ��-�'/� Q � O o�C z
<br /> � N
<br /> PREGAST I6" SQUARE x 4" DEEP �� �� � � Q
<br /> 2x12x24 LONC� PT H�#2 WOOD �
<br /> � PAD, 5/FI, PER �I PAD W/ 2XI2X12 PT OVER; PR�GAST I6 5Q. x4 BEAM � PADS „ „ PT 4x4 H�#2 POST TO�-NftiIL�D 4 J �
<br /> PREGAST Ib 5Q. x4 U ' � w a �
<br /> REIN�. GONG. PAD, 2xi2x24" LONG P.T. HF#2 _ z TO BLOGK OR GMU BLOGK Y N �-�- _ �
<br /> G�NTERED ON 4x6 P05T AND REIN�. GONG. PAD
<br /> `r ► ALT: 2x12x24" LONG - z I�OD PAD YJ/ 2x4 OVER N � „ � 2xI2x24" LONG PT H�#2 WOOD NOTES: X a cn Q � .
<br /> NAIL�D TO 2x12 N - ALT: 2x12x24 LONG � � � Q
<br /> 6 I/4' ATTAGH BOTTOM i'LAT� TO PAD PT HF#2 WOOD PAD � G�N T E R E D O N 4 x 4 P O S T PA D W/ 2X4 O V ER G EN T E R E D ON 1. U S E T H I S D E T A I L W H E R E R E Q U I R E D T O M E E T G R A D E.
<br /> W/ BOLT PROVIDED IN PAD � AND NAIL�D TO 2x12 � PT H�#2 WOOD P�hD PT 4x4 P05T AND NAILED TD PT " N N o g
<br /> 2. MAX. SUBGRADE TO GRADE HEIGHT IS 36 .
<br /> 2 x 1 2 O R I b x l b x 4 G O N G. P A D
<br /> 5 M/L EXT.COL.SUPPORT 6 M/L SUPPORT, STANDARD 6A M/L SUPP4RT, OPTIONAL � MID-SPAN SUPPORT, STANDARD �A MID-SPAN SUPPORT, OPTIONAL $ MID-SPAN BEAM SPLICE 9 BACKFILLED WALL DETAIL REVISIONDATE:03/29/2017
<br /> F1 Scale: l/2=1-0 F1 Scale:l/2"=1'-0" F1 Scale: l/2=1'-0" �1
<br /> F1 Scale:l/2=1'-0" F1 scale:l/2=1'-0" F1 Scale:l/2=1'-0" F1 scale:l/2=1'-0"
<br /> SHEET: 1 OF 1
<br /> PMS-M�KE ALDOUS
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