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2101 E Lake Mary Blvd - BC05-001978 (INVACARE) (METAL BUILDING) (A)
PERMIT ADDRESS CONTRAC" ADDRESS PHONE NUMBER �A C�`-1 J \ - d PROPERTY OWNER OUITZE _ PHONE NUMBER -'-(-A )4o " O(Y�q ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION PERMIT # C� ! DATE PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE Ca s y r� ch ul C•! e •�. -.�, ^'�` �, " ,!+ill t E LAKE MARY BnULEVARD - (SILVER LAKE ROAD) I NORTHWEST CORNER OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 7-20-31 N89•41 '33" E R/W VARIES LESS THE NORTH 25 FEET FOR SILVER LAKE ROAD RIGHT OF WAY (PER DESCRIPTION). CONCRETE PAVEMENT - I ASPHALT PAVEMENT ti° O`b 5a + �--NORTH LINE OF THE SOUTHWEST ?/4 OF THE SOUTHEAST- 1/4 OF SECTION 7-20-31 i EDGE OF PAVEMENT ASPHALT PAVEMENT �5o ASPHALT PAVEMENT yhT ti� �� �0 ( as 49 49.36 a°' t° a°' 49.51 49.60 49.72 49.73 4y61 49.31 49.00 a 48.19 47,95 47.71 a� aA {' a0• 4a 46.63 a0. y0 .32 IO 49.25 9.07 49.09 0 O O 5+ + +a°j +0p N89.41'33"E 871.20' oa oa `��� arO6 +o`° +o` o °� }} rr� +a0 �0'- ._--�� -- ----�� 4r- -� +� -�.-- TELEPHQNQVAUlj--- a°j+ O CONCR�TFa�P.AYEM6LYT.AS2MALT�OAW6MEN4.___---------9M ---�j[ - ��s=-�$TC �'IL -- BTL---BR---BTL BTL---Bf1 - --�-- D -• 1`g� -------------'---� - BTL ,, a a pa' BTL BTL BTL BTL BTL T -�. - BTS . L GAS 49 GA 49.1 GAS GAS GAS CAS O HL-�6RC-~ rl`S OHL O LIL OH r�S -� ^"' nHL n oHL j FM FM FM FM FM msµ'- -�" GO Fu FK1 nA HL OHL - - - Fm FM FM FM OHL - Fu LFW- ��� L' FM FM FM F FM FM - '- _ OHL -a O O 0 �+ 47.0+ y + 48.1 1 po �0 46.2 1`? �`L O y N89'41'33"E O� o,� VU"E 149.2 +a° +a°j •:ice + o� �' ��' a0' 15.00 ADDITIONAL R/W PER a� ''� 48.16 0�� i �+ t` INLET 47.8 +a +a 15.00' +a� a`' a� 50,00 + ap. a0 a O� n0 • ��, ELECTRIC VAULT } +a� + + O.R.B. i 531, PA E 1340 + O 0 0 O �+ TOP=45.64 a g INV.=43.80 0• a0' . INV.=43.55 `a \Fhl�.5 8"PCP A LANDSCAPING s W.INV.=43.98 a� °� a 0, O 0 INV.=44.57 a1 0 ENDWALL `- 12 9 �1 a� a�' LB 35 6 + a°'- a a0o, aa•+p. a0 � o, o a. ag. a. a. D + a 'S• 44.18 'S 0 0,S a0 a as a ah a a a aa' IRR �I6"RCP + + a x0 0 0 a`' °a' a0' q; + } ° + y + a h 0 °� a' °� a ENDWAL4 } + + + + + O O ti + ^ 44�_ 45.4%" a' 15"RCPti a a . a O a __ h INV.=44.18 INV.=44.38 h a�' �• ��' 0 '� a p a + + °� + 0 h 0� y a h 0 a� a 0 0 a 0 a� Y Y p a1 aa g a + 0 a a a4r a� 0 0 a0• 01 a0' as 4 0 Y + g 0.5'CURB x YY 01 0 .5.7 47. 0' + 5 � �• .�' a4�• 0 O +0 0 a 16 1' y ati ati+� �+ a i3 r8� a •17 a+ t• SITE BENCHMARK 3 47. a� T + + a0 , INV.= a0 a 4 .51 4 .51 48 44 48• a�'� a�� 48.6 8.6 0.7' UR 4 ,44 8.2 48.8 �� 47.6 47.6 BOX CUT IN TOP OF CURB �' 48. O 0' 47.6 i 0 46.4 a a y1 a�• 48.19 48.2 4 .56 8.5 8.3 48 2 4 .17 4 .48 5'C RB qg 07 26 7.9 8.3 �� 4 .14 7.9 6 0, INL T v a A ELEVATION�47.42 0FF6C� u�i?Y LEGEND & ABBREVIATIONS VI :S REVIE I~" CITY OF SANiu�v MAR,fito +a + O �� 48.1 8.1 p4-14 .O1 p IO 4 .00 + a ' a 48.0 .5'JUR 4 .14I� II •gg a„ p 4 .4 `� F a0 Q = BUSH = HEDGE 48.4IIJ a0 0� TOP 46. 2 y+ W I q, 1 • 48.27 0 47.87 ti N.INV.=43.58 47.42 + + + O SITE E CHMA K p -a 0 48.14 y v �°' CONCRETE t 48.00 �. 47.63 �� S.INV.-43.51 = CHAIN LINK FENCE a ya N h a 48.22 47.80 A ASPHALT PAVEMENT a� NOT PARKING a PAVEMENT a a 4T•�0-•'- 0 = 4"X4" CONCRETE MONUMENT -x- a O Z SET SSMC REF PT 1 1 1 48.39 + + 47.89 + '1 S' + O o, Oo = a a a 47.86 �? h a a 48.23 a 47.14 a a a a a CONCRETE PAVEMENT ELEVATION 48.63 + + ❑ + + h + + + 4811 ASPHALT PAVEMENT 47.60 O aro' a --- a�• O��h as as + nlba Ory ,7+ ASPHALT PAVEMENT 48.09 r7 a 48.20 x8'02 00 0'? 0 t.\ oQ = CLEAN OUT -BEL - = BURIED ELECTRIC LINE �. 1• + 46.81 + + 0 o INLET INLET' p0 a a�' �+ + + O' a� y a a0• a\ • 48.19 4 9 TOP=47.33 48 40 47.94 0.5' UR a TO =4 .38 ab'p + 47.2 a0 + > O N 0 5'C RB 15 47'99 49 G OLE N.IN .=4 .46 48 19 4 40 8 46 4 .46 ! N. V.= 4.4 48.48 a0 0 4 .62 48.1 4 .i t (�y 0 47.33 o 48 53 4 .39 �`l 2 $ (197 II I S.I V.= 4.5 48.28 l?� 00 a .7s ` i a 47• 1 6 46.98 Cg = FIRE HYDRANT - FM - = FORCE MAIN 8.4 48 35 9) 8 4 4t 8 09 4 .32 l `.% L j 4 .31 47.8 a A 16 O 4$ 16 4 .19 EP, 'NIH 4 .47 a0 8.16 48.1648 Q 1, O 8.2 + y0 4 .32 �8'2 48.3 8.25 47.35a a0- 0 ND AIL 4 CONCRE7 WALK .47.72 --A M wQ '' --4 -03 PROPOSED R/W SECURITY CAMERA-' N a I a0 48.36 CON R 48.4 48.35 46 48.42 8.40 8 5 N+a 48.2 + 8.78 48.48 CONCRETE za 7.3 O WALK �9 as 48.37 I 6-t- a0 47.9 On "l.,0O• a'1' I GI O � 48.44 484864 o N O POLE --- - 48.40 I a o •8 I a0a H �0 0' 8. NO PA KW NLO aq�5 2� �� a rL a� + O a0`O a0 +a a0o, a,� +a 0!y �+ a a0 0 CD (n 01 _4 .49 p N � ..w O 0.5'CURB a u� 10 10 •8 8 + m 8 •7 51.87 a, <t 8.34 O II I O O ' 6.02 TrS.s• spa 4 I .35( 1 48.22 p 4 .58 O o 0 ya a0' + 1 - N+a 48.2 + 8.78 aA a za 7.3 O h y 0� 4 1 4 4 0'1+44.2 �9 as rn I 6-t- a0 47.9 On "l.,0O• a'1' I GI O � 46.6 46.6 r 46 70 c rn Z m N a p+ + tK + rl 0 0• a0 a�' a0' + a . r� aa� 401 a0. +aa v 47_20) - DOWN GUY-OHL = OVERHEAD LINE m 46.91 p1' © = I GAS METER - GAs - = GAS LINE ^ -9 38 ANDRA 47.78 47.08 h0 ` WALL 48.55 b 0 48.28 ti h 0• • -- I 0° a �° 16 ASPHALT PAVEMENT 47.46 75 a a0 h• = SET 5/8" IRON ROD WITH CAP ELEV. = ELEVATION 48.23 A a1 a�' 47.911 a ' a tNL � 0 a 0 0 a° as `O a -a� +48.17 ASPHALT PAVEMENT+a 1+ ❑ + + + 48.22 48'28+ 48 31 0+ .� TOP=46.50 + 0' + SSMC LB21 08 a�' a� +•a +a a� to a� -'' + `0 4 MASONRY a INLET 48.35 47.75+ 47.86 a ry a 47.3 47.0 7.40 } ) INV. = INVERT 1 48.24 0 N.INV.=43.22 (UNLESS OTHERWISE NOTED + 0 + + + + ( n o r` o m �? S.INV.=43.19 46.9 46.7, 47.0 0 a\ 18 - \ ai rn o N WALL TOP=47.37 47.96 401 a5' v or` ,o C VER D N.IN .=4 .75 rn N N 48.76 4 .48 r 4 .08 47.6 Y Y �� p'1 M+ P VILI�N *.04 WNGW LL S9 I 4 '94 (�)I 4 .41 47.36`�>, = LIGHT POLE RCP = REINFORCED CONCRETE PIPE ,T, 49.0 8.5 4 .50 46.88 47.30 _10 n ry 48.31 4 •04 4 .61 4 .97 `Oa _ tKb VAULT 48.7 0.5' URB t ril 18,7' 51.98 +48 25 8.45 CONCRETE WALK 48.37+ 4 7 a°� IRR YY �+ 11 YY 17R. = MAILBOX A/C =AIR CONDITIONER - -' a + Ln STEPS WITH 160.0' 48.28 48.26 4 .63 47.2 a^� S89'41'33'W 00 0r?� h HANDRAIL 48'20 48.19 47.82 4 .51 48. 9 4 32 47. 0 46.9 47.25 .56 0 = NAIL W/DISC SSMC LB2108 PVC = POLYVINYL CHLORIDE PIPE 47.59 17 4 .03 47. 5 46.90 4 19 + 50.00 a� a 131.2' 18.7' 47.56 14 1 47. B SII INLEF 1�+y+ h 0 a pj 1' 48.39 ;2 TOP- -40 -Q- = POWER POLE E = BURIED ELECTRIC PEDESTAL a ' y. y. a a 18"RCP S S `� h . 