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Home My WebLink AboutCOMA2015-2896OTVE �XA 4 City of Grapevine, TX P.O. Box 95104 Grapevine, TX 76099 (817) 410-3165 Voice (817)410-3012 Fax BUILDING --- COMMERCIAL ALTERATION Issue Date: September 30, 2015 PROJECT DESCRIPTION: Replace Antennas. "Verizon" LOCATION 1800 State 26 Hwy. Suite # Cell Grapevine, TX 76051 CONTRACTOR C A Bass 11710 FM 2661 Tyler, TX 75709 (903)596-8464 Phone (214) 276-1920 Fax (214) 475-1475 Mobile OWNER Dfw Lakes Owner Lic 115 W Canon Perdido St Santa Barbara, CA 93101-3210 AVAILABLE INSPECTIONS ► MISC. Building Inspection (required) ► Final Fire Dept Inspection (required) P. Building Final (required) TENANT LEGAL Hilton DFW Lakes Cellular D F W Hilton Addition Lot 1a Equipment D F W Hilton Addition Lot 1a INFORMATION " CONSTRUCTION TYPE VB • OCCUPANCY GROUP U " ZONING DISTRICT HCO W* NAME OF BUSINESS Verizon *APPLICANT NAME Larry Fowler "APPLICANT PHONE NUMBER 214-475-1475 1) Certified Energy Code Inspected NO 2) Accessibility Review NO 3) Control Number 4) Asbestos Survey NO Acreage APPROVED TO ISSUE ELECTRIC NO APPROVED TO ISSUE MECHANICAL NO APPROVED TO ISSUE PLUMBING NO County Tarrant Fire Sprinkler System? N/A Square Footage VALUATION 4500 What is use of Building/Structure? Cell Antennas Zoning HCO - Hotel & Corporate Office FEES TOTAL = $ 164.59 Building Permit Fee $ 99.75 Building Plan Review $ 64.84 PAYMENTS TOTAL = $ 164.59 Chapman Construction Company LP ((Leonard) Dwayne Marchbanks) ($164.59) Other on 08/07/2015 Note: CC1366 MYGOV.US City of Grapevine I BUILDING --- COMMERCIAL ALTERATION I COMA -15-28961 Printed 09/30/15 at 2:36 p.m. Page 1 of 3 NOTICES 1) ALL work must be done in compliance with the 2006 INTERNATIONAL BUILDING CODE. 2) A copy of the signed permit and approved plans must be on site at all times. 3) The project address must be clearly posted at the job site. READ AND SIGN 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 Ordinance 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 SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY, AND THAT THE DESIGN PROFESSIONAL / OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). Signature Date MYGOV.US City of Grapevine I BUILDING --- COMMERCIAL ALTERATION I COMA -15-2896 1 Printed 09/30/15 at 2:36 p.m. Page 2 of 3 City of Grapevine, TX PROJECT # COMA -15-2896 BUILDING --- COMMERCIAL ALTERATION Issue Date: 2015-09-30 ®TES ► 24 HOUR INSPECTION NUMBER,PERMIT ISSUED IN ACCORDANCE WITH APPLICATION ON FILE IN THIS OFFICE. METRO (817) 410-3010, CUT OFF TIME FOR A.M. INSPECTION IS 7:30 A.M. --- CUT OFF TIME FOR P.M. INSPECTION IS 12:30 P.M.,THIS PERMIT SHALL EXPIRE IF WORK IS NOT COMMENCED WITHIN (180 DAYS) OF ISSUANCE OR IF WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF (180 DAYS). THE ISSUANCE OR GRANTING OF THIS PERMIT AND / OR APPROVAL OF PLANS, SPECIFICATIONS AND COMPUTATIONS SHALL NOT BE CONSTRUED TO BE A PERMIT FOR, OR AN APPROVAL OF, ANY VIOLATION OF ANY OF THE PROVISIONS OF THE CODES AND ORDINANCES OF THE CITY OF GRAPEVINE. THE ISSUANCE OF A PERMIT BASED ON PLANS, SPECIFICATIONS, AND OTHER DATA SHALL NOT PREVENT THE BUILDING DEPARTMENT FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS, AND OTHER OR REQUIRING CORRECTIONS OF THE CONSTRUCTION ITSELF. MYGOV.US City of Grapevine I BUILDING --- COMMERCIAL ALTERATION I COMA -15-2896 1 Printed 09/30/15 at 2:36 p.m. Page 3 of 3 Manda Pancholy From: Albert Triplett Sent: Monday, September 28, 2015 10:05 AM To: Manda Pancholy Subject: Re: 1800 State Highway 26 - permit # 15-2896 Manda, Planning will not require a site plan submittal for the replacement of three (3) existing antenna with three new antenna on the subject site. Thank you. IA . - Page 1 of 1 Manda Pancholy - RE: 15-2896 1800 HWY 26 E ( Antennas- Verizon) From: "Larry Fowler" < To: "'Manda Pancholy"' <Mpancholy@grapevinetexas.gov> Date: 8/12/2015 4:24 PM Subject: RE: 15-2896 1800 HWY 26 E ( Antennas- Verizon) There is no electrical on these upgrades. Low voltage DC power only From: Manda Pancholy [mailto:Mpancholy@grapevinetexas.gov] Sent: Wednesday, August 12, 2015 4:20 PM To: Subject: 15-2896 1800 HWY 26 E ( Antennas- Verizon) Larry Fowler, Please provide required in response to following comments for remove/replace antennas at 1800 HWY 26 E. Comments: Contact Planning Department at 817-410-3155 for Special Use Permit. Provide register engineer sealed and signed electrical drawings. Thanks Manda Pancholy Plans Examiner Building Department City of Grapevine 817-410-3160 file://C:\Documents and Settings\mpancholy\Local Settings\Temp\XPgrpwise\55CB7322G... 8/13/2015 Page 1 of 1 Manda• . 1800 HWY 26Verizon) From: Manda Pancholy To: Date: 8/12/2015 4:20 PM Subject: 15-2896 1800 HWY 26 E ( Antennas- Verizon) Larry Fowler, Please provide required in response to following comments for remove/replace antennas at 1800 HWY 26 E. Comments: Contact Planning Department at 817-410-3155 for Special Use Permit. Provide register engineer sealed and signed electrical drawings. Thanks Manda Pancholy Plans Examiner Building Department City of Grapevine 817-410-3160 file://C:\Documents and Settings\mpancholy\Local Settings\Temp\XPgrpwise\55CB724A... 8/12/2015 Architects &, Engineers 1006 Beckett > San Antonio, Tib 78213 d Phone; (210)308-9905 June 1, 2015 Verizon Fireless 6696 Tri County Pkwy, 4100 Schertz 'F 78154 Attn: Mr. Robert Ramirez Ref, Verizon — Grapevine Mills Mall (LC 172820) - SITE MOD 2015 RET 1300 Hwy 26 East Grapevine, TX 76051 Per your request, Archcontnt, LIC conducted a structural evaluation to ascertain the adequacy of the existing structure to support the proposed equipment modifications. Our study included reviewing documentation of existing structure and installations, observing the existing structure and installations, reviewing; proposed modifications, and determining the adequacy of the existing structure to support proposed equipment configuration. The existing building has a cast -in-place post -tensioned concrete structure. The tipper penthouse roof is framed with metal deck and steel bar joists on load bearing walls. Verizon's current installations consist of an ASP steel equipment platform installed on the existing roof structure. There are also nine antennas (three per sector) installed on non -penetrating ballasted antenna support frames on the upper penthouse roof. Verizon