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<br /> STRUGTUR�L NOT�S: GL�55ROOM �
<br /> I/2"�x 5" LON6 W/ 3" EMBEDMENT I. GEN�RAL:
<br /> INTO PREGftST PAD TYP 2 PLAGES I.I. MODULAR BUILDIN6 MAY VARY BY MANU�AGTURER. VERI�Y DIMEN510N5
<br /> �f�" �4ND OTNER MODUL� GHARAGTERI5TIG5 PRIOR TO BE61N OF
<br /> � � � � 32�-01° FOUNDATION INSTALLATION. MINOR VARIATIONS OF DIMEN510N DO NOT
<br /> — �t- � , GHANGE THE �OUNDATION DE51GN AND INSTALLATION REQUIREMENTS.
<br /> - ---�-� (2) #3 BARS EAGH DIREGTION
<br /> � �o�oM BA�zs To B� �" GLEAR 5'-4" 5'-4" 5'-4" 5'-4" 5'-4" 5'-4�� 2. DE51GN INFORMATION d LOADIN6:
<br /> 2.1. BIJILDIN6 GODE IBG, 201� - RISK GATE60RY II
<br /> 8
<br /> � BOTTOM
<br /> 2.2. ROO� LIVE LOAD 25 PS�, SNOW �.
<br /> I6" �ARS TO B� ASTM A-65, CRADE 60 2.3. FLOOR LIVE LOAD 40 P5� OR I,000# GONG.
<br /> 2.4. WIND GRIT�RION I10 MPH, EXP G, Kzt=1.0 r
<br /> 2.5. 5E15MIG GRITERIOK 5D5=1.0, SITE GLA55 'D', GATE60RY 'D'
<br /> 2.6. SOIL BEARING 1,500 PSF
<br /> 3. GONGRETE:
<br /> 3.1. DE51GN GOMP.51REN6TH 2,500 P51
<br /> ��-- _ 2 OR 3/F1 3.2. REIN�ORGING BAR YIELD b0 K51
<br /> �I�- 0 4. MASONRY:
<br /> � 2�F� 4.1. 8xlbx8 UNITS ASTM G-a0, GRADE N
<br /> 4/F1 4.2. 5�T UNITS W/GORES VERTIGAL 8 NO MORE THAN 3 HIGH, PER PLAN
<br /> PRECAST PAD DETAIL � 4/F1 ACCESS PER NOTE #8 �. w000:
<br /> 1 5.1. ALL �RAMING MEMBERS O� THE FOUNDATION SYSTEM SHALL BE •
<br /> F1 Scale:l/2=1'-0° • ' SP�-STD OR BETTER, UNLESS NOT�D OTHERWISE.
<br /> � „ , . ,,. _. �,,,,-� ,.ti y ,,������� �;; �:; .,,,,,,. �; ,�...� �2 ��� NOMINAL APA RATED 32/I6
<br /> ,�. . , . . .,,o,�_ �
<br /> ��;���������.�� � _
<br /> � WOOD SFfEATHINC� SHALL BE P.T. �:
<br /> 4�� STRUGTURAL WOOD SHEATHIN6. "
<br /> I/2"� BOLTS THRU BOTTOM PLATE , „ , „ , „ , „ 5.3. ALL WOOD IN GONTAGT OR WITHIN 8-INGHES WITH 501L SHALL BE � . �t
<br /> (2 PLAGES � EA. PAD, I/FU 8 -O 8 -O 8 -O 8 -O �'RESERVATIYE TREATED. `
<br /> � � � � 4x4 P05T AT PADS 5.4. GONNEGTORS USED IN PRESERVATIVE TR�ATED WOOD MEM8ER5 SHALL
<br /> I �t I p BE STAINLE55 STEEL OR HOT-DIPPED 6ALVANIZED TO THE
<br /> `r � , �Ib"x Ib" REINFORGED ^ 5/F1-3 PADS ��F� GALVANIZIN6 WEICHT A5 SPEGI�IED IN IN ASTM A 153.
<br /> � � J � � GONGRETE PAD TYP., I/�I 5/F1-3 PADS 5.5. PROYIDE 18" MIN. GLEARANGE �ROM 501L TO UND�R5IDE OF ANY
<br /> UNTREATED WOOD MEMBER.
