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HomeMy WebLinkAboutSP2017-05A S y PART 1. APPLICANT INFORMATION Applicant Name: JMK Development Group - Tommy Ehrenberg Applicant Address: 905 Trophy Club Drive, Suite 204 City/State/Zip Trophy Club, TX 76262 Phone No. 817-846-2480 Email Address tommy.ehrenberg yahoo.com Applicant's interest in subject property, Developer PART 2. PROPERTY INFORMATION t:1 i fit nl m o SITE PLAN APPLICATION '• Fax No. Mobile Phone 1817-846-2480 Street Address of subject property a�5 ®t �S"�p rle H K uiti,i i 1 Legal Description: Lot [5 Block I " Addition The Gatehouse in Grapevine Legal description of subject property (metes & bounds must be described on 8 1/2" x 11" sheet Size of subject property: acres2.49 Present zoning classification CC Community Commercial Distri< Proposed use of property JDay Care Facility Zoning ordinance provision requiring a conditional usel PART 3. PROPERTY OWNER INFORMATION Property Owner Project Hand up - Lisa Rose Prop Owner Address 670 Westport Parkway City/State/Zip JGrapevine, TX 76051 Phone No. 1817-437-7777 Fax No. ❑ Attach a final plat, or replat, of the approved subdivision by city council showing property boundary lines, dimensions, easements, roadways, rail lines, and public rights -of way crossing and adjacent to the tract ( 1 blueline copy) ❑ if a master development plan is required, attach a statement showing the proposed use substantially conforms to the master development plan. ❑ Submit a site plan showing all information required by Section 47. E., Site Plan review requirements (see attached requirements). ❑ Provide alt required information demonstrating compliance with all conditions imposed on any conditional use, site plan zoning, or conditional use zoning. All site plans must conform to the approved concept plan. Any changes to a site plan, approved with a conditional use or a conditional use, can only be approved by city council through the public hearing process. PART 4. SIGNATURE TO AUTHORIZE FILING OF A SITE PLAN ommy Ehrenberg Print Applicant's Name The State of ITexas County of Tarrant Applic s Signature Before me (notary) V\A�XJ� w �y�-- on this day personally appeared (applicant) Tommy Ehrenberg known to me (or proved to me on the oaW of card or other document) to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed. (Seal) G* r m hand and seal of office this day of February A.D. 2017 MACKENZIE t. ROSE Notary Public, State of Texas My Commission Expires November 26, 2017 Notary In and For State of (Lisa Rose ( / / 4-49-1 Print Property Owner's Name Property Owner's Signature The State of Texas County of Tarrant Before me (notary)on this day personally appeared (applicant) Lisa Rose known to me (or proved to me on the o th of card or other document) to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed. (Seal) Given under my hand and seal of office this day of February A.D. 2017 `�CKENZIE L. ROSE "if JPublic,Stole of Texas,remission ExpiresNotary in and For StatTexas �vetnber 2b, 2017 Albert Tri plett From: Bryan K. Parker Sent: Friday, February 10, 2017 5:38 PM To: Albert Triplett Cc: Randie Frisinger Subject: CU17-01, CU17-02, CU17-03, CU17-04 Albert, Please feel free to share the fire department comments for CU17-01 through CU17-4 CU17-017-Eleven- No fire lanes marked on plan. Emergency fuel shut off for gas pumps are not shown on plans. Existing fire hydrants are within allowable distance for fire department water supply. CU17-02 San Daniele- post occupant loads in seating areas. Sprinkler heads and fire alarm devices for moved and added walls will need to be correctly spaced to fire code with third party technical assistance review. Type 1 hood system will require fire department plan review, approval, permit, test and inspection. CU17-03 Mason & Dixon- post occupant loads in seating areas. Sprinkler heads and fire alarm devices for moved and added walls will need to be correctly spaced to fire code with third party technical assistance review. Type 1 hood system will require fire department plan review, approval, permit, test and inspection. CU17-04 & SP17-05 The Gatehouse in Grapevine (daycare) -1. Fire sprinkler system and fire alarm system will be required. Fire department access products will be provided by Knox. FDC 5" stortz with 30 degree elbow and FDC must be located within 100ft of hydrant. Required signage for riser room and FDC. Please feel free to contact me should you have any further questions. Regards, Bryan K. Parker 1 Asst. Fire Marshal 1817.410.4421 1 bparker@grapevinetexas.gov This message may be confidential and/or privileged. If you are not the intended recipient, please notify the sender immediately then delete it - you should not copy or use it for any purpose or disclose its content to any other person. Internet communications are not secure. You should scan this message and any attachments for viruses. Under no circumstances do we accept liability for any loss or damage that may result from your receipt of this message or any attachments. 