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HomeMy WebLinkAboutCOMA1999-0486�1S,Gu e41d.DE 26 "S►1AL�. �IbE�JMdtTI�►�1T KEY PLAN — PROPOSED PLANS sa.�� �. �.,a.$�.lot o 4$0 euwmd eward� NHUt i PAGE 2 PAGE 3 PAGE 4 PAGE 5 PAGE 5 PAGE 7 FADE 8 PAGE 9 PACE 10 PAGE 1? PAGE 12 PAGE 13 PAGE 14 PAGE 15 PAGE 16 PAGE 17 PACE 18 PAGE 19 PAGE 20,4 PAGE 20B PAGE 21 PAGE 22 PLAN PLAN PLAN PLAN PLAN PLAN PLAN P LAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN E L EL E L EL EL EL EL E I L EL EL EL EL EL EL E t. E L EL EL EVAT EVAT EVAT EVAT EVAT EVAT EVAT EVAT EVAT EVAT EVAT EVAT EVAT EVAT EVAT EVAT EVAT EVAT ENGINEERING ENGINEERING PLAN & 0 0 oN 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VIEW, USED CARS ROW A zbu Rk3�J A�1y boa VIEW, USED CARS ROW B VIEW USED CARS ROW C S'GgS VIEW, TRUCKS & VANS ROW D VIEW, TRUCKS & VANS ROW E VIEW, TRUCKS & VANS ROW F — VIEW, TRUCKS & VANS ROW G c VIEW, TRUCK & VANS ROW H viF\n/ rRi irK w vANi¢ Rn\n/ i Z90 '2E c a llyz L^Jotzlt , SEP'AoAftre' PammilT d a1�� �� SPECIAL INSPECTIONS FORM BUILDING R CODE FOR. t e QLL Ll t-',A L f, t •-r, AND PERIODIC INSPECTIONS SHALL BE SUBMITTED OFFICIAL. A FINAL SIGNED TO THE REPORT SHALL BE SUBMITTED, STATING THAT ALL WORK REQUIRING SPECIAL INSPECTIONS L-�A Q SPECIFICAWITH THE APPROVED PLANS AND THE SPECIAL INSPECTOR SHALL BE APPROVED BY THE BLDG, OFFICIAL. LISpr4l5iLT0dL Tp �l AND SHALL BE EMPLOYED BY THE OWNER.. 6� %-L, ' :>i 2Lie-76eAt- Qad�.JI ee+4,ej;47S } ALL ON -SITE ELECTRICAL GENERAL MECHANICAL ELECTRICAL CONDUCPDRS ASSOCIATED WrrH 014 PLUMBING CONTRACTORS SHALL BE , gE LOCATED UtdDERCrROUND. VIEW, P D I ROW J REGISTERED WITH THE CITY OF GRAPEVINE, REGISTRATION FEE I3 VIEW, PDI ROW K VIEW, VANS IOW L VIEW, VANS ROW M VIEW, SMALL CARS ROW N VIEW ,SMALL CARS ROW 0 VIEW, SMALL CARS, ROW .P VIEW, COMMERCIAL VEHICLES ROW Q VIEW, COMMERCIAL VEHICLES ROW R DRAWINGS — SINGLE CANTILEVER DRAWINGS — DOUBLE. CANTILEVER ELEVATION VIEW, 30' x 40 HEXAGON PROPOSED ELECTRICAL PLAN DESIGN DESIGN SEPARATE IL lllG, MECHANICAL, ELECTRICAL AND SIGN PERMffS SHALL BE REQUIRED, CITY APPROVED PLANS SHALL BE KEPT ON ]OBSITE AT ALL TIMES, CONTRACTORS HAL CAL ORA L INSPECTIONS THESE PLANS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY IT IS THE RESPONSIBILITY OF THE DESIGN PROFESSIONAL/ BUILDING OWNER TO OBTAIN THE NECESSARY APPROVAL* FROM THE PROPER STATE AND /OR FEDERAL AGENCY i oMCECRY CITY, OF GRAPEVINE APPROVED SHEET OF APPROVAL DOES NOT AUTHORIZE ANY WORK IN OOM►LNIj WITH THE BUILDING CODE OR ZONING OROMNCE THIS PLAN TO BE KEPT ON THE B AT ,U T ES DATE Bra lk BUILDING INSPECTION DIVISION APPROVAL DOES NOT APPLY TO CONSTRUCTION IN EASE MENTS OR ON PUBLIC RIGHT-0F -WAY. ALLCHANGES MUST BE APPROVEM m i DESIGN DESIGN SEPARATE IL lllG, MECHANICAL, ELECTRICAL AND SIGN PERMffS SHALL BE REQUIRED, CITY APPROVED PLANS SHALL BE KEPT ON ]OBSITE AT ALL TIMES, CONTRACTORS HAL CAL ORA L INSPECTIONS THESE PLANS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY IT IS THE RESPONSIBILITY OF THE DESIGN PROFESSIONAL/ BUILDING OWNER TO OBTAIN THE NECESSARY APPROVAL* FROM THE PROPER STATE AND /OR FEDERAL AGENCY i oMCECRY CITY, OF GRAPEVINE APPROVED SHEET OF APPROVAL DOES NOT AUTHORIZE ANY WORK IN OOM►LNIj WITH THE BUILDING CODE OR ZONING OROMNCE THIS PLAN TO BE KEPT ON THE B AT ,U T ES DATE Bra lk BUILDING INSPECTION DIVISION APPROVAL DOES NOT APPLY TO CONSTRUCTION IN EASE MENTS OR ON PUBLIC RIGHT-0F -WAY. ALLCHANGES MUST BE APPROVEM m u, o Irk Ir r y Y ,7. `i�117 W C) '... W Of Z 5 WW oa do =W . N Lx V ~; r a In W 4�1 o� aJ Zi w z w w_ r r Y m r 0 J Y m a: � � O 3 cl 2 a O W O 0 i O a <^ ~�° =gym =o U Cr z a g o h U U O Y r STATUS DATE BY PRELIMINARY PLAN CHECKED AS -BUILT I - -- SITE DATA - Description Required Lot 1 Block J Lot Is Block 2 Lot 4 Stock 1 Lot J stock 1 Lot 1 -R Block 1 Lot Z Block 1 Total Minimum Lot Size; 30,000 s .R 276,740 201,690 160 693 .651536 202,800 51,768 968 973 Buildina Covers e: 7 455 79,116 30 134 189168- 72,014 1 21 7711 297 681 Max SuildhN Coverage: 6 27.62% 39.24% 1076% 32.71% 35.54% 35.25% 31.04% Max Im rvlous Area: 80% 209,010 76% 148 02 72% 139 032 67% 4J 92 79% 180 676 899E 7 853 77% 786,423 ao% Mlnlmum O n S -ce: 20% 24% 28% 13% 21% 11% 23% 20% Lot Width: 120 feet 506.68 445.00 674.12 350.00 312.60 377.25 NIA Lot De the 120 feet 676.32 681.50 376.48 21 .00 225.50 253.30 NIA root Yards: 26 set t 2 feet 26 feet 2 t 26 }ee! Wq Side Yards: 20 lest feet 0 feet 20 t t 20 feet 20 leaf A Rear Yard: 2 set 6 t 25 set 2Eteet 26faat 2b feet 2b /set NIA Ott Street Park 99 (Site Tota 1 0 0 106 31 299 I�X1011►14 t7Stti7 GAR fro" S161N .. � t. +4" 17 a7 "F F 07 �D' dnw O's, 9dw�M._f:� ,�..,. U6150 CARS 'N,'=e 414 4. 172 1�4�GLlC ��MG•SE'3ACC, MI �i 0 I S ?1 11647 �^ TPAMQ . pal T 00 APPROVAL DOES NOT AUTHORIZE ANY WORK CASE NAME: Classic Chevrolet IN CONFLICT WITH ANY CODES OR CASE NUMBER: CU98 -71 ORDINANCES. LOCATION: 1101 State Highway 114 West DEPARTMENT OF DEVELOPMENT SERVICES /O' S��e DATE: MAYOR SECRETARY S�Gmp Q illPa a T PLANNING AND ZONING COMMISSION DATE: SHEET: , OF C III I IBM III II0, e, AREA M A P (n.tte �StI Pas .� Pow t, 0 111 �! Tate � Is I 2. ALL MECWNICAL. AND ELECTRICAL EQ IFMENT, INa.LUM6 A11; GCWI TIUNINCI UNIT5, 5l`KL m Vt:!*A V INSTALLED, AND OPERATED TO MINIMIZE N % IMPALE OF 51.1dZom)IN6 morTim. &L 5UCH CU98-71 EQllIPMENT 5HALL X 5MENED FROM RMIC VIEW, CLASSIC CHEVROLET, TOM DURANT 3, ALL DEVELOPMENT 5HALL DE IN ACCORDANCE WPM 5EC11ON 25 "CC" COMMLNITY COMMERCIAL 12I5MCT. 1101 STATE HIGHWAY 114 WEST 9. OUTDOOR %09W *V MFU5E 05PO5AL SHALL DE LAW5C*ED AKV 50REENED FROM VIEW 1N ALCORDANCE WITH 5ECTlm5 50 AND 53, LOTS 11 R 4, BLOCK 1; LOT 1, BLOCK 2; LOT 1, BLOCK 39 5. T!