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STfi�UGTUi��L NOT�S: GL�55�OOM
<br /> I/2"�x 5" LON6 W/3" ENB�Dh1ENT I. 6ENERAL:
<br /> INTO PREGAST PAD TYP 2 i'LAGES I.L MODULAR BUILDING MAY VARY BY MAt�AGTURER. l/ERI�Y DIMEN510N5
<br /> �- , �� AND OTHER MODULE GHARAGT�RISTIGS PRIOR TO BEGIN O�
<br /> � '`r - � 32 -O �OUNDATION �NSTALLA�TION. MINOR VARIATIONS O� DIMEN510N DO NOT ,
<br /> '�" . GHANGE THE �OUNDATION DE51GN AND INSTALLATION REC�UIREMENTS.
<br /> (2) #3 8AR5 EAGH DIR�GTION 5'-4�� 5'-4�� 5�-4" 5'-4�� S�-4�� 5'-4�� 2. DE51GN IN�ORMATION � LOftDING.
<br /> g„ BOTTOM BARS TO BE I° GLEAR 2.1. BUILDING GODE IBG, 2015 - RiSK GAT�GORY II
<br /> BOTTOM 2.2. ROOF LIYE LOAD 25 PSF, SNOW
<br /> 16° BARS TO B� ASTM A-65, GRADE 60 2,3. FLOOR LIVE LOAD 40 P5F OR I,U00# GONG.
<br /> 2.4. WIND GRIT�RION I10 Mi'H, �XP G, Kzt=1.0
<br /> 2S. SEISMIG GRITERION 5D5=1.0, 51T� GLA55 'D', GATEGORY 'D'
<br /> 2.b. SOIL BEARING I,�00 P5F
<br /> 3. GONGR�IE:
<br /> �� -
<br /> 2 �R 3�F� . 3.2. RE NI�ORGI�NG B R Y ELD 6000 PSI
<br /> 0 4. MA50NRY:
<br /> j� 2�F� 4.1. SxlbxB UNITS ASTM G-90, GRaDE N
<br /> 4/F1 ACCESS PER NOTE #8 4/F1 �4.2. �oD r uu�rs w�co�s v�RTiG�t.. � No Mo� r�+Au 3 t�ic-�, P�R PLAN
<br /> 1 P R E CAST PA D D ETA I L �- 5.i. �L� ��Miu� r�r��� o� TH� �ou�A-riox sY5-r�M �+A►_.L e�
<br /> F1 Scale:l/2=1'-0° Si'�-5TD OR BETTER, UNLE55 NOTED OTFiERW15E.
<br /> 52. WOOD SH�ATHING SHALL B�P.T. �" NOMINAL aPA RAT�D 32/Ib
<br /> 4 I/2"N BOLTS THRU BOTTOM PLATE �J � J L J 5TRUGTURAL WOOD SHEATHING.
<br /> 8�-O�� 8�-O�� $'-O�� 8'-O" 5.3. A�L L W O O D I N G O N T A G T O R W I T H I N 8-I N G H E S W t T N S O I L S H A L L B E
<br /> � � r � (2 PLAGES � EA. PAD, I/FI) PRESERYATIVE TREAT�D.
<br /> I � � 4x 4 P 0 5T ,4T PADS _ 5.4. G O N N�G T O R S U S�D I N i'R E S E R V A T I V E T R E A T E D W O O D M EM B E R S S H A L L
<br /> BE STAINLE55 ST��L OR HOT-Dli'P�D GALYANIZED TO TH�
<br /> a � � S�F�-� PA�S �/F� 6ALYANIZING WE161-fT AS SP�GI�I�D IN IN ASTM A 153.
<br /> �' � E I6"x I6" REIN�ORGED
<br /> L � J L. J GONGRET� PAD TYP., I/�I S�F�-3 PADS 5S. PROVIDE IS MIN. GLEAR/�NGF �ROM 501L TO UND�R51DE O� ANY
<br /> ��
<br /> BOTTOM PLATE UNTREATED WOOD MEMSER.
