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HomeMy WebLinkAboutStructural Drawings9 10 NA" ZO'81/4!' a 20, s 1/4I 10 PW. 24' 0,1 Gia15 k po.4�'- 3 pal ------------ &I x 6 thickened W Moe 1191t recess for door &I 60MOEIN cont. .60* f drop to e4orlor slab 1/2" closed call ib. 'IV V recess for door & '4 �,J_idrop to exterior Slab 310119 IV 0"(total drop 1/2") foam exp. it. pier WO' o" (total drop 111) 4 .. . . .. . . . 5 -4 .1•4- Flo EJO . . . . %t t . t. . . z. . - - . . . ...t. . . V . . . t . . . . . t % . . . . . L 77 . . . . . % % . .. ... . . . . . . . . . . . . . . . . . . . . . . . . . . . t % J . - L 4- 41 L SL43 0 e So rX E :3 >) L X ID J% 43 143: -C r L @ 0 43 a L Its L O IL % L L 43 0 X S. L L tD 43 Z. 0 fl, r < (5 43 ... . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . ire aratlai1 . ... . . . . . . . . . . . . . . 51tc . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . ... . . . . . . . . . . . . . . . , - . :. : . . . . . . . . ...• . . . . rer K5M Subsurface. Investigation Re art rl�ojcct ... . . . . .. . . . . . . . . . - - -• datocl August la 2020 #203a6,9 . . . . . . . . . . . ... . . . ... .. . . . . 1) The prop . . . . . . . . . . a, areas to be pved, r.- . . . . . . . . . . . . . . ..7 orpeel building are F. .. . . . . . plur7a mfh(murti marolm of 5' beyond proposed con- - ED . . . - - - - - - - - - - - - - - - - - - - - - ra . . . . . . . . . . . . . . . . . . . structfom area shall be, e e(pped & grubbed 6f . . . . . . . . . . . . ... . . . . . . . . . . . . . . ..... . . . . . . . . . . . . . . . . . . rrr surface, debi-fo, vegetation, roots oroamfo hi, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41 - . . . . . . . removed shall betaken off -site disposed of per 2) Stumps eht[ be, removed entirely. AR materfat 'r . . . . .. . . . . . . . . . ... • • D . . . . . . . . . . . . . . .... .. . . . . . Federal 6,1cF. �.6t� •wa . . . . . . . . . . . ya . . . . E . . . . . . . . 0 110; buildfrio area shall be graded level& proof ) The . . . . . . . . . . . . . 0'e - ated & t. . . . . . . . . . . . . . . . . . . . .. . . . . . . . IM rolled. 5oft yclidime phalt be, excav . . . . . . . . . . . . .. ... . . . . 10 - . . . . ... . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... replaced with clean, compacted fIt.t. 5ufficlemt X0 . . . . . . . . . . . . . .• . . . . . . . . . . . . . . . . . . . . . k `15 . . . . . . . . . . .. . . . . a. . . . . . . . . . . ....... . . . . . adringcompactioll to . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . produce a density of no [Coe thall 95% of Ito . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . modfffcd dry rroctor value (A5TM D-1557) to a . . . .. . . . . . I . . . .. . . . . . . . . . . . . . . . 1 depth of two feet. . . . . . . . .. . alo et.