Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
201 BAY FOREST DR STORAGE BLDG_11-1764___________
�f 0 a M m 0o r r' v M —ai c c� n 0 c r— m C)t Huber, Mark From: Slaton, Rodney Sent: Tuesday, December 13, 2011 11:30 AM To: Huber, Mark Subject: Golf Course Building As long as the building is used for storage an elevation certificate is not required. AM .r 1 Huber, Mark From: McPhail, Reagan Sent: Tuesday, December 13, 2011 8:55 AM To: Huber, Mark; Menager, Dwayne Cc: Mo Momayezi (suemomayezi@aol.com) Subject: Bay Forest Golf Course - Storage Building Gentlemen, The project is complete and constructed as per the scope of work. The Final inspection was conducted by Reagan McPhail and Dennis Hlavaty on 12/13/11 and is hereby considered accepted. The one year warranty period shall commence on 12/13/11. Reagan McPhail I /(/VA-Ar -- a PREPARED 12/13/11,,10:56:22 INSPECTION TICKET PAGE 2 CITY OF LA PORTE INSPECTOR: DWAYNE MENAGER DATE 12/13/11 --------------------------------------------------------------------------------------------- - ADDRESS : 201 BAY FOREST DR SUBDIV: CONTRACTOR AZTEC REMODELING & LANDSCAPE PHONE (832) 638-5196 OWNER CITY OF LAPORTE PHONE PARCEL 024-233-000-0001 APPL NUMBER: 11-00001764 STORAGE/ACCY --------------------------------------------- -------------------------------- PERMIT: STOR 00 BLDG PERMIT-STORAGE/ACCY REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ---------------------------------------------------------------- - --- - ------------- - --------- FIN- 01 12/13/11 DM FINAL TIME: 01:00 FINAL STORAGE SUSIE 281-910-6600 ------------------------------ - ------ COMMENTS AND NOTES-------------------------------------- EX: ABO' FUEL GOLF COURSE MAINTENANCE BARNZZ /Z ZZ ° '" C ° d. Q v d°' d 4 C V' 4 d d °. Q ° ° d ° d d ° 4 4 ° d d ° d ° ° d Q da ° —'— WASH RACK d �,• T.B.M.#1- CHISELED SQUARE IN CONCRETE \ \ AT THE SOUTHEAST CORNER OF THE v GOLF CART WASH RACK. ELEV.= 12.81 ('78 DATUM) ° v a EXISTING CONC..PAVEMENT ° 4.�� 4. d g . 4ry c 4� c. EXIST. 3/4" PVC INSIDE OF 2" PVC CONDUIT (APPROX. 60 L.F.) - e d EXIST. MAIN BREAKER BOX d 400 AMP 120/240 VOLT SINGLE PHASE v >r Iv 147 N 7, LOADING AREA X�DRIVE SCALE: 1„_ 5,ro y d � d 4 � SINGLE P0� 'ELEC. SWITCHI/N d M CHEMICAL d V Q STORAGE BUILDING a p� \\\\\\\\ EXIST. F.F. = 13.19 ° A EXIST. DRIVE I — �h oa ��/�\\/, 615„ - 91511 j\� 24'-011 311 a 4 ° I- (OPEN DRAINAGE) XN #3 @ 12" O.C. EPDXY A. d a ( S�P(6 OF TE�,gs�1t �/ PROP. STORAGE BUILDING v %* — •— —•— EXISTING CONC. *, • * I� •RODNEY lip �\. d ° LEE SLATON / .... .•... PROP. F.F.= 13.20 ° d d ° d 6 �� Iil •. 'Q O •�v��+ METAL "ROLL -UP" #3 REBAR @ 12" O.C.E.W. t�l SS�ONAL•ENG"' ��� E GARAGE DEOR d 18'-0" 124-0" .. d d . �� 21'-5" ° T — The. seal appearing on ' SECTION A A ° PROP. ° ° °N.T.S. this document was / authorized by 0, •. • NQ d q (NCO 36.02 ) . RODNEY LEE SLATON E zmno, on v. Q of CITY OF LA P O R f E DWN: RJS/JR PLANNING DEPT.ENGINEERING )IV. CK'D: GRM 604 W. FAIRMONT PKWY. LA PORTE, TEXAS 77571 PH: 281-470-5020; FAX: 281-470 )05 APP'D: RLS Scale: BAY FOREST GOLF COURT E Date: AUG., 2011 STORAGE BUIDLING PrcJect 201 No.: 2011-5002 SITE PLAN & DETAIL SHEET: 2 OF 2 CITY OF LA PORTE QUOTE FORM The City of La Porte is requesting quotes on the City of La Porte Bay Forest Golf Cours;&t x 24' Storage Building. Any exceptions to the following specifications must be noted in detail. Be sure to include all charges, including freight, handling, delivery, and any other fees. Quote must be returned on this form. Prices shall be firm for a minimum of thirty (30) days. Please fax or e-mail your quotes on this form to the Planning Department, fax number 281- 470-5005, by October 11, 2011 If more information is needed, please contact Reagan McPhail at 281-470-5065 or e-mail: mcphailr@ci.la-porte.tx.us SPECIFICATIONS Complete and in place UNIT EXTENDED EST. QTY PRICE PRICE Design and Construct 18'x24' lump sum n/a Pre-engineered metal Building As per the scope of work Total $ Freight/Delivery $ (if estimated, state "not to exceed" price) Itemize any additional fees or charges: You may use another sheet, if necessary. TOTAL COST $ (price shall be firm and may not be exceeded) State delivery time ARO (after receipt of order) days Vendor Name: Phone M Contact name: Signature: q'qe 14 e TpTyCOT/FC �OpNpe'OA 4��®�* T YF s� �A NF114c0 U� � CFOO 41 CITY of LA PORTE BAY FOREST GOLF COURSE STORAGE BUILDING SCOPE of WORK Address - 201 Bay Forest Drive (South "R" Street) Engineer and construct an 18' x 24' metal building having a minimum 12' eave height and concrete foundation. Contractor shall submit building and foundation plans to the Planning Department for a formal review and approval prior to construction. The metal building and foundation plans shall be required to be sealed and signed by a Licensed State of Texas Professional Engineer. Building design shall adhere to all applicable governmental codes and ordinances, 2009113C. Performance Bond shall not be required of this project, however a Payment Bond is required if the total cost of the project is over $50,000. A City Building Permit is required of this project. The contractor shall be required to attain a building permit prior to beginning work. The permit fee shall be waived. Building: • structure shall be primed with red oxide; • the roof shall be white, with two skylight panels, 4" insulation; • 2 each, 10' wide roll up doors east and west ends; • Building shall be equipped with vents to allow for air circulation, prevailing wind is from the southeast; • Contractor shall be required to provide a concrete apron to the east roll -up; • 120 mph wind load; • Minimum 3000 psi concrete at seven days; • Wall R Panels, minimum 26 gauge, color same as existing buildings, trim same as well. Invoice applications shall be processed on a per month basis with the exception V" 'ry acceptances ,.y) SUPPLEMENTARY CONDITIONS OF THE AGREEMENT CLP Project No. SCA PRECEDENCE: These supplementary conditions of the Agreement are a supplement and where in conflict, they take precedence over the "Standard General Conditions of the Construction Contract' of this Specification. SC-2 OWNER/ENGINEER: The word "OWNER" in these Specifications shall be understood as referring to the City of La Porte, Texas. The word "ENGINEER" in these Specifications shall be understood as referring to the City Engineer for the City of La Porte, Texas. SC-3 SCOPE OF WORK: The work to be performed under this contract consists of furnishing all materials, labor, supervision, tools, and equipment necessary to complete the work. SC-4 SEQUENCE OF WORK: All work covered by this Contract shall be completed within the number of calendar days designated by the Contractor in the Bid Proposal. SC-5 TIME OF COMPLETION: The CONTRACTOR shall complete the work as provided in the Contract Documents and within the time limitations described in paragraph SC-4, Sequence of Work, unless otherwise stipulated to proceed. Calendar days shall be computed beginning and inclusive of the first day of the Notice to Proceed. CONTRACTORS shall notify OWNER in writing 48 hours prior to start of construction. The time of completion shall include delivery time of all equipment and materials required to complete the work in conformance with the Drawings and Specifications. SC-6 LIQUIDATED DAMAGES FOR DELAY: It is understood and agreed between the parties hereto that time is of the essence of this Contract, and that for each calendar day of delay beyond the completion date (after due allowance for such extension of time as provided herein) the CONTRACTOR shall pay the OWNER as liquidated damages the sum of one hundred dollars ($100.00), it being understood between the parties hereto that such sum shall be treated not as a penalty, but as liquidated damages for loss of revenue to the OWNER. SC-7 GUARANTEE: The CONTRACTOR shall furnish the OWNER with a written guarantee on all workmanship and materials provided by him for the project. The written guarantee shall be made out to the OWNER and in a form satisfactory to the OWNER, guaranteeing all of the work under the Contract to be free from faulty materials in every particular, and free from faulty workmanship, and against injury from proper and usual wear; and agreeing to replace or to re -execute without cost to the OWNER such work as may be found to be imperfect or improper, and to make good all d^ a caused to other required replacement or re -execution. The guarantee shall bew cover a period of one year from the date of completion of all work and nt t. This guarantee must be furnished to the OWNER for approval, prior to a6 r and final payment. Neither the final certificate nor payment nor any provision i ontract Documents shall relieve the CONTRACTOR of the responsibility for neglec or faulty materials or workmanship during the period covered by the guarantee. SC-8 MATERIALS AND WORKMANSHIP: No material which has been used by the CONTRACTOR for any temporary purpose whatever is to be incorporated in the permanent structure without written consent by the OWNER. SC-9 SANITARY FACILITIES: The CONTRACTOR shall maintain sanitary facilities at a location satisfactory to the OWNER, for use by the employees of the CONTRACTORS. They shall be well ventilated, but provide proper concealment, and shall be kept scrupulously clean at all times by the CONTRACTOR. The facilities shall be removed and the site restored to its original condition upon the completion of the work. All such facilities shall conform to the requirements of the state and local health authorities, ordinance and law. SC-10 INCONVENIENCES TO THE PUBLIC: It is the declared and acknowledged intent of these specifications that all work such as backfilling of excavations, removing forms, repairs to roads and drives, and clean-up or other such operations shall follow as closely as practical to the laying or installing operations, in such a manner that the public is not unnecessarily inconvenienced nor a hazard to public safety created. Any specific limitation in the technical specifications