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RC-18-102Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number. INSP-000797-2018 Permit Number: RC-1-18-102 Scheduled Inspection Date: October 22, 2018 Inspector: Naranjo, Ismael Owner. NANCY AQUILINO Address: 9148 N MIAMI AVE Miami Shores, FL Project <NONE> Contractor LUXE CONSTRUCTION GROUP LLC JOZSEF Z NAGY Permit Type: Building (Residential) Inspection Type:. Building Final Work Classification: Alteration Phone Number: Parcel Number 1131010140010 Phone Number: 7869728943 Building Department Comments PLACING AN ADA WHEEL CHAIR RAMP IN THE FRONT OF THE HOME REQUESTED WITH A LETTER FROM NANCY'S DOCTOR Checklist Item General Comments Passed False Comments Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. October 19, 2018 For inspections please call: 305-762-4949 Page 2 of 41 DESIGNED FOR: 101 MOBILITY BY: APD COMPANY. 5221 OLEANDER DRIVE. WILMINGTON. NC. 2E3403 GENERAL NOTES: • • • • • • • • • •• • •••• • • •••• • • •••• • • • • •••• • • • • • • • •• • • • • • • • ALUMINUM RAMP. LANDING SECTIONS DHAL.L BE A RIGID, FREE SPAN DESIGN. • • • • • • 2. ALL ALUMINUMCONSTRUCTION USINGSC30i0 SERIES ALUMINUM ALLOYS, ,ALL MEMBERSTO HE.. •• • •• • 60 1-TL DR ED53-Te5 • • • •• • m, AL.UM1NUM WILL. F3E STANDARD MILL FINISH UNLESS OTHERWISE NOTED. d, WELDING WILL BE IN ACCORDANCE WITH ANSLAWS Di .2-9.7 GAS METAL AR'_ ".' [...DINS GMAWI F:lRDCESS BY EXPERIENCED OPERATORS. S. ALL FASTENERS TO E3E GALVANIZED A307 UNLESS OTHERWISE NOTED, 6, L.ANDIN( AND RAMP SECTIONS ARE TO F3E ENGINEERED FOR A 1 00 P0F LIVE LOAD. LANDING AND RAMP SECTIONS SHALL BE DESIGNED FOR A MINIMUM CONCENTRATED VERTICAL LOAD OF 200 LESS APPLIED EVENLY OVER A 1 2' X 1 2' AREA, B. RAMP AND LANDING GUARDRAILS SHALL BE A MINIMUM HEIGHT OF 34" ABOVE THE RAMP OR LANDING DECK SURFACE, 9, RAMP AND LAND/NG GUARDRAILS SHALL BE DESIGNED TO RESIST A LOAD OF SO PLF APPLIED IN ANY DIRECTION A7 THE TOP OF THE RAIL. 10. HANDRAIL- ASSEMBLIES AND GUARDRAILS SHALL BE ABLE TO RESIST A SINGLE CONCENTRATED LOAD OF 200 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 LOADS SPECIFIED IN NOTE NO. 9. 1 1 , DECK SURFACE SHALL BE A SLIP RESISTANT, EXTRUDED ALUMINIUM DECKING. 