The URL can be used to link to this page

Home My WebLink AboutLAYOUTCEALED FASTENEHti tin n, • .._ - ARETHE RESPONSIBILITY OF TH CONE CONTRACTOR OR RECORD FILE COPY _EXISTING FLOOR PLAN SCALE V4 FILE COPY ILE Copy _ REVISED MBATH_ SCALE %" XZs4._=: s �zrz=16coXc. 4---Y Sz -31Thw-5ocb1rL- rKVUUV 1 ArrKVVAL. - Paalrmt Opening Design Product Rated Manufacturer Modal Number Product Approval Glass Method of Attachment Preusures plpn Pressure _ umber Type TEMPz W l ✓i/yf tx�t✓ >` 5�t tS �/'WiNC d aw �fd e/� FL i7f9 _ WA 3 /%L CilJ.A3cc� M4 /g. Cf�irt a��s5 Certification for Design Load Compliance DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida4Lkj /tea, Codef.6Fft Edition with 20 t�Suppiements using ASCE 7-10 2, Structure Designed as (check one): Enclosed _Partially Enclosed _Open 3. Risk Category: _I ZI _Ili _ IV Exposure Category: B _ C �D 4. Design Wind Velocity /zS mph t A _ LRFD End Zone Width: _C> ft S. Mean Roof Height 15r ft Roof Pitch: -#� :12 Parapet: ft 6. Components & Cladding Design Pressures Used: (PSF, based on 1050 @ 15'MRH, clearly label on all plan openings): ham Zone 1: Zone 2: ^ Zone 3: Zone 4:�ofo— Zone 5: /�7 Garage:, �lF 7. De31gn Loads: Fioor.,t51f.4_,PSF Roof/Dead: ,�o PSF Roof/Live:.60 Balcony: L SF Dock: —'PSF Deck: PSF Stairs: PSF Fence: --PSF Railings: — PSF & Were Shear Walls Considered For Structure? ✓s ,_Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? _Yes —!::--Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure:425 oa PSF Soil Test Reports Submitted? Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: 1 certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the design forces specified: FjLE COPY GENERAL NOTES: 1. THE OWNER WOULD LIKE TO REMODEL THE MASTER BATHROOM. 2. CHANGE THE WINDOW OVER THE TUB; NEW WINDOW TO FIT EXACT OPENING AND TO BE WEATHERPROFED AND FULLY CAULKED. 3. CHANGE THE TUB & SHOWER SURROUND 4. CABINETS AND TOP%S TO BE REPLACED. 5. RAISE THE SHOWER SLAB ELEVATION TO FINISH FLUSH WITH THE EXISTING F.F.E. 6. REMOVE THE DOOR & FRAME BETWEEN BATH AND THE TOILET AREA. 7. NO MAJOR PLUMBING OR ELECTRICAL WORK DONE. 8. THESE PLANS & SPECIFICATIONS COMPLY WITH THE 2017 FBC (6th EDITION) & ASCE 7-10. 9. OWNER/CONTRACTOR TO VERIFY ALL DIMENSIONS AND STUCTURAL CONDITIONS.AS SHOWN ON THE PLANS. ANY DISCREPENCY BETWEEN THE PLANS AND THE ACTUAL EXISTING CONDITIONS SHOULD BE REPORTED TO THE ENGINEER IMMEDIATELY. RECEIVED ST' LUdE coUT'y 96T6140 REVIEWED FOR CO PLIANC MAR 14 2019 REVISED DATE � PLANS AN PER IT MUST BE KEPT ,ST. Lucie County, PermittInq SITE OR NO INSPECTION(S) WILL) FILE COPY Design b : HIU RICHARD A. JEMISON 1 P.O. Sox 5616 AA�. Pierce, FI.349:54 [[[A� CONCEALED FASTENERS OR ATfACHMG ?