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HomeMy WebLinkAboutResponse to Comments 8-24-20 MC )SS August 08, 2020 Dear Plans Review Team of St. Lucie County: submittals(d-)stlucieco.org Referencing 2007-0688 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 2 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 i 2101 N Andrews Ave PHONE 813.523.7847 Construction Managers Fort Lauderdale, FL 33311 WEB SITE www.mosscm.com Page 1 of 2 MC )SS 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 QI-s Water Cube AV NON- NON-POTABLEWATER 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 10'-0" 5'-4" DENOTES 33/4'(INSIDFJINSIDE) 3"x3"x1/4"THK ANGLE x63/4' C ANCHOR LOCATION 1'E"MIN LEVEL 12 GROUND ANCHOR LOCATION (TYR) Q 1 4'-0"x 10'-0" RAMP SECTION Q zo J5O' RAMP DONM(1:12 MAX) 0'-0" U O I;TE BEL; J LANDING 4R1007 _ LOWER END HOOP - 2'-6" RAMP DOWN(1:12 MAX.) - - - - N 12 1 /FINISHED GRADE WALKING SURFACE VERTICAL PICKET GUARDRAIL IIV THKTRANSITION PLATE F 1 1/2"x 6"AND 8"ALUM.DECK W/SLIP RESISTANT SURFACE 'IO'-0" 1O'-O" S'-4" � NOTE: 64" 264" NO OPENING WILL ALLOW A 4"SPHERE TO PASS THROUGH. TIE DOWN PLAN Fo SCALE:3a6" P-OW ©END OF RAMP VIEW 02 SCALE:3/4"-F-0" K MQ GENERAL NOTES: V'Z^ � ¢ L ALUMINUM RAMP, LANDING AND STAIR SECTIONS SHALL BE A RIGID, FREE-SPAN DESIGN, 10'-0" 2. DESIGN OF THE ALUMINUM STRUCTURES SHALL CONFORM TO THE CURRENT EDITION OF THE N 5'-4" 1-0 ALUMINUM ASSOCIATION SPECIFICATIONS AND GUIDELINES FOR ALUMINUM STRUCTURES W LEVEL 0 g 10'-0" 3. ALUMINUM CONSTRUCTION USING THE 6000 SERIES ALUMINUM ALLOYS STRUCTURAL MEMBERS TO BE 6061-T6, 6063-T6 AND 6005-T5ALUMINUM ALLOY ¢ - 4. ALUMINUM WILL BE STANDARD MILL FINISH UNLESS OTHERWISE NOTED. g 4 - 5. WELDING SHALL BE IN ACCORDANCE WITH ANSI/AWS D1.2-97 GAS METAL ARC WELDING (GMAW) - 6. ALL FASTENERS TO BE 18-8 (SERIES 304) STAINLESS STEEL UNLESS OTHERWISE NOTED. Z O 7. LANDING, RAMP, AND STAIR SECTIONS ARE TO BE ENGINEERED FOR A 10OPSF LIVE LOAD. 8. LANDING AND RAMP WALKING SURFACES SHALL BE DESIGNED FOR A MINIMUM CONCENTRATED VERTICAL LOAD OF 300 LBS APPLIED EVENLY OVER A 12"x12" AREA. STAIR TREADS SHALL J - C BE DESIGNED T❑ WITHSTAND A MINIMUM CONCENTRATED LOAD ❑F 300 LBS OVER A 4 INCH a Q AREA. - IRS 9. RAMP AND LANDING GUARDRAILS TO BE 42 INCH MINUMUM HEIGHT UNLESS ❑THERWISE SPECIFIED. (34 AND 38 INCH TWO-LINE RAMP RAILS AND 34 AND 38 INCH VERTICAL PICKEI ¢Q E RAMP RAILS AS WELL AS CUSTOM DESIGN RAMP RAILS AVAILABLE UPON REQUEST FOR E Ra1 SYSTEMS NO MORE THAN 30 INCHES ABOVE FINISHED