Loading...
HomeMy WebLinkAboutMISC EMAILBRYNTESEN STRUCTURAL ENGINEERS 19 December 2018 St. Lucie County Planning & Developmental Services 2300 Virginia Ave. Fort Pierce, FL 34982 Attn: _ Andrew Manero Regarding: Advantage Self Storage Steel Column Mark/Shop Drawings Dear Mr. Manero, SCANNED BY St. Lucie County It has been brought to our attention that several steel column marks annotated on our structural drawings do not match the steel columns that have been approved in the `Structural Steel Shop Package' issued by I-MM Steel Corp and approved by our office on 05/29/18. The approved steel shop drawings supersede the latest structural drawings. The discrepancy occurs on gridline 11 of sheets S 104 & S 105, which illustrates an alternating Column Type #1 & Column Type #2 pattern. This entire gridline should only annotate Column Type #1, as illustrated in the approved shop drawing. In addition the column located at gridline intersection R13 of S104 & S105 should also be a Column Type #1. Thank you for your attention to the matter. BRYNTESEN STRUCTURAL ENGINEERS O``` �NI DN�> co f2 Murra1§rj en*P.E 0 :LL= Floridaa.i fte`Nb 37162: 0t a c .... 1%% �Ir--�E l� I DEC 2 6 2016 CONTRACTOR COPY BY: — — 3045 NORTH FEDERAL HIGHWAY, BUILDING #80 ■ FORT LAUDERDALE, FLORIDA 33306 ■ TEL:954-568-1411 ■ FAX:954-568-9367 17r2-cowl BRYINTESEN STRUCTURAL ENGINEERS 19 December 2018 St. Lucie County Planning & Developmental Services 2300 Virginia Ave. Fort Pierce, FL 34982 Attn: Andrew Manero Regarding: Advantage Self Storage Steel Column Mark/Shop Drawings Dear Mr. Manero, It has been brought to our attention that several steel column marks annotated on our structural drawings do not match the steel columns that have been approved in the `Structural Steel Shop Package' issued by HM13 Steel Corp and approved by our office on 05/29/18. The approved steel shop drawings supersede the latest structural drawings. The discrepancy occurs on gridline 11 of sheets S 104 & S 105, which illustrates an alternating Column Type 41 & Column Type 42 pattern. This entire gridline should only annotate Column Type 91, as illustrated in the approved shop drawing. In addition the column located at gridline intersection R13 of S104 & 5105 should also be a Column Type #1. Thank you for your attention to the matter. BRYNTESEN STRUCTURAL ENGINEERS e`e�e®oeG Bl®®'B1�i No 37162 .2 1 Florida Lfa,SL4 tnq - a V 3045 NORTH FEDERAL HIGHWAY, BUILDING #80 InHT-FORT FORT LAUDERDALE, FLORIDA 30 u TEL:954-56&1411 o FAX:954-568-9367 PjVENGINEERING INC. Mechanical & Electrical Engineers June 4 2018 Department of Building Plumbing Reviewer Fort Pierce, Port St Lucie County Permit Number: 1712-0019 Reference Project: Advantage Self Storage. Project Address: 605 Kitterman Rd & US-1, Port St Lucie, FL 34981 This is the response letter for the Plumbing comment, follow comment and response: PLUMBING SECTION ITEM COMMENT # RESPONSE PROVIDE HI-LO DRINKING FOUNTAINS AS 1 MUST HAVE HI-LO DRINKING FOUNTAINS PER SECTION 410.3 FBC PER SECTION S P FBC. REFER TO REVISED SHEETS P-2.10 AND P-3.10. Thank you for your time please contact us if any questions on the above at 786-334-5683. Marlon Lopez MEP Designer. ;s 7791 NW 46' St, Suitc 413, Dm I, FL 33166 Ph: 786-334-5683 info@p vmg.wm w�%w.plvmg.com PjV ENGINEERING, INC. Mechanical & Electrical Engineers June 4, 2018 MEP P-2.10- Revision to provide HI-LO drinking fountains. P-3.10-Revision to change sanitary and cold water riser. 7791 NW 46" St. Suitc 413. Daml. FL 33166 Ph: 786-334-5683 infotuipjvmg.mm www.pjvcngccm P ENGINEERING, INC. Mechanical & Electrical Engineers April 24 2018 Department of Building Mechanical & Fire Protection Reviewers Fort Pierce, Port St Lucie County Permit Number: 1712-0019 Reference Project: Advantage Self Storage. Project Address: 605 Kitterman Rd & US-1, Port St Lucie, FL 34981 This is the response letter for the Fire Safety and Mechanical comments, follows comments and responses: FIRE SAFETY SECTION ITEM COMMENT # RESPONSE FIRE SPRINKLER PLANS HAVE ALREADY SUBMIT ALL FIRE SPRINKLER PLANS IN TRIPLICATE WITH CRITERIA. BEEN SUBMITTED. MECHANICAL SECTION ITEM COMMENT # RESPONSE PRODUCT AFFIDAVITS SUBMITTED ARE INCORRECT AND/OR INCOMPLETE' MUST BE THE ST LUCIE COUNTY' PRODUCT REVIEW ADDED ST LUCIE COUNTY" PRODUCT AFFIDAVITS" COMPLETELY FILLED OUT INCLUDING ALL FASTENER REVIEW AFFIDAVITS'. TYPE, SPACING, SIZE AND EMBED, THEN SIGNED, SEALED AND DATED BY THE DESIGN PROFESSIONAL OF RECORD. z SUBMIT (3) ORIGINAL, SIGNED, SEALED AND DATED MECHANICAL LOAD ADJUSTED MECHANICAL LOAD CALCS CALCS DESIGNED TO FT. PIERCE WEATHER FOR MECHANICAL DESIGNED TO FT. PIERCE WEATHER REVIEWER, NOT WEST PALM BEACH. Thank you for your time please contact us if any questions on the above at 786-334-5683. Marlon Lopez MEP Designer. 7791 NW 461" St. Suite 413, Doml, FL 33166 Ph: 786-334-5683 info@pjveng.com % wW.pjveng.com P11V ENGINEERING, INC. Mechanical & Electrical Engineers April 24, 2018 MEP M-2.10-Revision due new office layout. M-2.20-Revision to Add mechanical ventilation for 3nd floor new bathrooms. M-3.10-Revision to addition In -line Exhaust Fan Detail and EF-12&13 on Restroom & Janitor Closet Exhaust Fan Schedule. E-2.00- Revision to update Electrical Legend and Notes E-2.10- Revision to update new Office Layout. E-2.11- Revision to update new Office Layout. E-2.20-Revision to add new bath on second floor. E-3.10-Revision to update Power Riser. E-3.11-Revision to add FPL Letter. EL-2.10- Revision to update new Office Layout. EL-2.20-Revision to add new bath on second floor. ELP-2.10- Revision to update new Office Layout. ELP-2.20-Revision to add new bath on second floor. FA-2.10- Revision to update new Office Layout. FA-2.20-Revision to add new bath on second floor. FA-3.10-Revision to update Fire Alarm Riser. P-2.00 Revision to addition IEWH-3 on Instant Water Heater Schedule. P-2.10- Revision due new office layout and restrooms sanitary lines. P-2.20- Revision to addition 2nd floor new restrooms and ventilation line. P-2.30- Revision to addition ventilation line. P-2.40- Revision to addition ventilation line. P-3.10-Revision to change sanitary, condensate and cold water riser. FP-1.10- Revision due new office layout. FP- 1.21- Revision to addition 2nd floor new restrooms. 