13 11 FEBRUARY 24, 2017 • 'e •11.0 •- •• - •• • -• •• - • - • - 1e1T.TA0;r0Ta7*"1U• • All Sheets In lieu of the signature block provided please use the signature block below. SITE PLAN CITY OF GRAPEVINE APPROVED APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. PLANNER I DATE I SHEET.., OF DEPARTMENT OF DEVELOPMENT SERVICES MINIMUM SIZE 3" X 4" THIS SIGNATURE BLOCK MUST APPEAR ON EACH PAGE OF THE SUBMITTAL AND FINAL REVISIONS. NUMBER EACH SHEET AS PER EXAMPLE BELOW: SHEET 1 OF 4; SHEET 2 OF 4; SHEET 3 OF 4; SHEET 4 OF 4, ETC. Please add the site address of 2501 Stone Myers Parkway to the signature block of all each sheets. Dimensional Control Site Plan Please add the adjacent zoning to the north, south and east as "CC" Community Commercial District. Within the Updated Lot Summary Table please revise the minimum open space from 15% to 20%. • If an on -premise sign is proposed, please show the location. The required setback for an on -premise sign is ten (10) feet from the property line adjacent to Stone Myers Parkway. On -premise signs will require an approved sign permit from Building Inspections. • Please provide the total occupant load. 0:\ZCU\2017\SP17-05\SP17-05.1.doc 1 • Please add the following note to the dimensional control site plan: o Light fixtures including the base shall be mounted no higher than 30 feet in height. Landscape plan (sheets 1-1.01 & 1-1.02) • Please change the lot and block from Lot 3, Block 1, to Lot 5, Block 1. Elevations (sheets 4.00, 4.01 & 4.02) • Please change the lot and block from Lot 3, Block 1, to Lot 5, Block 1. • Please remove the Trophy Club information from the title block. • Please provide the percent masonry of the entire structure exclusive of doors and windows and label the exterior material of proposed building. • Provide the elevation of the refuse storage area screening device including the gate. Refuse storage areas are to be screened by a solid wall or fence one (1) foot above the dumpster not to exceed eight (8) feet. • Please provide a graphic in addition to the numeric scale. • Mechanical and electrical equipment, including air conditioning units, are required be designed, installed and operated to minimize noise impact on surrounding property. Please illustrate how the mechanical and electrical equipment will be screened from Public view. Preliminary Engineering Please note the following Engineering/Public Works comments and direct all questions to Paul Lee — Senior Civil Engineer and platting questions to Cristin Turner — Civil Engineer at 817.410.3136. • No utility plan shown with the project. • Utilities shown on the preliminary grading plan are incomplete. • The Sanitary sewer shows to discharge to the east toward the creek. Provide sanitary sewer plan with adequate design to show the sewer can be routed under the creek. • All commercial services are required to discharge into a manhole and be a minimum of 6". Indicate off site easements required. • The fire hydrant shown on the south side of the building is on too long a dead end run. Provide a public water loop around the building and bore another connection under Stone Meyers parkway. • Revise the contours to show the bank of the creek at the appropriate slope. 0:\ZCU\2017\SP17-05\SP17-05.S.doc 2 • This headwall is entering at a confluence of 2 creeks. Provide erosion protection along this bank to protect the day care form future creek erosion. • Show access easement for driveway connection to the south. The north driveway is shown is too close to the intersection of Prospect Parkway. • Provide pedestrian access easements and move the sidewalk to the back of the curb returns of the driveway to make the ADA ramps meet PROWAG standards. • A replat is required for the subject site. Please note the following Fire Department comments and direct all questions to Randie Frisinger — Deputy Chief or Bryan Parker — Assistant Fire Marshall at 817.410.4400. • Fire sprinkler system and fire alarm system will be required. • Fire department access products will be provided by Knox. • FDC 5" stortz with 30 degree elbow and FDC must be located within 100ft of hydrant. • Required signage for riser room and FDC. i{•Z11i1' I]IMS_III •mm, 00 • N Please submit the revised documents to the Department of Development Services at 200 South Main Street. The revised submittal shall include: Two (2) unfolded and unbound blackline copies of each sheet, (minimum size 22" x 34") If you have any questions please contact Albert L. Triplett, Jr. at (817) 410-3155. O:\ZCU\2017\SP17-05\SP17-05.1.doc 3 U i t� �> Iia \ \ II\CIVIL ENGINEERS — PLANNERS — SURVEYORSARSHALU March 20, 2017 Mr. Albert L. Triplett Jr. Planner II City of Grapevine 200 S. Main Street Grapevine, TX 76051 RE: Gatehouse in Grapevine — SP 17-05 Dear Mr. Triplett: Thank you for your review of the above referenced site plan. We have revised the site plan and are resubmitting it for approval. Below are our responses to Staff comments on the 1st review. For your convenience the responses are shown below the original comments. Dimension Control Site Plan & Preliminary En2ineerinL, Comments 1. In lieu of the signature block provided please use the signature block as provided by staff. Signature block has been updated to the provided block. Please add the site address of 2501 Stone Myers Parkway to the signature block of all each sheets. The address has been added to the signature block on each sheet. 3. Please add the adjacent zoning to the north, south and east as "CC" Community Commercial District. The adjacent zoning of "CC" Cornnlunity Commercial District has been added to the north, south, and east. 4. Within the Updated Lot Summary Table please revise the minimum open space from 15% to 20%. The Lot Sunnnary Table has been updated to revise minimum open space to 20%. If an on -premise sign is proposed, please show the location. The required setback for an on -premise sign is ten (10) feet from the property line adjacent to Stone Myers Parkway. On -premise signs will require an approved sign permit from Building Inspections. The on premise sign has been added to the site plan. 6. Please provide the total occupant load. The total occupant load has been added to the summary. 