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HomeMy WebLinkAbout1611 Adrian Road - PlansInspection Nurnber F-354 MASONRY QUALITY SYSTEM FOOTNOTE SECTION Qualitv Svstem (C1093-13): (a) Facilities and Equipment: The inventory list available in the laboratory did not include timers as required. (b} Equipment Calibration or Verification: Written procedures for the calibration or verificatfon of timers and balances were not available in the laboratory. In addition, the timers were not verified at the frequency specified in Section 8.5.2.11 of C1093. (c) Standard Test MeYhods: The laboratory had not been supplied with a copy of the latest edition of the ASTM Book of Standards pertaining to the testing of concrete masonry units. {d} Proficiency Sample Testing: The laboratory was not participating in a proficiency sample program for concrete masonry units as required by Section 8.8 of C1093. Page 4 Carpo,a`.e fieadquarters Stockton Los Rngefes Sign Instailation Company Job Number ��l���C� �-� 1051 46V� kve. 3133 ��. ap art Rd. 2D300 South vermont ave. =2a5 Address Job Name ;i '- ''� '•-�'�" Oaklantl, CA 94nQ1 Stoc�ton, Ga 95215 Ter2n[?, CA 9050- CiCy, State ._ JoG Address �� `= ��. .... -�i h�- ���'� `� _ "`� Phone 570.5:�.769� Phone 209.937.5522 Phone 310.630.ib6A � Fa>. 510.5'3.0615 CnmGany Centac[ Clty, State 7�; R- L� t.:, E� �. ^-� F (�; � Fax 205.9�1.58a4 Fax 310.630.1947 CompanY Phone --- . . .: _ . _. )ob Contac[ �� � <.. "T._�' x�--- � �; _ - . . ; , ..,, - �,,. - � - l. - - - - - _ _ _ =�-f�' i-i _ ( �-. t. . 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I � � _ I � . _ . __. . �- II � 1 F SIGN ELEVATION sca�e: iia� = i�-o° �/ One (1 � DiF intemally illuminated pylon sign iTEM DESCRIPTION Cabinet Aluminum Face Polycarbonate Background Vinyl "Bay Badminton" 16' - 3" a� _ ��� VENDOR Matthews GE 3M "Center" Vinyl 3M Logo Vinyl 3M ?oles Per Engineering Matthews SPECIFICATION Black #282-204, satin White Lexan Black #3630-22 Show thru white Poppy Red #3630-143 PoPP4 RQ� #gF�0a143 6 Show thru white Rlack #2R2-204, satin er engineerin� `c m' o� �I I � S!GN ELEV�eTlON SGALE: 3/? E" = i, 0" 1D51 46th Avenue Oakland, CA 94601 Phone 510.533.7693 Fox. 510.533.0815 �i�. #314744 n-cvti�.aiioG;�sigrcomp�ry.:om Iph Nnma; R�v Rnrlmi�ip� C?nter Address: 1611 pdrian Road City: Burlingame, CA Dote: 8-24-07 Sales: Jasan frith Design: German N. Design: 010863 Filenome: 2007/B/Bay Badminton (enter 5heet: 1 fustomar Approval: Revision �ole Descripiion A 1030-07 Revise "9odminlon" B 11�02-01 Inueose mpy ( II-18-01 Resimlowerm6iret '________^ f'__—______—_._ ._q ... _._. C� 1i��9-,i (han�rlo?e�rngincr;!c` � Pl.• �C � D�I:; .. _ _ . . . �� . i. F . ��. �-.� . �..,ra d ..,, } ) �--/G � � � /�ry�l -� ----___ i -�. ��� � �.' � i 30'� r � �A � �9) 0 iQ�) -------1. �fLl --�1���''� �_✓I_�__��� � _::� _ / ol.