•E W 0WY REQUIREMENT5 OF 5EC11ON 59 5HALL IX MET. DURANT ADDITION 6, FAt3:ING FOR 05ADLED PER50N5 SHALL DE DE5I Mtt? ACCORDING TO CHAPTER 23, 15EC710N 23-69 SITE PLAN REV DATE DESCRIPTION MENTS OR ON WBLI J? Y, ALLCHANGES me APPR mm STATUS DATE BY DRAFT /1 1027.98 FOR CITY APPROVAL. RF SHADE STRUCTURES � 12198 REVISED PER CITYREOl1EST RF PRELIMINARY DRAFr M� 02.58 9! IEyIBB)FOR8ULD9IBt939R Rf PLAN CHECKED 18001 SKYPARK CIRCLE SUITE E. IRVINE CA, 92814 AS —BUILT PH. # (949) 280 -9551 FAX N (949) 250 -9534 T} WAH 23.69 OF THE CODE OF ORDINANCE5• FILE NAME: DATE: DRAYVN BY: APPROVED BY: THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF SHADE STRUCTURES Srr. CONTENTS, 1 O 1 LL ON -9t ELECTRICAL CONDUCTOR5 A550CIATED NI? NEW CON5TRXION SHALL DE LOCATED IFJCJ�RGR,OlJnd7, CHEVROSfTE 10 -27-98 RF AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. SITE PLAN 44 <t . 0 I S ?1 11647 �^ TPAMQ . pal T 00 APPROVAL DOES NOT AUTHORIZE ANY WORK CASE NAME: Classic Chevrolet IN CONFLICT WITH ANY CODES OR CASE NUMBER: CU98 -71 ORDINANCES. LOCATION: 1101 State Highway 114 West DEPARTMENT OF DEVELOPMENT SERVICES /O' S��e DATE: MAYOR SECRETARY S�Gmp Q illPa a T PLANNING AND ZONING COMMISSION DATE: SHEET: , OF C III I IBM III II0, e, AREA M A P (n.tte �StI Pas .� Pow t, 0 111 �! Tate � Is I 2. ALL MECWNICAL. AND ELECTRICAL EQ IFMENT, INa.LUM6 A11; GCWI TIUNINCI UNIT5, 5l`KL m Vt:!*A V INSTALLED, AND OPERATED TO MINIMIZE N % IMPALE OF 51.1dZom)IN6 morTim. &L 5UCH CU98-71 EQllIPMENT 5HALL X 5MENED FROM RMIC VIEW, CLASSIC CHEVROLET, TOM DURANT 3, ALL DEVELOPMENT 5HALL DE IN ACCORDANCE WPM 5EC11ON 25 "CC" COMMLNITY COMMERCIAL 12I5MCT. 1101 STATE HIGHWAY 114 WEST 9. OUTDOOR %09W *V MFU5E 05PO5AL SHALL DE LAW5C*ED AKV 50REENED FROM VIEW 1N ALCORDANCE WITH 5ECTlm5 50 AND 53, LOTS 11 R 4, BLOCK 1; LOT 1, BLOCK 2; LOT 1, BLOCK 39 5. T!•E W 0WY REQUIREMENT5 OF 5EC11ON 59 5HALL IX MET. DURANT ADDITION 6, FAt3:ING FOR 05ADLED PER50N5 SHALL DE DE5I Mtt? ACCORDING TO CHAPTER 23, 15EC710N 23-69 SITE PLAN REV DATE DESCRIPTION MENTS OR ON WBLI J? Y, ALLCHANGES me APPR mm STATUS DATE BY DRAFT /1 1027.98 FOR CITY APPROVAL. RF SHADE STRUCTURES � 12198 REVISED PER CITYREOl1EST RF PRELIMINARY DRAFr M� 02.58 9! IEyIBB)FOR8ULD9IBt939R Rf PLAN CHECKED 18001 SKYPARK CIRCLE SUITE E. IRVINE CA, 92814 AS —BUILT PH. # (949) 280 -9551 FAX N (949) 250 -9534 T} WAH 23.69 OF THE CODE OF ORDINANCE5• FILE NAME: DATE: DRAYVN BY: APPROVED BY: THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF SHADE STRUCTURES Srr. CONTENTS, 1 O 1 LL ON -9t ELECTRICAL CONDUCTOR5 A550CIATED NI? NEW CON5TRXION SHALL DE LOCATED IFJCJ�RGR,OlJnd7, CHEVROSfTE 10 -27-98 RF AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. SITE PLAN I I R ❑ W 22' -0' USED CARS 444' -2' 444' -2" x 22' -0" = 9,772 SQ. FT. 34' -2' TYP. 13 PLCS, w TOP VIEW FRONT VIEW 22' UPPER FRAME TYP. 13 PLCS. 9'.8' DROP CITY OF GRAPEVINE SHEET OF APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLIC WITH THE BUILDING CODE OR ZONING ORDINANCE THIS PLAN TO BE KEPT ON THE JOB AT ALL TIMES DATE BY BUILDING INSPECTION DIVISION APPROVAL DOES NOT APPLY TO CONSTRUCTION IN EASE- MENTS OR ON PUBLIC RIGHT -OF -WAY. ALL CHANGES MUST AE APPROVED. w CD w fm¢pU [sue u. Q lL D N N eu 0 0 `U S N r In N a m K p Q z N DO W Nx > oa =Z w Vw LL O; W � aF o a0 V r wz U ~3 Y O mo < Qw o o° �a wa O am m d r Q nz Z � ao w� ut w rz C m Y U O � � Cm a r J fV F YU � O 3 ppZZS m o LU � F a OF T O 4 V 2 0 O cm T U (� J D W = m 0 Q O o V N� U STATUS DATE BY PRELIMINARY PLAN CHECKED AS -BUILT 2 of 22 20' -0' 20' -0• UPPER FRAME UPPER,FRAME` L L TYP. 12 PLCS, ME CITY OF GRAPEVINE JA SHEET APPROVAL DOES N0� HORZ E ANY W— ORS K^ IN oN WITH THE BUILDING CODE OR ZONING OROINANCH THIS PLAN TO BE KEPT ON acre THE JOB AT ALL TIMES By BUILDING INSPECTION DIVISfON APPROVAL DOES NOT APPLY TO CONSTRUCTION IN EASE, MENTS OR ON PUBLIC RIGHT- OFWAY. ALL CHANGES MUST BE APPROVED, m� sir~ �S 41_00 P t 9 L_ -.. r ,:l N W a a m CD �Q d En W W NIr j oa W W� HLL 03 (E_ Ban W� a o (Jj W Y w Iii z ® 00- �a w � Q � OW wm w m z o z �l h �o wTd' W w 1 � m Y O 0 m na. 1•- O J N rm Y � � JO m o 0 w A °. e � .- N Q O = U Q T °C C7 F U a m uj _ N U ~ cr Q 7 ca 0 g o o cr OJ U U o rr U STATUS DATE BY PRELIMINARY PLAN CHECKED AS —BUILT 3 of 22 v 2/ -0f d. e° 49 L ., ME CITY OF GRAPEVINE JA SHEET APPROVAL DOES N0� HORZ E ANY W— ORS K^ IN oN WITH THE BUILDING CODE OR ZONING OROINANCH THIS PLAN TO BE KEPT ON acre THE JOB AT ALL TIMES By BUILDING INSPECTION DIVISfON APPROVAL DOES NOT APPLY TO CONSTRUCTION IN EASE, MENTS OR ON PUBLIC RIGHT- OFWAY. ALL CHANGES MUST BE APPROVED, m� sir~ �S P t 9 L_ -.. r ,:l N W a a m CD �Q d En W W NIr j oa W W� HLL 03 (E_ Ban W� a o (Jj W Y w Iii z ® 00- �a w � Q � OW wm w m z o z �l h �o wTd' W w 1 � m Y O 0 m na. 1•- O J N rm Y � � JO m o 0 w r J � .- N Q O = U Q T °C C7 F U a m uj _ N U ~ cr Q 7 ca 0 g o o cr OJ U U o rr U STATUS DATE BY PRELIMINARY PLAN CHECKED AS —BUILT 3 of 22 351-4 3/8' L TYP. 11 PLCS• 4 351-4 3/8' L TYP. 11 PLCS• 201.00 20/ -0' l 8 / -01 DROP CIITYY OF GRAPEVINE 2A !S !S I �J V L SHEET OF APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONF I WITH THE BUILDING CODE OR ZONING ORDINANCE THIS PLAN TO BE KEPT ON THE JOB AT ALL TIMES DATE BY' BUILDING INSPECTION DIVISION APPROVAL DOES NOT APPLY TO CONSTRUCTION IN EASE MENTS OR ON PUBLIC RIGHT -OF -WAY. ALLCHANGES MU RE APPROVED. m Lu LL Q � X •Ik CON SIDE VIEW he4o fr. L ♦� W a z d v v w W 201.00 20/ -0' l 8 / -01 DROP CIITYY OF GRAPEVINE 2A !S !S I �J V L SHEET OF APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONF I WITH THE BUILDING CODE OR ZONING ORDINANCE THIS PLAN TO BE KEPT ON THE JOB AT ALL TIMES DATE BY' BUILDING INSPECTION DIVISION APPROVAL