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STRUGTUR�L NOTES: GL�55fi�00M �
<br /> I. 6ENERAL: �°�'�� � '��� �
<br /> �� �� �� I.I. MODULAR BUILDING MAY VARY BY MANU�AGIURER. VERI�Y DIMEN510N5 AND � �
<br /> V2 �x 5 LONC� W/3 ENBEDM�NT � �- ' ��� "f�- �
<br /> INTO PREGAST PAD TYP 2 PLAGES OTHER MODULE GHARAGTERI5TIG5 PRIOR TO BEC�IN O� �OUNDA�TION � � �� � � t� �
<br /> � INSTALLATION. MINOR VARIATIONS O� DIMENSION DO NOT GHAN6E THE �� _ �� ,�_, � � �
<br /> � �t � 32 -0 :� ,� ° c� �' �
<br /> � �� �OUNDATION DE51GN AND INSTALLATION REQUIREMENTS. � t=' �' � �~`° ``'
<br /> � � (2) #3 BARS EAGH DIREGTION 2. DE516N INFORMATION � LOADING: `�y,, % � 5�,��
<br /> 2.1. BUILDINC� GODE IBG 2015 - RISK GATEGORY II �,s� �' '�
<br /> � � �� � �� � �� � �� � �� � �� � �
<br /> 8�� �orroM �arzs To �� �" GLEAR 5 -4 5 -4 5 -4 5 -4 5 -4 5 -4 2.2. ROO� LIVE LOAD 25 ��, st�ow �
<br /> �
<br /> � BOTTOM 2.3. �LOOR LIV� LOAD 40 P5� OR I,000# GONG. I;,�.'i
<br /> 16�� BARS TO BE ASTM A-65, 6RADE 60 2.4. WIND GRITERION I10 MPH, �'°� �~y �Y� ��` ,
<br /> EXP G, Kzt=1.0 ,�, � ���`�,t� `� '
<br /> 2.5. 5EI5MIG GRITERION 5D5=I.O, 51TE GLASS 'D', GATEGORY 'D' °` � �`�\'� `��'
<br /> „ �� �`�.� ��_I:
<br /> 2.6. SOIL BEARING 1,500 P5� `�s;,��ti���''�� � `
<br /> 3. GONGRETE: �,� �i r' ��'� �;'�
<br /> s���F s�\�� `�� �;
<br /> 3.1. DE51GN GOMP.STRENGTH 2,500 PSI ��,. � ' -a� ��E
<br /> . . .
<br /> 3.2. REINFORGING BAR YIELD 60 K51 ���`°,� ����°+ ,�
<br /> ;- �[
<br /> i f E
<br /> 2 0 R 3 F 1 4. MA50NRY: y':,°. , .,°°` ,.� ,
<br /> � - � 4.1. 8xlbx8 UNITS ASTM G-a0, 6RADE N `��
<br /> _...� __.._.�.._ � _-
<br /> p ; cS' �l:
<br /> � 2 F1 4.2. SET UNITS W/GORES VERTIGAL � NO MORE TH/�N 3 HIGH, PER PLAN �`�� ��� �� �;E
<br /> I� � 5. WOOD: �' � � �;�;
<br /> 4/F1 ACCESS PER NOTE �g 4�F1 5.1. ALL �RAMIN6 MEMBERS OF TH� FOUNDATION SYSTEM SHALL BE 5P�-5TD OR �� ��� ��
<br /> 1 P R E CAST PA D D ETA I L �- BETTER, UNLE55 NOTED OTHERWISE. � � � � � �
<br /> 5.2. WOOD SHEATHING SHALL BE P.T. � NOMINAL APA RATED 32/I6 STRUGTURAL �, � °� � ,
<br /> F1 Scale: 1/2=1�-0° • —� � � � WOOD SHEATHIN6. _c�. „p� � �
<br /> �9',,� �y . ��., ya I,*,e;. �i�"ilGyyy>�as f�9x' iJay fi,rr„/,,;�,�. Y an/�'y a � 5 % .r�"". ��v ��2" �'� .I� :
<br /> a.,�: ,...,.���`',_<.,,. .;:::.. . //�7��.. ,.,.,:, .�"�i_.,�97',. ,...rE� �.,.�,.��/�O' ,,,,,,,.,.,: , ��`z �,.�. ,,:,, ., , ..,<.,,�,,, ,�i����'"'".,.���.�.�"z��„�;.:,�;r;. . ��.,.,,.�a: � �b �`�r �v
<br /> � � � � L � x 5.3. ALL WOOD IN GONTAGT OR WITHIN 8-INGHES WITH SOIL SHALL BE � °�, �
<br /> 4 PRESERVATIVE TREATED. �`���� � ����
<br /> I/2"N BOLTS THTZU BOTTOM PLATE
<br /> (2 PLAGES � EA. PAD, I/�U 8�-O° 8�-O�� 8�-O" $'-O�� 5.4. GONNEGTORS USED IN PRESER�/ATIVE TREATED WOOD MEMBERS SHALL BE
<br /> � � � � 4x4 P05T AT PADS STAINLE55 STEEL OR HOT-DIPPED GALVANIZED TO THE GALYANIZIN6
<br /> � � � - WEI6HT AS SP�GIFIED IN IN ASTM A 153.
