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EXAGT POLE LOGA710�15 5H1�LL B� VERIfiIED PRIC7R TO GOMME�iG�Ni�NT OF GONSTRUGTIUN 60' .315" - - � 5-2 I 100' 24" .4Q6" 5'-6" �, 11 '_0'� � 5�E 5-2 �.dEEi91._LLOTES < , -.. # . k � ' � � . , 2q ,�pp - - 2009 INTERNATIONAL BUILDING GODE GOVERNS DESIGN AND CONSTRUCTI4P�I. '� x�`�� 5 $' � �, � S 2 ,,S � , , � ' � ^�`-:4'Yq F `^ PY ' � . .� _ ._, '.. sv a U � a d THESE GENERAL NOTES SHAI.L APPL.Y TO AL� SHEETS {N THIS SET OF PLANS. � . �����. - '�.�� � ,. .� . � � �� 24" 5b0" � � Pra�ficai Solufii�r�s �or ��creatic�r�a1 �nd Indust�ial N�t�Ing Applic�tic�ns �AFETY REGULA710NS - ADMIN. CQDE, GENERA� SAFETY ORDERS ("OSNA"} IS APP�ICABLE TO THE CONSTRUGTION OF THIS PROJECT AND PROVISIOt�S �,� �. THEREOF MUST BE FO�LOWED. ENGEL & COMPANY ENGINEERS IS NOT REaPONSIB�E FOR THE MEANS AND METHODS OF CONSTRUCTION, NOR FOR SAFETY ��� �" Redden #970 4:• � �"°' - ON THE JOBSITE. THESE RESPC}NSIBILITI�S ARE WTENDED 70 BE AND TO REMAIN SOLE�Y THOSE QF THE BUiLDER. Golf Itan���ttin S stem � eci�cations ��„ ��� „ ALL DIMENSIONS WHICN ARE DEPENDENT ON EXISTING CONDITIONS SHALL EiE FIEL� VERlFIED PRIOR TQ THE GOMMENCEMENT OF CONSTRUCTfON . ""� FOUNDATION DESIGN IS BASED ON IBC TABLE N0. 1 $06. 2, CLASS 3 MATEREA�. BEARING �OUNDATIONS SHALL BE PLACED AT A QEPTH QF AT LEAST 12" .�0, ��5„ � J 3 1NT0 NATURAL UNDISTURBED SOIL QR COMPACTER {90% MIN. } F(L�. THE S(?IL WAS CLASSIFIED BY GROUND ENGINEERING Ct�NSULTANTS, PROJECT N0, � � � 5-� 11 - 6019, DATED 12- 20- 2011 . LATERAI. BEARING PRESSURE = 2Q0 pef (+ 2x INCREASE PER IBC SEC. 1806. 3. 4) �J�t�illg . �.ed�.en #g7� pc��yester golfrange nett�ng w�th avez'��� � � � ,� ��. ���� ,���� �Q CN RETE SHALL NAVE A COMPRESSIVE STRENGTH OF 2500 PSI MINIMUM IN 28 DAYS. USE NO MOR£ THAN 6.6 GAL OF WATER PER SACK OF CEMENT. � �5�1 ��'��ICI�l-� S�T"�1'��t� � Z �f2'� 5�T{�����C� I.1'l �S�'lx 1 " �15���� �:}��' �'1'� ���1.� �'�, �OUT ���_�° r�T USE TYPE II CEMENT. Tl£',�C��B P�SC�.28� �110���SS �C}115��`L1C�1(?11� STl.�ZIU��C�tt�'�+� WI�� �.T.V . treated yarn I'Ql� 2 OM,.Y ! • s • r 1 II � 7 il � � WELDING SH Ll. BE DONE BY A CERTIFIED WELDER USING THE SHIELQED ARC PROGESS ANQ E80 SERIES ELECTRODES. WE�QS SHALL BE Fll�l. SECTION 2, � � Eio 3� .�ao - - � -� �. � ��E � A � a�d ad� �tionally coated wzth � black res�n dye and. ba��tng tr�atme�.t. Mesh 5-2 � � ,_�,� �.� �'� FULL PENETRAl10N AND SHA�� DEVELOP THE FULL STRENGTH OF TNE SMf�LLER OF THE PARTS JOINED UN�ESS 7HE PLANS SNOW OTI-iERWiSE. A�� SHOP , , �� �� �Y, WELDING SHALL BE DONE USING TtiE SHIELDED ELECTRIC ARC PROCESS BY CERTIFIE(7 WELDERS USING APPROVED ELECTRODES. NQ F1ELD WE�DING �?T'8�� $��`�Xl���l. C��t�Y`I�lI.X2�C�. �,1� l�l{� +��'}�1].f��21� ���C7���0� ��x IS� � HO� . �q.