13 48.49 48.21 47.78 05 47.23 INV.=42.73 0 a az a� a a a a^ rye �h� 0 a0 47.92�� INVa. O INV•=43.78 a O h 47.97 47.78 47.34 a 46.82 Z INV.=43.81 z ° INLET +a e °`' a + ■ a`'� ahs 4 = NON -TRAFFIC SIGN Q n b- TOP=46 48 4776 4729 6+ 0 = BURIED TELEPHONE PEDESTAL yj wY #2101 F.F.=51.83 4" ° , ., . .E,,UW- 4 l,fED 8Y THE CLIENT. INLET a0 225.8' TOP=46.48 + 116.7' O W.INV.=43.30 1 p o, 1 .' Off' �� NA 1$ o n COVERED 14 a 4 STEPS WITH HANDRAIL 48.38 47.67 47.26 46.79 ' + + TRAFFIC SIGN CONCRETE PAVEMENT a�� a 47.94 I II Occ O •� © = ELECTRIC FIXTURE + + 16 • a�a0 INLET a _-_-- O UNPLATTED �� = WATER METER O' = WATER SPIGOT ' 4 .24 �� 47.521 _ _ fV TOP=47.1 /47-74 47 0yI -1 r•�; = WATER VALVE IRR SANV.=44.38 T o z � cx = IRRIGATION VALVE - I m xA = 48.03 �0 47.86 , 8• BACKFLOW PREVENTER = SEWER VALVE a0�0 47.5348.22 +a� +a� 47.40 tO 7.60 N II48.15 47.69 7.98 Y _ + 47.99 47 s5 47 is II 7 60 m �■ = FLAT GRATE INLET & = HANDICAP PARKING SPACE II ASPHALT DRIVE 0 0 48.53 & PA KIN I 11 LU +ate +aa o � = MITERED END SECTION FND. = FOUND q- --- 48.03 0, 47.84. as M rr 00 I a�1 48133 48.64 4193 4 . 5 N 0`ua°j 48.33 48.22 -'" - - + • + .54- - '" --- C> i +a o = POST PRM = PERMANENT REFERENCE + + a+ II o �� 419.08 4 .92 47.4 W) Z M 0 a 4 58 4 .50 46.9 --_Q 0 MONUMENT = AIR RELEASE VALVE w " a nR LB = LICENSED BUSINESS 47.5 47.61 r - o I 48.71 - 45.62 47.79 anti - 47:T 47.18 PCP = PERMANENT CONTROL POINT LS = LAND SURVEYOR 48.28 47,38 + ST Q + Ih N o + 47,96 47.68 47.59 47.4 ti SECTION 7-20-31 = SECTION 7 TOWNSHIP 20 SOUTH _, II �0h 47.46 47.20 47.1 s 49.93 a6� REF = REFERENCE Illa I I 1 q l 150 47.55 O RANGE 31 EAST II '? 4 98 PT = POINT Fire Dept• a F. F. = FINISHED FLOOR a1 a0 a��0 I Aj �� 47.96 - 4A45 + ^4 .30 M! - l A4 47.0 -'- L 0+a a�.+aa� Final Insp., O.R.B. = OFFICIAL RECORD BOOK + + a"\Oh+ s a _ - 47.46 -4106 4 .88 46.54 _ T +a`'' I R/W = RIGHT OF WAY Date_ - INLET ❑ --_- II __.. 10 TREE SIZE SHOWN IS INLET I DIAMETER IN INCHES. TOP=46,89 ro O 4 -N 47. LIFT STATION N.INV.=44.02 -•48•-19• a� a� TOP=46.23 - 46.4 46.7 = PALM TREE SW.INV.=43.99 m + ,,. 47.76 + 47.54 N.INV.=41.48 ❑ I 5 47.74 S.INV.=41.43 0 a' `mss PI = PINE 48.18 47.25 47.15 0`y a E +a , lO STEPS WITH HANDRAIL a 7.6 +� a a0. as + /v Q� GQ �� m a�� 411.07 47 97 .70 1 46 2^47.52 ao,+ 4 .51 47 61/4 4 .40 4 7 47.19 a 4r Co = OAK a0 a\ y0 yro vro -' S a�` a^o 401 + ^ a a fig, p EDGE OF WATER \ _� 1 LI = LIGUSTRUM / SITE BENCHMARK +a �p a1� II ,`\i1J Q SET SSMC REF PT a _� ary, ti I POND �•� J, ELEVATION -47.42 INV.=39.21 ate• a0 WATER ELEV. * (�, /vim a�• 0 do 69 II 39.8(11%7/02) f14' ` A'0 0.5'CUR �� a +A7 a a II a W c� .� o o CONCRETE PAD B e 9 a o DESCRIPTION: \ \` /,� V + ti N N CONCRETE I 47.66 --I f 0a as II � 1 r A O o as o a0' + 1 - N+a W.INV.=43.73 00 + a ' O a O h y 0� 4 1 4 4 0'1+44.2 �9 as rn aA a`o 6-t- a0 a a0. On "l.,0O• a'1' �ro1 a GI O � 46.6 46.6 r 46 70 c rn Z m N a p+ + tK + rl 0 0• a0 a�' a0' + a . r� aa� 401 a0. +aa NLO a 0� E a� ti+ + X00 a a rL a� + O a0`O a0 +a a0o, a,� +a 0!y �+ a a0 0 CD (n 01 aI ^ 46.65 46.55 46.6 p a O O O O ' 6.02 TrS.s• spa 00,0 a�� o a�. + 1 �+ +a + +� \4' + a c� � z NZINV,-43.63 0 0 UNf LATTEU + � = CONCRETE PAVEMENT O m o O o c 2 Q +400 + + +a0� +at + r, ao° +a +a adµ t'D aaV tK\ 4P cli a rn n 7.47 47.471W,- 1 0,- y 0 z STEPS WITH------ ITH a� O HANDRAILh HANDRAIL 12 No COVERED �� 0 a� 1\01 I CONCRETE O a a aa' a� + + + a� O I + 4 + + + a�• � Oa+,Sa a a6� O PRESSURIZED A . CONTAINERS�X-X- ana� a1'- X tK 6 pad 18"RCP ti A a0 + + + + + �0 °0 + RAMP WITH srj, HANDRAILS aao+ INV. -44.10 50 yj wY #2101 F.F.=51.83 4" ° , ., . .E,,UW- 4 l,fED 8Y THE CLIENT. INLET a0 225.8' TOP=46.48 + 116.7' O W.INV.=43.30 1 p o, 1 .' Off' �� NA 1$ o n COVERED 14 a 4 STEPS WITH HANDRAIL 48.38 47.67 47.26 46.79 ' + + TRAFFIC SIGN CONCRETE PAVEMENT a�� a 47.94 I II Occ O •� © = ELECTRIC FIXTURE + + 16 • a�a0 INLET a _-_-- O UNPLATTED �� = WATER METER O' = WATER SPIGOT ' 4 .24 �� 47.521 _ _ fV TOP=47.1 /47-74 47 0yI -1 r•�; = WATER VALVE IRR SANV.=44.38 T o z � cx = IRRIGATION VALVE - I m xA = 48.03 �0 47.86 , 8• BACKFLOW PREVENTER = SEWER VALVE a0�0 47.5348.22 +a� +a� 47.40 tO 7.60 N II48.15 47.69 7.98 Y _ + 47.99 47 s5 47 is II 7 60 m �■ = FLAT GRATE INLET & = HANDICAP PARKING SPACE II ASPHALT DRIVE 0 0 48.53 & PA KIN I 11 LU +ate +aa o � = MITERED END SECTION FND. = FOUND q- --- 48.03 0, 47.84. as M rr 00 I a�1 48133 48.64 4193 4 . 5 N 0`ua°j 48.33 48.22 -'" - - + • + .54- - '" --- C> i +a o = POST PRM = PERMANENT REFERENCE + + a+ II o �� 419.08 4 .92 47.4 W) Z M 0 a 4 58 4 .50 46.9 --_Q 0 MONUMENT = AIR RELEASE VALVE w " a nR LB = LICENSED BUSINESS 47.5 47.61 r - o I 48.71 - 45.62 47.79 anti - 47:T 47.18 PCP = PERMANENT CONTROL POINT LS = LAND SURVEYOR 48.28 47,38 + ST Q + Ih N o + 47,96 47.68 47.59 47.4 ti SECTION 7-20-31 = SECTION 7 TOWNSHIP 20 SOUTH _, II �0h 47.46 47.20 47.1 s 49.93 a6� REF = REFERENCE Illa I I 1 q l 150 47.55 O RANGE 31 EAST II '? 4 98 PT = POINT Fire Dept• a F. F. = FINISHED FLOOR a1 a0 a��0 I Aj �� 47.96 - 4A45 + ^4 .30 M! - l A4 47.0 -'- L 0+a a�.+aa� Final Insp., O.R.B. = OFFICIAL RECORD BOOK + + a"\Oh+ s a _ - 47.46 -4106 4 .88 46.54 _ T +a`'' I R/W = RIGHT OF WAY Date_ - INLET ❑ --_- II __.. 10 TREE SIZE SHOWN IS INLET I DIAMETER IN INCHES. TOP=46,89 ro O 4 -N 47. LIFT STATION N.INV.=44.02 -•48•-19• a� a� TOP=46.23 - 46.4 46.7 = PALM TREE SW.INV.=43.99 m + ,,. 47.76 + 47.54 N.INV.=41.48 ❑ I 5 47.74 S.INV.=41.43 0 a' `mss PI = PINE 48.18 47.25 47.15 0`y a E +a , lO STEPS WITH HANDRAIL a 7.6 +� a a0. as + /v Q� GQ �� m a�� 411.07 47 97 .70 1 46 2^47.52 ao,+ 4 .51 47 61/4 4 .40 4 7 47.19 a 4r Co = OAK a0 a\ y0 yro vro -' S a�` a^o 401 + ^ a a fig, p EDGE OF WATER \ _� 1 LI = LIGUSTRUM / SITE BENCHMARK +a �p a1� II ,`\i1J Q SET SSMC REF PT a _� ary, ti I POND �•� J, ELEVATION -47.42 INV.=39.21 ate• a0 WATER ELEV. * (�, /vim a�• 0 do 69 II 39.8(11%7/02) f14' ` A'0 0.5'CUR �� a +A7 a a II a W c� .� o o CONCRETE PAD B e 9 a o DESCRIPTION: \ \` /,� V + ti N N CONCRETE I 47.66 --I f 0a as II � 1 r A + CN rn 0 o aah 0 a 46 + a as h 'Sa 44.6 + 1+� 45.0 INV.=44.03 a a 44.60 44.28 44.20 as TREE LINE 44.4 �O +44.