�tL /6/� /�D.�2/flN �n. � %�j�/i2-L/iv G,4 �.''c= , C�I � %l//N'/J 6�� ��YL Zvo � :r, r�' . �., � /�f'� �f�'SiC Syt�, � � f = Cc L�'!�" !� s 1"� =-'�� ; "i i';;-2. � � %� � � �y� � i� 6yJ Q � Zo'f�y• ;�= /i3�/�e��s /�• 937oa�r Zo-�fa' i�7, . 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STEEL BASE � � PIPES 40'-0' LONG ; (41.5�E/FT.) J-BOX I_ .. 9'-0" DEEP FOOTINGS 1051 461h Avenue Oaklund, CA 94601 Phane SI O 533�1693 Fax Sl a533-081 S --- - ELECTRICAL SERVICE TO SIGN LOCA110N BY OWNER 3'-0" DIA. �ENERAL NOTF_S: �o�Essio,y 1) ALL STEEL PIPE TO CONFORM TO ASTM A-53 GRADE B. �N nooF�F �Fy 2) ALL STEEL PLATE AND STRUCTURAL SHAPES TO 8E ASTM A-36. q�s �'ym 3) ALL BOLTS TO BE ASTM A-307, UNLESS OTHERENISE NOTED. ^ tm 4) CONCRETE TO DEVELOP 2500 PSI COMPRESSIVE STRENGHi Jo. C 62999 �� AT 28 DAYS. ELEVATION �"^ � x T �`"� � -� SCALE.� 1/4" = 1'-0" l z I'�� , G sq��f'CAUF���P ��� Rer. �ala OESCRIPTION Eledricul Requiremenls Job Name: Bay Bacminton (enier — Cirwil num6er Address: 1611 Adrian Rd. — (ity: Berlingame, CA — Date: Dec. 12, 2007 Sales: Jason Friih Designer. Paul Brengle — Design No.: 010863 Filename: 9693 — ihi henin slolad eleAriml Dravring No: ��� inisncnoriqinolonpu6lisheddiorrsapre�uredlm�au6yMaw5lpn(o.lnoilpn orecppravedlcrmmtmd ' ...�..:,,.a�..,..�..G�.,,..,.i�,...��.�,..�..._..�.,,.,,,..,,,n�d.,.�..�,. �;oclomronRe,non:�611ii �l�l-�l FINAL APPROVAL Amp Lood Valtoge Req. Work on Ihis job has heen stopped al this poinl and will not he resumed umil this dmwing is signed and se� hack ta Arrow Sign Compuny. Please review ihis dmwing mrefully! This is Ihe final praaf. I have rerified Ihe occurory af all 9rphics shown with respect �a saes and wnlent. The specificmions nre wned and represent our order requiremeNs ezadly. I aulhorize release fo pwduction according 10 Ihis approved su6miltal. in deloils and inlolafion nclhods de pnmary elxldml uMm lo qpP�aved by: 16'-3" 3'-�" 9�-9�" �.C. _ COLUMNS O.. . i - -ry-- . _ f . i 4'-8" FR4ME O _ 9'-9'° i 1%2" STD. STEEL PIPE AT CElJTER ' .. _ _. ! - 12" O.C. (TYP) ', � ! I;I - -- ��� I � � - - - - - - j � _ . _ _ _. ,__ - — ` • -� ��—��p � 7� " � � 3 STD. ST L PIPE -- - � - - - (5) 96T12 CWHO LAMPS 11%z � 0. C. S'-7' FRAME O CABINET ELEI/ATIDN SCALE: 1/2" = 1 '-0" SHIPPING UNIT WEI�HT = 2500 POUNDS � --__..__. --- � --, --- _ _ --- 4'-9" FRAME � B A-6 � �r \ / �1� 1■� �I A I ; A- I'I � E-�_._�. --_ _i� 4 � � i ii �. . . � � � �� A A�3 i f --� (16) 48T 12 CWHO � LAMPS 12" O.C. I ' - _. I_-. .. _ _ . �/ , A A-5 ' O � (2) 6'-3` LONG 3" S1D. STEEL PIPES lA ._ -- __._ __._.j_ --- ; � 1'-6" CAP - ----_..____.... _. 3'-6" LONG 12" - " STD. STEEL PIPE t 3'-0" LONG 8" STD. STEEL P1PE � /"'�\ -- ------ _ i_. _ _. .. _ /�GINEER ,�C b � �Q�. P.