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HomeMy WebLinkAboutAHRENS PAPERWORKL :R OF TRANSMITTAL FROM: fi AHRENS An COMPANIES (561) 863-9004 Fax (561) 863-9007 1461 Kinetic Road, Lake Park, FL 33403-1911 License # CBC006515 GENTLEMEN: WE ARE SENDING YOU VIA ❑ PLANS ❑ ESTIMATES ❑ PRINTS i Attention: Re: T !a/iD IC! HEREWITH ❑ DELIVERED BY HAND .THE FOLLOWING ITEMS: ❑ COPY OF LETTER ❑ SHOP DRAWING I bLANNED ❑ UNDER SEPARATE COVER ❑ SAMPLES ❑ SPECIFICATIONS Copies Date or No. Description CC — Gon/rX1l� 2 PILTC S �T(HESE ARE TRANSMITTED AS INDICATED BELOW �(J FOR YOUR USE ❑ APPROVED AS NOTED ❑ FOR APPROVAL AAS REQUESTED ❑ FOR REVIEW & COMMENT LE ❑ APPROVED FOR CONSTRUCTION ❑ RETURNED FOR CORRECTIONS ❑ RETURNED AFTER LOAN TO US ❑ RETURN CORRECTED PRINTS ❑ SUBMIT. ❑ RESUBMIT. ❑ FOR BIDS DUE COPIES FOR COPIES FOR IF ENCLOSURES ARE NOTAS INDICATED, Signed: PLEASE NOTIFY US AT ONCE 2 FILE COPY ,�-AC AHRENS r February 7, 2011 Mr. Joe Cicio Plans Examiner II St. Lucie County Public Works Department Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 RE: NAVY SEAL MUSEUM 3300 North Hwy. Al Ft. Pierce, FL 34949 Permit No. 1012-0226 Comment Response Letter Dear Mr. Cicio: SCANNED BY St. Lucie County Hand Delivered This letter serves as response to all comments, which are individually addressed as follows: A. BUILDING DEPARTMENT — Mr. Joe Cicio: 1. Comment: Submit (3) St. Lucie County current Product Review Affidavits completely filled out and signed and sealed by your design professional. Response: see attached St. Lucie County current Product Review Affidavits. 2. Comment: Submit a cover letter, in triplicate, as to which engineer will be the "Design Professional of Record". Response: see attached cover letter referencing myself as Engineer -of - Record. 1461 Kinetic Road, Lake Park, FL 33403-1911 Office (561) 863-9004 Fax (561) 863-9007 Contractor License # CBC006515 Architect License # AA26000694 ' 3. Comment: Sheet 402 from Xuan Chen states, "See metal building plans for anchor bolt size, placement and quantity". Drawing E-1 of 9 states embed length to be determined by foundation engineer (Xuan Chen). This is not specified on any plans. Response: the metal building plans must be referred to for anchor bolt diameter, placement and quantity, which we have reviewed and approved. Please see revised sheet 402, footing detail 1/402, showing minimum 18 inch embedment for anchor bolts. 4. Comment: The approval stamps on the Kirby plans are incomplete. They must be checked and signed for final approval for permitting. The Kirby plans and structural calculations must be reviewed and approved by the Engineer -of -Record. Response: I shall be signing and dating the Kirby sets that are already incorporated into the permit sets. These drawings have already been reviewed and approved for permit. We do not have any additional sets to resubmit. The structural calculations shall also be signed and dated — they also have already been reviewed and approved for permitting. 5. Comment: Xuan Chen has indicated 2 canopies and 1 connector building on plans with references to the Kirby system. These structures are not included within the Kirby plans and stated by others on E-1 of 9. Response: the two canopies and connecting vestibule shall consist of separate component orders. They are not part of the Kirby drawing package submitted that is pre-engineered. We now refer to this on the appropriate details. Certain notes and/or details are referencing the pre- engineered building drawings for standard fastening procedures, which is acceptable. The component packages for these three (3) areas are detailed on the plans with some added notes for clarity. Please see revised sheets 312, 313, 314 and 315. 6. Comment: Submit (in triplicate) the revised final, approved structural design calculations by Kirby reviewed and approved by the Engineer -of - Record. Cannot file preliminary documents. Response: the larger main calculation booklets are final. This has been confirmed with Kirby's structural engineer. I have reviewed and approved these calculations for permitting. Please see attached revised Final Column Reactions with my approval. Comment: ACI 318 specifies 5,000 LB. Concrete for corrosion protection of steel reinforcement in concrete exposed to salt water spray. Design professional to address this in the foundation notes on page 402. Response: we have reviewed ACI 318, sections 4.2.2 and 7.7.5. The main intent of this code is to protect the structural elements of buildings which have a more direct exposure to the elements, especially salt water spray when adjacent to the ocean. Obvious examples are exposed concrete balconies, poured -in -place decks, slabs and walls, concrete garages, etc. which offer little or no protection for the concrete. Also, many of these situations have minimal cover for the steel reinforcement. In the case of this project, the walls are 6 inches thick, providing 2 3/8 inches of cover for reinforcement. This meets the minimum cover required in ACI section R7.7.5, which is 2 to 2'/z inches. The walls are also encapsulated in ICF insulated forms, which are over 2'/z inches thick on either side. The exterior foam surface is also covered with stucco and paint. The reinforcement is therefore well protected in this case. The slab steel is also protected by a minimum of 3 inches cover in all areas, which also exceeds the minimums required ACI 318, section R7.7.5. The outside edge of the grade beam is also covered with stucco, painted with the lower portion covered by earth. In summary, we feel the original structural design is acceptable. 