referring to the control of the "follow-up" operations, such as the minimum distance of unfilled trench allowed behind the excavating operations, shall be strictly enforced. The OWNER or OWNER'S representative will notify the CONTRACTOR if his forces and/or equipment are insufficient to such a degree that the public is unnecessarily inconvenienced and/or a hazard to the public safety is created. The CONTRACTOR, upon notification by the OWNER or OWNER'S representative shall make necessary changes to his forces and/or equipment. SC-11 PERMITS: Permits and licenses of a temporary nature necessary for the prosecution of the work shall be secured and paid for by the CONTRACTOR. Easement, right-of-way and instruments of a permanent nature shall be secured and paid for by the OWNER. CONTRACTOR shall obtain all required permits from the City of La Porte and any other affected agency. SC-12 CLEAN-UP: The CONTRACTOR shall at all times keep the site and structures or facilities thereon free from accumulations of waste material, debris or rubbish caused by his employees or work; at the completion of the work he shall remove from the site all his tools, surplus materials, debris, and shall leave the site and his work "broom clean" or the equivalent, unless otherwise noted on the drawings or specified by the OWNER. SC-13 OPERATIONS AND BUSINESS OF THE OWNER: It is of great importance that the OWNER'S operations meet with a minimum of interference resulting from the work requiring by these Contract Documents. The CONTRACTOR shall, therefore, conduct his work in such a manner as to permit these continued operations - as not to interfere with the business of the OWNER. The CONTRACTOR sh �te of entry designated by the ARCHITECT/ENGINEER at the pre-const e g and restrict all his vehicle and personnel to this route and to the site. king or hindering of traffic will not be permitted. • C� SC-14 SEPARATE CONTRACTS: The OWNER reserves the right to let other contracts in connection with this work. The CONTRACTOR shall afford other contractors reasonable opportunity for the introduction and storage of their materials and the execution of their work and where required, shall properly connect and coordinate his work with theirs. SC-15 RIGHTS OF VARIOUS INTERESTS: Wherever work being done by the OWNER'S forces or by other contractors contiguous to work covered by this contractor, the respective rights or the various interests involved shall be established by the OWNER or his resident inspector, to secure the completion of the various portions of the work in general harmony. CONTRACTOR shall issue work schedules in conflicting areas as requested by the OWNER or his resident inspector. SC-16 STORAGE OF MATERIALS AND EQUIPMENT: Any material which has deteriorated, become damaged or otherwise unfit for use, shall not be used in the work. Any material or equipment must be stored at a location directed by the ENGINEER at the pre -construction meeting. Upon completion of all work, or when directed by the OWNER, the CONTRACTOR shall remove such storage facilities or equipment form the site. SCAT PUBLIC UTILITY OBSTRUCTIONS: Pipe lines and other existing underground structures in the vicinity of the work are shown on the drawings according to the best information available to the OWNER. The OWNER does not guarantee the accuracy of this information. The CONTRACTOR shall make every effort to locate all underground utilities by prospecting in advance of trench excavation. The cost of repair of existing utilities damaged by the CONTRACTOR shall be borne by the CONTRACTOR, and shall be scheduled so as to cause the least possible inconvenience to the public. Any delay or extra cost to the CONTRACTOR caused by pipe lines or other underground structures or obstructions not shown on the plans or found in different locations than those indicated, shall not constitute a claim for extra work, additional payments, or damages. SC-19 PROTECTION OF EXISTING FACILITIES: The CONTRACTOR shall use construction equipment, labor, or techniques to insure that existing facilities such as but not limited to, existing utilities are not damaged. A careful pre -construction inspection of existing facilities will be made with the OWNER and the CONTRACTOR. SC-20 PROTECTION OF TREES AND SHRUBS: Any trees, shrubs, plants, or ornamental growth within the right-of-way, not directly interfering with the construction of the road bed, sidewalks, driveways or sewer shall be protected from damage by the CONTRACTOR. Any tree, shrub, plant or ornamental growth that interferes with the construction of the roadway, sewers, sidewalks or driveways shall be relocated to a location satisfactory to the adjoining property owner outside of the street right-of-way. Large trees not conducive to moving shall be removed and disposed. SC-21 PROJECT SCHEDULING: CONTRACTOR shall coordinate all work with OWNER. SC-22 WATER FOR CONSTRUCTION AND TESTING: CONTRACTOR may obtain water for construction and testing from the City of La Porte at his cost. A construction meter will be provided at no cost to the CONTRACTOR for the duration of construction. SC-23 OPERATION OF EXISTING FACILITIES: The City of La Porte shall operate all existing facilities (i.e., lift stations, valves, fire hydrants) during construction. SC-24 OWNER'S PROPERTY INSURANCE: Owner shall not be required to provide any additional property insurance coverage under this contract. SC-25 REQUIRED CONTRACTOR INSURANCE: 'CONTRACTOR shall obtain insurance as detailed. Each policy obtained by the CONTRACTOR for work with this contract, with exception of the Worker's Compensation policy, shall name the OWNER and the ARCHITECT/ENGINEER as an additional insured. The coverage and amounts designated are minimum requirements and do not establish limits of the contractor's liability. Additional coverage may be provided at the CONTRACTOR'S option and expense. Insurance must include: General Liability: Commercial General Liability General Aggregate Personal Injury Each Occurrence Automobile Liability: Combined Single Limit $1,000,000.00 $1,000,000.00 $1,000,000.00 $1,000,000.00 Excess Liability: Umbrella Each Occurrence $1,000,000.00 Each Aggregate $1,000,000.00 Worker's Compensation: As required by the State of Texas. A. Definitions: Certificate of coverage ("certificate"). A copy of a certificate of insurance, a certificate of authority to self -insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83 or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. Duration of the project - includes the time from the beginning of the work on the project until the contractor's work on the project has been completed and accepted by the OWNER. Persons providing services on the project - includes all persons or entities performing all or part of the services the contractor has undertaken to perform on the project, regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner -operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other services related to the project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. B. The CONTRACTOR shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all employees of the contractor providing services on the project, for the duration of the project. C. The CONTRACTOR must provide a certificate of coverage to the OWNER prior to being awarded the contract. D. If the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project, the contractor must, prior to the end of the coverage period, file a new certificate of coverage with the OWNER showing that coverage has been extended. E. The CONTRACTOR shall obtain from each person providingrwVX)rthe project, and provide the OWNER: UOPY (1) a certificate of coverage, prior to that person beginning work on the project, so the OWNER will have on file certificates of coverage showing coverage for all persons providing services on the project; and (2) no later than seven (7) days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. F. The CONTRACTOR shall retain all required certificates of coverage for the duration of the Project and for one (1) year thereafter. G. The CONTRACTOR shall notify the OWNER in writing by certified mail or personal delivery, within ten (10) days after the contractor knew or should have known, of any change that materially affects the provisions of coverage of any persons providing services on the project. H. The CONTRACTOR shall post on each project site a notice, in the text, form and manner prescribed by the Texas Workers' Compensation Commission, informing all persons providing services on the Project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. I. The CONTRACTOR shall contractually require each person with whom it contracts to provide services on the Project, to: (1) provide coverage, based on proper reporting of classification codes and payroll amount and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the Project, for the duration of the Project; (2) provide to the CONTRACTOR, prior to that person beginning work on the Project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the Project, for the duration of the Project; (3) provide the CONTRACTOR, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate ends during the duration of the Project; (4) obtain from each other person with whom it contracts, and provide the CONTRACTOR: (a) a certificate of coverage, prior to the other person beginning work on the project; and (b) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate ends during the duration of the Project. (5) retain all required certificates of coverage on file for the 0a. tt) Project and for one (1) year thereafter; 4-, W Y (6) notify the OWNER in writing by certified mail or personal delivery, within ten (10) days after the person knew or should have known, of any change that 0 0 materially affects the provisions of coverage of any person providing services on the Project; and (7) contractually require each person with whom it contracts, to perform as required by paragraphs (1) - (7), with the certificates of