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Home My WebLink AboutMISC EMAILWe do more than building buildings, we're building S®IL ltl®C]So Internet: www.rk(iavis.com January 2"d 2017 Mr. Joe Ciscio Plans Examiner St. Lucie County Building Dept. 2300 Virginia Avenue Fort Pierce. FL 34982 RECEI117D Re: Permit # 1611-0499 — S2 Yacht/Pursuit Boats Dear Mr. Ciscio: SCANNED BY St. Lucie Count% The following answers to your plans review comments are offered for the project referenced above: 1) Please show entire occupant load of all buildings that the referenced restrooms are serving per table 403.1 FPC 2014. The existing restrooms as shown at? Architectural Page Al.1 meet the fixture requirements as per the FPC 2014 Table 403.1. A total occupant load far bath the existing and proposed building additions is shown on Architectural Page A1.0 under "Plumbing Fixture Note. " Fixture requirements as per the code are also indicated therein. 2) Please show the required drinking fountains and service sink per table 403.1 FPC2014. Existing drinking fountain and laundry service sink is shown on Architectural Page A1.1. 3) Please show the required A6A accessible restroom per section 604 of the Florida Accessibility Code. 2014 and the accessible route to them from the proposed building. Existing Accessible Restroom configuration is now shown on Architectural Page A 1.1 along with the existing accessible route from the proposed building addition. An accessible travel path fiam the proposed building addition to the existing restrooms shall be provided across a level floor. 4) Need three (3) sets of the Metal Building Plans from the manufacturer, signed and sealed and dated in original format, reviewed and approved by the Design Professional of Record, Michael Lue, P. E.. Signed and Sealed Metal Building Plans shall be provider( under separate cover. 5) Submit three (3) sets of the manufacturer's specs for the Helical Piles rated for the loads as specified on S-4. These specs mast be reviewed and approved by the Design Professional of Record. Three (3) sets of manufacturer's Helical Pile specifications reviewed and approved by iblichael Lue. P.E. are attached. 6) Submit one (1) original S.S.D. Soils Report from the Testing Agency. Soils report shall be submitted under separate cover. 7) Typical wall sections for the beam work on Architectural Page A3.0, Structural Page S-3 and notes on Structural Page S- I do not match. The Architectural Page A3.0 and notes on Structural Page S-1 have been revised so all drawings correspond 8) Submit three (3) St. Lucie County "Product Review Affidavits" signed, sealed and dated by your design professional. Please detail all applicable cladding or submit product approvals for same/product approvals must be approved by your Design Professional of Record with applicable tables and fasteners highlighted. A completed St. Lucie County Product Review Affidavit is attached 9) Show the corrected step dimensions with required handrails details per FBC 1003.5 [2]. A stair detail with dimensions has been added to Architectural Page A2.0. Thank you for your comments. Please feel free to contact us should there be further comments or needs for additional information. #inly,�,//JJ/. Davis Construction CONSTRUCnON CGCO13084 SorWedo more than building buildings, we're building Sbbtions. Internet: www.rkdavis.com CORPORATION CCCO53853 January 23'", 2017 RECa"IVED JAN z x ? i7 Mr. Joe Ciscio Plans Examiner St. Lucie County Building Dept. 2300 Virginia Avenue SCAN Fort Pierce, FL 34982 BY ED Re: Permit # 161 1-0499 — S2 Yacht/Pursuit Boats St. Lucie County Dear Mr. Ciscio: The following answers to your plans review comments are offered for the project referenced above: 1) Please show entire occupant load of all buildings that the referenced restrooms are serving per table 403.1 FPC 2014. The existing restrooms as shown on Architectural Page A 1.1 meet the fixture requirements as per the FPC 2014 Table 403.1. A total occupant load far both the existing and proposed building additions is shown on Architectural Page A1.0 under "Plumbing Fixture Note. " Fixture requirements as per the code are also indicated therein. 2) Please show the required drinking fountains and service sink per table 403.1 FPC2014. Existing drinkingfountain and laundry service sink is shown on Architectural Page A 1.1. 