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<br /> STRUGTUR�L NOT�S: GLA55ROOM �
<br /> I/2"�x 5" LONG W/ 3" EMBEDMFNT I. GENERAL: �
<br /> INTO PREGAST PAD lYP 2 PLAGES I.I. MODULAR BIJILDIN6 MAY VARY BY MANU�AGTURER. VERIFY DIMEN510N5 �
<br /> �F� �' ftND OTH�R MODULE GHARAGTERI5TIG5 PRIOR TO BE61N O�
<br /> � � _ �� 32�-0�� FOUNDATION INSTALLATION. MINOR YARIATIONS O� DIMEN510N DO NOT
<br /> - �t GHANGE THE FOUNDATION DE516N AND INSTf�LLATION REQUIREMENTS. .
<br /> - ----- (2) #3 BARS EAGH DIREGTION
<br /> �� 5'-4" 5'-4" 5'-4" 5'-4" 5'-4" 5'-4" 2. DE51GN INFORMATION d LOADING:
<br /> 8„ BOTTOM BARS TO BE I GLEAR
<br /> � BOTTOM 2.1. BUILDIHG GODE IBG, 2015 - RISK GATECORY II
<br /> �� BARS TO BE ASTM A-65, C�RADE 60 2.2. ROO� LIYE LOAD 25 PS�, SNOW
<br /> I6 2.3. �LOOR LIVE LOAD 40 P5� OR I p00# GONG. t.
<br /> 2.4. WIND GRITEIZION I10 MPH, EXP G, Kzt=1.0
<br /> 2.5. 5E15MIG GRITERIOH 5DS=1.0, 51TE GLASS 'D', GATEGORY 'D' -4
<br /> 2.6. 501L BEARIN6 1,500 PSF ' "
<br /> 3. GONGRET�:
<br /> � 3.1. DE516N GOMP.STREN6TH 2,500 PSI �
<br /> ���- _ 2 OR 3/F1 3.2. REIN�ORGING BAR YIELD 60 K51
<br /> "'Ir- O 4. MA50NRY:
<br /> ^ 2/F1 4.1. 8xlbx8 UNITS ASTM G-q0, GRADE N
<br /> 4/F1 4.2. 5ET UNITS W/GORES VERTIGAL 8 NO MOf� THAN 3 HI6H, PER PLAN
<br /> PRECAST PAD DETAIL � 4/F1 ACCESS PER NOTE �8 �. w000: .
<br /> 1 5.1. ALL �RAMIN6 MEMBERS O� THE �OUNDATION SYSTEM SHALL BF
<br /> F1 Scale;l/2=1'-0" ' ' SPF-5TD OR BETTER, UNLESS NOTED OTHERWISE.
<br /> � r .. , ,.:,...;-: . , ��.,.� �., . ��,�., ,F.w ; .., ,�. . .._ , ,. ,... ,, , , . ,�, . �,. , __ _ r. • 5.2. WOOD SHEATHIN6 SHALL BE P.T. ��� NOMINAL APA RATED 32/16
<br /> �` ,°�r��
<br /> � STRUGIURAL WOOD SHEATHING.
