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<br /> �-_._. - --_ -- v.
<br /> STfi�UGTI�i�/�L NOT�S: GLI�55ROOM ` .
<br /> I/2"�x 5" LONG W/3" EMBEDMENT
<br /> INTO PREGAST PAD TYP 2 PLAGES �� ���� � ' '
<br /> 1.1. MODULAR Bt11LDING MAY VARY BY MANU�AGTIJR�R. VERI�Y DIN1�N510N5
<br /> AND OTH� MODULE GHARAGT�RI5TIG5 i'RIOR TO BE61N OF
<br /> � � � 32�-0�� �OUNDATION INSTALLATION. MINOR Vf�RIATIONS OF DIMEN510N DO NOT
<br /> '� . GHANGE THE FOUNDATION DE51C�N AND INSTA�LLATION REQUIREMENTS. `
<br /> (2) #3 SARS EAGH DiREGTION
<br /> „ BOTTOM BARS TO BE I" GLEAR 5'-4�� 5'-4�� 5'-4�� 5�-4�� 5'-4'� 5'-4�� 2. DE51GN IN�ORMATION � LOADING:
<br /> 8 � �n.�M 2.1. BUILDINC� G4D� IBG, 2015 - RISK GATEGORY II
<br /> 2.2. ROO� LIVE LOAD 25 PS�, SNOW
<br /> I6" BARS TO B� ASTM A-b5, G1�ADE 60 2.3. �LOOR LIV� LOAD 40 P5� OR I p00# GONG. .
<br /> 2.4. WIND GRITERION I10 MPH, �XI' G, Kzt=1.0
<br /> 2S. 5EI5MIG GRI7ERION 5D5=1.0, SITE GLA55 'D', GATEGORY 'D'
<br /> 2.6. 501 L BEARIN6 1,50a P5F
<br /> 3. GONGR�TE: .
<br /> F}'
<br /> 3.1. DE516N GOMi'.STR�N6TH 2,500 P51
<br /> �� _ 2 OR 3/F1 3.2. R�INFORGIN6 BAR YI�LD 60 K51 y
<br /> 0 4. MA50NRY:
<br /> �, 2�F1 4.1. 8xlbx8 UNITS ASTM G-40,GRADE N
<br /> 4�F1 4.2. SET UN►T5 W/GORES V�RTIGAL � NO MOR� THAN 3 HIGH, PER PLAN
<br /> 1 PRECAST PAD DETAIL 4/F� ACCEss PER NOTE �s 5. w000: -
<br /> � 5.1. ALL FRAMING Nl�MBERS OF THE FOUNDATiON 5Y5TEM SHALL B�
<br /> F1 Scale:l/2=1'-0" • �-- • 5Pfi-STD OR BETTER, UNLE55 NOTED OTHERWISE.
<br /> , ' � . 5.2. WOOD SHEATHIN6 SFIALL BE P.T. �" NOMINAL APA RAT�D 32/I6
<br /> q.,, �-J �- -� �-- J STRUGTURAL WOOD SH�ATHING.
<br /> I/2"� BOLTS THRU BOTTOM PLATE � „ � �� , „ , „ 5.3. ALL WOOD IN GONTAGT OR WITHIN 8-INGHES WITH 501L SHALL B� �
<br /> (2 PLAGES � �A. PAD, I/�I) $ -O 8 -O 8 -O 8 -O PRES�RVATIV� TREATED.