<br /> 6. SPEGIALTY ITEMS:
<br /> GORNER PAD VI�W B-B O � � � � (- � 6.1. M�TAL PIERS TO BE GAPABL� OF SUPPORTIN6 6,000#
<br /> 2X4 i'T TOP � BOTTOM PLA�T� oo �— � � - 6.2. SOIL ANGHORS SHALL BE "MINUT�MAN" IH GON�ORMANGE WITH Tf�fE TYPE �
<br /> GONG PAD, I/�I N � � � � � SPEGI�IED BY THE MANUFAGTURER FOR THE 51TE SPEGI�IG SOILS AND
<br /> 4X4 PT P05T AT PADS SHALL GON�ORM TO 7M� �OLLOWING:
<br /> 2x4 H.�. PT 5TUD5 � I6" O.G. 6.2.1. D�51GN WORKING 5TRE55 LOAD OF 3,IS0# W/ AN ULTIMATE
<br /> STREN6TH LOAD O� 4,725#
<br /> W/ SH�AR WA�LL PER NOTES o 6.2.2. INSTALL 6ROUND PORTION O� THE ANGHOR PRIOR TO S�TTING THE
<br /> 6" WIDE GALY. �", MAX. M�SH � 2�F� 6/F1 2/F1 �uiLDiN�.
<br /> i �ROM SKIRTING TO RUNN�R W/ 6.2.3. GONNEGT ANGHOR TI�S TO 8111LDING ONLY A�TER BUILDING 15 FULLY
<br /> GALV. STAPLES T�B
<br /> BLOGKED AND LE1/ELED.
<br /> ATTAGH 2X4 PT PLATE W/ 6.2.4. ANGHORS TO 8E ONE O� THE FOLLOWING:
<br /> - z BOLTS PROYID�D IN PAD, I/�I 6.2.4.1. 'AZT�G' DRIV�N ANGHOR W/ INTEGRAL STASILIZ�R i'LATE OR
<br /> `� � � L J � J �J 'MMA-3�' W/'MMA5D2'STABILIZER PLATE INSTA�LL YERTIGALLY.
<br /> B B IN ST A L L (2) AT EAGH L O GAT I O N P ER P LAN. �OR INSTA L LATION IN
<br /> 501L OR GRAVEL.
<br /> 2X4 P.T. RUNNER W/ 62.4.2. '4430' AUGAR-ANGHOR 5ET VERTIGAL W/"MMASD2' STABILIZ�R �
<br /> 120d STAK� EA. �ND _ VENTING PER NOTE #7 I'LATE INSTALL VERTIGALLY OR 'MMA-ql' W/INTEGRAL STABILIZER
<br /> 2 E XT E R I O R W A L L D ETA(L � 2�I 6.3. IN57ALL A�LL SPEGIALTY ITEMS i'ER THE MANU�AGTURER'S
<br /> F1 Scale: l/2=1'-0" REGOMMENDATIONS.
<br /> 7. VENTIN6�
<br /> �1.1. INSTALL A GLA55 I VAPOR RETAfZD�R OVER THE GRAWLSi'AG� AREA
<br /> TO EXTERIOR OF BIJILDING.
<br /> � r � GMU BLOGK ' � 7.2. i'ROVIDE GRAWL SPAGE YENTILATION PER 18G GODE AND LOGAL
<br /> �� � 7/I6" SKIRTING R�QUIREMENTS AT I NET 5� O� VENTILATION PER 1500 � 0� �LOOR
<br /> AREA.
<br /> � �r � 1 F O U N D AT I O N P LA N S. AGGE55:
<br /> L...I L J 8.1. PROVIDE AGG�55 TO THE UNDER �LOOR AREA PER TNE IBG GODE.
<br /> 8.2. PROYIDE 18" MIN. GLEARANG� UND�R �ROM 501L TO UND�R5IDE O� ALL
<br /> v��w a-A �Lo�5-r�� �1 Scale: 1/4" = 1'-0" .