DOES NOT APPLY TO CONSTRUCTION IN EASE MENTS OR ON PUBLIC RIGHT -OF -WAY. ALLCHANGES MU RE APPROVED. m Lu LL Q � X •Ik CON trl he4o fr. L ♦� W a z d v v w W Izz M ` LL 0 L' FK La w VJ a o a�. H LID U ( ~3 Win � N ® o w Q 8 * w a. N~ 0z I=i QJ gi }}a Gi 1 � � m U� O o ffl a r °d O J 04 m Q O U 3 F m O ► 3 � F O r O } ^ r N J 0 Z Q I O '- �. j IZ oll/ I SL-� w FF C FRONT VIEW 22' UPPER FRAME TYP, 11 PLCS. k F LOGO DIMENSIONS TYR 2 PLCS, 49' DROP CITY OF GRAPEVINE SHEET OF APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICS WITH THE BUILDING CODE OR ZONING ORDINANCE THIS PLAN TO BE KEPT ON THE JOB AT ALL TIMES DATE BY BUILDING INSPECTION DIVISION APPPnVAL DOES NOT APPLY TO CONSTRUCTION IN EASE- MIN I " L �N PUBLIC RIGHT -OF -WAY. ALL CHANGES MUST RE AP�HOVED. m w FF TYP, 11 PLCS. k F LOGO DIMENSIONS TYR 2 PLCS, 49' DROP CITY OF GRAPEVINE SHEET OF APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICS WITH THE BUILDING CODE OR ZONING ORDINANCE THIS PLAN TO BE KEPT ON THE JOB AT ALL TIMES DATE BY BUILDING INSPECTION DIVISION APPPnVAL DOES NOT APPLY TO CONSTRUCTION IN EASE- MIN I " L �N PUBLIC RIGHT -OF -WAY. ALL CHANGES MUST RE AP�HOVED. m w P Q v r. et It y �..'. i LOP U W �z W Z W a t; a OI .. W a �2 W xx N F Ww Q LL 03 H u K fro a N rx- J a0 U r Wo It) 0 W W oo W U Wm T W m a. r 2 � J a� 1 Wa w_ r M m U W i m 1- O J N Y m cc O LL w m N aF O O T Q r 4 zz T 0 = cc 0 O Y 111110 ¢ > (7 J F— o W m =. U u p Q (�� N Z w O N rn �] 3 o ~ p 0 0 0 2 U STATUS DATE L BY PRELIMINARY PLAN CHECKED AS -BUILT 5 of 22 1 TRUCKS AND, VANS FRONT VIEW 20' -0' 20' -0' UPPER FRAME UPPER FRAME L L I' 450 DROP Y in UJI O N u O U K O ly�j 0> L U O U b X. U z W 0 U O ZaU co U cn f Y �i U in G N ac II Z j a tO� U W OO S O Lj $ �z uwu� z c�c�J o a o us 91 o CITY OF GRAPEVINE SHEET OF APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICV WITH THE BUILDING CODE OR ZONING ORDINANCE THIS PLAN TO BE KEPT ON THE JOB AT ALL TIMES .. _ DATE BY _ - - - - - BUILDING INSPECTION DIVISION _ - - - - APPROVAL DOES NOT APPLY TO CONSTRUCTION IN EASE- . MEN �' 'J PUBLIC RIGHT -OF -WAY. ALL CHANGES MU57 RE APov ,vFD m �i m a a �►' �r:1r,77� LIP A > t8 A W a A u. Q �o U cy W LJ a Z O� W w Li z z W ow W Ir rz F LL 03 Wo � W way N 0. ai. T U ~3 Y Q w W o � W ® as} W �S (n W m m a z~ z En a UP w w 1 M ° Lu O CD a ad J cm W Y m cr O 3 � W m a ° T N O0 % O Z Q DO ` U Z 2 Q N >� U Q a: Q T w W 0 go10-m � 0 :3 o U U a cc U. STATUS DATE BY PRELIMINARY PLAN CHECKED AS —BUILT 6 of 22 +' 1 TRUCKS AND VANS }Q� CA = 2 W .. _. ^ W U O L 00 Vl tai U N N O _ O Z C ri Ix m Z l7� 2 Z Z� ( I , �z W vuijy ILL ass —o 388' -0" x 40' -0" = 15.520 SO. FT. 35' -3 1/4' TYP. I1 PLCS. s o 4 ILI ,, w --- - -- - - -- ----------------- - - -- —_ _----------------- - - - - -- 29' DROP La 0. °` wZ Z 5/8" DROP o� w O; TYP. 11 PLCS. y uj_ VIEW �.. ate_ U o ¢ � xt .. - 6 W N 20' -0' 20' -0' W za UPPER FRAME UPPER FRAME .. F& Q �a N W r WW m a o nz gin wr W N W i LU V W CD a CL a F- 0 J N uo UY m a: O 3 m W o 0 0 a °zd 4 3 Y Z U '' •> = m Q U o t =L U Q cr ¢� pp U r Z LL W 0 CITY OF GRAPEVINE ' g ° p 0 _ is t3 IS l3 H U V E D U U J �y 0 STATUS DATE BY SHEET OF APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT PRELIMINARY WITH THE BUILDING CODE OR ZONING ORDINANCE THIS PLAN TO BE KEPT ON PLAN CHECKED THE JOB Al ALL TIMES RATE BY AS -BUILT / I E W - - - - _ BUILDING INSPECTION DIVISION APPROVAL DOES NOT APPLY TO CONSTRUCTION IN EASE- . - - MENTS OR ON PUBLIC RIGHT -OF -WAY. ALL CHANGES MUST O� /7^ . - - - - BE APPROVF L -0. L . L o u ; o � rn O /n o N O f 9 ° W L n = W Z U N p F V m N Q obi U N O I z; o S20 � :3_ LAJ w 0- w & _ TYP. 11 PLCS. 20' -0' 20' -0' UPPER FRAME UPPER FRAME L L 25' DROP CITY OF GRAPEVINE 4` A OVED .. - SHEET OF APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICJ WITH THE BUILDING CODE OR ZONING ORDINANCE' _ THIS PLAN TO BE KEPT ON THE JOB AT ALL TIMES .. _.. DATE BY - - BUILDING INSPECTION DIVISION _ APPR VN Prkk S NOT APPLY TO CONSTRUCTION IN EASE Ml I'. t: : P,IPLIC RIGHT -OF -WAY. ALL CHANGES ISUS'f„ aE AP 'PL DA,FU- , m w o Q fh" I)RS L J J V! Wa N U cy =4 pl wLa IwoW Z Va z W qk Ill X cn w ct Oct LL CL :n S Q w U a0 Q U dW 10 Q °w cvj ® & r W 019 iL v% O Z Ila g a w� 1 � yGl Y U 0 � O CD °d F- O J L Y L) m 3� m o wi Z O p ; co T �Q := o j Z O Q O = O , N a cc j Q O 2 m p T U Q ¢ F ~ n o O w e U) N g s o 0 STATUS DATE BY PRELIMINARY PLAN CHECKED AS —BUILT 8 of 22 NP. 11 PLCS, 20' -0' 20' -0• UPPER FRAME UPPER FRAME a Q '4 21' DROP CITY OF GRAPEVINE AT ID1 V E ID SHEET OF APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE THIS PLAN TO BE KEPT ON THE JOB AT ALL TIMES DATE BY BUILDING INSPECTION DIVISION APPRC'r \1. POES NOT APPLY TO CONSTRUCTION IN EASE= MLIJ I:: UIV PUBLIC RIGHT -OF -WAY. ALLCHANGES MUST RE APPROVED. m u, 03 a v. a c 2' -0' a Q '4 21' DROP CITY OF GRAPEVINE AT ID1 V E ID SHEET OF APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE THIS PLAN TO BE KEPT ON THE JOB AT ALL TIMES DATE BY BUILDING INSPECTION DIVISION APPRC'r \1. POES NOT APPLY TO CONSTRUCTION IN EASE= MLIJ I:: UIV PUBLIC RIGHT -OF -WAY. ALLCHANGES MUST RE APPROVED. m u, 03 o � 1V f nOso eoonecs - ^- ��mo t ? II U J WN a U) a m° U cQ c„ _ W vlc� 1 wa Lr (Az W (Aw `` a 0 3 FW- L� m W V1 a � 0 U w0 W W ZC3 ® F N � '- Q w w m CL r O 0 Z `Z Z N ago w� w LO'S M m U O 'o J R m a °d H O J N Y z O 3 F O W m o � T y 0 z 0 OD j Q Y 2 Q 0 N = O O Y p U U Q I. ¢ F. m m .- Z f O co �� U U V STATUS DATE BY PRELIMINARY PLAN CHECKED AS -BUILT 9 of 22 d ' 36' -1' w TYPE 12 PLCS, FlAr 9 IEW ; t 23' IDROP CITY OF GRAPEVINE APPROVED godt. OF APOAU�'AL A€'O N ®T AUTNORIZE ANY WORK IN CONRJCV VAtFi i 11L IWIL®INO COO[ OR ZONING ORDINANCE TIA1E ?SAN TO BE KEPT ON WE J®B AT AM nMES �Fy1L�RYA �rmw awl ®IIDW As u�fi w rF0 a1mN3;>ra�r r,� �� ffn:, F - �1 �,; �:�t>�afiw aau.