GROUND LEVEL) J j O 81 E ELEVATION PLAN 10HANDRAIL ASSEMBLIES AND GUARDRAILS SHALL BE ABLE TO RESIST A LOAD OF 50 PLF E LL E APPLIED IN ANY DIRECTION AT THE TOP OF THE RAIL, = O 91 SCALE:3/16"=1'-0" Rat 11� HANDRAIL ASSEMBLIES AND GUARDRAILS SHALL BE ABLE T❑ RESIST A SINGLE 0 Z ELEVATION PLAN 3/4"x0.062' CONCENTRATED LOAD OF 250 LBS, APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP OF THE RAIL. THIS LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH THE Q o W"' SCALE:3/16"=T-O" PICKETS LOADS SPECIFIED IN THE PRECIDING PARAGRAPH. C Ng >>i ALL RECTANGULAR LANDINGS 12. INTERMEDIATE RAILS (ALL THOSE EXCEPT HANDRAILS), BALUSTERS AND PANEL FILLERS C SHALL BE DESIGNED T❑ WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 LBS ❑N 3 3/4"MAX.(INSIDE/INSIDE) o 2.-8• BLDG.SIDE 2"x5"xi/8" 11/2"xi"ANNE" AN EQUAL TO 1 SQUARE FOOT, INCLUDING OPENINGS AND SPACE BETWEEN RAILS. URS DECK ANGLE SNAP CHANNEL 13. GUARDRAIL SYSTEMS SHALL BE DESIGNED S❑ THAT A 4 (FOUR) INCH SPHERE CANNOT PASS SEE NOTE W/CLOSURE TOP OF LANDING THRESHOLD THROUGH ANY OPENING, U 6"OR8•SELF MATING EXTRUDED 14. DECK SURFACE SHALL BE SLIP RESISTANT, EXTRUDED ALUMINUM DECKING WITH A TRIPLE ALUMINUM DECK WITH I-BEAM, SELF-MATING DESIGN, z SLIP RESISTANT SURFACE 15. ALL SURFACES, MEMBERS AND THEIR WELDED JOINTS SHALL BE SMOOTH AND FREE FROM I4 LD \A 1 1/4•@ EA.LEG 1/8" 2"x5"x18• `,(y?\ SHARP DR JAGGED EDGES. I--1 w SELF MATING CHANNEL 1/2•@EA RIB 1/8" rc 16.ALL DESIGNS SHOWN HEREIN ARE SUBJECT TO CHANGE PENDING FIELD VERIFICATION ❑F I--r i*] � EXISTING CONDITIONS. NOTE: NOOPENING WILL ALLOW A4' ? E 2•x5"x1/8" SPHERE TO PASS THROUGH. SELF-MATING CHANNEL PRESSURE TREATED WOOD -4 �f BLOCKS(EVERY 18'TO 24.O.C. RAMP SECTION RAMP 6 NOTE: @ 1:12(5)SLOPE (HANDRAIL NOT INSTALLED) F 0.ALL OTHER LANDING 1- TYP. 7= N PROPRIETARY HINGE EXTRUSION RAILS SIMILIAR ALL LANDING WALKING CORNERS (SAME WIDTH AS RAMP) SURFACE 17/16"xi"x15116"x1/8" ` 1\j DIFFERENT TYPES OF ATTACHMENT: TOP OF DECK g-q^ WALL RECT.ALUM. 1.)FOR ATTACHMENT LIGHT GAUGE METAL JOIST:THROUGH BOLT WITH 5/16"DIA. _ TOP OF ( TUBE VERTICAL POSTS ___--- DECK PLAN VIEW 1"x3"xi/8"RECT. HEX-HEAD BOLT,FLAT WASHER,&5/16"NUT.(12.O.C.MAX.) ELEVATION VIEW ALUM.TUBE STRINGER, 2.)FOR ATTACHMENT TO WOOD:5/16•DIA.HEX-HEAD LAG SCREWS(12-O.C.MAX.) (EA. 3.)FOR ATTACHMENT CEMENT:3/8"DIA.HEX-HEAD SLEEVE ANCHORS.