------------ ----- 4) After testing to confirm compaction, the . . . . . . . . . . . . . . . . . . . . . . . . . . -------------- . .. . . . . -------- ----------------------------------- cometructfori a ca may be, to f [tied to desired r . . . . . . . . . . . • ..... . . . . . . . . .. . . . t. . . . . . . ... . . . . . . •-6 .0 . . . . . ..• Fill shall be clert, granular sand containing lees .... . . . . . . . .. .... .. . . . . . . . 1.. ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . than 10% material passing through a U-6, . . . . . . . . . . .. . . . . Standard 200 sieve. Place structural fill in ... . . . . . . . . . . . . . t I, L . . . . . . . . . . . . . . . . . . . . . ... . ... . . loose . . . . . . . . . . .. . . . . . . . . . . . . . . . i . P .•. .•I . -, , 6, . -* . _. . _* . 1, -, . ., . -, . ., . -, 4..,... . , . . . % - '. - . - *. I *P I . _'. - '. - *T . - . - . - . - . - % - '. - , I. * - '. , . _.- t . . r layers 12" In thickness. Compact each - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . lift to 95% (per above) ... . ... . . . . . . . . . . . . . . . . j . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . ... . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . p J.. . . . . . . . . . . . . . . . . . . . . . .. . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Irig and other excavation within the . . . . . . 5) After foot . . . . . . . . . . .1. . . . •.• .. L . . . . . . foun�atforl area, the, disturbed oulborade shall be 23" to acted to min. 95% dry Proctor utflfzfmo a It �. . . ... . . . 7�7 _T� . . . . . . . . . . . . . . . . . tory sled. walk hfmd" vIbIra . . . . . . . . . . . . . . . . . . . . . . . . . . . . -foe thriesho . . ... . . . • L oh&Pr llft.'-. . .. . . . .. . . ... . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . 4-1 ----------------- z < . •. . . . . . . . . Fflt & 15ackffll I lift 2500 5r < . . . . . . . . . . • orlone. wfth A5TM D-1557 as fol[owe: Make tests in ramdomty selected locAtfome Ill ace- - -T ;7. I va ya . ... . . . . . . . . . . . . . . . . . .. . . . . . . & i . . . - " ' ' ' ' :'• 5ulberaide for floor stabs I Ifft 2500 51' 'FD . . . . . . . . . . . . . . . . . . . . • • . . . . . . .. . . . . . . . . . . . . . . . . . .1. Continuous Wall fodtfrlos I test overy 100 LF .. .. . . . . . . . . . . . . - - - each 500 6F . . . . . . . . . . . . . . . .• • • • • • •Individual Column Footings I test &D each foottme L -q up . •. . .. .. . . . . C to We F . . . . . . . . . Concrete loading & ramp I test per e • It IL 0) !4- 410 PVC . . . . . . . . . . . . . . . . . . . •••Tests ill the excavated footings shall be conducted t. . . . . . — . JL fol 4 It. or IN t 11 ItV friforcfrie steel or concrete. . . . . . . .. . . . . . . . . I0 prior to placement of re . . . . . . Lffto shall not exceed 12" tested, < . . . . . . . . . . . 7 f .... . . ... . . . . .. . . . . 0 . , , . _1 . . . . . . . . . . . . ... . . . . . . .. . . . . . . . . 