7. Please add the following note to the dimensional control site plan: • Light fixtures including the base shall be mounted no higher than 30 feet in height The note for light fixtures has been added to the dimensional control site plan. TEXAS • 2405 Mustang Drive • Grapevine, TX 76051 • 817.329.4313 TENNESSEE • 6074 Apple Tree Drive • Memphis, TM 381 I5 • 901.881.9188 ARIZONA • 4809 E. Thistle Landing Drive, Suite 100 • Phoenix, A2 85044 • 602.218.7285 COLORADO • 8400 E. Prentice Ave. • Greenwood Village, CO 80111 • 303.459.4861 Mr. Albert L. Triplett Jr. Gatehouse in Grapevine, SPI 7-05 March 20, 2017 Page 2 of 3 8. No utility plan shown with the project. ''The utilities are shown on the dimensional control site plan and preliminary grading plan sheets. 9. Utilities shown on the preliminary grading plan are incomplete. Updates have been made to the water, sanitary sewer, and storns drain lines. The plan should now be complete. 10. The Sanitary sewer shows to discharge to the east toward the creek. Provide sanitary sewer plan with adequate design to show the sewer can be routed under the creek. The routing alignment and connection point of the proposed sewer line to the existing is now being shown on the preliminary grading sheet. The proposed sewer line does not route under the creek. 11. All commercial services are required to discharge into a manhole and be a minimum of 6". Indicate off site easements required. The proposed sewer line has been changed fi-om 4" to the nninimi.mn 6". A sewer easement has been added. 12. The fire hydrant shown on the south side of the building is on too long a dead end run. Provide a public water loop around the building and bore another connection under Stone Meyers parkway. A public water loop has been added around the building and connected to the existing water line on the north side of the site. .No bore is needed since there are two connection points to the existing water line along the Stone Myers Parkway. 13. Revise the contours to show the bank of the creek at the appropriate slope. The contours FlOng the bank of the creek h ve ben revised to reflect existing conditions. 0 6 `� 14 This headwall is entering at a confluence of 2 creeks. Provide erosion protection along 6f - this bank to protect the day care form future creek erosion. The existing erosion protection has been added to the plan. Additional protection for the proposed headwall is also shown. claa 15. Show access easement for driveway connection to the south. The north driveway is shown is too close to the intersection of Prospect Parkway. An access e 7 ement Inas been added th uth driveway connection'Irz - �" 16. Provide pedestrian access ea ements and move the sidewalk to the back of the u b returns of the driveway to make the ADA ramps meet PROWAG standards. A note has been added to the site plan indicating that rannps are to be built according to TXDOT standards, and a pedestrian easennent will be added to the final plat if needed. 17. A replat is required for the subject site. A replat has been submitted. 0 T - Landscape Comments 1411 �U4 4jto- C� 18. Please change the lot and block from Lot 3, Block 1 to Lot 5, Block 1. The lot and block information has been revised. TEXAS • 2405 Mustang Drive • Grapevine, TX 16051 • 811.329.4313 TENNESSEE • 6014 Apple Tree Drive • Memphis, TM 38115 • 901.881.9188 ARIZONA • 6909 West Ray Road, Suite 15 • Chandler, Al 85226 • 602.218.1285 COLORADO • 8400 E. Prentice Ave. • Greenwood Village, CO 80111 • 303.459.4861 Mr. Albert L. Triplett Jr. Gatehouse in Grapevine, SP17-05 March 20, 2017 Page 3 of 3 Architectural Elevations Comments 19. Please change the lot and block from Lot 3, Block 1 to Lot 5, Block 1. The lot and block information has been revised. 20. Please remove the Trophy Club information from the title block. The reference has been removed. 21. Please provide the percent masonry of the entire structure exclusive of doors and windows and label the exterior material of proposed building. The masonry percentage has been added as requested and exterior building material has been labeled. 22. Provide the elevation of the refuse storage area screening device including the gate. Refuse storage areas are to be screened by a solid wall or fence one (1) foot above the dumpster not to exceed eight (8) feet. An elevation of the refuse storage area screening has been added. 23. Please provide a graphic in addition to the numeric scale. The scale has been updated. 