�pH i� �c rn p 1,—sp �j �� N f J LL � U � U �F.J ti . . . � ' __ _'.' _ . � yJ� � O. ;� O �'. QQ�° A� •�����s���� 1051 461h Avenue Onkland, CA 94601 Phane S I OS331693 Faz 510-533-0815 Lic N314794 www. a rmwsig n ro mpo ny. com FINAL APPROVAL Work on this jo6 hus been s�opped al Ihis point ond will no� be resumed until this drawing is signed and set 6ock to Arraw Sign Company. Please review this drowing carefully! This is ihe finul pmof. I hare rerified Ihe occurary of all grphics shown with respecl lo sizes ond mnlenl. The speci(icofions ore rorred and represenl our order requiremenls ezodly. I nuthorize release lo produdion according la �his opproved suhmillal. Approved 6y Date: Jo6 Name: Bay Badminion Cenler Address: 1611 Adrion Rd. City: Burlingnme, CA Date: Dec. 12, 2007 Sales: Jason Frith Designer: Paul Brengle Design No.: 070863 Filename: 9693 Drawing No : A�2 Rer. Dote DESCaIPiIDN � ��+ O� tS� Z K ,�i/ �� O� w c�'�P . , 1s/93b Thi� u on al9inal unpu6liJKd dm.inp p�epored loryou 6y luior Sipn (o. in o sign poqmm de (1) 20 AMP 120 VOLT ELECTRICAL CIRCUIT REQUIRED fo� your busines�. li is irol lo be shown k anyono oulside d your oipunimlionoor la be reprodu� �mpied ar exhibiled in eny loihion. w= Fletirital Aeauiremenls � Cirmit number Amp load Voheg � N The harin noied elennml repuimmenn, lohrkolim deloils and imolotion methods nm uppn Im ionshuMon. urav dai no1 prmide p�imary deqrieol servke lo sign Iwol"ron. 0.esponsi6il mhni. 'LATE RINGS 11�/" O.D. .. �n 0 4'-9" FRAME ... � q � I q , -6 w 1'-6' LAP ... .._:..�. __.._..._. 3'-6" LONG '" STD. STEEL PIPE �.�6„ 3'-0° LONG 8" STD. STEEL PIPE . _�__._ _._....: . %z" STEEL _... .. � � PLATE RING i,_�p 3" (REF) RING )NG 12" STD. STEEL = COLUMN UETAIL A se,a�E: > >/2° _ �'—op _,j �z!`�-� /��"7 ��" � c.iQQo° c� .�......... 1051 461h Avenue Oukland, C4 94601 Phone 510-533�7693 Fax 514533-0815 Rev. Dale �Ei(RIPTION Eletlriml RequiremeNs INA APPROVAL Job Name: Bay Bodminton (enler — Address: 1 bl 1 Adrian Rd. Cirtuit numher Amp load Voltage Req. work an ihis jab has been t�apped al �his paiN and will no16e resumed uNil Ihis dmwing is signed and set back to Arrow Sign Ciry: Burlingame, (A CamPnny. Dale: Dec. 12, 2007 Please review fhis drawing carefully! �0��5: loSon Fri1h — This is Ihe linal praaf. Designe�: Poul Brengle I hove veri(ied Ihe a«urury of ull grphics shown wilh respect lo — sizes and mnlent. The specifimlians arc mrred and represent aur Design Na.: 010863 order requirements exadly. I authoriie release to pmduc�ian FFlename: 4693 attording 1a Ihis approved submiflal. Tha herdn Aoled elMdml requlrtmrnls, fa6ricollvn d<lals aad inlolmion methodi �rawing No: � � ���(tonadpinalanpa64eheddmwinAircporcdla.rou6yMoM5ipnG.maelpn areoppmredlmmnslm�ion.Ara�dasnNprnidepimuryd�hiealuniuto pPproved6y � �.. nm d.