8. Comment: Contractor to submit all of the above items in triplicate with a revised CD for the fire review. Response: item acknowledged. See attachments. 9. Comment: Contractor to submit Exhibit 2 of the contract. The permit evaluation must include all land preparation, parking, landscaping and completed building. Response: see attached Exhibit 2, which is the specification on which our contract is based. There is no parking or landscaping included in our scope of work. 10. Comment: Additional plan review fees are due based upon the ICC Valuation Tables. Response: it has been discussed (per e-mail from Robin Meyer) that the permit fees, which we assumed included all plan review fees, would be based on the contract value, not the ICC tables. The values in the tables are not realistic for this project. This shall be resolved between Mr. Satterlee, Mr. Meyer and Craig Mundt. B. MECHANICAL DEPARTMENT — Mr. Ken Arnold: 1. Comment: The jurisdiction in the project summary (energy codes) must be stated as St Lucie County # 66100, not Broward County. Response: see revised calculations. This was a type-o. Also, please see attached copy of Recorded Notice of Commencement. Thank you for your cooperation and please call if you have any questions. AHRENS COMPANIES I1c Xuan Chen, P.E. License No. 58578 Attachments: 1. (3) Product Review Affidavits. 2. (3) Engineer -of -Record Letters. 3. (3) Revised sheets 312, 313, 314, 315 and 402. 4. (3) Revised Final Kirby Column Reaction Calculations. 5. (1) CD with revised drawings. 6. (3) Copies of Exhibit 2 of the Construction Contract. 7. (3) Revised Energy Calculations w/ FAE response letter. 8. Copy of Recorded Notice of Commencement. 9. Copy of comments. C& Z�B�Zo�11 ` ,r-.I--d AHRENS COMPANIES February 7, 2011 Mr. Joe Cicio Plans Examiner II St. Lucie County Public Works Department - Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 RE: NAVY SEAL MUSEUM 3300 North Hwy. Al Ft. Pierce, FL 34949 Permit No. 1012-0226 Comment Response Letter Dear Mr. Cicio: SCANNED BY St. Lucie County Hand Delivered This letter serves as response to all comments, which are individually addressed as follows: A. BUILDING DEPARTMENT — Mr. Joe Cicio: 1. Comment: Submit (3) St. Lucie County current Product Review Affidavits completely filled out and signed and sealed by your design professional. Response: see attached St. Lucie County current Product Review Affidavits. 2. Comment: Submit a cover letter, in triplicate, as to which engineer will be the "Design Professional of Record". Response: see attached cover letter referencing myself as Engineer -of - Record. 1461 Kinetic Road, Lake Park, FL 33403-1911 Office (561) 863-9004 Fax (561) 863-9007 Contractor License # CBCD06515 Architect License # AA26000694 c, ,^ , c� ; u� f't� Comment: Sheet 402 from Xuan Chen states, "See metal building plans for anchor bolt size, placement and quantity". Drawing E-1 of 9 states embed length to be determined by foundation engineer (Xuan Chen). This is not specified on any plans. Response: the metal building plans must be referred to for anchor bolt diameter, placement and quantity, which we have reviewed and approved. Please see revised sheet 402, footing detail 1/402, showing minimum 18 inch embedment for anchor bolts. 4. Comment: The approval stamps on the Kirby plans are incomplete. They must be checked and signed for final approval for permitting. The Kirby plans and structural calculations must be reviewed and approved by the Engineer -of -Record. Response: I shall be signing and dating the Kirby sets that are already incorporated into the permit sets. These drawings have already been reviewed and approved for permit. We do not have any additional sets to resubmit. The structural calculations shall also be signed and dated — they also have already been reviewed and approved for permitting. 5. Comment: Xuan Chen has indicated 2 canopies and 1 connector building on plans with references to the Kirby system. These structures are not included within the Kirby plans and stated by others on E-1 of 9. Response: the two canopies and connecting vestibule shall consist of separate component orders. They are not part of the Kirby drawing package submitted that is pre-engineered. We now refer to this on the appropriate details. Certain notes and/or details are referencing the pre- engineered building drawings for standard fastening procedures, which is acceptable. The component packages for these three (3) areas are detailed on the plans with some added notes for clarity. Please see revised sheets 312, 313, 314 and 315. 6. Comment: Submit (in triplicate) the revised final, approved structural design calculations by Kirby reviewed and approved by the Engineer -of - Record. Cannot file preliminary documents. Response: the larger main calculation booklets are final. This has been confirmed with Kirby's structural engineer. I have reviewed and approved these calculations for permitting. Please see attached revised Final Column Reactions with my approval. Comment: ACI 318 specifies 5,000 LB. Concrete for corrosion protection of steel reinforcement in concrete exposed to salt water spray. Design professional to address this in the foundation notes on page 402. Response: we have reviewed ACI 318, sections 4.2.2 and 7.7.5. The main intent of this code is to protect the structural elements of buildings which have a more direct exposure to the elements, especially salt water spray when adjacent to the ocean. Obvious examples are exposed concrete balconies, poured -in -place decks, slabs and walls, concrete