+ 0 +O a�0 h 44.1 's a CONCRETE FLUME WITH SKIMMER a 46.0 + �q 450 + +a ro+ �+ 0 SEE DETAIL B •\+ aah+ 44.0 +a + @ y tK . a ate, a o+ OO t q, ° a`' tKb y ay. a age'+ a0• +00• to. ay. a0. a +tK + +a g a 45.7 TRE LIN S,g + TREE LINE a`°� a� a + + + + o S89.41 '33" W + 871.20' a aa`y aa' t. ti t�° as rl, as 111 , a I � a a a� + as a a aa�o +a +aa + f a a'S- +� + l 0 • a5' �� _ I a / NOT TO SCALE \ \ `10' DRAINAGE EASEMENT O.R.B. 2106, PAGE 1636 / \ / TOP SKIMMER / 46.45 \ 46.51 7.5' ROUND \ / 45:88• . 45.11 �� \44.53 1 ' CONCRETE FLUME BOTTOM SKIMMER 44.48 FRONT VIEW I I OD M I SKIMMER d� 4 �h 46.51 a0 46.46 45.11 45.88 / \ a 46.06 / \ ay CONCRETE FLUME / a • ay. `TOP VIEW f / br + +a�0 % DETAIL B �1 TRACT C NOT TO SCALE SILVER LAKES INDUSTRIAL PARK REPLAT \ \ PLAT BOOK 45, PAGES 54-62 // TOP SKIMMER \ r46.50 46.50\2.0 / `GROUND \ / 45.33 45.56 \ 44.28 \ / CONCRETE FLUME BOTTOM SKIMMER 44.27 I FRONT VIEW ` r SKIMMER 46.50 44.27 44.28 46.51 46.53 46.51 I 45.33 45.56 + 4.49 \ CONCRETE FLUME / \ 45.69 + 4.60 / 45.80 \ 44.27 44.20 / \ TOP VIEW 1 CONTROL STRUCTURE II THE NORTH 625 FEET OF THE WEST 871.20 FEET OF THE SOUTHWEST 1/4 OF THE SOUTHEAS 1/4 OF SECTION 7, 0 ary' = a II TOWNSHIP 20 SOUTH, RANGE 31 EAST, SEMINOLE CW,,F A 47.42 0 TOP -46.03 WEI' DET NTl I o D LE ' THE NORTH 25 FEE SI R LAKE p ro E ON POND o, I II ROAD RIGHT OF WAY. a�• �°j 0• �� INV.=42.22 �. _ by a� as a +a a^ •any a +a0 ta, w II 0 + +a0� .K. A E �� E +RIP-IeAP =0Q, 45 4 RC�� ��a�� a`►9 aye a: a I It SURVEYOR'S REPORT: �a h°q� o ah -_ ti z I. Utility locations if shown hereon are based on field location of markings by Utility Company representatives, surface a' aae�:b?` a'h• 6 a°• � `y' II Y features and construction plans furnished to the surveyor. Additional sub -surface utilities may exist that have not ti 'y 43 a v y +a� ro �� 4's + p 9 N� II been field located. to o ati ati• ,•2 obary 0 �~ +aOJi+tea ^ 4 II 2. Easements or rights of way that > 0 R a + a U roa g y appear on recorded plans or that have been furnished to the surveyor by others a ary' ti0 a1 •% Nv.=a2.1�- -5� have been incorporated into this drawing with appropriate notation. Other easements may be discovered b a ar1°' 06 r0 0b + a`1 �°' SpR +a o w� II search of the Public Records. y y _ {. , a V a rt • Js E40ER ti3. + + a a� T SWALE ati. �_ 1 win II 3. Measurement methods used • for this survey meet MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING a RIF' -RAP REE �E y9 ti II CH. 61G17--6 requirements. SOUTH LINE OF THE NORTI4 625' OF T4 WEST 871.20 FE F THE g + a x II SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 SECTION 7-20- a aryl oo I'T 4. Not valid Without the signature and raised seal of a Florida licensed surveyor and mapper. w� + y1 ati� y� aS' �w �� 5. Features shown by symbol as indicated in the legend are not to scale. yn� a`y6 +a a rz- 11 a +FND. PRM �o a 6. Bearings shown hereon are based on the North line of the Southwest 1/4 of the Southeast 1/4 of Section 7, LS#4285 �+ + x`111 Township 20 South, Range 31 East, as being N89'41'33"E (assumed). + 7. Vertical information shown hereon refers to the finished floor of the commercial building on subject property Orr r ,a. or- -p4 15 I�r2oa e -1 -being and elevation of 51.83, as shown on the pian furnished by the client. ' nn2-r .� 8. Based on the National Flood Insurance Program FIRM Map No. 12117CO045E, dated 4/17/1995, the above Lor --L -lQl.1�� PR�no�s�..i'� f,'�E-�-' described property is within a special flood hazard Zone "X", 9. The electronic image of this map contains horizontal positions for all features shown relative to an assumed datum. 10. This Survey was performed without benefit of a Title search. A Title search may reveal additional information affecting the Parcel as shown. 11. Unless shown, only those visible features in the immediate vicinity of the above described parcel boundary have been located. 12. Locations along E. Lake Mary Boulevard and West of the West side of parcel may no longer be current, REVIEWED due to ongoing construction. SOUTHEASTERN SURVEYING & MAPPING CORP. By:- _ Boundary and Topographic Survey 6500 All �"zierican h;>vievardOrlando, Moride 32BIU-4350 (407)2:)2-3-`,(407)2:)2-3-`,);MfaAf41)7)282--0141 Sanford Fire re entyan Div, C..t.. No, IB -£108 40'Survey Date: Drawing Number Scale: 1"=40' e-mail:info@tso-.,theis':ernsarveying.com GRAPHIC SCALE Date: _ 111 Q November 12, 2002 47913001 Drown Ry: JD - _ For: 0 20 40 80 _ CONCRETE PAVEMENT a p 0 �0 �+a a0' + 1 - 19.5' ° - - - - - - - � 00 + a ' O a ,� D� h y 0� 4 1 4 4 0'1+44.2 1 aa. 4- O 1 aA a`o 6-t- a0 a a0. On "l.,0O• a'1' �ro1 a ��+� a a ,/ a a�� �?� CONCRETE PAVEMENT a^�h a a1�0 a^ti 47 + ++ aa +aK + a �'S 0a a�� a��o rya CONCRETE a�� �ry0 a�1 a�6� as a p+ + tK + rl 0 0• a0 a�' a0' + a . r� aa� 401 a0. +aa tK\ O a� +aa a 0� E a� ti+ + X00 a a rL a� + �p a a +aa a0`O a0 +a a0o, a,� +a 0!y �+ a a0 0 + CN rn 0 o aah 0 a 46 + a as h 'Sa 44.6 + 1+� 45.0 INV.=44.03 a a 44.60 44.28 44.20 as TREE LINE 44.4 �O +44.+ 0 +O a�0 h 44.1 's a CONCRETE FLUME WITH SKIMMER a 46.0 + �q 450 + +a ro+ �+ 0 SEE DETAIL B •\+ aah+ 44.0 +a + @ y tK . a ate, a o+ OO t q, ° a`' tKb y ay. a age'+ a0• +00• to. ay. a0. a +tK + +a g a 45.7 TRE LIN S,g + TREE LINE a`°� a� a + + + + o S89.41 '33" W + 871.20' a aa`y aa' t. ti t�° as rl, as 111 , a I � a a a� + as a a aa�o +a +aa + f a a'S- +� + l 0 • a5' �� _ I a / NOT TO SCALE \ \ `10' DRAINAGE EASEMENT O.R.B. 2106, PAGE 1636 / \ / TOP SKIMMER / 46.45 \ 46.51 7.5' ROUND \ / 45:88• . 45.11 �� \44.53 1 ' CONCRETE FLUME BOTTOM SKIMMER 44.48 FRONT VIEW I I OD M I SKIMMER d� 4 �h 46.51 a0 46.46 45.11 45.88 / \ a 46.06 / \ ay CONCRETE FLUME / a • ay. `TOP VIEW f / br + +a�0 % DETAIL B �1 TRACT C NOT TO SCALE SILVER LAKES INDUSTRIAL PARK REPLAT \ \ PLAT BOOK 45, PAGES 54-62 // TOP SKIMMER \ r46.50 46.50\2.0 / `GROUND \ / 45.33 45.56 \ 44.28 \ / CONCRETE FLUME BOTTOM SKIMMER 44.27 I FRONT VIEW ` r SKIMMER 46.50 44.27 44.28 46.51 46.53 46.51 I 45.33 45.56 + 4.49 \ CONCRETE FLUME / \ 45.69 + 4.60 / 45.80 \ 44.27 44.20 / \ TOP VIEW 1 CONTROL STRUCTURE II THE NORTH 625 FEET OF THE WEST 871.20 FEET OF THE SOUTHWEST 1/4 OF THE SOUTHEAS 1/4 OF SECTION 7, 0 ary' = a II TOWNSHIP 20 SOUTH, RANGE 31 EAST, SEMINOLE CW,,F A 47.42 0 TOP -46.03 WEI' DET NTl I o D LE ' THE NORTH 25 FEE SI R LAKE p ro E ON POND o, I II ROAD RIGHT OF WAY. a�• �°j 0• �� INV.