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�i�°rox �° LONG W/ 3° �r-,B�or�u-r STfi�.UGTU��L NOT�S: GL�55i�00M
<br /> INTO PREGAST PAD TYP 2 PLAGES �' ����
<br /> I.I. MODUI..AR BUILDING MAY VARY BY MANU�AGTURER. VERI�Y DIMEN510N5
<br /> � �t � 32�-0�� FOUNDA�pJyMODALLATION�. M NOR VARIATIONSTO�BD M���ON DO NOT
<br /> _ .� e
<br /> (2) #3 BARS EAGH DIREGTION GHANGE THE �OUNDATION DE516N AND INSTALLATION REQUIREMENTS.
<br /> I 8�� BOTTOM BARS TO BE I" GL�AR 5'-4�� 5'-4�� 5'-4�� 5�-4�� 5'-4�� 5'-4�� 2. D�51GN IN�ORMATION d LOADING:
<br /> BOTTOM
<br /> 2.1. BUILDING GODE IBG, 2015 - RISK GAT�GORY II
<br /> I6" BRRS TO B� ASTM A-b5, GRADE 60
<br /> 2.2. ROO� LIVE LDAD 25 PS�, SNOW
<br /> 2.3. �LOOR LIYE LOAD 40 P5� OR I p00# GONG. •
<br /> 2.4. WIND GRIT�RION I10 MPH, EXP G, Kzt=1.0
<br /> 2.5. S�15MIG GRITERION SDS=1.0, SITE GLA55 'D', GAT�GORY 'D'
<br /> 2.6. 501L B�ARING I,500 �'SF
<br /> 3. GONGRET�:
<br /> 3.1. DE516N GOMP.STREN6TH 2,500 I'S1
<br /> ��� _ 2 OR 3/F1 . 3.2. REIN�ORGING BAR Y►�LD 60 K51
<br /> 0 4. MA50NRY:
<br /> � Z�F� 4.1. SxI6x8 UNITS ASTM G-�i0, GRADE N
<br /> 4�F� ACCESS PER NOTE #$ 4�F� 4.2. SET UNITS W/GORES VERTIGAL � NO MOR� THAN 3 HI6H, i'ER PLAN
<br /> 1 PRECAST PAD DETAIL �� �. w000�
<br /> �.I. ALL �RAMING MEMBERS 0� THE �OUNDATION SYSTEM SHALL BE
<br /> F1 Scale:l/2=1'-0° 5PF-5TD OR BETTER,UN1.E55 NOTED OTHERWISE.
<br /> �.2. WOOD 51-I�ATHING SHAI..L BE P.T. �" NOMINAL APA i�RT�D 32/Ib
<br /> 4� I/2°4� BOLTS THRU BOTTOM PLATE � J � J L J STRUGTURAL WOOD SHEATHING. .
<br /> (2 PLAGES � �A. PAD, I/�I) 8�-O�� 8�-O�� 8�-O�� $'-O'� 5.3. ALL WOOD IN GONTAGT OR WITHIN 8-INGH�S WITH 501L SHALL BE
<br /> (�' - � � -) PRESFRVATIVE TREAT�D.
<br /> � � I 4x4 P05T ftT PADS 5.4, GONNEGTORS USED IN PRESERVATIVE TR�ATED WOOD MEM8ER5 SHAJ...L
<br /> o BE STAINLE55 ST��L OR HOT-DIPPED GALVANIZED TO TH�
<br /> '�" d' , �I6"x fb" REIN�ORGED � S�F�-3 PADS 7/F� GALVANIZING 1^IEIGHT AS SPEGI�IED IN IN ASTM A 153.
<br /> L � J I- J GONGR�T� PAD TYP., I/FI 5/F1-3 PADS 5.5. i'ROVID� 18" MIN. GLEARANGE �ROM 501L TO UNDER5IDE OF ANY
<br /> BOTfOM PLAT� UNTR�ATED WOOD MEMBER.