garages, etc. which offer little or no protection for the concrete. Also, many of these situations have minimal cover for the steel reinforcement. In the case of this project, the walls are 6 inches thick, providing 2 3/8 inches of cover for reinforcement. This meets the minimum cover required in ACI section R7.7.5, which is 2 to 2'/2 inches. The walls are also encapsulated in ICF insulated forms, which are over 2'/z inches thick on either side. The exterior foam surface is also covered with stucco and paint. The reinforcement is therefore well protected in this case. The slab steel is also protected by a minimum of 3 inches cover in all areas, which also exceeds the minimums required ACI 318, section R7.7.5. The outside edge of the grade beam is also covered with stucco, painted with the lower portion covered by earth. In summary, we feel the original structural design is acceptable. 8. Comment: Contractor to submit all of the above items in triplicate with a revised CD for the fire review. Response: item acknowledged. See attachments. Comment: Contractor to submit Exhibit 2 of the contract. The permit evaluation must include all land preparation, parking, landscaping and a completed building. Response: see attached Exhibit 2, which is the specification on which our contract is based. There is no parking or landscaping included in our scope of work. 10. Comment: Additional plan review fees are due based upon the [CC Valuation Tables. Response: it has been discussed (per e-mail from Robin Meyer) that the permit fees, which we assumed included all plan review fees, would be based on the contract value, not the ICC tables. The values in the tables are not realistic for this project. This shall be resolved between Mr. Satterlee, Mr. Meyer and Craig Mundt. B. MECHANICAL DEPARTMENT — Mr. Ken Arnold: Comment: The jurisdiction in the project summary (energy codes) must be stated as St Lucie County # 66100, not Broward County. Response: see revised calculations. This was a type-o. Also, please see attached copy of Recorded Notice of Commencement. Thank you for your cooperation and please call if you have any questions. AHRENS COMPANIES Cz Xuan Chen, P.E. License No. 58578 Attachments: 1. (3) Product Review Affidavits. 2. (3) Engineer -of -Record Letters. 3. (3) Revised sheets 312, 313, 314, 315 and 402. 4. (3) Revised Final Kirby Column Reaction Calculations. 5. (1) CD with revised drawings. 6. (3) Copies of Exhibit 2 of the Construction Contract. 7. (3) Revised Energy Calculations w/ FAE response letter. 8. Copy of Recorded Notice of Commencement. 9. Copy of comments. z/8f zol'l Id'L-02-'11 14;45 FROM- T-405 P0001 F-866 Planning 0 DevelopniencSarvicea -- Building d Code Regulation Division ne� Review Com 23W Virginia Avenue Fort Pierce, FL 349s2 Phone (712) 402-ISM Fax: (172) 4024518 Page 1 PROPERTYINFORMATION Z/fi�IJ-Vl/O Address: 3300 A 1 g N der(*): 0IYlp FORTMERCE F949 -' cs Ph _ CRy1St0tL 34 Int Imp Tkuat Fund Parcels: 1425-220-0001-000/1 Jurisdiction: aLucleCounly Zoning: CPUB Lott: 1 Black: %VPLICA?70N IN17ORMAITON Palmit NUinbet: 1012.0226 APPIlwtfun Typo: Master Permilw/aubs AuUvlty Typo: AdMon OtlrerAatW. Pvrmlt Typo: Building Commercial Stories: i Automatic SPrinklarSystaml _tONT ACTOR INFORMATION Contractor Name: AHRENS RICHARO C Fax Number 561-8634007 3uelnOss Name: AHRENS COMPANIES 3uslneas AddF 1461 IONETIC RD city/State/zit - LAKE PARK FL 33403 REVIEWS AND COMMENTs BoAmm TV §NM Reviewed 8v Documents Missing Comploto Dawn Milano Front Counter Ravlaw Compleb Fire Depxronant Hevlew Pending: Dawn Milano Tony Ltardo Oats Stetted Date Comalel4 Pkte Rolesaod 021002011 1212212010 12122/2010 Mans Examiner Review Incomplete, Joe Clete 01128/2011 01/2612011 1 Comment SUBMIT(3)SrLUCIECOUNTY CURRENT PRODUCT RE14EWAFFIDAVITS(srailedeonAneI COMPLETELY FILLER) CUTAND SIGNED AND SEALED BY YOUR DESIGN PROFESSIONAL 011=011 2 Cm m=t SUBMITA COVER LETTER. IN TRIPLIGA11; AS TO WHICH ENGINEER WILL BETHE• DESIGN PROFESSIONAL OF RECORD" (I 2B12D11 3Comment SHEET402 FROM XUAN CHENSTATEa0 SEEMFTAL RIM nimp R Auc One Amruww am ra rt rIL-IOC" 11 14;40 CtiUl"1- Planning B Developmen[ Services Building d Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34002 Phone: (772) 462-ISS3 Faw (112) 402-1579 Review Comments T-405 P0002 Page 2 -- 01=2O11 5 Comment: XUAN CHEN HAS INDICATED CANOPIES AND 1 CONNECTOR BUILDING ON HIS PLANS WITH REFERENCES TO THE ICHOY SYSTEM —THESE STRUCTURES ARE NOT INCLUDED VVIWIN THE KIRBY BUILDING PLANS AND STATED BY OTHERS ON E-1 OF 9 0127/2011 6 Comment SUBMIT[ IN TRIPLICATE THE REVISED FINAL, APPROVED STRUCTURAL DESIGN CALCULATIONS BY KIRBY REVIEWED AND APPROVED SY THE ENGINEER OF RECORD' CANNOT FILE PRELIMINARY DOCUMENTS PER FAC. 61GtSd3.002 M 012712011 7 Canment ACI $18 SPECIFIES 5000 LB, CONCRETE FOR CORROSION PROTECTION OF RE-INFORCEMENT IN CONCRETE EXPOSED 70 SALTWATER SPRAY "DESIGN PROFESSIONAL TO ADDRESS THIS IN THE FOUNDATION NOTES ON PG 402 01272011 8 Comment CONTRACTOR TO SUBMITALLOF THEABOVE.ITEMS W TRIPLICATE WITH A REVISED CD FOR THE FIREREVIEW i 01272011 9 Comment CONTRACTOR TO SUBMIT FXHIBITtI2OFF THE CONTRACT, THE PERMITVALUATIONMUST INCLUDEALL LAND PREPARATION. PARTING. LANDSCAPING ANDA COMPLETED BUILDING, 01272011 10 Comment ADDITIONAL PLAN REVIEW FEES ARE DUE BASED UPON THE ICC VALUATION TABLES 012T2011 11 Comment COMMENTS MAILED AND FAXED AS OF THIS DATE Plane Fxaminer Ravlow Comploto Greg Smyth 01/20/2011 01/20/2011 Piam Examiner Ruvlow Congdote Ken Amold 011W2011 OU202011 Plant Emminar Review Panding Ken Amoid 011261201/ 012812011 1 Catnment MECHANICAL REVIEW'—THEJURISDICTION IN