<br /> � � r � 4x4 P05T AT PADS 5.4. GONNEGTORS USED IN PRESERVATIVE TR�AT�D WOOD MEMBERS SHALL
<br /> BE STAINl..E55 STEEL OR HOT-DIPPED GALVANIZED TO TH�
<br /> � -^�' S jF1-3 PADS � F� 6ALVANIZIN6 WEIC�HT A5 SP�GI�I�D IN IN ASTM A 153. `�
<br /> '� � . �Ib"x I6" REIN�ORGED
<br /> L � J L .J GONGRETE PAD TYP., I/�I / 5/F1-3 PADS 5S. i'ROYID� 18" MIN. GLEARANGE FROM SOIL TO UNDER5IDE OF ANY _ '
<br /> BOTTOM PLATE UNTREATED WOOD MEMB�R. ° ,
<br /> 6. SPEGIALTY ITEMS:
<br /> GORNER PAD VI�W B-B p 6.1. METAL 1'IERS TO BE GAPABLE O� SUPPORTIN6 bp00#
<br /> 2X4 PT TOP � BOTTOM PLATE oo - —��— — ��� — � �— — 6.2. 501L ANGHORS SHALL BE "MINUTEMAN" IN GON�ORMANGE WITH TH� TYPE -
<br /> GONG i'AD, I/�I N � � � � J SPE�I�IED 8Y THE MANUFAGTURER FOR THE S�TE SPEGI�IG 501L5 AND •
<br /> SHALL GON�ORM TO TH� �OLLOWING:
<br /> 4X4 PT I'OST aT PADS 6.2.1. DE51GN WORKIN6 5TRE55 LOAD O� 3,150# W/AN ULTIMATE
<br /> 2x4 H.�. PT STtJDS � 16 O.G.
<br /> W/ SH�AR WALL PER NOT�S STRENGTH LOAD OF 4,725#
<br /> O 6.2.2. INSTALL GROUND PORTION OF TFIE A�NGHOR PRIOR TO SETfING TFIE
<br /> 6" WIDE GALV. �", MAX. M�SH ' 2�F� 6/F1 2�F� BUILDING.
<br /> ' �ROM SKIRTING TO RUNNER W/ � 6.2.3. GONNEGT ANGHOR TI�S TO BUILDING ONLY AFTER BUILDIN6 15 FULLY
<br /> GALV. STAPL�S T�B BLOGKED AND L�YELED.
<br /> �tTTAGH 2X4 PT PLATE W/ 6.2.4. ANGHORS TO BE ONE O� THE �OLLOWING: �'
<br /> z BOL75 PROYIDED IN PAD, I/�I 6.2.4.f, 'AZT�G' DRIVEN ANGHOR W/ INTECRA�L STABILIZER �'LATE OR ;.
<br /> � � � �_� L_J L-� 'MMA-35' W/'MMa5D2'STABILIZER PLATE INSTALL VERTIGALLY. . ,
<br /> B B IN5TAI..L (2) AT EAGH LOGATION PER PLAN. �OR INSTALLATION IN
<br /> 501L OR 6RA1/�L.
<br /> 2X4 P.T. RUNN�R W/ 6.2.4.2. '4430' AU6AR-ANGHOR 5ET VERTIGAL W/"MMASD2' STABILIZER .
<br /> 120d STAK� EA. END _ VENTING PER NOTE #7 i'LATE INSTALL VERTIGALLY OR 'MMA-al' W1INTEGRAL STABILIZER -
<br /> 2 EXTERIOR WALL DETAIL � 2�I 6.3. INSTALLAALL SPEGIALTY ITEMS PER THE MANUFAGTURER'S
<br /> F1 Scale: 1/2=1'-0" R�GOMMENDATlONS.
<br /> 7. VENTING: �
<br /> 7.1. INSTALL A GLA55 I VAPOR RETARDER OVER THE GRftWLSPAG� AREA
<br /> TO EXTERIOR OF BUILDING.