601 ant from K�M lZopo�t After afte prep as 6 N L . . . . . . . . . M. ..I IM M 4ARM . t%atomO f -0_ detaled above,, the. proposed structure may be sup- as\<D tported b conventional concrete/steel reinforced teel F1 (typical each aide odoo of y t1/2101060 cat It around) footings de6loticd for an allowable soft bearing press a I - . I . . . . - '. -'. . 11 (typical a pavement P foam elxp. it. FZ 115/6 cast In -place sate basin It2*' x 24" x 42" do of 2500 F5F or less. XZ thickened ecloa . . . . . . of ®lab W/ (1) 161 0 It 201011 #5 31 to 11 X�1�12" ADS to catch baslh Foutidatfom Note s 11 114�- 22, 6 3/,VI 2310 11 L lal 0 1 see MIN EH Imeerhij Mahe L 11 1 150 ior Itistallatroh details aded ofCONCRETE ---------- pavement 3/4" x 2" pot4rable Semi- -- See Sheet 5T-3 for Concrete shall develop a mfmfmum strength of 4000 fle3/4 xible; epoxy j6Iht filter Aspholtq . Ibar t typ(oat 6F 6 6 6 LoaA16 Dock & ramp psi at 28 days, details Concrete shall be ready mixed per A5TM C-24. pro-fabriosted HDO IlMeAt NPAM610h j6lh� W1 steel orate f rama expahs(om jolht f tilde dXPAIM61oh 3! 011 pourabld epoxy semi- W loho #4 Smooth dowels a .10P 0/0 joltit REINFORCING HDO coht1huous PT-2 HDO bolt f J0111t 90AIII10 IL down Orate. Kcimforofmo steel shall be, deformed, new billet steel ------ F 00 pal cotior 10" 4-000 psi comorata Scale - 1/&1 11 0" (2) #5 ail around Ir— W/ lu rloAtazi sleeve, 11/4" and clearahoo.1 frame 14 11116 Imaccordamcc w/ A5TM A-615, (5r"o 60 and detailed • ro a emont W/ double w/dou0to layer of AC) 315, pe wwM slyap of WWM del cover shall be,: Minimum r0fnforOlhe at 4- _qS jr compacted time,- - Concrete cast a0afriet earth - 31' 4- 12" compacted time- io rook suborado 0 rook suboratia - All other cast -in place concrete - 21t 'GxG6 wwm 040hd deAlh thAhIldl building slab shall be ro" 4000 P51 F$crmeoh relmforcei;l concrete w/ (5 Slices shall be shall be, In accordance wl Chapter 7 of 43 to Iw 11 t-315, wl catch \V 4000 pal concrete on .010" polyethylene vapor WHO over treated, oomractcd clean sand fill, AGI a milmimum splice of 4a bar diameters. ......... psivematit W/ r0exes WWM a` its, salt ao PVC eV91\ 1% In cuto #5 U -bare a 24�' o1c #5 cotit. W/ min �D Wall DowcIry 43 MIM. all Aroutiel Control Joints shall be mAidio In slab to control 9 for a" Mwab (1)#5ve 4006 PSI Coh0rdtO Ilmorock ouborade NOTE., Psivemerit Iti truck wall to be 10", shrlhkage cracks. Cuts shall be 114" wide x 11/4" L iLa a/c bath el concrete w/ #5 rol0ar 0 12" o/c for 12" GMU walls (2) #66 vertical - 16" base le o doe locations shown on Foundation Man, both ways top & bottom over 19" tharock ways- all around It Standard Trnsverse cuts chat[ be, made alone slab alone 12" dfa AD$ Mir. 12" compactedrvlal� following direction of pour, lorid(tud(nat cuts per Vto Eno. . . . Ilmoeock ouboea4a 3/4 =1 0 — to follow after all transverse cuts are cc fete Thed compirmive strohoth of concrete used for foundations, 61AI;s other construction outsTest to be made from 3 hours after o pt ....... T 4- Ifo EcorloPrafri - Serfee 12, 12" sloped drain eyottorri w/APA Compliant shall be teeted per ASTM C-3$. A minimum of one test per each 100 cubic yaM71med in of pour. NOTE: All frames, oratem? & related hardware bolt down orate - #EO-11424ADI - ADA - HDO any Me day shall be oomductod. Obtain three 5" x 12" cylinders in accordance ASTM C-172, C at h [5a sin shall be Optional finish hot dip galvanized (HDG). AASHTO M306-1­15:95 load rating. cure. per AM C-31, Test one cylinder # 7 days after pour, two more 0 28 days, after pour If aggregate pieces come loose, wait 50 mi for next trial cut. EcomoPralin - 24" x 24" x 42" catch baalm w/ ADA Trench drain oy6tcm Shall be completed Trench drain system avllabIlp via direct order- or acceptance, A Xpalle ori ' filt filler - 51KA "VkaDur-5e� CA" E I jo compliant Neenah Foundry #K-49$i0-HX H DO Type In accordance with Mahufarctuor'o Multi -Drain $ystorrie - (704) 505-1010 1405 Industrial drive, NC 2,5625 Semiepoxy control joint reefti cast front orate, opcolf !Gatloh6 & Installation lh.otruotlono. www.rriuItfdrafhr:,vstehirv.com Sanitary Lf ti c e PI 0 51zo slope per root Max. Met. TrA p to Vent 11/4 It 11/211 2 it 1/411 at 2.1/211 1/86ft at 3" 116 It 121 Vat% 16, Frot F13C-r 2017 - Tables 704.1, 909.1 BF-C O 0 0 o N IL 21011a" CI35 wall 45.0° 1= 3 2'6° �2 ===riaa==rrr=rrr==ririarr=ir=araa=iJadd (4) #5 dlagonats �- 0 0 rrrrriarrrrrrirrrraairrraa+rairaaas--:aairsr:asa:rrr:rraa O o 0 0 0 0 0 0 0 0 0 0 0 1- Interior 8" diameter Columns 11 0 ° 114 " 11 (nstde surface I -�" of 05 watt rrarrrrOr:r 0 rra0asas0rir 0 r� CD o as O 45.0° 4, NorQroror r O rr p irr0rrr O rrz0 rrr 0= rr O rrr0 rs 5 1/2"deep ° 4'0° x 16" x 16" 2'g" 310° recess �-� Mezzanine Columns Fro iectecl 12" CL35 wall F-4 rrrrrrrrrrrirrrr-' / \ 45.0° O O O O O J, li 31 6 11 .l 8" C55 Wall F-6 / \ 45.0° -rirrsa rOrrro orrrorrro rrro O l51 0 11 .I 8" C55 Wall F-13 F-17 F-5 0 tV rrairrrrrrrrrrrrrrrrrrrrrro 0 o a o o a O R) 0 tV 45.0° 1, 4 611 k �West Corticr5 �- irorrr G rri0 rrr Orrr a rrraarrr 0 rara rrrorrr 0 rra0 ra .r �rir rrr0rrr O-.: r O rr.Orai O-arrOrrrrOrrr O rrrp ra l 71 G I, .I F Column L(nesColumn Lines i rr S=S SS S S i SSSSSSSiii r 0 O O O O O O O O O O O O O O 101011 QS.Ci° F-14 45.0° 3&4"L 4 �-10 rrrrs+rrsrr:saa:rrrrrr 0 0 0 0 0 aII 41 Ott 0 i a iv #3 hoops m truck wet( watt beyond L0---f— F-15irOrirO rr O rirOra a° C 12"o/c 5ee Sheet 5T-3 for pier - -- a Truck Well reinforcing 4101 -1 relnforc(ng , +-- 4 (_)4t011 9 0 rridSCSra'Saiaiirri - O OA O O • vOrs: O a::Gass G ra 0 rrrrOa /r �n\ T - r-wf �ou�ld�-tio+� 5checl u[e Mark Size 12einforcino A.5. Length AA Dia. lzemarks -'( 2' 011 x 2' D" x L coat. w/ 41 0" x 4' 0" corner bars N/A N/A a" C55 wall -2 2 1 ro 1 1 11 * x 2 ra XL 1 �� 1 �� (3) #6 s coat. w/ 4 0 x 1 4 corner bars N/A N/A 12" C55 wall F-3 S` 6" square x 3' O" t #5's at 5" o.c. bath ways, bottom 3' O" 3/4" add (4) #5 x 6' O" dfagonale, top -q- 4' O" s uare x 1` 8" t 21 011 