coverage to be provided to the person for whom they are providing service. J. By signing this contract, the CONTRACTOR is representing to the OWNER that all employees of the CONTRACTOR who will provide services on the Project will be covered by workers' compensation coverage for the duration of the Project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self -insured, with the Commission's Division of Self -Insurance Regulations. Providing false or misleading information may subject the CONTRACTOR to administrative penalties, criminal penalties, or other civil action. K. The CONTRACTOR'S failure to comply with any of these provisions is a breach of contract by the CONTRACTOR which entitles the OWNER to declare the Contract void if the CONTRACTOR does not remedy the breach within ten (10) days after receipt of notice of breach from the City. The CONTRACTOR shall be responsible for insurance to cover equipment, tools, materials, supplies, etc. used in the performance of work, owned or rented, the capital value of which is not included in the cost of this Contract. Insurance policies are to be written by companies authorized to do business under the laws of the State of Texas and on forms approved by the Insurance Commission of the State of Texas. The CONTRACTOR shall provide the OWNER a copy of all insurance policies. All of the insurance required to be carried by the CONTRACTOR shall be by policies which shall require on their face, or by endorsement, ten (10) days written notice to the OWNER before they may be cancelled and within which ten day period the CONTRACTOR covenants that it will provide other suitable policies in lieu of those about to be cancelled so as to maintain in effect the coverage required under the provisions hereof. Failure or refusal of the CONTRACTOR to obtain and keep in force the above required insurance coverage shall authorize the OWNER, at its option, to terminate this contract at once. The CONTRACTOR shall indemnify and save harmless the OWNER, its officers, employees, and agents from all claims and liability due to the activities of itself, its agents, or employees performed under this contract and which result from an error, omission, or negligent act of the CONTRACTOR or of any person employed by the CONTRACTOR. The CONTRACTOR shall indemnify and save harmless the WNER httlb from any and all expenses, including attorney fees, which might be incur e OWNER in litigation or otherwise resisting said claims or liabilities whirs, imposed on the OWNER as a result of such activities by the CONTRACT' agents, or employees. La Porte Ordinance No. 1773, approved July 2: payment and performance bonds payable to the projects shall meet all of the following criteria: 3 BONDS: As required by City of 1991, corporate sureties issuing City of La Porte on public works a. The surety company must be authorized to do business in the State of Texas, which authorization must be recorded in the files of the Texas State Board of Insurance; b. The surety company must be an approved surety company listed in the current United States Department of Treasury list of approved corporate sureties for payment and performance bonds for federal jobs, including specifically the rules to underwriting limitation; C. The surety company must be authorized to issue payment and performance bonds in the amount required for the Contract, which authorization must be recorded in the files of the Texas State Board of Insurance; d. The person executing the Payment and Performance Bonds must be a licensed Texas local recording agent and such licensing must be recorded in the files of the Texas State Board of Insurance; and e. The person executing the Payment and Performance Bonds must be authorized by the surety company to execute performance and payment bonds on behalf of the company in the amount required for the Contract and such authorization must be recorded in the files of the State Board of Insurance. f. Failure to meet the criteria for acceptability of surety company issuing Payment and Performance Bonds will result in the disqualification of the bid. g. The Payment and Performance Bonds shall remain in effect at least one year beyond final acceptance of work under the Contract by the Owner. SC-27 RETAINAGE: Five percent (5%) of the total contract price will be retained until final payment as described below. On or before the tenth (10th) day of the month, the CONTRACTOR shall prepare and submit to the ARCHITECT/ENGINEER for approval or modification a statement showing as completely as practicable the total value of the work done by the CONTRACTOR up to and including the last day of the preceding month; said statement shall also include the value of all sound materials delivered on the site of the work that are to be fabricated into the work. The OWNER shall then pay the CONTRACTOR on or before the fifteenth (15th) day of the month the amount of the approved statement, less five percent (5%) of the amount thereof, which shall be retained until final payment. It is understood, however, that in case the whole work be near to com?NIT p me unexpected and unusual delay occurs due to no fault of the CO1O the OWNER may, upon written recommendation of the ARCHITECT/EIpay a reasonable and equitable portion of the retained percentage to the Cthe CONTRACTOR at the OWNER'S option, may be relieved of the gatio to fully complete the work and, thereupon, the CONTRACTOR shall receive payment of the balance due him under the Contract subject to contractual conditions. SC-28 PREVAILING WAGES: The CONTRACTOR and his subcontractors shall expressly comply with Article 5159A, Revised Civil Statutes of Texas, 1925, commonly known as, "The Prevailing Wage Act" including the latest provisions. Not less than the minimum prevailing wage for the Harris County area as attached at the end of these supplementary conditions shall be paid for labor which is employed by the CONTRACTOR and his subcontractors for execution of this contract. The CONTRACTOR and his subcontractors shall keep accurate records of the names, wage classifications, and hourly wages paid to each worker employed on this project. These records shall be open to inspection by the OWNER. SC-29 CONTRACT INTERPRETATION AND WORK ACCEPTABILITY: The ARCHITECT/ENGINEER will be the final interpreter of the requirements of the contract documents and sole judge of the acceptability of work thereunder. ARCHITECT/ENGINEER will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. Claims, disputes and other matters relating to the acceptability of the Work or the interpretation of the requirements of the Contract Documents pertaining to the performance and furnishing of the Work in respect of changes in the Contract Price or Contract Times will be referred initially to ARCHITECT/ENGINEER in writing with a request for a formal decision in accordance with this paragraph. Written notice of each such claim, dispute or other matter will be delivered by the claimant to ARCHITECT/ENGINEER and the other party to the Agreement promptly (but in no event later than 30 days) after the start of the occurrence or event giving rise thereto, and written supporting data will be submitted to ARCHITECT/ENGINEER and the other party within 45 days after the start of such occurrence or event unless ARCHITECT/ENGINEER allows an additional period of time for the submission of additional or more accurate data in support of such claim, dispute or other matter. The opposing party shall submit any response to ARCHITECT/ENGINEER and the claimant within 30 days after receipt of the claimant's last submittal (unless ARCHITECT/ENGINEER allows additional time). ARCHITECT/ENGINEER will render a formal decision in writing within 30 days after receipt of the opposing party's submittal, if any, in accordance with this paragraph. The ARCHITECT/ENGINEER's rendering of a formal decision shall be a condition precedent to further dispute resolution actions. Conference between Senior Representatives: Before the submission of the claim or controversy to mediation or arbitration the disputing parry shall give the other party written notice of appeal of the dispute including the engineer/architect. Within ten (10) days after receipt of said notice the receiving party shall submit to the other a written response. The notice and response shall include (a) a statement of each party's position and a summary of the evidence an arguments supporting its position, and (b) the name and title of the executive offftter , who will represent that party. The executive officers shall meet at a mutually acce t time and place within twenty (20) days of the date of the disputing party's notice an 6 thereafter as often as they reasonably deem necessary to exchange relevant information and to attempt to resolve the dispute. 