7791 NW 46" SL Suite 413, Dora], FL 33166 Ph: 786-334-5683 info@Pjreng.com N wM.pjvengxom Florida Power & Light Company FPL April 10, 2018 ERIK SOMMER 266 E. Jericho Turnpike Huntington Station, N.Y. 11746 Re: Farrell Storage at 605 Kitterman Road, Port Saint Lucie Dear Erik: This is to confirm that, at the present time, FPL has sufficient capacity to provide electric service to the above captioned property. This service will be furnished in accordance with applicable rates, rules and regulations. Preliminary analysis of your request has indicated that a line extension will be required and will most likely require a Contribution in Aid of Construction to be paid in order to provide service. Please provide the final site plan, site survey and electrical load data as soon as possible so the necessary engineering can begin. Early contact with FPL is essential so that resources may be scheduled to facilitate availability of service when required. Sincerely, Diana Villages Engineer I a NEXTera ENERGY Company FRANK C� RELF ARCHITECT, P.C. T '01271.0 FM M271A5 April 19, 2018 Re: 605 Kitterman Road, Port St Lucie FL Advantage Self Storage To: Port Saint Lucie Department of Buildings, Frank Relf Architect has been working with Advantage Self Storage to design and provide drawings for their latest facility located on 605 Kitterman Rd. in Port St. Lucie FL. We originally filed our permit set (permit number 1712-0019) back in November, and are now resubmitting our revised drawings as required to address several comments related to our scope of work. Outlined below is a written narrative as to which sheets have been revised, and how each corresponding comment was resolved. Building Department Comments Comment: The square footage on the plot plan on T-000.00 for building D is incorrect. Response: The plot plan on T-000 has been revised to show the correct square footage. Sheet T-001, drawing index, has also been revised as needed. Comment: Occupant load is wrong. All buildings must be included in occupant count for plumbing fixture requirements per section 403.1 Florida Building Code 2014 Response: A-010, Revised occupancy calculations and plumbing fixture count as needed to comply with section 403.1 of the 2014 Florida Building Code. Floor plans have been revised accordingly to show (2) additional H.C. Toilet rooms on sheet A-103. Comment: Design professional is to provide a code section as to the elimination of the occupant count for building D as stated on plan sheet A-020.00 Response: A-020, Building D has no interior corridors or occupied space, as it is made up entirely of drive up storage units that are accessible from the exterior only. The floor plan has been added to sheet A-020 and the calculations for S-1 occupancy (1 per 500sf) have been added as needed. Comment: The note (4) on A-080.00 ASCE7-94 is not a reference standard in the current FBC for windows. Response: Revised note 4 on sheet A-080 as required. Comment: Product affidavits submitted are incorrect and or incomplete. Must be the St Lucie County Product Review Affidavits completely filled out including all fastener type, spacing, size and embed, then signed, sealed and dated by the design professional of record. Three signed and sealed copies are required. Response: Product affidavit has been revised accordingly, as well as signed and sealed as required. 35 Pinelawn Road I Suite 207W • Melville • NY • 11747 • www.fgrelf.com 1146 FRANK Cz RELF ARCHITECT, P.C. �- B11271.44M FN W1271ASU April 19, 2018 Re: 605 Kitterman Road, Port St Lucie FL Advantage Self Storage To: Port Saint Lucie Department of Buildings, Frank Relf Architect has been working with Advantage Self Storage to design and provide drawings for their latest facility located on 605 Kitterman Rd. in Port St. Lucie FL. We originally filed our permit set (permit number 1712-0019) back in November, and are now resubmitting our revised drawings as required to address several comments related to our scope of work. Outlined below is a written narrative as to which sheets have been revised, and how each corresponding comment was resolved. Building Department Comments Comment: The square footage on the plot plan on T-000.00 for building D is incorrect. Response: The plot plan on T-000 has been revised to show the correct square footage. Sheet T-001, drawing index, has also been revised as needed. Comment: Occupant load is wrong. All buildings must be included in occupant count for plumbing fixture requirements per section 403.1 Florida Building Code 2014 Response: A-010, Revised occupancy calculations and plumbing fixture count as needed to comply with section 403.1 of the 2014 Florida Building Code. Floor plans have been revised accordingly to show (2) additional H.C. Toilet rooms on sheet A-103. Comment: Design professional is to provide a code section as to the elimination of the occupant count for building D as stated on plan sheet A-020.00 Response: A-020, Building D has no interior corridors or occupied space, as it is made up entirely of drive up storage units that are accessible from the exterior only. The floor plan has been added to sheet A-020 and the calculations for S-1 occupancy (1 per 500so have been added as needed. Comment: The note (4) on A-080.00 ASCE7-94 is not a reference standard in the current FBC for windows. Response: Revised note 4 on sheet A-080 as required. Comment: Product affidavits submitted are incorrect and or incomplete. Must be the St Lucie County Product Review Affidavits completely filled out including all fastener type, spacing, size and embed, then signed, sealed and dated by the design professional of record. Three signed and sealed copies are required. Response: Product affidavit has been revised accordingly, as well as signed and sealed as required. 