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17-18085
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17-18085
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Last modified
8/1/2017 11:36:34 AM
Creation date
8/1/2017 11:36:26 AM
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Building Department
Company Name
CHARLESTON OAKS
Building Department - Doc Type
Permit
Permit #
17-18085
Building Department - Name
EADS,DUSTIN & BRITTNEY
Address
5905 18TH ST
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T �.. � <br /> 1z2x.376 �xi,� �nre i�a�ro Lo�na �� �, r. ,� �' �„ � � �',. �s, 8. �� �� � � ,�g�' � �� � �t'� u�',°� I- <br /> Aiu�Tube �' €� i �_ � �., g � 8 �. � � �� �� �'� � t3o o � � e � �^ � ��oa <br /> MuSktan �9 S£ �� � �. b 6 `� � � � � <br /> �' � �A II g ~ II $ � <br /> � 8�" ls a� s $}C� � �pG �� �p� �� �� �� a� �� �� �� �� �� �� s� �� z� �� �� �� �� �� �� �� �� �� �� �� a� a Q w <br /> � � W <br /> �� d �� 3� �� $� �� d� ..� 3 '16tl.9 5tT 75.7 682 i68.9 8t7 &1.9 C&2 160.fl St7 6&.7 6Cl 16&6 b17 � x <br /> "`� �o � <br /> p21n 77D.6 826 �T0.0 435 15'{.3 C� tT0.0 AIB 12�-7 GQl 5700 60b 17�.6 662 t69,5 518 10�9 fi8R t88.8 617 �.� w � <br /> bBtn ti21.e 50T 13fl0 dt9 501.4 507 5t9.2 AYO 88.9 607 10&7 4U3 7Rtl 507 7028 3B3 87.6 50T �.6 �7 b6� � �.6 3� �.7 � �.6 � �.4 �T �.0 3� �0 �7 �O m � ~ <br /> _ � J <br /> 55.8 A58 80,0 956 A32 d:B SdD 5.56 37.Q 458 BR.Q 398 324 456 90.0 <br /> Sp,q15lry ��.7 ib6 5td8 370 BG4 45& 99.8 371 7A.7 464 9Q.S 364 80.8 A56 bA.B 360 67.0 4`A Bt.� �1 r <br /> 26 � <br /> �I� ��4 d� gg.3 �W 71.2 1oQ 80.9 � &t0 dd0 72.7 3'Xl `.�.4 A00 67.3 310 47.5 400 67.0 318 4t7 A46 G23 31.f 358 At70 Gi.B 353 30.5 A00 81.8 318 26.7 4W g1.� <br /> 64N 52.3 324 66.H 278 6t.9 324 �+7.5 270 44.5 324 61.2 264 3&9 37A 4&9 76d 3A.8 32d A3.B 247 37.1 31A dY.O 235 26A 32d d0.5 253 Y2.2 824 4U.6 251 1A5 3?A d0.5 257 � �Z � � <br /> 227 29.2 �b 74-1 27B 200 248 37.5 2t6 23.4 268 29.6 252 195 26b TE� 2f0 1�.7 '� 2T7 � 1�.6 � �.7 � V .� <br /> � 63in b3-S 244 57A 262 45.8 244 4&2 246 38.4 Y97 A3.9 141 �.0 249 90.8 2a7 Z8.8 19a 3).t ZN 7d9 24a 35.2 732 228 284 33.5 270 442 2e4 3.1.4 230 180 2�4 33.A 23U <br /> g aq.p +25p 424 'Y15 374 26E 37.5 ny �pp l5.II 22S 20.5 177 129 �16 19.6 176 11.3 213 19.6 178 � d � �� <br /> � tiUi 46.8 260 4D8 YJO 48A 18E ?2.6 725 26.8 '185 26.0 ZYa T3.fi 18� 1&d 22& 9.8 201 �S.B 158 J �� T a <br /> i9.4 1&'i 12.8 202 10.7 18G 10.0 202 15.0 i5A a � � <br /> f 72 t� 3&.0 225 �7.8 196 �0.0 �6 322 191 7b.7 � � Q � o <br /> T84� 30.8 202 31Q 1T7 25.5 2U2 2T.2 l7� 2L8 2@ �.B 170 tD.2 YD2 27.fi 187 17.6 202 59.T '� �`+3 � z = <br /> Q � � � <br /> TBIn ?8.3 7@'2 ?9.8 tOB 73,� 1B2 25.1 785 202 1B2 720 162 11.7 �� 19.7 5fi9 167 iB2 18.1 �57 id.2 582 10.6 155 17.8 t6t 15.2 752 10.1 192 1d4 15D B.e 192 1lR 1 0 � h 8 ��� <br /> W!n 18.5 tA4 t9.0 128 �5.d 1dd 1G1 126 (n �`n � <br /> �'n ��Z ��7 ��6 13 ANCHORCAPACITYAOJUSTMENTFORMULA: � x <br /> OP�, X(ANCWO------="-., ANCHOR CAP..�< F N (Yp � <br /> TASiE 28 MohnrCs act Tab1e�hs �y�ce anu PT`rv�od Me�� � } 1 MU�LION CAP..,o...,.�~ U �` d p � <br /> xoaavc�.+u ¢..`" 2 <br /> Sucsveto: 2.7k ca+arcto 3.5x�^0. tti•as Eiro dt8'cwa u4'68 ENw Nto s�i at2 Sieet Ytz stee! USE TH1S FORMtlL4 TO OSTAIAI TH8`ANCH4R � � <br /> r <br /> 5 n 6•E l w ySp.