(12"O.C.MAX.) 7 �5'-4"LANDING RAIL ®5'-4"SO LANDING 7 T7 N7 L SCALE:11/2"=V-0" SCALE:11/2"=V-0" ©ISO a RAMP W/RAILING RAMP TO RAIL CONNECTION 18• 11/4"Ca3 EA LEG SCALE:3"=1'-0" SCALE:11/2"=1'-0" 1/8" 1/2'@EA.RIB � 5� URS CHANNEL TYR HANDRAIL 21/4" RAMP TO LANDING 0 ` #14 x 3/4•LONG SELF 2"x 5"x 3/16• 11.. DRILLING PAN HEAD SCREW 1 1(1.SCH.40 ALUM.PIPE CONNECTOR 1/4'x3/4'SELF C//�) (12-O.C.MAX) (1.660 OD x 0.14"WALL) DRILLING HEX HEAD "_/ J 1/8" 2-12 SCREWS 1/8" 2-12 > STAIR TO LANDING 2 1/a" ORAMP TO LANDING CONNECTION > O Y a Q U I I SCALE:3"=1'-0" CONNECTION 2 1/8" REDD TEAM EXTRUDED I f �—-] I �i DETAIL HANDRAIL BRACKET FBC 6TH EDITION (2017) Vui I STAIR STRINGER RS1 SLIP-RESISTANT STAIR TREAD EVERY POST L--J 2"x 8"x 1/8"ALUM TUBE SCALE:3"=1'-0" 1/4" 1 ' ) 0 O I 1 15/16" COMPLIANCE STATEMENT¢ 0 v 1 180 MPH(HOTiZ) //! -- 11^ 1-7/16"xi 15/ALU16T 1 8" 3.USEIC (TYPICAL) L_ O CROSS SECTION NOTE: 2"x5"x1/8" 1/8" 4�100 PSF O LANDING L---- SIDE VIEW SELF CANNTEC x UM. 5.HANDRAIL IMPACT:200 PSF WITH NO SHARPEDGESOOTH URS CHANNEL RADIUS EDGES Q� �DETAIL AT CONNECTIONS z xs"xva^ a DESIGN CRITERIA • U S1 2 3/4"X7 1/2"STAIR URS HINGE n a SCALE:NTS COMPLIANCE STATEMENT: EACH HANDRAIL DETAIL r— /�/�// OCCURANCE ,8• 1"-3" _J ( LJ_ J y EXTRUDED SLIP-RESISTANT SCALE:11/2"=1'-0" FBC 6TH EDITION 2017 rc ALUMINUM STAIR TREAD(TYPICAL) TOP OF 1/8" FfPC 6TH EDITION(201) H J a m 2015 EPCOT BUILDING CODE W 16&'17 SUPP. 1/4'x 3/4'LG SELF RAMP DECK m ^ - DRILLING HEX HEAD SCREW ALUMINUM TUBE "x1l 2015 EPCOT ACCESS.CODE W Y6&Y7$UPP v J EACH 1 OCCURANCE 1/g^ 1"_12^ RS1 r O CONSULTING ENGINEER r RAIL MOUNTING POCKET JULIO ORBEGOSO U 2"x 2"x 1/8"TUBE 1/4•x3/4"H.H.SELF 202 DORIS DR. EACH VERTICAL LEG 4'-0"LONG x"5/8" 1 1/4"x0.03s" �- DRILLING SCREWS(TYP) LAKELAND,FL 33813 (EVERY TREAD) 1'.. 1 1/4" TIE-DOWN EARTH STRAPPING ANSI& 1'-0"O.C.MIN. PE LICENSE#38769 ANCHOR WITH GROUND ASTM CERTIFIED 1/8" 1/2"@ EVERY RIB DOUBLE HELIX 4725 LB.MIN CAPACITY EACH AND STABILIZER PLATE OCCURANCE 1/8' 2-12 BEHIND ANCHOR F RAMP TO RAIL CONNECTION ECTION REVISION DATE: DATE: 04-24-2018 4725 LB.MIN CAPACITY SCALE:1 1/2"=P-O" F DRAWN: R.L.G. RISER PLATE 17 8"x 1/8"THK _ JOB#: RT-WS-D 1 )w.io oxr euoso SHEET NO. FL0121bA PE tt;3B�69 TIE DOWN EARTH ANCHOR nA�:0-02 2019 RS-1 SCALE:11/2"=V-0" 0 a sr-rvarrM IIsK 8 6 4 2 F F 1� 7,. _ 8 8" E 5 5.5" B2 B2 3'_8 13„ 4, 6 1 „ 16 2 E LL 715.511 oo 5'_3 �6 D 1 3 ISOMETRIC VIEW c c 3'-6 8,, TYPICAL 3'-0" TYPICAL GUARD HEIGHT HANDRAIL HEIGHT 3 2 2'-11 6, B B F5 F5 UNLESS OTHERWISE SPECIFIED: NAME DATE EZ JSCCE55' DIMENSIONS ARE IN 700 MILWAUKEE AVE N INCHES DRAWN C.KLYN 10/01/10 ALGONA WA 98001-7408 TOLERANCES: FRACTIONAL±1/8 CHECKED TITLE ANGULAR:±2DEG. 