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STi�UGTUi��L NOT�S: GL�55i�00M .
<br /> I/2"�x 5° LON6 W/ 3" EMB�DMENT
<br /> INTO PiZEGAST i'AD TYP 2 PLAGES �' ���'`
<br /> LI. MODULAR BUILDING MAY YARY BY MANUFAGTURER. VERI�Y DIMEN510NS
<br /> � <1- � � 32�-0�� FNOUNDATIONM�S�TALLATION�. MNOR VARIATIONS O� D�MEN510N DO NOT
<br /> _ ,�.
<br /> � (2) #3 BARS EAGH DIREGTION GHANC� THE FOUNDATION D�51GN AND fNSTALLATION REQUIREMENTS.
<br /> 8"
<br /> BOTTOM BARS TO BE I" GL�AR 5�-4�� 5�-4�� 5'-4�� 5'-4�� 5'-4�� 5'-4�� 2, DE51GN IN�ORMATION d LOADING:
<br /> BOTTOM 2.L Bl11LDIN6 GODE IBG, 2015 - RISK GATEC�ORY II
<br /> 2.2. ROO� LIVF LOAD 25 PS�, SNOW
<br /> I6° BARS TO BE ASTM A-65,6RAD� 60 2.3. �LOOR LIVE LOAD 40 P5� OR I p00# GONG.
<br /> 2.4. WIND GR{TERION I10 MPN,EXP G, Kzt=1.0
<br /> 2S. 5�15MIG GRITERION 5D5=1.0, 51TE GLA55 'D', GATEGORY 'D'
<br /> 2.6. SOIL BEARING 1,500 i'SF
<br /> 3. GONGRETE:
<br /> � � 3.1. D�516N GOMP.STREN6TH 2,�00 PSI
<br /> �d- _ 2 �R 3lF� • 3.2. REIN�ORGING BAR YIELD b0 K51 '
<br /> � 4. MA90NRY:
<br /> � 2�F1 4.1. SxibxB UNITS ASTM G-q0, GRADE N
<br /> 4/F1 ACCESS PER NOTE #8 4/F1 ��.2. � S�ET UNITS W/GORES VERTIGAL � NO MORE THAN 3 HI6H, P�R �'LAN
<br /> 1 PRECAST PAD DETAIL �—
<br /> 5.1. ALL �RAMIN6 M�MBERS OF TH� �OUNDATION 5Y5TEM SHALL BE
<br /> ' ' SP�-5TD 4R BETTER, UNLE55 NOTED OTHERWISE.
<br /> F1 scale:l/2=1'-0° —I
<br /> . � , _ _ . 52. WOOD SHEATHING SHALL BE P.T. �" NOMINAL Ai'A RAT�D 32/I6
<br /> 4 I/2"� BOLTS THRU BOTTOM PLATE �'� L J � J � J STRUGTURAL WOOD SHEATHING.
<br /> (2 PLAGES � EA. PAD, I/FI} $�-0° 8�-0�� 8�-O�� 8'-0`� 5.3. A L L W O O D I N G O N T A G T O R W I T H I N 8-I N G H E S W I T H 5 0 1 L S H A L L B E
<br /> � � r � 4x4 P05T AT PADS PRESERVATIVE TREATED.
<br /> I <t I - 5.4. GONNEGTORS USED IN PRESERVATIVE TR�ATED WOOD MEMBERS SHALL
<br /> o BE STAINL�55 STEEL OR HOT-DIPP�D GALVANIZ�D TO TH�
<br /> d' `�" > �I6"x fb" REIN�ORG�D ^ `J�� —3 PADS �/F� 6ALYANIZING WEIGFfT A5 SPEGI�I�D IN IN ASTM A 153.
<br /> L � J L .J GONGRETE PAD TYP., ��� 5/F1-3 PADS 5.5. PROVIDE IS" MIN. GLEARANG� FROM 501L 70 UNDER5IDE OF ANY '
<br /> BOTTOM PLAT�
<br /> UNTR�AT�D WOOD M�MBER.