THE PROJECT SUMMARY]ENEROYCODESI MUST BE STATED AS sr.LUCIE COUNTY#00100 NOT SROWARD COUNP To Be Review by Plan 6rov Complete JOB CiCIo 01/262011 011262011 Zoning Ravlew Complete. IMe Saunoffe 011042011 02=2011 A .4HRENS COMPANIES February 2, 2011 Mr. Joe Cicio Plans Examiner II St. Lucie County Public Works Department Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 RE: Navy Seal Museum 3300 N. A1A Ft. Pierce, FL 34949 Permit No. 1012-0226 Dear Mr. Cicio: HAND DELIVERED This letter serves as notification that I, Xuan Chen, P.E., am the "Design Professional of Record" for this project. Thank you. Sincerely AHRENS COMPANIES Xuan�.E. License No. 58578 CX, 1461 Kinetic Road, Lake Park, FL 33403-1911 Office (561) 863-9004 Fax (561) 863-9007 Contractor License # CBC006515 Architect License # AA26000694 EXHIBIT NO.2 SPECIFICATIONS FOR NATIONAL NAVY UDT — SEAL MUSEUM Proposed 8,400 s.f. Addition 3300 North Highway A1A Fort Pierce, FL 34949 August 16, 2010 01 GENERAL CONDITIONS A. Owner shall be responsible for the following: 1. Permit and impact fees. 2. Any utility connection fees (sanitary, water, electric, phone, etc.). 3. Builder's Risk Insurance. 4. Accent lighting. 5. Signage. G. Temporary construction facilities (electric and water). 7. All site work except for sidewalks and stoops (no parking lot or driveways included). 8. Racking or shelving. 9. Appliances (vending machines, refrigerator, microwave, etc.). 10. Landscaping -and irrigation work and design. 11. Initial survey work, if required. 12. We shall assume we are able to connect new building sanitary service into the existing lift station located on the west side of the existing museum (any required upgrades will result in additional expenses). 13. Fire sprinkler system and fire line. 14. Soil borings. 15. Site plan approval fees. 16. Removal of unsuitable soils, if encountered. 17. Any unforeseen conditions resulting in additional expenses. 18. Any modifications to existing building. 19. Security system. 20. Phone, computer, cable and/or intercom systems. IE THIS DOCUMENT, DATED AUGUST 16, 2010 IS COPYRIGHTED AND IS THE PROPERTY OF AHRENS COMPANIES. IT IS UNLAWFUL TO COPY AND/OR USE THIS DOCUMENT FOR ANY REASON WITHOUT WRITTEN PERMISSION FROM AHRENS COMPANIES. 0 V V Specifications National Navy UDT- Seal Museum August 16, 2010 21._Furniture _(desks, tables, chairs, etc.). 22. Window treatments. 23. Audio / visual equipment (projectors, screens, televisions, speakers, etc.). 24. Electrical drops, pedestals or floor receptacles required for displays. 25. Anything required for displays (platforms, enclosures, etc.). 26. Stages or seating. 27. Underground electrical service or existing building service change. This building will most likely have it's own service. It is unknown at this point where the service will originate. We may want to discuss an allowance for this item or exclude it completely. 28. Emergency generator and transfer switch. 29. Test and balance A/C system by independent testing laboratory. 30. Final hook-up of all electrical work associated with Owner equipment/displays. 31. Satellite system. 32. Performance and Payment Bond. 33. All chain link fencing / gates work, if required. 34. Dumpster enclosure, if required. 35. Temporary site fencing. 36. Site photometrics plan or site lighting. 37. Floor finishes, as required (except Ashford Formula and vinyl base). 38. Storm Water Pollution Prevention Plan (SWPPP), design and/or processing. 39. Any improvements to existing facility. 40. New water meter tap and connection, if required. 41. Removal or replacement of unsuitable materials or special bedding due to unsuitable materials. 42. Cleaning; testing and repair of existing utility lines, if applicable. 43. Potential existing utility underground conflicts are not shown and not included. 44. Sheeting, shoring and/or dewatering, if required. 45. Florida Sales Tax (Owner is exempt). B. Allowances / Qualifications 1. Imported Fill: 200 c.y. 2. Cabinets: $3,000.00 3. Toilet Accessories: $1,600.00 4. Fire alarm system: $8,000.00 5. Ornamental metal fencing: $1,200.00 C. Ahrens shall be responsible for the following: 1. Required project supervision and management. 2. Architectural / engineering drawings which will include the following: 2 THIS DOCUMENT, DATED AUGUST 16, 2010 IS COPYRIGHTED AND IS THE PROPERTY OF AHRENS COMPANIES. IT IS UNLAWFUL TO COPY AND/OR USE THIS DOCUMENT FOR ANY REASON WITHOUT WRITTEN PERMISSION FROM AHRENS COMPANIES. 0 Specifications National Navy UDT— Seal Museum August 16, 2010 - - a. Title Sheet. b. 'Architectural Site Plan, details. c. Site Electrical plan. d. Fire Alarm plan. e. Roof Framing plan. f. Reflected Ceiling plan. g. Floor plans. h. Architectural elevations. i. Required building / wall sections. j. Door, window, finish schedules. k. Miscellaneous details. I. Foundation plan, details. m. Plumbing plan. n. Air Conditioning plan. o. Electrical plans. p. Energy code calculations. q. Pre-engineered building structural drawings. r. Water and Sewer Utilities plan, details. 3. Temporary construction toilet, storage unit, fire protection and phone. 4. Project site clean-up. a. Construction dumpsters as required. 5. Finish clean-up to include: a. Removal of all construction material and equipment. b. Broom sweep interior of display areas. c. Clean and wipe down interiors of finished office space. d. Clean all window frames with glass inside and out. e. Clean bath area / fixtures. f. Subcontractors are required to deposit waste at location chosen by contractor (within 100' of the building). 