=42.22 �. _ by a� as a +a a^ •any a +a0 ta, w II 0 + +a0� .K. A E �� E +RIP-IeAP =0Q, 45 4 RC�� ��a�� a`►9 aye a: a I It SURVEYOR'S REPORT: �a h°q� o ah -_ ti z I. Utility locations if shown hereon are based on field location of markings by Utility Company representatives, surface a' aae�:b?` a'h• 6 a°• � `y' II Y features and construction plans furnished to the surveyor. Additional sub -surface utilities may exist that have not ti 'y 43 a v y +a� ro �� 4's + p 9 N� II been field located. to o ati ati• ,•2 obary 0 �~ +aOJi+tea ^ 4 II 2. Easements or rights of way that > 0 R a + a U roa g y appear on recorded plans or that have been furnished to the surveyor by others a ary' ti0 a1 •% Nv.=a2.1�- -5� have been incorporated into this drawing with appropriate notation. Other easements may be discovered b a ar1°' 06 r0 0b + a`1 �°' SpR +a o w� II search of the Public Records. y y _ {. , a V a rt • Js E40ER ti3. + + a a� T SWALE ati. �_ 1 win II 3. Measurement methods used • for this survey meet MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING a RIF' -RAP REE �E y9 ti II CH. 61G17--6 requirements. SOUTH LINE OF THE NORTI4 625' OF T4 WEST 871.20 FE F THE g + a x II SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 SECTION 7-20- a aryl oo I'T 4. Not valid Without the signature and raised seal of a Florida licensed surveyor and mapper. w� + y1 ati� y� aS' �w �� 5. Features shown by symbol as indicated in the legend are not to scale. yn� a`y6 +a a rz- 11 a +FND. PRM �o a 6. Bearings shown hereon are based on the North line of the Southwest 1/4 of the Southeast 1/4 of Section 7, LS#4285 �+ + x`111 Township 20 South, Range 31 East, as being N89'41'33"E (assumed). + 7. Vertical information shown hereon refers to the finished floor of the commercial building on subject property Orr r ,a. or- -p4 15 I�r2oa e -1 -being and elevation of 51.83, as shown on the pian furnished by the client. ' nn2-r .� 8. Based on the National Flood Insurance Program FIRM Map No. 12117CO045E, dated 4/17/1995, the above Lor --L -lQl.1�� PR�no�s�..i'� f,'�E-�-' described property is within a special flood hazard Zone "X", 9. The electronic image of this map contains horizontal positions for all features shown relative to an assumed datum. 10. This Survey was performed without benefit of a Title search. A Title search may reveal additional information affecting the Parcel as shown. 11. Unless shown, only those visible features in the immediate vicinity of the above described parcel boundary have been located. 12. Locations along E. Lake Mary Boulevard and West of the West side of parcel may no longer be current, REVIEWED due to ongoing construction. SOUTHEASTERN SURVEYING & MAPPING CORP. By:- _ Boundary and Topographic Survey 6500 All �"zierican h;>vievardOrlando, Moride 32BIU-4350 (407)2:)2-3-`,(407)2:)2-3-`,);MfaAf41)7)282--0141 Sanford Fire re entyan Div, C..t.. No, IB -£108 40'Survey Date: Drawing Number Scale: 1"=40' e-mail:info@tso-.,theis':ernsarveying.com GRAPHIC SCALE Date: _ 111 Q November 12, 2002 47913001 Drown Ry: JD - _ For: 0 20 40 80 _ aa�l, CONCRETE FLUME WITH SKIMMER SEE DEATIL A h y 0� 4 1 4 4 0'1+44.2 1 aa. 4- O 1 a� a y + 3 a0 4446.51 + 465 tia 45..88 �0 45.11 0 } y ,� 6 • 46.0 a� 45.8 a�. 46.06 TREE LIN + O 0 + rL a + + CN rn 0 o aah 0 a 46 + a as h 'Sa 44.6 + 1+� 45.0 INV.=44.03 a a 44.60 44.28 44.20 as TREE LINE 44.4 �O +44.+ 0 +O a�0 h 44.1 's a CONCRETE FLUME WITH SKIMMER a 46.0 + �q 450 + +a ro+ �+ 0 SEE DETAIL B •\+ aah+ 44.0 +a + @ y tK . a ate, a o+ OO t q, ° a`' tKb y ay. a age'+ a0• +00• to. ay. a0. a +tK + +a g a 45.7 TRE LIN S,g + TREE LINE a`°� a� a + + + + o S89.41 '33" W + 871.20' a aa`y aa' t. ti t�° as rl, as 111 , a I � a a a� + as a a aa�o +a +aa + f a a'S- +� + l 0 • a5' �� _ I a / NOT TO SCALE \ \ `10' DRAINAGE EASEMENT O.R.B. 2106, PAGE 1636 / \ / TOP SKIMMER / 46.45 \ 46.51 7.5' ROUND \ / 45:88• . 45.11 �� \44.53 1 ' CONCRETE FLUME BOTTOM SKIMMER 44.48 FRONT VIEW I I OD M I SKIMMER d� 4 �h 46.51 a0 46.46 45.11 45.88 / \ a 46.06 / \ ay CONCRETE FLUME / a • ay. `TOP VIEW f / br + +a�0 % DETAIL B �1 TRACT C NOT TO SCALE SILVER LAKES INDUSTRIAL PARK REPLAT \ \ PLAT BOOK 45, PAGES 54-62 // TOP SKIMMER \ r46.50 46.50\2.0 / `GROUND \ / 45.33 45.56 \ 44.28 \ / CONCRETE FLUME BOTTOM SKIMMER 44.27 I FRONT VIEW ` r SKIMMER 46.50 44.27 44.28 46.51 46.53 46.51 I 45.33 45.56 + 4.49 \ CONCRETE FLUME / \ 45.69 + 4.60 / 45.80 \ 44.27 44.20 / \ TOP VIEW 1 CONTROL STRUCTURE II THE NORTH 625 FEET OF THE WEST 871.20 FEET OF THE SOUTHWEST 1/4 OF THE SOUTHEAS 1/4 OF SECTION 7, 0 ary' = a II TOWNSHIP 20 SOUTH, RANGE 31 EAST, SEMINOLE CW,,F A 47.42 0 TOP -46.03 WEI' DET NTl I o D LE ' THE NORTH 25 FEE SI R LAKE p ro E ON POND o, I II ROAD RIGHT OF WAY. a�• �°j 0• �� INV.=42.22 �. _ by a� as a +a a^ •any a +a0 ta, w II 0 + +a0� .K. A E �� E +RIP-IeAP =0Q, 45 4 RC�� ��a�� a`►9 aye a: a I It SURVEYOR'S REPORT: �a h°q� o ah -_ ti z I. Utility locations if shown hereon are based on field location of markings by Utility Company representatives, surface a' aae�:b?` a'h• 6 a°• � `y' II Y features and construction plans furnished to the surveyor. Additional sub -surface utilities may exist that have not ti 'y 43 a v y +a� ro �� 4's + p 9 N� II been field located. to o ati ati• ,•2 obary 0 �~ +aOJi+tea ^ 4 II 2. Easements or rights of way that > 0 R a + a U roa g y appear on recorded plans or that have been furnished to the surveyor by others a ary' ti0 a1 •% Nv.=a2.1�- -5� have been incorporated into this drawing with appropriate notation. Other easements may be discovered b a ar1°' 06 r0 0b + a`1 �°' SpR +a o w� II search of the Public Records. y y _ {. , a V a rt • Js E40ER ti3. + + a a� T SWALE ati. �_ 1 win II 3. Measurement methods used • for this survey meet MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING a RIF' -RAP REE �E y9 ti II CH. 61G17--6 requirements. SOUTH LINE OF THE NORTI4 625' OF T4 WEST 871.20 FE F THE g + a x II SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 SECTION 7-20- a aryl oo I'T 4. Not valid Without the signature and raised seal of a Florida licensed surveyor and mapper. w� + y1 ati� y� aS' �w �� 5. Features shown by symbol as indicated in the legend are not to scale. yn� a`y6 +a a rz- 11 a +FND. PRM �o a 6. Bearings shown hereon are based on the North line of the Southwest 1/4 of the Southeast 1/4 of Section 7, LS#4285 �+ + x`111 Township 20 South, Range 31 East, as being N89'41'33"E (assumed). + 7. Vertical information shown hereon refers to the finished floor of the commercial building on subject property Orr r ,a. or- -p4 15 I�r2oa e -1 -being and elevation of 51.83, as shown on the pian furnished by the client. ' nn2-r .