�w>Ywra�sroF,u1 =,T, o Q � x f L� E r1 EJ 1 8 W a a N ¢ , Lu Z w V v Q a. Z � W Q Nw 4cr 0i LL � 7 L¢ Xw a fA h INN W J o a� H q) o _31 U0 r; y O a N it 3 W ® a. ZO Z N UW uuj �- ww m N r IL r �Qz H Z l< ago N w 1 r M � Uf O o T loftm O J N > LL 2 U m O ~ Q f!1 m /HOO T O Q V l FO O U Z w *' O OJ > U y to o = z � U a Q LC t` Q co D) to r l 3 2 aim o U V D� r V STATUS DATE BY PRELIMINARY PLAN CHECKED AS -BUILT 10 of 22 ROW „i„ PIDIII 343' -0' TOP VIEW Y � � W 3 V (n 0 N rj U n = N Z i0.1 U «c. 0 oc o N e 7 V) Z v 0 0 .�i U p w ' r Z zF I $ 20' -0' 201 -0• c 2M DROP " 1 _1 FRONT _VIEW 20' -0' UPPER FRAME 20' -0' UPPER FRAME SIDE VIEW CITY OF GRAPEVINE 44 pPR ®vED"hol SHEET OF APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT, WITH THE BUILDING CODE OR ZONING ORDINANCE THIS PLAN TO BE KEPT ON THE JOB AT ALL TIMES WE_ _ _ _ BY 1WILD NIPi INSPECTION 011ASION AP''r, NOT A -vV.Y TO CONSTRUCTION IN EA>E- I _ Ir, R"T -�* -WAY. ALL CHANGES MUST OF A+°rrcv^D W cc I let U C�• IF U S UI W° a� of Q 7d U N = u, w W N5 Z ww � cr oa Ilk =w N W �ig LL 03 7 0.w V1 W J CL W� CL U Q +' � O 0 SH U W ~3 Y w N U Q zo OO ® W U w ww w m c0 d NO Z 4 (n< ao w� w 1 M m o U uj m a. LT r O J N Y m It O z � m Q w o O a O rn H r J Q = U Z N O 0 o = m o _ U c Q o: r U H Z m w O co CD i>u U J O D: M U STATUS DATE BY PRELIMINARY PLAN CHECKED AS -BUILT 11 of �22 22 /.0# I umur TYP. 9 PLCS 9" DROP CITY OF GRAPEVINE �L�� (a V g1EET OF -- _ - - M"WAL 08 NOT AUTHORIZE ANY WORK IN CONFLICY _ VM THE BUILDING CODE OR ZONING ORDINANCE THIS PLAN TO BE KEPT ON THE JOB AT ALL TIMES DATE By l lwlNR INSPECTION OIVI *N APPRIVAL OOES NOT APPLY TO CONSTRUCTION IN EA"F� *kI&JC RIGHT-OFWAK ALL CHANGES MU. T m m m x o �Y a C? D N N S Q ra¢9* O YJ^ tee ��,• s H a T 7� N W� _z W v Q QZ V j( = {W... 4w. W LL O; ag W UWW1 a � J &ate r Q � O W zFS U m ~3v Y it o W �W UOo } 'Q ® O Z K Y rD W y `.' U ULU r Q Wm 0. r CL v, � O y ZZZ1 W 1 N m U O d CD a °d F- O J N LL Z U cc x O 3 H m W a 0 DO O T rn T O 3: U Z N o F = m Li _ a d U ¢ d r Q r r O fU/_i a CD d cr ° ° ''' O _ L) U U U LL STATUS DATE BY PRELIMINARY PLAN CHECKED AS -BUILT 12 of 22 \ / A N 1 h FRONT VIEW UPPER FRAME * 7 e CITY OF GRAPEVINE � ? lS R 0) SH[[T OF APPROVAL WEB NOT AUTHORIZE ANY WORK IN CONFLICL WITH THE BUILDING CODE OR ZONING ORDINANCE THIS PLAN TO BE KEPT ON THE JOB AT ALL TIMES DATE BY BUILDING INSPECTION DIVISION APPROVAL DOES NOT APPLY TO CONSTRUCTION IN EASE- MEN F; 1,R 1. N PtIRLIC RIGHT -OF -WAY. ALL CHANGES MUST RE APPPOWED. 1 m i ?s !i U p�p55 D ec> ,� P�/p J f A T Utv14 � � J' Wv m w it W ai 10 N U V°-1 �N w co cn aw' z w 5; Q Vz N� xlkx LU LLI_ �.■ ° a� U Q � i U `3 Y 4 � w 0 w W a. N a. io ®°& N U_ .rc v am O az °z o a a z wQ w w 1 � m Y U q �+ O � m CL `r 1- O J fV YU m Q O 3 m o W O v r O rn r Q r 0 W1 Y z N r = O < >0 O ltl = m O UZ) U Fw. Q ; U Q f r 1" r z J 1 lil O fA 30 3 O F- _ U u O cr U STATUS DATE BY PRELIMINARY PLAN CHECKED AS —BUILT 13 of 22 ROW. „M„ 165' -0" 20' -0" TOP VIEW FRONT VIEW 20' -0' UPPER FRAME 20,_0• UPPER FRAME CITY OF GRAPEVINE A � � OVED SHEET OF APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLIC/ WITH THE BUILDING CODE OR ZONING ORDINANCE THIS PLAN TO BE KEPT ON THE JOB AT ALL TIMES DATE BY BUILDING INSPECTION DIVISION APM''WAL DOES NOT APPLY TO CONSTRUCTION IN EA' I MF:\' \R ^V PUBLIC RIGHT -OF -WAY. ALL CHANGES MU_ ." RF y.` 1 I m W 93 r t 1 1• � h) .1 On %lY I�. �J a cv N W Di U �o W N. z Ww V 5 W LL3 W (O Ld CL � o U G o _m o aU 00 ® N Uw Em r Wm a 0z T 0z ai (n ZQ Ul J ao uj N W M m Y U O � m H O fV LAW Y m OJ h m W O 0 a � r O VJ f T 0 3 Z a = 0 t" x v o Q W z Co ° Z V y ¢I h F< n U r Z w j g o 0 888 o U U J ° m I. STATUS DATE BY PRELIMINARY PLAN CHECKED AS -BUILT 14 of 22 R W 22, // N // CARS 84' -0' 4 1/2' DROP ELEVATINN n 22' UPPER FRAME I . 22' ]P ELEVATINN D L11G1 A V J 0 . 27' DROP ELEVATINN DIMENSIONS TYR 2 PL �j CHITTY TOFF G�(RA�PEEVIIIt* Jl I Lill �J V e !!1/ B"mT OF APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLI04 WITH THE BUILDING CODE OR ZONING ORDINANOE THIS PLAN TO BE KEPT ON THE JOB AT ALL TIMES DATE By BUILDING INSPECTION DIVISION APPROVAL DOES NOT APPLY TO CONSTRUCTION IN EA(;r.- MEN'f° OP ON PUBLIC RIGHT -OFWAK ALLCHANGES MU! T, BE AVf)t! wLp m S Q .r X11 I ✓ ri j 11 o 8 �z Q ?N C4 W Z V) .. Q ww o z �z Fw- ui w LL O; 0 u� trw a V) o a� U ° U w wo N WD a ^ °EL ® m UEL pw, w m O NO z W ao wQ ° w 1 � m Y U m Cc H O J N Y m cc � O W m OD 0O T O r W 7= O O U N cc W = [n a Q U Q ¢� U Q H U) o � 0 o 1L U U J 0 x U LL STATUS DATE BY PRELIMINARY PLAN CHECKED AS -BUILT 15 of 22 i I ROW TOP VIEW s• DROP A ELEVATIQN 20' -0' UPPER FRAME 20' -0' 20' -0' 'Q9 'Op &ILEVATIQN 20' -0• UPPER FRAME %0 I 0� ELEVATION U tow CITY OF GRAPEVINE SHEET ID APPROVAL DOES NOT OR ZE ANY WpRK 1(N 0 FLICQ WITH THE BUILDING CODE OR ZONING ORDINANCE THIS PLAN TO BE KEPT ON DATE THE JOB AT ALL TIMES BUILDING INSPECTION DIVISION App ,nvnl DOES NOT APPLY TO CONSTRUCTION IN Ent. Mt "'') RON PUBLIC RIGHROFWAY , ALL CHANGES MUST SIDE VIEW RE Apr)Hj)VED. 1 Ea w oQ� v � �l Jf a ag 0) it wZ a U wL DO Z W6 Iz W ¢ 4w D V) C a w lion J r w r Q � aj O 2H a W C4 ® °of ULJ m O. NO oz z (n U) ao w7d w_ 1 � m Y 0 0 J 0: fa H O J C4 Y Q (� z m 3 D o 0 3 � � v 0 0 29 N O0 3 U z U = 0 0 a 0 J t O I C d U H IT al Q ¢ N r g o 8 .5 0 U U J 0a: U LL STATUS DATE BY PRELIMINARY PLAN CHECKED AS -BUILT 16 of 22 ROW „P„ TOP VIEW 97' -3" CARS 97' -3" x 40' -0" 8' -0" x 20' -0" = 39890 = 360 SQ. SQ, FT. FT. TOTAL = 4,250 SO. FT. — 17•. DROP FRONT VIEW 20!