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TABLE 1A a�� �
<br /> Mul9wi Ca ac Teble ��� �
<br /> Opening 4Y1d8�{for vefticaAy-spsrring mulltvre)or Opening Height(forind�r7s6yspeming mWior�) p
<br /> yoin ti61n 7aN antn 4atn Z4�in 120h /46k 160h ¢ o
<br /> rmma,puar mprrde�a. aec�e�pm� naprrnm�a wece�s�+� rmpimena rtcns��,� Tmnrtm�a �Nec��am 'mM�o- Raw,erv Tr wmany. rm�wr r�nPnaana r��ewar 11oMrtmp. Reetenpdar �pnianq. �� �
<br /> 1%27C.125 ��^9 lmcA�O Lmdnu �uad�B LaadmB 4oni9n9 4aadna Lasdln7 Loadn9 Lmdn9 Lo 11n8 Loedni LodGn9 Lce�ng Lmmnp Lnemn➢ La¢dhB ��fl 02 U
<br /> a��,.r�� �. �_ a � � a €.. � �'.. � �' � �',. � �' € �'� � a � � � � � �,,. � §.. F �'.. �'_ W
<br /> �w,�a� � �s� � �� � �� � �� � �� � �9 �' �� � 8� 8 s� � �� � �� � �� � �� s �� � �� �' �� � s$'� �. �� N
<br /> fr � g'" �s� =�i' a b� � `� � & ee �' ¢S G �� $ �� .� �� � 5' t E� `� � `� �y �£ €� t¢�� eP ,�� � Z ��pU M-
<br /> f� �� �� d�� E� k� �� �� i�. �� �� d�� �+�. d� �� �� ��. �� �� �� �� �� s� a`� �� �� �� d�� i8 B� �� �� �� 2a 2'�. d�a� W
<br /> 621rt tit.8 �09 iPB.S 332 93.2 ROB 11&6 325 7q.S 4oe {CT.B �t BH,B fC8 t64.< 319 6tt 4oe id4.8 319 35.9 1Ga lOt.O 318 9e.6 A� ioiA 3/9 39.6 a�8 1#.fl 8f8 sAfl 40E 1aaA 313 O
<br /> � � x
<br /> �
<br /> 481n 74.0 312 61,8 258 6Lb �1Y T9.4 ?52 87,5 312 87,0 248 Ad.tl 912 BJ,2 2�8 It.B 312 81.3 2M 77.8 N2 81,D Sl4 312 313 81.0 YN 78.8 312 81.0 24{ Z11 d12 B1.0 2N j � U1
<br /> 5p.575{� m9 28f 7Q8 T74 57.Y SO1 BiS 7lB �SB 791 65.7 724 39.11 2B1 5R.1 7a &S.5 Y81 50.1 � d1.B 2E1 40.a 218 26.9 78/ /8.7 219 aE 281 49.3 2f9 20.0 2!1 fe.] ',M9 � W �a �
<br /> � W in S25 347 8T.5 207 t1@ 2l7 i8.8 2�2 3T.8 3�7 At.B 199 32H 217 {�.5 �88 y4,2 Z{7 19.A 191 38.3 ?tT 1&} 143 2S.B 4A7 3S1 143 58a ZA7 7&t t91 78A 247 38.1 183 j j � �
<br /> 0 60M 36.4 200 41.P 170 32tl 40D 3SA 168 71,i 200 31�8 167 20..0 2G0 1l.Y 18D 2�.3 2uU T/.7 159 18.2 2DQ ZSe 157 16.0 200 25.0 159 � F-- � (�
<br /> � 893n �.1 1B1 35.3 735 T7.6 1e1 30.J 15t 23.7 1B1 29.9 t�e 2p.7 /B1 2i.'� 748 18.4 181 229 IM 16.9 iB1 91.7 1�U � �
<br /> � Bff$i 28A 784 39.8 tC2 24.6 !65 26.1 139 Z0.$ tbs 23.5 536 1&.0 iG5 2t.D 134 Z Z �� m �
<br /> ]2F a.2 1�D 27.7 120 1B.5 /79 1B.B 718� 15.8 13B 17.5 11B � "u
<br /> uN_7 � t7.I� s�
<br /> 7Bb 18.9 12S 19.T 100 1&7 17i 19.8 ta7� p J � U ��
<br /> � a J h
<br /> 78tn 27.} �t� t62 iQ4 = ' T �
<br /> Z � � Q N �
<br /> TABLE18 ANCHORCAPACf7VADJUSTMENTFORMULA: � F �5� o� ip
<br /> MchorCa al Ta6b bs ANCHORCAP.,,,,,,,,. °' � NN a�zp
<br /> sc�t�a�e: 27xcamrete 3.SNCa�c. Hc9m+CMU FmeactYtu Piwood Msqi (DP)X( )=ANCHORCAP.,� '. � .-
<br />� ^J�6�8co itr ss El�e btta'Eko iJa'ss Ewo Citi SteN #fs eEeet Ai2 S�ed hiULL10N CAp.,,,a,,,,,,
<br /> AtcfiarTYFg °.�56'Oca Uibaoon tA'Eicn tfl�m l tB Eku tNtrman 1tA'Eto t3ltrecan � (C N � N
<br /> AnchmGllpPaCems ulvaeon AW�atm uxrmon Apq�e6mor sarew{65}scraw{cs} scrcw(G5y USE7HtSF6RMULA70CiBTAINTNE"ANCHOR