� 8. Based on the National Flood Insurance Program FIRM Map No. 12117CO045E, dated 4/17/1995, the above Lor --L -lQl.1�� PR�no�s�..i'� f,'�E-�-' described property is within a special flood hazard Zone "X", 9. The electronic image of this map contains horizontal positions for all features shown relative to an assumed datum. 10. This Survey was performed without benefit of a Title search. A Title search may reveal additional information affecting the Parcel as shown. 11. Unless shown, only those visible features in the immediate vicinity of the above described parcel boundary have been located. 12. Locations along E. Lake Mary Boulevard and West of the West side of parcel may no longer be current, REVIEWED due to ongoing construction. SOUTHEASTERN SURVEYING & MAPPING CORP. By:- _ Boundary and Topographic Survey 6500 All �"zierican h;>vievardOrlando, Moride 32BIU-4350 (407)2:)2-3-`,(407)2:)2-3-`,);MfaAf41)7)282--0141 Sanford Fire re entyan Div, C..t.. No, IB -£108 40'Survey Date: Drawing Number Scale: 1"=40' e-mail:info@tso-.,theis':ernsarveying.com GRAPHIC SCALE Date: _ 111 Q November 12, 2002 47913001 Drown Ry: JD - _ For: 0 20 40 80 _ :ATION PL 0o v 0o r.. F. I DETAIL AT RIGID FRAME COLUMN BASE DETAIL. A61 NOTE: ANCHOR BOLTS SHALL HAVE 2112" PROJECTION ABOVE TOP OF SLAB. DETAIL AT STANDARD ENDWALL COLUMN BASE DETAIL 2 AB1 r NOTE: ANCHOR BOLTS SHALL HAVE 2 1!2" PROJECTION ABOVE TOP OF SLAB. ISSUED FOR PERMIT ONLY W ■_ co W q � U LU cn� Z Lu W HOS t� N Q c L 0 ; o z z Cl 9 ❑ocow 00 r'.c �� m .E 0 w � d - O o c� z�. ww o� �) L4 O M Q) 0 U W g 0 U`ao 0 m Z -j L _ —�,=w r ■ V W Z <D m x w Lut `■.' W U x OQ vi W (1) CL CW C Q ILL. r.rj DRAWN J. MILLER CHECKED JOB NUMBER XF60206 DATE 2118105 REVISIONS THESE DRAWINGS ARE THE PROPERTY OF THE ENGINEER AND BSX AND MAY NOT BE REPRODUCED OR REUSED WITHOUT PERMISSION AND CREDIT DRAWING NUMBER AB1 ANCHOR BOLT LOCATION PLAN l:C� COPYRIGHT iM RICHARD A. POWELL, P,C, PURLIN LOCATION TABLE BAY PC.SECTION Ci)c, W9 ENGTH LAP LENGTH 1 P1 8X IWI$ 26'- 31/2" 6'- 3112" 2 P2 8x2.5216 26'- 7112" 6' - 3 112" 3 U W? 0;! 4 � UJ� LL ROOF FRAMING PLAN KJ ELE. VARIES 4x3x16GA. RAKE ANGLE (LLV) CONT. FASTENED TO EACH PURLIN FLANGE WITH 2 - #14 STRUCT. SCREWS OR WELD 8x3.5C ENDWALL RAFT. 45' - 0" TO LINE 1 1' - 2" 1' - 0" 8" 6" NOTE: ALL BOLTSSHALLBE 112" DIA. x 11/4" A307. [-- 8x2.5Z PURLIN L2x2x118 FLANGE BRACE (NIS) TYPICAL AT EACH PURLIN SECTION � "i""'IIIIIIIi E1 A 49'- 0" 24' - 6" 241-611 8" 5' - 4" 14' - 0" 91.091 '-0" 14'- 0" DOOR OPENING DOOR OPENING 3 - 5/8" DIA, x 2" A325 BOLTS 12 gx3.504 8x3.5C14 P3 P4 P3 a P4 ca CV ' CV CV IN -CO 00 OD P3 P4 I� 5' 4" 811 12 ti IX3.5C14 8x3.5C14 P3 o N P3 �. LR M N 1 00 opo P3 FRAMING ELEVATION AT LINE 1 NOTE: ALL GIRTS AT LINE 1 SHALL BE 8x2.5Z16 NOTE: DOORS ARE NOT FURNISHED BY BSX. HOWEVER, DOORS � MUST BE DESIGNED AS COMPONENTS & CLADDING TO PROTECT THE BUILDING ENVELOPE AND MAINTAIN AN "ENCLOSED" WIND LOAD CLASSIFICATION FOR THE STRUCTURE. A I - 0" 24' - 6" 241. 6" 241.7" 4 -SPACES AT 5'-p"=20'-0„ ��„ 3 - 12 BOLTED END PL. SPLICE: 8.518" DIA. x 21/4" A325 BOLTS (TYP.) L RIDGE 1, 311 FB8W14 (NIS) 12 L2x2x118 KNEE BRACE (N/S) (TYPICAL) 1 & 2 ISSUED FOR PERMIT ONLY NOTE: This drawing to be read in conjunction with the following pre -fabricated metal building design documents: 1) Letter of Design Certification 2) General Notes I Specifications 3) Reactions for Foundation Design Do NOT proceed with erection without thorough examination and understanding of the General Notes / Specifications. If the General Notes I Specifications have been lost or are otherwise missing, contact BSX for a replacement copy before proceeding. W Ci)c, W9 F./.+ U W? 0;! � UJ� LL �5: Z W 1I.... V1 N g Y a >_�E �- C/)- 0 c� Z Z Q, D OXN•� J .JQ'�' H� � W 0 o c� C� w W 1 r - H o "" o U �-H 0 W rilli A-, 0 F— W W U 0 z VO -51 m Z r--� � _ F: ulli .. V W in x Z W W 00 inj co CL W Q U. J DRAWN I MILLER CHECKED JOB NUMBER XF50206 DATE 2118105 REVISIONS THESE DRAWINGS ARE THE PROPERTY OF THE ENGINEER AND BSX AND MAY NOT HE REPRODUCED OR REUSED WITHOUT PERMISSION AND CREDIT DRAWING NUMBER El FRAMING ELEVATIONS © COPYRIGHT IM RICHARD A. POWELL, P.E. B 49'-0" 24' - 6" 24' - 6" 891 15' - $'1 —111110- 16' - 4" 151-8 9-111111 L. RIDGE 241-711 il ZU 3, �.4,. I 4 - SPACES AT 61 - 0 1 3 - 518" DIA. x 2" E1 A325 BOLTS 12 . --12-{- $x3.5012 8x3 -5C12 P5 P6 P5 1' -1 314" 1' -1 314" V 13/4" 1' -1 314" E2 —V P5 P6 P5 N W IC4 LO O r r E2 ".j =� 1100 � � p P5 P6 P5 FRAMING ELEVATION AT LINE 3 NOTE: ALL GIRTS AT LINE 3 SHALL BE 8x2.5216 W UJ z M 0 00 OA CONN. PLATE (FIS) (TYPICAL) SECTION ri"� E2 NOTE: 8x2,5C SHEAR COLLECTOR BLOCKS NOT SHOWN IN THIS VIEW FOR CLARITY. SEE SECTION 2 I E2. 8" 3 3 2 45' - 0" 22'.611 220. 6" 8" 21' -10" 199-011 -- 3' - 611 8x3.5C14 8x3.5C14 -- -- C _ UMT oe> cV I I 00-1j 1 P7 P7 I I II I V -1 3/4" 1' -1 314" I I II �11II � II F- III P7 7P I I C) ,�IIII� a a I� C) � N C14 C4 11 X CO H 00 1� m m I ao U I P7 P7 I <n N00 11 I II I NOTE: USE 2 -112" DIA. x 1 114" A307 BOLTS TO FASTEN SHEAR COLLECTOR BLOCKS TO CORNER COL. 45'-0 TOLINE 1 8x2.5C16 SHEAR COLLECTOR BLOCKS 8x2.5C CORNER COL. SECTION 2 E2 DOUBLE 8x2.5C ENDWALL COL. I I I L 8x2.5Z EW GIRT I ELE: 3' - 6", 7' - 4" &12'-4" FRAMING ELEVATION AT LI NOTE: ALL GIRTS AT LINE A SHALL BE 8x2.5Z16 n Be I 451.011 _ 22' . 6" 22' - 6" 3'-6" 19'-0" 21'-10" C) 8x3.5C14 8x3.5C14 W) oA ZID -- ;� I II I I O r- i II M V- 1 3/4" is I P7 -B � B 49'-0" 24' - 6" 24' - 6" 891 15' - $'1 —111110- 16' - 4" 151-8 9-111111 L. RIDGE 241-711 il ZU 3, �.4,. I 4 - SPACES AT 61 - 0 1 3 - 518" DIA. x 2" E1 A325 BOLTS 12 . --12-{- $x3.5012 8x3 -5C12 P5 P6 P5 1' -1 314" 1' -1 314" V 13/4" 1' -1 314" E2 —V P5 P6 P5 N W IC4 LO O r r E2 ".j =� 1100 � � p P5 P6 P5 FRAMING ELEVATION AT LINE 3 NOTE: ALL GIRTS AT LINE 3 SHALL BE 8x2.5216 W UJ z M 0 00 OA CONN. PLATE (FIS) (TYPICAL) SECTION ri"� E2 NOTE: 8x2,5C SHEAR COLLECTOR BLOCKS NOT SHOWN IN THIS VIEW FOR CLARITY. SEE SECTION 2 I E2. 