<br /> 4 I/2"4� BOLTS THRU BOTTOM PLATE `
<br /> 8�-O�� 8�-O�� 8�-O�� $'-O�� 5.3. ALL WOOD IN GONTAGT OR WITHIN 8-INGHES WITH 501L SHALL BE ,
<br /> � - � �- � (2 PLAGES � EA. PAD, I/�U PRESERVATIV� TREATED. ,� ;
<br /> I � I 4x4 P05T AT PADS _ 5.4. GONNEGTORS USED IN PRESERYATIVE TREATED WOOD MEMBERS SHALL
<br /> p B� STAINLE55 STEEL OR HOT-DIPPED GALVANIZED TO THE
<br /> � � `t , �16"x Ib" REINFORGED ^ 5/F1-3 PADS ��F� GALVANIZIN6 WEI6HT A5 SPEGIFIED IN IN ASTM A 153. '
<br /> L � J L J GONGRETE PAD TYP., I/FI 5/F1-3 PADS s.5. t�ovi�� �a" MIN. GLEARANGE FROM SOIL TO UNDER5IDE O� ANY �
<br /> UNTREATED WOOD NIEMBER. '
<br /> BOTTOM PLATE 6. SPEGIALTY ITEMS:
<br /> GORNER PAD VIEW B-B o 6.1. METAL PIERS TO BE GAPABLE OF SUPPORTIN6 6,000#
<br /> 2X4 PT TOP � BOTTOM PLATE oo �� ��� � � 6.2. SOIL ANGI-fORS SNALL BE "MINUTEMAN" IN GONFORMANGE WITH THE TYPE
<br /> N � � � �- SPEGI�IED BY THE MANU�AGTURER �OR THE 51TE SPEGIFIG 501L5 AND
<br /> GONG PAD, I/FI
<br /> SHALL GONFORM TO THE FOLLOWIN6:
<br /> 4X4 PT P05T AT PADS 6.2.1. DE516N WORKIN6 5TRE55 LOAD OF 3,150# W/AN ULTIMATE
<br /> 2x4 H.�. PT 5TUD5 � Ib" O.G. STl�EN6TH LOAD OF 4,125#
<br /> W/ SHEAR WALL PER NOTES p 6.2.2. INSTALL 6ROUND PORTION O� THE ANGHOR PRIOR TO SETTING THE "�
<br /> 6° WIDE CALV. ���, MAX. MESH ^ 2/F1 6�F� 2�F� Bui��iN�. ,,r .
<br /> FROM SKIRTING TO RUNNER W/ 6.2.3. GONNEGT ANGHOR TIES TO Bl11LDIN6 ONLY AFTER BIJILDING 15 FULLY • ,
<br /> GALV. STAPL�S T�B BLOGKED AND LEVELED.
<br /> ATTAGH 2X4 PT PLATE W/ 6.2.4. ANGHORS TO BE ONE O� THE �OLLOWIN6: �
<br /> _ z BOLTS PROVIDED IN PAD, I/FI 6.2.4.1. 'AZTEG' DRIVEN ANGHOR W/ INTEGRAL STA�ILIZER PLAT� OR .
<br /> a� - ,,�b,y,r,,,,���,.,,, a , � �,��.,� �..a . �,� ���,,�. ��„„� ,�, � ,:� , , . 9.._,_,_..__ . ,��:, .. ., ,,� • �MMA-35' W/'MMA5D2'STABILIZER PLAT� INSTALL VFRTIGALLY.
<br /> � "�,„��� � .
<br /> �� � I N S T A L L (2) A T E A G H L O G A T I O N P�R P L A N. F O R I N 5 T A 1.L A T I O N I N
<br /> � 501L OR 6RAVEL.
<br /> 2X4 P.T. RUNNER W/ 6.2.4.2. '4430' AU6AR-ANGHOR 5ET �IERTIGAL W/"MMASD2' STABILIZER
<br /> 120d STAKE EA. END VENTING PER NOTE �7 PLATE INSTALL VERTIGALLY OR 'MMA-ql' W/INTEGRAL STABILIZER
<br /> GAP.
<br /> 2 E XT E R I O R W A L L D ETA I L O 2/F I 6.3. I NSTALL ALL SPEG IALTY I TEMS PER THE MANU�AGTURER'S
<br /> F1 Scale:1/2=1'-0" REGOMMENDATIONS.
<br /> 7. YENTINC�: FLL'
<br /> l.l. INSTALL A GLASS I YAPOR RETARDER OVER THE GRAWLSPAGE AREA
<br /> TO EXT�RIOR OF Bl11LDING. �� ,
<br /> GMU BLOGK ` � 1.2. PROVIDE GRAWL SPAGE �/ENTILATION PER IBG GODE AND LOGA1.
<br /> ' � � REQUIREMENTS AT I NET 5� O� VENTILATION PER 1500 5F O� �LOOR •
<br /> �- -' �f/16" SKIRTING
<br /> AREA.
<br /> � �� � 1 FOUNDATION PLAN 8. AGGE55: ,
<br /> (_��- --� 8.1. PfzOVIDE AGGE55 TO THE UNDER �LOOR AREA PER THE 18G GODE.