24. Mechanical and electrical equipment, including air conditioning units, are required be designed, installed and operated to minimize noise impact on surrounding property. Please illustrate how the mechanical and electrical equipment will be screened from public view. The mechanical and electrical equipment screening has been identified. Mr. Triplett, we appreciate your time and considerations during the review process of this site plan. If you have any questions, additional comments or need any further information, please do not hesitate to contact our office at 817-329-4373. Thank you for your attention on this matter. Sincerely, Goodwin & Marshall, Inc. Matt Baacke, P.E. MJB/ms TEXAS • 2405 Mustang Drive • Grapevine, TX 76051 • 817.329.4373 TENNESSEE • 6074 Apple Tree Drive • Memphis, TM 38115 • 901.881.9188 ARIZONA • 6909 West Ray Road, Suite 15 • Chandler, A2 85226 • 602.218.7285 COLORADO • 8400 E. Prentice Ave. • Greenwood Village, CO 80111 • 303.459.4861 Albert Triplett From: Matt Baacke <mbaacke gmcivil.com> Sent: Monday, March 20, 2017 2:10 PM To: Albert Triplett Cc: Ron Stombaugh; Susan Batte; tommy.ehrenberg yahoo.com; Rose Matt; ednelson ern-architects.com; Kori Haug (khaug bellefirma.com) Subject: RE: SP17-05 - Gatehouse Day Care - 2501 Stone Meyers Parkway Attachments: Premier Academy Site Plan 3-20-17.PDF; Gatehouse Day Care Site Plan Modification - lst Response Letter.pdf Albert — The revised site plan and response letter for the Gatehouse Day Care (Premier Academy) is attached for your review. Please let us know if you have any questions or comments. (Nutt F)aacke, F.F. Ov 2405 ust7nig,ive &apevine, Texas 76051 817-329-+573 W From: Albert Triplett[mailto:atriplett@grapevinetexas.gov] Sent: Friday, February 24, 2017 11:56 AM To: tommyehrenberg yahoo.com; tommy.ehrenberg yahoo.com Cc: Matt Baacke; Bryan K. Parker; Randie Frisinger; Cristin Turner; Paul Lee; Manda Pancholy Subject: Re: SP17-05 - Gatehouse Day Care - 2501 Stone Meyers Parkway Mr. Ehrenberg, attached are the staff comments for SP1 7-05. Please acknowledge your receipt of this email and attachment and feel free to contact me if you have any questions. Thank you. Albert L. Triplett Jr. Planner II City of Grapevine 200 S. Main Street Grapevine TX 76051 817.410.3155 SP17-05i MANRCH 30, 2017 2501 STONEAPRKWAY GATEHOUSE! PROPOSED Ti BE PLATTED AS D,4Y CAVE GATEHOUSE DAY CARE — SUPPLEMENTAL COMMENTS For verification please email a PDF of the fin Men, All Sheets • Please add SP1 7-05 to the lower right hand corner of all sheets. Dimensional Control Site Plan • Please label the porte-cochere and dimension the distance to the west property line. • Within the lot summary table please revise the site to Lot 5, Block 1. Please note the following Engineering/Public Works comments and direct all questions to Paul Lee — Senior Civil Engineer and Rich Larkins — Transportation Manager at 817.410.3136. Response to first review comments: 13. The Comment was to revise the bank to indicate an appropriate slope. The intent of this comment was that the contours shown even if they matched the existing condition do not have a stable slope. The Engineer must show that the slope is stable and will protect this development from the effects of erosion at this confluence. The response of contours have been revised to reflect existing conditions does not address this concern. The engineer must either show a slope flatter than 4:1 or provide a geotechnical slope stability report indicating that the existing slope is stable. 14. The headwall will need to be revised when comment 13 is addressed. 15. The north driveway was not revised to address the comment. The drive lanes need to match across the intersection making a much wider driveway or this drive will need to be closed. Please contact Rich Larkins to discuss the concerns and possible solutions. 16. Review this comment when 15 is addressed. Street intersections have different requirements for ADA than commercial driveways. Please note the following Fire Department comment and direct all questions to Randie Frisinger — Deputy Chief or Bryan Parker — Assistant Fire Marshall at 817.410.4400. O:\ZCU\2017\SP17-05\SP17-05.la.doc 1 From: Matt Baacke <mbaacke gmcivil.com> Sent: Friday, March 31, 2017 1:37 PM To: Albert Triplett Subject: RE: SP17-05 - Gatehouse Daycare Albert — We received the comments. From: Albert Triplett [mailto:atriplett@grapevinetexas.gov] Sent: Friday, March 31, 2017 1:35 PM To: Matt Baacke Subject: Re: SP17-05 - Gatehouse Daycare Hello Mr. Baacke, can you please confirm your receipt of the supplemental comments from March 30, 2017 for SP17-05. Thank you. Albert L. Triplett Jr. Planner II City of Grapevine 200 S. Main Street Grapevine TX 76051 817.410.3155 OODWI< CIVIL ENGINEERS — PLANNERS — SURVEYORS AR S H[ALIL z April 28, 2017 Mr. Albert L. Triplett Jr. Planner I1 City of Grapevine 200 S. Main Street Grapevine, TX 76051 RE: Gatehouse in Grapevine— SP 17-05 Dear Mr. Triplett: Thank you for your review of the above referenced site plan. We have revised the site plan and are resubmitting it for approval. Below are our responses to Staff comments on the 2nd review. For your convenience the responses are shown below the original comments. All Sheets 1. Please add SP1 7-05 to the lower right hand corner of all sheets. The sheets have been updated as requested. Dimension Control Site Plan 1. Please label the porte-cochere and dimension the distance of the porte-cochere and the daycare to the west property line. The porte-cochere has been labeled and dimensioned to the property line. 2. Please dimension the distance of the monument sign to the west property line. The monument sign has been dimensioned to the west property line. 3. Within the lot summary table please revise the site to Lot 5, Block 1. The lot summary table has been updated. Preliminary Engineering Comments 13. The Comment was to revise the bank to indicate an appropriate slope. The intent of this comment was that the contours shown even if they matched the existing condition do not have a stable slope. The Engineer must show that the slope is stable and will protect this development from the effects of erosion at this confluence. The response of contours have been revised to reflect existing conditions does not address this concern. The engineer