8" 3 3 2 45' - 0" 22'.611 220. 6" 8" 21' -10" 199-011 -- 3' - 611 8x3.5C14 8x3.5C14 -- -- C _ UMT oe> cV I I 00-1j 1 P7 P7 I I II I V -1 3/4" 1' -1 314" I I II �11II � II F- III P7 7P I I C) ,�IIII� a a I� C) � N C14 C4 11 X CO H 00 1� m m I ao U I P7 P7 I <n N00 11 I II I NOTE: USE 2 -112" DIA. x 1 114" A307 BOLTS TO FASTEN SHEAR COLLECTOR BLOCKS TO CORNER COL. 45'-0 TOLINE 1 8x2.5C16 SHEAR COLLECTOR BLOCKS 8x2.5C CORNER COL. SECTION 2 E2 DOUBLE 8x2.5C ENDWALL COL. I I I L 8x2.5Z EW GIRT I ELE: 3' - 6", 7' - 4" &12'-4" FRAMING ELEVATION AT LI NOTE: ALL GIRTS AT LINE A SHALL BE 8x2.5Z16 n Be I 451.011 _ 22' . 6" 22' - 6" 3'-6" 19'-0" 21'-10" 4 8x3.5C14 8x3.5C14 oA V W ;� I II I I P7 II P7 i II 1' -1 314" V- 1 3/4" II I I I I P7 -B � P7 SII I I I I v ❑ .w� ❑>CN � E c J II o m o o00�E 0:,L E � II Q z C) c� ¢ �1� 1 II H 0 � H 1,��` � o � � � 0 II P7 P7 I I II I f\V-, 0 8" .-- 00 U ri 00 Lq 00 LO 00 FLAMING ELEVATION AT LINE B TE: ALL BOLTS SHALL BE NOTE: ALL GIRTS AT LINE B SHALL BE 8x2.5Z16SSUED FOR PERMIT ONLY 112" DIA. x 11/4" A307. NOTE: T -1 3l4" 1' -1.3/4" This drawing to be read in conjunction with the following pre -fabricated metal building design documents: 1) Letter of Design Certification 2) General Notes 1 Specifications 3) Reactions for Foundation Design SECTION Y EZ Do NOT proceed with erection without thorough examination and understanding of th General Notes / Specifications. If the General Notes 1 Specifications have been lost or are otherwise missing, contact BSX for a replacement copy before proceeding. vc 0 00 W W 4 oA V W ;� r i Dco a > 0 C0 -B � z (1) 2' v ❑ .w� ❑>CN � E c J ,J o , � o ._ m �CD m o00�E 0:,L E � W z C) c� H F.L.I H 0 � H 1,��` � o � � � 0 W o f\V-, 0 F— U W g N a 0 U 0 00 >� 0m z •-J � _ ..Z F— 9 ( LU in 0 V - 2 X Z w . W U O TM W C/) CL W a LL J DRAWN J. MILLER CHECKED JOB NUMBER XF60206 DATE 2118105 REVISIONS THESE DRAWINGS ARE THE PROPERTY OF THE ENGINEER AND B$X AND MAY NOT BE REPRODUCED OR REUSED WITHOUT PERMINION AND CREDIT DRAWING NUMBER E2 FRAMING ELEVATIONS © COPYRIGHT IM RICHAR4 A. POWeLL, F.I. I r i G 2 3 45' - 0" DOWNSPOUTS (TYP.) (PLACE AS REQD.) , GUTTER I-- W W 4 X o ULL w ca M Z WAN 0, Oct U, ills 0 Z z�� � IN ao J 1m�,� m aEi � W W � d- O V Z ,0 w� Zi pG Ww H O� W � � � :A a F -- � : • U W ,`lu�■.tlCf� Z CQ� z ® F3 '0 V > 0 m ZJL= _ U W z- W Z `7U� O 1(!) W co CLI W Q Ll.. J DRAWN J. MILLER CHECKED JOB NUMBER XF50206 DATE 2/18105 REVISIONS THESE DRAWINGS ARE THE PROPERTY OF THE ENGINEER AND BSX AND MAY NOT BE REPRODUCED OR REUSED WITHOUT PERMISSION AND CREDIT DRAWING NUMBER E3 PANEL PLANS o� COPYRIGHT MV RICHARD A. POWELL, P.E, W GUTTER we ROOF PANEL FILA CAUTION! LIGHT TRANSMITTING PANELS LTP ARE NOT DESIGNED AS "COMPONENTS & CLADDING" AND ARE NOT DESIGNED FOR CONCENTRATED LOADS FROM HUMAN FOOT TRAFFIC, THEREFORE, PARTICULAR CARE MUST BE EXERCISED DURING CONSTRUCTION AND ROOF MAINTENANCE OPERATIONS TO PREVENT PERSONS FROM STEPPING OR STANDING ON LTPs. FAILURE TO TAKE APPROPRIATE PRECAUTIONS MAY RESULT IN SERIOUS BODILY INJURY. USE SHEET METAL PLIERS TO BEND FLATS OF PANEL ENDS UPWARD TO FORM DAM AGAINST POSSIBLE WATER INFILTRATION. OUTSIDE RUBBER FILLER W/ MASTIC SEALANT "PBR" ROOF PANEL--\ \ n 26 - PANELS AT 24'- 5" REQD. \_9 - RIDGE CAPS REQD. (1:12) w Irl q T' 49'-0" C9 0 0> W . 1 1 1 N CV Cr! CO r r r M C7 CV CV 17k 3 2 45' - 0" 15•PANELS AT RIDGE t OPTIONAL RIDGE VENT ____ RIDGE VENT SKIRT FASTENED TO EACH PANEL HIGH - RIB I ROOF LAP SCREW t OPTIONAL INSULATION —1 `— ROOF PURLIN BLANKET t OPTIONAL FACING OF INSULATION BLANKET L RIDGE VENT INSULATION TRIM FASTENED TO END OF ROOF PANEL' (POP RIVET TO PANEL HIGH -RIBS WI ADHESIVE TAPE (BY OTHERS) ON TOP SIDE) TYPICAL INSTALLATION DETAIL OF RIDGE VENT INSULATION TRIM NOTE: SEE RIDGE VENT MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION OF END CAP SKIRTS, SPLICE GUTTERS, 112" AND MODIFICATION OF VENT END CAPS FOR ROOF SLOPES GREATER THAN 1 IN 12. 2•, �11 112" t17EM MAY BE PURCHASED FROM BLDG. MANUFACTURER DETAIL OF RVI TRIM BUT IS NOT ESSENTIAL FOR STRUCTURAL INTEGRITY. STEEL ROOF PANELS (TYPE "PBR") APPLY CONT. BEAD OF MASTIC BETWEEN PANEL RIBS @ LTP \ SIDELAPS (TYP.) fi OPTIONAL LIGHT TRANSMITTING PANEL (36" WIDE COVERAGE) Prk-IMU-10 LINE 3 STEEL ROOF PANELS (TYPE "PBR") ROOF LAP SCREWS SPACED NOT MORE THAN 12" O.C. @ LTP SIDELAPS �—T OPTIONAL LTP INSULATION TRIM (TYP.) t OPTIONAL INSULATION - BLANKET FACING OF INSULATION BLANKET — FASTENED TO INSIDE OF LTP TRIM WITH ADHESIVE TAPE (BY OTHERS) TYPICAL INSTALLATION 'DETAIL OF ILTP INSULATION TRIM NY TE. YROOFING SYSTEM IS REQUIRED TO YYYYYYYYYYY.� WHEN Y MEET A U.L. 90 UPLIFT CLASSIFICATION, TRANSLUCENT Y PANEL RIB REINFORCEMENT AND TRANSLUCENT PANEL y PURLIN REINFORCEME14T IS REQUIRED. SEE UNDERWRITER LABORATORIES CONSTRUCTION N0. 167 FOR COMPLETE DETAILS. t ITEM MAY BE PURCHASED FROM BLDG. MANUFACTURER BUT IS NOT ESSENTIAL FOR STRUCTURAL INTEGRITY. 11# 112" --� 'L 11/4" 2 1/2" DETAIL QF LTP TRIM ISSUED FOR PERMIT ONLY NOTE: This drawing to be read in conjunction with the following pre -fabricated metal building design documents: 1) Letter of Design Certification 2) General Notes / Specifications 3) Reactions for Foundation Design Do NOT proceed with erection without thorough examination and understanding of the General Notes / Specifications, If the General Notes / Specifications have been lost or are otherwise missing, contact BSX for a replacement copy before proceeding. W W 4 X o ULL w ca M Z WAN 0, Oct U, 0 0 Z z�� � -- ®CCN ao J 1m�,� m aEi � W W � d- O V Z ,0 w� Zi pG Ww H O� W � � � :A a F -- U W Q Z CQ� z ® F3 '0 V > 0 m ZJL= _ U W z- W Z `7U� O 1(!) W co CLI W Q Ll.. J DRAWN J. MILLER CHECKED JOB NUMBER XF50206 DATE 2/18105 REVISIONS THESE DRAWINGS ARE THE PROPERTY OF THE ENGINEER AND BSX AND MAY NOT BE REPRODUCED OR REUSED WITHOUT PERMISSION AND CREDIT DRAWING NUMBER E3 PANEL PLANS o� COPYRIGHT MV RICHARD