_01 UPPER FRAME TYP, 4 PLCS. 20' -0' UPPER FRAME GTY Of GRAPEVWE Ap UVEn awu� aF AM*,**ILGM NG11 oWt QE AM WOW wC NM *" ®1Y RDRIO CODE 0R ZOwm 0 ww A*'cE THIS PLAN TO BE KEPI mil THE J08 AT ALL TM ES Y111LD N6 01spaxtOw •wimm rv%t% M0f AiPfKlN T2,Q&wSAwOCT10N IN EASE- ,' ; 1!c ��9►�wwwr�y Auc�uwc�s�auus- WE �- m ui o 9 t; r �q �s y Wa I�z U N W Z ww V 2 oa �z tnlz W � W LL. 0% cr log Lw L7 a INE ° ao 2 w x� U a ~3 Y N c w a wi a}. 03 z o °Q_ ®Y W G7 U K r w w m a azz az wa w 1 M m Y 0 0 ° J m r H 0 J GV Y LL m o O W 0 � 0 r N Q O �y 3 Y Z 0 GV T 0 = 0 0 a m p o = U cc Q N ¢ cc � W cb r 0 �' .- co 3 o U U v STATUS DATE BY PRELIMINARY PLAN CHECKED AS —BUILT 17 of 22 ROW // Q // TOP VIEW COMMERCIAL ,VEHICLES 269' —IO' 33' -8 3/4" 269' -10" x 22' -0T = 5,936 SQ. FT. TYP, 8 PLCS. 22 / —Od ----------------------------- --- - -- 44" DROP FRONT VIEW 22' UPPER FRAME TYP, 8 PLCS. J1'1JL V 1L. VV 8/ ' -8 1/2' CITY OF GRAPEVINE SHEET OF APPROVAL DOES NOT AUTHORIZE ANY WORK IN CON"] WITH THE BUILDING CODE OR ZONING OROINAMGE THIS PLAN TO BE KEPT ON THE JOB AT ALL TIMES DAM sY KoLDIN0 INSPEGTIQN olvw N AhPROVk DDES NOT APPLY TO C0ftMARION M rtX*k MIENTSORONpomria14emtvOi^ ^Yt%AILLQNA*psM6tt k APPROVIMs to i TOP VIEW COMMERCIAL ,VEHICLES 269' —IO' 33' -8 3/4" 269' -10" x 22' -0T = 5,936 SQ. FT. TYP, 8 PLCS. 22 / —Od ----------------------------- --- - -- 44" DROP FRONT VIEW 22' UPPER FRAME TYP, 8 PLCS. J1'1JL V 1L. VV 8/ ' -8 1/2' CITY OF GRAPEVINE SHEET OF APPROVAL DOES NOT AUTHORIZE ANY WORK IN CON"] WITH THE BUILDING CODE OR ZONING OROINAMGE THIS PLAN TO BE KEPT ON THE JOB AT ALL TIMES DAM sY KoLDIN0 INSPEGTIQN olvw N AhPROVk DDES NOT APPLY TO C0ftMARION M rtX*k MIENTSORONpomria14emtvOi^ ^Yt%AILLQNA*psM6tt k APPROVIMs to O r; > i 7 N � a r 0 N n FZ O Q N 7 N U _ W 07 �N N K it O1 ww a V ¢ U) w 3t F .IL 03t CLX o d5 r LO __ U Y w vl W a � zo ® go U W OW win (r c Ww m d NO r Z gEn 1 aZ Na w � m Y m O J 04 Q UJI 0 a 0 > OD OD r > r Q 70 V- Z 3 W N r O a o W I m A U Q U FW- Q ' Z 0 w 0 g s o�0 U U; J U a v STATUS DATE BY PRELIMINARY PLAN CHECKED AS -BUILT 18 of 22 - ROW „R„ TOP VIEW 20' -0" 201 -0# FRONT VIEW 20'-0' UPPER FRAME ,. `.. I". TYP, 8 PLCS, UPPER FRAME SIDE VIEW- CITY OF GRAPEVINE UV19D SHEET OF APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICS WITH THE BUILDING CODE OR ZONING ORDINANCE THIS PLAN TO BE KEPT ON THE JOB AT ALL TIMES DATA' BY BUILDING INSPECTION DIVISION APPROVAL DOES NOT APPLY TO CONSTRUCTION IN EASE• MENT'3 oP 9N PUBLIC RIGHT-OF-WAY. ALL CHANGES MUST .. BE APPROVED. Q Q y�y Q N N O 1 ew ' O 7 snegacm:c " ;_I ll yr S N a C4 co Ld H Z IQ; �N W qT > m wa 2 U)z W Nw wo < LL O; 5 cW w fA o a� U � w o xj: CID Y 0 aW N o0 ® N it 4 8 Ww M OD a wo oz QQJ z N ao w¢ w_ 1 tl m Y U O p m H O J N > LL Y m cc gco W Q W m U v LLT Q r W O 00 O T J Im �0�yyy = U ZO r W O a cc - ] C7 J F- o W = m p 2 V Q U �� FW cr N Z a: lii � STATUS DATE BY PRELIMINARY PLAN CHECKED AS -BUILT 19 of 22 3 22' -0,i 0 0 t t�� FrzAA+E � $ 00 TY ; U O U W 2 w Z W p In o y ZZ O z 39 N i - Z 17 4 w uyi 4 5 1 GENERAL NOTES: a 1. ALL STEEL TO CONFORM TO ASTM SPEC A -36 OR m TO ASTM SPEC A -572 GRADE B (50 KSI) AS NOTED. 2. ALL WELDING TO CONFORM WITH AMERICAN WELDING SOCIETY STANDARDS. ALL WELDS TO BE 3/16" FILLET E70XX ELECTRODES UNLESS OTHERWISE SPECIFIED Q 3. ALL FOOTING REBARS TO BE 60 KSI STEEL. N 4. CONC. FOOTING TO BE f'c =3000 PSI FOR DOUBLE CANTILEVER AND 4000 PSI FOR SINGLE CANTILEVER. O �! i 5. ALL CONSTRUCTION SHALL COMPLY WITH THE UNIFORM BUILDING CODE OF 1994. 6. UNIT IS CALCULATED AT 90 MPH WINDLOAD. SINGLE CANTILEVER SIDE VIEW i I UN SHELD METAL ARC VIEWMO NOTE PERIMETER POST NOT SHOWN C.1 t�1L� [�a/ GE n DING TOP MO BOTfCN 2 FOR CLARITY. 13 D REFER TO DETAIL, E FOR `O _ CITY OF GRAPEVINE E70XX LOCATION AND MA DESCRIPTION �i1 V� F.P. 4 I ' ID ® `` E-70V ` MKfT OF N"OVAL DOES NOT AUTHORIZE ANY WORK IN CONFUC)I W&H THE BUILDING CODE OR ZONING ORDINANCE e7oxx THIS PLAN TO BE KEPT ` PT ON 1' -4 7/16• - any C 2 (WELDED INSIDE T11E JOB AT ALL TIMES 5 , � 3 PLACES i" LONG WElAE1 2 DATE BUil6 13 1 2 PARTIAL PLAN VI EW EQUALLY SPACED) —� PIG INSPECTt APrP ON Ot 2 CANOPY FRAME 23 ' STEP #1 MLV,4: V41 Dngi cYiPKwR70 CONSTRUCTION IN EASE. A.1 15 20 MEIY: ("VAK ALL CHANGES FAUST 7 9/16' __ ! ; 71/214 3 23 END PLATE ROUND PLATE 3/8" THK. x 1 7/8'4 II t t/2• F.P. 4 �` 2' / 22 FLAT BAR 1/2"X 4" STEEL A36 8 5/8" �� -_ -�- \a 21 W HEX /NU BOLT LOCK WASHER 1/2'1 X 1 1/2" LONG. S.S. I CIZ7o5 -x 11/2' xro� -x 2 — - 20 FLAT BAR 3/8' x 4' STEEL (AM) 11 3/ Q" 4 12 E7aoc 19 FABRIC COVER POLYETHELENE KNIT SIDE VIEW 1 ' /'b" 18 CABLE CLAMPS 3/8' CABLE CLAMP 7 2 17 3/400 X 12' LONG. A325 W /NUT AND LOCK WASHER 2 VIEW D -D ^ • 1 TOP STEP #2 A 16 ANCHOR ASSEMBLY 3/4 "0 x 12" LONG - 15 W EYE NU GLAND LOCK WASHER 5/8 "0 X 4 1/2' LONG. S.S. C.1 C.2 sC�t F 14 PERIMETER CABLE 3/8 00 GALV. CABLE RAFTER AT POST DETAIL B RAFTER BRACE AND TOP RIDGE ATTACHMENT C TRUSS ATTACHMENT- SINGLE N. r. S. A N. r. S. N r'5' 13 INTERNAL CONNECTOR 3 1/8.0 -11 GA. STEEL TUBING. E.1 ,�ql 1 12 FLAT BAR 3/8" x 1 1/2* STEEL A36 SONOTUSE : 11 GUSSET 1/2"00 FLAT BAR STEEL PEVJMETER Post 14 xlas• 10 10 FOOTING TIES #2 TIES { �000 �? 9 FOOTING REBARS #5 REINFORCEMENT BAR e' 11 18 14 - - - _ ' � - , SIDE VIEW 8 CLOSE END PLATE 1/4" z 4" ROUND PLATE (A36) ' -- - I Q1 1 I.- 1 1 rJ � -� � 1 it 4• x 12' x 3/40 THK. 7 CONNECTOR PLATE 11 ! i!, ! I 1 CAM6 16 2 i , , I STEEL PLATE (A36) ' E.2 Z SINGLE CANTILEVER 15" x 15" x 1/2" STL 11 t i - -.•. 1 - ' I I �' 20 PROVIDE EACHCH Ii5 6 BASE PLATE EMBED (A36) -x 4 PARTIAL PLAN VIEW 12 - s;;;a_ 4 I ( _( _ _ SINGLE CANTILEVER 2 /e0e- 12 GA GALV. OF DOUBLE CANTILEVER TRUSS 3 21 I �� N 16 I i I 1 I s 5 WEB MEMBER TUBING w.t LO - ,� 14 1 I I 11 16 .