<br /> , r � GMU BLOGK ' � 7.2. PROYIDE GRA�WL SPAGE VENTILATION P�R IBG GOD� AND LOGAL ;
<br /> � � -� 7/I6" SKIRTIN6 R�Ql11REM�NTS AT I NET 5� O� VENTILATION i'�R I500 5� D� �LOOR F:�
<br /> Af�A. � ,
<br /> � �r � F O U N D AT I 0 N P LA N e. A���55: -.�
<br /> L� L J 1 8.1. PROVIDE AGGE55 TO THE UNDER FLOOR AREA PER T}-IE I$G GODE. �
<br /> "�' 8.2. PROVIDE IS" MIN. GL�A(ZANG� UND�R FROM 501L TO UNDER5ID� O� ALL
<br /> VIEW A-A �LOOR STRUGTURE �1 Scale: 1/4�� = 1`-0�� BUILDING STRUGTUR�. ,
<br /> q. 51T� GONDITIONS:
<br /> WOOD SHIM A5 NEGE55ARY q.l. �OUNDATION SUSGRADE TO B� 4-fNGHES OF ROAD-MIX GRAVEL 01/ER �
<br /> 8xi6 GMU BLOGKS UNDISTURBED NATIYE 501LS OR STRUGTURAI.. �ILL, PAVEMENT W/ �
<br /> 6RAVEL BASE, OR 4" GONGRETE,. �
<br /> PREGAST I6 SQUARE x 4 � �
<br /> �� u q.2. STRUGTURAL �ILL TO BE GOMf'AGTED TO Q5� O� THE STANDARD :�
<br /> DEEP REINFORG�D GONGRET� i'ROGTOR DEN5ITY i'�R ASTM D-6q8. —
<br /> A A pAp q.3. SLOPE �INISH�D GRAD� AWAY FROM TH� SUILDING �OUNDATION AT A • ��
<br /> MIN. GRAD� OF 2�. �
<br /> � �.
<br /> 4" ATTAGH BOTTOM PLATE TO PAD
<br /> C6
<br /> W/ i/2"� Et'OXY BOLT MIN. I° � • ,
<br /> �MBEDMENT
<br /> �
<br /> 3 OPTIONAL CORNER DETAIL � .
<br /> �
<br /> F1 scale:l/2=1'-0° �
<br /> 4�
<br /> 501L ANGHOR P�R NOTES, = ,
<br /> SH��T F-I.
<br /> GR055-DRIV� W/ SHOVEL �
<br /> � O
<br /> PLATE SHOWN. �
<br /> PLAN �
<br /> ��
<br /> STRAP PER ANGHOR MANU�. Z �' .
<br /> $�
<br /> �� pNAL �,c �.` �;o�R,�'y+� R 9 P R 0 F V g �
<br /> �, �1, � ,l r ,-- oF �s�v°°��S ��'�� �G I N�� ss� Z � �
<br /> �C �, .� �, N F o � o -- ��
<br /> � �
<br /> � � �-�" F � °ti°� � 12327 PE y� z � � ���
<br /> 501L ANGHOR P�R NOTE � � f , $ ' • W C� � � ��
<br /> SHE�T �-I `n�,9, �o ��0�9�378 `�`��g �, OREGON � z � Z � ���
<br /> �� �',�' OI�`Z��` �� '�°°�d-O��AI.���` Q FAT, 1°�� Ul � a '�" ��'�
<br /> ��' i�. Bg�'� �`�'��tVAI..� Fq,� z 3, R\G� ,z m � � ���
<br /> W. B �,
<br /> RENEW5:09/30J2018 EXPIRES: DECEI�BER 31, 2017 � Z � �� • �.
<br /> 4 ANCHOR DETAIL � w m �� ,
<br /> F�. Scale:1/2=1'-0" m a ��
<br /> BLOGKING BLOGKING
<br /> 4x8 H.�. #2 MIDSPAN 4x8 H.F. #2 MIDSPAN �
<br /> SUPPORT S�AM SUPPORT BEAM �" NOMINAL SHEATHING W/Sd � 4"/12" � z Z .
