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STRUGTUi2I�L NOT�S: GL�55i�00M '4 .
<br /> I/2"Q�x 5" LONG W/ 3" EMBEDMENT
<br /> I. 6�t�RAL:
<br /> INTO PREGAST PAD TYP 2 i'LP�GES IJ. MODULAR BtJILDING MAY VARY BY MANU�AGTUIZ�R. YERIFY DIMEN510N5
<br /> � � _ � 32�-0�� �O�UNDAT�ONMOD ALLATION�. M NOR VARIATIO 5 � DIME�ON DO NOT �
<br /> - � , GHANGE THE �OUNDATION DESIGN AND INST�tLLATION REQUIREMENTS.
<br /> --r- 8'I (2) #3 BARS �AGH DIREGTION
<br /> BOTTOM BARS TO B� I" GL�AR 5'-4�� 5'-4�� 5�-4�� 5'-4�� 5'-4�� 5'-4�� 2. DE51GN IN�ORMATION � LOADING:
<br /> BOTTOM 2.1. BUILDIN6 GODE ISG, 2015 - RISK GAT�60RY II
<br /> 2.2. ROOF LIYE LOAD 25 PSF, SNOW
<br /> I6" BARS TO B� ASTM A-65,GRAD� 60 2.3. �LOOR LIVE LOAD 40 P5� OR I p00# GONG.
<br /> , 2.4. WIND GRITERION I10 MPH, EXP G, Kzt=1.0
<br /> �'` 2.5. 5EI5MIG GR�TERION SD5=1.0, 51T� GLA55 'D', GATEGORY b' '
<br /> 2.6. 501L BEARING I,�OD i'SF
<br /> 3. GONGRETE:
<br /> 3.1. D�51GN CAMP.STR�NGTH 2,500 P51 4'
<br /> �� _ 2 OR 3/F1 • 3.2. REINFORGING BAR YI�LD 60 K51
<br /> 0 4. MA50NRY:
<br /> ^ � 2�F1 4.L 8xlbx8 UNITS ASTM G-a0, GRAD� N .
<br /> 4/F1 4.2. 5ET UNITS W/GORES VERTIGAL � �Ep MORE THAN 3 HIGH, P�R PLAN
<br /> PRECAST PAD DETAIL 4/F1 ACCESs PER NOTE #8 �. woo�: �
<br /> 1 5.1. ALL �Rt�MING M�MBERS O� THE FOUNDATION 5Y5TEM SHALL BE
<br /> F1 Scale:l/2=1'-0° • �- � ' , 5P�-5TD OR BETTER, UNL�55 NOTED OTHERWISE.
<br /> , � " . 5.2. WOOD SHEATHING SHALL BE P.T. �" NOMINAL RPA RATED 32/Ib •
<br /> �'' L J L -� STRUGTURAL WOOD 5H�,4THING.
<br /> 4� I/2"c0 BOLTS THRU BOTTOM PLAT�
<br /> 8�-0�� 8�-0�� 8�-O�� 8'-O�� 5.3. f�LL WOOD IN GONTAGT OR WITHIN 8-INGHES WITH SOIL SHALL B�
<br /> � - � �- -� (2 PLAGES � EA. PA�D, I/F�) PRESERVATIVE TR�AT�D. �
<br /> I � I 4x4 P05T AT PADS _ 5.4. GONNEGTORS USED tN PRESERVATIVE TT:EATED WOOD MEMBERS SHALL
<br /> o BE STAINLE55 ST�L OR HOT-DIPPED GALYANIZED TO THE
<br /> �" + '�" , �I6"x Ib" REIN�ORGED � S�F�-3 PADS �/F� GALVANIZING W�IGHT AS 5i'EGI�IED IN IN ASTM A 153.
<br /> L � J L J GONGRETE PAD TYP., ��� 5/F1-3 PADS �s. PROYIDE 18" MIN. GLEARANG� �ROM 501L TO UNDER5IDE O� ANY
<br /> BOTTOM PLAT� UNTREATED WOOD MEMBER.