1 2. ALL SURFACES, MEME3ERS AND .1..HEIR WELDED JOINTS SHALL BE SMOOTH AND FREE FROM SHARP DR JAGGED EDGES, • • • • � • • • • • JOB: STAMP SPEC DATE: 04-0 1 -20 1 3 DESIGN: JDH DRAWN: JDH RICH( CHECKED: JDH APD COMPANY 5221 OLEANDER DRIVE. WILMINGTON, NC. 28403 DRAWIN[. NOT' ID 6 ILTINta _ APO COMPANY F POSSESSION TO 'THIS DRAWING. THE DESIGN DR THE DRAWING MUST' NUT, WI T'HOUT WRITTEN PERMISSION OF APO COMPANY, BE PUBLISHED. COPIED, REPRODUCED, MANUFACTURED OR EXPLOITED IN ANY UNAUTHORIZED WAY. SHEET NO:COVER REVISION: t'i1 E, .J L 1 F-1 r• 1_ N 1„.J ,\,•1 Lk1 .2F E 1 ,F.Ti K 3.- L....... P E. E IF , , • r. •••. !E! • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • I- • F.; : e;.-;: • . A-. , r.e.•••••';'-: iF••f" • • • • • •• • ••• • • ▪ • • • • • ▪ • • • • • • • JOB: STAMP SPEC DESIGN: JDH CHECKED: JDH DATE: 04-01-2013 DRAWN: JDH APD COMPANY 5221 OLEANDER DRIVE. WILMINGTON, NC. 28403 SHEET NO: 1 REVISION: W7THWID'UNT6W'R'ITVEUN-PERMEIOVIO'N'IrA-PADWE'ORML%'LNY'S, BE"PUBLISHED, REPR-ElOjU-.CED, NI'ANUEACTURED EXPLSITED IN ANY UNAUTHORIZED WAY.. I • E:T.) 'YEfi? E: ST CEET- FEAT)-1- ',1"••-:EL:E.:::D1 FE; DtTi E .(7.) LT11D ILK r--.;ECE:El- E. ET; T 1 17:3 S E Ir 2riEi" - 2: El Alattikx;*14.1:4;4440.4.;t".4,",.' E) TfEi X L2T. E FEE1 E >,-ET rE) rE, Hn\ELE,...11 Li Li FE R <<:k C E 03, • • • • • • • • • • • • • • • •• • • • • • • • • • • • • c‘irk • • • • • • • • • • • • • • • • • • • r • • • • • • • • • • • • • • • • • • • • • • • • • • • • JOB: STAMP SPEC DESIGN: JDH 1 CHECKED: JDH DATE: 04-01-2013 DRAWN: JDH APO COMPANY 5221 OLEANDER DRIVE. WILMINGTON, NC. 28403 DRAWING NO TO S-CALE. ExIsrING- _AW RRCTIEC TS APO LOMPANY RIGHT bF POSSL=ION TO THIS DRAWING.1.-IE DELAGN OR 1HE DRAWING MU., NOr, WITHOUT WRITTEN PERMISSION OF APO COMPANY, BE PUBLISHED, COPIED, REPRODUCED, MANUFACTURED OR EXPLOITED IN ANY UNAUTHORIZED WAY. I SHEET NO: 2 REVISION: • • • • •• •• • • • • • • • • • •.• ': • • • • • •• • •• • • • • D JOB: STAMP SPEC DESIGN: JDH CHECKED: JDH DATE: 04-0 1 -20 1 3 DRAWN: JDH APD COMPANY 5221 OLEANDER DRIVE. WILMINGTON, NC. 28403 SHEET NO: 3 REVISION: DRAWINE. NO1 TU GLALE. LX1.TING _AW PROTECTS APLI LOMPANY NIGH, _IF VUSS ESSIUN UNAWINU. iE NESIUN OR THE DRAWINL. MUBT NUT. WITHOUT WRITTEN PERMISSION OF APO COMPANY, BE PUBLISHED, COPIED, REPRODUCED, MANUFACTURED OR EXPLOITED IN ANY UNAUTHORIZED WAY. L u K.. L..3 /\NLj NN= E r\1LONE1:.11 • • • • • • • • • . . • • • • • • ,!. : :•') • • • • • • • V./H. T N Ei: • . • •• ••• •• • • • • • • • • • • • • • • • • • • JOB: STAMP SPEC APD COMPANY 5221 OLEANDER DRIVE. WILMINGTON, NC. 28403 DRAWING NOT 