35 Pinelawn Road I Suite 207W • Melville • NY • 11747 • www.fgrelfcom Wo FPL April 10, 2018 ERIK SOMMER 266 E. Jericho Turnpike Huntington Station, N.Y. 11746 Re: Farrell Storage at 605 Kitterman Road, Port Saint Lucie Dear Erik: Florida Power & Light Company This is to confirm that, at the present time, FPL has sufficient capacity to provide electric service to the above captioned property. This service will be furnished in accordance with applicable rates, rules and regulations. Preliminary analysis of your request has indicated that a line extension will be required and will most likely require a Contribution in Aid of Construction to be paid in order to provide service. Please provide the final site plan, site survey and electrical load data as soon as possible so the necessary engineering can begin. , 1. Early contact with FPL is essential so that resources may be scheduled to facilitate availability of service when required. Sincerely, Diana ViIlegas Engineer I a NEXTera ENERGY Company ENGINEERING, INC. P1JV Mechanical 8t Electrical Engineers April 24 2018 Department of Building Mechanical & Fire Protection Reviewers Fort Pierce, Port St Lucie County Permit Number: 1712-0019 Reference Project: Advantage Self Storage. Project Address: 605 Kitterman Rd & US-1, Port St Lucie, FL 34981 This is the response letter for the Fire Safety and Mechanical comments, follows comments and responses: FIRE SAFETY SECTION ITEM COMMENT # RESPONSE FIRE SPRINKLER PLANS HAVE ALREADY 7 SUBMIT ALL FIRE SPRINKLER PLANS IN TRIPLICATE WITH CRITERIA. BEEN SUBMITTED. MECHANICAL SECTION ITEM COMMENT # RESPONSE PRODUCT AFFIDAVITS SUBMITTED ARE INCORRECT AND/OR INCOMPLETE' MUST BE THE ST LUCIE COUNTY" PRODUCT REVIEW ADDED ST LUCIE COUNTY" PRODUCT t AFFIDAVITS" COMPLETELY FILLED OUT INCLUDING ALL FASTENER REVIEW AFFIDAVITS". TYPE, SPACING, SIZE AND EMBED, THEN SIGNED, SEALED AND DATED BY THE DESIGN PROFESSIONAL OF RECORD. 2 SUBMIT (3) ORIGINAL, SIGNED, SEALED AND DATED MECHANICAL LOAD ADJUSTED MECHANICAL LOAD CALCS CALCS DESIGNED TO FT. PIERCE WEATHER FOR MECHANICAL DESIGNED TO FT. PIERCE WEATHER REVIEWER, NOT WEST PALM BEACH. Thank you for your time please contact us if any questions on the above at 786-334-5683. Marlon Lopez MEP Designer. 7791 NW 46ib St, Suite 413, Doml, FL 33166 Ph: 786-334-5683 info@pjveng.com % w .pjveng.com MIR FRANK C� RELF ARCHITECT, P.C. iEl' WI..MAW FAX WiStaW SCANNED BY St. Lucie County Re: 605 Kitterman Road, Port St Lucie FL Advantage Self Storage To: Port Saint Lucie Department of Buildings, SCANNED BY St. Lucie County Frank Relf Architect has been working with Advantage Self Storage to design and provide drawings for their latest facility located on 605 Kitterman Rd. in Port St. Lucie FL. We originally filed our permit set (permit number 1712-0019) back in November, and are now resubmitting our revised drawings as required to address several comments we received on 5/15/18. Outlined below is a written narrative as to which sheets have been revised, and how each corresponding comment was resolved. Building Departtrtent Comments Commene Submit (3) St. Lucie County product review affidavits signed, sealed and dated in original format. Sheet A-320.00 and A-321.00 spec overhead doors by Janus and product affidavits spec DBCI 690 series doors. Be sure that these affidavits coincide with all plan notes and product approval information proposed for use. Response: (3) St, Lucie County product review affidavits submitted. Sheets A-320.00and A- 321.00 revised to reflect product approvals. Comment: The design pressure tables calculated by engineer must coincide with pressures on the product affidavits. Carlisle roof covering pressure is too low for actual pressures. Res onse See Carlisle product approvals provided and revised St Lucie County affidavit. We will be using (2) different approved attachment methods (SC-77 & SC-84) by Carlisle at building C. Areas that require greater pressures will utilized system SC-84. All items fisted on the product review affidavit have been coordinated with the structural engineers design pressure tables. Roof product approval systems have also been reviewed, byBryntesen for submittal to the city. Once approved by the city, all product approvals for fenestration and roofing systems will receive shop; stamp approval by Bryntesen prior to construction. Comment: Sheet A-106.00 shows different outside dimensions and shows the building to be 155' long, plot plan on T-000.00 shows the 15' and 20' dimensions reversed. Response: Revised dimensions for building D on sheet T-000.00. Comment, The engineer is specifying 10 mil vapor barrier and the architect is specifying Grace Pteprufe waterproofing membrane? Response: Sheets A-081, 300, 301, 310, 311, 320, 321, 330 revised to show the use of a 6 mil vapor barrier. Grace Preprafe waterproofing membrane is to be used at the elevator pit only. 35 Pinclaw-n Road l Suite 207W • Melville • NY • 31747 • w- nv rgrelf.corn Co .y Comment Must have hi-Lo drinking fountains per section 410.3 FPC liesoonse: M-lo drinking fountain added to sheets A-102.00 and A-400.00. Plumbing drawings have been revised as well. Comment: Per plan sheet S001.00 the buildings have been designed to 160 mph exposure C, per plan sheet s002.00 the uplift and service pressures are designed to 170 mph exposure C. The building components and cladding must match. Design professional to show all window and door flashing on plans per FBC 1405.4 Response: Sheets S001.00 and S002.00 have been revised as needed to be properly coordinated, and reflect the correct exposure/pressures. Comment: The engineers specifying a 10 mil vapor barrier and the architect is specifying grace prepmfe waterproofing membrane. Response: The architectural drawings have been revised to show a 6 mil vapor barrier at all floor slabs. The waterproofing by grace will remain at the elevator pit in building C. Buildings A,B, and D have been revised by Bryntesen to incorporate a 4" slab on grade with a 6 mil vapor barrier. Additionally, building C has been revised to incorporate a 4" slab on grade with •mono -footings at each column line utilizing 6 mil. vapor barrier. The spread footing under the elevator core will utilize waterproofing by Grace. This concludes our narrative in regards to the changes made to the drawings per the Owner's request, as well as to address comments from the Port St Lucie Building Department: Sincerely, Charles Caeciabaudo Project Architect Frank Reif Architect P.C. 545 East Jericho Turnpike, Huntington Station, NY 11746 . www.fgrelf.com I. is PRANK Ci R£:LF ARCHITECT, CC. r M' zrtau FP OU71 M 20'�8 Re: 605 Kitterman Road, Port St Lucie FL _SECO-%/O Advantage Self Storage 4i:La- To: Port Saint Lucie Department of Buildings, '" Frank Relf Architect has been working with Advantage Self storage to design and provide drawings for their latest facility located on 605 Kitterman Rd. in Port St. Lucie FL. We originally filed our permit set (permit number 1712-0019) back in November, and are now resubmitting our revised drawings as required to address several comments we received on 5/15/18. Outlined below is a written narrative as to which sheets have been revised, and how each corresponding comment was resolved. y;r"�•r' Building Department Comments Comment. Submit (3) St. Lucie County product review affidavits signed, sealed and dated in original format. Sheet A-320.00 and A-321.00 spec overhead doors by Janus and product affidavits spec DBCI 690 series doors. Be sure that these affidavits coincide with all plan notes and product approval information proposed for use. Response: (3) St Lucie County product review affidavits submitted. Sheets A-320.00 and A- 321.00 revised to reflect product approvals. ? Comment: The design pressure tables calculated by engineer must coincide with pressures on the product affidavits. Carlisle roof covering pressure is too low for actual pressures. Response: See Carlisle product approvals provided and revised St Lucie County affidavit. 