0 • A Mediation: Any Claim arising out of or related to the Contract may, by mutual agreement between the parties, and after initial decision by the ARCHITECT/ENGINEER, be subject to mediation. By mutual agreement, the parties may endeavor to resolve their Claims by mediation which, unless the parties mutually agree otherwise, shall be in accordance with the Construction Industry Mediation Rules of the American Arbitration Association currently in effect. Request for mediation shall be filed in writing with the other parry to the Contract and with the American Arbitration Association. The parties shall share the mediator's fee and any filing fees equally. The mediation shall be held in the place where the Project is located, unless another location is mutually agreed upon. Agreements reached in mediation shall be enforceable as settlement agreements in any court having jurisdiction thereof. Arbitration: Any Claim arising out of or related to the Contract shall, after initial decision by ARCHITECT/ENGINEER, may be subject to arbitration. Claims not resolved by mediation shall be decided by arbitration which, unless all parties mutually agree otherwise, shall be in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association currently in effect. The demand for arbitration shall be filed in writing with the other party to the Contract and with the American Arbitration Association, and a copy shall be filed with the ARCHITECT/ENGINEER. A demand for arbitration shall be made within 30 days after the ARCHITECT/ENGINEER's decision, or within 14 days after the final mediation proceedings, if both parties mutually agree to mediation. Limitation on Consolidation or Joinder. No arbitration arising out of or relating to the Contract shall include, by consolidation or joinder or in any other manner, the ARCHITECT/ENGINEER, the ARCHITECT/ENGINEER'S employees or consultants, except by written consent containing specific reference to the Agreement and signed by the ARCHITECT/ENGINEER, OWNER, CONTRACTOR or any other person or entity sought to be joined. No arbitration shall include, by consolidation or joinder or any other manner, parties other than the OWNER, CONTRACTOR, and other persons substantially involved in a common question of fact or law whose presence is required if complete relief is to be accorded in arbitration. No person or entity other than the OWNER, CONTRACTOR shall be included as an original third party or additional third party to an arbitration whose interest or responsibility is insubstantial. Consent to arbitration involving an additional person or entity shall not constitute consent to arbitration of a Claim not described therein or with a person or entity not described therein. The foregoing agreement to arbitrate and other agreements to arbitrate ith an additional person or entity duly consented to by parties to the Agreement; specifically enforceable under applicable law in any court having jurisdiction tNe Claims and Timely Assertion of Claims. The party filing a notice of derfVJ41 arbitration must assert in the demand all Claims then known to that party on whiclT arbitration is permitted to be demanded. Judgment on Final Award. The award rendered by the arbitrator or arbitrators shall be final, and judgment may be entered upon it in accordance with applicable law in any court having jurisdiction thereof. [NG RND. EMU. cons Bou )RAGE ' a mR.) EXISTING CONC. PAVEMENT P I�* �� f ,a •Y 'V yW EMU. COVERED M/ LOeDING NIEA / 4 CNENICK / STgNGE BINIDING �a EXIST. DRIVE NIOP. SICIUGE 91NIDING -0 .w YROV. . PROPOSED 18'x24' z METAL BUILDING -i`� a LA' --r- d % 1 EXIST. CONC. ' v�cliRy � SEL �SGICRRe IH CCNCAEiE ✓ �� mRN or ne �Ev= pve Deng `twP" SECTION A-A-.r.�-..- N.T.S. crrN OT UPo�n BAY Fg UGIXE CWRSE STO E BUIOLING &ITE PLAN & DETAIL& COMMERCIAL �TI W & S WORK ORDER# DATE s%x2 �a`— NEW TTION LEGAL DESCRIPTION Lks'1- 3a $\ k 1(L I y L2 Pp r nvvW.R C Om O � DATE ll-►&'-II WATER FRONT FT. FEES SEWER FRONT FT FEES WATER TAP SEWER TAP BUILDING PERMIT PLAN REVIEW FEE. ELECTRICAL•PERA= TEMI'ORARI' POWER POLE PLUMBING PERMIT MECHANICAL PERMIT S:\CPShareUaspctioas\COMA4ERCfAI.ASP S�TAa C -.(938 •Sly �P ADDRESS REQUEST (COPY Rwm FROM ENGR.) ZONING CLASSIFICATION FLOOD ZONE (PER ENGINEERING). BLDG. PLANS SUBMITTED UTa= EXT. AGRMT REC'D Y OR N BLDG PLANS REVIEWED BLDG. PERMIT RELEASED FOR ISSUANCE PERMIT # FEES PAID 0 6 I SP- TIO DA,, `''RES iN PECTOFt REINARKS� r - - FAXED: T POLE CONST ELEV CERT mv'd if in AEIVE zone FORM SURVEY If applicable) GROUND PLUMBING PIERS SLABIFOUNDATION WATER SERVICE LINE SEWER ELEC UNDERGROUND (if applicable) COVER-UP LEAD TEST BRICK TIE DRIVEWAY SIDEWALKS FINAL DRAINAGE/GRADING FINAL ELEV CERTIFICATE RECEIVED: ELEVATION SHOWN FOR TOP OF FINISHED FLOOR IS: REQUIRED BFE: IS THE ELEVATION SHOWN 12" OR MORE ABOVE BFE: (YES) OR (NO) FAXED: GAS FINAL FAXED: ELECTRIC FINAL OTHER (patio, lawn sprinklers, etc.)_ Q FINAL ^A�. glj�t150k MA- City of La Porte 604 W Fairmont F La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 11-00001764 Date 11/21/11 Property Address . . . . . . 201 BAY FOREST DR HCAD Number: 024-233-000-0001 Application type description STORAGE/ACCY Subdivision Name . . . . . . Property Use . . . . . . . . REAL VACANT COM IN CITY Property Zoning . . . . . . . PLANNED UNIT DEVELOPMENT Application valuation . . . . 22650 Owner Contractor ------------------------ ------------------------ CITY OF LAPORTE AZTEC REMODELING & LANDSCAPE PO BOX 1115 P O BOX 594 LA PORTE TX 775721115 SEABROOK TX 77586 (832) 638-5196 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . NON-COMBUSTIBLE II Occupancy Type . . . . . . STORAGE Other struct info . . . . . FLOOD ZONE ae ---------------------------------------------------------------------------- Permit . . . . . . BLDG PERMIT-STORAGE/ACCY Additional desc . . SLAB & METAL BUILDING Permit pin number . 397372 Permit Fee . . . . .00 Plan Check Fee .00 Issue Date . . . . 11/21/11 Valuation . . . . 22650 Expiration Date . . 5/19/12 ---------------------------------------------------------------------------- Special Notes and Comments November 21, 2011 9:23:26 AM lapovfl. 1. AS PER APPROVED SITE PLAN/CONSTRUCTION DRAWINGS AND ATTACHED COMMERCIAL BUILDING PERMIT NOTES ATTACHED. 2. CALL FOR INSPECTIONS BEFORE ANY WORK IS COVERED. 3. CONTRACTOR IS RESPONSIBLE TO CLEAN ALL CONSTRUCTION DEBRIS/TRASH. 4. FOUNDATION MAKE UP MUST BE APPROVED BY REAGAN MCPHAIL BEFORE PLACEMENT. 5. NO OTHER WORK INCLUDED IN THIS PERMIT. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 (SIGNATURE OF CONTRACTOR OR-AUJI, ORIZED AGENT) lit DATE (APPROVED BY BUILDING OFFI IZED AGENT) DATE City Zip �. F® V, V 11 ?oll aoeer t,rry "N Contractor Email yddress:R7l6cLt�,SC4)9o1 Fax: �R'f—lar6-Io19Contact Person:�VZ��/��/i174Zt Engineer. Building Use:.iu_. _ • Sq. Footage: A—# Stories_ Describe Work: '5K (n J0 Or- NOT A VALID PERMIT UNTIL OWNER IS NOTIFIED OF APPROVAL & ALL APPLICABLE FEES ARE PAID IN FUL4 MN C0P r-0• F Only Occupancy TypedCC� Flood Zoo Class Work Sq. Ft.� 3z Construction Type_ Use Zone # Stories 1—Parking R Last use of Building Date use ceased: d� Commercial Buildings Plans Only -Fire Marshal Approval kr l F. r C . M Date / / - / 7 - Checked/Approved for Issuance By: �• ^ t Date Permit No. 1I-1 %lL Permit ar Lf .S HCAD o 2 — 2 3 3 Residential driveway tie-in fee:_ Parkland(New Res. QnW: Zone G ti� <ob V r4°F c �n...rdnTto.J .nnr.• �p n't..ri- l3. /4QfR fna/-fer S,.ir�r:nn�.rs Ll..(-.r-. I�NY .P an Check Fee: V V Ne orb+. i pr1(k- . J c! J J-J v,4 j1.ri r. aye, j �Fa� Ibyaeew{ � , Wrul04 L 246 lbo *1b. . 0 ECEUVE` NOV 1 1 2011 - or a�` _ )1-11-11 BUILDING DESCRIPTION WADTH: 18 LENGTH: 24 EAVE HEIGHT: 12 PITCH: 1.0: 12 BAY SIZE: 1 at 24 TYPE: SYMMETRICAL This is to certify that the above referenced building is being designed in accordance with the American Institute of Steel Construction (AISC) and the American Iron and Steel Institue (AISI) design procedures and good engineering practice for the following loads. Loads are being applied to meet or exceed the requirements of the 2009 edition of the International Building Code. DESIGN LOADS LIVE LOAD ROOF LIVE LOAD: 20.00 LOAD REDUCTION USED: Yes FRAME LIVE LOAD: 19.68 DEAD LOAD: 2.500 - COLLATERAL LOAD COLLATERAL LOAD: 0 1 CLOSURE: Closed SNOW LOAD ROOF SNOW LOAD: 10 GROUND SNOW LOAD, (P ): 10.0000 SNOW EXPOSURE FACTOR, C,: 1 FLAT ROOF SNOW LOAD, Pi: 10.0000 SNOW IMPORTANCE FACTOR, / 1.0000 THERMAL FACTOR, CN : 1.00 WAND DESIGN DATA BASIC W9ND SPEED: 120 1 WIND IMPORTANCE FACTOR, / : 1.00 OCCUPANCY CATEGORY: II — Normal I WIND EXPOSURE FACTOR: C INTERNAL PRESSURE COEFFICIENT C i—P: 0.18 C i—S : —0.18 COMPONENTS h CLADDING: 26.634 EARTHQUAKE DESIGN DATA SEISMIC IMPORTANCE FACTOR, / : 1.00 1 SITE CLASS: A MAPPED SPECTRAL RESPONSE ACCELERATION, S,: 0.09 MAPPED SPECTRAL RESPONSE ACCELERATION, Sr: 0.04 SPECTRAL RESPONSE COEFFICIENTS, Sm : 0.09 SPECTRAL RESPONSE COEFFICIENTS. Sm : 0.06 DESIGN BASE SHEAR (LONGITUDINAL): 0.09 (TRANSVERSE): 0.04 BASIC SEISMIC —FORCE —RESISTING SYSTEM(S): CONCENTRICALLY BRACED = 3.25 MOMENT FRAMES = 3.50 CANTILIVERED COLUMNS = 1.25 SEISMIC RESPONSE COEFFICIENTS , (Cs): 0.142 ISEISMIC DESIGN CATEGORY: A RESPONSE MODIFICATION FACTORS , : 3.0000 ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL PROCEDURE OCCUPANCY CATEGORY: II — Normal ADDITIONAL LOADS PANELS TRIM COLORS TTPE GAU COLOR R TRIM CAVE GUTTER DOWNSPOUTS ROOF PANELS PBR '26 GAUfI COL EA TRIM CORNER TRW BASE TRIM WALL PANELS PBR 26 GMl4i COLOR LIMB iRW LINER rem LINER PANELS R PANEL s WAso Ooze x PBR PANEL .w"M mr CITY COPY IF THE APPROVED PLAN,) ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR } TO THE CHANGE OCCURRING REVIEWED FOR CODE COMPLIANCE KAMRAN BARBOD �N\iv WSS/ON r 11-16-11 'po �a I 190 'e F— ao 14' L J EW 2" See Plan =TAIL A 11 3/4 JI 1'-0 DETAIL 8 zI T— B e" i i c 0 N o° E 1 n IE v i i B B 2� ANCHOR BOLT PLAN NOTE: All Bose Plates O 100'-0" (U.N.) Co SW N Z REVIEWED FOR N Of CODE COMPLIANCE z ♦ Dia= 3/4" ® Dia= 5/8" fall IF THE APPROVED PLM3 ' ARE MODIFIED, A NEW SUBMIT TO THE CITY IS REQUIRED PRI( TO THE CHANGE OCCURRING SE OFI y 84453 a- CENSF-p iiiSS�ONAL tXV - e 11-16-11 ROOF SLOPE: DESCRIPTION ANCHOR BOLT PLAN 1.0:12 CUSTOMER MOE MOMAYEZI FRAME TYPE: -- OWNER BAY SPACING: 1 at 24 LOCATION CITY OF LAPORT 77571 BUILDING SIZE: RWN BY: ATE: KD BY: ATE: 18'-0" x 24'-0" x 12'-O" 1/16/11 - - O 1 K— QT- COLUMN LINE r IV IV RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, @ BASE PLATES Column Reactions k ) Frm Col Load Hmax V Load min V Anc.-Boll Base -Plate (inl Lk Line Una 10 H Vmox ID H Vmin Oty Dia Width Length 1 • D 3 1.7 -0.9 4. -2.9 -3.5 4 0.750 6.000 8.380 0.500 1 0.5 2.8 2 -2.4 -4.6 , 1 • A 5 2.9 -3.5 2 -1.7 -0.9 4 0.750 6.000 8.380 0.500 1 -0.5 2.8 3 2.4 -4.6 1 • Frame lines: 1 2 NOTES FOR REACTIONS 1. All loading conditions ore examined and only maximum/minimum H or V and the corresponding H or V are reported. 2. Positive reactions are as shown in the sketch. Foundation loads ore in opposite. directions. 3. Bracing reactions are in the plane of the brace with the H pointing away from the braced bay. The vertical reaction is downward. 