<br /> JAGKSTAND W/ WATERPROO�ING TO 6° ABOVE O - �
<br /> JAGKSTAND G R A D E. �L A S H O Y E R �X 1'0 5 E D O �j z �
<br /> I/2"� x 4 I/2" LONG BOLTS W/ -'�-- 16° SQ. x I" POLY � PR�GAST Ib" SQ. x4° WATERPROOFIN6 OR U5� W STABLE z � �j � w Q a
<br /> I I/2" c V W A S H E R S � 3 2" O.G. - z P A D, A L T: 2 x 1 2 x 2 4 i� - R E I N�. G O N G. P A D W f�T E R P R O O�I N 6 i'R O D U G T. - c n a 0 � •
<br /> A�ND b"�ROM �AGH END I/2"d� x 4 I/2" LONG BOLTS N �� LONG PT HF#2 WOOD - � � � a = � z �
<br /> �L O O R S T R U G T U R E W/ I I/2" � L J A S H E R S � 3 2° - p,e,p �LOOR J015T, TO�-NAILED T� -�
<br /> 4x6 PT H�#2 POST PT 2X4 W/(2)IOD AT EA�GH J015T _ � a z � �
<br /> TOE-NA�IL�D TO B�AM � PADS 2X8 BLOGKING # O O - N
<br /> O.G. AND 6 FROM EAGH �ND + m � O
<br /> B�'4M PT 2X4�48" O.G.W/U24 EAGH END � U � � � N
<br /> �� �
<br /> PT WOOD SHIM AS N�G�55ARY M L M L 2x8 PT BLOGKING 4x S H.�. 2 MIDSPAN BEAM PT 2X4 RUNAI�R NAILED TO PLATE w <C � � �-- ,�
<br /> 8x I6 GMU BLOGKS 4X8 H.�. #2 MIDSPAN �� m �� J J � J Q ° � .
<br /> PT 2x4x12 LONG P05T W/ IbD � 6 O.G. > �+ �.
<br /> i i SUPPORT BEAM 4x8 PT H.�#2 MIDSPAN BEARING BLOGK, NAIL�D 70 � I/�I �R PLAN E- 0 u- Q J o �
<br /> O 4xb PT P05T �M/L � TYP ; 'i P T W O O D S H I M A S N�G E 5 5 A R Y � � w . ,
<br /> 4X4 H�#2 P05T SUPPORT B�AM W/5HIM5 N � �
<br /> Sx Ib GMU BLOGKS TO�-NA�IL�D TO Sxib GMU BLOGK B�AM � PT P05T. _ � Q � O oc z
<br /> � P R E G A S T I b" S Q U A R E x 4" D E EP 2x12x24" LONC PT H�#2 WOOD �� �� B E A M & P A D S P T 4 x 4 H�#2 P 0 5 T T O E-N A I L E D � � � Q Q ,� '
<br /> O P R�G A S T I 6 5 Q. x 4 � �� �� ,
<br /> F- PAD, 5/FI,PER FI PAD W/ 2XI2XI2 PT OVER; �� P R E G A S T I 6 5 Q. x 4 U ' w � �
<br /> R E I N F. G O N G. P A D 2x12x24 LONG P.T. HF#2 T O B L O G K O R G M U B L O G K N �.�- �
<br /> G�NTERED ON 4x6 P05T AND ' N z R E I N�. G O N G. P,�D, �� � M c/� = W N
<br /> '� �� ALT: 2xi2x24° LONG N z WOOD P�D W/ 2x4 011�R - �� ALT: 2x12x24" LON6 � 2x12x24 LONG PT H�#2 WOOD NOTES: x a �' a �
<br /> - NAILED TO 2x12 PT H�#2 WOOD PAD � G E N T E R�D O N 4 x 4 P 0 5 T _ _ P A D Y J/ 2 X 4 O Y E R G E N T E R�D O N 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. o p � � Q
<br /> 6 I/4' ATTAGH BOTfOM PLATE TD PAD . -
<br /> W/B O L T i'R O V I D E D I N P A D AND NAIL�D TO 2x12 � PT H�#2 WOOD PAD PT 4x4 P05T AND NAILED TD PT �� N N o �
<br /> 2. MAX. SUBGRADE TO GRADE HEIGHT IS 36 .
<br /> � 2xi2 OR Ibxlbx4 GONG. PAD
<br /> 5 M/L EXT.COL.SUPPORT 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 REVISIONDATE:03/29/2017 ,
<br /> F1 Scale:l/2�1'-0" F1 Scale:s/2=1'-0" F1 Scale:l/2=1'-0" F1 Scale:l/2=1'-0° F1 scale: l/2=1'-0" F1 Scale:l/2" =1'-0" F1 Scale: l/2=1'-0° �1
<br /> SHEET: 1 OF 1 `�
<br /> PMS-MIKE ALDOUS
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