must either show a slope flatter than 4:1 or provide a geotechnical slope stability report indicating that the existing slope is stable. Per coordination with Public Works, this item has been resolved with no changes required to the site plan. 14. The headwall will need to be revised when comment 13 is addressed. Per coordination with Public Works, this item has been resolved with no changes required to the site plan. TEXAS • 2405 Mustang Drive • Grapevine, TX 76051 • 817.329.4373 TENNESSEE • 6074 Apple Tree Drive • Memphis, TM 36115 • 901.661.918E ARIZONA • 4809 E. Thistle landing Drive, Suite 100 • Phoenix, AI 65044 • 602.218.7285 COLORADO • 8400 E. Prentice Ave. • Greenwood Village, CO 80111 • 303.459.4861 Mr. Albert L. Triplett Jr. Gatehouse in Grapevine, SP17-05 March 28, 2017 Page 2 of 2 15. The north driveway was not revised to address the comment. The drive lanes need to match across the intersection making a much wider driveway or this drive will need to be closed. Please contact Rich Larkins to discuss the concerns and possible solutions. Per coordination with Public Works, this item has been resolved with no changes required to the site plan. 16. Review this comment when 15 is addressed. Street intersections have different requirements for ADA than commercial driveways. Per coordination with Public Works, this item has been resolved with no changes required to the site plan. We acknowledge that the construction plans for this project will be required to meet ADA criteria. Fire Department 1. Porte-cochere conflicts with fire lane. Required fire lanes are a minimum of 24ft wide with a 13.5ft vertical clearance.. The building elevation showing the details of the porte-cochere have been revised to show the dimensions which allow for the required horizontal and vertical clearance. Mr. Triplett, we appreciate your time and considerations during the review process of this site plan. If you have any questions, additional comments or need any further information, please do not hesitate to contact our office at 817-329-4373. Thank you for your attention on this hatter. Sincerely, Goodwin & Marshall, Inc. Matt Baacke, P.E. MJB/ms TEXAS • 2405 Mustang Drive ^ Grapevine, TX 76051 • 817.329.4373 TENNESSEE ® 6014 Apple Tree Drive ® Memphis, 71 31115 • 901.881.9188 ARIZONA • 6909 West Aar bA Suite 15 • Chandler, AZ 85226 • 602.218.7285 COLORADO . 8400 E. Prentice Ave, • Greenwood Village, CD $0111 ^ 303.459.4861 ARIMIR M Tommy Ehrenberg MK Development Group 905 Trophy Club Dr #204 Trophy Club, TX 76262 Re: Case No. SP1 7-05 This letter is to verify that your Site Plan Review application SP1 7-05 for property located at 2501 Stone Myers Parkway and platted as Lot 5, Block 1, Gatehouse in Grapevine was approved per the enclosed site plan on May 5, 2017. Please find enclosed an approved site plan set for your records. No site plan approval shall be valid for a period longer than one (1) year from the date such approval is issued, unless a building permit is issued and construction is actually begun within that period, and is thereafter diligently pursued to completion or an occupancy permit is obtained and a use commenced within that period. Approval of an application does not authorize any work in conflict with any Codes or Ordinances of the City of Grapevine Any changes to a site plan approved with a conditional use ora special use can only be approved by city council through the public hearing process. If you have any questions relative to your building permit, please contact the Plans Examiner, at (817) 410-3165. If you have any further questions regarding your site plan approval, please feel free to contact me at (817) 410-3155. Sincerely, 4�2tk Susan Batte Planning Technician DEVELOPMENT SERVICES DEPARTMENT 'Be City of Grapevine - PO. 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U) F- ry n Z Z LU o LXL, LU < z Z aui z CD 0 (DUj 10 X LU cv Cl) T. ry (n w 0 c 00 as b 1, LU C:, ,nC6 w > > 0 E o > O (D 0 c C: 0 °,mem 0- z 0 m 0 z < uj 0 > LU U) z 0r P: 4:) p P P P P p p p p p P P P P P ;gtp p p p p p p p p p P P p 1;� p p A T-77 .2 p op P-9 P p P5 P o Fp p ;9 p0 p x p If P D n n p p If d, P F; ,g n z w U C) ............ < < < 2i P 411 If i^ r> V C) C) (D (D (D 0 <D 0 C) LU LU uj P I n IN ;;t 1- ;2 fy S N N N I R (D Z z z LLJ w (D P- P p ry Lij :r cr" :D LLj LLJ uj < < < �- () Uj ,y cc x U) C) 5 < 5 __j Z 0 LL ui Lli LU 0 p x p LL Z c) Li- < 0� - ( < < < 0 D z (D c) 3: Q� (3 z D w0 z :E CL < z w w w 0 0 < Z z z r O m o rr z 0 LD WZ < (L") 0 0 p L) —w (0�) w < z D Z) M Wl) F-1 of U) Z X 0 D u 0 F - co F� UJ 0� ZW 0 0 rjr U- 0 0 w LL �; > > Of Z LL 3: W, LLj w 0 �W- CW, �- m Z.) 0 z ry W < z M =� < < > CL z z o W > 0 < < 0 � x (D 0 >- Z CO z Fs 06 =E < z < 0 < 0 LL U) m IW W -a 1=11) W < < Z LLJ w a� U) w m 0 L�ZOL<L U- W ry D o CL Z U) D < < D (Y 0 , <z U<) U) -j U) w < U)m��0U< LU 2 (�,-) w U) M LLJ 0 U) D —D 0 Q� < w 5; U- -j x --j < 0 m CL 0 w < a: �-w (.YDMW C� a� 0 w Lij LU Z F- F- < 0 J Z D Z< Z z z Q-Wo<po I ::) :D D �- a: z IL -j 0 0 0 Z) o) 0 I- < c) C3 w Lli Lli W W W w0 --j0 (J) -1 -j -j -j -j -i W (-) -J �- — w Z 0 C) 0 (D 0 <(-)(Dwo 0- a a. 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It . ........ . :2 ------ ------ - --- .. ........ ....-xi L I Ul— -'all I P P P P if I i pi A ggpp ZY. j Or 3 ye 34 p P -- — — — — — — — — — p ;2 n P P p� m P i�i a—, ;z , . . . . . . . . . . . % < Ag ;g p n P p n �z n ;2 < — p p P < it If in'.. — — it R I - - P P. -- - - P P, p 4. 