1 We will be using (2) different approved attachment methods (SC-77 & SC-84) by Carlisle at building C. Areas that require greater pressures will utilized system SC-84. All items listed on the product review affidavit have been coordinated with the structural engineers design pressure tables. Roof product approval systems have also been reviewed, by Bryntesen for submittal to the city. Once approved by the city, all product approvals for fenestration and roofing systems will receive shop stamp approval by Bryntesen prior to construction. Comment: Sheet A-106.00 shows different outside dimensions and shows the building to be 155' long, plot plan onT-000.00 shows the 15' and 20' dimensions reversed. Response: Revised dimensions for building D on sheet T-000.00. Comment: The engineer is specifying 10 mil vapor barrier and the architect is specifying Grace Preprufe waterproofing membrane? Response: Sheets A7081, 300, 301, 310, 311, 320, 321, 330 revised to show the use of a 6 mil vapor barrier. Grace Preprufe waterproofing membrane is to be used at the elevator pit only. 35 Pinclaw-n Road Suite 207W • Melville • NY • 11747 • wcinu. fp,relf.com --, Comment: Must have hi-Lo drinking fountains per section 410.3 FPC Response: fir-Io drinking fountain added to sheets A-102.00 and A-400.00. Plumbing drawings have been revised as well. Comment: Per plan sheet S001.00 the buildings have been designed to 160 mph exposure C, per plan sheet sQ02.00 the uplift and service pressures are designed to 170 mph exposure C. The building components and cladding must match. Design professional to show all window and door flashing on plans per FBC 1405.4 Response: Sheets 5001.00 and S002.00 have been revised as needed to be properly coordinated and reflect the correct exposure/pressures. Comment: The engineer is specifying a 10 mil vapor barrier and the architect, is specifying grace prepmfe waterproofing membrane. Response: The architectural drawings have been revised to show a 6 mil vapor barrier at all floor slabs. The waterproofing by grace will remain at the elevator pit in building C. Buildings A;B, and D have been revised by Bryntesen to incorporate a 4" slab on grade with a 6 mil vapor barrier. Additionally, building C has been revised to incorporate a V slab on grade with mono -footings at each column line utilizing 6 mil. vapor barrier. The spread footing under the elevator core will utilize waterproofing by Grace. This concludes our narrative in regards to the changes made to the drawings per the Owner's request, as well as to address comments from the Port St Lucie Building Department. Sincerely, Charles Cacciabaudo Project Architect Frank Reif Architect P.C. 545 East Jericho Turnpike, Huntington Station, NY 11746 • www.fgreif com •t FRANK G. RELF ARCHITECT, P.C. ME 01271'1932 Re: 605 Kitterman Road, Port St Lucie FL Advantage Self Storage To: Port Saint Lucie Department of Buildings, ril h}, 2 ili8 0-,pTryr.✓,Q1. Frank Relf Architect has been working with Advantage Self Storage to design and provide drawings for their latest facility located on 605 Kitterman Rd. in Port St. Lucie FL. We originally filed our permit set (permit number 1712-0019) back in November, and are now resubmitting our revised drawings as required to address several comments related to our scope of work. Outlined below is a written narrative as to which sheets have been revised, and how each corresponding comment was resolved. Building Department Comments Comment: The square footage on the plot plan on T-000.00 for building D is incorrect. Response: The plot plan on T-000 has been revised to show the correct square footage. Sheet T-001, drawing index, has also been revised as needed. Comment: Occupant load is wrong. All buildings must be included in occupant count for plumbing fixture requirements per section 403.1 Florida Building Code 2014 Response: A-010, Revised occupancy calculations and plumbing fixture count as needed to comply with section 403.1 of the 2014 Florida Building Code. Floor plans have been revised accordingly to show (2) additional H.C. Toilet rooms on sheet A-103. Comment: Design professional is to provide a code section as to the elimination of the occupant count for building D as stated on plan sheet A-020.00 Response: A-020, Building D has no interior corridors or occupied space, as it is made up entirely of drive up storage units that are accessible from the exterior only. The floor plan has been added to sheet A-020 and the calculations for S-1 occupancy (1 per 500sf) have been added as needed. Comment: The note (4) on A-080.00 ASCE7-94 is not a reference standard in the current FBC for windows. Response: Revised note 4 on sheet A-080 as required. Comment: Product affidavits submitted are incorrect and or incomplete. Must be the St Lucie County Product Review Affidavits completely filled out including all fastener type, spacing, size and embed; then signed, sealed and dated by the design professional of record. Three signed and sealed copies are required. Response: Product affidavit has been revised accordingly, as well as signed and sealed as required. 