10 SCALE. EXIST1Nt LAW PROTECTS APO COMPANY RIGHr F PDSCLSLIUN U N,' DRAWING. T E DESIGN OR THE DRAWINL, MUL.1 NO, WITHOUT WRITTEN PERMISSION OF APO COMPANY, BE PUBLISHED, COPIED, REPRODUCED, MANUFACTURED OR EXPLO,TED tN ANY UNAUTHORIZED WAY. I DATE: 04-01-2013 DESIGN: JDH DRAWN: JDH CHECKED: JDH SHEET NO: 4 REVISION: • • • • • • • • • • • • • • • • • • B 172 ZELED A DK V VI L'rEi H.EX HEAD ki."3 inL. ES iN CFLE A • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 'A' I "T- IIIIIEL E «L ED [1:3 (711 JOB: STAMP SPEC DESIGN: JDH 1 CHECKED: JDH DATE: 04-01-201 3 DRAWN: JDH APD COMPANY 5221 OLEANDER DRIVE. WILMINGTON, NC. 26403 DR*WING NOT TO WITHOUT WR I TT N SCALE. '4 A-RAOW AEcrX 13APD S'N'TOV, P' I rE 'RPE'FIVITOSU'0 LE'N , 'MA.N"UTAUCT'UrE"De0 TREE% ZT1-1".'7,:l'A'a opawlNu MuCt NUL. SHEET NO: 5 REVISION: • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • IN11111111111111111 =91 r 2.E LJb,c,,k • A , '7111; (.1 • 3 '‘; DkPLE E E Atr0 S , E: F". F.3 71 f c. E r3R • • R 3. . • • 1„; • 1-1--1 P • "..•.,* • • • • • • - , E 1 N '' • • • • 1 71'T.. • • • • • • • . r -'2", 1.; '2:• • • • 0"E v._ r:D Fr: • • • 7)1.: 1-%"' RE) E •••• A J P -4,-'47,; • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 11111111111111111111 JOB: STAMP SPEC DESIGN: JDH CHECKED: JDH DATE: 04-01-2013 DRAWN: JDH APD COMPANY 5221 OLEANDER DRIVE. WILMINGTON, NC. 28403 Wp ITHWO'Ll"T'WNRUI 111- 10 FERLIN'l ''11'DSN'ING P.-41W , C7,7 TV' 137 L %1"PANV I P'ITE ,F RTP 1,10%.'C'N E , 1 1,40 ,4"1"j ;',a'S 'LI': ON OR "L N 'LI AAWLJ VH% RU S T Nor. I SHEET NO: ACH1 REVISION: , C f.) y',1 K, H1E: , R L, I t',.,LE31"./.\ I.._ E. 11:7:1:11K,13 CD:7 E S 17;3. TYP 1LJ L7, T-••••'...4 E'.•;.!...\ P. Y D tl] cjL„. 6-4 T 1111111111111111It' ..I 11111111111111 1 1 " JPHftETTC•------- J 6 6 R P 1111111111111111111 • • • • • • 00 • e • • • • • • • • • • • • • • • • • • • 11 • • • • • • • • • • • • • • • • • : •: •• 7 i•• •• ••• -•••• • •• •T • . 4,, • S 1E • • • • • • JOB: STAMP SPEC DATE: 04-01-2013 DESIGN: JDH DRAWN: JDH 1, CHECKED: JDH APD COMPANY 5221 OLEANDER DRIVE. WILMINGTON, NC. 2B403 SHEET NO: ACH2 REVISION: • s R E.3 r-j3 El ED IR 17::HA F N t E.... Er)• L.. E 1.75 FE c77fl 4•1<,:7 T:4 • F • iE E S • • • • • •• • • • • • •••• • • • • "••• •••••• • • • •••• • • • • • • •••• • • • •• •• • • • ee • • • • • • • • • • • • •• • • •• • • • •• • • • • • • • • • JOB: STAMP SPEC CHECKED: JDH j APD