is proposing to replace six existing antennas with six CCI HPA-33R-BIJU-116 panel antennas (two per sector) on the existing ballasted antenna support frames. Verizon is also proposing to install twelve diplexers (four per sector) on the antenna support fames. Reference Site Modification Drawings issued by ArchConun for graphical representation and details of proposed modifications, Evaluation was conducted in accordance with the 2006 International Building Code and applicable industry standards (Le.: TIA-222-G, AISC, ACI, etc.) considering code required design was based on a Basic Wind Speed of 90 mph (3 -sec determined that seventeen 4"x8"x16" solid normal weight front and back tray of each ballasted antenna support fraunc be added as required. Once any required ballast blocks ar( existing structure is adequate to support the proposed equil existing; equipment to remain. OFFICE COPY Page 1 of 2 gust), Exposure B. Our study .0 block's are required in each .ie frame per sector), Block's shall ded, our study determined that the gut. configuration inclusive of Proposed equipment configuration was derived from information provided to our office by tile client, If conditions differ from those specified within this report, our office should be notified immediately to reevaluate the structural integrity of the building structure. The investigation does not address the structural status of framing members which are not exposed to view and are not readily accessible for visual observation, or other areas not mentioned in this report. We appreciate the opportunity to offer our servicers. Please call if you have any questiou-ts regarding this n-uatter or vve. can offer additional assistance. Sincerely, Archcorum, LLC . ...b°aaa4aadVa.aoaga..a9 ° Margaret O'Boyle �kulteti, P.E. � WET O' °°.-., TX License No. 91498 TX Firm Reg. No. F-15659 9149 t � Page 2 of 2 AtL CHANGES xr AppROVAL SITE NAME GRAPEVINE MILLS MALL (172820) PROJECT DATA PROJECT INFORMATION: APPLICANT: JURISDICTION: TARRANT COUNTY VERIZON WIRELESS 6696 TRI COUNTY PARKWAY LANDLORD: VERIZON WIRELESS SCHERTZ, TEXAS 78154 CONTACT: TIM CALETKA CONSTRUCTION TYPE: UNMANNED TELECOMMUNICATIONS PHONE: (210) 834.1664 LATITUDE: LONGITUDE: 32.95969° N 97.04636° W PROJECT PARTICIPANTS ARCHITECTS / ENGINEERS ARCHCOMM LLC. 1006 BECKETT SAN ANTONIO, TEXAS 78213 PHONE: (210) 308-9905 FIRM NUMBER: F-15659 CONSTRUCTION MANAGER TRACY REEVES (682)831.3245 CONSTRUCTION ENGINEER TIM CALETKA (210)834.1664 SITE ADDRESS 1800 HWY 26 EAST GRAPEVINE, TARRANT COUNTY, TEXAS 172820 UTILITIES ELECTRIC COMPANY TELEPHONE COMPANY AT SITE AT SITE DRIVING INSTRUCTIONS RELEASED FOR CONSTRUCTION FROM DALLAS INTERNATIONAL AIRPORT (DALLAS/FORT WORTH, TX): TRAVEL NORTH ON INTERNATIONAL PKWY. MERGE ONTO TX -121 N. TAKE THE EXIT TOWARDS BASS PRO DR. TURN LEFT ONTO BASS PRO DR. TURN RIGHT ONTO TX -26 N. TURN LEFT ONTO GRAPEVINE MILLS BLVD S. TURN LEFT ONTO ANDERSON GIBSON RD. SCOPE OF WORK THIS IS AN APPLICATION TO MODIFY AN EXISTING UNMANNED WIRELESS FACILITY CONSISTING OF COMMUNICATION EQUIPMENT, CONNECTING CABLES, DIRECTIONAL ANTENNAS AND GPS. THE SIZE, HEIGHT, AND DIRECTION OF THE ANTENNAS MAY BE MODIFIED OR CHANGED