<br /> BUILDING STRUGTUR�. '
<br /> q. SITE GONDITIONS:
<br /> q.l. �OUNDATION SUBGRADE TO BE 4-INGHES O� ROAD-MIX 6RAVEL OV�R
<br /> WOOD SHIM A5 NEG�55ARY �
<br /> 8xi6 GMU BLOGK5 UNDISTURB�D Nf�TIVE SOILS OR STRUGIURAL. �ILL, PAYEM�NT W/
<br /> C�RAVEL BASE, OR 4" GONGRETF,. �
<br /> PREGAST I6" SQUARE x 4° q.2. STRUGTURAL FILL TO 8E GOMPAGTED TO q5;� O� TH� STANDARD � �
<br /> D�EP REIN�ORGED GONGR�TE i'ROG70R DENSITY i'ER ASTM D-698.
<br /> =
<br /> a A PAD q.3. SLOPE FINISHED GRAD� AWAY �ROM THE BUILDING FOUNDATION AT A • ��
<br /> MIN. GRADF OF 2�. �
<br /> L
<br /> 4" ATTAGH BOTTOM PLATE TO PAD
<br /> CC�
<br /> W/ I/2"N �f'OXY BOLT MtN. I°
<br /> EMBEDMENT �
<br /> �
<br /> 3 OPTIONAL CORNER DETAIL � �
<br /> F1 scale:l/2=�.'-o° �
<br /> N
<br /> SOIL ANGHOR P�R NOTES, —
<br /> SHE�T �-1. �
<br /> GR055-DRIV� W/ SHOVEL ' O
<br /> PLATE SHOWN. �
<br /> PLAN
<br /> �
<br /> STRAP PER ANGHOR MANU�. �,ONAL E . W. BJ�j� p pRO�. �j g �� .
<br /> ; 5S r �'G �.- F w�°°°°��"'i �`�`��` �s Z Q �
<br /> o,�����1� ,�� l ��o �i �o�� �5 ���I N£�� s�o - o � ��
<br /> 9 � > = ��
<br /> SOIL ANGHOR PER NOTE � 3 9� d ' �� a� 12327 PE . � � N N � ���
<br /> a
<br /> SH��7 fi-I � O � I , � �� . w � W � � �
<br /> �,y �,� �0 1837��`�� s OREGON �, z � � �
<br /> �
<br /> '��c�'�Nt� OF Ig1�C1� �s+"S'�lVA1�'��� O�'9FpT 2 3,�g G�� ,,�Z,,, � m � � ���
<br /> W. B N W. BR' �n W � � �
<br /> RENEWS:09/30/2018 U G � ��
<br /> 4 A N C H O R D ETA I L �P�REs: oE��,e� 3, ze,� � Z g ��
<br /> W O
<br /> m g ��FZ Scale:l/2=1'-0" BLOGKING
<br /> � BLOGKfNG
<br /> 4x8 H.�. #2 MIDSPAN 4x8 N.�. #2 MIDSPAN �
<br /> SUPPORT BEAM SUPi'ORT B�AM �" NOMINAL SH�ATHING W/8d � 4"/12" � � z
<br /> JAGKS7AND JAGKSTAND W/WATERPROO�IN6 TO 6" ABOVE O z Z =
<br /> 6i2ADE. �LASH OVER EXt'05ED O � ,�
<br /> V 2"� x 4 I/2" L O N C� B O L T S W/ -�- I b" 5 Q. x I° P O L Y . P R E G P�S T I 6" S Q. x 4° W A T E R P R O O�I N G O R U 5 E W S T A B L E -- "' w "
<br /> t.7 � , O
<br /> I I/2" � WA5HER5 � 32" O.G. = z PAD, ALT: 2x12x24" i� � R�IN P, G ON G. PAD, W A T�R P R O O�I N G P R O D U G T. z c i i V Q o � a
<br /> AND 6"�ROM ��hGN END I/2"�D x 4 I/2" L.ONG BOLTS N �� LONG PT HF#2 WOOD — � � a = p z
<br /> FLOOR J015T TO�-NAILED TO p T 2X4 W/(2)I OD AT EA GH J 015T J J o- � LL