�� ,gppr1 WITHOUT SPECIAL INSPECTION. ALL WE�DS DESIGNEQ AT 50% A��OWAB�E STRESS. AL� WELDWG PER AWS �1 . 1 , USE E8018 EI.ECTRODES. NO FIE�D WELDING IS EXPECTED TO BE PART OF THIS PROJECT. � �� � All sections af netting cc�mpc�nent to be constructed tc� a �/�" braz�ed � � .�N �p� ,�p" - - �'� STRUCTEIRAL STEE� - RLL PLATES AND SHAPES SHAL�. CONFORM TO THE REQUIREMENTS OF ASTM A36. PiPE SHALL BE DUAL CERTIFIED API 5L X65 , , , , , , k� y,, t (65 K51 MIN . YIELD� AND PIPE SHALL BE DUAL CERTIFIED API 5L X65 (65 KSI MIN. YIELD} AND ASTM 572 GRADE 65. ���C� ��S`lt'�1,��£�` �'CJ��� I711t111'1'I.U1�2 � ySO�} ��?. �x���11'l � S��`�t1��'3., Add�tzon��ya � ' 4t , k�,_� ALTERNATE: PIPE SNA�L BE ASTM A252 PROVIDED THAT THE STEEL GERTIFICATIONS ASSOCIATED WITH THE PIPE ARE AVAILABLE ANQ S!-IOW THE STEE� , < . ' `�` ""� � �"`' �`" 24" .750" TO HAVE A MINIMUM YIELD S7ENGTH OF 65 KSI. BO�TS SHALL BE ASTM A307 UNLESS THE P�ANS SHOW OTHERWISE. BO�T NOLES 5HALL BE 1 /16" net panels sha1� �ave �nte;r� �.��y const�ructed vertzcal and hvr�zontal rop�s o�' LAftGER IN DIAMETER THAN THE BOI.T. ��28 S�I71� 1'Il�.���'Ic`i� . Al� �'O�}� � t}C�tIt3.1'15 OI1 tI1L 21�� �3�118�5 S�'lc� �.�. Ct�1"S`�5�.}t?1'1{� �t7 REINFORGING STEEL SHALL BE DEFORMED BILLET STEEL. BARS CONFORMING TO ASTM A615, GRADE 6Q (FY=6Q,OQ0 PS! MINIMUM). SPI�ICES SHALL. LAP A th� as built net �an�l suspezas�on and suppo:� cables constxu���d ta �ole �r�, , � MlNIMUM OF 36 DIAMETERS IN CONGRETE AND 48 DIAMETERS IN MASONRY. , . , r �"��' "° � � ; �� � � , � struetures . All net panels shall �e custc�m �'abr� cat�d to as butlt = � � � � �; �,� �� � , ; � � � � :� �x - 16" .28f " � �c �� � � �� ��r � � ; � � �� �� ��°.. CABLE AND W1RE ROPE SHAL� BE 1 X 7 GALVANIZED STEEL S7RAND WITH THE FQLLOWING MINIMUM BREAKING STRENGTHS: �.��.SU�'f'ST��I1t�u t`l� ��'lf' �'}C1�E'IGc"l�}�.� S��"l1C'�tt�`E'. �C3 �TOVkC� E�' c� �c'lll� �?�X1C'� U�}011 = E � h , �' � � ���, � � �� � � ;` SO' .3�5'" - - � 1 /4" NOMINA� DIAMETER: 6,650 LBS. COITi����l��.. � �. ��',..��` � � � �� � , � � � � � c�_� 5�16" NOMINAL DIAMEi'ERt 11 ,200 �8S. vr� ��'� _ , �,r� t _�.»� x �� .A �m r �, u �. . � .v�_�� -���-� 12'_0° fiT � 24'" .406" PC?�,t'S3,4� E�TI�! AND ITS ATTACHMENT IS BY OTNERS. NET SHALL HAVE NO MOR�. THAN 8% OF EQUIVALENT SOLID WIND dRAG. A���.Ch271�12� C3� 11�� �21t� �'t)�.?� GIJI"��011�1]�S Sh��� b� 111�1� � Wl��'l ��� � ��' � � __ �'/�" ,� : � �, � , „ � ot�,.Y � ` bxaid�d polyeste� twi�xe z�riin�n�uz� 37S Ib . t�ri�ilc st��ng�la, tr��.ted bl�ck. �. �{,�� � �> _ . � �r.� _.. w�4 , �_ _, .�.�'.~°°". r_.