'A 4 A-1 P p p oP n p z9b Q 0 p Pip p P p P p P p p p p p pvCwa.. p p p X p p Pg p ,,r . .... p p P P. p P p ...... . .. I A A L -7 1 —j VI d V --J P v If Z oz z z Q 3: 6 0 1 "I'll\ A 0 00 V cl oz c, 0 jo 0 Ow 0 is LLJ L) -j = 0 0 x to 0 F- Lli z z < x < 0 X 0 LU z (D< N T U- LL T- L) U) (D b< 0 w o LJJ U -j I tn > w 0 Al, -7 0 Z, A 0 F- I.) U) F- ry n Z Z LU o LXL, LU < z Z aui z CD 0 (DUj 10 X LU cv Cl) T. ry (n w 0 c GENEW NOTES 1. THE PROPERTY IS CURRENTL Y ZONED 'CC^' COMMUNITY COMMERCIAL DISTRICT. 2, THE CURRENT LAND USE DESIGNATION AS CONTAINED IN THE COMPREHENSIVE MASTER PLAN /S COMMERCIAL . J. ALL REQUIREMENTS OF SECTION 25, COMMUNITY COMMERCIAL DISTRICT SHALL BE MEI", 4. ALL REQUIREMENTS OF SECTION 53, LANDSCAPING REGULATIONS SHALL BE MET, 5, ALL REQUIREMENTS OF SECTION 56, OFF-STREET PARKING REQUIREMENTS SHALL BE MET. 6. ALL REQUIREMENTS OF SECTION 60, SIGN STANDARDS SHALL BE MET. 7. ALL DUMPSTERS SHALL BE SCREENED IN ACCORDANCE WITH SECTION 50. B. J. SECTION 50. B. J. REQUIRES ALL SOLID REFUSE By SOLID DUMPSTERS TO BE VISUAL L Y SCREENED FENCE OR WALL ONE FOOT ABOVE THE REFUSE DUMPS TER NOT TO EXCEED a FEET IN HEIGHT ON ALL SIDES (EXCEPT THE SIDE USED FOR GARBAGE PICKUP 1. SUCH SIDES SHALL NOT BE REQUIRED TO BE SCREENED UNLESS THE SERVICE SIDE OF THE REFUSE STORAGE A REA IS VISIBLE FROM A RESIDENTIAL L Y ZONED 9/5 TRIC T. 8. PNE DUMPSTERS ILLUSTRA FED ON THIS SITE PLAN SHALL BE 8.O' 1N HEIGHT AND WI_ L BE CONSTRUCTED OF PAINTED CONCRETE T1 T- WA L L PANELS W1 Tq REVEALS. 9, ALL LIGHTING MUST COMPL Y WITH SECTION 55 OF THE GRAPEVINE ZONING ORDINANCE, LIGHTING ELEMENTS MUST NOT BE VISIBLE FROM A POINT FIVE (5) FEET ABOVE GROUND MEASURED AT ALL PROPERTY LINES. PHYSICAL TESTING OF IL L UM, INA TION LEVELS MUS T BE PERFORMED TO VERIFY COMPLIANCE W1 TH PHOTOMETRIC STUDY. DOCUMENTATION SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT. NO OCCUPANCY, INCLUDING TEMPORARY OCCUPANCY WILL BE PERMITTED UNTIL THE ABOVE REQUIREMENTS ARE MET. /0, ALL PARKING FOR DISABLED PERSONS SHALL BE DESIGNA TED ACCORDING TO CHAPTER 23, SECTION 23.6 THROUGH 24.69 OF THE GRAPEVINE CODE OF ORDINANCES SHALL BE MET, THIS DESIGNA TION IS THE BLUE HANDICAPPED SIGN REQUIREMENT. A TYPICAL PARKING SPACE DIMENSION /S 9 X 18 FEET. 12. THE MINIMUM DRIVING LANE WID THS IN ALL PRI VA TE PARKING L 0 TS FOR 90 -DEGREE PA RKING IS A MINIMUM OF 25 FEET. 11 ALL REQUIRED OFF STREET PARKING AND LOADING AND DRIVES, VEHICLE (AUTOS, TRUCKS, TRAILERS, BOATS, ETC. ) SALES, DISPLAY AREAS AND OUTSIDE STORAGE AREAS IN ALL DISTRICTS SHALL BE PAVED TO A MINIMUM STANDARD EQUIVALENT TO 4 INCH CONCRETE SLAB WITH 6 INCHES A v 61 04 5 Al E BY 6 GAGE MESH WIRE OR A 2 INCH HOT MIX ASINAL TIC CONCRETE OVER 6 INCH CRUSHED ROCK BASE. 14. MECHANICAL EQUIPMENTFOR 79/5 SITE PLAN SHALL 3FROOFMOUNTED. ALL MECHANICAL EQUIPMENT OVER FIVE HORSEPOWER MUST BE LOCATED A MINIMUM OF 120 FEET FROM THE CLOSEST RESIDFNTIAL DIS TRIC T. ALL MECHANICAL EQUIPMENT, REGARDLESS OF HORSEPOWER, 15 PROHIBITED FROM BEING LOCA TED WITHIN THE REQUIRED OR ESTABLISHED FRONT YARD. 15, THIS SITE PLAN SUSSF4NTIALL Y CONFORMS TO THE 'GATEHOUSE IN GRAPEVINE" CONCEPT PLAN. 16. ALL DIMENSIONS ARE TO THE BACK OF CURB, UNLESS NOTED OTNERY11SE, 17. ALL THE REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE MET DURING ME PERIOD OF CONS TRUC TION. 18. ALL ON-SITE ELECTRICAL CONDUCTORS ASSOCIATED WITH NEW CONSTRUCTION SHALL BE L OCA TED UNDERGROUND. 19. ALL EDGE OF PAVEMENT SHALL HAVE A 6' CONCRETE CURB, UNLESS NOTED OTHERWISE. 20. THE MINIMUM PAVEMENT GRADE ISO, 87. THE MAXIMUM PA VEMEN T GRADE IS 6.57.. 21. THE PROPOSED USE FOR L 0 T 5 IS A DAY CARE. 22. A FIRE HYDRANT WILL BE PLACED WITHIN ONE HUNDRED (0001 1 OF THE PROPOSED FIRE DEPARTMENT CONNECTION (FOC). SAID FIRE HYDRANT WILL BE SHOWN ON THE CIVIL CONSTRUCTION PLANS. WE DATA CHAW #ay Care Center bdsn"'ng Zoning CC Land Use Designation Commercial Building Height 34' Total Building Area 21,860 Total Lot Area 1 OBA84 SF (2.49 Ac) Floor Area Ratio - 20.2% Total Impervious Area 74,597 SF (1.713 AC) Total Open Space (Landscaped Area) SF (31.2%) E P _j 0 E CC sting}is A COMMUNITY COMMERCIAL S Fire Hydran DISTRICT Q WS TA L L I-8- GA T - ------------- 1 T -IT _T__T I ___J_I NDSCAPI-, (75' R.O.W-) CONNECT TO XlSTING 1 20.5' R CAB. - A, SL. 6348 P R. T. 72- LINE i0.5' R Proposed 15' CO -�5 R -End 14eadwall T­T__T 39 -opo'.iad 3 x 3 Sloped CONNEC T TO EXI' TING 6 P, D, P. iE:- I RID. P. -Won Box i 6 . junc 12 ' WATER L Propo qed5 ', - _ ater Line L Proposed /5 Existing 12' Z�. U. L Ina S, D. Line w - 3.5' R. .3.5' R 3, 6. N 6 49. 6 ProposW421 0 (D 0ti INSTAL 12' X a I IREDUCER ' 1 11 S. D. L 1 "519 INSTA�, 31 LOT 5 UNITS REQUIRED BLOCK I Site 1 Zoning CC Lot Location Perimeter Lot Area Sq Ft. 30, 000 min 108,484 Sq. Ft. rain. 200 33,887 Open �pcLce_ 7. of Lot of Site 31.2% D- Z_ Ln Paved Areas Sq. Ft. I 52,737(48,67.) Vehicular Sq, Ft . - 45,919 Pedestrian Sq. Ft. 6,818 IMDervious Area Sq. Ft. max. 807. 74,597-- < 7. of Lot of Site 66.87. Parking Spaces CK, F (min.) 83 Accessible Spaces (min. ) 2 (2 req. Von Access. S)ace (min. ) 4 (1 reQ. Buq_Number of Pui!dings O I Proposed Use EASEMENT lE Day Care Center THE FANAL PL Height Stories max. 3 1 ft. max. 50' 34 Area Sq. Ft, max. 60 7. 21,866-- 7. of Lot of Site 20.27. Min. Bldg. Separations ft. none 25' min. 21,86 Bldg. Distribution Da Care Center 61) '0�QnT Load: Day Care Classrooms35 Occ. D er SE 9, 096 SF 259 occupants Gymnas ium 50 Occ. 5, 058 SF 101 occupants Offices, Reception 8 LoungE 100 Occ. per SF 1, 113 SF 11 occupants Kitchen a Laundry 200 Occ. Der SE I 617 SF 3 occupants I Total Occupant Load ft . 