COMPANY 5221 OLEANDER DRIVE. WILMINGTON, NC. 28403 w07THWCI'll"T'WNI3'ITT1E0N S I O'1INSN 0 A -P COMPANY, BE PUBLISHED, COP IE R'E'PROUU=C'011 , WATN'U' UC rP E"'D'In 'E% ITE'D N' RNAAWU TNMSEI I,M1 'E ',PAT; I DATE: 04-01-2013 DESIGN: JDH DRAWN: JDH SHEET NO: XFRA REVISION: AMRAMP PRO Series •• ••• • • • • • •• • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTES: LOADS: (Site SQecificj 1. RAMP WE LOAD • PSF 2. NO SNOW LOADING 3. NO FLOOD LOADING 4 WIND: WIND SPEED= MPH RISK CATEGORY = EXPOSURE • C Kn. • 1.0 WIND DESIGN PER ASCE 7-10 CHAPTER 29 RISK CATEGORY • SS • Si • SRE CLASS = S. = CS • R• 6. ALLOWABLE SOIL BEARING • 1500 PSF 5. SELSMIC CODES: 2015 IBC MASS BUILDING CODE - 8TH EDITION 5 4 3 2 1 (.l‘lce? �Side View: TOTAL RISE - L36C L36C C 1.2356c L 28" 28" L3628" 22 36CL36C Top View: NOTES 1. Rev None 2. Amramp Pro 5' •.+ 6' 1L24C L24C 6" 13" ■.■ ■.■ L24C 10" ■ 4' o44rProve) 28" RISE / 28' RAMP 1.00" RISE/ 'RAMP L24C L24C L24C 6" 6" 6" ■ ■ BTP L12C 5' -}-- 4' 2 .❖.❖•❖.❖.❖. !VN4ii4* B55EL ••1••./••RtTiii i•••1i•i••••••••••••••••••••••••••.••�••••i►•••2•••••��•••r•.• . 0• ��.i•�.i••1 ‘••••••••�••i�• L36C L36C L36C L36C L36CL3L24CV•�Nk0,•BPS BPM B55EL B5 5L B555L B5M5L B555L ,12 B55 1_;;mg,;_;•..: ,••..••••_•BSMSL 8555L ••••••••••••i•i•i i• iiiiii•i•i'i•i•i•i'ii*iiiiii•iii•,44V•4.4.;!-(.4 •ii<iiii.•.4kr+t1,4 iiii'111�,4X., • • ❖.V.❖••••••••••••••••'A••••••••••••••••.•••'.•.+!•<•••<••••••.•<.••<••.v.*••'i•••• ••••••• ••••••••••••••.4.0.•••.••<.•<..•<••<.•••i•••••••••••••••••1�••••••••i••••••••►•••••••••••• n•••••••O?4•••�••�••i i i•i• i•i ii �i•i i iii i��•4O•i•i i•iii*i•i i•i•ii•O•+••<ii•<:<••<<•••O•••'... •. • v...•44•1./••g•••••••p••••••t••••••••• ••....••4..••• •.�•.1•1114 4444 vat • • • ELEV. = 0 L12C B55EL L12C P5 BPM BPC L36C L36C L36C Li�G .• L 4C� L 6C L36C L36C 32' 955ER B5M5R B555R B SR •; B • • • BPC L24C L24C ... . . . . ... . . • . • • • • . . • . . ... . . . • • . . . . . . . . • .. . • . . . .. .. ... • • . .•• • • B4C BPC L • amain 800-649-5215 rj Job Name: Aquino/ Miami Shores, FL Location: Amramp Miami Requested: Michelle B. Phone: 888-243-1823 Fax: Date: 4-2-18 Zip: 33166 brawn By: Peter Checked By: James Job Number: Ala 42.50 42.50' 3' 0 Ill A v TYP.12" TYP. 17' ii11111111111111111111111111 iiiil1 ._a/.-10t30-29��30„�,_,.