�Y 3' ' 120 45 .406 - � �1'-0" SQ. � 5EE WlRE ROPE FITTINGS SHAL� DEVELOP TNE BREAK STRENGTH OF THE CABLE: PER THE MANUFAGTURER (CRQSBY OR EQUAI). � �. 14 �"� � � �-a° AT �"� Th� attachzn�nt twine shal� �ontinually encompass t�xe net�ing component M PO�E FINISH. GALVANlZED N 24" .�oa° � Io and b� t�ed to the rope comporz�nt via a cl�ave azad onne half hitch knot +I� G M O�Y WIN� DE51GN 1NF0. IBC 90 MPH� EXP. G xla.G�l.�S CI11 C�1�t8�'y I2�V�T �Q �XG���. Fs I11G�1�S OXl C�S���1`. N �q � ,�p�� -- ---- � �ENERAL CONTRACTOR SHALI. VERIFY AND BE RESP�?NSIBLE FOR ALI. DIMENSIONS AND CONdIT10NS AT THE JOB SITE. THE CONTRAGTOR SHAIL BE RESPQNSIBLE FOR BRACING AND SHORING Al.� EXCAVATIONS, TEMPORARY STRUCTURES, AND PARTIALLY COMP�ETED PORTIONS OF THE WORK. M Finzsi�.ed �et pa�els shaii be suspended t� cables by th� ro�a� s 2�" .��'i ENGE� & COMPANY IS NOT RESPONSIBIE FOR ANY HAN ES iN TN� PLA SROR �PECIFCATI NS UNL SSIAAPPROVA�RSWAUTHORIZED INPWRITING. ���EIN. ���p���n� �X� c� "�I� 2 '� (7�' if4" Cc�t��#1L12� �3� ��8� St��� G�T�.�1��� ����ChS� �21� � � �' WORKMANSHIP IS TO BE OF THE HIGHEST QUALITY AND IN ALL CASES TO FOLLOW ACCEPTED CONSTRUC710N PRACTICES AND CITY/COUNTY STANDARDS. ' ' • • • i#rx � t � +�r a P�EASE REVIEW ALL PLANS AND SPECS PRIOR TO CONS7RUC110N . 5���?� 11112111:21UY12 � , � 4� �b , t7�' �J �}� �� . ��'B��ClZ1� S��'811���1 . The �nterzar af the ��,�>� � � ����r,,�, �' snap sha�l e�com.pass anly the zop� and cab�e co�.pone��;s whe� suspe�sion ,�`'' ��:,•�M....,.. �'�}'r (`� +°i' n n �� ��a4°1SN S�l'iEREA . . � * *,,,,�*"R � ' �' i"•;� t�;. � N� .��� ' �s cc�mpleted. The znt�rval bet�v�en s�ap tt� cabl� atta,chment pc��nts sha11 nat ; c�� °�`� �'��, ,�''-,�,,,, : � IBC 90 MPH EXP, C I = 1 . 0 , 8� SOLID NET �NLY � �' IBC 70 MPN> EXP. C> I = 1 . 0 , 20� SOLID Wf SNOW BUILD UP ' exce�d 3 f`e�t on ��nte�r (snap size may vazy ta ft cabl� size{s} specz�e�} . � � ' � � " � � � � � q�� •��5�� � � c�_� IBG 50 MPH , EXP. C, I = 1 . Q , 30% SOLID Wf SNOW BUILD UP ° '+ : '�' � � ,� „ Netting system sha�� be acc��npani�d by a six��ea.r manufactu��r' � r'' ,� �` � ....,�."��'�`�`�''` �""°� � 2� .50o wa�anty, not pro-��rated. Netting system is available fic�� �t.edden Marzne 'r•, ���� ��'���'� .`'`° N �� � �� ��� �o� .�vo�� - - �2 ��-a�� �a. i2�_o�� ��� 5� SupP�y, In�. , Bel�ingham, �A, l �- � 00-4�6-9� 84, Qr e� gine�rs �ppr�v�d � � equal . � CT 01 2013 �� � 24" .625° +� a 2q ' ,750" -- -- 6 5-2 m �� �� : : � 30 bl& N � �� ���`� �` � � � � � � � � , � �,- � m _ ��,� x. � „ x .��� ��.����. � ,�;� ���� � � lAll 12oed�rAvenue ��Ilinghc�m, WA98225-�91 & ! �60s733 � �25C1 8qt} * 4�6 * 928d t FAX36� � 733 • ? 