3/4" 16" x 16" x 51/2" recess for baseplate -rj F-6 3' 31 6' 6, x 5` D" x 2` D" x 5' 0" x 21 Olt add #5's C) S" olc, both ways, top N/A 31011 N/A 3/411 12" CB5 waif projection F-7 F_a F-9 F-10 F-11 F-12 4' 6" 51 01 71 Oilx 1' 0" 5' 0" 7' O" square x 2' 0" t x 6, Off 31 Oft 3' 6" x 35, Of,#51s x 2' O" x L * square x 3' O" t x 10' O" x 3' 6" at L3" o.c. bath ways, tap & bottom (3) #5's coat. w/ 4' 0" x 4' 0" corner bars #5's at 8" o.c. both ways, bottom 2' 0" 31 Of'3/4t1 31 4" N/A 31 611 31 611 3/4" 1 1/4" N/A 3/41t 1 1/4" Metal bufldfng wall F-13 9' 011 square x 3' 6" t 31 Ott 111 �_1 q-' 0" square x 3' Oft t 3' Or' 5/8" F-15 6' 6" Square x 3' 6" t 3' 6" 3/4" F_16 -17 5' 4-' 0" O" Square Square x 3' Off t x 2' 0" t 31611 4.1 01t 5/8" 3/411 2' x 3' pier; top C O' 0" & (4) #5 vert. F-1�j wide x 1' 6" t x L #5'e at a" o.c. both ways, top & bottom ** 3' 4-11 3/4" 2' x 3' pier; top @ O` O" & (4) #5 vert. F-19 31 6" wide x 1' Off t x L N/A N//'' slope footfng to match truck well F-20 3' D" wide x 1' 4" t x L F-21 2' 8" wfde x 1' 4-" t x L (6) #5 acooe slab, #4 cross (support bars Ca 2' 0" o/c -both layers) hook bars around outside of anchae b Kunoltrv�E 21mfm1 reba rthru mum 6" Fr3'5ver -22 F-23 2' O" 1' 2" x 1' O" t x L x 1' 0" t x L (2) #5'e coat. w/ 2' 0" x 2' 0" angle bars (2) #4's cont. aft C55 A/C camp, wall Exterfor etafr Support footfng F-24 1' 6" x Of 10" t x L (3) #5's cant. Truck well stair footfng * Kun rebar thru other perimeter footings ** see truck well sections for reinforcing details See CECO Steel Buildings, Inc. engineering drawings for bolt placement dimensions and Structural loads - Job # 17-13-71752-1- 5t. Lucie County, Florida 0 0 0 - 21011 Eb 45.0° er�rrr rrr0rrrtOrrr O rsr0_ a Metal Wall 45.0° l 510t' rF - 1�1)- � � � iiS=SL+SSiiirdiSiiiSSiiSS=SSSiidSSSSiiii 0 � Q 0 � 0 0, 1, 6' 6 It .� F 5ee Sheet 5T-3 for Truck Well refnforcing Varies r ::raiasrasasas: a� O O O O O e raOr+aQisr � r+O+raa - 31011 •• AJ F-12 45.0° F-16 5ee sheet 5T-3 for Truck Well reinforcfno Varies raps 0 it C rrE n (�- �2 1 :- rarOsr G +r D rr0ra �A, O. It rrrrrrrrrsrrrirrrrrrrrrrrrrrrrsrrrrrrrrrrrrrrrrrrrsrrrrrrrsrrrrra O O O O 00 O O O O O O O O O 1, 51011 F A 1IP.S. Arrirrr- 2'0" #4 cross bare 0 2' 0" o/c N F-22 O O p 1' ; ' building 2 „ 5' O " `------------- footfng 45.0° I 2,011 tb +� L t 00 L 11 c a q6 °43a,0u iL %-L g1- _W3 t � 43 �++ s Q 1) 1a �, 3,i ' lb L � 1D l� L u u _= a.` - L to m u 3°0g3+`u°. a Latino +3 si.sX+1 0 0^- i-943 0UQ UI 1 U d ° S- O ° v 1L m s- 11L L L o IL 0) u i ° Q 1 n 0 i8 V L tZA 0 4- � z 2� o�v n� U U U U 0 3 J r- 0 L cza �0F. • �O �g�. .ri. „�lQlii9. t L4, J. U l.0 1/2" =10" .............................................. t.5......................................................................................................................... 