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 CM5��23 2 CONTAINED IN THIS DOCUMENT ARE SERIES ALUMINUM PROPRETARY 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 R.7 ttix 8 6 5 4 STEP GUARD SQUARE F POST OR PICKET F 3" (TYPICAL) 1 1/2" SQUARE x 1/8" WALL SQUARE PICKET 1 1/2" HANDRAIL (TYPICAL) WELDED TO BRACKET WELDED TO TOP & BOTTOM RAIL (2/GUARD) 1 1/2" x 1 1/2" x 1/8"ANGLE PICKET O 1 16 WELDED TO TOP & BOTTOM RAIL (TYPICAL) 1 1/2" SQUARE x 1/8"WALL 7 E2 11 TOP & BOTTOM RAIL (TYPICAL) 1 E E 3 16 STEP GUARD 2 11 „ 4 16 (TYPICAL) 16 HANDRAIL BRACKET 1 1/2" LONG (TYPICAL) E2 5/16"-18 STAINLESS STEEL BUTTON HEAD BOLT 2'-1 2" 2 6" WITH NYLOCK NUT & FLAT WASHER (TYPICAL ALL HANDRAIL ATTACHMENT LOCATIONS) DETAIL 3 TYPICAL HANDRAIL & BRACKET SCALE 1:2 (SHOWN PERPENDICULAR TO GUARD FOR CLARITY) D TOP RISER CLOSURE WELDED TO ADJACENT TREAD EXTRUSIONS & CORNER POCKETS & ATTACHED TO PLATFORM WITH 1/4" STAINLESS 1 1/2" SQUARE x 3/16"WALL GUARD POST STEEL SELF DRILLING SCREWS WELDED TO TOP & BOTTOM RAIL (TYPICAL) c 3 8" (TYPICAL) RISER CORNER POCKET INCLUDES c (2) 3/8"-16 STAINLESS STEEL SET SCREWS FOR SECURING GUARD POST (4/RISER) 0 1 1/2" HANDRAIL (TYPICAL) 6" RISE SIDE RAIL WELDED TO CORNER POCKET (TYPICAL) 1'-5" (TYPICAL) HANDRAIL JOINER ASSEMBLY 8 RUN TYPICAL RISER CLOSURE WELDED TO ADJACENT TREAD EXTRUSIONS & SIDE RAILS SECTION 132-132 TYPICALSTEP CROSS SECTION 5/16"-24 STAINLESS STEEL SOCKET NOTE: NUMBER OF RISERS SHOWN MAY NOT HEAD JOINER SET SCREW 1 1/2" x 1/2" x 1/8" CHANNEL CLEAT MATCH ACTUAL RISERS IN SYSTEM WELDED TO SIDE RAILS (TYPICAL) TREAD EXTRUSIONS WELDED SECTION E2-E2 HANDRAIL CONNECTION DETAIL TO CHANNEL CLEATS (TYPICAL) 1:1 SCALE (TYPICAL ALL LOCATIONS) PROPRIETARY AND CONFIDENTIAL EZ I�CCE55' ©EZ-ACCESSOO,A DIVISION OF 700 MILWAUKEE AVE N n HOMECARE PRODUCTS,INC. ALL ALGONA WA 98001-7408 RIGHTS RESERVED. ALL TEXT AND IMAGES CONTAINED IN THIS SIZE DWG. NO. REV DOCUMENT ARE PROPRIETARY AND MAY NOT BE SHARED,MODIFIED, CMS0023 2 DISTRIBUTED,REPRODUCED,OR REUSED D WITHOUT THE EXPRESS WRITTEN PERMISSION OF EZ-ACCESS. SCALE: 1:8 WEIGHT:2156.98 SHEET 2 OF 4 8 b 4 3 2 8 6 4 3 2 DRAIN OR 8" F 5'-4 5/16"- 5' PLATFORM GUARD 3X 0 F ANCHORING HOLE 1 1/2" SQUARE x 1/8"WALL TOP & BOTTOM RAIL 1 8" TYPICAL 3 8" TYPICAL WELDED TO POST FOOT GUSSET (3 PLS) 1 1/2" SQUARE x 1/8"WALL SQUARE PICKET + WELDED TO TOP & BOTTOM RAIL (2/GUARD) E 78 3" SQUARE E 5 68 POLYMER FOOT 3'-68" TYPICAL 1 1/2" x 1 1/2" x 1/8"ANGLE PICKET + 5„ GUARD HEIGHT WELDED TO TOP & BOTTOM RAIL (TYPICAL) 48 21 „ 2 2" SQUARE PLATFORM GUARD POST 12" SQUARE X 1/8" WALL LEG 1 1 1 (LENGTH VARIES WITH LOCATION) 1 4 2 2 1 „ 5/16"-18 ZINC PLATED BOLT 3 2 WITH LOCKNUT THROUGH 4 5„ FOOT & LEG 8 65„ 8 52" 32" SECTION F5-F5 TYPICAL FOOT DETAIL SCALE 1 : 2 DETAIL 1 TYPICAL PLATFORM GUARD PLATFORM LEG PLATFORM DECK C TINE WELDED TO ENDS OF PLATFORM WALKING SURFACE c PLATFORM GUARD TOP & BOTTOM RAIL PLATFORM GUARD POST PLATFORM SIDE RAIL PLATFORM LEG 3/8"-16 STAINLESS STEEL PLATFORM GUARD PLATFORM CORNER POCKET SET SCREWS (3/GUARD POST) CORNER POST CONNECTOR CHANNEL 4 1 C3 J 3/8"-16 STAINLESS STEEL SET SCREWS PLATFORM SIDE RAIL PLATFORM LEG FOR SECURING LEGS (8/PLATFORM) SETSCREW SECTION C3-C3 CORNER POCKETS WELDED TO SIDE RAILS (4/PLATFORM) SCALE 1:1 PROPRIETARY AND CONFIDENTIAL EZ I1.CCE55' 2"x 2" x 1/4"ANGLE GUSSET WELDED TO ©EZ-ACCESS®,A DIVISION OF 700 MI LWA UKE E AVE N A CORNER POCKETS & SIDE RAILS (8/PLATFORM) DETAIL 2 PLATFORM & GUARD CONNECTION RHOMECARE IGHTS ESERV ED. ALLSTEXT ANDL QIPW ALGONA WA 98001-7408 SCALE 1:2 IMAGES DOCUMENT A EINED IN THIS PROPRIETARYAND SIZE DWG. NO. REV MAY NOT BE SHARED,MODIFIED, CMSOOZ3 DISTRIBUTED,REPRODUCED,OR REUSED D WITHOUT THE EXPRESS WRITTEN PERMISSION OF EZ-ACCESS. SCALE: 1:8 WEIGHT:2156.98 SHEET 3 OF 4 8 b 4 3 2 1 8 7 6 4 3 2 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 E BRACE BAND (4/ASSEMBLY) 5/16"-18 GRADE 5 RIB NECK CARRIAGE BOLT WITH FLAT WASHER&NUT ON CENTER (1/ASSEMBLY) ° 5/16"-18 GRADE 5 SQUARE NECK CARRIAGE BOLT ° WITH FLAT WASHER& NUT(4/ASSEMBLY) c c DETAIL A B B NOTE: CROSS BRACE ASSEMBLIES COME ASSEMBLED WITH THE CENTER BOLT, NUT&WASHER THEN ARE FIELD CUT& DRILLED AT THE ENDS TO FIT THE SPECIFIC LOCATION. PROPRIETARY AND CONFIDENTIAL EZ—At'CCE55' ©EZ-ACCESSOO,A DIVISION OF 700 MILWA LIKE E AVE N n HOMECARE PRODUCTS,INC. ALL ALGONA WA 98001-7408 RIGHTS RESERVED. ALL TEXT AND IMAGES CONTAINED IN THIS SIZE DWG. NO. REV DOCUMENT ARE PROPRIETARY AND MAY NOT D CMS0023 2 SHARED,MODIFIED, DISTRIBUTED,REPRODUCED,OR REUSED D WITHOUT THE EXPRESS WRITTEN PERMISSION OF EZ-ACCESS. SCALE: 1:6 WEIGHT:20.400 SHEET 4 OF 4 8 b 4 3 2 NOTES: MANUFACTURERS DATA PLATE, STATE LABELS AND EMC LABELS ARE TO BE LOCATED ADJACENT TO ELECTRICAL PANEL. • 60'-0" 52'-2" 47'-2" 39'-6" 25'-7" 14'-10" 6,-2„ 1 ' 2" 12'-0" 7'-2" 25'-8' 12'-0" 3260 VS 3260 VS 3260 VS LINE PLENUM W/ WHT VINYL WHT VINYL 13 —6 WHT VINYL 1/2" GYP. BOARD LOW E. INS LOW E. INS LOW E. INS FO (TYPICAL) 0 PANEL 'A' I ® I 125 AMP E.P. LL 120/24OV.,10 CD