�y,_6..j'93-0t-,,..j,,•_5•.y3_10• J.,•_1 j„•_i�•r Typical Ramp Elevation view Straight. TYP.12' AIM TYP.12" TYP.12" 1111 IIllllli11111 ill 1111 Illlllll11[1111I IIIIII11III n 4 2.150" 1 ... inlllllllll� 1�,1. TYP.12' -A...," .I'7 4" y2. 6..� 2'_9" y 3, 0" y2. 4" y2. S'1"2-4'.t2. S't 3'-11" t 3'-11" t -11 Illll 42.50" TYP.1J 42.50' Typical Ramp Elevation view with Switchback. TYP.12" m v r 42.50" (IIIIIII Iillllllll IIII Mil;! IIII{IIII� 3. 0" �� IIII�' IIIIII IIII• 42�ti0 Typical Ramp Elevation view 5x10 Platform Start. TYP,1 ' 42 50" --- 1111 TYP.12' TYP.12 TYP.12' Ili�l Il'. Illll_i it l ll iil l IIII l 1Il111;ill IIIIII it llllll'llill llllllllll IIII II (IIII ' 42y�0- I II II .j?'-4 0' f 3'-0' '-10' 3'-0" '-4' f2' 42,10' 3'-0" f -4t.61 "2'_l l' ' 10't Typical Elevation view of Ramp 90. .•__•••_•_•_-_.•-. • • _... I MMNLESS OTMERWIS! SPECIMEN. • • I-i� _.__ _ • - • •-•-•-•-I-i _!_._. • • e. DIMINSION,ARE INMNGHES • 1 BRAWN. ittERAPICEt: • • • • •--• •-- FRACTIONAL ± CHECKED ANGULAR: MACH± BEND ± I ENG APPR. TWgP�CE DEC( AL + • iHREE?LACE DGC MAL.± • IMFOAPiR. • • (• _ -• METiile : • • I QA• • • •TOLERANCINGPiR• • taMMENTS: MATERIAL Miasn • • • •-) • • • • • • • • 1 • • • • • • • • • I • • -• • • • •-•----- •--I • • • •ego :CT SC�ED�ANING• 1 •• •� r Typical Ramp Plan view Straight. 11111.111. �— 6'-0" yI 5' 0" + 5'-0" 4-0"+ 4'-0" I 3' 0" .12' 0':I' Typical Ramp Plan view with Switchback. --r ,.. --- 6.-0.. --t- 5' 0., - 5-0„ -t 4'-0" t 4'-0" t 3'-0.. 7-0," Typical Ramp Plan view 5x10 Platform Start. J. 4 71. 5\ t5'-0.' t- 6-0 - 6.-0.. 5_0.. t 6.-0, -t 5,-0,. y. 4'-0" L3'-0't_0" Typical Plan view of Ramp 90. NAME DATE r AMERICA'S LEADING RAMP SIZE DWG. NO. ---_ REV A Commercial Ramp; None; SCALE: I :96WEIGHT: SHEET 2 OF 5 1 3 42 50 TYP.1.5'k1.5' V 14GA BObI Picket 3/4' 48.00 16GA Picket Tube TYP. 111111111111 3/32' — 42.50 4.80' — 30.875 0.375 — 14.875 /16" 3/4" 1.00 — IY TYP. Elevation View of 4' Picket O IYP. C �n 51.50 27.50 3.50 0 2.00 TYP. Commercial 4' Ramp Section TYP. Elevation View of Picket and Bracing O TYP.> 3/32"V TYP.I.511.5" I4GA 13Ok61 Plket IYP.> 3/31 V TYP. 60.00 3/4"4/4" 16GA Picket Tube TYP. 27.625 4.8' — 30.875 0.375 — 14.875 1/16"D3/4" 1.00 4100 TYP. Elevation View of 5' Picket O I T T T T — 51.50 — 2750 1— 3.50 0 2.00 TYP. Commercial 5' Ramp Section O 1Y TY 1.25'k1.25"jVA VV. . • • • •--. • • • • • • • [ NL!SS OTHERWISE SPECIFIED: • • ' • • • • • •1/8" k 314• •• " • • • • DIMENSIONS ARE IN INCHES 2 00 9.00 • • T . • • M • • •• Ff2IdCES: Ivan able 