1.35 - Z ------ -------- -------- -------- -- z Finis, toor - - - - - , us E • p O o cl a O El ID El VO O El C7 O O 2125 21.25 21.30 6", 4000 poi concrete r� �e - 0 0 21.30 m o = 20.50 © 20.95 0 b w/ 66x66 wwm west 21.30 9 14, 0" C55 wall 11' 4" C155 wall ------------, ,---------- of grate only ° \ / s m _ � 0 .- ( F22 O I I i i " 3'4" �" �1 u ; Em `[ top of grata t� 1L 21 00 - ° I A/C I I A/C I 21.00 = \ 6 dta. steel L 43 m,�, 0 L 24" x 24" x42" deep 42 LF cast-(n-place 12" trench drain w/ ADA grate --- `� ;U o Comp 2 I Comp.1 bollards s �, N d ° cast -In -place catch b sin - linear slope between end elevations top of grata O ; ;Qu; ; ; top of grata ; ::.:..;,. •.:..:..;, \ _ ° F N L L ------ `--------- --- ----- -- - m n _ __ ------------- - -- --21.30 _ elope 3 I a o e n s 12 ADS to catch basin _ _ - - " ------ -linear drat ----- ----- ---- -" - \ u o �S _L I ----------------------- ------- --- -, 21:25 J_ ( X /� r5 Per M5v En Inoorin Plans .-------------------------- ------------ ------------------------ -- - --------------------- [ 21.25 n Q _ C9 \ i •a a r( gg Qg /j : t-�+�nl1U'14 for installation details) 20.95 o ; 5T-3 --� ; (4) 4" x 10" x 24" \ s Ls °� dock bumpers I i I I oil s I -- V steel 1 __� et stencil (a. a __ 1 s,af 1 1 yy bollards, ; - - e b ow l 19,80 7 5/8" wide level curb along edge of retaining wait 17,64 ,:,:: ("l 6e el \ (4) 611 x 10" x 20" I 20.50 \ dock bumpers, match F19 2" ductile iron pavomont F20 discharge time 16" thick x 30" wide i I i i a I elector pump w/ ---- thickened edge of -- --'--'-----L ( l ' C \ \ I slab w/ #5'sga F c/o I i ; : ;2 flex hose tc top &bottom I 3010 " 3516 -=�-- -------�---- discharge line 1' 0" .1' 0" '•0' I 5?-3 slope 3" -; --;-- ---; ---- 24" x 36" deep 17.64 ° ---j-- -L---- catch basin 17.50 orate clev. 21.30 \ \ 5 LF 12" wide traffic all across rated trench- r--;--;---�---- grate Ems- ;.: 20.95 F18 flow Itne--'----; Truck well slab ; 1 I 17 64 115/6" wide curb 9 , 1 10 thick. tight broom finish , '`"-�-" ---- l 4000 psi tnterlor floor elevation rZ 35 20.50 - T 17.64 2135 (21.35) 1• F20 19.30 i concrete s gib w/ double layer of #5 s _ L__L__1__J___L____ o 012" o/c both ways- extend to I I I I - ' -- --- ------------------------ -------- '-- - --- loading dock wall I ! I I I ; top of pier top of pier i ------------ I 1 bufldfng beyond conical cap 1/4" concrete fillEW/ diameter tu bollard -paittustoleun #epoxy , safew 24, dim, concrete d I (2) #4 x 16" drilled i 1 I i thru steel tuba I smooth stucco stucco cap on C55 wall slope to roar ; of building i filled beam block w/ (1) #5 r " 1 nominal W x 6" ; " x let CMU In half- t running bond ; p filled cello w/ ; a (1) #5 vert. & ; - #5 dowels to ; it footing t PVC weep -screed ; n" 2" above slab A" i i --------- --------------------------------------------------------1. --------------------------------------- 1 i downspout 1.fI....... Truck WCH Pctak � a m 5cate-1/4"=1'Olt ............................................. 11/2" d(a. alum. .....................1.1.....4...................... downspout handralls both sides 3................................ .......... O 5" C5- 8" C55 win g g6 win - wall beyond .................................................... O watt beyond -------------------- II 1 1 1 - ; I I I I I 16" ht. C155 stub -wall - II d 16" CB5 stub In building beyond o 11 •' 11 I I wall a bulling ------------------------------------------- ----�- ------------ ------ - beyond 20.50 20.9E driveway level ;- i 11 .' 11 4 i \\ _ .................. .....................----..-..._-..-._-----------_-__-••-__.._-_-_-_-`_^L_--_------___------_-----_-__-_----------_-----••--__-_---_-.,.._-_-_-------__---`----__--_,_. ...... ............ .. ll,... ......LJ.... .. ........... ------------------------------ • 30 LF 04% 38 LF 04.7% t0"thick, light broom finish , 4000 psi concrete slab w/ double layer of #5 s 17.64 17.50 ;:::'..'+'.'+.:':+.:;.:.:.:...+.+...•,,.+...,...... a1211 o/c both ways grate elev. Herz. 161 thick x 3011 wide thickoned edge of slab w/ #51s 4D 8" o/c top & bottom 11 0 11 23.35 ----------- ---- top of wall 4 1 I I I canopy column -r --` beyond K) 1 I 1 1 i 42"ht. •-r'guardrafl 2�- 1'SO I •. Truck Wcl slope stucco op away from truck well course of nominal cant. _ ..,�..+ ,m °I nil ..i. 6" x 6" thru-wall scupper 0 slab level/ oiled cells above w/ (2) #5 dowels - 20" projection abova slab F17 -0 \31 Of: x Al oil pler a O' Off 5 I canopy column beyond N building wal beyond 4 lUl U 45 s Q d� I In Z o < ' L o as t a u_ is so to U" � u It It 5cotlorlAll 1/41,_1101� O` Q t` N1L )1.35 .. d FIFE i d 0 g j � � 0 m V U s `/X 4- a o \OxxI�U line to upper trenchdrafn "�\��\�'� " A A A Q Q o o K,, _,, -.. .-...-. �1• �r ` 3' 0 " 3' 611 ame reinforcement ® 1" self leveling grout in 16" x 16" x 51/2" \ \ :. A A I, �I S N /L\�/ = n{ ' `'- 51/2" deep, Is" x 16" recess F & keyway as C/6T coot -in recoils to bottom of catch basin compacted fill �/% y� i/ p cast into bottom of catch baefn 21/2" x 6" cast Voodoo fn Stops - set �� j r#smra.��.aN+ nw NOTE' Electrical supply ® �\ / '' :•: : :•:• #5 0V,c/cboth pPy O ghoonudtrafl posts w/ EM5KO expanding \� �� I y4P ways all around to pump not shown �} _ r 1 NOTE: All frames, grates &related hardware �E 0 Wall 5ectlOf1 Truck Wcff Cross 5ectiol� 1/2"=1'0'1 EeonoDrain Products shall be optional finish hot dip ealvanized(HDG). Loadlmg pock 5ectlom 1/2"=1'0" p Loading Dock CD 15ulldi'lie 5ectlom 1/211=1'o" r,�?�M•FOST.9: 5T-3 1/2" =1' o" ST-3 m Loading dock ejector pump - SiteDrainer "pit Boss 102V" Trench -Series 12 12" Eloped drain system w/ADA 5T-1 Dock bumpers- ULine # H-1505 ST-1 Xypex "Concentrate" cementit(ous crystal(ne ' 2" dischar a w/ o tional check Comp�I(ant bolt down grate - #EG-1424-1D1 - ADA - HDG tnetall w/ (4)1/2" x 6" HDG KedHead bolts concrete waterproofing 5 120 volt dewater(ng pump, g p - 2.0 lb per eq yard brush application a AASHTO M306-H525 load rating. Depth =12 to 121/2 Fence - S ccul Mf'g. "Storrs