<br /> 80TfOM PLATE 6. SPEGIALTY ITEMS:
<br /> GORN�R PAD VIEW B-B p 6.1. METAL PIERS TO BE GAPABLE OF SIJPPORTING 6,000#
<br /> 2X4 PT TOP � BOTTOM PLATE oo ��� ��� � � 6.2. 501L ANGHORS 5HA1.L BE "MINUTEMAN" IN GON�ORMANGE WITH THE IYPE
<br /> N L- � � �— SPEGIFIED BY THE MANU�AGIURER �OR THE 51TE SPEGI�IG 501L5 AND .
<br /> GONG PAD, I/�I
<br /> SHALL GONFORM TO THE FOLLOWIN6:
<br /> 4X4 PT P05T AT PADS 6.2.1. DE516N WORKING 5TRE55 LOAD OF 3,150# W/AN ULTIMATE
<br /> 2x4 H.�. PT STUDS � I6 O.G. STREN6TH LOAD OF 4,725# �
<br /> W/ SHEAR WALL P�R NOTES � 6.2.2. INSTALL C�ROUND PORTION OF THE ANGHOR PRIOR TO SETTIN6 THE
<br /> 6�� WIDE CALV. ���, MAX. MESH � 2�F1 6/F1 2/F1 Bu��.��N�. _
<br /> FROM SKIRTING TO RUNNER W/ 6.2:3. GONN�GT ANGHOR TIES TO Bl11LDING ONLY AFTER BUILDING 15 FULLY
<br /> � C�ALV. STAPLES T�B BLOGKED AND LEVELED. ,
<br /> ATTAGH 2X4 PT PLATE W/ 6.2.4. ANGHORS TO BE ONE OF THE FOLLOWING:
<br /> - z BOLTS f'ROYIDED IN PAD, I/FI 6.2.4.1. 'AZTEG' DRIVEN ANGHOR W/ INTEGRAL STABILIZER PLATE OR
<br /> � � , -:,r,A ...,,�. .., ,�,;.:�,� ,.; � ,..,,� >; .� .: ..... ,,... .:.,..v, , . _..: ... ,,. . �MMA-35' W/'MMA5D2'STABILIZER PLATE INSTALL VERTIGALLY.
<br /> B� B INSTALL (2) AT EAGH LOGATION PER PLAN. FOR INSTALLATION IN
<br /> -------- 501L OR CRAVEL.
<br /> 2X4 P.T. RUNNER W/ 6.2.4.2. '4430' AU6AR-ANGHOR SET V�RTIGAL W/"MMASD2' STABILIZER
<br /> 120d STAKE EA. END VENTING PER NOTE #� PLATE INSTALL VERTIGALLY OR 'MMA-al' W/INTEGRAI.. STABILIZER ,
<br /> EXTERIOR WALL DETAIL � GAP.
<br /> 2 ^ 6.3. INSTALL ALL SPEGIALTI' ITEMS PER THE MANU�AGTURER'S
<br /> :;�.;
<br /> F1 scale:l/2=1'-0" 2�� REGOMMENDATIONS.
<br /> 7. VENTING:
<br /> 7.1. INSTALL A GLA55 I VAPOR RETARD�R OVFR TNE GRf�WLSPAGE AREA =
<br /> TO EXTERIOR OF Bl11LDING.
<br /> GMU BLOGK ° � 7.2. PROVIDE GRAWL SPAGE VENTILATION PER IBG GODE AND LOGAL
<br /> ' � �' REQUIREMENTS AT I NET 5� OF VENTILATION PER 1500 5� O� �LOOR
<br /> AREA.
<br /> � �- -� l/I6" SKIRTINC� �
<br /> � l� � 8. AGGE55:
<br /> �-�-�_�= 1, F O U N D AT I O N P LA N 8.1. PROVIDE AGGE55 TO THE UNDER �LOOR AREA PER THE IBG GODE.