� 4 SINGLE CANTILEVER 4 "0 x 8 -GA GALV. 16 - I I I i I .10 '��� TRUSS MEMBER TUBING j W709 -x I I I i I <e u> 1 7/8 "0 x 13 -GA GALV. -� 4 /Ie 3PLC3.ONLY �� t 3 PERIMETER POST TUBING TUBING 3 1/2 "0 x 11 -GA GALV. L 1a,_ •�.. «J 2 HIP RAFTER TUBING �• �' E•2 VIEW - "� 1 SINGLE CANTILEVER POST 10" SQ. x 1 /2" TUBING HIP RAFTER TO TRUSS 5CAX (� DOUBLE CANTILEVER FABRIC ATTACHMENTS SINGLE CANTILEVER FOOTING DETAIL N 5. F No NOMENCLATURE DESCRIPTION CONNECTED DETAIL N. r, 5 . uj m Z O � k t C? d N N s l i � l U a c%j 0) Ld o 0 U N W ir- W 0 Z vw V 1 .. wW oa 4kx W �G `` 6 W I LL. I- 0 3 w W U3 m 0 D U *- (L LLj o Ua7 r3 = WO �w W cy o0 ® Q. w Wm rn W m CL ma r 0a 0 Z V! 0 o. ZoZ WQ (n w m m U� 0 m cc r 0 J u• In cc FF U Z j m Cl W Z rn DID H a p N O r• T Q N J o U Z W m f~ z = O U Q Q U F' u w OD Co N N W O g 0 Z ttyy 2 V U r J D U) .0 LL STATUS DATE BY PRELIMINARY PLAN CHECKED AS -BUILT 20A of 22 I- Y O U1 m Lu 3 ;Z Q: 20 -a 20' a' o I � 0$ w an d ft X lPMk7 FRAMs LrMt "AW T W Z of y -_ 18 � IS I s •a U U7 = 3 U D z 0 N U 0 4 2 4F < I I I �o a. y`W S a~a as V U J d N Q O I 4 a 1 - GENERAL NOTES: 1. ALL STEEL TO CONFORM TO ASTM SPEC A -36 OR TO ASTM SPEC A -572 GRADE B (50 KSI) AS NOTED. 2. ALL WELDING TO CONFORM WITH AMERICAN WELDING SOCIETY STANDARDS. ALL WELDS TO BE 3/16" FILLET E70XX ELECTRODES UNLESS OTHERWISE SPECIFIED Q 3. ALL FOOTING REBARS TO BE 60 KSI STEEL, o a 4 Ins 4. CONC. FOOTING TO BE f'c =3000 PSI FOR DOUBLE CANTILEVER AND 4000 PSI FOR SINGLE CANTILEVER. F 5. ALL CONSTRUCTION SHALL COMPLY WITH THE UNIFORM BUILDING CODE OF 1994. 6. UNIT IS CALCULATED AT 90 MPH WINDLOAD. LI I n J (,t J Lam:+v U DOUBLE CANTILEVER SIDE VIEW N Cry GRAP&M MUST USE WaD WTK AM WB.DM a TOP AMBOTM NOTE PERIMETER POST NOT SHOWN tmm,64 � ' FOR CLARITY. /� W$rHIINEsU�X00C�UM A REFER TO DETAIL E FOR 2 ow ae�lvar ow0lRaa d Ug o ro eE K�1'r ®Iw E70XX LOCATION AND MATERIAL DESCRIPTION p / 13� �'L AN U a Z) N THE J08 /2• F.P. 4 — _ aM>t� ABT AtL TIIIIE5 > o a auw oL o aG nsPEI W AfapLv ro cowsr+.Q aN mwa LLI x (n � 9E Afrrisv.7. +NT -Of Np�>I A(�`W 03 -4 I= Ix E1oxX 26 ANCHOR ASSEMBLY 1/2 "0 x 12' LONG J -BOLT y Ld _ 1 3 25 2 Rroc (WELDED INSIDE FLAT BAR g ~ i 2 3 PLACES 1" LONG WELDED 2 25 3/8" x 4" x 6 1/2" STEEL (A36) U o 111 T 15 PARTIAL PLAN VIEW EQUALLY SPACED) W 2 2 A.1 + OF CANOPY FRAME END PLATE ^ U 01 ; ' "' A.1 -' -� 4 24 ROUND PLATE 3/8 THK. x 1 7/8 0 O W STEP #1 - - -- ¢ N a W 23 FLAT BAR 1 /2"X 4" STEEL A36 Q 0 W 1 1/20 E70)N 71/ 2" a a r= � 8 22 HEX BOLT 1/224 X 1 1/1 LONG. S.S. rn 0� F.P. 4 5; e" 2 W /NUT AND LOCK WASHER W m 21 EYE NUT WITH LOCK WASHER 1/2" S.S. a W o ERl05 -X II/2' `F� -- -- -- zz 4 20 FABRIC COVER POLYETHELENE KNIT 2 .n 23 SIDE VIEW 12 �\ 19 CABLE CLAMPS 3/8" CABLE CLAMP a o e70V W 22 \ 18 HEX BOLT 3/4 "0 X 9" LONG. A325 W W NUT AND LOCK WASHER x • 2 17 EYE BOLT 1/2 "4 X 8" LONG. S.S. 4 HEX BOLT, VIEW D -D 16 W NUT AND LOCK WASHER 5/8'4 X 4 1/2" LONG. S.S. TOP STEP #2 15 W EYE NUOAND LOCK WASHER 5/8'4 X 4 1/2" LONG. S.S. ri Cal C.2 14 PERIMETER CABLE 3/8 "0 GALV. CABLE U W TRUSS ATTACHMENT- DOUBLE �" ° N. r. s. A RAFTER AT POST DETAIL FN . r. s. g RAFTER BRACE AND TOP RIDGE ATTACHMENT sclv.e (�' 13 INTERNAL CONNECTOR 3 , /s "0 -„ GA. STEEL TUBING. m 12 FLAT BAR 3/8" x 1 1/2" STEEL A36 ~O J E.1 r Teeposr saeloTUeE 11 GUSSET 1/2 "W FLAT BAR STEEL iv U. crr�E PE f31rE1ER CPt3LE 1- Y 10 FOOTING TIES #2 TIES N m o 2 3 2 14z e" , 20 v7^ FOOTING REBARS a 11 , 22 95 REINFORCEMENT BAR 3 W 8 CLOSE END PLATE 1/4" x 3.1/2" ROUND PLATE (A36) O Q 0 W 1�1 N O 1 _ - 21 _ T1 16 12i 1 i 4 i 1 s _ 14 " ; ::; SIDE VIEW ' 4 ' ' i 7 E CONNECTOR PLATE 4• x 12" x 3/4" THK. 0 I U zz ° ti STEEL PLATE (A36) ¢ _ O •.. 7 � � 1 =� 1 � C7 J H 3 1 f1 14 . Z 6 DOUBLE CANTILEVER 12" x 12" x 1/2" STL. = i efi 0 Q rRro,.x 4 E.2 CmLf 19.. 2 \\ i, ' ' PROVIDE BASE PLATE EMBED (A36) T V Q Q I- U N �Ib� 1 \\ I I I I 8 EACH #5 n- ►- �~ w r �.1 O 16 - \ . �. _ , , , , DOUBLE CANTILEVER 2 3/800- 12 GA. GALV. co In N m L_ vlelecroarEr , cre�aMna 9 WEB MEMBER TUBING nr; 4 Pt cs. , 26 L _L� 0 c O� o 23 PARTIAL PLAN VIEW 3 1a 6 r J a a 4 DOUBLE CANTILEVER 3 1/2"1 x 11 -GA GALV. 1L OF DOUBLE CANTILEVER TRUSS '` `. ` 22 18 TRUSS MEMBER nr. 4 P1 cs. 1 Q ` TUBING 3 Ekws -x .0, 1 3 1 7/8 "0 x 13-GA GALV. STATUS DATE BY PERIMETER POST TUBING 4 (M) 3„ , •% TUBING PRELIMINARY 3 1/2 "0 x 11 -GA GALV. PLAN CHECKED 2 UPPER FRAME TUBING TUBING E" 1 E.2 VIEW - IT 7' SQ. x 1/4" TUBING AS -BUILT 1 DOUBLE' CANTILEVER POST TUBING HIP RAFTER TO TRUSS xx� 5C&E n p n D DOUBLE CANTILEVER FABRIC ATTACHMENT E DOUBLE CANTILEVER FOOTING DETAIL F N "o° NOMENCLATURE DESCRIPTION 20B �f 22 CONNECTED DETAIL N. r. s. N. f.5. N. r. s. 9 1 i REI�NFORCEMENT� I 1 I POCKET FABRIC SLIT FOR CABLE 1 1'I 2 FABRIC ATTACHMENT �, ' i � i ' 000* �. . SECTION D"D TOP VIEW NOTE: ENDCAPS TYP. ALL POSTS 10 PLCS. �` �. 15' -0'� xXE A L PEAK POST DETAIL 5µ5. 3 TYR 3/11 � �� o FABRIC REINFORCEMENT—A,, I FABRIC sur ,,`✓ i� / . POCKET FABRIC ATTACHMENT 1 3 nr. POCKET —�` , 3/16 FABRIC OR CABLE k` 1 6 2 1 / RE' IINN'FORCEMMT�� � 14 13 3 B FABRIC ATTACHMENT SECTION E-E RAFTER & FABRIC ATTACHMENT �5. E xAU CN. T. 5. FABRIC ATTACHMENT O cv „ � r SECTION F+ N. r. s. F =m 17 W .N I i �yi i I VIEW - "r P; Hillom: td -u9 ,�u n Ilk I FOOTING DETAIL 3 Z ; rc v W I. _ = W ? U O N Z < J V a N 1 O C 7a LrsJ api U N O ` z 3 s ° o U 4 Z G I I! Y `WN (W<� l`aj d 1a1 W a CL — U U FFO-- FFO-- 6 O GENERAL NOTES: 1. ALL STEEL TO CONFORM TO ASTM SPEC A -36 OR TO ASTM SPEC A -500 GRADE B (50 KSI) AS NOTED. 2. ALL WELDING TO CONFORM WITH AMERICAN WELDING SOCIETY STANDARDS. ALL WELDS TO BE 3/16" FILLET E70XX ELECTRODES UNLESS NOTED OTHERWISE. 3. ALL FOOTING REBARS TO BE 60 KSI STEEL. 4. CONC. FOOTING TO BE f'c =3000 PSI (IF REQUIRED) 5. ALL CONSTRUCTION SHALL COMPLY WITH THE UNIFORM BUILDING CODE OF 1994. 