�ioned Icr raur huune:�. II is r,cl ta he �horn ;o anvone aNiide af vour ilpn labion. qesponsiMlky hy atFen. — 2,_�,. OA. __..._ .. _ REMOVABtE ACCESS DOORS AT T�P FOR LAMP ACCESS � _ . 2'—D" ANGLE FRAME ; , AT BOTTOM & ENDS ;; , �; . 1 '-1 �" ANGL£ . .. � � • FR4ME AT TOP ONLY � `� ,' � 3' � �..___ \ � ' X REMOVABLE 3 X 3 X 0.063" ALUM ANGLE RETAINERS CONT. 1%2 X%z" X%e" ALUh9 ANGLE . POP—RIVET TO LEXAN FACE AT TOP ONLY CONT. 1 X 1 X%" SiEEL ANGLE AT TOP ONLY DETAI L X SCALE.• 3" = 1 '-0" 4'-8" FRAME � J/a" STEEL PIPE W1TH RUBBER CRUTCH TIPS AT EA. END. BOLT TO 1Y2" STEEL PIPE AT CENlER WITH %" THRU BOLT �" 4'-9" FRAME a ONE—PIECE WHITE LEXAN FACE \ � ONE—PIECE WHITE LEXAN FACE WlTH FlRST—SURFACE FlLM GRAPHICS � X / k �OQg�Ff SS!(7n�Q�� �vg,4.���N t,��j`;�. Fy'` c� � , �Z ��+, � Nu. C 6'19"9 � STt��, \� OF CAL i /1 Gi G3 O C�In 1051 461h Avenue Ooldand, (A 9460V Phone 510-533-7693 Fax 510-533-0815 sEcrioN A SCALE: 1 " = 1 '—D" — 4 � � 2'� Z�o Job Name: Address: City: Date: Soles: Uesigner: Design No.: Filename: Boy Badminton (enler 1611 Adrian Rd. Burlingame, CA Det.12, 2007 Jason Frilh Paul Brengle 070863 9693 Drawing No : ��� � 1� -� R v. Date DES(RIPTION Eledrical Requiremenls FINI�L �PPRO�1�lL (ircuit numher Amp load Valtage Req. ork on this ja6 has heen s�apped a� ihis point and will noi 6e resumed until this drawing is signed and sel hack Io Arrow Sign — Campony. — Please review Ihis drowing carefullyl This is the finol proof. — I have verified Ihe accurary of all grphics shown wi�h resped lo _ sizes and mnlenL The speci(icalions ore corred ond represen� our arder requirements exadly. I outhorize �elease to produciian — occatding to Ihis approved suhmittol. ihe hndn sloled ektlriml raqui�emeMi, lohdmtion delaih �nd inlaklion m�ihad� This is an adpinol unpubllshed drardnp prepared lor you byArmw Apn (o. in a sipi me aPWored for mpslmd'wn.Mw does mf pmride primary eleRri�d urriu lo ppproved 6y: voomm des!aned (or vaur Euslness.li Is nal la 6e shmm lo anyvne auhiM clyour +ipn k�ma�. Rmpanmt�liry by oihue. c 2'-11�„ . COPE ANGLE� TO FIT PIPF/3/16p V . 3�_�� . . 1 �-10�` 0 - i6'-3" �D .. -� �n - .... _. 4'-7 I I 2 X 2 X 3/�6" SrEEL ANGLE (TYP) 4�_��^ _ .. . _ _.... . _ _ _ _ 9'—�' SECTION A SCALE 3/4• _ ��—on A-5 i..---- -�- -- 8'-7' _. . � 4 .3�" _ _.._ _ _ . . _ �..._; , � � .. -- O V O V.�L_� CT�CI AAI/�IC /ND� � , �^ .. I , T1'P. 3,�6-D COPE ENDS OF 3" � 3/16" v<P�PE TD FIT 12" PIPE SECTION B SCALE: 3/4' = 1'—Op A-5 '�QQD° �A% s��■•s����• l OSl 461h Arcnue Onklond, CA 94601 Phonc 510-533-7693 Fox 510�533-0815 lic q314194 www.arrowsi g nm m pa ny.co m . - FINAL APPROVAL Work on this jo6 has been s�opped at Ihis poinl and will nol 6e resumed � until this drawing is signed and sel bnck to Arrow Sign (ompany. j'— j Q� ° Please review this drawing carefullyl This is the finol