<br /> � 5.5. PROVIDE 18" MIN. GLEARANGE FROM SOIL TO UNDER5IDE O� ANY
<br /> � � , �I6"x I6" R�IN�ORGED � 5/F1-3 PADS 7/F1 uu��-r�o woo� M�M��R.
<br /> L -I L J GONGRETE PAD TYP., i�i 5/F1-3 PADS 6. S�c�AL-rr �-r�MS:
<br /> BOTTOM PLATE 6.1. METAL PIERS TO BE GAPABLE O� SUPPORTING 6,000#
<br /> 6.2. 501L ANGHORS SHALL BE "MINUTEMAN" IN GONFORMANGE WITH T+iE TY�'E
<br /> GORNER PAD VIEW B-� O � � � � � �_ SPEGIFIED BY THE MANU�AGTURER FOR THE 51TE SPEGI�IG 501L5 AND SHALL
<br /> 2X4 PT TOP 8 BOTTOM PLATE oo ��� ��� � � GONFORM TO THE FOLLOWING:
<br /> GONG PAD, I/�I N 6.2.1. DE51GN WORKING 5TRE55 LOAD O� 3,150# W/ AN ULTIMATE STRENC�TH
<br /> 4X4 PT P05T AT PADS
<br /> LOAD O� 4,725#
<br /> 2x4 H.�. PT STUDS � I6" O.G. 6.2.2. INSTALL 6ROUND PORTION OF THE ANGHOR PRIOR TO SETTING THE
<br /> W/ SH�?�R WALL PER NOT�S BUILDIN6.
<br /> � 3 6" WIDE GAL�/. �", MAX. M�SF+ � 2/F1 6/F1 6.2.3. GONNEGT ANGHOR TIES TO BUILDING ONLY AFT�R BUILDIN6 15 FULLY
<br /> FROM SKIRTING TO RUNNER W/ Z�F1 BLOGKED AND L�/ELED.
<br /> �'' 6ALY. STAPLES T�B 6.2.4. ANGHORS TO BE ONE OF THE FOLLOWING: �
<br /> ATTAGH 2X4 PT PLATE W/ 6.2.4.1. 'AZTEG' DRIVEN ANGHOR l^U INTE6RAL STABILIZER PLATE OR 'MMA-35'
<br /> W/'MMf�5D2'STABILIZER PL.ATE INSTALL VERTIGALLY. INSTALL (2) AT
<br /> = z BOLTS PROVIDED IN PAD, I/�I rI EAGH LOGATION PER PLAN. �OR INSTALLATION IN 501L OR 6RAYEL.
<br /> • i,. ,.. .:;� .�.,.,�� iH l. db'T Y �;;.�.9 P 5'+�iY. "a'i'�i 3 .;�,➢,x-..n .
<br /> � �:SYi"""ry,"�"�im✓?�." �'�°��t'..':���s 'k�' 3'S�� fr �;,�, '/�/ �:.:;,�; ✓p„`,..�"..'�",. � 6/ �., 3lF 3"„ i"g ...,5.,� 1 1
<br /> � r� �.�.:., ,,,.,.�� X,. __.,,..��f�i,...,.,,.�. ,. >�' ._,,.�.�� �. �, _,� �,. ..,..�...,,.:..w�,... �..:u.� „%�' . ,..._.., �,�. <:.h_. .... ...:.. ...i..�...., 6.2.4.2. 4430 AUGAR-ANGI-fOR SET VERTIGAL W/"MMA5D2' STABILIZER
<br /> F.