3) Please show the required ADA accessible restroom per section 604 of the Florida Accessibility Code, 2014 and the accessible route to them from the proposed building. Existing Accessible Restroom configuration is now shown on Architectural Page A1.1 along with the existing accessible route from the proposed building addition. An accessible travel path from the proposed building addition to the existing restrooms shall be provided across a level floor- 4) Need three (3) sets of the Metal Building Plans from the manufacturer, signed and sealed and dated in original format, reviewed and approved by the Design Professional of Record, Michael Lue, P.E.. Signed and Sealed Metal Building Plans shall be provided under separate cover. 5) Submit three (3) sets of the manufacturer's specs for the Helical Piles rated for the loads as specified on S-4. These specs must be reviewed and approved by the Design Professional of Record. Three (3) sets of manufacturer's Helical Pile specifications reviewed and approved by Michael Lue, P.E. are attached. 6) Submit one (1) original S.S.D. Soils Report from the Testing Agency. Soils report shall be submitted under separate cover. 7) Typical wall sections for the beam work on Architectural Page A3.0, Structural Page S-3 and notes on Structural Page S-1 do not match. The Architectural Page A3.0 and notes on Structural Page S-I have been revised so all drawings correspond. 8) Submit three Q) St. Lucie County "Product Review Affidavits" signed, sealed and dated by your design professional. Please detail all applicable cladding or submit product approvals for same/product approvals must be approved by your Design Professional of Record with applicable tables and fasteners highlighted. A completed St. Lucie County Product Review Affidavit is attached. 9) Show the corrected step dimensions with required handrails details per FBC 1003.5 [2]. A stair detail with dimensions has been added to Architectural Page A2.0. Thank you for your comments. Please feel free to contact us should there be further comments or needs for additional information. Sik�KDav�is //J/ o/r%Lionstruction bRflSSfUP- d April 24, 2017 DPOb0T flPCtIIffCTS.P.fl. Mr. Joe Cicio Plans Examiner St. Lucie County Building Department 2300 Virginia Avenue Fort Pierce, Florida 34982 Re: S-2 Yachts/Pursuit Boats Expansion Permit No. 1611-0499 Dear Mr. Cicio: SGANNEb BY St. Lucie COUnt1, At the client's request, we are removing the PVC pipe chases shown under the concrete slab on the construction plans. These chases were originally being installed for future use. Please accept this letter as the authority to remove these under slab PVC pipe chases. Thank you, Jeffrey Brasseur IE0CE0MC -) APR 2 6 RECD 0 4 4 4 D 0 T 0 2 0 S T R f f T. S 0 I T f 3 1 1 W E 5 T D0LA 0f00O3 f1OQIDO 33401 561.820.8088 f0E 561.820.8089 v D��V6 A11.tt/T, 16/1 a�99 RECEI�'_0 AUG 107017 a I EEL. S iRUCT'U ES, ANC. May 30, 2017 RE: R.K. Davis Construction Corp. Job No. 24590; Pursuit Boats; St. Lucie FL, 34946 To Whom It May Concern: �ECIEodIS AUG 1 0 00 The base plate modification to the (4) crane columns along Frame Line 2 consisting of blowing new holes for anchor bolt alignment is acceptable considering that the unused holes in the baseplates are plug welded. SCANNED BY St. Lucie Cnnnt� ,cEa E: Ion% ffv�CENBt�'=O = t 140. 61323 s 500 Vulcan Parkway — Adel, GA 31620 — (P) 800-258-3369 — (F) (229)896-7974 RECEIVED MAR 2 1�17 J12ff iYG�VEERQBGGR��4 C. PROFESSIONAL STRUCTURAL CONSULTANTS 404 SW Camden Ave, Stuart, FL 34994 Voice:(772)223-9883 Fax:(772)223-9502 March 25, 2017 SCHI Y 1ZL Fml LIEF" C (0 PY StLucigGbuml `14 Mr. Jamison Brownie Brownie Companies, LLC 175 Boyd Road Fort Pierce, FL 34945 Re: Helical Pile Installation Logs, Pursuit Boats, 3901 St. Lucie Blvd, Fort Pierce, FL Dear Mr. Brownie; To clarify the values input to the helical pile installation ]ogs for the above referenced project, I have provided the following report for your use. The "required kips" working load shown in the pile logs is 22 kips for all pile locations. This is a design requirement dictated by the EOR. This value is the maximum actual working load the pile component is expected to see in its service life and the minimum capacity load to which all piles must be installed. All piles are to be installed to have a "final kips" provided load that meets or exceeds this value. The "final kips" value in the logs is the actual real world installed "provided" working capacity. As can be seen in the logs, all real world pile capacities for this project exceed the required value of 22 kips, sometimes by quite a large value. If �(40� 1 4h i,%uestions or concerns, or if 1 can be of any future service, please do not hesitate td�ra Zme. ��'/Z RespdbtfuiLk Srib ttedy P:VO17117-013 SEG GENERALUAMISOMPURSUITl7-013.01 032517-01.doo