375 FRACTIONAL± lengths)04'k4NI/8"Plate ANGULAR: MACH± BEND ± i.125 TWO PLACE DECIMAL ± • • • CO • THREE PLACE DECIMAL ± • • • • • • • ill • • • • • • • • • • • • • • • • • • • •• • • • • • • • • •RO/RIEMRY AND CONFIDENTIAL TYP. 1.25"x1.25" 1'�GAI 80k97 ieg 7 . , \ THE INFORMATION IS PROPERTY OF IN IS ,�nDRAWING• ) <INSERT COMPANY NAME HERE>. ANY • • • • • • • • . i2EPROq►JCTION IN PART OR AS A WHOLE • • • • • /WITHOUT THE WRITTEN PERMISSION OF • • • • • • kI^N��E�'R1,T�CTOMPANY NAME HERE> IS •• •• • • • • . . • •• • • • • •_- 3/32' 6000 3/453/4" 16GA Picket Tube ttP ,1111110111 3 r TYP 27.75 1/16" i 3/4' i I 42.50 TYP. 1.5-1.5" 14GA 80k i Picket — 30.875 0 375 — 14.875 1.00 0 TYP. 1.5'k1 S' 14GA 80kb Picket TYP. Elevation View of 5' Picket O T T co co 56.00 L 2k2k178" TYP. T T T T T I 1 - 56.50 ►— 51.50 •— 39.50 1-- 32.50 27.50 1— 20.50 1— 8.50 TYP. Commercial 5'x5' Platform O ami AMERICA'S LEADING RAMP SIZE DWG. NO. REV A Commercial Ramp None SCALE: 1:16,WEIGHT: I SHEET 3 OF 5 1 1 5 4 3 2 42 50 TYP.1.5"xl.5" 14GA 80ksi Picket 1./5 01.25" 14 GA Hondroil 48.00 2.00 _1 . PhitNps Head Screw Straight Rail Brackets Hex Screw and Nut Romp Section 36 00 Mounting Bracket 1.25'k1.25" 12GA 80ksi Leg Ramp Cross Section - IBC o 14.575 42 5' 20325 I TYP,1.55(1.5" 14GA 80ksi Picket 48.00 01.25" 14GA Hondroil Phillips Head Screw Straight Rail Brackets Hex Screw and Nut Ramp Section 1.75 3600 2.00 Mounting Bracket 1.255(1.25' 12GA 80ksi Leg Ramp Cross Section - AAB O Ramp Section/ Ploltonn Nut Standard Washer Mounting Bracket Hex screw TYP. Standard Washer Bracket to Section Connection O Concrete 1.25k1.25" 12GA 80ksi Leg Simpson 3/8k4" Titan HD or Equiv. TYP. Concrete Anchor 5 1.55,1.5" 14GA 80ksi Picket Connector Caps Handrail 0.3125 Lock Washer ,Min. TYP. 8" 1.5"x1.5" 14GA 801(si Picket #2 Max. Handrail Span 48' Icket Frame 1.25k1.25' I2GA 80ksi Leg Handrail bolted to Bracket and Picket - IBC O 1.5'x1.5" 14GA 80ksi Picket # 1 Connector Ca Handra 0.3125 Lock W TYP, 8" INV 111111111 � • djilil" I Picket Bracing _I 1.5k1.5' I4GA 80ksi Picket #2 Handral #1 Max. Handrail Span 48" 1.25541.25" 12GA 801csi Leg Handrail bolted to Bracket and Picket - AAB O 4 Asphalt • • • •• • • 1.25111.95" likGMBOksllilege • • • • • • 59,0 Nu Standard Washer 4" Hex Screw with Standard Washer TYP. 4" Hex screw TYP. Standard Washer Sell Topping Tex Screws through the Mounting bracket into Leg Ramp