TO MEET NEW SYSTEM REQUIREMENTS. THE WIRELESS ANTENNAS WILL CONTINUE TO PROVIDE CLEAR AND RELIABLE WIRELESS COMMUNICATIONS WITHIN THE EFFECTIVE OPERATIONAL AREA. THESE MODIFICATIONS WILL NOT EFFECT THIS SITE'S ABILITY TO CONTINUE TO FUNCTION IF THE TELEPHONE (WIRE) SERVICE IS DISCONNECTED DURING AN EMERGENCY OR NATURAL DISASTER. THESE FACILITIES WILL ENHANCE THE GENERAL HEALTH, SAFETY, AND WELFARE OF THE COMMUNITY AND SURROUNDING AREAS BY PROVIDING RELIABLE WIRELESS COMMUNICATIONS AT THIS LOCATION. Site Accquisition Const Supervisor RF Engineering Equipment Telco Const Manager TEAM SIGNOFF PROPRIETARY INFORMATION NOT FOR USE OR DISCLOSURE OUTSIDE VERIZON WIRELESS EXCEPT UNDER WRITTEN AGREEMENT SHEETINDEX T1 TITLE SHEET NI GENERAL NOTES At DETAIL PLATFORM PLAN Al -1 PENTHOUSE ROOF PLAN A2 BUILDING ELEVATION A2-1 ANTENNA CONFIGURATION SHALLSEPARATE PLUM BY NG, MECHANICAL, BE REQUIRED mmi 05.28.15 e M, 91498 1 ARCHCOMM, LLC. 1006 Beckett San Antonio, Texas 78213 (210) 308-9905 TBPE NO. F-15659 TITLE SHEET SHEET HISTORY 05.28.15 ISSUE FOR CONSTRUCTION 06.01.15 REVISED SET il � � O W 10 F O z U) z Cn F W O N sz CO 04 r S O � r Uj W IL Z Q a a 0 F APPROVAL SIGNATURES 05.28.15 e M, 91498 1 ARCHCOMM, LLC. 1006 Beckett San Antonio, Texas 78213 (210) 308-9905 TBPE NO. F-15659 TITLE SHEET SHEET HISTORY 05.28.15 ISSUE FOR CONSTRUCTION 06.01.15 REVISED SET il 1. GENERAL NOTES: FOR THE PURPOSE OF THESE CONSTRUCTION DOCUMENTS, THE FOLLOWING 2. FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND 6. SITES LOCATED ON OR WITHIN EXISTING FACILITIES: IT SHOULD BE UNDERSTOOD THAT THE CONSTRUCTION WORK PLACE IS AN INHERENTLY DANGEROUS w E_ c DEFINITIONS SHALL APPLY: STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR ENVIRONMENT PARTICULARLY WHEN LOCATED ON OR WITHIN FACILITIES WHERE CONTRACTOR = GENERAL CONTRACTOR OWNER - OWNER OF THE SITE OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT PREVIOUS CONSTRUCTION QUALITY AND INTEGRITY ARE UNKNOWN. IT IS THE ■ Wo%eleS` PROJECT MANAGER - NEW CARRIER'S PROJECT MANAGER AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL RESPONSIBILITY OF THE GENERAL CONTRACTOR TO INITIATE AN INSPECTION OF ALL AREAS OF CONSTRUCTION RELATED ACTIVITY TO DETERMINE IF ANY CONDITIONS GOVERN. EXIST WITH POTENTIAL HAZARDS TO LIFE, LIMB OR PROPERTY. THE GENERAL 2. CARE SHALL BE TAKEN TO PROTECT THE SITE AND THE SURROUNDING AREA CONTRACTOR SHALL IN TURN REQUIRE ALL SUBCONTRACTORS RELATED TO THE :r FROM FIRE HAZARD DURING 'HOT' OPERATIONS. ADEQUATE EQUIPMENT, WORK TO INSPECT THEIR RESPECTIVE AREAS OF OPERATION FOR HAZARDS AND TO e PERSONNEL AND EMERGENCY COMMUNICATIONS SHALL BE PROVIDED TO REPORT SUCH BACK TO THE GENERAL CONTRACTOR AND OTHER INTERESTED � o PROTECT LIFE AND PROPERTY IN AND SURROUNDING THE CONSTRUCTION SITE. PARTIES. POINT OUT AND PROTECT AGAINST OBVIOUSLY HAZARDOUS CONDITIONS AS w co MAY BE POSSIBLE. SEARCH OUT AND IDENTIFY HIDDEN HAZARDS. IDENTIFY 3. ALL EXCAVATIONS SHALL BE BARRICADED FOR PERSONNEL PROTECTION AND EXISTING CONDITIONS: LOCATION AND CONDITION OF ALL MECHANICAL/ELECTRICAL COMPONENTS, CHASES, IF CONCRETE PIERS ARE DRILLED, THEY SHALL BE FILLED BY END OF DAY. 1. DEMOLITION AND CONSTRUCTION