Commercial " ' valve. Available from Amazon or S(te Drainer pumps, p -1/16" slurry coat EconoDrain - 24" x 24" x 30" catch basin w/ ADA 3-raft design pre -finished, 6105 T-5 aluminum - Mix 3 arts powder to one part potable water 18 Sebago 9Crect, Clifton, NJ. compliant Neenah Foundry #1Z-4990-HX HDG Type 361, ht. x Sell sections - Color -black pp (500)726-2080 eltedra(ner.com "(�" cast iron rate From Fence Depot (800) 760-5170; fence-depotAva(lab[efrom Coastal Construction Products, Orlando g 5051 L 15 McLeod U. , Orlando, FL 32811, (407) 649-1717 .....................I.....,..................................................................................................,.......................................................I.............................. .............. ........................................................................................ L o s CO elope 1" 2' O " F22 drain beyond 17.64 top of Rig, Construction Notes ® Check valve - 5fteDrafnor # CVFM2T ® mfn 4' - 2" dle. flexible discharge hoed w/ 2" NI°T threaod conheotore each end 1/0' "round-m 0 stop ape e_a_ch step , 12" compacted/ 19.30 l(merock base Safety pattern Ell 6 „ 1 0 It ����� Stemc(l all acmes loading dock edge Product: Rust-Oleum AS-9100 System Polyamtne converted Epoxy - Antl- ds 011 each horn 5ifp floor coating - Color #AS9144 projection /�. "Safety Yellow" , �Z) #5'5 along 42"hfgha1=4usrd safety yellow plastic top of wall rallw/Plows ®4"o/c chalnacroseloading 21.30 * bracket to Willi Wit min. dock dock level 211 ductile from discharge, #419 0 V c/o 4 cross bars ° &a 1211o/c 36" .high aluminum fence -"� w/ pickets 0 4" o/c - install - atongg__entire south partial wall 96 LF - start 24" in from each end ' _---_---- 23.35 top of wall 6", 4000 Pal cone. slab 1211 thick, 4000 psi concrete 66x66 WWM on troatol retaining wall w/ #5 vertical compacted clean sand f tU2dear standoff ;; d . GD 2' & o/o & #5'a horizontal slope away 9D 1 horz. bars 4 +. G� 12" o/e 1.30 from edge 11/2" dla, welded alum. G� 12" 0/G `� � /-" handraft & uoriahts d:, �✓ o of 2 a. •"' roadway 4"xtd'x24"dock !;=porew/(4) Ar • pavement NOTE" handrail Is required " 50"x6" Wall baltilmh :''• �®• 5" x11/2" cast-fn-place ° a Q '.'+ i�'. keyway all along (typical) . - for BOTH sides of stair 17.50 #5 Jowls 016" o%, min.32" : ' A A . ":: 1/16"slurry coat of Xypex grate elov . .61011 proJeetlonabovefoundatlon 0.° concrate waterproofing gilt across 17.64 z61i116" top Of Ft'g• `' • A'' -• 4000 pat to length AASHTO M300-HO25 -\ ADAcast•irongrid •a•�'�- aiY4' '•:�� Jrei,gsi::ssigiio:.c:.sf.eai..T,:..- `% u�-:-�C--.`� � `: A/NAF'_r..:++:,Mi,.Sr.rrrr+,r�•!•�y4 ;4 . i !Y'. • • , .agg 12" compacted lime - rock boo l course -, (typical under ramp) O d- 21.25 top of Ft, . 30" x 30" #5 ' antes 6a 32 c/o Varies top of iFt'g. 31011 Equipment Area Only (NOT fn 5hfpp(ine area) 5", 4000 pef Como. stab w/ 66x66 WWM on treated compacted ctoam sand fill