374, occupants _j 0 E CC sting}is A COMMUNITY COMMERCIAL S Fire Hydran DISTRICT Q WS TA L L I-8- GA T - ------------- 1 T -IT _T__T I ___J_I NDSCAPI-, (75' R.O.W-) CONNECT TO XlSTING 1 20.5' R CAB. - A, SL. 6348 P R. T. 72- LINE i0.5' R Proposed 15' CO -�5 R -End 14eadwall T­T__T 39 -opo'.iad 3 x 3 Sloped CONNEC T TO EXI' TING 6 P, D, P. iE:- I RID. P. -Won Box i 6 . junc 12 ' WATER L Propo qed5 ', - _ ater Line L Proposed /5 Existing 12' Z�. U. L Ina S, D. Line w - 3.5' R. .3.5' R 3, 6. N 6 49. 6 ProposW421 0 (D 0ti INSTAL 12' X a I IREDUCER ' 1 11 S. D. L 1 "519 INSTA�, M _j Lij Cl� 17T 19 8' GA TE VALVE QLl C '; I I I �- i, j 141. 3.5' R .5' R ti 9 5 B.L. & 3�5' R - L .M �)NUMEN T a N� 0 LU 43. BUILDING I SIGN 21,860 Sqa I -t. (D LL LU -0- n U-1 5 cn R M U-11 TO IBE FX'110 T I A CESS � E( TO D TYP. �7.5' R- "LIPORTE COCHERE 0, Vt. 3 R 7 Z M. SERVICE1 : ry') Ln Z! N 41 CC 4--9 7 PROPOSED r7RF 1DEPARTMENT CONNECTION 0.5 R 20.5 ' R 17 5' R : 5011 .5' R 5 L t3 L 7.51 G 4 H. D. P. _j 4� T_ S LOT 5 C� BLOCK I 2.49 ACRES 5 R 3' R "F-1 SHADE CANOPY FOR PLAYGROUND -FENCE 1�.5' R PROPOSE -D FIRE HYDRANT 6 5 R ------ ----- DUMPSTER - T 44W F - -_ - -+2r4_.= w w ENCL 0SURE__ w V- ----------- < _j C) 3.5' R 31.5 R fl 0 - Cf) fo 0 M 0 DALLAS FORT WORTH ':DODXINTERNATIONAL_ AIRPORT SITE LOCATION SN E IM�arkerj Ili I "YIIV� m)ria 0 , '11pi il! N.TS. 0 CC COMMUNITY COMMERCIAL ,ter6w DISTRICT 5' 10' LANDSCAPE BUFFERS 3411 W ,, ,112 ' ' 82 133.571 7- 7-C, on 0 nn / /)/')I FSS EXISTING DRIVE4T T PC _i: (TYP.) 252.03 SE1EN X/ 0T CCC 1 6, BLOK I L ID L-1 �% -1- F_ I 1 0 U S':_ TNS COMMUNITY COMMERCIAL T �0 - I'L rl F IN FRA P E VI N E DISTRICT REVISION NOTE: 900 Sq - I't. COVERED AREA AND 150 Ft. FENCrE ADDED TO LOT 5. SITE PLAN 2501 STONE DYERS PARKWAY CITY OF GRAPEVINE APPROVED *10 zigarIM6 441101,1201=11M] 31 0 0 >- CL D- Z_ Ln o < 4 Q0 _j 0ty M T_ < < LLi CK, M 0 ACCESS/ CONS TR O DETAILS, A EASEMENT lE THE FANAL PL L0 M _j Lij Cl� 17T 19 8' GA TE VALVE QLl C '; I I I �- i, j 141. 3.5' R .5' R ti 9 5 B.L. & 3�5' R - L .M �)NUMEN T a N� 0 LU 43. BUILDING I SIGN 21,860 Sqa I -t. (D LL LU -0- n U-1 5 cn R M U-11 TO IBE FX'110 T I A CESS � E( TO D TYP. �7.5' R- "LIPORTE COCHERE 0, Vt. 3 R 7 Z M. SERVICE1 : ry') Ln Z! N 41 CC 4--9 7 PROPOSED r7RF 1DEPARTMENT CONNECTION 0.5 R 20.5 ' R 17 5' R : 5011 .5' R 5 L t3 L 7.51 G 4 H. D. P. _j 4� T_ S LOT 5 C� BLOCK I 2.49 ACRES 5 R 3' R "F-1 SHADE CANOPY FOR PLAYGROUND -FENCE 1�.5' R PROPOSE -D FIRE HYDRANT 6 5 R ------ ----- DUMPSTER - T 44W F - -_ - -+2r4_.= w w ENCL 0SURE__ w V- ----------- < _j C) 3.5' R 31.5 R fl 0 - Cf) fo 0 M 0 DALLAS FORT WORTH ':DODXINTERNATIONAL_ AIRPORT SITE LOCATION SN E IM�arkerj Ili I "YIIV� m)ria 0 , '11pi il! N.TS. 0 CC COMMUNITY COMMERCIAL ,ter6w DISTRICT 5' 10' LANDSCAPE BUFFERS 3411 W ,, ,112 ' ' 82 133.571 7- 7-C, on 0 nn / /)/')I FSS EXISTING DRIVE4T T PC _i: (TYP.) 252.03 SE1EN X/ 0T CCC 1 6, BLOK I L ID L-1 �% -1- F_ I 1 0 U S':_ TNS COMMUNITY COMMERCIAL T �0 - I'L rl F IN FRA P E VI N E DISTRICT REVISION NOTE: 900 Sq - I't. COVERED AREA AND 150 Ft. FENCrE ADDED TO LOT 5. SITE PLAN 2501 STONE DYERS PARKWAY CITY OF GRAPEVINE APPROVED *10 zigarIM6 441101,1201=11M] S,G$ Testt?port No. 3636033TX-01 Date: December 08, 2014 Flame Proanon of Textiles and Fi6nas NFPA 701 Test Method 2 (Flat Specimens) - 2010 Edition Blue Specimen dimensions Char Length After Flame Flaming Residues inches In hes seconds -nearest (seconds -nearest 1/2" x 1 3/4 WELDED RCD 1 5x47 9.0 0.0 OA 2 5x47 10.0 0.0 0.0 3 5x47 8.0 0.0 0,0 45x47 9.1 0.0 0.0 05,0 x 7 Gam - 5 5x47 9.4 0.0 0.0 ELBOW LEG 6 5x47 8.4 0.0 0.0 7 5x47 9.6 0.0 0.0 8 5x47 101 0.0 0.0 9 5x47 8.8 0.0 0.0 10 5x47 8.4 0.0 0.0 (observations: Sligh: charring, shrinking. 1 C/1P PLATE Requirements: A material tested in single sheets shall not continue flaming for more than 2 seconds after the test flame is removed from contact with the specimen, The char length of any single flat specimen shall not exceed 17.1 inches. Portions or residues of material being tested that break or drip from the specimen shall not continue to flame for more than 2 seconds after reaching the floor of the test apparatus. Conclusion: The submitted sample meets the requirements of NFPA 701 Test Method 2 (Flat S)ecimens) - 2010 3/18- Edition, when tested in its original state. Selected tests as requested by applicant against specified requirement % test request form; quotation. **' End of Report '°' Prashanthl Alapati Supervisor-- Textile Laboratory Signed for and on behalf of SGS North America Inc. Greg S. Kolbeck Manager- Textile Laboratory This document is issued by the Company subject to its General Conditions of Service printed "deaf, available on request or accessible at h"nW-w §,c mr%entTerms-and-Condittonsashr and, for electronic format documents, subject to Terns and Conditions for Electronic Documents at htlD:!%��nvw sgs„gomte�Terms-and-Conditions!terms-e-docurrrtint.asuz- Attention is drawn to the limitation of liability, indemnification and jursdiction issues defined therein. Any holder of this document is advised that information contained hereon reflects the Company's findirgs at the time of its intervention only and within the limi's of Client's instructions, if any. The Company's scle responsibility is to Its Client and this document does not exonerate parties to a transaction from exercising all their rights and obligations under the transaction documents. This document cannot be reproduced except in full, without prior wri.ten approval e€ the Company. Any unauthorized alteration, forgery or falsification of the content or appearance of this documert is unlavdul and offenders may be prosecuted to the fullest extent of the law. Unless otherwise stated the results shown in this test report referonly to the samples) tested and such sarnple(s) are retained for a rninimum of 45 days only. ..