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HomeMy WebLinkAboutApproved Stamps PlansFLOOR PLAN wi ELECTRICAL SCALE %" 'O"h SHERIFF'S VISITATION BUILDING.- 7200 SQ. FT. G. This item has been electronically signed and sealed by Bowdoin G. Hutchinson, P.E. �8T using a Digital Signature and Date. Printed * copies of this document are not considered r ©F %Q ` signed and sealed and the signature must ��,�,jOipp be Verified on any electronic copies. pNA L EN r //IIII11 DN: c=US, st=Florida,)=Fort Pierce, Bowdoin G. o=Bowdoin G. Hutchinson, cn=Bowdoin G. Hutchinson Hutchinson Date: 2021.02.16 18:48:44-05'00' Adobe Acrobat version: 2021.001.20135 0 Design bv: RICHARD A. JEMISON P.O. Box 5616 Ft. Pierce, Fl. 34954 (772) 215-5623 BENCHMARK ENGINEERING OF THE TREASURE COAST $06 DELAWARE AVE. FT. PIERCE, FL. 34950 (772) 772-267-1399 REVISED 02/16/21 SEAL sownotN VISITATION BUILDING SHEET, ST. LUCIE COUNTY SHERIFF'S DEPT. xvTCHtNsoN 900 NORTH ROCK ROAD P.E. #70878 FT. PIERCE, FLORIDA OF-6 P, Is VT_ A \D . _tt NOTE: NOTE: DU NOT USE PRECAST LINTELS 3000 PSI FIBER MESH CONC.. OVER WINDOWS & DOORS ON 95% COMPACTED FILL USE (2) LAYERS OF BEAM BLOCK TERMITE TREATED wl (1) - #5 REBAR EA. w/ 6" EMBED COVERED WITH VISQUEEN FORM OPENING (CURE (7) DAYS) F v I-e TYPICAL FOOTING:, 36",DEEP (2) LAYERS OF #5's an 8" o c EACH WAY _7 LAYERS @ 6" & 247" --------------- �4 J-­ T =.1-41 kill T___T - —I- I I . IWAQW00m, 6 ?2 -FOUNDATION & BLOCKWORK PLAN SCALE V4 --- IoAi-. FOOTING A -A SCALE Y4 2— Y-- -0- Design 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 REVISED (772) 772-267-1399 02/16121 SEAL VISITATION BUILDING SHEET BOWDOIN ST. LUCIE COUNTY SHERIFF'S DEPT. 2 HUTCHINSON 900 NORTH ROCK ROAD P.E. #70878 FT. PIERCE, FLORIDA OF 6 .LIFE SAFETY PLAN SCALE %" D== 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 REVISED 02/16/21 SEAL BOWDOIN VISITATION BUILDING SHEET 3 ST. LUCIE COUNTY SHERIFF'S DEPT. HUTCHINSON 900 NORTH ROCK ROAD P.E. #70878 FT. PIERCE, FLORIDA OF 6 REAR ELEVATION LEFT ELEVATION- -RIGHT ELEVATION - SCALE %" SHERIFF'S VISITATION BUILDING,- 7200 SD. FT. 0 �j DesiLyn by - RICI-IARD A. JEM SON P.O. Box 5616 Ft. Pierce, Fl. 34954 (772) 21.5-5623 BENCHMARK ENGINEERING OF THE TREASURE COAST, 806 DELAWAkE AVE. FT. PIERCE, FL. 314960 (772) 772-257-1393 REVISED Q2/16/21 SEAL VISITATION BUILDING SHEET ST. LUCIE COUNTY SHERIFF'S DEPT. BOWDOIN 4 HUTCHINSON P.E. #70878 900 NORTH ROCK ROAD FT. PIERCE, FLORIDAOF 6 11 q. i SCALE !14At NOTE: HANGER WIRE 4815 O.C. �. SHERIFFS ACCOUSTICAL CEILING TILE (UL 723) VISITATION BUILDING A-3 OCCUPANCY: CLASS A (ASTM 635) S-1 OCCUPANCY: CLASS B (ASTM 635) Ft. Pierce, Fl. 34954 (772) 215-5623 BENCHMARK ENGINEERING OF THE TREASURE COAST 806 DELAWARE AVE. FT. PIERCE', FL. 34950 (772) 772-267-1399 REVISED 02116/21 SEAL BOWDOIN VISITATION BUILDING SHEET 5 ST. LUCIE COUNTY SHERIFF'S DEPT. HUfCMNSON 900 NORTH ROCK ROAD P.E. #70878 FT. PIERCE, FLORIDA OF 6 - - PRODUCT APPROVALS E P 1 320 A CONT. UTIL. APPR. 200 A METER CAN MB PANEL 40 CKT EP2 200 A MB PANEL 40 CKT ELECTRICAL RISER, I PANE. EP1 PANEL EPA (40CKT 1201208v-3 phase 200A (MIS) f40CKT 1201208v-3 phase 200A (M/B) CKT DESCRIPTION WIRE COND BKR/AMP CKT DESCRIPTION WIRE COND BKR/AMP 1 LIGHTING #12 W, 20 1 LIGHTING #12 %11 20 3 LIGHTING #12 %f$ 20 3 LIGHTING #12 'h" 20 5 LIGHTING #12 %If 20 6 LIGHTING #12 '/Y" 20 T OUTLETS #12 %11 20 7 