35 Pinelawn Road I Suite 207W • Melville • NY • 11747 • www.fgrelf.com Comment: The test criteria on sheet 5001.0 is not what has been submitted for review. Respnse: Geotech report information on sheet 5001 has been updated to match submitted report. Comment: Submit an original signed, sealed and dated structural inspection plan in triplicate, generated by the design professional of record to be used by the threshold inspector. See FBC 110.8.1. This is noted within section III Note 4, sheet 5001.00 Response: Threshold Inspection plan not required, as building is not over 50 ft or more than three stories. Reference to Threshold has been removed. Comment: Submit 3 St Lude certification for design load compliance sheets completely filled out in original format, then signed, sealed and dated by design professional. Response: (3) PSL Certification For Design Load Compliance forms submitted. Comment: Submit in triplicate original engineered shops with calculations for the staircases, landings, guard rails and hand rails with all connections. Must be reviewed and approved by PE Murray Bryntesen, see notes S001.00 Comment: Submit in triplicate original SSD engineered shops for the fabrication and assembly of the structural steel roof system per AISC standards (see 5001.00) Must include all connections and weld specs. These shops must be reviewd and approved by P.E. Murray Bryntesen. Response: Regarding shop drawings (staircases+misc metals, PEMB roof, roof trusses, structural steel), GC to submit drawings as they are prepared to Bryntesen for review. Delegated engineered items (stairs, PEMB, trusses) to be signed and sealed by delegated engineer and shall include calculations of member and connection designs with loads imposed to supporting structure. Additional Drawing Revisions, Owner Requested A-090 —Note 3 of the storage door schedule has been revised to specify the use of a different door system for all exterior storage doors. Product approvals have been provided, and product affidavit has been revised accordingly to reflect this change. A-102 — Revisions to the office configuration/layout per the owners request have been made A-400 — Owner requested revisions to office layout/configuration have been added A-401 — Owner requested revisions to office layout/configuration have been added A-402 — Owner requested revisions to office layout/configuration have been added, as well as all required millwork details This concludes our narrative in regards to the changes made to the drawings per the Owner's request, as well as to address comments from the Port St Lucie Building Department. Sincerely, Charles Cacciabaudo Project Manager Frank Relf Architect P.C. 545 East Jericho Turnpike, Huntington Station, NY 11746 • www.fgrelf.corn I11MENJilih, Florida's Leading Engineering Source Environmental • Geotechnical • Construction Materials Testing • Threshold and Special Inspections • Plan Review& Code Compliance F I LE C%=tnk a All OF I y 7 October 18 2018 Park East Construction Corp. Attn: Mr. Erik Sommer 266 E Jericho Turnpike Huntington Station, New York 11746 Subject: Pad Certification Letter Farrell Storage at Kitterman 606 Kitterman Road Port St. Lucie, Florida GFA Project No. 18-3920.00 OCT 1 8 HELD Re: Tierra South Florida Project No. 7111-16-0202 dated August 8, 2016 Dear Mr. Sommer: GFA International, Inc. (GFA) has completed testing services during the site preparation phase for the above referenced project. A review of GFA's field density test report indicates the soils placed as fill within the building pad achieved a minimum of 95 percent of the maximum dry density as determined by the modified Proctor test (ASTM D1557). Based on the test results, the soils have been prepared in general accordance with the recommendations presented in the referenced Tierra South Florida report dated August 8, 2016. The soils upon which the referenced structure will rest are capable of providing a safe bearing capacity of 3,000 psf. We appreciate the opportunity to be of service to you during this project. Please contact the undersigned if you have any questions or comments, or if we may further assist you. Respectfully Submitted, GFA INTERNATIONAL, INC. Florida Certificate of Authorization No. 4930 1 Digitally signed John by John Kent Date: 2018.10.18 Ke n t; 08: 9 1-04'00' John Kent, P.E. Senior Project Engineer Florida Registration No. 63218 This item has been digitally signed and sealed by John Kent, P.E. on the dale adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 607 NW Commodity Cove • Port St. Lucie, Florida 34986 • (772) 924.3575 • (772) 924.3580 (fax) • www.teamgfa.com OFFICES THROUGHOUT FLORIDA A City for All Ages" February 11, 2020 Heather Burford CITY OF �DRT ST. LUCIE UTILITY SYSTEMS DEPARTMENT 900 SE Ogden Lane Port St. Lucie, FL 34986 (772) 873-6400 — TDD Accessible (772) 871-7615 — FAX Brad Macek, Director St. Lucie County a43DI-is Via e-mail: burfordh@luawv stlucieco.org N�eaacbu'VW'aa wi l L 933 SUBJECT: Advantage Self Storage oara'3.4' 605 Kitterman Rd PSLUSD File No. 5258 Dear Mrs. Burford: The above -referenced project has tied into the City of Port St. Lucie Utility Systems Department (PSLUSD) water and wastewater we have performed the final inspection. Should you have any questions or need further clarification, please do not hesitate at all to contact me at (772) 873-6459. Sincerely, Con r�n'm Lila Gorman Project Coordinator c: Project File Steve Harnage, Commercial Development Manager Colleen Jacobsen, Project Coordinator 1oft Or v Florida's Leading Environmental-Geotechnlcal - Construction Materials Testing • Threshold and Special Inspections - Plan Review & x knor� " allo f Park East Construction Corp. Attn: Mr. Erik Sommer 266 E Jericho Turnpike Huntington Station, New York 11746 Subject: Pad Certification Letter Farrell Storage at Kitterman 605 Kitterman Road Port St. Lucie, Florida GFA Project No. 18-3920.00 October 18, 2018 RECEIVED OCT 3 0 2918 ST- Lucie County, permitpryg Re: Tierra South Florida Project No. 7111-16-0202 dated August 8, 2016 Dear Mr. Sommer: GFA International, Inc. (GFA) has completed testing services during the site preparation phase for the above referenced project. A review of GFA's field density test report indicates the soils placed as fill within the building pad achieved a minimum of 95 percent of the maximum dry density as determined by the modified Proctor test (ASTM D1557). Based on the test results, the soils have been prepared in general accordance with the recommendations presented in the referenced Tierra South Florida report dated August 8, 2016. The soils upon which the referenced structure will rest are capable of providing a safe bearing capacity of 3,000 psf. We appreciate the opportunity to be of service to you during this project. Please contact the undersigned if you have any questions or comments, or if we may further assist you. Res pe ttdtl� Sty 1w", GF/,dP7 i 6NP,/JfdC. FIQMa e'rtj -R&6 ofi Auth&r zation No. 4930 No.83278 * _ Florida OF ;$ �r ion No..63218 607 NW Cove • Port St. Lucie, Florida 34986 - (772) 924.3575 • (772) 924-3580 OFFICES THROUGHOUT ... 