Loading...
HomeMy WebLinkAboutRevision Permit 2007-0685MC11)SS August 08, 2020 Dear Plans Review Team of St. Lucie County: submittals(o)stlucieco.org Referencing 2007-0685 Pelican Solar Energy Center - 6201 Minute Maid Road Fort Pierce, FL Plans Reviewer Comments: 1: PLEASE PROVIDE TRAILER SKIRTING DETAIL AND INSTALLATION, PER 107.2 OF THE FLORIDA BUILDING CODE 6TH EDITION, 2017. Response 1. We do not have skirting due to the trailer only being temporary (8 Months) also the location being remote as it is will not be an eye -sore to neighbors. 2. PLEASE PROVIDE ELECTRICAL SERVICE RISER DIAGRAM, PER 107.2 OF THE FLORIDA BUILDING CODE 6TH EDITION, 2017. Response 2 Please see attached sketch E1. Installation will be performed by licensed electrician Thompson's Electric. 3. PLEASE PROVIDE GENERAL MEANS OF EGRESS, PER CHAPTER 10 OF THE FLORIDA BUILDING CODE 6TH EDITION, 2017. Response 3 Please reference the Life Safety Plan Uploaded. The 3 wide temporary trailer has illuminated exit signs 4. PLEASE PROVIDE WATER AND SEWER SERVICE CONNECTION,PER 107.2 OF THE FLORIDA BUILDING CODE 6TH EDITION, 2017. Response 4: Water and sewer service are provided by United Site Services. Sanitary is stored in 250 Gallon holding tanks piped via 3" PVC gravity lines. Water for flushing toilets is being delivered weekly by United Site Service into 250 gallon freshwater 2101 N Andrews Ave PHONE 813.523.7847 Construction Managers Fort Lauderdale, FL 33311 WEB SITE www.mosscm.com Page 1 of 2 cubes. Water is connected via 2"PVC and Reduced at the Well Pump to feed 1 " building fixtures; by Snyder Plumbing of the Treasure Coast. Both Serviced 3 days a week. Sanitary Holding Tank Water Cube Regards, David A. Diaz, P.E. Moss Project Manager 2101 N Andrews Ave PHONE 813.523.7847 Construction Managers Fort Lauderdale, FL 33311 WEB SITE www.mosscm.com Page 2 of 2 'N ply, ,.l C` � CI 5 p tv � a �" Gu,\tr 65' o'er © 4 �(,+ ( O A mp r NEMA 3-R 200 AMP Main Breaker 8 Circuit 50 AMP Generator 125 AMP Trailer 100 AMP Trailer 100 AMP Trailer 50 AMP Generator Outlet NEMA 3-R 200 AMP Main Breaker 8 Circuit 50 AMP Generator 125 AMP Trailer 100 AMP Trailer 120 AMP Trailer 11 7/8" unistrut I 6*6*8 3' buried Temp Trailer Power 400 AMP Meter Can 3/0 3/0 3/0 3/0 2/0 2/0 THNN Copper FPL Service 4/0,4/0,2/0 8' copper ground rod(2) with #4 bare copper TYPICAL DOOR FRAMING / / Dam \ / DSSUR \ I I I I I D — — — — — — D ® FIFA ➢0M D — — — — D mow-n- m ® #?EIS \ 0 II gm ® 16,'&QD HEADER STRAP i^ EQUAL TO HUGHES MESTA 24 (1260# UPLIFT) Sw STUD HURRICANE ANCHOR EQUAL TO HUGHES HC20 (3250# UPLIFT) TYPICAL FRAMING SCALE: 3/9" = PTO" III I Nil LI TYPICAL WINDOW FRAMING FLOORPLAN LAV LAV SUPPLY LINE IS BASED ON AN ASSUMED AVAILABLE PRESSURE OF 46 TO 60 PSI AT MAIN INLET. ALL STUB -UPS 1/2' SUPPLY .M�4' IEIVM O S, .e�. feiiem� gaa�4pT�yO�i -m V/w RYPry�K T� V[TM FIES'11 �I4. CRf 41.3E 2' VTR 1 1 1/2' SINK 3, INSTALL e FACTORY 3' 3' TO WASTE 3' TO WASTE 3' TO WASTE TERMINAL TERMINAL TERMINAL AALLLL SINK 6 LAV'S PROVIDEED WITH 1 1/2' TRAPS WITH SLIP JOINT CONNECTIONS. DWV COLUMN STRAPPING SCHEDULE A INDICATES TYPE OF STUD Tl INDICATES TYPE OF TIE DOWN STRAP INDICATES WITH RIDGE BEAM BEARING ■ STIFFENER ( SEE RIDGE BEAM NOTES FOR SPECIFICATIONS) COLUMN STRAPPING SCHEDULE &2) 2x4 SPF #2 THIS HALF &2) 2x4 SPF #2 EACH HALF 0(3) 2x4 SPF #2 THIS HALF OD C3> 2x4 SPF #2 EACH HALF 0(4) 2x4 SPF #2 THIS HALF &4) 2x4 SPF #2 EACH HALF CO, (5) 2x4 SPF #2 THIS HALF H C5> 2x4 SPF #2 EACH HALF )(6) 2x4 SPF #2 THIS HALF D(6> 2.4 SPF #2 EACH HALF 0(7) 2x4 SPF #2 THIS HALF 0(7) 2x4 SPF #2 EACH HALF OM (8> 2x4 SPF #2 THIS HALF ON (8> 2x4 SPF #2 EACH HALF NOTES- 1. ALL COLUMN STUDS SHALL BE NAILED TOGETHER PER NDS AND FASTENED TOGETHER WITH 100% PVA GLUE COVERAGE. 2. COLUMN STUDS SHALL NOT BE NOTCHED DR BORED. 3. INSTALL ONE TIE DOWN STRAP FROM RIDGE BEAM TO COLUMN AND FROM COLUMN TO FLOOR RIM JOIST FOR EACH STUD OF COLUMNS. (le- 3 STUD COLUMN WILL REQUIRE 4 TIE DOWN STRAPS) 4. STRAPS SHALL NOT BE OVERLAPPED OR DOUBLED UNLESS SPECIFIE OTHERWISE. TIE DOWN STRAP DESCRIPTION T1 20 GA. % 1 - 1/2' GALV. STEEL STRAP WITH (7) 0.148'�X3' NAILS EACH END. TWO 26 GA. X 1.5' GALV. STEEL STRAPS MAY BE SUBSTITUTED FOR ONE 20 GA. X 1 - 1/2' STRAP. NAILS MUST PENETRATE 2' MININUM INTO ALL MEMBERS. PENETRATION MAY BE REDUCED TO I - 1/2' IF 8 NAILS ARE USED IN LIEU OF 7. IN NO CASE SHALL SPLITTING OF WOOD BE PERMITTED. PLUMBING RISER SCALP.: 3/9"= F-0" e " NOTICE " THESE DOCUMENTS WILL NO LONGER BE VALID 21 DAYS AFTER THE DATE SIGNED VALID THRU : JULY 14TH, 2020 ORIBFG'''% °so ; Julio Orbegoso No. 38769 2020.06.23 °�F STATE�P =� 16:11:08-04'00' THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JULIO ORBEGOSO, P.E. ON THE DATE AND/OR TIME STAMP SHOWN USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURES MUST BE VERIFIED ON ANY ELECTRONIC COPIES. CONSULTING ENGINEER JULIO ORBEGOSO 202 DORIS DR. LAKELAND, FL 33813 PE LICENSE #38769 REVISION DATE: O LL NLNLI of 1 H 0 rU� n V) x U J M J 0 O 2 DATE: 05-20-2019 DRAWN: R.L.G. JOB #: CPX-114722 �M A omCL SHEET NO Al F F 1,-8„ F8„ TrF- 4 E 5' 5.5" B2 B2 3'-$ 16 13 „ 4' 6 2 1 „ 1 - - --- -- ----------------� 00 D 7' 551 5'-3 1 D 1 3 ISOMETRIC VIEW c c 3'-6 8 ,, TYPICAL 3'-0" TYPICAL GUARD HEIGHT HANDRAIL HEIGHT 3 2 1-6 B F5 F5 UNLESS OTHERWISE SPECIFIED: NAME DATE EZ tsCCEr3r3' DIMENSIONS ARE IN 700 MILWAUKEE AVE N INCHES DRAWN C.KLYN 10/01/10 ALGONA WA 98001-7408 TOLERANCES: FRACTIONAL ±118 CHECKED TITLE: ANGULAR: ±.2 DEG. ENGAPPR. 36" IBC/ADA STEP WITH NOTE: RETURN TO BUILDING ON RIGHT SHOWN, LEFT OPPOSITE MFGAPPR. 5' X 7' LANDING A PROPRIETARY AND CONFIDENTIAL MATL APPR. A © EZ-ACCESSO, A DIVISION OF MATERIAL (UNLESS SPECIFIED OTHERWISE): HOMECARE PRODUCTS, INC. ALL RIGHTS 6063, 6061 OR 6005 SIZE DWG. NO. REV RESERVED. ALL TEXT AND IMAGES D CMS0023 2 CONTAINED IN THIS DOCUMENT ARE SERIES ALUMINUM PROPRIETARY AND MAY NOT BE SHARED, MODIFIED, DISTRIBUTED, REPRODUCED, INTERPRET PER ANSI Y14.5 OR REUSED WITHOUT THE EXPRESS WRITTEN DO NOT SCALE DRAWING PERMISSION OF Ez-ACCESS. SCALE: 1:16 WEIGHT: 411.82 SHEET 1 OF 4 8 7 6 4 3 2 1 ���"' A 9 STEP GUARD F POST OR PICH 1 1/2" SQUARE x 1/8" WALL SQUARE PICKET WELDED TO TOP &BOTTOM RAIL (2/GUARD) 1 1/2" x 1 1/2" x 1/8" ANGLE PICKET WELDED TO TOP & BOTTOM RAIL (TYPICAL) Z�Z 1 1/2" SQUARE x 1/8" WALL E 3 11 „ TOP & BOTTOM RAIL (TYPICAL) �- -� 16 STEP GUARD WE AI TOP RISER CLOSURE WELDED TO ADJACENT TREAD EXTRUSIONS & CORNER POCKETS & ATTACHED TO PLATFORM WITH 1/4" STAINLESS STEEL SELF DRILLING SCREWS SIDE RAIL WELDED TO CORNER POCKET (TYPICAL) RISER CLOSURE WELDED TO ADJACENT TREAD EXTRUSIONS & SIDE RAILS 1 1/2" x 1/2" x 1/8" CHANNEL CLEAT WELDED TO SIDE RAILS (TYPICAL) TREAD EXTRUSIONS WELDED TO CHANNEL CLEATS (TYPICAL ;AL) 1 1/2" HANDRAIL (TYPICAL) WELDED TO BRACKET HANDRAIL BRACKET 1 1/2" LONG (TYPICAL) 5/16"-18 STAINLESS STEEL BUTTON HEAD BOLT �216 WITH NYLOCK NUT & FLAT WASHER (TYPICAL ALL HANDRAIL ATTACHMENT LOCATIONS) DETAIL 3 TYPICAL HANDRAIL & BRACKET SCALE 1:2 (SHOWN PERPENDICULAR TO GUARD FOR CLARITY) -1 1/2" SQUARE x 3/16" WALL GUARD POST WELDED TO TOP & BOTTOM RAIL (TYPICAL) RISER CORNER POCKET INCLUDES (2) 3/8"-16 STAINLESS STEEL SET SCREWS FOR SECURING