6. ITEMS 1 THRU 4 IN TABLE ARE MADE WITH GALVANIZED GATORSHIELD TUBING BY ALLIED TUBE AND CONDUIT 7. UNIT IS CALCULATED FOR 80 MPH WINDLOAD. CITY OF GRAPEVINE 4A P� UV SHEET D APPROVAL DOES N`�OT AUTH� IZE ANY W N- 8 W ITH THE BUILDING CODE OR ZONING ORDINA14CC THIS PLAN TO BE KEPT ON DATE THE JOB AT ALL TIMES BUILDING APPR')VAL DOES INSPECTION DIVISION MENTS,;7tt.,,, PUBIOTAPPLY -o CONSTRUCTION IN Be APftftOV�'O, C RIGHT- OF.WAY. ALL CHANGES MUSIg 22 JANCHOR ASSEMBLY 1/2 "0 x 12" LONG J —BOLT 21 HEX BOLT, FLAT WASHER, 5/8 "0X 6 1/2" LONG BOLT LOCK WASHER, & HEX NUT STAINLESS STEEL 20 POST SLEEVE 5 "0 PIPE SCH. 20 JAW TO JAW TURNBUCKLE 5/16" x 4 1/2" GALV. (McMASTER) PN 1032518 19 FF —T -791 B, TYPE I,FORM 1 800# WORKING LOAD LIMIT EYE TO JAW TURNBUCKLE 5/16" x 4 1/2" GALV. (McMASTER) PN 1031895 18 FF —T -791 B. TYPE I,FORM 1 800# WORKING LOAD LIMIT JT ZINC PLATED —HEAVY DUTY #3250 — 2" x .262" DIA. DEE RING ASTRUP) HEX BOLT, FLAT WASHER, 5/8 "0x 5' LONG BOLT LOCK WASHER, & HEX NUT STAINLESS STEEL S.S. PEAR SHAPED 3/8 "0 x 4 1/2 20 15 CHAIN CONNECTOR (McMASTER) PN 3712T35 1850# WORKING LOAD LIMIT 4 S.S. CHAIN CONNECTOR 3/8 " 0 x 3 1/8 0 (McMASTER) PN 8947T28 1585# WORKING LOAD LIMIT 13 TAB 3" x 3" x 3/8" STL. (A36) 12 PLATE 3/8" x 4 "0 STEEL 11 CROWN SLEEVE 4 "0 8 GA. GALV. STEEL TUBING 10 CABLE CLAMPS 1/4" CABLE CLAMP (4 PER UNIT) 9 FABRIC COVER FIRE RATED FABRIC COVER MESH, POLYETHELEN£ 8 FOOTING REBARS 4 2 BARS 4 —PLCS. 16„ 1 W/ 2 (1 /4'� TIES. 7 CABLE 1 /4" 1/4'10 GALV. CABLE — 7x 19 7,000 BREAK STRENGTH s LOCKBWASHER,T& HEX WASHER, NUT (A307x 131TPI LONG BOLT 5 EMBED PLATE 12" x 12" x 1/2" STL. PLATE :5) (A36) 4 PEAK POST 3 1/2 "0 x 11 —GA GALV. TUBING 3 PERIMETER BAR 3 1/2"0 TUBING GA GALV, 2 POST 5 "0 x 7 —GA GALV. TUBING 1 HIP RAFTER 3 1/2 "0 x 11 —GA GALV. TUBING N"5 G N "o.. NOMENCLATURE DESCRIPTION m L, O � '� 13 v et, Gj'C� r (r1044*u (i 1 ` J O U W a f� W V) Q z DO La NW V v g pa l_ Nk Fr 3 tW- r0 Law x O cr 6 U r IA Ip o i i-' U Y WO W N z o ®Y CL FQa W U W D) Q Wm NH r � �Zff zi ao Na W 1 i M m Y U m Oui 3 F- Y j m CC ZQ U OC I- co W m > � r U 0 a W m W O) Q :- ML O Y 2 0 N 5 J � U' o m I O P ~ W 0 x U Uc U O ci U. STATUS DATE BY PRELIMINARY PLAN CHECKED AS —BUILT 21 of 22 WARNIN -!I! UNDERGROUND UTILITIES EXIST THAT ARE NOT SHOWN ON THE PLANS CONTACT ALL UTILITY COMPANIES ,Sc OWNER PRIOR TO DIrGING. A M M A A A A A A A A M M M- - -- -M - - /- A M M C - C C C. C C C C C r j fi — - -- —~ -- — M M A M E - T - B $� B j -- b B B - 2 HA-7 - - C C. ` 1. C A\ t TIMER - _ C B _ i i B - r __ -- E - - - -. TIMER PL -16 _ \C C C C C C PL -8 C j c - HA 5 C 3 F TIM I C C C C c I C ER `2 _ it — — — C— — "C C G 1 C j '_ -. r _ E T - - - PIMER C C G C C C C A 2 r. - -. -- ... __ — - - PL-15 C I - T I _- - - TIMER C 0 �_ $ B I B B /` REMOVE l6) 1000W LAMPS, (3) POLES r Mq I + A — $_ x C- 3 RFyp + i C C\ -i f C 4L' C L $ B.. B - - B - IA A of `� 1 B -- - - -- - - -� q A 1 — REMOVE '181 IOOOW LAMPS AND (9) POLES C - S - -fi- T- - -'t - TIMER O C-3 `)p 1 PL 13 ------ - - - --. �k T - - B " BLDG "C" � I -B � � C A C 1 �= 1 v 1 t BLDG „F., TIMER I $ B B B I B F/ (F C Its 2 1 1 r-- _— _— _— ___ --T -. C t I BLDG B B r . T _ ... _. TIMER 2 PL -6 t 1 B 13 $ B B B $ B C_3 1 A L /' �A 1 REMOVE LIGHTS AND POLES IN THIS AREA C TO ALLOW INSTALLATION OF NEW C � - — JA C C IIV -, A 1 I D BLDG ' E" - - -- 11MER ; ' ^ 0 1� C -- - — _ - -»_ - -. _ 1 � >w wp g $ / C c o ,C BLDG "D" T B TIMER 2 1 � B 6 I B B� 6`I T3 $ i B T 1 `' X11 1 (` C \I BLDG "A° Lill — 1 i` QfY of GRAPEVINE ;c DIVED i c !HEFT. OF y A C y V 1�A APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT 1lrlTli THE BUILDING CODE OR ZONING ORDINANCE B B 1 ?HIS PLAN TO BE KEPT ON PC z B PL-2 _ 1 THE JOB AT ALL TIMES -3 PL-4 C -3 ILDINO INSPECTION Oil / — — — _ . J) 3) THIS CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS REOUIRED TO CONNECT ELECTRICAL POWER TCj ALL EOUIPMENT. 4) ALL WIRING. CONDUIT, LABOR AND MATERIALS NOT SHOWN ON PLAN, BUT NECESSAR FOR (Y_>MPLETE AND PROPER OPERATIONS OF THE ELECTRICAL SYSTEM SHALL BE CONSIDERED AS PART OF THE ELECTRICAL CONTPACTURS RESPONSIBILITY 5) EXISTING PANEL SPACE/BPEAKER TO BE USED UI CIRCUIT NEW Ll(_HTS 6) ALL WORK PER CURRENT N E,C. & CIT'i OF GRAPEVINE. 7) THE CONTRACTOR SHALL VISIT THE .JOB SITE PRIOR TO SUBMITTING A BID 8) EXISTING UNDERGROUND CONDUITS & WIRE THAT FEEDS LIGHTS Ti-) BE REMOVED MAYBE UTILIZED TO SUPPLY NEW LIGHTS. PROVIDE MEGA -OHM TFSI nF AN r LONDUCTORS TO BE RE -USED. 9) RUN NEW EXPOSED CONDUIT NEAT & TIGHT AGAINST TENT STRUCTURES RI_IN FULL SIZE GROUND & ("ROUND EACH STRUCTURE, 10) CONDUCTORS SHALL BE SIZED TO ALLOW NO MORE THAN 37 DROP IN VOLTAGE. 11) ELECTRICAL CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES & OWNER PRIOR TO DIGGING, APPROVAL DOES'I1OT APPLY TO CONSTRUCTION4N EASE, NORTH MENT:� kJ ^UN PUSL SRIGHT.OF•WAY. ALL 71GES MUST (K SITE LIGHTING PLAN 9EAPrerTVF_D. , A BUILDING DESIGNATION SCALE: 1 50' -0" PANEL - CIRCUIT-- LA -12 DESIGNATION C 3 SWITCH THRU CONTACTOR DESIGNATION ELECTRICAL NOTE`E BY SYMBc E (J FIND CIRCUIT WITH AVAILABLE CAPACITY. (2� SWITCH LIGHTS THRU EXISTING TIMER. LIGHT FIXTURE SCHEDULE MARK MOUNTING LAMPS - DESCRIPTION AND MODEL NUMBER A POLE LIGHT - EXISTING TG REMAIN B SURFACE (1) 150W MH. LITH .NIA VP4C 150M I�0 C SURFACE (I) 15CW M.H LITHONIA 'I 150M 27' FILE JOBS \98509 \509_UI DWG ovill -0411 CLINT HULSEY W ••81081 - ",4 2 -12 -q9 CITY OF GRAPEVINE ELECTRICAL PERMIT APPLICATION PERMIT 1 BLDG PERMIT f `'r(i bb DATE ' c2 ( / JOB ADDRESS DESCRIPTIr WWRK: PROPERTY OWNER sS'�L ®� CONTRACTOR ADDRESS k,�.. ADDRESS CITY, ST, ZIP - CITY, ST, ZIP PHONE NUMBER l�'lj) Y7 IZO d