17/2— 00/1? Page 1 of 4 rj DESIGN OF HAPCO ALUMINUM LIGHTING POLES CATALOG No. RTA20136131) PROJECT: ADVANTAGE SELF STORAGE St. Lucie County, Florida 3/19/20 EJW DESIGN CRITERIA: FLORIDA BUILDING CODE 2017 170 MPH (max with Gust) Using ASCE7-10, Per Section 1601 & 1819 Date: 2-20-2020 References: ASCE 7-I0 — Minimum Design Loads for Buildings & Other Structures Florida Building Code 2017 Chapter 16 for Structures and 18 for Foundations Cat.I AASHTO Standard Specifications for Highway Signs, Luminaries and Traffic Signals 1994 & 2014 FDOT Standard Specifications Catalog Cut Sheets Prepared By: James E. Wild, P.E. 592 Lancaster Gate SE North Canton Ohio 44709 Submitted By: Precision Outdoor Lighting, Inc. 3832 Shipping Ave Miami, Fl 33146 e9,9991BIB19BY)0o/ eee`eP�ES E e t\o 43 39 ';y e P� ENGINEERING, INC. Mechanical & Electrical Engineers April 8.2020 Building Department City of Port Saint Lucie Permit Numbers: SLC 1712-0019 Address: 605 Kitterman Rd, Port St. Lucie, FL Subject: Building compliance pith Energy Calculations To Whom It May Concern. This letter is to inform you that during the construction the have reviewed the product data of the materials and equipment installed in this building, therefore, this building complies %Ath the energy calculations submitted during the permit. Please contact me if any questions on this matter. Thank you for your time. t t Pablovitcri, R.E. 59535-- _ Principal 7791 NW 466 St, Suite 413, Doral, FL 33166 Plc 786-334-5683 info t pieeng.com Al4"W.PICLng.COnt PJV ENGINEERING, INC. Mechanical & Electrical Engineers April 8, 2020 Building Department City of Port Saint Lucie Permit Numbers: SLC 1712-0019 Address: 605 Kitterman Rd, Port St. Lucie, FL Subject: Building compliance with Energy Calculations To Whom It May Concern, This letter is to inform you that during the construction we have reviewed the product data of the materials and equipment installed in this building, therefore, this building complies with the energy calculations submitted during the permit. Please contact me if any questions on this matter. Thank you for your time. n J. Vi; *�• N0.59535 STATE OF Pablo Viteri, P.E. 59535 Principal 7791 NW 46" St, Suite 413, Dora], FL 33166 Ph: 786-334-5683 info@pjveng.cont vrnw.pjveng.com Andrew Armbruster From: Andrew Armbruster Sent: Friday, June 7, 2019 8:58 AM To: JPlinc Cc: Tom Knight Subject: Permit # 1712-0019 Deferred Submittals Attachments: AV-37 STAIRS CALCS REV JAN 2019 s+s-AAN.pdf, J#85317-Truss-Placement-Diagram- (AAN).pdf Andrew, Permit # 1712-0019 Deferred Submittals Steel stair calcs and metal truss placement drawings are attached. Link to pre-engineered metal truss design drawings: https://app.box.com/s/SOiSbpigfcgc68zgdf547tivhuvxgsia Andrew Armbruster Project Manager 321-427-9012 WELSH-1 C..O NSTrZ❑CTIC Andrew Armbruster From: Andrew Armbruster Sent: Friday, June 7, 2019 8:58 AM To: JPlinc Cc: Tom Knight Subject Permit # 1712-0019 Deferred Submittals Attachments: AV-37 STAIRS CALCS REV JAN 2019 s+s-AAN.pdf, J#85317-Truss-Placement-Diagram- (AAN).pdf Andrew, Permit # 1712-0019 Deferred Submittals Steel stair calcs and metal truss placement drawings are attached. Link to pre-engineered metal truss design drawings: https://app.box.com/s/50i8bpigfc8c68zgdf547t]vhuvxgsla Andrew Armbruster Project Manager 321-427-9012 byl-- H. ELS t OJJTe213C.T10\I 1 Andrew Armbruster To: JPI inc Subject: Permit # 1712-0019 Deferred Submittals Attachments: Farrell Advantage Storage - Canopy shop drawing.pdf Andrew, Permit # 1712-0019 Deferred Submittal for aluminum canopy. Andrew Armbruster Project Manager 321-427-9012 r7 .1_ ,c�rJ^Tr«arrr^n gq mi—yo, ° Andrew Armbruster From: Andrew Armbruster Sent: Wednesday, July 10, 2019 3:05 PM To: JPI inc Cc Tom Knight Subject: Permit # 1712-0019 Attachments: SD-01-15700 Aluminum Stand-Rev4 PJV Revised.pdf Andrew HVAC roof stand deferred submittal was submitted back in March. The pdf is attached. Let me know if this is enough information or if more is required. Thank you Andrew Armbruster Project Manager 32�1-4227-9012 G!7 WSTa21!.^^.T IDK Andrew Armbruster To: JPI inc Subject: Permit # 1712-0019 Deferred Submittals Attachments: Farrell Advantage Storage - Canopy shop drawing.pdf Andrew, Permit # 1712-0019 Deferred Submittal foraluminum canopy. Andrew Armbruster Project Manager 321-427-9012 WELSH LOW^TRU^.T IUL Andrew Armbruster From: Andrew Armbruster Sent: Wednesday, July 10, 2019 3:05 PM To: JPI inc Cc: Tom Knight Subject: Permit # 1712-0019 Attachments: SD-01-15700 Aluminum Stand-Rev4 PJV Revised.pdf Andrew HVAC roof stand deferred submittal was submitted back in March. The pdf is attached. Let me know if this is enough information or if more is required. Thank you Andrew Armbruster Project Manager 321-427-9012 WELS .- CONSTRUCT IQ Andrew Armbruster From: Sent: SCANNED To: BY Cc: St. Lucie County Subject: Eric Price <ericprice@wildblue.net> Monday, January 7, 2019 4:01 PM Andrew Armbruster Sha-ron Roslin; Phil Godoy Re: Welder certification &It"Z,0 /ti l Eric Price Florida Atlantic Ironworks, Inc. Safety Director /-7 -ace/C? CF'?ZT( /-rC4 J RECEIVED 1AN 3 - 1019 Permitting Department St. Lucie County From: "Andrew Armbruster" <andrew@welshci.com> To: "Eric Price" <ericpdce@wildblue. net>, "Sha-ron Roslin" <SRoslin@hmbsteel.com> Cc: "Phil Godoy" <godoypgss1@gmail.com> Sent: Monday, January 7, 2019 3:49:54 PM Subject: RE: Welder certification I1 NJ Ya o rt o "_ ri o i of 0 4 - O O e 0`O o U &O I &'-@W o 0_OD8 @==Mo � Andrew Armbruster Project Manager 321-427-9012 WEL-SH- CON57HUCTION From: Eric Price <ericprice@wiIdblue. net> - Sent: Monday, January 7, 2019 2:57 PM To: Sha-ron Roslin <SRoslin@hmbsteel.com> Cc: Phil Godoy <4odoypgss1 @gmail.com>; Andrew Armbruster <andrew@welshci.com> Subject: Re: Welder certification r Here you go Eric Price Florida Atlantic Ironworks, Inc. Safety Director From: "Sha-ron Roslin" <SRoslin(cDhmbsteel.com> To: "Eric Price" <ericpriceRwildblue. net>, "Phil Godoy" <godovpgss1 ng.gmail.com> Cc: "Andrew Armbruster" <andrewCilwelshci.com> Sent: Monday, January 7, 2019 2:54:15 