<br /> 6. SP�GIALTY ITEMS:
<br /> GORNER PAD VI�W B-B p � � r- -� r' � 6.1. METAI. PIERS TO BE GAPA�BLE O� SUPPORTING 6,000#
<br /> � 2X4 PT TOP � BOTfOM PLATE oo -�� � - - 6.2. 501L A�NGHORS SHALL BE "MINUTEMAN" IN GON�ORMANGE WITH THE TYPE
<br /> GONG i'AD, I/�I N � � � ^ � � SPEGI�IED BY `fHE MA1�FftGTURER �OR THE 51TE SPEGI�IG 501L5 AND
<br /> 4X4 PT P05T AT PADS SHALL GON�ORM TO TH� FOLLOWIN6:
<br /> 2x4 H.�. PT 5TUD5 � Ib" O.G. 6.2.1. DE51GN WORKING 5TRE55 LOAD O� 3,150# W/ AN ULTIMATE
<br /> W/ SH�AR WaLL PER NOT�S STRENGTH LOAD O� 4,725# ,
<br /> O 6.2.2. INSTALL GROUND POR710N O� THE ANGHOR PRIOR TO SETTING THE
<br /> 6" WIDE GALV. �", MAX. M�� � 2��� 6/F1 2��� BUILDING.
<br /> � FROM SKIRTWG TO RUNN�R W/ 6.2.3. GONNEGT ANGHOR TI�S TO BUILDING ONLY AFTER BIJILDING IS �ULLY
<br /> C�ALY. 5T,4PL�5 T�B
<br /> BLOGKED AND LEVELED.
<br /> ATTAGH 2X4 PT PLA7E W/ 6.2.4, ANGHORS TO BE ONE 0� THE FOLLOWING:
<br /> _ z BOLTS PROVID�D IN �'AD, I/�t 6.2.4.1. 'A�ZTEG' DRIVEN ANGHOR W/ INTEGRAL STABILIZ�R PLATE OR
<br /> � � T 'MMA-35' W/'MMA5D2'STABILIZ�R PLAT� INSTALL VERTIGALLY.
<br /> g� g �-- -� �- -� �- -� INSTt�LL (2) AT EAGH LOGATION PER PLAN. FOR INSTALLATION IN
<br /> 501L OR GRAI(�L.
<br /> � 2X4 P.T. RUNNER W/ 62.42. '4430' AUGAR-ANGHOR 5ET VERTIGAL W/"MMA5D2' STABILfZER
<br /> 120d STAK� �A. �ND _ VENTING PER NOTE #7 PLATE INSTALL V�RTIGALLY OR 'MMA-41' W/INTE6RAL STABILIZER
<br /> 2 EXTERiOR WALL DETAIL � GftP.
<br /> 2�� 6.3, INSTALL ALL SPEGIALTY ITEMS i'ER TH� MANUFAGTURER'S
<br /> F1 Scale:l/2=1'-0"
<br /> ^ REGOMMENDATIONS.
<br /> �. VENTING: '
<br /> �i.l. INSTALL A GLA55 I VAPOR R�TARDER OYER TNE GRAWLSPAGE AREA
<br /> � � � -GMU BLOGK ,� TO �XTERIOR O� BUILDING.
<br /> 7.2. PROVIDE GRAWL SPA�GE VENTILATION PER IBG GODE AND LOGAL
<br /> � �- -' �1/I6" SKIRTING REQUII:�M�NTS f�T 1 NET 5� O� YENTILATION i'�R 1500 5� OF �LOOR
<br /> I � r- --�
<br /> 1 F 0 U N DAT I 0 N P LA N 8. AGGESS:
<br /> �---��� 8.1. PROVIDE AG�E55 TO THE UNDER FLOOR AREA �'ER THE IBG GOD�.
<br /> � 82. i'RO V ID� 1 8" M I N. G LEARA NG� UNDER �ROM 501L TO UND�RSID� O� ALL
<br /> � YI�W A-A �LOOR STRUGTURE � 1 Scale: 1/4�� = 1�-0�� BUILDING STRUGTUR�.