6. Six and one-half percent (6 % %) Florida sales tax, by Owner. 7. Assumed 2,500 p.s.f. soil bearing value. 8. Building layout, tie-in and finish floor certifications and building as -built by a certified land surveyor. 9. Fill compaction testing. 10. Backflow preventer for water service. 11. All construction to comply with the latest revised standard building codes and local zoning ordinances as they might apply. Notify engineer and Owner immediately if any discrepancies are found based on applicable code. 12. All trades to verify existing dimensions, grade levels, quantities and conditions prior to starting work. 3 THIS DOCUMENT, DATED AUGUST 16, 2010 IS COPYRIGHTED AND IS THE PROPERTY OF AHRENS COMPANIES. IT IS UNLAWFUL TO COPY AND/OR USE THIS DOCUMENT FOR ANY REASON WITHOUT WRITTEN PERMISSION FROM AHRENS COMPANIES. Specifications National Navy UDT August 16, 2010 — Seal Museum 13. All labor to be first class by skilled mechanics in each respective trade. Defective installations will be repaired or replaced at contractor's expense without delays, per architect's approval. 14. All questions to be first directed to engineer prior to proceeding with work in question. 15. Substitutions not permitted unless approved by architect / engineer and Owner. 16. Shop drawings and submittals for approval by architect / engineer and Owner prior to installation for: a.. Pre-engineered metal building. b. Windows and glass. d. Doors and frames, including product acceptance / approval. e. Toilet accessories and partitions. f. Cabinets and counters. g. Mechanical equipment. h. Electrical equipment and fixtures. i. Plumbing fixtures. j. Overhead door. k. Hardware. I. Vinyl base. m. Reinforcing steel. n. Exhaust fans. o. Railings. p. Fire alarm equipment and alarm detection devices. q. ICF wall system. r. Insulation. s. Concrete mixes. t. Plastering. u. Acoustical ceiling system. v. Fire extinguishers. 17. Structural inspections, as needed. 18. Shop drawing review. 19. Architectural inspections, as needed. 20. Estimating. 21. Prints. 22. Long distance calls. 23. Mailing costs. 24. Mileage expenses and tolls. 25. First aid. 26. Weekly Safety meetings. 4 THIS DOCUMENT, DATED AUGUST 16, 2010 IS COPYRIGHTED AND IS THE PROPERTY OF AHRENS COMPANIES. IT IS UNLAWFUL TO COPY AND/OR USE THIS DOCUMENT FOR ANY REASON WITHOUT WRITTEN PERMISSION FROM AHRENS COMPANIES. f Specifications National Navy UDT — Seal Museum August 16, 2010 27. Job photographs. 28. General miscellaneous labor, as required. 29. Permit processing. 30. Close-out manual with complete subcontractor/supplier contact list, warranties, submittals and operation manuals. 02 SITEWORK A. Ahrens shall be responsible for the following: 1. Finish floor elevation shall match existing adjacent building. 2. Building pad compaction based on standard soil conditions. No specialty compaction included. 3. Termite soil poisoning building slab. Provide one (1) year warranty. 4. Clear and grub area to accommodate building as required. 5. 200 c.y. import fill (see allowances), spread and compacted to 95% AASHTO- T180. 6. Build / compact building pad. 7. Finish site grading for 10 feet outside building perimeter. 8. Perimeter silt fence: 500 I.f. 9. On site concrete (adjacent to building): a. Areas: door stoops, A/C pads, overhead door apron and sidewalk per site plan. b. Quantity: 1,030 s.f. c. Thickness: 4". d. Reinforcing: fibermesh. e. Finish: light broom. f. Concrete: 3000 PSI grade minimum. 10. Water Service: a. Connect to building side of existing meter/service. b. New 1-1/2" RPZ backflow preventer. C. 100 I.f. 1-1/2" PVC SCH 40 underground water service to building. 11. Sanitary Sewer Service: a. Connect to existing E-1 lift station (any required upgrades not included). b. 80 I.f. 4" PVC SCH 40 sanitary service to building. 03 CONCRETE A. Ahrens shall be responsible for the following: s THIS DOCUMENT, DATED AUGUST 16, 2010 IS COPYRIGHTED AND IS THE PROPERTY OF AHRENS COMPANIES. IT IS UNLAWFUL TO COPY AND/OR USE THIS DOCUMENT FOR ANY REASON WITHOUT WRITTEN PERMISSION FROM AHRENS COMPANIES. Specifications National Navy UDT— Seal Museum August 16, 2010 1. Foundation design. 2. Foundation forming. 3. Footer, grade beam, column pad and ICF reinforcing steel, Grade 60. 4. Control joints for building slab. 5. 6 x 6 W1.4XW1.4 WWM reinforcement for slab, flat sheets. 6. Concrete as follows: a. 3000 p.s.i. grade: All concrete (regular mix for slabs and pump mix for walls). 7. Concrete. finishes as follows: a. Interior: Hard trowel finish. b. Exterior: Light broom finish. 8. Concrete slab thickness as follows: a. 4": Sidewalk, A/C pads, stoops, building slab. 9. Concrete labor placement. 10. Saw cut control joints building slab as scheduled. 11. All work shall be in accordance with local building codes and ordinances., (2007 Florida Building Code). 12. Design wind loads are based on a velocity of 150 m.p.h. 3-second gusts Exposure C, Importance Factor 1.0. 13. Foundation design is based on 2,500 PSF minimum allowable bearing pressure (confirm with soil report). 14. Provide 6 mil vapor barrier under building slab. 15. Building pad shall be compacted to 95% proctor. 16. Provide 1/8" wide x 1/3 depth saw cuts for slab. 17. Finish floor elevation = match existing building. 18. Provide steel reinforcement in ICF walls per structural engineer. 19. Concrete testing per code. 20. 5" concrete pump for building pad. 21. ICF wall system with 6" thick concrete, full height per plans. 22. Fourteen (14) pre -cast concrete splash blocks for downspouts. 23. 