<br /> 8.2. PROVIDE IS" MIN. GLEARANGE UND�R FROM SOIL TO UNDERSIDE O� ALL
<br /> VIEW A-A �LooR S�rWJGTURE � 1 Scale: 1/4�� = 1�-0�� BIJILDING STRUGTURE. '
<br /> q. 51TE GONDITIONS: �
<br /> WOOD SHIM A5 NEGESSARY q.l. �OUNDATION SUBGRADE TO BE 4-INGHES OF ROAD-MIX GRAVEL OVER �
<br /> 8x16 GMU BLOGKS UNDISTURBED NATIVE 501L5 OR STRUGTURAL �ILL, PAVEMENT W/
<br /> �
<br /> GRAVEL BASE, OR 4" GONGRETE,. �
<br /> PREGAST I6" SQUARE x 4" q.2. STRUGTURAL FILL TO B� GOMPAGTED TO Q5� O� THE STANDARD � � ._
<br /> DEEP REINFORGED GONGRET� PROGTOR DEN511Y PER ASTM D-bq8. — :
<br /> A A PAD q.3. SLOPE FINISH�D GRADE AWAY FROM THE BUILDING �OUNDATION AT A • �� -, ,
<br /> � MIN. 6RADE OF 2�. �
<br /> L '
<br /> 4" ATTAGH BOTTOM PLATE TO PAD '
<br /> VJ/ I/2"� EPDXY BOLT MIN. I" � "
<br /> EMBEDMENT �
<br /> � O
<br /> 3 OPTIONAL CORNER DETAIL � � .
<br /> F 1 scale: l/2=1'-0" �
<br /> 4)
<br /> 501L ANGHOR PER NOTES, � �:
<br /> SHEET F-I. ;
<br /> GR055-DRIVE W/ SHOVEL c� '{
<br /> PLATE SHOWN. � G �
<br /> PLAN � .
<br /> 3 �
<br /> �,�_� � �
<br /> ��
<br /> STRAP PER ANGHOR MANUF. ���.����' �'�� .����.��� ��ED P R OF�S Z � •
<br /> �, g ��
<br /> / � pF �ir' � � s "
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<br /> c��' ��' ��' ��,�r , � �°���., F,'� E.p °ti C7 � N �
<br /> � ., '�; � 12327 PE � Z � a ���
<br /> 501 L ANGHOR PER NOTE � � f ,, , ,, �,o � '�• w U �, � ���
<br /> m
<br /> w
<br /> SHEET F-I `n� �Q n°�� 1�37� ,�`���?� s OREGON �, z � Z � ��� �.
<br /> d �?'� ��� � �pa����°�`� O Fto ���' � � � s Z � ;
<br /> ��� �F��,��C3 �C`�,�,QNP�L��� �-9� r z 3, `�C� W � m � Q �� "� .
<br /> • _ .....__.._.._ W. F3� �, W � � �
<br /> ._ .... ......__ --- •
<br /> O R D ETAI L � ����ws;,o�1�o/zo1s—;� �-� � ; " �
<br /> 4 A N C H EXWI ES: DECEMBER 31, 2Q17 m W o ��
<br /> F1 Scale:l/2=1'-0" a ��
<br /> BLOGKIN6 BLOGKIN6
<br /> 4x8 H.F. #2 MIDSPAN
<br /> ; 4x8 H.F. #2 MIDSPAN SUPPORT BEAM �" NOMINAL SHEATHIN6 W/8d � 4"/12" � 0 �
<br /> SUPf'ORT BEAM JAGKSTAND W/ WATERPROOFING TO 6" ABOVE O z 3
<br /> .lAGKSTAND GRADE. FLASH OV�R EXP05ED p � Z o
<br /> I/2"�G x 4 I/2" LONG BOLTS W/ -'�-- I6" SQ. x I" POLY • � PR�GAST I6" SQ. x4" WATERPROOFING OR U5E UV STABLE z N L j � w � a
<br /> " I I/2" � 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 c� - R E I N�. G O N G. P A D, W A T E R P R O O F I N G P R O D U G T. - c n Q o g "
<br /> AND 6"�ROM EAGH END I/2"� x 4 I/2" LONC BOLTS N �' LONG PT HF#2 WOOD - � � g = � z �
<br /> �L O O R S T R U G T U R E W/ I I/2" �D W A 5 H E R 5 � 3 2" - P p�p � B�O�OR JOIST, TOE-NAILED TO PT 2X4 W/(2)IOD AT EAGH J015T =� U a- Z � LL ,4 �
<br /> 4x6 PT H�#2 P05T „ � � PT 2X4�48" O.G.W/U24 EAGH END � � � z "' �
<br /> �_ �,
<br /> TOE-NAILED TO BEAM � PADS O.G. AND 6 �ROM EAGH END 2X8 BLOGKING °� °C O O �
<br /> PT WOOD SHIM A5 NEGE55ARY M M 4x 8 H.�. #2 MIDSPAN BEAM PT 2X4 RUNNER NAILED TO PLATE w Q � u. F- � .