<br /> 6. SPEGIALTY 1T�M5:
<br /> GORNER PAD VIEW B-B p 6.1. M�TAL PIERS TO BE GAPASL� O� 5Ui'PORTING bp00# ,�
<br /> 2X4 PT TOP � SOTTOM PLAT� oo - -��^ - � - � �- - 6.2. 501L ANGHORS SNALL BE "MINUTEMAN" IN GON�ORMANGE WITH THE TYi'�
<br /> GONG PAD, I/�I N � � � � � SPEGIFIED BY TH� MANU�AGTURER FOR THE 51TE 5�'EGI�IG 501L5 AND
<br /> SHALL GON�ORM TO THE �OLLOWING:
<br /> 4X4 f'T POST AT PADS 6.2.1. DE51GN WORKING 5TRE55 LOAD O� 3,150# W! AN ULTIMATE .
<br /> 2x4 H.F. PT 5TUD5 � I6" O.G.
<br /> STRENGTH LOAD O� 4,725#
<br /> W! SH�AR WALL PER NOTES p 6.22. INSTALL GROUND PORTION O� THE ANGHOR I'RIOR TO SETTING THE
<br /> 6�� WIDE C�ALV. ��� MAx. M�s+� ' 2/F1 6�F� 2/F1 �ui�.QiN�. �
<br /> � �ROM SKIRTING TO RUNN�R W/ � 6.2.3. GONNEGT ANGHOR TIES TO 6UILDING ONLY AFTER Bl11LDING IS �ULLY
<br /> C�ALY. STAPLES T�B BLOGK�D AND LEVELED.
<br /> ATTAGH 2X4 1'T' PLATE W/ 6.2.4. ANGHORS TO BE ONE OF THE �OLLOWING:
<br /> = z BOLTS PRDYIDED IN PAD, I/�I 62.4.L 'AZTEG' DRIVEN ANGHOR W/ INT�GRAL STABILIZER PLATE OR � '
<br /> � � � � : ' � � � 'MMA-35' W/'MMA5D2'STABILIZER PLATE INSTALL YERTIGALLY. �
<br /> B� P B • , �- � L- J �- -� INSTALL (2) AT �AGH LOGATION PER i'LAN. �OR INSTALLATION IN
<br /> 501L OR GRAYEL. �
<br /> 2X4 P.T. RUNNER W/ 6.2.4.2. '4430' AUGAR-ANGHOR 5ET VERTIGAL W/"MMASD2' STABILIZER �
<br /> f20d 5T,4K� EA. �ND VENTING PER NOTE #� f ; PLATE INSTALL YERTIGAL.LY OR 'MMA-91' W/INTEGRAL STABILIZER
<br /> EXTERIOR WALL DETAIL �
<br /> 2 � 2�� 6,3. INSTALL ALL SPEGIALTY ITEMS i'�R THE MANUFAGTURER'S .
<br /> F1 Scale:l/2=1'-0" R�GOMMENDATIONS.
<br /> l. VENTING:
<br /> 7.1. INSTALL A GLA55 I VAPDR R�TARDER OVER TH� GRAWLSi'AGE AREA� ,
<br /> TO EXTERIOR O� BUILDING.
<br /> GMU BLOGK ' � l2, f'ROVIDE GRAWL SPAGE VENTILATION PER 18G GODE AND LOGAL ��
<br /> ' � � REQUII�MENTS AT I hI�T 5F O� VENTILAT►ON PER 1500 5F O� �LOOR ' �
<br /> AREA. ��
<br /> � �- -� l/I6" SKIRTING ,
<br /> I I r � 8. AGGE55:
<br /> �--��� 1, F O U N D AT I 4 N P LA N 8.L f'ROVIDE AGGE55 TO THE UNDER FLOOR AREA PER TNE IBG GODE.