110 I.f. %" x 4" asphaltic expansion joint where site concrete abuts building slab. 04 MASONRY (NOT USED) 05 METALS A. Ahrens shall be responsible for the following: 6 THIS DOCUMENT, DATED AUGUST 16, 2010 IS COPYRIGHTED AND IS THE PROPERTY OF AHRENS COMPANIES. IT IS UNLAWFUL TO COPY AND/OR USE THIS DOCUMENT FOR ANY REASON WITHOUT WRITTEN PERMISSION FROM AHRENS COMPANIES.\!�,\�I CW Specifications National Navy UDT — Seal Museum August 16, 2010 — - 1. Pre-engineered building anchor bolts. 2. %" diameter expansion anchors for attachment of ledger angles at top of ICF end walls and eave struts at top of ICF sidewalls. 3. All beams and miscellaneous steel shall be Grade A-36. 4. Hilti or approved substitute bolts shall be galvanized. 5. All structural steel shall be shop painted and touched up in field by erector. 6. All steel connections to be field welded and/or bolted in accordance with AISC standard practice, or metal building manufacturer's recommendations. 7. Metal studs as follows: a. Partitions: 20 or 25 gauge galvanized at 16" o.c. per plans. 8. Railings as follows: a. Location per site plan. b. Total length: 20 If. (2-10 foot lengths). c. Height: 4 feet. d. Provide two (2) T-0"W gates, self -closing. e. Material: aluminum picket. 9. YV diameter x 3" Tapcons for metal building flashings to ICF per plans. 06 CARPENTRY A. Ahrens shall be responsible for the following: 1. 2. 3. 4. One (1) %" plywood phone board, per electrical details. Backing and blocking behind toilet accessories, fire extinguishers, cabinets. Pressure treated V x 4" nailers at window and door headers. Cabinets and counters as follows (see allowance): a. Lounge: 9 I.f. of lowers, 12 I.f. of uppers. b. Women's restroom: 12 I.f. counters. c. Men's restroom: 6 I.f. counters. d. 4" backsplash and toe kicks. e. 3/" particle board with plastic laminate counters, f. 4" wire pulls. g. Standard drawer glides. 2 x 4 wood blocking at windows and doors. 07 MOISTURE PROTECTION boxes, doors and shelves. 7 THIS DOCUMENT, DATED AUGUST 16, 2010 IS COPYRIGHTED AND IS THE PROPERTY OF AHRENS COMPANIES. IT IS UNLAWFUL TO COPY AND/OR USE THIS DOCUMENT FOR ANY REASON WITHOUT WRITTEN PERMISSION FROM AHRENS COMPANIES. r- Specifications National Navy UDT August 16, 2010 — Seal Museum - A. Ahrens shall be responsible for the following: 1. 6 mil visqueen vapor barrier under building slab. 2. Roof jacks for plumbing vent penetrations. 3. Insulation: a. Exterior walls: 1) ICF full height wall system with 2" interior and exterior rigid insulation (R-24 minimum tested). No additional vapor barrier required. b. Interior walls and ceilings: 1) Provide sound insulation 3 %' (R-11) only to restrooms walls as indicated on plans, marked with "hatch" lines (to W-0"). 2) Provide 6" (R-19) batt insulation over office and restroom ceilings. c. Metal building insulation — Roof: 1) Roll -runner application system utilized. 2) R-30 total insulating value. 3) Lower layer = 6" (R-19) black reinforced vinyl -faced metal building insulation set parallel/between the purlins. 4) Upper layer = 3-1/2" (R-11) unfaced batt insulation set on top of the purlins and perpendicular to purlins. 4. Miscellaneous caulking at windows and doors as required: Tremco "Mono" or approved product. 5. Concrete floor sealer as follows: a. Ashford Formula concrete curing compound for building slab. 6. Fireproof penetrations as required. 08 DOORS: WINDOWS & GLASS A. Ahrens shall be responsible for the following: 1. Personnel doors and frames as follows: a. Exterior Hollow metal doors and frames 1) Two (2) 6070 flush pair. 2) One (1) 8070 flush pair. 3) One (1) 6070 flush 90 min. rated. 4) Two (2) 3070 flush. (standard exterior— impact rated): 5) 16 gauge frames, one piece welded assembly with mitered, reinforced corners. 6) ICF concrete jambs. 7) 18 gauge flush type leafs.. b. Interior Hollow metal doors and frames (interior): s THIS DOCUMENT, DATED AUGUST 16, 2010 IS COPYRIGHTED AND IS THE PROPERTY OF AHRENS COMPANIES. IT IS UNLAWFUL TO COPY AND/OR USE THIS DOCUMENT FOR ANY REASON WITHOUT WRITTEN PERMISSION FROM AHRENS COMPANIES. C Specifications National Navy UDT —Seal Museum August 16, 2010 1) One (1) 6070 flush pair. 2) 16 gauge frame, welded. 3) 18 gauge flush door leafs. 4) 45 minute rated assembly. 5) Metal stud framed opening. c. See Door Schedule for frame ratings. d. Interior office doors as follows: 1) Qty: Eight (8) 2) Size: 3070. 3) Type: Solid core masonite pre -hung, wood frame, paint -grade. 4) Standard 3-1/2" Colonial casing. e. Labels: Required for all rated door assemblies. 2. Finish Hardware as follows: a. It is intended that the hardware listed below will provide an example of all finish hardware to complete the project. Any hardware not specified herein shall be provided and be modified to that specified for similar openings. a. Products Manufacturer/Model Hinges Design BB5 NRP 4.5 x 4.5 26D Entrance/office lock Design X-82 U526D Privacy Lock Design X-76 U526 Exit Devices/Levers Falcon 25 Series Wall bumpers Kickplates Thresholds Weatherstrips Closers - Exterior Closers — Interior Ives W5407 Rockwood NGP 896V NGP 505 Design 416-AL Dor-O-Matic SC81 Push/Pull Rockwood b. Use hardware listed above or Owner/Architect approved substitute. 3. Impact Storefront windows as follows: a. Aluminum window framing: Equal to Arch Aluminum 3000 Glazed System including all framing, glass, and all trim, closures, fastenings, sills and sealants. b. Aluminum and finish: Bronze anodized frames. c. Exterior window and door glass: Bronze tint glass. d. Gaskets: Continuous Neoprene type to suit aluminum frames, black. e. Sealant: Tremco "Mono": Color: bronze. f. Sizes: Description as follows: 1) 2 ea. Arch Aluminum 3000 Impact Frames and glass @ 4'-0" x 4'-0". 