A. POWELL, P.E, GIRT LINE GIRT LINE t OPTIONAL INSULATION BLANKET WALL PANEL_ WALL PANEL-. WALL PANEL----_.. , _ t OPTIONAL INSULATION BLANKET *OPTIONAL 4x3x16GA. BASE ANGLE (SLV) t OPTIONAL INSIDE FASTENED TO FOUNDATION AS t OPTIONAL INSIDE RUBBER FILLER �\ NEEDED TO RESIST SHEAR RUBBER FILLER t OPTIONAL INSIDE FROM PANEL DIAPHRAGM AS .RUBBER FILLER / WELL AS TRANSVERSE LOADING OPTIONAL 1x1x16GA. GALVD WALL % FROM PANELS (SEE FOUNDATION WALL _ WALL BASE TUBE CAST - IN - PLACE SCREW -W- � / DESIGN BY OTHERS). SCREW TOP OF SLAB SCREW' ---,._TOP OF SLAB TOP OF SLAB if r QPJIQNAL,. BASE TRIM 11/2" x 11/2" PANEL tDPTQN& BASE TRIM -� RECESS @ EDGE OF - FLOOR SLAB TYPICAL DETAIL @ BASE OF WALL WITH TYPICAL DETAIL @ BASE OF WALL WITH 13ASE TUBE (W/O FORMED PANEL RECESS), PANEL RECESS FORMED IN FLOOR SLAB � (TYPE "R" OR "PBR" WALL PANEL) (TYPE "R" OR "PBR" WALL PANEL) *ITEM MAY BE PURCHASED FROM BLDG. MANUFACTURER *ITEM MAY BE PURCHASED FROM BLDG. MANUFACTURER OR SUPPLIED BY OTHERS, BUT IS ESSENTIAL FOR OR SUPPLIED BY OTHERS, BUT IS ESSENTIAL FOR INTEGRITY OF STRUCTURE. INTEGRITY OF STRUCTURE. t ITEM MAY BE PURCHASED FROM BLDG. MANUFACTURER t ITEM MAY BE PURCHASED FROM BLDG. MANUFACTURER OUT I$ NOT ESSENTIAL FOR STRUCTURAL INTEGRITY. BUT IS NOT ESSENTIAL FOR STRUCTURAL INTEGRITY. GIRT LINE t OPTIONAL INSULATION BLANKET *OPTIONAL 4x3x16GA. BASE ANGLE (SLV) FASTENED TO FOUNDATION AS _ NEEDED TO RESIST SHEAR FROM PANEL DIAPHRAGM AS WELL AS TRANSVERSE LOADING FROM PANELS (SEE FOUNDATION DESIGN BY OTHERS). TYPICAL DETAIL @ BASE OF WALL WITH BASE ANGLE (W/O FORMED PANEL RECESS GIRT LINE GIRT LINE ROOF LAP SCREW SIDEWALL GIRT---,,\ "PBR" ROOF PANEL @ 20" o.c. (UNO) WALL SCREW WALL PANEL (TYPICAL) WALL LAP SCREW FROM CORNER FLASHING INTO WALL PANEL @ 24" O.C. MAX. SPACING. (UNO) ENDWALL CORNER COLUMN ENDWALL GIRT w M WALL SCREW CGS CLIP r CREWS @ 24"o.c. (UNO) INTO FLANGE NER COLUMN FOR @�JILDINGS BRACED HRAGM ACTION, OUTSIDE CORNER FLASHING WALL LAP SCREW FROM CORNER FLASHING INTO WALL PANEL @ 24" O.C. MAX. SPACING. (UNO) TYPICAL OUTSIDE CORNER DETAIL (aa POST AND BEAM ENDWALL (TYPE "R" OR "PBR" WALL PANEL) ROOF SCREW--\ ROOF PURLIN C Iv U VV /ALL RAFTER t OPTIONAL INSULATION BLANKET (TYPE "R" OR "PBR" WALL PANEL) *ITEM MAY BE PURCHASED FROM BLDG. MANUFACTURER OR SUPPLIED BY OTHERS, BUT IS ESSENTIAL FOR INTEGRITY OF STRUCTURE. t ITEM MAY BE PURCHASED FROM BLDG. MANUFACTURER DUT IS NOT ESSENTIAL FOR STRUCTURAL INTEGRITY. GUTTER SUPPORT STRAP x 14 LONG @ 48" TO 72" o.c. INSTALL CONT. BEAD OF (FASTENED WITH 3 - ROOF LAP SCREWS AS SHOWN) - MASTIC BETWEEN RAKE (INSTALL CONT. BEAD OF MASTIC BETWEEN PANEL FLASHING & RIB OF ROOF AND STRAP) / PANEL. "PBR" ROOF PANEL-� ---RAKE FLASHING WALL SCREW WALL LAP SCREW FROM — RAKE FLASHING INTO PANEL RIB @ 24" o.c. (UNO) t OPTIONAL OUTSIDE RUBBER FILLER WALL PANEL TYPICAL RAKE DETAIL @ POST & BEAM ENDWALL (TYPE "R" OR "PBR" WALL PANEL) t ITEM MAY BE PURCHASED FROM BLDG. MANUFACTURER BUT IS NOT ESSENTIAL FOR STRUCTURAL INTEGRITY. t OPTIONAL INSULATION BLANKET A, B GIRT LINE ,4'► ROOF SCREW-/ WALL SCREW- SAVE STRUT) t OPTIONAL INSIDE RUBBER FILLER GUTTER ROOF LAP SCREW @ 12" O.C. FROM PANEL TO GUTTER (LOCATE ADJACENT TO HIGH - RIB OF PANEL) t OPTIONAL INSULATION BLANKET WALL PANEL TYPICAL EAVE DETAIL WITH GUTTER (TYPE "R" OR "PBR" WALL PANEL) t ITEM MAYBE PURCHASED FROM BLDG. MANUFACTURER ISSUED FOR PERMIT ONLY BUT IS NOT E$SENTIALFOR STRUCTURAL INTEGRITY. 0t00 LLJ W , 4 w W~ UUL w �' W N Z N_ Q co iE c (I W ® �cojm� ❑xN.p C) E im tib O L E a .- a>, r�rTv� W O d' O OVZ � W H 0 ' W.A 0 a C� �0� rn� O I— U W Q Z QOM z > m Z J o0 LL. _ z uj �-�- 0�= o It- x LLIZwt Lu O� v x UJI 2 'Q LL J DRAWN J. MILLER CHECKED JOB NUMBER XF50206 DATE 2118105 REVISIONS THESE DRAWINGS ARE THE PROPERTY OF THE ENGINEER AND BSX AND MAY NOT BE REPRODUCED OR REUSED WITHOUT PERMISSION AND CREDIT DRAWING NUMBER E4 FLASHING DETAILS C) coPrR�crrr �� RICHARD A. row[u. r.e. SIDEWALL GIRT ENDWALL CORNER COLUMN SHEAR COLLECTOR BLOCKING ENDWALL GIRT A GIRT LINE �rJ *4x3x16GA. RAKE ANGLE (LLV) GIRT LINE CONT. FASTENED TO EACH PURLIN FLANGE WITH 2 - #14 STRUCT. SCREWS OR WELD "PBR" ROOF PANEL ROOF LAP SCREW - @ 20" o.c, (UNO) \ WALL SCREW \. WALL PANEL ROOF SCREW ROOF SCREE" -\ TYPICAL \` (TYPICAL) ) WALL LAP SCREW FROM I CORNER FLASHING INTO I II /-DOORJAMB WALL PANEL -� WALL SCREWS \ AS NEEDED -JAMB FLASHING INSTALL CONT. BEAD OF 20" O.C. (UNO) FOR CAULK MASTIC BETWEEN RAKE BLDGS. BRACED BY AS NEEDED FLASHING & RIB OF ROOF DIAPHRAGM ACTION PANEL. SECT. A - A ,,,--RAKE FLASHING WAIL PANEL � 24" n,c. I II I WALL SCREW MAX. SPACING. (UNO) I N— I / WALL PANEL WALL LAP SCREW z -RAKE FLASHING INTO FROM PANEL RIB @ 24" o.c. (UNO) � I � OUTSIDE CORNER ROOF PURLIN c9 � L — — — FLASHING D13u J OPTIONAL OUTSIDE SEE "EXPLODED _______...__ DETAIL OF JAMB T( WALLSCREW CG8 CLIP WALL LAP SCREW FROM NOTE: USE MIN. OF (Z) WALL SCREWS CORNER FLASHING INTO. INTO FLANGE OF EACH SHEAR WALL PANEL @ 24" O.C. COLLECTOR BLOCKING. MAX. SPACING. (UNO) TYPICAL OUTSIDE CORNER DETAIL a� SET -SACK POST AND SEAM ENDWALL (TYPE "R"' OR "PBR" WALL PANEL) RUBBER FILLER HEADER FLASHING JOINT" I ENDWALL RAFTER - - - T OPTIONAL INSULATION I - WALL PANEL BLANKET DOOR OPENING TYPICAL SET=BACK EN WALL RAKE DETAIL. WIDTH (TYPE "R" OR "PBR" WALL PANEL) t ITEM MAY BE PURCHASED FROM BLDG. MANUFACTURER TYPICAL JAMB HEADER FLASHING DETAIL BUT IS NOT ESSENTIAL FOR STRUCTURAL INTEGRITY. (TYPE "R" OR "PBR" WALL PANEL) WALL PANEL WALL SCREV t HEADER HEADER FLASHING --/ SECT. B - B R FLASHING .I— V- 0" FOR 2'- 3112" LAP L COL. / RAFT. 2' 0" FOR 4'- 3112" LAP - & PURLIN LAP X- 0" FPR 6'- 3112" LAP '2' .411 HEADER FLASHING 13/4' 13/4'1 2" 2„ NOTE: ALL FASTENERS USED AT THIS CONNECTION SHALL FIELD CUT & BEND DOWN TAB BE A3071/2" x 11/4" DIA. BOLTS ON HEADER FLASHING. INSERT �- TAB INTO JAMB FLASHING 81 =CUT- FASTEN WITH POP RIVET. CAULK _ _ JOINT AS NEEDED. - - - I I JAMB FLASHING EXPLODED DETAIL OF AMB TO HEADER FLASHING JOINT �L2x2x118 FLANGE BRACE (SEE FRAME ELEVATION FOR LOCATION) WIDE FLANGE COL. OR RAFT. TYPICAL GIRT I PURLIN DETAIL @ 4P CONNECTION & FLANGE BRAC EAVI TYPICAL BRACE DETAIL AT RIGID FRAME KNEE 0 z Z W x M o o w W _ 0 0 ►IN FRAME YTER tAM E N ISSUED FOR PERMIT ONLY wim co co W WM4 O r•. UJI � UL k W�C4 � m Z � °'-*. L �.. C L z l� Zc � O®N a m co .