>Y� Ir. j Co^wmeTeshng Services 297 Fairs bAaeru, Fe rf etA. Nd 070Q7 ti973)5755252 4�sr3j 576-7175 W wsgs.ram UemLrof Ihr: SGS Grouo DESIGNS CRITERIA 2015 INTERNATIONAL BUILDING CODE WITH LOCAL AMENDMENTS DEAD LOAD: FABRIC: 0.10 PSF SNOW LOAD: GROUND SNOW LOAD: 5 PSF ROOF SNOW LOAD: 5 PSF SNOW EXPOSURE FACTOR: I.O SNOW LOAD IMPORTANCE FACTOR: 1.0 THERMAL FACTOR: 1.2 LIVE LOAD: ROOF LIVE LOAD: 5 PSF WIND LOAD: BASIC WIND SPEED: FABRIC W/ FRAME: 90 mph fAME ONLY: 150 mph WIND IMPORTANCE FACTOR: I.O WIND EXPOSURE CATEGORY: C WIND ENCLOSURE TYPE: OPEN GEST EFFEC=T FA iTCR: c.9 SEISMIC DESIGN: SEISMIC IMPORTANCE FACTOR: 1.0 SEISMIC SITE CLASS: D SEISMIC DESIGN CATEGORY: A BASIC SEISMIC FORCE RESISTING SYSTEM: CANTILEVERED COLUMNS DETAILED TO ORDINARY MOMENT FRAMES OWNER NOTES 1. FABRIC MEMBRANE(S) MUST BE REMOVED IF LIVE LOAD/ROOF SNOW LOAD IS EXPECTED TO EXCEED 5 PSF AND/OR THE WIND SPEED IS EXPECTED TO EXCEED A NOMINAL DESIGN WIND SPEED OF 86 MPH OR 76 MPH SUSTAINED WIND LOAD TO PREVENT DAMAGE. 1 THE OWNER ACCEPTS FULL RESPONSIBILITY OF REMOVING THE FABRIC FROM THE STEEL FRAME WHEN SEVERE WEATHER CONDITIONS ARE PREDICTED. SUCH CONDITIONS INCLUDE PREDICTED WIND SPEEDS OF 115 MPH. ALSO, SINCE THE FABRIC IS NOT DESIGNED TO CARRY ANY SNOW LOAD, THE FABRIC IS TO BE REMOVED WHEN SNOW FALL IS PREDICTED. 3, THE STEEL STRUCTURE WITH THE FABRIC REMOVED, WAS DESIGNED TO WITHSTAND DEAD LOADS, ROOF LIVE LOADS, SNOW LOADS AND WIND SPEEDS AS SPECIFIED ABOVE PER THE LOCAL CODE REQUIREMENTS. IF THE ABOVE LOADS ARE EXCEEDED OR ADDITIONAL LOADS ARE INDUCED STRUCTURAL FAILURE MAY OCCUR, THE OWNER IS RESPONSIBLE FOR AND ACCEPTS FULL LIABILITY FOR ANY ISSUES CAUSED BY EXCEEDING THE DESIGN CRITERIA LOADS. GENERAL NOTES 4. FABRIC MEETS NFPA 701-04. 5. ALL EXPOSED STEEL TO BE POWDERCOATED. FOUNDATION DESIGN MINIMUM CONCRETE COMPRESSIVE STRENGTH AFTER 28 DAYS: 2,500 PSI STEEL REINFORCEMENT: ASTM -A615, GRADE 60 ASSUMED VERTICAL FOUNDATION PRESSURE: 1,500 PSF ASSUMED LATERAL BEARING PRESSURE: 100 PSF/F THE VERTICAL AND LATERAL BEARING PRESSURE VALUES WERE CONSIDERED PER CONDITIONS OF CURRENT BUILDING CODE. FOUNDATION NOTES: 6. THE FOUNDATION DESIGN IS BASED ON TABLE 1806.2 OF THE INTERNATIONAL BUILDING CODE, CLASS 5 SOIL MATERIAL. IF DIFFERENT SOIL CONDITIONS ARE ENCOUNTERED, IT IS MANDATORY THAT A SITE SPECIFIC GEOTECHNICAL REPORT IS CONDUCTED TO DETERMINE THE LOAD BEARING VALUES OF THE SOIL. OWNER / CONTRACTOR ASSUME FULL LIABILITY IF NO GEOTECHNICAL INVESTIGATIONS ARE CONDUCTED. 7. IF THE FOOTING DEPTH DOES NOT MEET LOCAL FROST REQUIREMENTS, FOOTINGS SHALL BE RE-ESIGNED UNDER THE DIRECTION OF AN ENGINEER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCAL FROST DEPTH. 8. FOR DEEP FOOTINGS, A GEOTECHNICAL INVESTIGATION REPORT PREPARED BY OTHERS IS MANDATORY TO CONFIRM THE PRESUMED SOIL BEARING VALUES. OWNERS ASSUME FULL LIABILITY FOR ANY STRUCTURAL DAMAGE, IF NO GEOTECHNICAL REPORT IS PROVIDED. MATERIALS 9. ALL MATERIALS LISTED BELOW MAY NOT BE SPECIFIC TO THIS PROJECT. MEMBER TYPE ASTM MIN. YIELD STRENGTH W SHAPES A992 50 KSI RECTANGULAR HSS TUBES A500(GRADE B) 46 KSI SQUARE HSS TUBES A500(GRADE B) 46 KSI ROUND HSS TUBES A500(GRADE B) 42 KSI SCHEDULE PIPE A500 (GRADE B) 50 KSI ROUND MECHANICAL TUBING A519 45 KSI MISCELLANEOUS PLATES/SHAPES A36 36 KSI CONNECTION BOLTS A325 92 KSI HEADED ANCHOR BOLTS F1554 36 KSI HOOKED ANCHOR BOLTS A307 36 KSI 5/16" GALVANIZED AIRCRAFT CABLE SHALL HAVE A NOMINAL STRENGTH OF 9,800 LBS. T�� J STRUCTURE EAVE COLUMN FRAME FOOTING FOOTING BASEPLATE c � HEIGHT SIZE TUBE SIZE SIZE REINF. 1 z O 33' x 33' 8'®0" 6.0„ ID 5.09' OD 4.5' x 4.5 (5)5 EW NONE Embedded Above Sch, 40 11 Gauge 3.0' Deep Top & Bo# Grade AS PER TABLE # 3/s6° a-. r� ♦a s. r.... f 4 ELBOW CONNECTION 1 Each 5/16' Cable Attaches To A Turn Buckle And Wraps Around Elbow Leg, ,--Rafter 5/16' Cable Clamps L1/2' x 12' Turn Buckle 3/8' Rafter Bracket J/ U Aul bCl .DI uLr\c 4D 5 TURN BUCKLE CONNECTION 1 NOTEi A HOLE IS PROVIDED AT THE BASE OF EACH COLUMN I- AS PER ►{ TABLE #1 ��,_�_ _FOOTING DETAIL _0„ JLEGS- L 7„YP 05,0'° x 7 Ga, i'OP TUBE & LEGS /--RIDGE POLE r----------9ALL JOINTS ARE SWAGE FITTED AND SECURED WITH SELF TAP SCREWS PLAN VIEW BEVELED EDGES FOR BETH -ER PENETRATION! \ 3/1°m 05,099 x 11 Ga. X5,099 x 11 Ga. RIDGE POLE RAFTER I T r o I I- 4,2" SIDE VIEW TYP. For All Swaged Tubing 3 S9'��' JOINER CONNECTION 1 _ t'Tf n nrnrr nni r FABRIC COVER /E SIDE ACHED ELBOWi DOLE TUBE TABLE 41 1 SHADE STRUCTURE 1 33' x 333 x 85 I Mlir F��l t�� K ay t r{ Da In w rl � LA c � �d C) Do M N 000 1 z O -i Ln i~ _(� LIJ Z �=FN�X � 3 ap THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER, AND SHALL. NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT ,' ag � a.aaao®nBe Wffi . THE WRITTEN CONSENT OF THE ENGINEER. COPYRIGHT 4016 NOT PUBLISHED ® THIS Is TO CERTIFY THAT i HAVE REVIEWED THIS PLAN AND FOUND TO BE IN COMPLIANCE AM A. OI WITH INTERNATIONAL BUILDING CODE LATEST EDITION. .. ...a. ansa.. ..._:.. aQC-20-18 111932 y��®m RAM A. GOEL Ph.D•, PE# 111932 COPIES OF THESE PLANS ARE NOT VALID UNLESS '�c"a..a•°.• a . a_�.t-ti ` EMBOSSED WITH THE SIGNING ENGINEER'S SEAL 01 A Sheet No.