4. Building reactions are based on the following building data: Width (ft) - 18.0 Length (ft) - 24.0 Eave Height (ft) - 12.0/ 12.0 Roof Slope ((r se/12) - 1.0/ 71 0 Dead Load (psf ) = 2 5 Collateral Load(psf = 0.0 Roof. Uve Load psf - 20.0 Frame Live Load(psf - 19.7 Snow Load (psf ) - 10.0 Wind Speed `mph) - 120.0 Wind Code - IBC 09 Exposure - C Closed/Open - C Importance Wind - 1.00 Importance Seismic - 1.00 Seismic Desiggn Categgory - 0 Seismic Coen (Fo•Ss) - 0.05 5. Loading conditions are i DL+CL+LL 2 0.60DL+WU 3 0.60DL+WR1 4 0.60DL+WL2 5 0.60DL+WR2 6 0.60DL+WR2+WS 7 0.600L+WP+LnWnd2 8 DL+CL+0.75SL+0.75WR2+0.75WS+0.75SIide Grout (in) 0.0 rr RIGID FRAME: BASIC COLUMN REACTIONS (k.) Frame Column ---- Dead -------- Live---- ---- Snow ------WInd11--- --Wind-Rl--- --WInd12--- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 1 • 0 0.1 0.5 0.4 2.3 0.2 1.2 -2.5 -4.9 1.7 -1.2 -2.9 -3.8 1 • A -0.1 0.5 -0.4 2.3 -0.2 1.2 -1.7 -1.2 2.5 -4.9 -1.3 -0.1 Frame Column --Wnd_R2 --- ---LnVAndl-- ---LnWnd2-- -LWND1_L2E- -LWNDl-R2E- -LWND212E- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 1 • D 1.3 -0.1 0.6 -3.3 0.2 -2.2 0.0 -0.6 -0.1 -0.2 0.0 -0.6 1 • A 2.9 -3.8 -0.6 -3.3 -0.2 -2.2 0.1 -0.2 0.0 -0.6 0.1 -0.2 Frame Column -LNiND2..R2E- Line Line Horiz Vert 1 • D -0.1 -0.2 1 • A 0.0 -0.6 1 • Frame lines: 1 2 ENDWALL COLUMN: BASIC COLUMN REACTIONS (k ) Frm Cal Dead Wind-P Wind-S Una Line Vert Horz Horz 1 C 0.0 -0.9 1.0 1 B 0.0 -0.9 1.0 2 B 0.0 -0.9 1.0 2 C 0.0 -0.9 1.0 ENDWALL COLUMN: MAXIMUM REACTIONS, ANCHOR BOLTS. & BASE PLATES Column Reactions k ) Fmi Col Load Hmax V Load min Line Line 10 H Vmax ID H 1 C 6 1.0 0.0 7 -0.9 8 0.7 0.0 1 B 6 1.0 0.0 7 -0.9 8 0.7 0.0 2 B 6 1.0 0.0 7 -0.9 8 0.7 0.0 2 C 6 1.0 0.0 7 -0.9 8 0.7 0.0 V Anc. Bolt Base_Plate (in) Grout ���� CITY Vmin Oty Dia Width Length chick (in) 0.0 2 0.625 7.000 8.000 0.250 0.0 COPY 0.0 2 0.625 7.000 8.000 0.250 0.0 0.0 2 0.625 7.000 8.000 0.250 0.0 0.0 2 0.625 7.000 8.000 0.250 0.0 ANCHOR BOLT SUMMARY Total Bend Dia Len Lan Pro Oty Locate (in) Type (in) (in) (in B Endwoll 5/8- A307 12.0 3.00 1.50 2 i6 Frame 3/4- A307 18.0 4.00 2.00 BUILDING BRACING REACTIONS f Reactions (k ) Panel -Wall - Col -Wind - -Seismic - Shear Loc Una Line Horz Vert Horz Vert (lb/ft) L-EW 1. Rigid Frame At Endwall F-SW A 1 .2 1.4 0.6 0.0 0.0 RAW 2 Rigid Frame At Endwoll B_SW D 2 ,1 1.4 0.6 0.0 0.0 REVIEWED FOR CODE COMPLIANCE IF THE APPROVED PLANS ARE MODIFIED; ANEW SUBMITI TO THE CITY IS REQUIRED PRIG TO THE CHANGE OCCURRING Y OF 9fll,I i fr ........... �.. KAMRAN BARBOD j.... u.................. ;.{ e � 84453 � 11-16-11 m ROOF SLOPE: DESCRIPTION ANCHOR 80LT PLAN 1.0:12 V) CUSTOMER MOE MOMAYEZI FRAME TYPE: Z U) -- OWNER BAY SPACING: jao 1 at 24 LOCATION CITY OF LAPORT 77571 UJ I RWiV BY: A CHKD BY: ATE: (Y 18'-0' x 24-0- x 12'-0' 11 /16/11 - - a®UVE LOAD (psf): 20.00 ISSU : JOB NO.: SHU, NO.: Z WIND LOAD (Mph): 120. 0 K-1464 AB-2 n n 4'-0' RF -I E-1 FI II I RFt-2 I II I FI _ 1P w u+ II ' I I II II I I II U W II II RF7-3 I - w I I II I II W I II I I II PURUN ^•'-' GFl Br Strap (TYP.) . LAP ROOF FRAMING PLAN REVIEWED FDR ruc LIANDE 1 JJ _3 140, lJ�OOG9 CITY COPY IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING OF 044JJ IQ S ♦lot 111, _ `,'ONAL 11-16-11 ROOF SLOPE: DESCRIPTION COVER SHEET 1.0:12 CUSTOMER MOE MOMAYEZI FRAME TYPE: ADDRESS BAY SPACING: CITY/STATE 1 of 24 OWNER LOCATION CITY OF LAPORT 77571 BUILDING SIZERWN BY: ATE: KD BY: ATE: 18'-0' v 24'-0" z 12'-0' 1/16/11 -- -- LIVE LOAD (psf): 20.00 I U JO NU.: SHEE NO.: WIND LOAD (mph): 120 0 E-1 RF1-1 RF1-1. SIDEWALL FRAMING: FRAME LINE A '-O'OUT-TO-OUT OF STEEL RF1-1 RF1-1 SIDEWALL FRAMING: FRAME LINE D REVIEWED FOR CODE COMPLIANCE m 4 1 G-3 18Z23x12 IF THEAPPROVED PLANS ARE MODIFIED, ANEW SUBMITTAi TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING ROOF SLOPE: DESCRIPTI01 1.0:12 CUSTOMER FRAME TYPE: ADDRESS BAY SPACING: CITY/STATE 1 at 24 ....... 18'-0' x 24'-0* x 12'-0" KAMRAN BARBOD 84453 a-- F CiC fNS� ���• ONAL 11-16-11 n/16/11 -- -- JE: JOB NO.: SHEET NO.: D E — 2 0 0 I 0 I 0 I 0 I 0 I 0 I 0 1 0 I 0 I N N (V (V N N N N SIDEWALL SHEETING .& TRIM: FRAME LINE A PANELS: 26 Go. PBR — OMB Stock Color Iol 0 0 0 0 0 0 a 0 (V (V N N iV iV N N SIDEWALL SHEETING & TRIM: FRAME LINE D PANELS: 26 Go. PBR — OMB Stock Color IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING REVIEWED CODE CDNPi FOR DANCE 11-16-11 I • y Qr ,12 12 ENDWALL FRAMING: FRAME LINE 1 IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING H-1 II �� II 11 11 11 II o II jai 11 II 11 II 11 II ----;— — — — — — — ---- --- I---- EC-1 EC-1 ENDWALL FRAMING: FRAME LINE 2 REVIEWED FOR CODE COMPLIANCE 4 2 I 4 1 C-5 3 4 n1 4 12 r1 rhh' 12 KAMRAN BARBOD O•FYJJ Q 11-16-11 > ROOF SLOPE: DESCRIPTION COVER SHEET m 1.0:12 CUSTOMER MOE MOMAYEZI FRAME TYPE: ADDRESS V) CITY/STATE BAY SPACING: o I at 24 OWNER _O V) LOCATION CITY OF LAPORT 77571 w BUILDINGRWN BY: ATE: HKD BY: ATE: 18'-0" x 24'-0* x 12--0- 1/16/11 -- -- a © jj UVE LOAD (psf): 20.00 ISSU : JOB NO.: SHEET NO.: i WIND LOAD (mph): 120 O E-4 'r 'r 1' 't' Q Q Q '1' 2 1' 1�a ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 Go. PBR — OMB Stock Color 1'1 12 /12 CITY COPY IF THE APPROVED PLANS ARE MODIFIED, ANEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING ENDWALL SHEETING & TRIM: FRAME LINE 2 PANELS: 26 Go. PBR — OMB Stock Color r'OI REVIEWED FOR CODE COMPLIANCE • KAMRAN BARBOD 044.7J � TONAL ROOF SLOPE: DESCRIPTION COWR-115EE{1 m 1.0:12 CUSTOMER MOE MOMAYEZI FRAME TYPE: ADDRESS 1n CITY/STATE BAY SPACING: O o 1 at 24 OWNER (f) LOCATION CITY OF LAPORT 77571 L W BUILDING RWN BY: ATE: KD BY: ATE: 18*-0' x 24'-0' x 12'-0' 1 /16/11 LIVE LOAD (psf): 20.00 ISSU JO NO.: SH ET NO.: ° a ® WINn I oAn (.n h): 170 1 0 F-5 _OCE Mork SP-1 SP-2 VPLAN( FBx) A — 4 4 D 4 4 0 Both Sides(U.N.) Len lh NOTE TO ERECTOR: r-2 1/• USE (2) 1/2' X 1 1/4• A325 ears 1'-2 3/1 6AT FLANGE BRACE CONNECTIONS. L!1M Panel— — — _ _ _ _ ��—�C — _ _ _ _ _LSht Panel C- —= __---- --= = = = = --== MARK MEMBER LENGTH 1-1 Wt5XIU 11 —4 RF7-2 W8X1O B'-4 7/16' �4' 26 Ga. li 1 Galwlume • 1' 11 1'-0 11 16• 5'-0� I 5'-0' �l z•-11 t t6' I I 2'-11 11 16• 1•� `` 12 12 Fdi 0 RIGID FRAME ELEVATION: FRAME LINE 1 2 N REVIEWED FOR CODE COMPLIANCE of CITY COPY IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING • KAMRAN BARBOD pYYJJ � �. EN it `8/ONAL 11-16-11 > ROOF SLOPE: DESCRIPTION COVER SHEET m 1.0:12 CUSTOMER MOE MOMAYEZI FRAME TYPE: ADDRESS CITY/STATE BAY SPACING: a t at 24 OWNER 0 LOCATION CITY OF LAPORT 77571 I RWN BY: ATE: KD BY: A : 18'-0• x 24'-0• x 12'-0• 1/16/11 -- -- a a UVE LOAD (psf): 20.00 IS U : JOB NO.: SHEET NO.: Z WIND LOAD (mph): 120 0 E-6 Received Log Over the counter y� 17 ' Iownq/�� o aff .��J..�.T. �.:.. s.C.-f.' r �/9A 2 3 11 l - -3 a �• 1�+h s l�M 4 tZ CiaIcIst l-T� lav a Qr •+, Y�c�lL Af � 6 1�ia� R- A 7 �(I'� ( S 9-3 3 Sv s �I1 �t+3185�-`tv�lt Q� e�sr I n 2 C L Z81 �/ lLo of � < _ T 10 11 12 13 14 15 S Drive (CityShares)/ City Planning Share/ 04- Inspections Division/ Inspections/ Received Log Over the Counter COMMERCIAL PLAN REVIEW NOTES 1. Minimum six-inch (6") stud walls shall be required where drain, waste, & vent (DWV- horizontal and/or vertical) plumbing is installed. The use of 2 x 6 studs (wood or metal) shall be required for new construction and additions (additions of square footage) for both residential and non-residential construction where DWV plumbing is installed. 2. Call for City inspections - 281-470-5130. 3. Unload and keep materials on private property, not City right of way. 4. If a fence is proposed, verify with City regarding maximum height limitations. 5. Call for utility line locates at 1-800-669-8344 and also City of La Porte at 281-471-9650 6 Fire Marshal will need to review/ inspect prior to opening business. 7. Must obtain zoning permit prior to occupancy of lease space/building. 8. Separate permit required for all signage. 9. Sanitation facilities required on -site prior to first inspection and must remain available until completion of sanitation facilities within the lease space and/or building. 10. Silt fencing required for duration of project. 11. See notes (red lined) on contractor copy of construction drawings. 12. Fill dirt permits are required prior to placement of fill dirt. 13. Grading/drainage must be maintained throughout entire project to ensure eligibility for inspections and utility release. 14. Provide energy code compliance certification from "certified" energy code provider, prior to issuance of the Certificate of Occupancy. 15. Any changes to the project after building permit is issued, must be submitted in writing and approved by the City prior to changes being made 16. Provide Sample Well in accordance with "Sample Well Detail" handout. (Available upon request) 17. Effective March 10, 2007, all electrical devices (including but not limited to outlets and switches) shall be installed with the screw -wrap or approved screw clamp installation. Back or quick stab installation is prohibited. 18. Building operations shall be limited to 7:00am-9:00pm and shall not exceed maximum, permitted sound levels as described in Chapter 34 of the Code of Ordinances. 19. Commercial projects with detention pond requirements must be inspected and approved by city Engineer and Inspection personnel prior to final inspection request. Contact City Engineer at 281-470-5060. 20. Contractor/owner shall be responsible for ensuring all construction materials/debris remains on the construction site. Failure to do so shall result in stoppage of inspections and/or code enforcement action. 