PM Subject: FW: Welder certification Eric, We need the teams weld certs for the Advantage storage project. Mike Morris crew and the decking crew. Thank you, Sha-Ron Roslin Project Manager HMB Steel Corp 4080 Pines Industrial Avenue Rockledge, FL 32955 321-636-6511 321-698-0700 (cell) sroslin(@hmbsteel.com 2 From: Andrew Armbruster fmailto:andrew(cDwelshci.coml Sent: Monday, January 7, 2019 2:34 PM To: Sha-ron Roslin <SRoslinna.hmbsteel.com> Subject: Welder certification Sha-Ron, St Lucie County requires proof of welder's certification, please forward so we can submit. Thank you Andrew Armbruster Project Manager 321-427-9012 WELSH CONSTRUCTION 0 PPL April 10, 2018 ERIK SOMMER 266 E. Jericho Turnpike Huntington Station, N.Y. 11746 Re: Farrell Storage at 605 Kitterman Road, Port Saint Lucie Dear Erik: Florida Power & Light Company RECEIVED JUL 2 3 2018 ST. Lucie County, Permitting This is to confirm that, at the present time, FPL has sufficient capacity to provide electric service to the above captioned property. This service will be furnished in accordance with applicable rates, rules and regulations. Preliminary analysis of your request has indicated that a line extension will be required and will most likely require a Contribution in Aid of Construction to be paid in order to provide service. Please provide the final site plan, site survey and electrical load data as soon as possible so the necessary engineering can begin. Early contact with FPL is essential so that resources may be scheduled to facilitate availability of service when required. Sincerely, Diana Villegas Engineer I a NEXTera ENERGY Company Piv ENGINEERING, INC. Mechanical & Electrical Engineers Shop Drawing / Submittal Review ❑ APPROVED ❑ REJECTED ® APPROVEDAS NOTED ❑ RESUBMIT SUBMITTAL WAS REVIEWED FOR CONFORMANCE WITH THE DESIGN CONCEPT AND INTENT AND GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, FABRICATION AND CONSTRUCTION METHODS COORDINATION OF THIS TRADE WITH ALL OTHER APPLICABLE TRADES AND FOR PERFORMING HIS WORK IN ASAFE AND SATISFACTORY MANNER. BY Pablo Viteri DATE 07-19-18 Elevator Submittal SUBMITTAL# PJV Engineering, Inc. 7791 NW 46th Street, SUlte 413 - Dora], FL 33166 1. Provide one Sump Pump rated at 6,000 GPH or 100GPM for Elevator Shaft. 2. Provide lighting to the Fire Elevator Shaft. 3. Provide lighting to top of shaft for machine in each shaft 4. Increase Circuit breaker in panel MOP from (2)175A-3PH to (2)200A-3PH, wiring 3#4/0& #2gnd (AL) IN 2-1/2"C for each elevator, from panel MDP to elevator. Elevators circuit breakers with shunt trip capabilities, provide back up relay auxiliary connection. Coordinate with Fire Alarm Contractor and elevator vendor on plans for details. 5. Provide (2)200A-3PH disconnect with 200A time delay fuse instead of 175A time delay fuse located at ground floor in elevator Machine Room. 6. Provide (2) disconnects 30A-1P for lighting elevator shaft and lighting car in each elevator, 7. Run (1) 3" and (1) 2" conduits from the electrical room to each elevator hoist way. Per NEC code, there can be no more than (4) quarter bends between pull points and pull boxes are required every 100'. Verify with elevator vendor for exact requirements. 8. Provide fire alarm connection to the elevator sump pumps to recall elevators as noted on sequence of operation Alarm note #4 on sheet FA-2.00. Verify with plumbing contractor. 9. Provide fire alarm connections to elevator controller, coordinate with fire alarm contractor. 10. Provide phone wall jacks inside elevator for each cabinet. Coordinate with elevator contractor. 11. As per submitted heat rejection provide 2 Ton minisplit AC for Machine Room as per plans, coordinate with mechanical and electrical contractor. Pablo Viteri, P.E. 59535 Principal 7791 NW 40 St. Suite 413, Dorm, FL 33166 Pb: 786-334-5683 info@pjveng.com w .pjvengcom Piv ENGINEERING. INC. Mechanical & Electrical Engineers Shop Drawing / Submittal Review ❑ APPROVED ❑ REJECTED ® APPROVEDAS NOTED ❑ RESUBMIT SUBMITTAL WAS REVIEWED FOR CONFORMANCE WITH THE DESIGN CONCEPT AND INTENT AND GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, FABRICATION AND CONSTRUCTION METHODS COORDINATION OF THIS TRADE WITH ALL OTHER APPLICABLE TRADES AND FOR PERFORMING HIS WORK IN ASAFE AND SATISFACTORY MANNER. BY Pablo Viteri DATE 07-19-18 Elevator Submittal SUBMITTAL# PJV Engineering, Inc. 7791 NW 46th Street, Suite 413 - Doral, FL 33166 1. Provide one Sump Pump rated at 6,000 GPH or 100GPM for Elevator Shaft. 2. Provide lighting to the Fire Elevator Shaft. 3. Provide lighting to top of shaft for machine in each shaft 4. Increase Circuit breaker in panel MEiP from (2)175A-3PH to (2)200A-3PH, wiring 3#4/0& #2gnd (AL) IN 2-1/2"C for each elevator, from panel MDP to elevator. Elevators circuit breakers with shunt trip capabilities, provide back up relay auxiliary connection. Coordinate with Fire Alarm Contractor and elevator vendor on plans for details. 5. Provide (2)200A-3PH disconnect with 200A time delay fuse instead of 175A time delay fuse located at ground floor in elevator Machine Room. 6. Provide (2) disconnects 30A-1P for lighting elevator shaft and lighting car in each elevator, 7. Run (1) 3" and (1) 2" conduits from the electrical room to each elevator hoist way. Per NEC code, there can be no more than (4) quarter bends between pull points and pull boxes are required every 100'. Verify with elevator vendor for exact requirements. 8. Provide fire alarm connection to the elevator sump pumps to recall elevators as noted on sequence of operation Alarm note #4 on sheet FA-2.00. Verify with plumbing contractor. 9. Provide fire alarm connections to elevator controller, coordinate with fire alarm contractor. 10. Provide phone wall jacks inside elevator for each cabinet. Coordinate with elevator contractor. 11. As per submitted heat rejection provide 2 Ton minisplit AC for Machine Room as per plans, coordinate with mechanical and electrical contractor. Pablo Viteri, P.E. 59535 Principal 7791 NW 46' St, Suite 413, Dotal, FL 33166 Ph: 786-334-5683 info@pjveng.com �.pjveng.com rivENGINEERING, INC. Mechanical & Electrical Engineers I Shop Drawing / Submittal Review I ❑ APPROVED ❑ REJECTED ® APPROVEDASNOTED ❑ RESUBMIT SUBMITTAL WAS REVIEWED FOR CONFORMANCE WITH THE DESIGN CONCEPT AND INTENT AND GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL OUANTITIESAND DIMENSIONS, FABRICATION AND CONSTRUCTION METHODS COORDINATION OF THIS TRADE WITH ALL OTHER APPLICABLE TRADES AND FOR PERFORMING HIS WORN IN A SAFE AND SATISFACTORY MANNER. BY Pablo Viteri DATE 07-19-18 SUBMITTAL# Elevator Submittal PJV Engineering, Inc. - 7791 NW 46th Street, Suite 413 - Doral, FL 33166 1. Provide one Sump Pump rated at 6,000 GPH or 100GPM for Elevator Shaft. 