ACTIVITIES SHALL BE ACCOMPLISHED SHAFTS, CEILINGS, FURRING, ETC. IN THE PROXIMITY OF CONSTRUCTION ACTIVITIES. EXAMINE ALL VERTICAL AND HORIZONTAL SURFACES ASSOCIATED WITH THE AREA OF E 4. VERIFY REQUIREMENTS OF OTHER TRADES PRIOR TO PROCEEDING WITH IN SUCH A MANNER THAT NO DISRUPTION OF EXISTING FACILITY OPERATION. TEMPORARILY MARK ANY SURFACE OF QUESTIONABLE INTEGRITY "DO "DO "DO W VIPI- FABRICATION OR INSTALLATION OF MATERIALS. OPERATIONS WILL OCCUR. NOT STEP", NOT LOAD," NOT CUT", ETC. AND MAKE ARRANGEMENTS TO PERMANENTLY SHORE, REINFORCE OR BLOCK OFF SUCH AREAS TO RENDER THEM H 5. COMPLETE SHOP DRAWINGS SHALL BE PROVIDED FOR ALL FABRICATED ITEMS 2• THIS BUILDER/SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE HARMLESS. REPORT ANY POTENTIALLY UNSAFE CONDITIONS TO THE ARCHITECT / z F Z FOR REVIEW PRIOR TO FABRICATION. DRAWINGS CONTAINED IN THESE REPAIR OF ANY DAMAGE TO EXISTING FACILITIES AND SHALL REPLACE ENGINEER AND CARRIER'S PROJECT MANAGER. DO NOT ALLOW ANYONE TO CONTINUE ® W = CONSTRUCTION DOCUMENTS SHALL NOT BE REPRODUCED FOR SHOP DRAWINGS. OR REPAIR TO THE ORIGINAL CONDITION AS DETERMINED BY THE WORK AT OR NEAR A POTENTIALLY UNSAFE SITUATION UNTIL ALL PERSONNEL HAVE O PROJECT MANAGER. BEEN MADE AWARE OF SUCH CONDITIONS AND APPROPRIATE CORRECTIVE ACTIONS L) 6. THE BUILDER/SUBCONTRACTOR SHALL BE RESPONSIBLE WITH NO ADDITIONAL HAVE BEEN MADE. 00 I- N COSTS TO THE OWNER/LESSOR/PROJECT MANAGEMENT TEAM FOR ALL FEES, 3. CUT AND PATCH ANY AREAS WHERE REQUIRED BY THE SCOPE OF THIS PROJECT. MATCH EXISTING WORK AND MATERIALS EVEN IF Z r" PERMITS, INSPECTION FEES RELATED TO THIS PROJECT, OR SEE THAT ANY 7. ROUTE OF COAX & CONDUITS: w = r AND ALL SUCH CHARGES ARE PAID BY THE RESPECTIVE SUBCONTRACTORS SUCH WORK FALLS OUTSIDE OF THE LIMITS OF THIS CONTRACT. PRIOR TO THE START OF CONSTRUCTION, THE BUILDING CONTRACTOR SHALL zC ASSOCIATED WITH THIS PROJECT. 4. THE OWNER OF THE SITE RETAINS SALVAGE RIGHTS TO ALL MATERIALS SEARCH OUT THE ENTIRE LENGTH OF ALL COAX AND CONDUIT/CONDUCTORS ® ap Q 7. DIMENSIONS NOTED AS '+/-' OR 'VERIFY' ARE BASED ON MATCHING EXISTING AND EQUIPMENT REMOVED FROM THE EXISTING WORK. MATERIALS ASSOCIATED WITH THIS PROJECT. FOLLOW ALL CONDUITS FROM POWER SOURCES, TELCO SOURCE AND GROUNDING RODS BACK TO THEIR TERMINATION s 00 F ~ CONDITIONS AND MAY VARY SLIGHTLY FROM THE DIMENSIONS AS SHOWN. AND EQUIPMENT NOT CLAIMED BY THE OWNER SHALL BECOME THE AT THE EQUIPMENT CABINETS, AND ALL COAX AND GROUND CONDUCTORS FROM ui L NOTIFY THE ARCHITECT / ENGINEER AND CARRIER'S PROJECT MANAGER IF PROPERTY OF THE BUILDER/SUBCONTRACTOR WHO SHALL ASSUME THE EQUIPMENT CABINETS TO THE VARIOUS ANTENNA SECTORS. LOCATE NEW Z SIGNIFICANT VARIATIONS ARE ENCOUNTERED AT THE SITE. COMPLETE RESPONSIBILITY FOR THE REMOVAL AND APPROPRIATE CONDUCTORS CLEAR OF EXISTING EQUIPMENT AND FACILITIES AS POSSIBLE AND >DISPOSAL THEREOF. OUT OF WAY OF NORMAL OPERATIONS. REFER TO ITEM 1 ABOVE FOR c W 8. THE NATURE OF THE SITE RELATED ACTIVITIES REQUIRES THAT ACCESS TO X-RAYING OF POTENTIAL LOCATIONS OF CORING, CUTTING OR DRILLING AND THE SITE MUST BE MANAGED AT ALL TIMES DURING HOURS OF OPERATION 5. VERIFY ALL EXISTING SITE CONDITIONS, QUANTITIES AND DIMENSIONS BEFORE AVOIDANCE OF EXISTING REINFORCING/STRUCTURAL ELEMENTS. 