9 THIS DOCUMENT, DATED AUGUST 16, 2010 IS COPYRIGHTED AND IS THE PROPERTY OF AHRENS COMPANIES. IT IS UNLAWFUL TO COPY AND/OR USE THIS DOCUMENT FOR ANY REASON WITHOUT WRITTEN PERMISSION FROM AHRENS COMPANIES. \"`" Specifications National Navy UDT — Seal Museum August 16, 2010 4. Interior windows as follows: a. Type: Aluminum frame non -impact mini -sash, fixed. b. Glass: Clear tempered safety glass per code. c. Quantity: Three (3) d. Size: 6'-0"W x 4'-0"H with center mullion. 5. Overhead door as follows: a. Type: Sectional insulated commercial overhead door. b. Gauge: 24 c. Design Loads: 150 mph 3 second gust. d. Size and quantity: 1) One (1) 12'-0" w x 14'-0" high. e. Accessories/modifications 1) Interior metal skin. 2) Standard color finish. 3) Chain hoist operation. 4) 36" high lift. 5) Interior slide lock. 6) Bottom gasket, and perimeter weather stripping Clopay Model 3200 09 FINISHES A. Ahrens shall be responsible for the following: 1. Painting as follows: a. Scope: 1) Stucco exterior complete, including walls, pilasters and bands. 2) Interior and exterior hollow metal doors/frames. 3) Exterior of overhead door. 4) Interior masonite doors, wood frames and casings, concrete and gypsum board. 5) Gyp -board walls. 6) Exposed steel columns above 10'-0" A.F.F. and all exposed rafters and components not covered by black vinyl insulation. b. Caulking of all joints between storefront, door and window frames, concrete and gypsum board. c. Color schedule: to be selected. d. Painting and finish schedule: 1) Stucco: Prime coat and two (2) finish coat(s) of exterior flat -latex paint— mil thickness as recommended by selected mfr. 10 THIS DOCUMENT, DATED AUGUST 16, 2010 IS COPYRIGHTED AND IS THE PROPERTY OF AHRENS COMPANIES. IT IS UNLAWFUL TO COPY AND/OR USE THIS DOCUMENT FOR ANY REASON WITHOUT WRITTEN PERMISSION FROM AHRENS COMPANIES. C V0 Specifications National Navy UDT — Seal Museum August 16, 2010 2) Hollow metal doors and frames: Prime coat and two (2) finish coats of alkyd industrial enamel or approved substitute (Semi -gloss). 3) Overhead door exterior: two (2) coats industrial enamel, color per elevations (primer by mfr). 4) Masonite doors: Sand and paint with two (2) coats latex semi -gloss. 5) Gypsum board: Prime coat and one finish coat of flat latex. 6) Exposed structural steel: One (1) coat Sherwin Williams "Dry Fall" or approved substitute. 7) Wood frames and casings: Sand, prime with one (1) coat latex primer and paint with two (2) coats semi -gloss latex paint. 2. Suspended acoustical ceiling system as follows: a. Acoustical ceiling board — offices/lounge: Armstrong 704 Cortega 24" x 24" x 518 inch tegular lay -in. b. Acoustical ceiling board — restrooms: Armstrong vinyl gyp. Moisture resistant 24" x 24" tegular lay -in. c. Suspension system: Armstrong 7300 series exposed 15/16 inch grid with angle wall molding, Color: WH, white enamel. d. Areas: See finish schedule. e. Provide 6" (R-19) batt insulation above all the areas. f. Height: 8'-10". 3. Stucco as follows: a. ICF exterior wall, bands and pilasters -rigid insulation provide by ICF company (see elevations). b. Apply bonding agent and paper -backed metal lath over all areas. c. Apply standard three (3) coat 5/8" thick light textured stucco at all wall surfaces. d. All bands and pilasters shall receive sand finish. e. Include built-up parapet caps, back side of parapet walls and roof transition flashings. 4. Metal stud framing as follows: a. 3-5/8" or 6" x 25 gauge metal studs @ 16" o.c. as required for walls, 9'-0" high. b. 1-5/8" x 25 gauge metal stud furring @ 16" o.c. @ boxed -in columns, 10'-0" high. c. Interior perimeter wall are [CF. No furring required. Gypsum board glued and screwed directly to rigid insulation and integral plastic backing. d. Two (2) full height walls to roof deck both sides of office/bath core. 5. Gypsum board as follows: a. 5/8" regular or Type "x" bond throughout as required. 11 THIS DOCUMENT, DATED AUGUST 16, 2010 IS COPYRIGHTED AND IS THE PROPERTY OF AHRENS COMPANIES. IT IS UNLAWFUL TO COPY AND/OR USE THIS DOCUMENT FOR ANY REASON WITHOUT WRITTEN PERMISSION FROM AHRENS COMPANIES. t Specifications National Navy UDT—Seal Museum August 16, 2010 10 SPECIALTIES A. Ahrens shall be responsible for the following: 1. Toilet and bath accessories as follows: a. Surface -mounted toilet tissue dispenser: AS] 0030(4 required). b. Mirrors: 24" w X 36" h frameless (2 required). c. Grab.bars:.AS[ 3201-36 (2 required). d. Grab bars: AS] 3201-42 (2 required). e. Vanity mirrors: frameless counter width (3 required). f. Soap dispenser: AS[ 0345 (2 required). g. Soap dispenser: ASI 0332-D (2 required). h. All accessories shall be AS[ or an engineer approved substitute. 2. Provide one (1) Knox box rapid entry type model #3208, surface mounted. 3. Six (6) fire extinguisher signs. 4. Two (2) H/C signs at restrooms. 5. Toilet partitions as follows: a. Four (4) toilet stalls (2 handicap and 2 regular). b. One (1) urinal screen. c. Plastic laminate material, floor mount overhead braced, plywood core, standard hardware and color. 11 EQUIPMENT A. Ahrens shall be responsible for the following: Fire protection specialties as follows: a. Six (6) bracket mounted fire extinguishers. b. Extinguishers: Larsen's Manufacturing Company MP5 (6 required). c. Brackets: B-2 (6 required). d. Approved substitutions by engineer are allowed. 