PHONE NUMBER (0r -7) (r/>7 TYPE OF OCCUPANCY BLDG AREA ISQ- FT) PERMIT FEES AMOUNT DUE I. R -3 1- 749 425.00 (MINIMUM) SINGLE FAMILY, DUPLEX, 750- 1,199 $37.50 TOWNHOUSE 1,200 -1,500 447.50 NEW CONSTRUCTION & ADDITIONS 1,501 - 1,750 $57.50 (PER UNIT) 1,751 -2,000 $62.50 2,001 - 2,250 467.50 2,251 -3,000 $72.50 TOTAL SQ. FOOT 3,001 -3,500 $77.50 UNDER ROOF 3,501 -4,000 $82.50 S 4,001 + $90.50 11. R - 1 APARTMENTS (ONE PERMIT FOR EACH 750 - 20,001 - 20,000 50,000 $ 25.00 + $45.00 + .03 SQ. FT. .029 SQ. FT. BUILDING) 50,001 - 100,000 $95.00 + .028 SQ. FT. 100,001 -200,000 $195.00 + .027 SO. FT. 5 200,001 + 4395.00 + .026 SQ. FT. III. A, E, I, d R -1 HOTELS, DRINKINGIDINING, I- 501 500 -100,000 $ 25.00 4 12.00 + .027 SQ. FT. EDUCATIONAL, ASSEMBLY, 100,001- 500,000 $412.00 + .023 SQ. FT. S INSTITUTIONAL 500,001 + $912.00 + .022 SQ. FT. IV. B, F, H, M, S (EXCEPT ABOVE) 1 - 500 $ 25.00 OFFICE, RETAIL, WHOLESALE, GARAGES, FACTORIES, 501 5,001 - 5,000 - 100,000 $ 25.00 $ 30.00 + .010 SQ. FT. + .009 SQ. FT. I� WORKSHOPS, SERVICE 100,001 -500,000 $ 230.00 + .007 SQ. FT. S STATIONS SHELL BUILDINGS 500,001 + $1,230.50 + .005 SO. FT- V. ANY OCCUPANCY GROUP, VALUATION OF WORK ALTERATIONS, SHELL 50- 500 525.00 COMPLETIONS. 501 - 1,500 $30.00 1,501 - 3,000 $38.00 3,001 - 5,000 $48.00 5,001 - 50,000 X .00578 + $20.00 50,001 - 100,000 X .00462 + $78.00 VALUATION OF WORK $ 100,001 -500,000 X .00347 + $193.00 4 500,001 + X.00231 + $773.00 VI. MOBILE HOME SERVICE $25.00 TEMPORARY POLE SERVICE $2500 SWIMMING POOLS $25.00 5 I HEREBY CERTIFY TH THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING TO THE 0 UMENTS APP ED BY THE B LDING DEPARTMENT AND IN COMPLIANCE WITH THE CITY OF GRAPEVINE CODES REGULATIN C STRUCTI IS ANY VIOLATION OF A CODE RDINA VERS D THAT THE ISSUANCE OF ITV OF GRAPEVINE. THIS PER DOES NOT GRANT OR AUTHORIZE � - I �lJ ,AdIUTURE OF CONTRACTOR �T T PRINT NAME P 0 BOX 95104, GRAPEVINE, TEXAS 76099 (817)410 -3165 4 -7 -98 O: %FORMIELECTRIC.PM7 t� ) 0 G CITY OF GRAPEVINE BUILDING PERMIT APPLICATION PLEASE PRINT FEB 2 41999 PERMIT NUMBER DATE OF ISSUANCE - L JOB ADDRESS / /�/ S/�i /� ,9P�V /i✓E 7'X. 6oS LEGAL DESCRIPTION LOTak# BLOCK / z 3 SUBDIVISIOND T DA /T QN PROPERTY OWNER ^/,' CONTRACTOR 5;r'4'6'� 3;Rtfc'rt QEq ADDRESS 110 -Arc Hr.✓Y. llzz ADDRESS X90/ ' C EVAAUST,QWL "eZVb CoicEY ✓�z, i X 76 o.e 4V- CITY, ST, ZIP X( X ✓IAJF rx /60S/ CITY, ST, ZIP PHONE NUMBER (p/') 42 / , lail n, y PHONE NUMBER FAX NUMBER (9 /%) (�� / • /p© USE OF BUILDING OR STRUCTURE �/t O S FO>� CGES /V L TOTAL SQ. FT UNDER ROOF CONSTRUCTION VALUE coo FIRE SPRINKLERED (CIRCLE ONE) YES NO DESCRIPTION OF WORK TO BE DONE�u /LA C7X 11C7- 6 -S M CA`eW C44S I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING TO THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND IN COMPLIANCE WITH THE CITY OF GRAPEVINE ORDINANCES REGULATING CONSTRUCTION. IT IS UNDERSTOOD THAT THE ISSUANCE OF THIS PERMIT DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR ORDINANCE OF THE CITY OF GRAPEVINE. I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICA ON$ ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY. AND THAT THE DESIGN PROFESSIONAL/ OWNER IS RESPONS O OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY($). c7o rl^l 4E;Vlogji L SIGNATU F OWNER OR CONTRACTOR PRINT NAME TO BE COMPLETED BY BUILDING INSPECTION DEPARTMENT fCONSTRUCTION TYPE I OCCUPANCY GROUP �j I DIVISION ?j I ZONING l!� APPROVAL TO ISSUE: PLUMBING ELECTRICAL �1 [� MECHANICAL SETBACK FRONT Z LEFT RIGHT 7 REAR BUILDING WIDTH BUILDING DEPTH PERMIT VALUATION PLAN REVIEW APPROYgEz,r5F DATE,*3nlg#1 WATER AVAILABILITY RATE SITE PLAN APPROVAL DATE9018 - SEWER AVAILABILITY RATE FIRE DEPT DAT / BUILDING PERMIT FEE 3 �4 S. S� PUBLIC WORKS DEPT ATE �IFi " PLANS REVIEW FEE 3% • SS HEALTH DEPT DATE LOT DRAINAGE INSPECTION FEE APPROVED FOR PER DATE . TOTAL FEES LOT DRAINAGE SUBMITTED APPRVD TOTAL AMOUNT DUE S� P 0 BOX 95104, GRAPEVINE, TEXAS 76099 (817)410 -3165 0:\ M \BUILDING.PMT Fe v DECEMBER 21, 1998 MEMO T0: BUILDING DEPARTMENT TECHNICAL STAFF FROM: SCOTT WILLIAMS, BUILDING OFFICIAL SUBJECT: BUILDING CODE INTERPRETATION: SHADE STRUCTURES We are receiving an increasing number of requests for the use of permanent or semi - permanent shade structures. Often these canopies are to be used at car dealerships or for covered parking at a business. These structures shall be classified as S3, S4, or U1 occupancies in accordance with Chapter 3 of the 1994 Building Code. Allowable areas, building separation, distance from property lines, and roof covering materials shall comply with the appropriate section of the code. If the materials for the canopies is consistent with Appendix Chapter 31 for membrane structures, these provisions may be used as an alternate method. This will allow the use of a membrane that does not necessarily meet the roof re covering requirements. Please note that combustible membranes le mater ails retardant treated) shall be classified as Typ e shall be classified as Type IIN. Fire retardant treated materials are not noncombustible. All code requirements shall be met for the particular r As an alternate to the preceding requirements, the following interpretation may be used: Shade structures need not be considered as buildings provided all following requirements are met. Shade material shall be porous so that heat is not trapped under the structure. The membrane is constructed of inherently Class I flame spread materials. (not just fire retardant treated) Any site plan issues (such as an amended conditional use) are met. Planning Department and Fire Department approval is required prior to the fiance of permits for any shade structure 0 1svAmem1221