<br /> L L 2x8 PT BLOGKING
<br /> Sx Ib GMU BLOGKS 4X8 H.F. #2 MIDSPAN �� m �� J J � � Q Z �
<br /> SUPPORT BEAM 4x8 PT H.F#2 MIDSPAN PT 2x4x12 LONC� P05T W/ I6D � 6 O.G. > .-,
<br /> PT 2x4 TOP 4 BOTTOM PLATE `' � PT WOOD SHIM A5 NEGE55ARY � BEARING BLOGK, NAILED TO � I/FI PER PLAN � 0 LL Q w o o "
<br /> & ; � ' ' j 4 X 4 H F#2 P O S T S U P P O R T B E A M W/5 H I M 5 B�AM � PT P05T. N , N
<br /> O 4 x 6 P T P O S T � M/L P A D S T Y P 8x 1 6 G M U B L O G K � , p O �
<br /> 8x I6 GMU BLOGKS TOE-NAILED TO = a � O ac z
<br /> m P R E G A S T I 6" S Q U A R E x 4" D E E P 2x 1 2x 2 4" L O N C� P T H�#2 W O O D „ „ 0 o C
<br /> � PAD, 5/FI, PER �I PAD W/ 2XI2X12 PT OVER; P R E G A S T I 6 5 Q. x 4 � 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 g �
<br /> PREGAST I6 5Q. x4 U - w a
<br /> 2x12x24" LONG P.T. H�#2 TO BLOGK OR GMU BLOGK N IL o
<br /> R E I N�. G O N G. P A D - z R E I N�. G O N G. P A D Y m cn = �
<br /> � GENTERED ON 4x6 P05T AND �� ' = z WOOD PAD W/ 2x4 OYER � - � . 2x12x24" LONC� PT H�#2 WOOD NOTES: c� � _
<br /> — NAILED TO 2x12 ALT: 2x12x24 LONG �� ALT: 2x12x24" LONC � � � Q
<br /> 6 I/4' A T T A G H B O T T O M P L A T E T O P A D �mm-�"��"m�� �""��� � T --- P T H�#2 W O O D P A D � �� GENTERED ON 4x4 PoST � PAD W/ 2X4 OVER GENTERED ON 1. USE THIS DETAIL WHERE REQUIRED TO MEET GRADE.
<br /> W/ BOLT PROVIDED IN PAD � AND NAILED TO 2x12 �� P T H�#2 W O O D P A D PT 4x4 P05T AND NAIL�D TO PT �� N N o �
<br /> 2. MAX. SUBGRADE TO GRADE HEIGHT IS 36 .
<br /> 2x12 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 /> � .
<br /> F1 scale:l/2=1'-0'° ,_ „ ,_ „ �_ �� �_ �� F1 scale:l/2"=1'-0" F1 Scale: l/2=1'-0" � 1
<br /> F1 Scale:l/2=1 o F1 Scale:l/2=1 o F1 Scale:l/2=1 o F1 Scale: l/2=1 0 � '
<br /> SHEET: 1 OF 1
<br /> PMS-MIKE ALDOUS '
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