OUTLETS #12 %91 20 9 ACU #1 #8 W9 50 9 ACU #1 #8 %Y1 50 11 ACU #1 #8 WI 1 41 ACU #1 #8 a/a" / 13 ACU #2 #8 %11 50 13 ACU #2 48 %11 50 16 ACU #2 #8 %11 l 15 ACU #2 #8 WI I PANEL EP1 PANEL EP2 CKT DESCRIPTION WIRE COND BKR/AMP CKT DESCRIPTION WIRE COND BKR/AMP 2 OUTLETS #12 %11 20 2 OUTLETS #12 '/z" 20 4 OUTLETS. #12 %" 20 4 OUTLETS #12 %" 20 6 BATH FAN #12 1/2" 20 6 BATH FAN #12 '/s" 20 8 BATH FAN #12 1/2" 20 8 BATH FAN #12 '/2'1 20 10 AHU #1 #8 %11 50 10 AHU #1 #8 WI 50 12 AHU #1 #8 %1$ / 12 AHU #1 #8 %1, ! 14 AHU #2 #8 %'y 50 14 AHU #2 #8 %'$ S0 16 AHU #2 #8 %11 ! 16 AHU #2 #8 %,1 ! "OOME -M '�`"0303 1 T r'IVHL MUP% UP% I "FXWWIVI NO SCAt ELECTRICAL LOAD CALC'S 7200 SF MULTI -USE BU LDING STORAGE:. 3360 SF @ 0.5 VA / SF=1680 VA OFFICE: 1920 SF @ 3.5 VA / SF= 6720 VA 25 OUTLETS @ 180 VA = 4600 VA GEN. /MMG 1920 SF @ 2.0 VA / SF= 3840 VA UTIL. OUTLETS @ 1.0 VA / SF=1920 VA TOTAL DEMAND = 18,660 VA HEAT: (4) - AHU's @ 8 KW = 32,000 VA .(4) —5 TON ACU's @ 6385 VA = 25,540 VA (4) BATH FANS @ 216 VA = 864 VA - TOTAL 77,064 VA (77,064) / (208 x 1.73) = 214 AMPS 3 — PHASE DEMAND@ 208v = 214 AMPS . BUILD 400 AMP (12012080 3 -PHASE SERVICE HANDICAP BATH FINISHES FLOOR - COMMERCIAL VINYL CEILING - ACCUST. TILE WALLS - FRP @ 48" HEIGHT BASE - 4" VINYL OPEN SPACE ONITOR MONITOR MONITORT 6 CAT 6 w CAT 6 [CA 8t 170V. & 110V 8,110V i 4 KNEE SPACE KNEE SPACE KNEE SPACE TYPICAL MONITOR SECTION PLUMBING RISER YS *# x 311411 Design Ratsd Manufacturer E NkmW Number i Flradu4t Approval 1 'Gigs* Method of Attachment !i1/.�i/f� a It/ �� , ^,�� � la �Gl~ �'�/ s"S•�o �ti �i�3 5 Typo i��,� 1 '- /° a �/ ... _ 14/4L t, _ _ ��' _ �8e lid' /LJ14_�/JA.�� k T.4PCa,�/S.._w/f G�a.s6S .sfi3_ Al s D � • �• • • �. i d • w p m �} R 4 BUCK s•` Ape t/ X I/ 4" ,.UNNTEL" ° ° ,p' •A TAPCQN aA ,: .: ^ A o METAL 1 X 4 BUCK "''• FRAME . loll; i k A A FRAME S SET All UM: (complete all that apply) 1. DESIGN CODE: Florida _4e Q / 7 ✓ _Code Sixth Edition with 20 Supplements using ASCE 7-10 2. Structure Designed as (check one): '_/ Enclosed .. - Partially Enclosed Open 3. Risk Cat o►Y 1 s.- 11 Ill �CIpgory: _ J D 4. Design Wind Velocity_ 74 mph J3 2 AS0 LRFD End Zone Width:__zA*_ft S. Mean Roof Height ft Roof Pitch: 3 :12 Parapet: ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 35'MRH, clearly�ta/bel own all plan openings): Zone 1*M'-•Zone 2:!ne 3: / j �4:% Zone 5• '` �:�=-=farage 7. Design Loads: Floor:_ !N/A PSF Roof/Dead: -1Z PSF Roof/Live:�Q _Balcony:_ --- PSF Dock: — PSF Deck: '—• PSF Stairs: •----- PSF Fence: PSF Railings: — PSF 8. Were Shear Walls Considered For Structure? ✓Yes Not Applicable - Explain Why Not: 9. Is A Continuous Load Path Provided? Yes Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: 0 rOfl PSF Soil Test Reports Submitted?/Y14 Yes DESIGN PRM M ZONAL CERTIFICATION STATEMENT. L— AQ U r- T f-i1 L I certify that, to the best of my knowledge and Relief, 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: i 1 _-- I 0" 4 Y # 4 i b0z kv/ � I l-JCK { �rFA SECTION X-X AL%A INTERIOR WALL SECTION SCALE Design b_y: RICHARD A. JEMISON P.O. Box 5616 Ft. Pierce, Fl. 34954 (772) 215-5623 BENCHMARK ENGINEERING OF THE TREASURE COAST 806 DELAWARE AVE. REVISED FT. PIERCE, FL. 34950 (772) 772-267-1399 02/16/21 SEAL VISITATION BUILDING SHEET BOWDOIN ST. LUCIE COUNTY SHERIFF'S DEPT. HUTCHINSON 900 NORTH ROCK ROAD .6 P.E. #70878 FT. PIERCE, FLORIDA Opt