21. Owner/developer of commercial driveways in concrete shall be constructed 12" from the adjacent asphalt street. The contractor shall clean the area between the driveway and the street to a depth of at least 6". It is the responsibility of the owner/developer/contractor to install the asphalt transition. SACPShwe\AISPECTION DMSION\Inspections\CONUAMRCIAL PLAN REVIEW NOTES.doc 52011. CITY COPY IVo APPLICABLE CODES Adopted October 25 2010; Effective January 01, 2011: 2009 INTERNATIONAL BUILDING CODE (IBC) 2009 INTERNATIONAL RESIDENTIAL CODE (IRC) 2009 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2009 UNIFORM PLUMBING CODE (UPC) 2009 UNIFORM MECHANICAL CODE (UMC) Adopted March 24, 2008; Effective April 8, 2008: 2008 NATIONAL ELECTRICAL CODE (NEC) WTITI LOCAL AMENDMENTS (COMMERCIAL & RESIDENTIAL) 2003 INTERNATIONAL FIRE CODE (IFC) WITH ADOPTED AMENDMENTS TO FIRE CODE SACPShmoUNSPECTION DMSIONVnspectionslResidential Com-d uetion PackcOAPPLICABLE CODES.doe , Rev. 11-10 Menager, Dwayne From: Meekins, Clif Sent: Thursday, November 17, 2011 6:45 PM To: Menager, Dwayne Cc: Huber, Mark Subject: Re: 201 Bay Forrest Drive Golf Course Storage Building No thank you. Clif Meekins Fire Marshal, City of La Porte 120 South 2nd Street La Porte, Texas 77571 Office: 281-867-4603 Fax:281-867-4629 This e-mail and any documents transmitted are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you have received this e-mail in error, please notify the sender immediately. This message may contain Law Enforcement sensitive and/or confidential information. If you are not the named addressee you should not disseminate, distribute or copy this e-mail and you are notified that disclosing, copying, distributing or taking any action in reliance on the contents of this information is strictly prohibited. On Nov 17, 2011, at 5:23 PM, "Menager, Dwayne" <Mena¢erDCnllaportetx.goy> wrote: Cliff, Do want to look at the storage building plan for the Golf Course? The square footage is 432' Thanks, Dwayne Menager Chief Inspector City of La Porte Inspections Division 281-470-5070 .I NOU-14-2011 15:40 FROM: "1:2814705WS P.1 aa.-1� Aztec Remodeling and landscaping company p.o.box 594 Seabrook, TX 77586 1 �IED@p� NOV 14 2011 Phone Number 281.91Dfi600 Fax Number 281-326.1019 9y,� I f+ Email ezteddsc@aol.com If i FAX T"NSMIT -AL FORM I , To: Mr. Mark Huber From: sue Momayezi ' Name: Date Sent Nov14,11 i Phone: Number of Pages:4 Fax a $ MGSSCi9C: BuUding desLon for storage bkUdLwg at 201 col f course ctkb house I i Ii I t � I 1 1� I I 1I II .1 I N O C-4 w co ti NOV-14-2011 15:41 FROM:-o:2e14705M5 P.3 i Frame Coating t. (t fixr Main CoManas 6 Rafters Purgns, Olns, Eave Shuts Door fnminp Base Angle :':9Ltlp�f • Red Cade • Red obde • Red oxide • Red obi• • . No, o Not-0ipped GaNd o Pro-GaNantzed o Pre-OaNantmd o Pre-Galvawk o HobDWW GaMd o Mot Dlpped GaMd o Hot- d •.. l�u End Frames Bass Condition Wall Bracing: _e Bracing Doti $ Left Right iti' r — �eae o o • Angle Roof Dialogs! srac_ Nonce RF j • • • Trim Left Fitduratl: 1dR19_ tFro� — SOd: Endwall 0 0 o Channel Front Sidewalk—Dla—ponnf Bracing _ CF Endwah I 0 0 o Girt Right Endwall: RMId Enna — Back Sidswalt D goMl Bracing Framed openings Note: Welded Cflps y,al �_ Open Width Header Ht Slll Ht Offset : W V%: Lott Endwa0 _ _ 1 10.000' 10.000' 0.000' 4.000' < 9 • r no Endwas —1 _ 10.007 _ 10.000' 0.000'_ �4.000' •Note of flarosd apeMpe: ►Audi•. E• vAA ayery n• newaery rdfdaroenertW area trenwd sydfld reseseatY loadh0e•, a oM spa d e,e tremed opr>Yge e» epesufed eytM euCom�, McMtr,lro Mlm not a reep�eM fw adepaetey of e►+P of 1•'w Ivherd nju oq•tee deer thm rtoot owetwed deer -upped W NuNw,fno " I rfid Puilin Exkensions " Wag Surface Length soffit_ Env* 6ftnslona and Canopies Q' Wall say at ' Bay End MGM Width saga 9offlt. L open Walla: Lo k•NoEr. AI Wi"M wa omAo newway ahmm wftn &AwM rwmd O i1 LeftEndwalll o yes • No RightEndufall: 0 yes • No �?1 Frdrt Bidewa0 o Yes • No Book Sidewall: 0 Yes • No Walls: Wail i any start Bay End O n He M Bs" 5heeke litrlm Roof Wags Color: White Color Colony a —non Panel: --7PW._�. Panel: — R Gauge: 26 gauge: Quality 3—o r —r7 Qualty: 3 Ti39rT • as speofne-46ft at www.nwdlrl y-com. Fasteners Roof , . I . Panel: TEK1.25 Type: f Covering I bG Trim Gable: Colon Green Eave: Cc any Omen Comer. Cofony Green Jamb es n yyalb soffit Panel: TEK1.2S Panel: Lap: Lap: Typo: Vee n aT—d_ Type: Eave Condition Pegs 2 of J Fug Load .,a.�«:>.''4 :•1;. S `' soffit ofh+--- Cdlor. — Panel. _ Gauge: _ Quality: _ ONI N3 T3'N Z91LOZ90ES tey,24 x 12 / 12 Z5:ST TTOZ/tttT/TT �II'I NOU-14-2011 15:41 FROM: r (877) 268-3553 Steel Building Systems & Components salesperson: Bennie Medmno 8u6mittale i Ereelbn Drawings OtY: L y e Anchor bait Plan Ot7 o, Design CartlDcedon o Next Businass Day Mail (where available) -7:2814705005 P.4 Date: 11/14/M1 _ Building Quotation Job #: o UL-90 o RequestforProZ.-WOW a Design Calculations o Mueller supplied Component Designed is meet TX W*41 tpan Crated o See Addiflonal Architeohnal Drawings o DrawingS OrdYV Customer Data Oyetomer: I MOE MOMAYEZI MOE Cust. No: Map Address: ^ — _ CijY, stet. Zip: fl�b71 ' Comet i Arm Day Phone:, Home Phone: Cali Phone: _, Fat, - EmeD: IlJ6NE — ship Nis: Mu&1W Truck Building DeWls BuliftType: a RF 0 $S o'.LT' vYkm-. 1" 11-ow Peak offset eAOO_ Length: 24.00W End User: crry OF LA PORTE Name: Job site Address: f�' TYb�6itTTT _ city. state, Zip: FOR 77sz t Courtly: General Contr. _ Addross: city, mte, Zip: customer Type: tFetaif_. a- hco Approval . ". ... i • ��IftSStiinll iiilel� caw Ht Roof SIMM Url IV" Frord side: ILOW TAW In 12 7.000 in 12 Rush ' Back side: 1LOW rr SPOCIIV 1 A?A.0000' Frame 7yQe Col Type• Raster Type' _ Frame Une • I RipM pranw Cons) Depth. Const OepM 12 inW do to &IONOV r6q*Wn•xe .. ... IBuilding Code (Provided by asmmer): Building Loads: , Deemn Code: Wills Dead load: 2.50 psf cloiH"pen: C fit: — C LM Load: Load Reducdon:�� 20A0 pd Importnee -1Mnd: 1.00 Ground Snow: 5.00 DPP — ste clew.. — T collateral 0.O0psf ImPartance-seismic:—_ T.oT^ wind Load: 20.50 mph s'elamic CoefDdant: 023 _ ImpoAenoe - Snow:. titapped elevations or structures whhtn 20 teen special Serviceability requirement? o Yea • No MBMA Intended Use: Building Use Claeai9a0on: standard Building Desedption of building use: cart shed Poe i of J _c c Other Loads. Extension Dead Load: _2;60 Extension Live Load (s1M wroe Par " Extension Live Load X".. :00 — Crane Load? Ftoor Load? Parapet I Mansard? Z9TL8Z98E8 z.so p,ar " -Dbu psf f B'x1A7t91tDryst' ZB:9T TTBZ/4T/TT M-1 i File Edit Commands Help p1UM PUBLIC SECTOR Navil-ine ✓ OK �! Exit Cancel Address Related party... Property Description Inquiry Location ID: HCAD Number: Alternate Search Method: Location address: Primary related party: THRU 32 BLK-1 1221 14-22 1251 S 1252 s LTS 1 THRU 16 BLK 1253 LA PORTE 30428 024-235-020-0001 201 BAY FOREST DR CITY" OF LA PORTE GOLF COURSE C • Huber, Mark From: Huber, Mark ..Sent: Monday, November 14, 2011 8:24 AM To: Malik, Masood; Slaton, Rodney Cc: Manager, Dwayne; Garza, Julian; Huber, Mark; Osmond, Alex; Meekins, Clif; aztecldsc@aol.com Subject: RE: Proposed storage building @ golf course 'Please let us know. 1 0 Respectfully, Mark W. Huber Deputy Building Official City of La Porte, Planning Department p(281) 470-5067 f (281) 470-5005 huberm cDlaportetx.gov From: Huber, Mark Sent: Monday, November 14, 2011 8:02 AM ✓� To: aztecldsc�aol.com; Malik, Masood; Osmond, Alex; Meekins, Clif Cc: Menager, Dwayne; Huber, Mark; Slaton, Rodney; Garza, Julian I� Subject: Proposed storage building @ golf course On November 11"2011, Aztec Remodeling and Landscaping applied for a building permit for a new storage building at the golf course. No site plan was submitted with the paperwork so we have no idea where the storage building is going. Prior to building permit issuance, the following items need to be addressed: ep - a • ,,en-gineer sealed metal building fir Please provide the information requested so we can process the permit in a timely manner. Respectfully, Mark W. Huber Deputy Building Official City of La Porte, Planning Department p(281) 470-5067 f (281) 470-5005 huberm(a)laportetx.gov She,o @ 6-o/-P Covrse ADDRESS: OWNER'S PROJECT COMMERCIAL PLAN REVIEW COVER SHEET n NEW: ✓ ADDN: HCAD#: D 2 y - Z 33 - 00 -_-Coo f HTE LOC#: FLOOD ZONE: A E/ X Z o.,je: P OD Y/N SUB /DATE RETURNED pplicable on Demo, Addn, or Remodel) (Applicable to Comm. Or Ind.) yes, permit cannot be issued.) (If yes, permit cannot be issued.) (If yes, figure fees. it no, explain why they are not.) Q904b llfr46A11i�lYF61b1466 DATE OF REVIEW: iJ _ /y'// INSPECTOR: TI EMS NEEDED FOR ISSUANCE OF PERMIT: 1. CURRENT INSURANCE CERT. (if applicable) DATE 11%111 ovJ2�rri-PLC OWNER OR CONTRACTOR NOTIFICATION TIME NAME OF PERSON CONTACTED 'ram__ " U ;64 (5-.G S.NCPShmeWISPEC`1ION DIVISIONViupecti=\COML. PLAN REVIEW COVER SHEEfAM Rev. JUL201I ,X-NA 7- W .%(,-V , V {^w1 v..4 �m wuMv,4 - JOW.YwWlrw.r_ a Hcad Acct: 024235020001' yF- Page 1 of 2 Monday, November 14, 2011 HARRIS COUNTY APPRAISAL DISTRICT • Tax Year: 12o11 REAL PROPERTY ACCOUNT INFORMATION 4�6print OE -mall - 0242350200017 Ownership History Owner and Property Information Owner Name & CITY OF LA PORTE Legal LTS 17 THRU 32 BLK 1220 Mailing Address: PO BOX 1115 Description: LA PORTE LA PORTE TX 77572-1115 Property 0 W Q ST Address: LA PORTE TX 77S71 State Class Code Land Use Code Building Class Total Units X1 -- Governmental Exempt 4610 -- Recreational/Health -- 0 Land Area Building Area Net Rentable Area Neighborhood Neighborhood Group Market Area Map Facet Key Map® 50,000 SF 0 0 2164.03 20001 4027 6253D 58OF Value Status Information Capped Account Value Status Notice Date Shared CAD No Noticed 05/06/2011 No Exemptions and Jurisdictions Exemption Type Districts Jurisdictions ARB Status 2010 Rate 2011 Rate Online Tax Bill Total 020 LAPORTE ISO Certified: 08/12/2011 1.325000 040 HARRIS COUNTY Certified: 08/12/2011 0.388050 0.391170 view 041 HARRIS CO FLOOD CNTRL Certified: 08/12/2011 0.029230 0.028090 042 PORT OF HOUSTON AUTHY Certified: 08/12/2011 0.020540 0.018560 043 HARRIS CO HOSP DIST Certified: 08/12/2011 0.192160 0.192160 044 HARRIS CO EDUC DEPT Certified: 08/12/2011 0.006581 0.006581 047 SAN JACINTO COM COL D Certified: 08/12/2011 0.176277 0.185602 071 CITY OF LAPORTE Certified: 08/12/2011 0.710000 283 CTY OF LAPORTE TIRZ 1 (040) Certified: - 08/12/20 11 0.000000 940 CTY OF LAPORTE TIRZ 1 (020) Certified: 08/12/2011 0.000000 Valuations Value as of January 1, 2010 Value as of January 1, 2011 Market Appraised Market Appraised Land 0 Land 0 Improvement 0 Improvement 0 Total 0 0 Total 0 0 5-Year value History Land Market Value Land Site Unit Size A/Rr Appr O/R Total Unit Adl Line Description .Site Units Unit Value Code Type Factor Factor Reason Adj Price Factor Price 1 4610 -- SF3 SF 50,000 1.00 1.00 0.10 Rstr/NonCnf & Fr. 0.10 0 0 0 Recreational/Health Fld Building http://www. hcad.org/records/detai Is.asp?crypt=d/o94d/o9Ad/bBOd/o94°/*BFg°/d84d/o8F`/b83%... I 1 /14/2011 L---�.vagiichan 41s Disclaimer This product is Porinkrmational purposes end may not have r 'n orbs suitable for legal, engineering, or., .:nppsas. It does not represent an on{hepand representscurly the appno �msta relative bcabon ofpmpedy bourdanes. Gov C §_ :,ser is er¢ouraged to independently venly au ine. i:ioncontained in this product The City ofLno representationor wananty as to the acxumcy of this product or to its fitness for a pert¢. _.x The user (7) accepts the product AS IS. WITH ALL FAULTS; (2) assumes all responsibility for thend (3) mleeses III City of La Porte from any damage, kus, or fiI ansing from such ,: City of La Porte 1 " = 62 ' 604 W. Fairmont Parkway LaPorte, TX 77571 L a Porte G I S Mapping e (281) 471-5020 wwwlaportetic.gov A tt • 17 8 ,708 ' %�, ar yt . It e r k tasko SIO t m i • f 806 i RST • � 1 it Vy �1 • ,i , P.,. r � '�i �•' , 6 .p A ' r Legend "h1( r Ralmad -- Duane, Channels • _ . 