<br /> b. SP�GIALTY ITEMS:
<br /> GORN�R PAD �/IEW B-B p � -� � -1 �- � 6.1. META�L. PIERS TO BE GAPA$L� O� SUPPORTING bp00#
<br /> 2X4 PT TOP d BOTfOM PLATE op -' � - - - 6.2. 501L ANGHORS SHALL BE "MINUTEMAN" IN GON�ORMANGE WITH THE TYPE
<br /> GONG PAD, I/�I N � � � � � 5i'EGI�IED BY TFfE MANUFAGTURER FOR THE 51TE SPEGI�IG 501L5 AND
<br /> 4X4 PT P05T AT PADS SHALL GON�ORM TO THE �OLLOWING:
<br /> 2x4 H.�. PT 5TUD5 � I6" O.G. 6.2.1. DE51GN WORKING STRE55 LOAD OF 3,150# W/ftN ULTIMATE
<br /> WI SH�A�R WALL PER NOTES STRENC�TH LDA�D O� 4,72�#
<br /> 6" WIDE GALV. �", MA�X. M�SH � 6�F� b.2.2. INSTALL GRDUND PORTION OF THE ANGHOR �'RIOR TO SETTIN6 THE
<br /> �ROM SKIRTING TO RUNN�R W/ i� 2/F1 2�F� BUILDING.
<br /> GALV. STAPLES T8B 6.2.3. GONNEGT ANGHOR TIES TO Bl11LDING ONLY A�TER BUILDING 15 FULLY
<br /> BLOGKFD AND LEVELED.
<br /> ATTAGH 2X4 i'T PLATE W/ 6.2.4. ANGHORS TO BE ONE OF TH� FOLLOWIN6:
<br /> � z SOLTS PROYIDED IN PAD, i/�I 6.2.4.1. 'AZTEU DRIVEN ANGHOR W/ INTECRAL STABILIZ�R PLATE OR .
<br /> - � ` ` ' 'MMA-35' W/'MMA5D2'STABILIZER PLATE INSTALL VERTIGALLY.
<br /> $� B � J �-- J �- -� INSTALL f2) AT �AGH LOGATION PER PLAN. �OR INSTALLATION IN
<br /> 501L OR GRAYEL.
<br /> 2X4 P.T. RUNNER YJ/ 6.2.4.2. '4430' AUGAR-ANGHOR 5ET YERTIGAL W/"MMA5D2' STABILIZER
<br /> 120d STAK� �A. END _ VENTING PER NOTE #7 PLATE INSTALL VERTIGALLY OR 'MMA-ql' W/INTECi2AL STABILIZER
<br /> EXTERIOR WALL DETAIL �? GAP.
<br /> 2 2�� 6.3. INSTALL ALL SPEGIALTY ITEMS PER THE MANU�AGTURER'S
<br /> F1 Scale:l/2=1'-0"
<br /> ^ R�GOMMENDATIONS.
<br /> � � �7. VENTIN6:
<br /> �.I. INSTALL A GLA55 I VAPOR RETARDER OVER THE GRAWLSPAGE Ai:�A
<br /> ' . � � GMU BLOGK � •J TO �XTERIOR OF BUILDIN6.
<br /> 1.2. PROYIDE GRAWL SPAGE VENTILATION PER IBG GODF AND LOGAL
<br /> � � �/I6" SKIRTING R�QUIR�MENTS AT I N�T 5� O� YENTILATION i'ER 1500 5F O� �LOOR
<br /> � � �r � .
<br /> ( L � AR�A,
<br /> 1 F O U N D AT I � N P LA N 8. AGGESS:
<br /> -�- 8.1. PROVIDE AGG�55 TO THE UNDER �LOOR AREA PER THE IBG GODE.
<br /> VIEW A-A 8.2. i'ROYIDE IS" MIN. GL�ARANG� UNDER �ROM 501L TO UNDER5ID� O� ALL
<br /> _ FLOOR STRUGTUR� � 1 Scale: 1/4" = 1'-0"
<br /> BUILDING STRUGTURE.