<br /> 82. PROVIDE 18" MIN. GL�ARANGE UND�R �ROM 5011. TO UND�R5IDE O� ALL �
<br /> VIEW A-A ��ppR 5�� �1 Scale: 1/4" = 1�-0�� BUILDING STRUGTURE. , '
<br /> q. 51TE GONDITIONS:
<br /> WOOD SHIM A5 N�G�55ARY a.l. �OUNDATION SUBGRADF TO BE 4-INGHES OF ROAD-MIX GR�tVEL OVER �
<br /> 8x16 GMU BLOGKS UNDISTURBED NATIVE 501L5 OR STRUGTURAL �ILL, PAVEMENT W/
<br /> �
<br /> 6RAYEL BAS�, OR 4" GONGRETE,. �
<br /> PREGAST I6" SQUARE x 4° q2. STRUGTURA�L FILL TO B� GOMf'AGT�D TO q5� O� TH� STANDARD � :.�
<br /> DEEP REINFORGED GONGRETE PROGTOR DEN517Y PER ASTM D-6qS. —
<br /> A A PAD q.3. SLOPE �INISHED CRAD� AWAY �ROM THE BUILDIN6 �OUNDATION AT A . ��
<br /> MIN. GRADE OF 25�. �
<br /> L,.
<br /> I� 4�� ATTAGH BOTfOM PLATE TO PAD
<br /> CCf ' "
<br /> W/ i/2"d� �PDXY SOLT MIN. I° �
<br /> EMBEDMENT �
<br /> 3 OPTIONAL CORNER DETAIL � "
<br /> F1 Scale;l/2=1'-0" �
<br /> N �
<br /> 501L ANGHOR PER NOTES, �
<br /> SH��T �-I.
<br /> GR055-DRI�/E W/ SHOVEL
<br /> �
<br /> PLAT� SHOWN. � �
<br /> PLAN � . ,
<br /> STRAP PER ANGHOR MANU�. � ONAL �� �• �;o'��a�,t �ED PROF f v Q ��
<br /> � �
<br /> � ° � �'1 f ,o�w'as'Hi °��'� \��`� f ss Z � °° '��
<br /> Gy �,, /" �o ��G�N E^� /o 0 0
<br /> �� � "� `� ���e � 12327 PE yr Z � N ���i
<br /> N N � ��
<br /> S���T �GHOR P�R NOTE �,?, � �� , , � �� W (�,7 Z �
<br /> o a � m
<br /> $G 1937� `�+� �, OREGON �, z Z � � �
<br /> o �
<br /> ��'��� OF Z��` '��o�sa��?°��s O <",�T �9�' �� C� � g o ��� '
<br /> =9� W. 8�,�'� `S''�1VA1�� F.q� 2 3, R�� W m W � ���
<br /> W. B N u' ,
<br /> RENEWS:09/30/2018 C9 � � ��
<br /> EXPIRES: DECEMBER 31, 2017 Z � ,
<br /> 4 ANCHOR DETAIL m W g ��
<br /> F1 Scale:l/2=1'-0" ��
<br /> BLOGKING _ SLOGKING '
<br /> 4x8 H.F. #2 MIDSPAN
<br /> 4x8 H,P. #2 MIDSPAN �� �� �� p
<br /> SUPPORT BEAM � NO - SH�ATHING W/8d � 4/12 � z
<br /> SUPf'ORT BEAM JAGKSTAND W/WA�TE OFING TO 6" ABOVE O z 3
<br /> JAGKSTAND GRAD�. �L OVER EXP05ED O � z �
<br /> �� �� �� �� �� �� Z c�/� U � W � a
<br /> I/2 � x 4 I/2 LONC BOLTS W/ -�— 16 5Q. x I POLY PREGAST Ib SQ. x4 WATERPRDO� OR U5E W STABL�
<br /> 1 I/2" � W A 5 H E R 5 � 3 2" O.G. = z PAD, ALT: 2x12 x2 4" iv z REINF. GONG. PAD WAT�Ri'ROO�I ODUGT. - c/� Q � �
<br /> AND 6"�ROM �AGH �ND I/2"� x 4 V2" LONG BOLTS N �' LONG PT H�#2 WDOD - � � � Q = 0 z
<br /> �LOOR STRUGTURE 4x6 PT HF#2 POST W/ I I/2" c� WASH�RS � 32" �- PAD _ _ B�O�OR J015T, TOE-NAILED TO PT 2X4 W/(2)IOD A GH J015T � � � Z z N �
<br /> O.G. AND 6"FROM EAGH �ND � PT 2X4e48" O.G.W/U GH END m p� � O �!