1 ,. Parcels Ciyumas DisclaimerThis product is I: e:nral purposes aM may not have been prepared for or be suitabb for legal, engineering, or surveying pwposes. It does ror - : on-th"mund survey andmpmsents only the approximate ralahve. - of property boundaries Gov C. §2501.102. The user is encouraged to mch pendentfy why, all information contained In this gi o , '. Re City of Le Porte makes no representetbn or warranty as to the accurac, : product or to its fitness for a particular purpose The user (1) accepts the product AS IS, WITH ALL FAULTS. (2) assumes all responsibility for the use thereof, and (3I rebsees Me City of La Porte from any -;. loss, or listahty smong from such use City of La Porte 1 " = 146 ' 604 W. Fairmont Parkway LaPorte, TX 77571 La Porte GIS Mapping e (281) 471-5020 w Japortetx.gov Huber, Mark ` From: Huber, Mark Sent: Monday, November 14, 2011 3:36 PM To: aztecldsc@aol.com Cc: Menager, Dwayne; Slaton, Rodney; Garza, Julian; Meekins, Clif; Malik, Masood; Osmond, Alex; McPhail, Reagan; Huber, Mark Subject: RE: Proposed storage building @ golf course Lo The only outstanding items left to be satisfied are items #2 and #5. Once I receive from you these two items , we can process your building permit. As we spoke about on the phone today, I cannot authorize any work on this project until the building permit gets issued. Respectfully, Mark W. Huber Deputy Building Official City of La Porte, Planning Department p(281)470-5067 If (281) 470-5005 huberm a(D-laportetx.gov From: Meekins, Clif Sent: Monday, November 14, 2011 2:49 PM To: Huber, Mark; aztecldscCaaol.com; Malik, Masood; Osmond, Alex Cc: Menager, Dwayne; Slaton, Rodney; Garza, Julian Subject: RE: Proposed storage building @ golf course A man door and/or an exit light will NOT be required for this building. Clif Meekins Fire Marshal, City of La Porte 120 South 2 d Street LaPorte, Texas 77571 Office: 281-867-4603 Fax: 281-867-4629 this a -moil and oe y documrnv twumined are ronfidentlol and inie ded solely/or the we o/the LdWldual or entity to whom they om addressed //yvu hm+e rcceioni this a -mail in error, please nwyf the sender Immediate/y. 77uu message may contain Inw Enfomement.sewlttm aml/or cofdential information If you are rot hemmed addressee you should rot dumml.m, distribute or mpy this e-mall and you am.fed thm dudosmi; roppeg, duatbu t g or valet; any action in mlmnce on the tnnf[rtu ofthu L formation u nrictly prohibited From: Huber, Mark Sent: Monday, November 14, 2011 8:02 AM To: aztecldsc(ci)aol.com; Malik, Masood; Osmond, Alex; Meekins, Clif Cc: Menager, Dwayne; Huber, Mark; Slaton, Rodney; Garza, Julian Subject: Proposed storage building @ golf course On November 111h2011, Aztec Remodeling and Landscaping applied for a building permit for a new storage building at the golf course. No site plan was submitted with the paperwork so we have no idea where the storage building is going. Prior to building permit issuance, the following items need to be addressed: 1. Masood, will a certified site plan be required or just a site plan from the contractor will be ok ?? 2. Mr. Slaton engineer sealed the foundation drawing , but we also need engineer sealed metal building drawings that comply with 120 mph wind load. 3. What will be stored in this building? 4. Drawings submitted reflect no plumbing and no electrical, is this correct ? 5. The building quotation from Mueller Inc. that was submitted reflects a jobsite address of Texas City, this should be changed to La Porte and resubmitted. 6. Will the fire marshal's office require a man door and or an exit light ??? 7. If a new electric meter is required, a new address will need to be assigned. Please let us know. Please provide the information requested so we can process the permit in a timely manner. Respectfully, Mark W. Huber Deputy Building Official City of La Porte, Planning Department p(281) 470-5067 f (281) 470-5005 huberm(@ aportetx.gov 2 Huber, Mark From: McPhail, Reagan Sent: Monday, November 14, 2011 4:02 PM To: Huber, Mark Subject: RE: Proposed storage building @ golf course Attachments: Golf Course Storage Buildings Complete.pdf Mark, here is the project's bid information and may clean your questions. Reagan From: Huber, Mark Sent: Monday, November 14, 2011 3:36 PM To: aztecldsc(a)aol.com Cc: Menager, Dwayne; Slaton, Rodney; Garza, Julian; Meekins, Clif; Malik, Masood; Osmond, Alex; McPhail, Reagan; Huber, Mark Subject: RE: Proposed storage building @ golf course Mo, The only outstanding items left to be satisfied are items #2 and #5. Once I receive from you these two items , we can process your building permit. As we spoke about on the phone today, I cannot authorize any work on this project until the building permit gets issued. Respectfully, Mark W. Huber Deputy Building Official City of La Porte, Planning Department p(281) 470-5067 f (281) 470-5005 hubermna.laportetx.gov From: Meekins, Clif Sent: Monday, November 14, 2011 2:49 PM To: Huber, Mark; aztecldscCalaol.com; Malik, Masood; Osmond, Alex Cc: Menager, Dwayne; Slaton, Rodney; Garza, Julian Subject: RE: Proposed storage building @ golf course A man door and/or an exit light will NOT be required for this building. Clif Meekins Fire Marshal, City of La Porte 120 South 2nd Street LaPorte, Texas 77571 1 Office:181-867-4603 Par: 281-867-4629 77tr .awd anti any documenu tronmined are confidential and inienued solely for the use of rbe individual or entity to whom they are addressed if yvu have received this a -mail in error. please mttfy the sealer tmmediaely. This musage may mnain law F.r forcemeat semidw o d/ar nmfldmid information /f yvu an not the ruoned addressee lau should no, diueminarc, d siribule or ropy dus a -mail and you an nonfled that disclosing mpytng, diseriburtrg ar ailing any acdon in reliance on the mneents of this h fonmr/on is strictly prohibited From: Huber, Mark Sent: Monday, November 14, 2011 8:02 AM To: aztecldsc(a)aol.com; Malik, Masood; Osmond, Alex; Meekins, Clif Cc: Menager, Dwayne; Huber, Mark; Slaton, Rodney; Garza, Julian Subject: Proposed storage building @ golf course On November 111h2011, Aztec Remodeling and Landscaping applied for a building permit for a new storage building at the golf course. No site plan was submitted with the paperwork so we have no idea where the storage building is going. Prior to building permit issuance, the following items need to be addressed: 1. Masood, will a certified site plan be required or just a site plan from the contractor will be ok ?? 2. Mr. Slaton engineer sealed the foundation drawing , but we also need engineer sealed metal building drawings that comply with 120 mph wind load. 3. What will be stored in this building? 4. Drawings submitted reflect no plumbing and no electrical, is this correct ? 5. The building quotation from Mueller Inc. that was submitted reflects a jobsite address of Texas City, this should be changed to La Porte and resubmitted. 6. Will the fire marshal's office require a man door and or an exit light ??? 7. If a new electric meter is required, a new address will need to be assigned. Please let us know. Please provide the information requested so we can process the permit in a timely manner. Respectfully, Mark W. Huber Deputy Building Official City of La Porte, Planning Department p(281) 470-5067 f (281) 470-5005 huberm(a-laportetx.gov 2 roll rj ra ,� Olt �� ■ �A�ii ..ver ''1 , f ' ••n✓?.w7w�"-� is ht �rw� � �-� �N�"�'1��+��.�.. � `r� '' 7t"�>v.� as "ti�.. �•'y' � ram. _ .i• •� - .._� I � [ " ,! ' •-w,a.Lt�,s o�iC�i .. f .�, y�,.,.?S; ArcIMS Viewer Page 1 of 1 http://giswebmaps.hdrinc.com/public/laporte/MapFrame.htm 11/14/2011 Huber, Mark From: Malik, Masood Sent: Monday, November 14, 2011 10:18 AM To: Huber, Mark Subject: RE: Proposed storage building @ golf course Being a City project of minimal impact, I don't see any need for SCUP. From: Huber, Mark Sent: Monday, November 14, 2011 8:24 AM To: Malik, Masood; Slaton, Rodney Cc: Menager, Dwayne; Garza, Julian; Huber, Mark; Osmond, Alex; Meekins, Clif; aztecldscCo)aol.com Subject: RE: Proposed storage building @ golf course Two additional items that need to be addressed as follows: 1. Masood, since the golf course is in a PUD, do they need a SCUP ??? 2. Rodney, will a flood plain development permit be required ?? Part of the golf course is in zone x and the other is in AE . Please let us know. Respectfully, Mark W. Huber Deputy Building Official City of La Porte, Planning Department p(281)470-5067 f (281) 470-5005 h u be rm aa.la po rtetx. g ov From: Huber, Mark Sent: Monday, November 14, 2011 8:02 AM To: aztecldscCalaol.com; Malik, Masood; Osmond, Alex; Meekins, Clif Cc: Menager, Dwayne; Huber, Mark; Slaton, Rodney; Garza, Julian Subject: Proposed storage building @ golf course On November 111h2011, Aztec Remodeling and Landscaping applied for a building permit for a new storage building at the golf course. No site plan was submitted with the paperwork so we have no idea where the storage building is going. Prior to building permit issuance, the following items need to be addressed: 1. Masood, will a certified site plan be required or just a site plan from the contractor will be ok ?? 