18� I www.r�c�c#enlnc,cc�m � ,4LL H� IC�aHT� SHC>WN ,4RE r480VE Gi2,4I�E LE�/EL . (f�.C�.L .) i` �� � � � � � 3 ' i: Q 3 � ��� �o ��5 ,. > ,., , . ?i.i:��' , � . . . . . . . . ' � ��������� DRAWN CADFILE: � �� � � N � � L & C C�► M PA NY �,� Nett�ng u�upports Details , ���.-,�� , � . � � '�'� , � ��, ,� �„�tA'if�` � DATE � SHEET NO. n `���"3 V�11 G�If ��ub � 2933 Sixteenth Street 4t� Q9 UNIGIN AVENUE ���KEa12� ' � � • } BAKERSFIELD , CA 933Q5 1778 VEtll V�IIE3y DCIV+9, +� 1 N Bakersfield California ..i�E - � �6��} �3�-1�$� DATE REVISIONS www.engelengineers.cam (�f1 } 327 -�702� nFP�ovEO ����! ('"`✓V �'��,��' ►� a o� v i �f34� � �w �:,_� �n: PART SGHEDUL� fEQU,4L C�R �XGEED) � INDIGATES F,4R 51DE Q �/�. ° GAL.Y. D .A. BC7LT wI NUT Q �/.�° C�ALV. SPRINC� W�45NER POLE G,�4P, 5EE � 51 � �1'_3X1'� x C� �_�✓ " C�?�LV. GUR�IE W�SHER � �i{6" GI�LV. E .f—l .S. 5TR1�ND � / � UPP�R P1PE � �/�" GALY. THIMBLEYE 1�lUT Q �i(6" Gl�LY. Pl�E—FORMEL� GRIP (SNOWN I7,45H�D ��1�. GL/�RIT't`) I � 16 " O .L7 . � �/�LV. DC,�WN �UY r�TT�GHMENT _ � u.� SPLI �� PIPE q z � � .375 " WI�LL x 6 '-O " LONG - I 2* 5� 3 I 2'� �'� 8 I 2� 5* � Q RE-12.OLL SU�H THf�T SPLIG� PIPE 0 .1� . � � � MI�TGN�S U�'PER PIP� l .D. � o o O � STEEL PIP� POL� - � DETAII. A & � � 5�E SGHEDULE � � S�,�M - T�GK-WEL.D c� 12 "' O .G . - � � � � A�LIC�N PERP. TD t��GlS C.�F NETTING raL.OP� GONG . fi�W�Y FR4M GOL . 6 6 6 ( �---- GRADE LINE 5i'LIG� HT. ,,, '"''' S�E SGH�D. � T(JP LINE POLE Tt?P ANGLE POLE TC7P END POLE � � I I l �.% �� ���UT f�W-1 N I I WP�Y !�T TOP �. z I — LOWER PIPE I I � � I C�. POL� �ND 4 24 U .D . - � U I �OUNDf4T101� — 3 ( 2'� 5'� 3 I 2�` 5� -� 3 I 2'� 5� � m 5EE SGHED. /� �— �S'�. ° G,4P PL�TE DETAIL B► � _ �oR �p�� ir�� � , ,, ,� GONGRETE FOUND?�TION /�, ,4._ � � � , �' (�6�} 3 " GLR. �6 6 � b 6 TYP. �8) #�f E,4 . Wfi�Y � SLOT �'IPE l�5 I-�T BOT. �. ,,. REG2 '� �OR WELD ST�EL P1PE 5E� SGN�DULE PUL.� - 5�E SGH�DULE � " = i '-O " INTERMEDIATE LINE P4LE INTERMEDIATE ANGLE POLE INTERMEDIATE END PO�E �.r2 ° D15G TYi�. TG>P � BC7T. t7F PC1LE5 TYPICAL 24" DIA. TC? �6" DIA. POLE POL.E GAP � 6 � � �'QLE & F{JUNDATI � N � SPLICE DETAIL �� �� � , �_a „ � DETAIL �� �� _ , �-�, �, -� , -, ,�. �� _ � �-� �� � DETAIL G � � � � � �1 �,;.��E . . . 1�•.: .�,,, f , . . . f \ \ ;. �.,��/\.�,. r ,,, ; 4 � I 2� 5� � ' � ��; 3 4 I 2* ` 5� ' �� ; 4 I 2� 5� " . ----`-... SPLIG� PIP� � � ( � �� � � � ♦ .' ( � ' ' � x £3 �_O �� L.(�NC�, RE-320LL SU�f-I THI�T SPLIG� PIPE O.D . BC)TTOM LINE POLE BOTTOM ANGLE POLE BOTTOM END PC}LE MfitTGHES UPPER PIPE I .D. � SPLIGE PIPE Wf�LL TH { GK.NE55, II � 5�E SGH�DULE TYPICAL CABLE � I 24P O .D ' x SE� � I �GHEDUL� 1 �C►NNECTIO►N DETAIL� ( I I � N4 5Gl�LE � I I � Q ( I ( u� If I ) �— �_ 24 " O .D. 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