I MOP SINK R.R. I�� OPTIONAL SITE INSTALLED OFFICE �I VCT I COFFEE BAR OFFICE cvi VCT i� _ _ _ I VCT �+�+ a0 >z Z F_ 7 I FSSI- ° RIGHT MOD. IRR I 05;Lj =o I �° L STL JAMB o — STL JAMB PRIVACY cn}? F- EEMAX W/H >Z (3680HC I I 3680HC o - o>wTL JAMB STL JAMB I o cD 0ASSAGE I I PASSAGE SITE I FOUNTAIN — — — — — — — — — — 2 LAYER 1 3 4 X 24" LVL RIDGE BEAM J I _ _ _ — — SITE INSTALLED / — — — — — — — — — — — — — — — — — — — — — — — N F F 3680HC L — — J OFFICE WORK AREA O 3680HC o >Zz STL JAMB STL JAMB I o PASSAGE VCT PASSAGE �`' 0 04~ M O J N V)�-Z 00 o>w ° FSSI- CI=o LEFT MOD. OFFICE OFFICE VCT VCT I CD PANEL 'B' 125 AMP E.P. 120/24OV.,10 3260 VS 3260 VS 3260 VS 3260 VS WHT VINYL WHT VINYL WHT VINYL 13 —6 WHT VINYI. LOW E. INS 43 -2 LOW E. IN . LOW E. IN . LOW E. INS. 12'-0" 33'-4" 12'-0" 52'-2$$ 47'-2" 3680TELSTAR 35'-6" 22'-10" ROUGH-INFUTURE „ 6x30 VB FOR FUTURE 14 —10 6 —2 SAFETY GLASS DOOR BY TEL LEVER LOCK OTHERS IOL JQ on Wdjar UIFF OAGENCYAPFlFAVAL 71 pFIMeCMPLY7eF1 M R01 MM~CRNWMLC010 P= 1YFY00lEIIOICIION cm MDFCFERE7071E FOuxO OFtlnw COLUMN STRAPPING SCHEDULE: �mw s OA (2) 2x4 SYP #2 THIS HALF. © (2) 2x4 SYP #2 EACH HALF nw.1s �o� 1w F FaMWCF © (3) 2x4 SYP #2 THIS HALF. OD (3) 2x4 SYP #2 EACH HALF. gkwAal:ra. AUMM OFRXKM 7 w�rluF�cnrFee Fes plmM 44m f1RR1 OE (4) 2,4 SYP #2 THIS HALF. OF (4) 2x4 SYP #2 EACH HALF. TEXAS INDUSTRIALIZED BUILDING CODE COUNCIL APPMWALa1,7E 09-28-17 This document is approved pursuant to HMVBLoMY OG (5) 2x4 SYP #2 THIS HALF. OH (2) 2x6 SYP #2 EACH HALF. the Industrialized Housing and Buildings Act. K z, HUNW WZa 1a DRA No. 21 IBC %,O IRC WITH RIDGE BEAM BEARING STIFFENER Date: 09 28 2017 NOTES: EMC DRA Signature: 1. ALL COLUMN STUDS SHALL BE GLUE/NAILED TOGETHER. + f PVA GLUE WITH 100% COVERAGE SHALL BE USED. 2. INSTALL TWO STEEL STRAPS AT EACH STUD OF EACH COLUMN. 3. COLUMN STUDS SHALL NOT BE NOTCHED OR BORED. Reg. P.E. Firm Name: James E. Bradley Firm Reg. # F-1285 CONSULTING ENGINEER JAMES BRADLEY, P.E. - 212 FOX TRAIL- PARKESBURG, PA. 19365 - (610) 857-2458 OF M, LIP,/ ►►►► ++++Bq Vf, �� FIRST STRING SPACE !� 892 RAILROAD AVE. EAST s,•*Ca� - • 'G � alr%= PEARSON, GEORGIA 31642 (912) 422-6455 * ,� •. DATE: 9-20-17 28, 017 • 1669E SCALE : 3 16"=1'-0" WILLIAMSCOTTSMAN 38W CODES: SEE NOTES $ STATES: FL, TX REVISIONS: BY: �►�� *a' ► '� '• STATE OF � J.B. 1pMALE OR►v , FSS-24X60 1 RR) '�' ........• G\ l���ti SHEET ( �f`''hyry�s�dNAt►EN,,,.••�` 23'-8" x 60' BUSINESS—STOCK FIRST STRING SPACE INC. 2 OF 7 OUR STRENGTH IS TEAMWORK FLOOR PLAN