1 AND WHEN THE SITE IS UNATTENDED. WORK WITH THE OWNERS REPRESENTATIVE FOR SAFETY AND SECURITY AT ALL TIMES. STARTING WORK. NOTIFY THE CONSTRUCTION MANAGER OF ANY DISCREPANCIES OR INCONSISTENCIES BEFORE PROCEEDING WITH t7 THE WORK.8. INSTALLATION OF EQUIPMENT- s 9. CONTRACTORS SHALL BE REQUIRED TO PICK UP ALL OWNER SUPPLIED EQUIPMENT AS DIRECTED BY THE PROJECT MANAGER WITH NO ADDITIONAL 6. ALL BIDDERS SHALL VISIT THE SITE BEFORE BIDDING TO FAMILIARIZE IT IS THE INTENT THIS CONTRACT THAT IN ADDITION PROVIDING APPROVAL SIGNATURES COST TO THE JOB. THEMSELVES WITH EXISTING CONDITIONS. FULLY OPERATIONALL SITE, THAT THE FINISHED INSTALLATION BE AS MINIMALLY LANDLORD NOTICEABLE AS POSSIBLE WHEN. VIEWED FORM THE SURROUNDING AREA. w 10. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. 7. CARE SHALL BE TAKEN TO LOCATE ALL EXISTING UNDERGROUND INSTALL ALL COAX, JUMPERS, MOUNTS, ANTENNAS AND OTHER MISCELLANEOUS APPURTENANCES NEAT, STRAIGHT &PAINTED AS DIRECTED. OBSTRUCTIONS, UTILITIES AND/OR EASEMENTS BEFORE DIGGING LEASING 11. CONTRACTOR SHALL HAVE A PRECONSTRUCTION MEETING WITH THE CARRIER'S OR DRILLING ON THE SITE. F PROJECT MANAGER TO DISCUSS ALL ASPECTS OF THE SCOPE OF THESE 9. INSTALLATION OF ANCHOR BOLTS: CONSTRUCTION DRAWINGS TO ENSURE HE IS FAMILIAR WITH AND UNDERSTANDS ALL 8. UTILITY CHECK - BEFORE COMMENCING ANY WORK AT THE SITE, EXTREME CARE SHALL BE TAKEN IN THE USE OF ANCHORING DEVICES THAT REQUIREMENTS AND INTENT OF EACH ACTIVITY. CONTACT THE ONE CALL SYSTEM IN THE STATE IN WHICH UNDERGROUND ARE DRILLED AND SET INTO ANY CONCRETE ELEMENT. USE OF ANCHOR BOLTS --- -- WORK IS BEING DONE. REFER TO ONE CALL NOTE ON SITE PLAN. SHALL BE RESTRICTED TO INSTALLATION AS FOLLOWS: REFER TO GENERAL 12. THE CONTRACTOR SHALL REVIEW, BE THROUGHLY FAMILIAR WITH AND NOTE #1. 05.28.15 UNDERSTAND ALL DOCUMENTS CONCERNING THIS PROJECT INCLUDING, BUT �_z NOT LIMITED TO, THIS SET OF DOCUMENTS; TOWER AND TOWER FOUNDATION DRAWINGS; SHELTER AND/OR PLATFORM DRAWINGS; STEALTH DRAWINGS (IF A. VERTICAL OR UPTURNED CONCRETE WALLS & COLUMNS - INSTALL HILTI HDA M10000 (3/8" BY 4" LONG MAX.) NON -CHEMICAL, UNDERCUT a C S " APPLICABLE) AND ALL APPLICABLE NATIONAL, STATE AND LOCAL CODES &Aw WORKING WITHIN EXISTING BUILDINGS: ANCHORS. DRILL NO DEEPER THAN 4" INTO CONCRETE SUBSTRATE. AVOID F # ORDINANCES. ALL EXISTING STEEL REINFORCING. ojw 40 4 13. NO WORK OF ANY KIND SHALL BE ACCOMPLISHED BY ANY TRADE IN FRONT 1. CONCRETE CUTTING. DRILLING AND CORING:" THE CONTRACTOR SHALL TAKE CARE TO X-RAY ALL AREAS SUBJECT TO CUTTING, B. OVER OR UNDER ANY CONCRETE SLAB, BEAM, GIRDER OR JOIST - INSTALL "DROP 00 OF ANY OPERATING ANTENNA. DRILLING, CORING OR ANY OTHER INTRUSION IN THE STRUCTURE, IN ORDER TO HILTI HDI (3/8" BY 2" LONG MAX.) CHEMICAL IN" ANCHORS. DRILL womARGARri ' * .KL,r AVOID DAMAGE TO REINFORCING OR UTILITY COMPONENTS OF THE BUILDING. NO DEEPER THAN 2" INTO CONCRETE SUBSTRATE. THE CONTRACTOR IS - 14. UNLESS OTHERWISE NOTED ON THE DRAWINGS, ALL FABRICATED STEEL ITEMS SHALL BE HOT DIPPED GALVANIZED PRIOR TO SHIPPING TO THE SITE. SHOULD ANY DAMAGE OCCUR TO THESE COMPONENTS THIS CONTRACTOR SHALL