12 FURNISHINGS (NOT USED) 13 SPECIAL CONSTRUCTION A. Ahrens shall be responsible for the following: 12 THIS DOCUMENT, DATED AUGUST 16, 2010 IS COPYRIGHTED AND IS THE PROPERTY OF AHRENS COMPANIES. IT IS UNLAWFUL TO COPY AND/OR USE THIS DOCUMENT FOR ANY REASON WITHOUT WRITTEN PERMISSION FROM AHRENS COMPANIES. , C� Specifications National Navy UDT—Seal Museum August 16, 2010 1. Kirby Building Systems pre-engineered building as follows: 1) 70'-0"w. x 120'-09. x 18'-0" low eave. a) Bay spacing: two (2) @ 17'6", two (2) @ 25'-0", two (2) @ 17'-6". b. Roof slope: 1 on 12, gable with center ridge. c. Design loads: 1) Frame live load: Per approved shop drawings. 2) Roof live load: 20 lbs. Tributary area deduction. 3) Wind load: 150 M.P.H. 3. second gust, Exposure C. 4) Collateral load: 7lbs. 5) Miscellaneous: UL 90 uplift. 6) Importance Factor: 1.0 7) FBC 2007 code. d. Roof panel: 1) 24 gauge, zinc -aluminum, "R" screw down roof panel with twenty-year material warranty. e. Wall panel and trim as follows: N/A f. Accessories as follows: 1) Walls open full height for ICF, 10" total thickness. 2) No bay bracing required — ICF shear walls. 3) Standard gutters and downspouts (236 I.f.) 4) Seven (7) downspouts required at pilaster locations, each side. 5) Roof -to -wall transition flashing, both end walls. 6) One (1) 8'-0"W x 10'-0"L connector canopy with open walls, two (2) frames, standard eave trim, 5:12 gable roof, blue accent 24 gauge 'R' panels, roof -to -wall transition flashing. 7) Two (2) 10'-0"W x 5'-0"L entrance canopies with 30" drop fascia, soffit, standard eave trim, open walls, ledger angles, 5:12 gable roof, blue accent 24 gauge 'R' panels for roof, walls and soffit, trim as required. 8) Straight columns to 10'-0" A.F.F., maximum 18" deep. 9) Provide nelson studs or approved substitute at backside of flange for concrete connection. 10) Eave struts set in 10" to accommodate ICF full height walls. 11) Provide roof panel fastening angle at top of ICF. 12) Ledger angles at end walls, no columns required. 13) Metal building is engineered to absorb wind load from ICF walls. 14) Rigid frames. 15) Standard red oxide primer. g. Pre-engineered metal building erection. 13 THIS DOCUMENT, DATED AUGUST 16, 2010 IS COPYRIGHTED AND IS THE PROPERTY OF AHRENS COMPANIES. IT IS UNLAWFUL TO COPY AND/OR USE THIS DOCUMENT FOR ANY REASON WITHOUT WRITTEN PERMISSION FROM AHRENS COMPANIES. Specifications National Navy UDT — Seal Museum August 16, 2010 ---14-CONVEYING SYSTEMS (NOT USED) 15 MECHANICAL A. Ahrens shall be responsible for the following: 1. Plumbing as follows: a. Install PVC waste and vent piping, under floor, through roof, connect to existing lift station (80 I.Q. b. Copper hot and cold water piping, type "L" under floor, type "M" above floor: c. Install 100 If. 1-1/2" PVC water service, 1-1/2" RPZ backflow preventer. d. Commercial bath fixtures per floor plan with flushometer type toilets. e. (1) 40 gallon electric water heater. f. (1) Mop sink. g. (1) Bi-level drinking fountain. h. (1) break room sink with ice line and DW hook up. L. (2) bath floor drains with trap primer lines. j. (3) 30 gallon dry wells, condensates by HVAC contractor. k. (2) exterior wall hydrants (hose bibs). I. Plumbing layout. m.Sewer and water tie in fees by Owners. n. Backfilling of all trenches by contractor. o. This proposal does not cover the enforcement of future codes, building requirements and ordinances. p. 1" PVC condensate lines and emergency drain lines for air handlers. 2. HVAC system as follows: a. Air conditioning installed per CMi Air Conditioning and Electrical design. b. Five (5) Carrier split systems totaling 28 tons of air conditioning. c. Refrigeration piping and condensate drains. d. Five (5) emergency drain pans, float switches and vibration isolators. e. Four (4) smoke detectors with remote test stations. f. Rigid fiberglass and flex for supply / return air ductwork. g. Insulated double wall spiral for exposed ductwork. h. Thirty-nine (39) supply and eight (8) return air grilles. I. Two (2) bathroom exhaust fans VTO. j. Round galvanized pipe for exhaust and fresh air ductwork. k. One (1) exhaust and three (3) fresh air goosenecks. I. Five (5) programmable thermostats. m.Test and balance by CMi Air Conditioning & Electrical. 14 THIS DOCUMENT, DATED AUGUST 16, 2010 IS COPYRIGHTED AND IS THE PROPERTY OF AHRENS COMPANIES. IT IS UNLAWFUL TO COPY AND/OR USE THIS DOCUMENT FOR ANY REASON WITHOUT WRITTEN PERMISSION FROM AHRENS COMPANIES. %/ G Specifications National Navy UDT—Seal Museum August 16, 2010 16 ELECTRICAL A. Ahrens shall be responsible for the following: 1. Electrical system as follows: a. (1) 400 Amp, Three phase service, 120/208 V. b. (10) Duplex receptacles. c. (2) GFI receptacles. d. (4.) Weatherproof GFI receptacles. e. (16) Gallery 120 Volt receptacles. f. (1) Electric Water Cooler. g. (2) Kitchen GFI receptacles. h. (1) Refrigerator Outlet. i. (1) Microwave. j. (2) 20 Amp, 120 Volt dedicated receptacles — vending. k. (4) Telephone/data stubs. I. A/C connections, as required. m.(1) Dishwasher. n. (1) Telephone/data board. o. (6) 175 Watt MH wall packs. p. (20) 2x4 fluorescent lay -in fixtures. q. (8) Emergency lights. r. (8) Exit/Emergency combinations. s: (2) Bathroom exhaust fan 100 CFM. t. (25) 4' 4Lamp T5 Fluorescent Hi -Bays. u. (6) Exterior ceiling fluorescents. v. (1) water heater connection. w. (7) Occupancy sensors. x. (2) Timer switch; single pole. 2. Fire alarm system as follows: a. See allowances. b. Includes boxes, conduits and fixtures/equipment. 15 THIS DOCUMENT, DATED AUGUST 16, 2010 IS COPYRIGHTED AND IS THE PROPERTY OF AHRENS COMPANIES. IT IS UNLAWFUL TO COPY AND/OR USE THIS DOCUMENT FOR ANY REASON WITHOUT WRITTEN PERMISSION FROM AHRENS COMPANIES. 1