GUARD POST (4/RISER) L 6" RISE (TYPICAL) 11- 8 " RUN TYPICAL SECTION 132-132 TYPICALSTEP CROSS SECTION MATCH ACTUAL RISERS IN SYSTEM 0 1 1/2" HANDRAIL (TYPICAL) HANDRAIL JOINER ASSEMBLY 5/16"-24 STAINLESS STEEL SOCKET HEAD JOINER SET SCREW SECTION E2-E2 HANDRAIL CONNECTION DETAIL 1:1 SCALE (TYPICAL ALL LOCATIONS) I F I E ID IA Jl HLt: I :0 VV tIUM I : L I J6 8 6 4 3 2 1 A R S FI E 3'-6 8" GUAR[ °I 511, 2 CI TINE WELDED TO EP'^" ^r PLATFORM GUARD TOP & BOTT( BI CORNER POST CONNECTOR CHANNEL 2" x 2" x 1/4" ANGLE GUSSET WEL CORNER POCKETS & SIDE RAILS (8/PLA 8 E x 1/8" WALL TOP & BOTTOM RAIL 'OST : x 1/8" WALL SQUARE PICKET OP & BOTTOM RAIL (2/GUARD) K 1/8" ANGLE PICKET OP & BOTTOM RAIL (TYPICAL) TARE PLATFORM GUARD POST 1 2 " SQUARE X 1/8" WALL LEG (LENGTH VARIES WITH LOCATION) JFORM LEG ki 1 Lf I I %_1I MVI VV., FXIIVG SURFACE LATFORM GUARD POST /8"-16 STAINLESS STEEL PLATFORM GUARD ,ET SCREWS (3/GUARD POST) 3/8"-16 STAINLESS STEEL SET SCREWS FOR SECURING LEGS (8/PLATFORM) ZNER POCKETS WELDED TO SIDE RAILS (4/PLATFORM) NIL 2 PLATFORM & GUARD CONNECTION SCALE 1:2 4 PLATFORM 3X 0 8 " DRAIN OR ANCHORING HOLE /-FOOT GUSSET (3 PLS) I F 1 73"SQUARE E 5„ 8 6 g POLYMER FOOT 45„ 8 21" 2 1 1 4„ 1-" 4 1 „ 5/16"-18 ZINC PLATED BOLT 22 WITH LOCKNUT THROUGH 4 5 FOOT & LEG ° 8 65„ 8 SECTION F5-F5 TYPICAL FOOT DETAIL SCALE 1 :2 - A c RM SIDE RAIL kTFORM LEG ORM CORNER POCKET TFORM LEG SETSCREW SECTION C3-C3 SCALE 1:1 -------..— -- — WITHOUTTHE EXPRESS WRITTEN PERMISSION OF EZ-ACCESS. SCALE:1:8 WEIGHT:2156 3 2 1 IA A F F 2X 3/16" X 3/4" FLAT BAR (LENGTH VARIES WITH LOCATION) 1 1/2" SQUARE X 1/8" WALL LEG (TYPICAL) E BRACE BAND (4/ASSEMBLY) E 5/16"-18 GRADE 5 RIB NECK CARRIAGE BOLT WITH FLAT WASHER & NUT ON CENTER (1/ASSEMBLY) 0 5/16"-18 GRADE 5 SQUARE NECK CARRIAGE BOLT \. WITH FLAT WASHER & NUT (4/ASSEMBLY) c DETAIL A B NOTE: CROSS BRACE ASSEMBLIES COME ASSEMBLED WITH THE CENTER BOLT, NUT & WASHER B THEN ARE FIELD CUT & DRILLED AT THE ENDS TO FIT THE SPECIFIC LOCATION. PROPRIETARY AND CONFIDENTIAL A © EZ-ACCESSOA, A DIVISION OF 700 MIL4VAUKEE AVE N A HOMECARE PRODUCTS, INC. ALL ALGONA WA 98001 -7408 ICJ RIGHTS RESERVED. ALL TEXT AND IMAGES CONTAINED IN THIS NO. REV DOCUMENT ARE PROPRIETARY AND 76DWG. SHARED, MODIFIED,DISTRIBUTED, REPRODUCED, OR REUSED MAY NOT D CMS0023 2 WITHOUT THE EXPRESS WRITTEN PERMISSION OF EZ-ACCESS. SCALE: 1:6 WEIGHT: 20.400 SHEET 4 OF 4 8 b 4 3 2