<br /> ..a:
<br /> B B � �z � � PLATE INSTALL VERTIGALLY OR 'MMA-91' W/INTE6RAL STABILIZER
<br /> �_.____ ___. �� 2X4 P.T. RUNNER YJ/ � GAP. _
<br /> 6.3. INSTALL ALL SPEGIALTY ITEMS PER TH� MANUFAGTURER'S
<br /> i2od sr�K� �a. �N� _ VENTING PER NOTE �7 �coMM�N�ATiot�s.
<br /> 2 EXTERIOR WALL DETAIL � ,. v�NT�r��:
<br /> F1 Scale:l/2=1'-0° � 2/FI 7.1. INSTALL A GLA55 I VAPOR RETARDER OVER THE GRAWLSPAGE AREA TO
<br /> EXTERIOR O� BIJILDING.
<br /> 7.2. PROVIDE GRAWL SPAGE VENTILATION PER IBG GODE AND LOGAL
<br /> REQUIREMENTS AT I NET S� O� VENTILATION PER 1500 S� OF �LOOR AREA.
<br /> 8. AGGE55:
<br /> a � � GMU BLOGK ° � 8.1. PROYIDE AGGESS TO THE UNDER �LOOR AREA PER THE (8G GODE.
<br /> � '- - 7/I6" SKIRTING
<br /> 8.2. PROYIDE 18° MIN. GLEARANGE UNDER FROM 501L TO UNDER5ID� O� ALL
<br /> � � � � BUILDINC� STRUGTURE.
<br /> 1 F O U N DAT I O �1 P LA N �. �"� G°"°'T'°"s:
<br /> �--��� a.l. �OUNDATION SUBGRADE TO B� 4-INGHES O� ROAD-MIX GRAVEL OVER
<br /> YI�W A-A � 'I Scale: 1/4�� - 1�-0�� UNDISTURB�D NATIV� 501L5 OR STRUGTURf�L �ILL, PAVEM�NT W/ 6KAVEL .
<br /> �LOOR STRUGTURE _L - BASE, OR 4" GONGRETE,. � ,
<br /> q.2. STRUGTURAL FILL TO BE GOMPAGTED TO q5� O� TI-fF STANDARD PROGTOR �
<br /> WOOD SHIM A5 NEGE55ARY DEN5ITY PER ASTM D-648. I. �
<br /> 8x16 GMU BLOGKS q3. SLOP� �INISHED 6RADE AWAY FROM TH� BUILDING �OUNDATION AT A MIN. � �
<br /> PREGAST I6" SQUARE x 4° 6RAD� O� 2SK. � �
<br /> DFEP REIN�ORGED GONGRETE ' • �
<br /> s
<br /> A A PAD '
<br /> � • m �
<br /> ____m_�_ � �
<br /> 4�� ATTAGH 80TTOM PLATE TO PAD
<br /> C6
<br /> W/ I/2"� EPDXY �OLT MIN. I°
<br /> EMBEDMENT �
<br /> �
<br /> 3 OPTIONAL CORNER DETAIL ' � �
<br /> F1 scale: l/2=1'-0"
<br /> �
<br /> v
<br /> ' S01L ANGHOR PER NOTES, � —
<br /> SHE�T �-I. ; �
<br /> GR055-DRIYE W/ SHOVEL ' Q
<br /> PLATE SHOWN. � � � .
<br /> PLAN .
<br /> � _____ �
<br /> STRAP PER ANGHOR MANU�. �
<br /> o �� .
<br /> V �
<br /> N
<br /> Z � �
<br /> � �
<br /> N �
<br /> K �
<br /> V O �
<br /> � > o ���
<br /> 501L ANGHOR PER NOT� � � ^ � ���
<br /> SHEET �-I W - C7 W o ���
<br /> z � z � �€'�$
<br /> _��__.� _ __._ C� — g Z �
<br /> � � a o ���
<br /> Z
<br /> W Ln � � ���
<br /> N Z N �
<br /> 4 ANCHOR DETAIL �
<br /> � � o .
<br /> � w � �
<br /> F1 scale: l/z=1'-0" m x �
<br /> m �
<br /> BLOGKING BLOGKING � �� ,
<br /> 4x8 H.F. #2 MIDSPAN 4x8 H.F. #2 MIDSPAN
<br /> SUPPORT BEAM SUPPORT BEAM �" NOMINAL SH�ATHING W/8d � 4"/12" � �
<br /> JAGKSTAND JAGKSTAND W/WATERPROO�INC� TO 6" ABOVE O z o
<br /> GRADE. �LASH OVER EXPOSED O �j z = �:.