<br /> q. 51TE GONDITIONS: 1
<br /> q.l. �OUNDATION SUBGRADE TO BE 4-INGHES OF ROAD-MIX GRAVEL OVER
<br /> WOOD SHIM A5 NEGE55ARY UNDISTURBED NATIY� 501L5 OR STRUGTURl�L �ILL, PAVEMENT W/ �
<br /> ; � Sxlb GMU BLOGKS GRAV�L BASE, OR 4" GONGRE7E,. �
<br /> PREGAST I6" SQUARE x 4° q.2. STRUGTURAL �ILL TO BF GOMf'AGT�D TO q�R� O� THE STANDARD � � •
<br /> DF�P R�IN�ORGED GONGRET� PROGTOR DEN5ITY i'�R �tSTM D-6G8.
<br /> � A PAD q.3. SLOPE �INISH�D GRAD� AWAY �ROM TI-f� BUILDIN� �OUNDATION AT A • ��
<br /> MIN. GRADE OF 25K. �
<br /> �
<br /> 4" ATTAGH BOTTOM PLATE TO PAD
<br /> W/ I/2°Q� EPDXY BOLT MIN. I°
<br /> �MS�DM�N7 �
<br /> . �
<br /> � 3 OPTIONAL CORNER DETAIL �
<br /> �
<br /> F1 scale: s/z=1'-0° �
<br /> 501L ANGHOR P�R NOTES, ,�
<br /> SH��T �-I. � '
<br /> GR055-DRIVE W/ SH01/�L O
<br /> PLf�T� SHOWN. 1 �
<br /> PLAN �
<br /> � STRAP PER ANGHOR MANU�. c��QT1AL E� {>; �.8RI RED PROFF v Q ��
<br /> cJ ,°°°' „o'�
<br /> �.c� �Za h, G'.r f ,.�;Qp WASy�e,�o�tS� 5��` �G 1 N F Ss�o Z � � ��
<br /> '� y�' �,o � f , o - Ni
<br /> O Q`' 9aV� .. �� � 'Q � C� � �
<br /> � � � $� � 12327 PE 9', Z � '� ��r�
<br /> 501L A�NGHOR P�R NOTE
<br /> OL' N '� m �
<br /> �o 0 183�� � OREGON . z � Z �
<br /> W �
<br /> .,� �' `�� v � ^'J z � ��
<br /> 5HE�7 F-I cl�� �o �,`� � A�'�� � w � � � .
<br /> ��'���' pF�����s� �'g,S,��A��C�� C>�qF`,or 2 3, ��' GC�� Z oc s � ���
<br /> W. B�' � W. g c`�\ w m � � � �
<br /> (n W 1`: �
<br /> RENEWS:09/30/2018 EXPIRES: DECEMBER 31, 2017 � Z � �
<br /> 4 ANCH4R DETAIL p�
<br /> � W m v
<br /> m ` ��F1 Scale:l/2=1'-0° BLOGKING
<br /> BLOGKING
<br /> � 4x8 H.�. #2 MIDSPAN 4x8 H.F. #2 MIDSPAN
<br /> �l1PPORT BEAM 5l1PNORT BEAM �" NOMINAL SH�ATHING W/Sd � 4"/12" � � z
<br /> Jf�GKSTAND JAGKSTAND W/WATERI'ROOFING TO 6" ABOVE O z z =
<br /> C�RAD�. �LASH OYER �Xf'OS�D O >j �,
<br /> i/2"�D x 4 I/2" LONG BOLTS W/ I6" SQ. x I" POLY . PREGAST I6" SQ. x4° � � � � N w �
<br /> WATERPRDO�ING OR USE UV STABLE � �„ Q ¢
<br /> I I/2° �h WA5H�R5 � 32" O.G. = z PAD, ALT: 2x12x24" iv ? R�I N�. G O N G. P A D, W A T E R P R O O�I N G P R O D U G T. z v N i U
<br /> P.ND 6"FROM �AGH END U2"� x 4 I/2" LONG BOLTS ry �� LONG PT H�#2 WOOD — �' � Q = Q � �' �
<br /> �LOOR STRUGTURE _ �LOOR Jo15T TOE-NAIL�D TO PT 2X4 W/(2)IOD AT EAGH .1015T J � a- � z LL