�15-5623 ARED RESPONSIBILITY RJR CO CO 78 * BENCHMARK ENGINEERING OF THE TREASURE COAST / ,2� \ 806 DELAWARE AVE. FT. PIERCE, FL. 34950 I OP: •'. C� �� (772) 772-267-1399 tS�r�4ci ey��® Ooel REVISED 03/14/19 /ON18E4 \\� llllllll\\ BATH REMODEL SHEET �- TOM & SUE RANEW BOWDOIN 10124INVERNESS WAY P.E. 970878 PORT ST. LUCIE, FLORIDA OF 1 FILE Copy EXISTING FLOOR PLAN_ _ SCALE '%rr CONCEALED FASTENERS OR ATfAGHM"S ARETvjE PONRS bONTPAcTOOR F{EOOF0 FILE COPY 1� "�v - a5E%�1Z FILE COPY CONCE MD FASTENERS OR ATTACHMCNTS ARE THE RESPONSIBg I7y OF CONTRACTOR OR RECORD PRODUCT APPROVAL REVISED MlBATH _ SCALE VI C&'X;R- .EXIST 1'Afie -6ACr - .. Openhtg Design Product Rated Manufacturer Modal Nub Product Approval We" - Method of Attachment Praeaut" Dest ah Pra"t" TvPo- l�iN.�W ' �` 5/-4Z -��(,' ifi�S�sZJ Fc z�z. 1 TFMa. ./Z W.DS "��% •.0 1tr`y�I-1�0� ST. LUCIE C UN Y BUIL &NG D I( REVIEWED FOR COMPLIANC ti AW PLANS AND PERMIT MUST BE KEPT JOB SITE OR NO INSPECTION(S) WILLO MADE Certification for Design Load Compliance 74FSE PLANS AND ALL PROPOSED WORX ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT RAAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) eo 1. DESIGN CODE: Floridaz� .&_ CodefaTfiiT/EEdition with 20__�Supplements using ASCE 7-10 2. Structure Designed as (check one):Enclosed Partially Enclosed Open 3, Risk Category: _J ✓ it ,111 _,._ IV Exposure Category: �e _—C ____D 4. Design Wind Velocity /Z� mph ✓ASD —LRFO End Zone Width: its it S. Mean Roof Height it Roof Pitch: -r- :12 Parapet: ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): _ fg5' O'fl, Zone 1: Zone 2: ^ Zone 3: Zone 4:[4a Zone 5: /fr Garage: 7. Design Loads: Floo�__PSF Roof/Dead: �O PSF Roof/Live:_„'�Os Balcony: PSf r.� Dock: PSF Deck: PSF Stairs: PSF Fence: PSF Railings:- — PSF 8. Were Shear Walls Considered For Structure? ✓s _Not Applicable Explain Why Not: 9, Is A Continuous Load Path Provided? _-_,_Yes 1/ot Applicable Explain Why Not: 10. Design Soil Bearing Pressure:- ,vc PSF Soil Test Reports Submitted? —Yes DE5I6N PROFESSION& CERTIFICATION H&T�EN—T, I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the design forces specified: GENERAL NOTES: 1. THE OWNER WOULD LIKE TO REMODEL THE MASTER BATHROOM. 2. CHANGE THE WINDOW OVER THE TUB; NEW WINDOW TO FIT EXACT OPENING AND TO BE WEATHERPROFED AND FULLY CAULKED. 3. CHANGE THE TUB & SHOWER SURROUND 4. CABINETS AND TOPS TO BE REPLACED. 5. RAISE THE SHOWER SLAB ELEVATION TO FINISH FLUSH WITH THE EXISTING F.F.E. 6. REMOVE THE DOOR & FRAME BETWEEN BATH AND THE TOILET AREA. 7. NO MAJOR PLUMBING OR ELECTRICAL WORK DONE. 8. THESE PLANS & SPECIFICATIONS COMPLY WITH THE 2017 FBC (6th EDITION) & ASCE 7- 10. 9. OWNER/CONTRACTOR TO VERIFY ALL DIMENSIONS AND STUCTURAL CONDITIONS.AS SHOWN ON THE PLANS. ANY DISCREPENCY BETWEEN THE PLANS AND THE ACTUAL EXISTING CONDITIONS SHOULD BE REPORTED TO THE ENGINEER IMMEDIATELY. FILE COPY CONCEALED FASTENERS OR ATTACHMENTS SCANNED ARE THE RESPONSIBILITY OF THE By CONTRACTOR OR RECORD St. LUCIeCounty Desu2n by: RICHARD A. JEMISON P.O. Box 5616 Ft. Pierce, Fl. 34954 (772)215-5623 BENCHMARK ENGINEERING OF THE TREASURE COAST 806 DELAWARE AVE. FT. PIERCE, FL. 34950 (772)772-267-1399 12/20/18 SEAL BATH REMODEL SHEET 1 TOM 8r SUE RANEW BOWDOIN 10124 INVERNESS WAY P.E. #70878 PORT ST. LUCIE, FLORIDA OF 1