2. Mr. Slaton engineer sealed the foundation drawing , but we also need engineer sealed metal building drawings that comply with 120 mph wind load. 3. What will be stored in this building? 1 Huber, Mark From: Aztecldsc [aztecldsc@aol.comj Sent: Monday, November 14, 2011 9:44 AM To: Huber, Mark Subject: Re: Proposed storage building @ golf course there is no plumbing and no electrical work on this project. thanks suzie —Original Message — From: Huber, Mark <HuberM(rD.laportetx.gov> To: aztecldsc <aztecldsc(cDaol.com>; Malik, Masood <MalikM(olaportetx.gov>; Osmond, Alex <OSmondA(cDIaportetx.gov>; Meekins, Clif <MeekinsCalaportetx.gov> Cc: Menager, Dwayne <MenagerD(cDlaportetx.gov>; Huber, Mark <HuberM(rDlaportetx.gov>; Slaton, Rodney <SlatonR()Iaportetx.gov>; Garza, Julian <GarzaJ(a)laportetx.gov> Sent: Mon, Nov 14, 2011 3:02 am Subject: Proposed storage building @ golf course On November 11u'2011, Aztec Remodeling and Landscaping applied for a building permit for a new storage building at the golf course. No site plan was submitted with the paperwork so we have no idea where the storage building is going. Prior to building permit issuance, the following items need to be addressed: 1. Masood, will a certified site plan be required or just a site plan from the contractor will be ok ?? 2. Mr. Slaton engineer sealed the foundation drawing , but we also need engineer sealed metal building drawings that comply with 120 mph wind load. 3. What will be stored in this building? 4. Drawings submitted reflect no plumbing and no electrical, is this correct ? 5. The building quotation from Mueller Inc. that was submitted reflects a jobsite address of Texas City, this should be changed to La Porte and resubmitted. 6. Will the fire marshal's office require a man door and or an exit light ??? 7. If a new electric meter is required, a new address will need to be assigned. Please let us know. Please provide the information requested so we can process the permit in a timely manner. Respectfully, Mark W. Huber Deputy Building Official City of La Porte, Planning Department p(281) 470-5067 f (281) 470-5005 huberm cDlaportetx.gov Huber, Mark From: Malik, Masood Sent: Monday, November 14, 2011 9:49 AM To: Huber, Mark; aztecldsc@aol.com; Osmond, Alex; Meekins, Clif Cc: Menager, Dwayne; Slaton, Rodney; Garza, Julian Subject: RE: Proposed storage building @ golf course A site plan shall be required for proposed storage building at the Golf Course. Minimum requirements; i.e. building footprint, finished floor elevation, flood statement, utility routing, access, fire hydrant location must be addressed. Thanks-masood r From: Huber, Mark Sent: Monday, November 14, 2011 8:02 AM To: aztecldscCulaol.com; Malik, Masood; Osmond, Alex; Meekins, Clif Cc: Menager, Dwayne; Huber, Mark; Slaton, Rodney; Garza, Julian Subject: Proposed storage building @ golf course On November 11`h2011, Aztec Remodeling and Landscaping applied for a building permit for a new storage building at the golf course. No site plan was submitted with the paperwork so we have no idea where the storage building is going. Prior to building permit issuance, the following items need to be addressed: 1. Masood, will a certified site plan be required or just a site plan from the contractor will be ok ?? 2. Mr. Slaton engineer sealed the foundation drawing , but we also need engineer sealed metal building drawings that comply with 120 mph wind load. 3. What will be stored in this building? 4. Drawings submitted reflect no plumbing and no electrical, is this correct ? 5. The building quotation from Mueller Inc. that was submitted reflects a jobsite address of Texas City, this should be changed to La Porte and resubmitted. 6. Will the fire marshal's office require a man door and or an exit light ??? 7. If a new electric meter is required, a new address will need to be assigned. Please let us know. Please provide the information requested so we can process the permit in a timely manner. Respectfully, Mark W. Huber Deputy Building Official City of La Porte, Planning Department p(281) 470-5067 f (281) 470-5005 hubermelaportetx.gov 1 f Huber, Mark From: Osmond, Alex Sent: Monday, November 14, 2011 10:03 AM To: Huber, Mark; aztecldsc@aol.com; Malik, Masood; Meekins, Clif Cc: Menager, Dwayne; Slaton, Rodney; Garza, Julian; McPhail, Reagan Subject: RE: Proposed storage building @ golf course There is not any plumbing or electrical required. r Various items will be stored in t is ui ing such as tables and chairs, pumps and hoses, hand tools, water coolers and etc. You might check with Regan on the drawings. Alex From: Huber, Mark Sent: Monday, November 14, 2011 8:02 AM To: aztecldscCcbaol.com; Malik, Masood; Osmond, Alex; Meekins, Clif Cc: Menager, Dwayne; Huber, Mark; Slaton, Rodney; Garza, Julian Subject: Proposed storage building @ golf course On November 11th2011, Aztec Remodeling and Landscaping applied for a building permit for a new storage building at the golf course. No site plan was submitted with the paperwork so we have no idea where the storage building is going. Prior to building permit issuance, the following items need to be addressed: 1. Masood, will a certified site plan be required or just a site plan from the contractor will be ok ?? 2. Mr. Slaton engineer sealed the foundation drawing , but we also need engineer sealed metal building drawings that comply with 120 mph wind load. 3. What will be stored in this building? 4. Drawings submitted reflect no plumbing and no electrical, is this correct ? 5. The building quotation from Mueller Inc. that was submitted reflects a jobsite address of Texas City, this should be changed to La Porte and resubmitted. 6. Will the fire marshal's office require a man door and or an exit light ??? 7. If a new electric meter' is required, a new address will need to be assigned. Please let us know. Please provide the information requested so we can process the permit in a timely manner. Respectfully, Mark W. Huber Deputy Building Official 1 City of La Porte FLOOD PLAIN DEVELOPMENT PERMIT (For CYty of LaPorte Processing Only) Permit No:: FPDP - ; Building Owner's Name: L' Building Street Address: Los 13 Property Description (Lot and NOn-RPsi"f1 hP /l Building Use (e.g., Residential,' D or oe� J1a�e LQ Porfp Vumbers. Tax Parcel Number, Legal Description, Etc. Addition, Accessory, etc. ..- -r- ,err-r. F'.r�'�tR.h;ti (For City of La Porte Processing Only) descrihed properly is in the ( \)'lll(I-Year Flood Plain or ( ) 11 coastal high -hazard area in Flood Zone . 'file Base Flood Elevation (BFI;) of the properly is ,_!''�._ fret above mean sca level, l'NrS ieA_-f;Qaletic rtical.I2'J_tna]l.-i97i-RrlerCling. ,' � 6 � %% fj/ �' PERMIT CONDITIONS 1liJ Fit j (I the above described residential structure ui an AE' Zone shall Icroe its first floor constructed al Icast one (1) loot ahovC the 131'E_ Fiurslted. Fknn nmstbc at or above ELF;VA CfON _f,j f mean sea level based off lire 7 :`f°r>rl<.rer elfin};. The above described [loll acsidennal stuUure in ill AE', zouc uuist have its First floorcoinluicicd at or above (of flood proofed below) theBFC FEMA Donn 81-31 (Ll(v`:dion t ulificate) must be compleled and submitted ifthe slnictorei'sto be flood y: Proofed [ "I the above described residential or non-residential property ill a `b'ti, Zone should have the bottom of its lowest horizontal ?member located at least one ( I ) toot:ibove the BFE and breakawaywalls cousinicfel below that level. -� 4 1 All structures nmst be situated as shown on the approved Site plan and constructed as designed ill the approved Building Plan:, so .ts to mihinrir.c.potential flood damage Submit FEMA Form 81 31 (Elevation Certificate) "Poll cinupletioh of ainslrnction (51 Avater supply and sanitary sewage collcetiou systcuis must be constructed as designed in file approved plans to prevent inu usion of or contamination of floodwaters. --.( 6 1 The above described mobile home must have its first floor sitlatei at or above BFE. Submit completed FELLA Farm Si- s<-31 (Elevation Certificate) after mobile home has been placed [ 7 1 This permit is approved for the above n:inied mobile home situated only at the following existing mobile homo park: [ 8 Special Permit Colldition(s) c S:\CPShazeIFLOOD PLAIN ADM MSTRATION%OC FLOOD LiELATED\FPD PERMIT FORM.doc l� Huber, Mark From: Slaton, Rodney Sent: Monday, November 14, 2011 8:33 AM To: Huber, Mark Subject: RE: Proposed storage building @ golf course Yes. From: Huber, Mark Sent: Monday, November 14, 2011 8:33 AM To: Slaton, Rodney Cc: Menager, Dwayne; Garza, Julian; Osmond, Alex; Meekins, Clif; aztecldsc()a aol.com; Malik, Masood Subject: RE: Proposed storage building @ golf course Would you please prepare the FPD permit and provide me a copy so I can cross it off the list. Thanks, Mark W. Huber Deputy Building Official City of La Porte, Planning Department p(281)470-5067 f (281) 470-5005 huberme.laportetx.gov From: Slaton, Rodney Sent: Monday, November 14, 2011 8:26 AM To: Huber, Mark; Malik, Masood Cc: Menager, Dwayne; Garza, Julian; Osmond, Alex; Meekins, Clif; aztecldscCu)aol.com Subject: RE: Proposed storage building @ golf course Flood plain development permit will be requiredibut no minimum finished floor elevation is required. From: Huber, Mark Sent: Monday, November 14, 2011 8:24 AM To: Malik, Masood; Slaton, Rodney Cc: Menager, Dwayne; Garza, Julian; Huber, Mark; Osmond, Alex; Meekins, Clif; aztecldscaaol.com Subject: RE: Proposed storage building @ golf course Two additional items that need to be addressed as follows: 1. Masood, since the golf course is in a PUD, do they need a SCUP ??? 2. Rodney, will a flood plain development permit be required ?? Part of the golf course is in zone x and the other is in AE . Please let us know. 1