��q W tr acan 1 1 P E l co UlVoctn p��t a �p u g�o n A p peaata Scr�w I�SI sc�l�) 3oren(051 C A F'A G 4 T Y R E G I UIRED"GC1RRESPONRINGTO Nd <br /> Ami�SYPa� 37f6Elcotit�reeon iJPEkotklteeat UBwoDn �,llB' 2' 0.40' O,Si' 6.3Pd` ..� # ��00Q. <br /> AacbarCilpPattsma y»� r �t12' �' z-��' r � ��� t,��, .� ACTUALPftESSUREREQUIREMENTFORTHE � <br /> e�qa o�tm�oe Mk �' 2'�rr i� 2-'� �•��a- �-��q- �-�q• t-vr �-+u• t�1r4� OPENING,WHEN 1T IS LOWER THAN TNE MULLiON � g � ��� <br /> tmio <br /> smhadment Mk t 3ta' 7-3�4• t aI0." 1�"!4' 2' �q �� ggs� t 12o ms CAPAGITY(FRLiM TttE TABIE)OE TNE SELECT <br /> wA wA aeu ros wA N�� tuq Wn MULLION.lT WILL YIEID A MINIMUM ANCHQR <br /> z�oia, zmros s��ns �aas aa��cs saaans ess�ru 3asw aazms <br /> 2 p���.1.75 Mn.o.c.i sierid.imo:aset aro tFq-Zt ,�� 7�� 4 N�� �� t�� ies2 ms sez in� aas tbs it2o�s CAPACITY W HICH MAY HE U5E0 70 QUAi.IFY <br /> WA 76D IW 71816c ��° NtA WA N!A 715 ros <br /> �Mc�pa�1.15'Mb.O.C./SlenOa�tl(ar07se�la�P(F4� 1� WA xtA NtA WA ADDITtONALANCNOROPTtONSFft4MTHE <br /> BAnctrN��y�M°'O.CtRI2c6NwtatakgJt�9.3Y 7tt1�s. 7E0{bs BCUtds 155Qo5 189dWs 71tlE7s `�A <br /> 2Mchmc @ OAs Mm.o.R�ual➢.Into.125'Alum.(Fl0.41: N1A WA WA WA N/A Wn pNGNpR CAPACITY TABLE• <br /> 5 f 057W 1951Ls 925 iDs dd5#s 822 ibs 135� tf0 Cos 1R Ws ]N 1ns 78� HlA 4 WA �81�s ;42 tM 560 @s <br /> 1 Mcha I Fi71p(F4. r N!A WA 780 Qa WA <br /> 2Mahas�i.t5'hiin.O.C.tft7Mlfip.8k 2A�ibs 3h�s Si�A WA <br /> NOTE:FOR 7NE OFFS£i'CLiP,USE TNE SAME ANGH0i3 PATTEEtN AND ANCHOR VALUE8 AS THE S7ANDARD CLIP <br /> ^ROF)UG'!'RGV3SBF <br /> ;ss camplying wilh Ro Flbtilb <br /> TABLENOTES: UuiidmgCoda ,� <br /> FtC�URE1: FIGURE2: Acecpta�eNo/ -Ou � 1 <br /> . --.j 1.060' r' Expirolia�Dmle <br /> 1}SEE SHEET 1 FOR INSTRUGTIONS ON U31NG THE TABLES ANG SHffET 26 FOR�NF6RMATIOtJ 6N LOAD�N . <br /> � • , � � SEE SHEET3 2•4 FOR G[NERAL iNSTAltA714N MESH04S. � �,�' or�M <br /> 2)LtNEAR INTERPOlAT14N BEIWEEN MULL LENGTHS AND/OR OPENfNG W�DTHS IS AILOWA9LE. ` 4 S i <br /> SEE SHEETS 21-23. 2.�p' `\���,0��{1.YN1V��/1�l�i <br /> FIGt1RE 3: 3y MULLtON AtJA MULLtON C�IPS SH4W N ARE NO7'S0 SCAIE.FOft��T p�MENSIONS, `` / <br /> kiOLES'CO&E DftitlEA!N TNE FIELD F4LLOWING DIMENSIONAL RESTRIC710NS SHOWN ON SNEETS 21-23. � ` �� �IGENSC r� <br /> � � � � FIGURES SHOW SUGGE57ED,APPROXIMA7E HOLE LqCATtONS. a7�„ <br /> � ;��c. 1�10.567Q5 ��' '' <br /> ANGLE CWP MUST BE USED�N PAtRS. CONG E E B�O K UNIT CMU)SHAIL CONF RM TO ASTM G90'w00�SHR('t BE P ESSURE-TREATED D �*X Y X.375'A1UI.EtON � '" <br /> FIGURE 6: YEILOW SOUTHERN PiNE WITH AN SG OF 0.55.At»UMtNUM StiA�L BE 6063-T5AND BE A MINIMUM OF A25" ,��. � a b .: U h <br /> FSGURE 4: FtGURE 6: TH1CK.STEEI STUDS TO SE A M I N i S dUM GRADE 33ANb•045^THICK('lB GAUGEJ.57RUCTURAL S7EEL TO BEAT �`r��L <br /> � � �EAST.12fi"TNtCKANDA36.AL�/1NCHdRSINTOMETALSHALLEXTENDATLEAST35CREW'i'i�REhPS�EYQNp %pat�� , F-��R��P • \�� <br /> � � �,I THE MATERIA4 tt10 ANCHORS 1NT0 WOOD MAY BE STEEC,2&S S.S ORAiO S.S. � ` � <br /> � lJi_J1_..~--'J � <br /> %,;j�4�c�t�AG�=a ,. <br /> A L'`(NN M11�llE1�.P•E, <br /> FL P.E.#58705 <br /> � <br />
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