<br /> I/2"� x 4 I/2" LONG BOLTS W/ �— I6" 5Q. x I" POLY . PREG,�tST Ib" SQ. x4" WATERPROOFING OR U5E W STABLE � � ' � "' w `�
<br /> I I/2" � WASH�RS � 32" O.G. - Z c� U w � a
<br /> = z PAD f�LT: 2x12x24" c� z REIN�. GONG. PAD WATERPROOFIKG PRODUGT. - �
<br /> AND b"�ROM �AGH END I/2"� x 4 I/2" LONC BOLTS N �' LONG PT H�#2 WOOD - � � � = a � �
<br /> �LOOR STRUGTURE �� �� _... ; PT 2X4 W/(2)IOD AT EAGH JOIST �
<br /> FLOOR J015T, TOE-NAILED TO � a
<br /> 4x6 PT H�#2 P05T W/ I I/2 d� W?5H�R5 � 32 PAD __._ B�,qM , � U � Z z � '
<br /> TOE-N�41LED TO B�AM � PADS O.G. AND b"FROM EAGH END � 2X8 BLOGKING � PT 2X4�48" O.G.W/ U24 EAGH END m � � p N
<br /> PT WOOD SHIM AS NEGESSARY M� M� 4x 8 Ff.�. #2 MIDSPAN BEAM PT 2X4 RUNNER NAILED TO PLATE w <C � � f= a
<br /> � Sx I6 GMU BLOGKS 2x8 PT BLOGKING pT 2x4x12" LONG POST m �� J J � J a Z �
<br /> 4X8 H.F. #2 MIDSPAN
<br /> � PT 2x4 TOP � BOTTOM PLATE B�ARINC-� BLOGK NAILED TO � W/ I6D � 6 O.G. > o
<br /> � SUPPORT BEAM 4x8 PT H.�#2 MIDSPAN � � � � J w �' ^
<br /> PT WOOD SHIM AS N E G E 5 5 A R Y 4X4 H�#2 POST SUPPORT BEAM W/5HIM5 ' _ I/FI PER PLAN N � �- Q W o 0
<br /> O 4x6 PT POST � M/L PADS Tl'P � '�' �` � � B�AM � PT P05T. - - Q O
<br /> ,
<br /> m 8x I6 GMU BLOGKS TO�-NAIL�D TO Sxlb GMU BLOGK � ���_ Q � ' '
<br /> PREGAST I6" SQUARE x 4" DEEP 2x12x24" LONG PT H�#2 WOOD � O oC z .
<br /> � PREGAST I6" SQ. x4" BEAM � PFtDS • „ „ PT 4x4 H�#2 P05T TOE-NAIL�D � oC Q � ,� .
<br /> � PAD, 5/FI, PER FI PAD W/ 2X12XI2 PT OVER• � �� PR�GAST I6 5Q. x4 �„� - � ti
<br /> ' REIN�. GONG. PAD, 2x12x24 LONC� P.T. H�#2 _ z TO BLOGK OR GMU BLOGK Y N �.i. W �- o
<br /> - GENTERED ON 4x6 POST AND • - REIN�. GONG. PAD �� cr� v� = w
<br /> `� ALT: 2x12x24" LoN6 = z WOOD PAD W/ 2x4 O�l�R � �- „ - . 2x12x24 LON� PT H�#2 WOOD NOTES: x a N o �
<br /> NAILED TO 2x12 � �� G E N T�R E D O N 4 x 4 P 0 5 T ALT: 2x12x24 LONG _ P A D W/ 2 X 4 O V E R G E N T�R E D O N 1. U S E T H I S D E T A I L W H E R E R EQ U I R E D T O M E E T G R A D E. �
<br /> _______y....__ _W .___ _._.__._ ..__.._._PT Ff�#2 WOOD PAD _ �___ _.,._ 00 u� c� a
<br /> __.____.__.....� __...__._,.....__ ._.... _ --- PT H�#2 WOOD PAD „ N N o �
<br /> b I/4' ATTAGH BOTTOM PLATE TO PAD """m�"��""M"" � AND Nf�ILED TO 2x12 ��� PT 4x4 POST AND NAILED TO PT 2. MAX. SUBGRADE TO GRADE HEIGHT IS 36 .
<br /> W/BOLT PROVIDED IN PAD
<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 g BACKFILLED WALL DETAIL RE��S�oNOATE:o3�Zs�Zo1'
<br /> FZ 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" 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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