<br /> Ea�pmmnce(m� �• z�rrr r a�2° ave� �• z-�rs• r z-im r a+re� r o.aa� a,�• o azr CAPACITY REQUIRED"CORRESPqNdING TO AN = U X � �}
<br /> I em�cem�e por t�sw• faln^ �y+" �a+�• r �-w� +�u�• i-va^ �.vr i-v�• i-uc z �a�� ra�e� wnes ACTUAL PRESSURE REQUIREMENT FOR THE � ,Q "� p a
<br />� znncnon�+.TSM�n.o.arsm�waacroe�a�ptF§.vY �ma ssoms aaws �oms �aums z�am9 zsonm sssms r4a�w a7a�os se�me aasma �at� a2m sso¢c OPENING,WHENRISLOWERl}WNTHEMULLI�N � n.�� �mcn n)
<br /> i 4AnUwie�7.7s Min.O.G 75fantls¢{mOGsep Ci'p(Fp.9): t06�ba 7�6�s WA N/A NtA NtA 386 iss WA NtA NtA MA WA 682�s 885IDs 5120 ks CAPAGETY(�ROM Tt3E TABLE)QF THE SELEG7ED a eL fl '��,
<br /> 4pnthae�9'Mn.D.C.!(Y)2x5Anple Gipa 1(Fl0�3y 7ea ien �so cre eeo me i�eo w� iese me 5qo iee sso ros wn �eo ic� 7ae im eso me ree2 mo ssx m, ee�� �+so ws MUILiON.17 WiLL Yt�LO A MINiMtlM ANCH6R U� � � o���
<br /> 2 Nq�ora�OAS'Min.o C.I tlqlp,ION.t25'AI4m.(F�.4k WA WA WA WA WA WA WA WA NlA WA N/A W� WA N/A 775 W CAPACITY WHICH MAV BE USED TO QUALIFY
<br /> tu�cnatF-Cuptcq.ey +e�ms �951de asros usms 'eama t�sma �noles �nias 3701bs ie�im �2iE� ��s�cs �70� 2ztire zeoNa AGOITIONi41..ANCHORQPT1oNSFROMTHE pRODUCTgREVISED
<br /> 2Anttwm�i.7SMin.�.CIRClID6b-8k 2d0ibs 3SDibs WA WA NIA FUA S9A�a WA A}tA WA WA WA 3di0s M21Ds iEOQw ANCHORGAPACffYTA�l.E 8uliding'yGOtlewlththoFtoTlda
<br /> NOTE:FOfl THE OFFSET CLIP,USE THE SAME ANCHqR PATTERN}WDANGHOR VALUES RS THE STANDARD CLIP NOA-No. 17AS30.01
<br /> Ercpiretlod bate OS/'�6/2021
<br /> Miam:-D � roauct on�roi-`
<br /> �FI�G,�,URE'I: '--����----,��� FIGURE 2: TABLE NOTES:
<br /> L��__--__-�� �t , 1}9EE SHEEf'1 FOR ENSTF2UCTtQNS QN US7N�TNE T.aBLES AND SHEEf 25 FOR INFORMARON ON tAARtNG.
<br /> �.I � {,�_� SEE SHEE7S 2-4 FOR 6ENERAL INSTR7.LATfON MEtHODS. -j tA00' I`
<br /> 2)LINEAR INTERPOLATION F3ETWEFN MULL LENG7NS AND/OR OPENING WIDTHS 15 ALLOWABLE, r
<br /> FiGURE 3:
<br /> 3)AAU�LION AND MULL(ON C�IP5 9HOWN ARE NOT 74 SCRi.E.FOR DCAGT DIMEh'StONS,SEE StiEETS 25-23.
<br /> i • � � HOLES TO BE QRILLED IM THE FIELo FOLLOWING p1MEN51UNAl RESTRICSIONS SHOWN ON SHEET52'I-23. 2.000'
<br /> fIGURES SHOW SUGGESTED,APPRO?GIMA7E HOI�LOCATIONS. I � ��
<br /> ANGLE CUP MUST 8E USED SN PA(ftS. 4}SUBSTRATES:CONCREI�E SHRLL CONFORM Tp AG!3Q'i SA£GF3GATtONS.H6LLOW AND GR4UT-PILLED L �ZS' `����apNY.LYNN,y��'�i��
<br /> CONCRETE BIOCK t1NiT(CMU)SHALI GONFORM TO ASTM 49D.WOOD SHACL 85 PRESSURETRExiEn ` :�a;��uGEN�F•.,{{�`
<br /> FIGURE4: FIGURE5: FIGUREB: YELLOWSOUTHEFWPINEWITHANSGQFD.55.ALUMINUMSHALLBE60B&TSANLIBEAMINIMUM OF 125" I „ . '.� �
<br /> � S THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(t8 GAUGE�.STRUC7URAl.STEEL.TO BE AT 1'X 2'X�25 MULLlON =71r; Nn•58705
<br /> � � � TF E M{t7ERIALi#K&#i2 AN ORSCN'E'O YY6 D M Y SE EEL 168 S.S.OR 10 S.S,GREW TF62EADS @EYOND ^�: *_
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