<br /> 4x b P T H�#2 P 0 5 T W/ I Il2" Q� WA5H�R5 � 32" �- PAD B E A M „ � U � Z z N
<br /> � i'T 2X4�48 O.G.W/U24 EAGH END = �
<br /> O.G. AND 6 �ROM EAGH �ND 4x 8 H.�. #2 MIDSPAN BEAM pT 2X4 RUN1�R NAILED TO PLATE w Q � � � N
<br /> TO�-NAIL�D TO B�AM � PADS 2X8 BLOGKING
<br /> PT I�OD SHIM AS hl�G�55ARY M� M L 2x8 PT BLOGKING o
<br /> 4X8 H.�. #2 MIDSPAN �� m „ � -� � J a Z �
<br /> i 8x I6 GMU BLOGKS PT 2x4x12 LONG P05T W/ I6D � b O.G, y. � > � o
<br /> ; PT 2x4 TOP � BOTTOM PLATE � � ' SUPPORT B�AM 4x8 PT H.�#2 MIDSPAN f B�ARfNC� SLOGK, NA�IL�D TO � ' -' � � �
<br /> `;� i'T WOOD SHIM AS NEGE55A�RY 4X4 N�#2 P05T SUPPORT B�AM W/SFIIMS _ I/FI PER PLAN N C] � Q ,,, o 0
<br /> O 4x6 ('T P05T � M/L PADS TYP $E A�M d PT P05T. � Q O ?�
<br /> m 8x I6 GMU BLOGKS TO�-NAIL�D TO Sxib GMU BLOGK _ Q
<br /> 2x 1 2x 2 4" 1.O NG P T H�#2 WO OD BEAM 6 PADS PT 4x4 H�#2 P05T TOE-N,41L�D � � � Q z
<br /> �GAST I6" SQUARE x 4" DEEP PREGAST I6" 5Q. x4" � „ PR�G,45T I6" SQ. x4° U - � w g �
<br /> � i'AD 5/�I, PER �I PAD W/ 2XI2XI2 PT OVER; 2x12x24 LONC� P.T. H��2 a o
<br /> � _ � TO BLOGK OR GMU BLOGK N LL
<br /> R�IN�. GONG. PAD , - z �G = N
<br /> � G�NTERED ON 4x6 P05T AND „ ' - z WOOD PAD W/ 2x4 OVER N - REIN�. GONG. PAD, 2x12x24" LONG PT f-I�#2 WOOD NOTES: M N cn � x
<br /> �� _ ALT: 2x12x24 LONG ��
<br /> — NAILED TO 2x12 N �� GENTERED ON 4x4 POST ALT: 2x12x24" LONC7 � __ PAD W/ 2X4 OVER G�NTERED ON 1. USE THIS DETAIL WHERE RE QUIRED TO MEET GRADE. p a ° �
<br /> 6 I/4' A T T A G H B 0 7 T O M P L A T E T O P A D P T H F#2 W O O D P A D �. t r 1 � a
<br /> W/BOLT i'ROVIDED IN PAD � AND NAIL�D TO 2x12 �� P T H�#2 W O O D P A D PT 4x4 P05T AND NAILED TO PT �� N N o �
<br /> 2. MAX. SUBGRADE TO GRADE HEIGHT IS 36 .
<br /> 2 x 1 2 OR Ibxlbx4 GONG. Pf�D
<br /> 5 M/L EXT.COL.SUPPORT REVISIONDATE:03/29/2017
<br /> 6 M/L SUPPORT, STANDARD 6A M/L SUPPORT, OPTIONAL � MID-SPAN SUPPORT, STANDARD �A MID-SPAN SUPP�RT, OPTIONAL s MID-SPAN BEAM SPLICE 9 BACKFILLED WALL DETAIL
<br /> F1 scale:l/2=1'-0" F1 scale:l/2=1'-0" F1 scale:l/2=1'-0" F1 scale:s/2=1'-0" F1 Scale:l/2=1'-0" F1 Scale:l/z" =1'-0�� F1 scale:l/2=1'-0" � 1
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<br /> PMS-MIKE ALDOUS
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