<br /> 8.2. i'ROVIDE IS" MIN. GLEARANGE UNDER �ROM 501L TO UNDER5IDE O� ALL �
<br /> VI�W A-A FLooR 5TR�IGTURE �1 Scale: 1/4�� = 1�-0�� BIJILDIN6 STRUGTURE. '
<br /> 1
<br /> G. SITE GONDITIONS: �
<br /> WOOD SHIM A5 NEGESSARY 9.1. fOUNDATION SIJBGRADE TO BE 4-INGHES OF ROAD-MIX GRAVEL OV�R N '
<br /> 8xib GMU BLOGKS UNDISTURBED NATIVE 501LS OR STRUGTURAL FILL, PAVEMENT W/
<br /> �
<br /> GRAVEL BASE, OR 4" GONGfZETE,. �
<br /> PREGAST Ib" SQUARE x 4" 9.2. STRUGTURAL FILL TO BE GOMPAGT�D TO �iSSK O� THE STANDARD � �
<br /> DEEP REINFORGED GONGRETE PROGTOR DEN511Y PER ASTM D-698. — .
<br /> A A PA� Q.3. SLOPE �INISHED CRADE AWf�Y FROM THE BtJILDING FOUNDATION AT A - ��
<br /> . MIN. GRADE OF 2SK. �
<br /> L '
<br /> 4" ATfAGH BOTTOM PLATE TO PAD
<br /> Ca �
<br /> W/ I/2"� EPDXY BOLT MIN. I" �
<br /> EMBEDMENT 9 �
<br /> 3 OPTIONAL CORNER DETAIL ; �
<br /> �
<br /> F1 scale:1/2=1'-0" � �x `
<br /> � v� ,
<br /> 501 L ANGHOR PER NOT�S, ; �
<br /> SH�ET �-I. � ,
<br /> GR055-DRI�/E W/ SHOVEL
<br /> 1 �
<br /> PLATE SHOWN. � � � .
<br /> PLAN � -
<br /> �
<br /> 3
<br /> ......................... ...,.........., -.� .
<br /> i�
<br /> STRAP PER ANGHOR MANU�. ����pNAL �'��l o�wu ::o f,� ����D P R p�,�ss Z � .
<br /> s �
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<br /> ��, �,G C '��, �' . � r�� �`' ��.G I hf�'��, ia — o � ��
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<br /> � �' �� °�°; � �z��� �e � z � ' ���€
<br /> 50I L ANGHOR PER NOTE � `� •��t � �� ,L,, � �q; � .��� w _ �7 � �� .
<br /> N N n �
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<br /> SHEET �-I ��`,>° w � � �_
<br /> � � ��.� �� � ,�noc.� 7 �ti�o� �,�OREGON ��, z � g � � $ ,
<br /> �> Z4 pat���> ♦ C) � � � C7 d W ���
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<br /> ____� �'`�N ���g,��c� �'�t�NAL � �,q� T 2�, � e�� W � m � � �
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<br /> W. �Iw�' W. �3�' �, W � ���
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<br /> A N C H O R D ETA I L [_:ft����s:n�1������8--] c� � ~ �
<br /> ------.__.._..___--. .. EXPIRE5: DECEM6ER 31. 2017 � Z g � -
<br /> 4 - m W m ��
<br /> F1 Scale:l/2=1'-0° � ��
<br /> BLOGKING BLOGKING
<br /> 4x8 H.F. #2 MIDSPAN 4x8 H.�. #2 MIDSPAN p
<br /> SUPPORT BEAM �IJPPORT BEAM � NOMINAL SHEATHING W/8d � 4/12 � .