<br /> �L O O R S T R U G T U R� W/ I V 2" � W A S H�R S � 3 2° P AD - � PT 2X4A48" O.G.W/U24 EAGH END m � = o �
<br /> 4x6 PT HF#2 POST �� - B�AM # � V p O z N
<br /> TO�-N,41L�D TO BEAM � PADS O.G. AND 6"�ROM �A�GH END 2X8 BLOGKING
<br /> PT WOOD SHIM A5 NEGE55ARY M M 4X PJ H.F. 2 MIDSPAN BEAM PT 2X4 RUNN�R NAILED TO PLATE w a � � F- �;
<br /> L L 2x8 PT BLOGKING o 0
<br /> •� Sx lb GMU BLOGKS 4Xb H,�. #2 MIDSPAN PT 2x4x12" LONC� POST m W/ IbD � 6" O.G. J J � -> > Z �
<br /> ' SUPPORT B�AM 4x8 PT H.�#2 MIDSPAN BEA�RINC BLOGK, NAIL�D TO � } � " J � � �
<br /> � , PT 2x4 TOP d BOTTOM PLATE ` I/�I P�R PLAN f-- 0 �- Q
<br /> O 4x6 f'T P05T � M/L PaDS 7YP PT WOOD SHIM A5 NEG�55ARY ,,, o �
<br /> 4X4 tiF#2 P05T SUPPORT BEAM W/SHIMS - N �
<br /> m �� � Sx I6 GMU BLOGKS TO�-NAIL�D TO 8xlb GMU BLOGK B�AM d PT P05T. � Q � O � z
<br /> _ �._� �_...,
<br /> PR�GAST I6 SQUARE x 4 DEEP 2x12x24" LONG PT H�#2 WOOD p � � Q
<br /> � Pi�GAST I6" SQ. x4° � BEAM $ PADS „ „ PT 4x4 H�#2 P05T TOE-NAILED Q � ,.
<br /> �-- PAD,5/�I, i'ER �I PAD W/ 2XI2XI2 PT OV�R; 2xi2x24" LON6 P.T. H�#2 PREGAST I6 5Q. x4 TO BLOGK OR GMU BLOGK U N i-�- �'' a �
<br /> G�NTERED ON 4x6 POST A�ND REIN�. GONG. PAD, - z REIN�. GONG. PAD �� � = W N '
<br /> � �� _ ALT: 2x12x24" LONG - z WOOD PAD W/ 2x4 OVER � �� „ � . 2x12x24 LONG PT H�#2 WOOD NOTES: X a c,� a �
<br /> - NAILED TO 2x12 N - ALT: 2x12x24 LONG �- o �
<br /> 6 I/4' ATTAGH BOTTOM PLAT� TO PAD PT HF#2 WOOD PAD �� GENT�RED ON 4x4 P05T _ _ PAD W/ 2X4 OV�R GENTERED ON 1. USE THIS DETAIL WHERE REQUIRED TO MEET GRADE. op � � Q
<br /> ��W/BOLT PROVIDED IN PA�D �
<br /> � - AND NAIL�D TO 2xf2 �LL" 1� ��#2 WOOD PAD PT 4x4 POST AND NAILED TO PT 2, MAX. SUBGRADE TO GRADE HEIGHT IS 36". N N o �
<br /> 2x12 OR Ibxibx4 GONG. PAD
<br /> M/L E XT.CO L.S U P P O RT REVISION DATE:03/29/2017
<br /> 5 6 M/L SUPPORT, STANDARD 6A M/L SUPPORT, 4PTIONAL 7 MID-SPAN SUPP(JRT, STANDARD �A MID-SPAN SUPPORT, OPTIONAL g MID-SPAN BEAM SPLICE 9 BACKFILLED WALL DETAIL
<br /> F1 Scale:s/2=1'-0° F1 scale:l/2=1'-0° F1 scale:l/2=1'-0° F1 scale:s/2-1-o F1 scale:l/2=1'-0" F1 scale: l/2"=1'-0" F1 scale: s/2=1'-0" �1
<br /> SHEET: 1 OF 1
<br /> PMS-MIKE ALDOUS
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