proof. I I huve verified �he acmrury of all grphics shown wilh resped lo sizes und ; con�enl. The specifimlions ure rorred and represen� our order .. .. .. _ rzquirements axodly. I oulhoriie celease la produdion acrording lo Ihis approved su6millal. Approved by: oa�e: Job Nome: Bay Bodminton (enter Address: 1611 Adrion Rd. Gty: Burlingame, (A Dote: Dec.12, 2007 Sules: lasan Frith Designer: Paul Brengle Design No.: 070863 Filename: 9693 Drawing No.: A�5 Rev. Ume DESCRIPTION "� � i ` `1J \ � � ! V ! lhis a on ui iiwl un uhlished dmnin d lor 6 amr L n Co. in o �i n rom dei 9 7 9 P�epan rou Y Y A P�^9 �G�NEER loi ywi busine�s. II is iwl lo bo sho�n lo artyone ouNde ol your oiqoniralionno� l0 6e reproduce � PN b mpied w�xhi6iied in uny lo�hion. F G t�r T O y q' N � Q Eledricol Requirements �n rj �D > U w`t � � � p Circuit number Amp Load Vollage � y.+� Z a � ,� 4 p� ���W � � �� 1S/938 � ihe heain simed demiml requiremenh, lobircotion demils ond inwloiion methods me appim (m ronUmAion. Mioa daf mt p�mide piimary dtthiml urri<a lo iipn lamion. Anpamibili� mhen 0 - �4 � . DETAIL A SCALE: 1 ��2� _ ��-o� A-6 . _` (2) %2" DIA. STEEL BOLTS � 2 X 2 X 3/�6" STEEL ANGLE CLIP 1=.4" LONG 11� Ip �� � _ __ _ _ . � �COPE ANGLE 'tF"I% TO FIT 12' PIPE �,. 1" 5n O. C. ;� • (2) %2" STEEL BOLT� IPTI�ATED %2" DIA. STEEL HEX 1TS. WELD TO ANGLE FR,4ME DETAIL B SCALE 1 1/2" = 1'-0� A- 6 - 2 X 2 X Y" STEEL LIFTWG CLIP ANGLES REMOVE AFTER INSTALLAl10N. (REINSTALL BOLTS AND SEAL WITH SILICONE) L:iQQ�° A� •..■•.■.•.. 1 �51 46ih Avenuc Oakland, CA 94601 Phone S10 533-7693 Fo:51a533O815 lic @314794 wvm.o rrowsi gn comp any. c o m FINAL APPROVAL Work an lhis jab hns 6een stopped at Ihis point nnd will not 6e resumed until this drawing is signed and set 6ack to Arrow Sign Compony. Please review ihis druwing core(ully! This is the finol praof. I hore rerified Ihe occurory of oll grphics shown nith respeq lo siies and mntent. The specificofions aa rorrecl and represenl our order requirements ezadly. I outhoriie release to produdion according to this approved submillal. Appraved by: oo��: lob Name: Boy Badminlon Center �ddress: 1611 Adrian Rd. Cify: Burlingome, (A Date: Dec. 12, T001 Sales: lason Frilh Designer: Paul Brangle Design No.: 070863 Filename: 9693 Drawing No : /►�� A /\Rev. Dole DESCRIPiION — �Q \ ,� �V \� ��,j`NtGR ' * � i � � PN ^ � � � _� F? c, y L Q' J � 9 � > ''� 4 U U � d `� Z 'r� \ ���}v � 4 �1sf938 � Thu if on originol unpu66ehed dmainq prepartd lor ryu 6y fum� Apn fo. in o upn pmpmm dr lor yaui 6usinese. li is noi la 6e �hown m onyane oulude ol your orponiiolionnor io ba rryrodua mpied a erhi411ad in A�ry loshion ol Requiremems number Amp loud VollogE The Avein siaied.kmied myuinm�nn, fobri�iion dewJi and imo�•" Im moshu�tion. turw does nol prmide piimory elnhimi srnv- aihen.