2. Provide lighting to the Fire Elevator Shaft. 3. Provide lighting to top of shaft for machine in each shaft 4. Increase Circuit breaker in panel MDP from (2)175A-3PH to (2)200A-3PH, wiring 3#4/0& #2gnd (AL) IN 2-1/2"C for each elevator, from panel MDP to elevator. Elevators circuit breakers with shunt trip capapilities, provide back up relay auxiliary connection. Coordinate with Fire Alarm Contractor and elevator vendor on plans for details. 5. Provide (2)200A-3PH disconnect with 200A time delay fuse instead of 175A time delay fuse located at ground floor in elevator Machine Room. 6. Provide (2) disconnects 30A-1P for lighting elevator shaft and lighting car in each elevator, 7. Run (1) 3" and (1) 2" conduits from the electrical room to each elevator hoist way. Per NEC code, there can be no more than (4) quarter bends between pull points and pull boxes are required every 100'. Verify with elevator vendor for exact requirements. 8. Provide fire alarm connection to the elevator sump pumps to recall elevators as noted on sequence of operation Alarm note #4 on sheet FA-2.00. Verify with plumbing contractor. 9. Provide fire alarm connections to elevator controller, coordinate with fire alarm contractor. 10. Provide phone wall jacks inside elevator for each cabinet. Coordinate with elevator contractor. 11. As per submitted heat rejection provide 2 Ton minisplit AC for Machine Room as per plans, coordinate with mechanical and electrical contractor. Pablo Viteri, P.E. 59535 Principal 7791 NW 46' S6 .Sn1IC 413. Dom1, FL 33166 Ph: 786-334-5693 info@,pjvcng.com www.pjycng.com Piv ENGINEERING, INC. Mechanical & Electrical Engineers Shop Drawing I Submittal Review ❑ APPROVED ❑ REJECTED El APPROVEDASNOTED ❑ RESUBMIT SUBMITTAL WAS REVIEWED FOR CONFORMANCE WITH THE DESIGN CONCEPT AND INTENT AND GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, FABRICATION AND CONSTRUCTION METHODS COORDINATION OF THIS TRADE WITH ALL OTHER APPLICABLE TRADES AND FOR PERFORMING HIS WORK IN A SAFE AND SATISFACTORY MANNER. BY Pabloyiteri DATE 07-19-18 Elevator Submittal SUBMITTAL# PJV Engineering, Inc. 7791 NW 46th Street, Suite 413 - Doral, FL 33166 1. Provide one Sump Pump rated at 6,000 GPH or 100GPM for Elevator Shaft. 2. Provide lighting to the Fire Elevator. Shaft. 3. Provide lighting to top of shaft for machine in each shaft 4. Increase Circuit breaker in panel MDP from (2)175A-3PH to (2)200A-3PH, wiring 3#4/0& #2gnd (AL) IN 2-1/2"C for each elevator, from panel MDP to elevator. Elevators circuit breakers with shunt trip capabilities, provide back up relay auxiliary connection. Coordinate with Fire Alarm Contractor and elevator vendor on plans for details. 5. Provide (2)200A-3PH disconnect with 200A time delay fuse instead of 175A time delay fuse located at ground floor in elevator Machine Room. 6. Provide (2) disconnects 30A-1P for lighting elevator shaft and lighting car in each elevator, 7. Run (1) 3" and (1) 2" conduits from the electrical room to each elevator hoist way. Per NEC code, there can be no more than (4) quarter bends between pull points and pull boxes are required every 100'. Verify with elevator vendor for exact requirements. 8. Provide fire alarm connection to the elevator sump pumps to recall elevators as noted on sequence of operation Alarm note #4 on sheet FA-2.00. Verify with plumbing contractor. 9. Provide fire alarm connections to elevator controller, coordinate with fire alarm contractor. 10. Provide phone wall jacks inside elevator for each cabinet. Coordinate with elevator contractor. 11. As per submitted heat rejection provide 2 Ton minisplit AC for Machine Room as per plans, coordinate with mechanical and electrical contractor. Pablo Viteri, P.E. 59535 Principal 7791 NW 4611' St. Suite 413. Dural, FL 33166 Pit: 786-334-5683 info,,pjvcng.com www.pjvcng.com X; PjV ENGINEERING, INC. Mechanical & Electrical Engineers Shop Drawing / Submittal Review ❑ APPROVED ❑ REJECTED ® APPROVEDASNOTED ❑ RESUBMIT SUBMITTAL WAS REVIEWED FOR CONFORMANCE WITH THE DESIGN CONCEPT AND INTENT AND GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, FABRICATIONAND CONSTRUCTION METHODS COORDINATION OF THIS TRADE WITH ALL OTHER APPLICABLE TRADES AND FOR PERFORMING HIS WORK IN A SAFE AND SATISFACTORY MANNER Ft BY Pablo viteri DATE 07-1! 18 SUBMITTAL# Elevator Submittal PJV Engineering, Inc. 7791 NW 46th Street, Suite 413 - Doral, FL 33166 1. Provide one Sump Pump rated at 6,000 GPH or 100GPM for Elevator Shaft. 2. Provide lighting to the Fire Elevator Shaft. 3. Provide lighting to top of shaft for machine in each shaft 4. Increase Circuit breaker in panel MDP from (2)175A-3PH to (2)200A-3PH, wiring 3#4/0& #2gnd (AL) IN 2-1/2"C for each elevator, from panel MDP to elevator. Elevators circuit breakers with shunt trip capabilities, provide back up relay auxiliary connection. Coordinate with Fire Alarm Contractor and elevator vendor on plans for details. 5. Provide (2)200A-3PH disconnect with 200A time delay fuse instead of 175A time delay fuse located at ground floor in elevator Machine Room. 6. Provide (2) disconnects 30A-lP for lighting elevator shaft and lighting car in each elevator, 7. Run (1) 3" and (1) 2" conduits from the electrical room to each elevator hoist way. Per NEC code, there can be no more than (4) quarter bends between pull points and pull boxes are required every 100'. Verify with elevator vendor for exact requirements. 8. Provide fire alarm connection to the elevator sump pumps to recall elevators as noted on sequence of operation Alarm note #4 on sheet FA-2.00. Verify with plumbing contractor. 9. Provide fire alarm connections to elevator controller, coordinate with fire alarm contractor. 10. Provide phone wall jacks inside elevator for each cabinet. Coordinate with elevator contractor. 11. As per submitted heat rejection provide 2 Ton minisplit AC for Machine Room as per plans, coordinate with mechanical and electrical contractor. Pablo Vitcri, P.E. 59535 Principal 7791 NW 46"' Si. Suitc 413. Dom], FL 33166 Ph: 786-334-5683 info@pjvcng.com www.pjvcng.com Y.