<br /> q. 51TE GONDITIONS: /
<br /> ; WOOD SHIM A5 NEGESSARY q.i. �OUNDRTION SUHGRADE TO BE 4-INGHES O� ROAD-MIX GRAYEL OVER �
<br /> UNDISTURB�D NATIV� SOILS OR STRUGIURAL �ILL PAY�M�NT W/
<br /> � CRAVEL BASE, OR 4" GONGRETE,.
<br /> 8x16 GMU BLOGKS � �
<br /> Pl�GAST I6" SQUARE x 4" q.2. STRUGTURAL �ILL TO BE GOMPAGTED TO q5A5 O� TH� STANDARD � �
<br /> DEEP RE�NFORGED GONGRETE PROGTOR DEN5ITY PER ASTM D-698. .—
<br /> A A i'AD q.3. SLOt'� �INISHED GRAD� AWAY �ROM THE BUILDIN6 FOUNDATION AT A • ��
<br /> ' MIN. 6RADE OF 2:K. �
<br /> ;
<br /> L
<br /> 4° ATTAGH BOTfOM i'LI-tTE TO PAD .
<br /> (�
<br /> Yd/ V2"N EI'OXY BOLT MIN. i°
<br /> EMB�DMENT
<br /> �
<br /> �
<br /> 3 OPTIONAL CORNER DETAIL �
<br /> F1 scale:1/2=i'-o°
<br /> �
<br /> �
<br /> �
<br /> 501L ANGHOR PER NOTES,
<br /> SHE�T �-I. S�
<br /> GR055-DRIV� W/ SHOVEL Q
<br /> PLATE SHOWN. a � �
<br /> PLAN � �
<br /> STRAP PER ANGHOR MANU�. ZpNAL .�' •� �� ��/ Ep PRpF U g ��
<br /> ,��5�G;� �,��',l' � ,oF��'hiA��� `����G 1 N�F�s io � � � �
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<br /> � � �f' y c7 � � ��
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<br /> � �' !4Q' ,� �2� � 12327 PE f � Z � v ���
<br /> 501L f�NGHOR PER NOTE 3 � t ; , � � ° ' w U � � ��
<br /> v� _ �
<br /> SH��T �-I vl o `"� 3 ua � e
<br /> �,� �,� �0000 19378Q��8 �, OREGON �, z � Z � ��
<br /> - �� �'�' OI��� Ci� �'Sr°°�'?�'pAL�,,,°'°��,, O FAT �0�' �� �7 „ � a o �
<br /> �. ��' W. Bg�'� S'URIAI.� Fq,v 2 3, R\�, W m � � ���
<br /> W. B �, W � ���
<br /> 4 ANCHOR DETAIL RENEWS:o9�3o�Zo1$ c� � � �
<br /> EXPiRES: DECE►ABER 31, 2017 V, Z �
<br /> LL W t� ��
<br /> °° ` ��
<br /> F1 Scale:l/2=1'-0" BLOGKING o
<br /> BLOGKING
<br /> 4x8 N.�. #2 MIDSPAN 4x8 H.�. #2 MIDSPAN
<br /> SUPPORT BEAM ���T ��M �" NOMINAL SH�ATHING W/8d � 4"II2" � �
<br /> JAGKSTAND JAGKSTAND W/WATERPROOFING TO 6" A80VE O Z z =
<br /> ' I/2"4� x 4 I/2" LONG BOLTS W/ �_ �� �� -�-- „ „ \� GRAD�. �LASH OVER EXi'05ED � O � � �,
<br /> I6 5Q. x I POLY � z PREGf�ST Ib SQ. x4 WATERi'ROO�ING OR U5E W STABLE z N �j - w � a
<br /> I I/2" Q� WA5HER5 � 32" O.G. z PAD ALT: 2xi2x24 cv - REIN�. GONG. PAD WATERPROOPIN6 PRODUGT. v'� ~ � N
<br /> AND 6"�ROM �A�GH �ND I/2"� x 4 I/2" LON G B O L T S N �� L O N C� P T H�#2 W O O D - � � � = Q �
<br /> �L p p R S-�R�G-N R E „ „ _ _ �L O O R J 0 1 5 T, T O E-N A�I L E D T O P T 2 X 4 W!(2)I O D A T �t G H J 0 1 5 T � � o- � z �,
<br /> 4 x 6 P T H�#2 P O S T W/ I I/2 � W A S H�R S � 3 2 � P A D B�A M ' U z ' "
<br /> PT WOOD SHIM AS NEGE55ARY M TOE-NAIL�D TO BEAM � PADS M O.G. AND 6"FROM EAGH END 2X8 BLOGKING
<br /> PT 2X4�48" O.G.W I U24 EAGH END m oC O O � `�
<br /> L � '�e PT 2X4 RUNN�R NAILED TO i'LATE w Q � � Q o 0
<br /> 8x Ib GMU BLOGKS 4X8 H.�. #2 MIDSPAN 2x8 PT BLOGKING 4x 8 H.�. #2 MIDSPAN BEAM �� N
<br /> PT 2x4x12" LONG P05T m > W/ IbD � b" O.G. -' � -� > z ,�
<br /> PT 2x4 TOP +E BOTTOM PLATE � ' SUPPORT B�AM 4x8 PT H.�#2 MIDSPAN BEARING BLOGK, NAIL�D TO � � = J w o 0
<br /> PT WOOD SHIM A5 NEGE55ARY I/�I PER PLAN � � � Q
<br /> O 4x6 PT POS'T � M/L PADS TYP xI # Sx Ib GMU BLOGKS TOE-NAILED TO BFAM 8 PT P05T. _ Q
<br /> 4X4 H�#2 P05T SUPPORT BEAM W/5HIM5 v�
<br /> 8x16 GMU HLOGK �p Q O ?� , N
<br /> p i'REGAST I6 SQUARE x 4 DFEP 2 2x24 LONG PT H� 2 WOOD ` � � � °C Q
<br /> PREGf�ST I6" SQ. x4" BEAM � PADS PT 4x4 H�#2 P05T TOE-NAILED Q
<br /> PAD, 5/�I,i'ER �I PAD YJ/ 2XI2XI2 PT OVER; �_ �� PREGAST I6" 5Q. x4° U - � w -' �
<br /> REINF. GONG. PAD, 2x12x24 LONG P.T. H�#2 _ z TO BLOGK OR GMU BLOGK y� N t.L = n- o
<br /> d- G�NTERED ON 4x6 P05T /iND „ - z WOOD PAD W/ 2x4 OVER N - REIN�. GONG. PAD, 2x12x24" LONG PT f-I�#2 WOOD NOTES: M N �'
<br /> - �- - NAIL�D TO 2x12 ALT: 2x12x24 LONG N _ �� ALT: 2x12x24" LONG x �- N o �
<br /> PT H�#2 WOOD PP�D - �" GENTER�D ON 4x4 P05T ____. _. PAD W/ 2X4 OYER GENTERED ON 1. USE THIS DETAIL WHERE REn UIRED TO MEET GRADE. ap �, Q
<br /> 6 1I4' ATTAGH �TTOM PLATE TO PAD . PT H�#2 WOOD PAD *� �
<br /> W/�OLT 1'ROVIDFD IN PAD �- AND NAILED TO 2x12 �` PT 4x4 POST AND NAILED TO PT 2. MAX. SUBGRADE TO GRADE' , IGHT IS 36". �'`� N o �
<br /> 2x12 OR 16x1bx4 GONG. PAD
<br /> 5 M/L EXT.COL.SUPPORT M/L SUPPORT, STANDARD { REVISIONDATE:03/29/2017
<br /> , 6 6A M/L SUPPORT, OPTIONAL � MID-SPAN SUPPORT, STANDARD �A MID-SPAN SUPPORT, OPTIONAL s MID-SPAN BEAM SPLICE 9 BACKFILLED WA`L� DETAIL
<br /> F1 scale:l/z=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/z"=1'-0° F1 scaie: l/2=1'-0" � 1
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<br /> PMS-MIKE ALDOUS �
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