<br /> TO�-NA�IL�D TO BEAM � PADS 2X8 BLOGKING O O -
<br /> PT I�OD SHIM A5 NEG�SSARY M M 4x 8 H.�. #2 MIDSPAN BEAM PT 2X4 RUNNER NAILED LATE w Q � u.. ►- �
<br /> L L 2x8 i'T BLOGKING � ¢ o 0
<br /> PT 2x4x12 LONG P05T W/ I6D � 6 O.G. �. � , � w �
<br /> Sx Ib GMU BLOGKS 4X8 H.�. #2 MIDSPAN i ° � �� -' � � � o -
<br /> .� I'T 2x4 TOP d BOTTOM PLATE � ` � PT Y�OD SHIM AS NEGE55ARY S UPPORT BEAM 4x8 PT H.�#2 MIDSPAN _ N
<br /> 4X4 H�#2 P05T SUPPORT B�AM W/5H►M5 B�R R I N G B L O G K, N A I L�D T O � I/�I P�R P L A N F- 0 �-1- Q w � o
<br /> BEAM d PT P05T, p O , N
<br /> O 4xb PT P05T � M/L PADS TYP 8x16 GMU BLOGK `� Q �
<br /> 8x Ib GMU BLOGKS TO�-NAIL�D TO = � � O � z ..
<br /> m i'R�G/�5T I6" SQUARE x 4" D�EP 2x12x24" LONG PT H�#2 WOOD � PT 4x4 H�#2 P05T TOE-NAILED � � Q J �
<br /> O PREGA�ST I6" SQ. x4" BEAM � PADS PREGAST 16" SQ. x4" U N � w a o "
<br /> ►- i'AD, 5/�I, PER �I PAD W/ 2XI2XI2 PT OYER; 2x12x24" LONG P.T. HP#2 TO BLOGK OR GM U BLOGK
<br /> R E I N F. G O N G. P A D - z R E I N F. G O N G. P A D �� m c n
<br /> G�NT�RED ON 4x6 POST AND ' - z WOOD P�tD YJ/ 2x4 01/�R N - „ � . 2x12x24 LONG PT H�#2 WOOD NOTES: x � cn Q �
<br /> � — �-- NAILED TO 2x12 ALT: 2x12x24" LONC� �y - �� ALT: 2x12x24 LON6 - o �
<br /> PT H�#2 WOOD PAD �� G�NT�R�D ON 4x4 P05T � - _�, PAD W/ 2X4 OYER GENT�RED ON 1. USE THIS DETAIL WHERE REQUIRED TO MEET GRADE. � �, Q
<br /> 6 I/4' ATTf�GH BOTTOM PLATE TO PAD PT H�#2 WOOD Pf�D .
<br /> W/BOLT PROVID�D IN PAD �� AND NAIL�D TO 2x12 � PT 4x4 POST AND NAILED TO PT 2. MAX. SUBGRADE TO GRADE HEIGHT IS 36". N o �
<br /> 2x12 OR Ibxlbx4 GONG. PAD
<br /> M/L EXT.COL.SUPPORT REVISI E:03/29/2017
<br /> s 6 M/L SUPPORT, STANDARD 6A M/L SUPPORT, OPTIONAL � MID-SPAN SUPPORT, STANDARD �A MID-SPAN SUPPORT, OPTIONAL s MID-SPAN BEAM SPLICE 9 BACKFILLED WALL DETAIL ,
<br /> F1 Scale:l/2=1'-0° F1 scale;1/2=1-0 F1 Scale:1/2=1-0 FZ Scale:l/z=1'-o F1 Scale:l/2=1-o F1 Scale: l/2"=1'-0" F1 scale:s/2=1'-0" '
<br /> , �. , ,� „ � „ _
<br /> SHEET: 1 OF .``i
<br /> PMS-MIKE ALDOUS y
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