to Ramp Connection Detail O 24.0 r 22.5 1.50 1.875 TYP. Top view & Isometric of Bottom Transition Plate • • • • • • • • • IIN4MOTHERWISE SPECIFIED: • • 4DIMEMSIONS ARE IN INCHES • • • • • • •• 1 IOLERPRJCES: rRA�i1ONAL± ANGULAR: MACH ± BEND ± TWO PLACE DECIMAL ± AAG SShPaaI�-F • T4REE PLACE DECIMAL ± Anr or • •• •• •• •• •• •• • . •• • • • • • • • • • • • _ • •_. •_ •__.__ �_ _ • • • • • • •PRQPilI!PARY AND CONHDENT1AL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF <INSERT COMPANY NAME HERE>. ANY • • • • +REPRODUCTION IN PART OR AS A WHOLE • /VITHOUMTHE WRITTEN PERMISSION OF • • :IN4RT:OMPANY NAME HERE> IS • igpHtAlj€D. • • • • .-�- Ground • • • • • • Asphalt Aticl:or Ralraltri AMERICA'S LEADING RAMP SIZE DWG. NO. REV A Commercial Ramp, None SCALE: 1:32 WEIGHT: ' SHEET 4 OF 5 2 LI I- TYP.1.25'51.25"12GA 8Oks1 lig Tex Screw 25.00 TYP.1.5"xl.5" 14GA 80ksi Picket Frame Brace bolted to the Ramp Section above 24" by 5/16" Tex Screws 1"xI/4" (min.) Flat Bar, TYP. Platform/Ramp Section Bracing Detail 125 E 1.J5 0.375 4.AG' 1� 2.00 8 ci Mounting Bracket - BSSSR 1 /2"# 13 SXM .090"x.088/.093 TYP. Mesh Surface O . 1 11,1 I..1,s1 11IIIi1l1'1It it 41,11471417I i l 1111 41,I 11 11l.I''i!,. k'"1"t l i !-I 1 4 I-4 1,I } 11 t 1 1 1 4 1 1 1 1 I 1 1 1 L L L t t l+t<+I 1 I-1- 1 t..f 1-1. 4 �-+1�i�1�1�1-1�ili� ht�l�i -1t11^1 1 1"/ 11111�1111111111.1_dA -1+1-1-t. 1-1-t 1-1-1-1-1 1-1-I- Opt. 14GA Diamond P ate O 5 t Mounting Bracket - BPC 0 Welds on the Pickets O •• • • • • • • • • • • •• • • • • •• ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • •• • • • • • •• • 0.375 O b Eta 8 8 8 200 Mounting Bracket - BSSEL 0 TYP. Stiffener Weld Welds on the Ramp Section and Platform O TYP. Weld on Ramp Section j :11T48SOTHERWISE —SPECIFIED: • • • DIP 4SIONS ARE IN INCHES •TOLERANCES: • • • • •FRAMONAL± ANGULAR: MACH± BEND ± TWO PLACE DECIMAL ± TREE PUCE DECIMAL ± • • • • • • • • • • • • • • • • • • • • • • • ••• • G. • • • • • • •• • •• •• •••_•_. • 4 3 • • •PRAPRRTARY AND CONFIDENTIAL DRAWING IS THE SOLE PROPERTY OF <INSERT COMPANY NAME HERE>. ANY • • • *REPRODUCTION IN PART OR AS A WHOLE •• •WITHOI THE WRITTEN PERMISSION OF • �<IP{iER COMPANY NAME HERE> IS • '•RROl1 ED. TYP. Weld on Ramp Section T2 amid La AMERICA'S LEADING RAMP THE INFORMATION CONTAINED IN THIS F SIZE DWG. NO. Commercial Ramp REV , None • • • __• __.._ •T _ __ _ .__ _j. SCALE: 1:32; WEIGHT: 2 '; SHEET 5 OF 5 1