<br /> JAGKSTAND JAGKSTAND W/ WATERPROO�INC� TO 6" ABOVE O z Z °
<br /> � � s 6RADE. FLASH OYER �XP05ED O � ::�,
<br /> I/2 � x 4 I/2 LON6 BOLTS W/ --�— I6 5Q. x I POLY PREGAST Ib 5Q. x4 WATERPROOFING OR USE UV STABLE � � ' � ,�; � ¢
<br /> I I/2" � WA5HER5 � 32" O.G. =^1 z PAD, ALT: 2x12x24° cv zT REIN�. GONG. PAD, WATE R P ROOFING PRODUGT. z vNi UT Q � � . � `'
<br /> II II II "� — — ^-' � i `�� �� �
<br /> AND 6 �ROM EAGH END I/2 � x 4 I/2 LONG BOLTS — �' LON6 PT HF#2 WOOD F L O O R J O I S T, T O E-N A I L E D T O P T 2 X 4 W/(2)I O D A T �A G H .1 0 1 5 T � � a � z '
<br /> FLOOR STRUGTURE 4x6 PT H�#2 P05T W/ I I/2" 4� WASHERS � 32" � PAD BEAM „ � U � z Z N
<br /> PT 2X4�48 O.G.W/U24 EAGH END � �
<br /> TOE-NAILED TO BEAM � PADS O.G. AND 6"�ROM EAGH END 2X8 BLOGKING m � O O � �
<br /> � L 2x8 PT BLOGKING 4x 8 H.F. #2 MIDSPAN BEAM
<br /> PT WOOD SHIM A5 NEGE55ARY M M PT 2X4 RUNNER NAILED TO PLAT� w Q � LL. F- � �
<br /> 8x I6 GMU BLOGKS 4X8 H.�. #2 MIDSPAN �� m „ J J � � a Z o •
<br /> PT 2x4x12 LONC� P05T W/ I6D � 6 O.G. } > .�
<br /> _ PT 2x4 TOP � BOTTOM PLATE ,; � , � PT WOOD SHIM A5 NEGE55ARY SIJPPORT BEAM 4x8 PT H.F#2 MIDSPAN BEARIN6 BLOGK, NAILED TO � � ' J W o 0
<br /> O 4 x 6 P T P 0 5 T � M/l.. P A D S T Y P 4X4 HF#2 P05T SUPPORT B�AM W/5HIM5 � !/FI PER PLAN N O O �
<br /> 8 x I 6 G M U B L O G K S T O�-N A I L E D T O 8 x 1 6 G M U B L O G K B�AM � PT POST. _ �� Q � O � Z N
<br /> m P R�G A S T I b" S Q U A R E x 4" D E E P 2x12x24" LONG 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,4 1 L�D � � Q g �
<br /> O P R E G A S T I b 5 Q. x 4 2x12x24" LONC� P.T. H�#2 PREGAST I6 5Q. x4 TO BLOGK OR GMU BLOGK U cV u W a o
<br /> ►- PAD, 5/FI, PER FI PAD W/ 2XI2XI2 PT OV�R; {��N�. GONG. PAD, - z �G = N
<br /> � GENT�RED ON 4x6 POST AND = z WOOD PAD W/ 2x4 OVER N —. REIN�. GONG. AD, . 2x12x24" LONC PT H�#2 WOOD NOTES: M N N � _ -
<br /> N A I L�D T O 2 x 1 2 ALT: 2x12x24" LON� �y — � ALT: 2x12x24'PLONG x � o �
<br /> — � �-�-�-��--------------PT H�#2 WOOD PAD — �" GENTEKED ON 4x4 P05T _�,,_ -�-�=. _�. PAD W/ 2X4 OVFR G�NT�RED ON 1. USE THIS DETAIL WHERE REQUIRED TO MEET GRADE. op � �, Q
<br /> 6 (/4' ATTAGH BOTTOM PLATE TO PAD _....._....._�,..�..........� __.._���._ _�� �_..___�.
<br /> W/ BOLT PROVIDED IN PAD - AND NAILED TO 2x12 "�� PT HF#2 WOOD PAD PT 4x4 P05T I�ND TiP�ILED TO PT ° �`1 N o �
<br /> 2. MAX. SUBGRADE TO GRADE HEIGHT IS 36 .
<br /> � 2x12 OR 16x1bx4 GONG. PAD
<br /> 5 M/L EXT.COL.SUPPORT M L SUPPORT STANDARD M/L SUPPORT, OPTIONAL � MID-SPAN SUPPORT, STANDARD �A MID-SPAN SUPPORT, OPTIONAL $ MID-SPAN BEAM SPLICE 9 BACKFILLED WALL DETAIL REVISIONDATE:03/29/2017 . ���
<br /> F1 scale:l/2=1'-0" 1 S�e:1 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
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<br /> PMS-MIKE ALDOUS
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