ADVISED THAT EXISTING BEAMS, GIRDERS AND JOIST WILL HAVE BEEN ,+ + 4 IMMEDIATELY CONTACT THE ARCHITECT / ENGINEER AND CARRIER'S PROJECT INSTALLED INTEGRAL WITH THE EXISTING SLABS, THEREFORE DUE CARE w MANAGER FOR CORRECTIVE ACTIONS. IF ANY ADDITIONAL CORING, CUTTING OR SHALLTOUPPER AND ER SURFACES OMITED x ## * " DRILLING IS REQUIRED FIRST CONTACT CARRIER'S PROJECT MANAGER FOR ADDITIONAL ADDITIONAL INFORMATION. ALL OPENINGS THRU RATED SLABS OR WALLS SHALL NGESTAKEN BEFORE ANY SUCH S EMBEDMENT INDICATES THE USE OF CHEMICAL ANCHORS. AVOID ALL E --w° CONSTRUCTION CODES: EXISTING STEEL REINFORCING. x 7` 'A BE INSTALLED TO MAINTAIN EXISTING FIRE RATINGS. •), 1. ALL WORK SHALL BE ACCOMPLISHED AS PER ALL APPLICABLE CURRENT STATE, IF THE INSTALLATION OF ANY PART OF THE WORK APPEARS TO COMPROMISE C. ANY SUBSTITUTIONS TO PROCEDURES OR MATERIALS NOTED HEREIN MUST o LOCAL AND NATIONAL CODES. THESE CODES INCLUDE BUT ARE NOT LIMITED THE STRUCTURAL INTEGRITY OF THE EXISTING BUILDING THE CONTRACTOR HAVE WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER BEFORE ANY w TO THE FOLLOWING: SHALL FIRST CONTACT THE ARCHITECT / ENGINEER AND CARRIER'S PROJECT ACTION IS TAKEN. ANY QUESTIONS REGARDING INSTALLATION OF ANCHOR ? INTERNATIONAL BUILDING CODE (OR LOCAL ACCEPTED CODE) MANAGER FOR DIRECTIONS AND CORRECTIVE ACTIONS BEFORE PROCEEDING. BOLTS WILL BE DIRECTED TO THE ARCHITECT AND/OR ENGINEER AS NATIONAL FIRE PROTECTION ASSOCIATION- INDICATED ON THE TITLE PAGE. NEPA 70, NATIONAL ELECTRIC CODE 2. COAX/CONDUCTOR MOUNTING - THIS CONTRACTOR SHALL PROVIDE w THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION- ADDITIONAL UNISTRUT & COAX CLIPS FOR ATTACHMENT OF THEIR 10. FIRE RATED WALLS &SLABS: H ARCHCOMM, LLC. SPECIFICATION FOR THE DESIGN, FABRICATION AND COAX AS MAY BE REQUIRED BY SCOPE OF THIS PROJECT, IF DURING THE COURSE OF THE WORK ANY CO 1 0 UCTOR AND/OR 1006 Beckett ERECTION OF STRUCTURAL STEEL FOR BUILDINGS 3, COORDINATE LOCATION OF GROUND FIELD WITH BUILDING MANAGEMENT. COAX, PASSES THROUGH ANY RATED PARTITION, w San Antonio, Texas 78213 THE AMERICAN CONCRETE INSTITUTE- THE PENETRATION SHALL BE PROTECTED WITH (210) 308-9905 BUILDING CODE REQUIREMENTS OF REINFORCED CONCRETE 4, ELECTRICAL CONTRACTOR SHALL BE APPROVED BY THE BUILDING ASSEMBLY AS IS NEEDED TO TI TBPE NO. F-15659 AMERICAN WELDING SOCIETY- OWNER/MANAGERS. REQUIRED BY ACCEPTED LOCAL, G SHEET TITLE STRUCTURAL WELDING CODE- STEEL WHERE THE PROJECT RESIDES. TOWER DESIGN- STANDARD PER ElAZDA- 5. ROOF AND FLASHING WORK SHALL BE DONE BY CONTRACTOR APPROVED BY 11 " GROUND SYSTEM: . GENERAL NOTES TIA 222 G SPECIFICATIONS TIA 607 GROUNDING & BONDING REQUIREMENTS FOR TELECOMMUNICATIONS. BUILDING OWNER MANAGEMENT. WORK BY THIS CONTRACT SHALL NOT VOID EXISTING ROOF WARRANTY. • REFER TO GROUNDING & ELECT lE 9 TF . iZE ANY WORK K IN TIA 568 COMMERCIAL BUILDING TELECOMMUNICATION WIRING STANDARD Ct3 WITH THE BUILDING CODE OR ZONING ORDI N SHEET HISTORY TIA 569 COMMERCIAL BUILDING STANDARDS FOR TELECOMMUNICATION PATHWAYS AND SPACES THIS PLAN TO BE KEPT ONa o 05.28.15 ISSUE FOR CONSTRUCTION ANSI 7`1.311 THE JOB AT ALL TWES TELECOM - DC POWER SYSTEMS - TELECOM, ENVIRONMENTAL PROTECTION _ DATE: ) E -•-------•--- INS?1TUTE FOR ELECTRIG6 & ELCTRONICS ENGINEERS (IEEE) �: IEEE 81 - GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE & EARTH SURFACE POTENTIALS OF A GROUND SYSTEM BUILDING INSPECTION DIVISION IEEE 1100 - RECOMMENDED PRACTICE FOR POWERING & GROUNDING OF REI -EASE DOES NOT APPLY TO CONSTRUCTION ELECTRONIC EQUIPMENT EASEMENTS OR PUBLIC Rf GHT-OF-WAY, IEEE C62.41 - RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGENI n AC POWER CIRCUITS Al _I r. It_'P AAI I -r q-- A s , w SFQtj� ADD 4"x8"x16" SOLID NORMAL H WEIGHT CMU BLOCKS AS REQUIRED SO THAT IT BLOCKS (17) BLOCKS a ■ ?s ARE IN EACH (FRONT AND BACK) W� �' TRAY (680 LBS PER TRAY) r REMOVE AND REPLACE (E) ANTENNA(S) PER ANTENNA DESIGN PROVIDED BY LESSEE - (E) CABLE TRAY UP WALL FROM LOWER ROOF LEVEL ADD 4"x8"06" SOLID NORMAL WEIGHT CMU BLOCKS AS REQUIRED SO THAT IT BLOCKS (17) BLOCKS ARE IN EACH (FRONT AND BACK) TRAY (680 LBS PER TRAY) > (E) ANTENNA SKID (E) ANTENNA SUPPORT SYSTEM (N) = NEW LESSEE (E) = EXISTING (F) = FUTURE 0 (E) ROOF VENT /(( I-- — — II — � N tp 00 J ��(E) SUF �(E) HOOD ----I ANTENNA PORT SYSTEM LADDER ANTENNA PORT SYSTEM (E) CABLE TRAY (E) ANTENNA SKID RELEASED FOR (N) RET CABLES PER ANTENNA DESIGN PROVIDED BY LESSEE (E) ROOF VENT 10i I d —1/ REMOVE AND REPLACE (E) ANTENNA(S) PER ANTENNA DESIGN PROVIDED BY LESSEE ESE DRAWINGS WERE PREPARED WITHOUT A SITE VISIT. PREVIOUS SITE MODIFICATION DRAWING WERE ISSUED BY ARCHCOMM, ON 05.05.15. THE CURRENT DRAWINGS ASSUME ALL WORK HAS BEEN OR WILL BE PERFORMED PRIOR TO THESE MODIFICATIONS. CONTRACTOR TO PENTHOUSE ROOF A VERIFY WORK WAS PERFORMED IN ACCORDANCE TO THE PREVIOUS MODIFICATION DRAWINGS AND SHALL CONTACT ARCHCOMM, OF ANY SCALE: 1/8" = V-0" DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. & NORTH REMOVE AND REPLACE (E) ANTENNA(S) PER ANTENNA DESIGN PROVIDED BY LESSEE (E) ANTENNA SUPPORT SYSTEM ADD 4"x8"x16" SOLID NORMAL WEIGHT CMU BLOCKS AS REQUIRED SO THAT IT BLOCKS (17) BLOCKS ARE IN EACH (FRONT AND BACK) TRAY (680 LBS PER TRAY) APPROVAL SIGNATURES LEASING 05.28.15 a VAR CA " MrIl' SKWO 91498 L^p ARCHCOMM, LLC. 1006 Beckett San Antonio, Texas 78213 (210)308-9905 TBPE NO. F-15659 SHEET TITLE PENTHOUSE ROOF PLAN SHEET HISTORY 05.28.15 ISSUE FOR CONSTRUCTION P LO 0 co Q� X W H N > N W 'z ® U ^ O UJ z ONO r ® o °° d ui ui 0.W z a t9 APPROVAL SIGNATURES LEASING 05.28.15 a VAR CA " MrIl' SKWO 91498 L^p ARCHCOMM, LLC. 1006 Beckett San Antonio, Texas 78213 (210)308-9905 TBPE NO. F-15659 SHEET TITLE PENTHOUSE ROOF PLAN SHEET HISTORY 05.28.15 ISSUE FOR CONSTRUCTION RELEASED FOR CONSTRUMON REMOVE AND REPLACE (E) ANTENNA(S) PER ANTENNA DESIGN 1SOUTH Q Q I ELEVATION (N) = NEW LESSEE (E) = EXISTING (F) = FUTURE G 05.26.15 OF . ' % 91498 ARCHCOMM, LLC. 1006 Beckett San Antonio, Texas 78213 c (210) 308-9905 TBPE NO. F-15659 SHEET TITLE BUILDING ELEVATION SHEET HISTORY 05.26.15 ISSUE FOR CONSTRUCTION c �w C E- z, wco x 7 0 W F (00 cq NV w 1 ! A '�: w W 00 =Z r- o Q F- s to W a a w w x � H APPROVAL SIGNATURES LANDLORD G 05.26.15 OF . ' % 91498 ARCHCOMM, LLC. 1006 Beckett San Antonio, Texas 78213 c (210) 308-9905 TBPE NO. F-15659 SHEET TITLE BUILDING ELEVATION SHEET HISTORY 05.26.15 ISSUE FOR CONSTRUCTION