- w � W 0 d - O H w W 0 0� V l O c+1 rT� � W � U o� 0.�i �v A� �o V W g aF... o 0 Z 25Z a V O oA Z J LL� _- z w w W Z W n O C') U Iq (L � U. J DRAWN J. MILLER CHECKED JOB NUMBER XF50206 DATE 2118105 REVISIONS THESE DRAWINGS ARE THE PROPERTY OF THE ENGINEER AND BSX AND MAY NOT BE REPRODUCED OR REUSED WITHOUT PERMISSION AND CREDIT DRAWING NUMBER E5 FLASHING DETAILS © coP uff 19"NotmD k Pmu, lut wim 0 oA XISTING� R1S-:E-R.S-..*� .14-/2-000 �88 j� --e —e- �T__T' _�S &TZ -S -T Eef � __T_C� _R t�t_,71—A—T tl till -I i 411 311 �•'i 'a _ 11 1 211 0 0 tt• - f A �.. 0 0 1144 z ` 1', : 1 s-11� " 3 I -6 1 15-0 15-0 15-0 15-0 15-0 15-0 �`" I I x 2 MECH 71 x1,-1 /4 MECH TEE/ ' I I 406 306 I I 1 1 EGH TEE TE ' INTO EXISTING MAIN 4 X1-1 MECH TEE I I 405 305 I 1 N0T•E: EARS- TCS B E ADDED J NDE -R DUCT E XCEED 1 N'G , i 4'. 0"' N WI DTH OR CAUSING A N OB STR U C T1 O'N " 1 404 3D4 ._ I - • • T- I - 1 4D3 3Q3 I B R TT 1 -47) N CH L_ I I//4', •.IES . �--.---1 I X 0 I i toLe- CONNECT TO. E ISTI I I� A D PIPE AS SHOWN — • I aoo 300 ' t 0 0 � Gtille!ri11 NotCu�- Staley Consulting, Inc. -- - - 9 Registered Fire Protection Engineers & Risk Consultants 19 East Broadway Street Oviedo, Florida 32765 Phone 407-977-1220 \ Fax - 407-977-1248 Email - wdpstaley@earthlink.ne 71 10 co 104 204 50 .3 `D .3 3 _4-1-____ .12-2 O6 � i2 103 203 i -� to Q5 C� U .1 . LO 02 (2oz .a a.. I , G O U� NEW BUILDING { -► I ADDIT 0H-GP110_ � I MAcH,PE, 101 20,1 I F R r I Florida PE License #46710 I • \ t G LV. F-) TZ.E.A PLAN NORTH C LOSE tino� . -s N• n ZZ. 1-1ERL .S np11)LW9F_y Lt R_ZftQ.LS GELL)PIL ►: 3 3 3 4-1P2 12-1 0-6 ---.AB0V_E_M.1=ZZ N_!N_.E FIRE PROTECTION SCALE: 1/8' -1�_O, PIPING PLAN N No. Revision/Issue Date S4 - _ _ BELOW I 53 �� r- .� _ -- ----.. 3 ) ~ G3 3 3 O (!Firm Name and Addrees _-- -I{2 -4 6-1 MID FLORIDA ;I Y, S/1(VFORD BUILDING DEPT. r� O ACCSE PLAN --FOR P R REVIEWED AND CONDITIONALLY FIRE PROTECTION., INC. 3 3 3 ACCEP"rED FOR PcRt111T. A PERiYII'r IS5UEp SHALL BC 0-6 �, 8-10 a 6- a o CONS RUCs To 8E n LICENSE ThIF WORK E;(D f,}r Nuc TU PFiUCECp Wri-H 2653 MERCY DRIVE CANCEL. AL.TFFt,'rljR` 5ET rHUriITY TU VIOLATE, FRUVISiC>NSQFANY o lH='rECHNiCFI CODESr�O25HP!'L ORLANDO, FLORIDA I ISSUANCE OF A PER01i r PREV - f': IE BUILDING ' D`PT 1=F `��'I THERE f2CQUIRING A C.ORFz�c- TEL <407) 292-6388 rION Uf' ERRORS Or.: T 1\ FAX (407) 292-6430 OR OTNr_ : THE PI_t\NS. CONSTRUCTION r• VIOLP:I'IQt�IS OF THE CODES. w I I 1 r O t .- a =�A1 �� w I 1 , 1 �y� � Nrojc(:l Nanti: rand Adcres. HANGER. # 1 -V pCTA L�- Taj IN A A"�.E MH WPA M %W EDIT) R 1 J. d°rA INVACARE _0 ALL AA"TEW LS TO W UL LIST®. TO BE UANUFACrl.� 1&dmfs PR 1 TDP BEAM ,CLAMP ��� � v' Ery STANDAW 1--M.5� -4 MANS TO 13E f ''" AND S'ACIIEED N ACCORDAPY,;.'E :-VffTH PSA 0 A SE )N 2-6. to MANS TO BE SOfDULE 10 UACK $TEEL PPE JONM BY SYM CNT NAME METAL • TEMP K NPT ORIF JMFG. MODEL# ESCUT CONN. O Ise UPRIGHT BRASS Z 155' 5.6 1/2" 1/2" GLa G �J_14 N/A Threoded UZI ADDITION J•� ��g'••�y�� ��•@y'yQ 1 2101 E. LAKE MARY BLVD_ L. "_J _1_ /CU 6'�'A_ I rV' AJ V --AMA 4i 7•.Ni 6�L/ f 1 / 1 e Ria..t t j i ROD --t�aa-a-t� TWE CUTL , I oUfflutWry (SPECIFY LENGTH) ftfE faaTUBE- aYNa-AofccsTEaP1 o SANFORD, FLORIDA :ten %" -rr CUR -Er €�TT�i3S n :S dP�� 'r0 W P"U(D AT Tri O • L Q o —_ �TCCT�C�N EX,oS�oNG � N SW F ��� -%4TTd GF- ALL C A".r. I -.0 ALL SYSTEM COTJ1T0_ VALVES TO IE C� [� X87 ALL'Y�AI.t.`F�'TFiATIC�Z TO BE4.(A.KEI? 1'rojc. i iur • � � ( 2002-82 HANGER RING M Tl4E RATM CF TFC P�CRILTED wAi1._ 3t A�..L-'Pti'1tdCd TO BE I ESI AW) R- PER . L d,� FP- I -f�YA AID LOCAL A!►ri'tdC rM. � ,) A . MARCH 18,2003 ; • T S I 61 P N I L a I G F E C I 0 1 I 2 I 3 I 4 I 5 1 6 1 7 I 8 1 9 1 10 I 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 I 20 SUTH EE EXISTING BUILDING -WEST ELEVATI❑N ELEVATIONS,, A-1.2 SCALE: NTS 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 1 12 1 13 1 14 1 15 TOP OF T/BM 125'-4" TOP OF SLAB 100'-0" TOP OF GRADE 16 Conti/ OFFIG 17 18 19 20 T GLE Associates, Inc. Architects • Engineers • Environmental Consultants AA 0002369• EB 05483 • ASBESTOS ZA 0000034 S 1320 N. SEMORAN BLVD. SUITE 203 ORLANDO, FLORIDA 32807 TELEPHONEi 407.858.4151 R FACSIMILEi 407.858.4410 www.gleassoclates.com Q 4' 'MY �O 2'- 200 PROJECT: INVACARE FACILITY 0 2101 EAST LAKE MARY BLVD. SANFORD, FLORIDA 32773 N CLIENT: INVACARE 2101 EAST LAKE MARY BOULEVARD SANFORD, FLORIDA M 32773 CONSULTANT: L K REVISIONS NO DATE DESCRIPTION BY 1 05/01/03 Plan Revision (Add additional exit door) DM J KEYPLAN M G E 1 DRAWN BY: DM JOB NO.: 03000-04076 CHECKED BY: DM DATE: 04/30/03 SCALE: 1/8"=1'-0" SHEET NAME C ELEVATIONS & DETAILS AT NEW DOOR TO EXTERIOR B SHEET NUMBER Am104 A E LAKE MARY POULEVARD (SILVER LAKE ROAD) N89*41'-)`3`-- R/W VARIES -mmmmmm� WAM i �srr r mm, arw. Aftmoommu—. mmm "Iftgyrus-00 Wft dmvmmmm11vmm� saw EXIST. ASPHALT PAVEMENT II - - - - - - - - - - - --------------------- - - - - - - -- - - - - - - - - - N89"41'33"E 871.20 cr 7 L - mmommumm-mmm" soft �r — ADDITIONAL R/W PER EXIST. 15.00' ADDITIONAL PACE 1340 DRIVEWAY EXIST. RETENTION POND EXIST. RETENTION PONDEXIST. RETENTION POND f, A� Oft/C AV I I 0 20' 40' 80 I inch = 40 M �x SITE DATA: F— --7-77- SE] BACKS: Ml --2 (MEDI(jf,,i INDUSTRIAL) Li Mi ZONING: FROrl :z co I r? REAR 10' 2 EXIST. ASPHALT PAVEMENT EXIST, ASPHALT PAVEMENT C) Vq E), ASPHALT PAVEMENT SIDE 0' Co n >< 5>1 EXIST, <)*ITE DATA m EXIST R/W LXI�74 CONC.' WALK X I'*) F CUNC. WALK 1'. -'ONING: i L9 I - I MI -2 (GENERAL INDUSTRIAL) ca _CL TOTAL S1111. ARiA -t Z - ------ —F 509,710 SF = 1-1.70 AC. z uj 116,150 SF = 2.67 A(' = 22.82% 9 EXISTING EXIST. MASONRY EXIST. ASPHALT PAVEMENT EXIS1, :z ING PAVM[ N! - 180,275 SF = 4.13 AC = 35,30% ULJ WALL EXIST. ASPHALT PAVEMENT EXIST. COVERED EXISTING IMPEk�VO, 11�- 296,425 SF 6.80 AC = 58.12% PAV LIO EXISTING GREI'.i,; ;:)ACt— 213,285 SF 4,010 AC = 41.8,9% X J6— \-EXIST. STEPS WITH EXIST. CONC. WALK svivv HANDRAIL (TYP,) 160.0' NEW DESICt,,,TED - MOTOR CYCLE PARKING i is C:) c:1 -3--'EXIST, STEPS WITH HANDRAIL EXIST. CONC. PAVEMENT EXIST CON',' PA\/Fk-"-'NT L% -_ UNPLARL) 5 - PRO P, D DATA: Z(*''v!!'�- V! 'ME-dLIM INDUS11RIA1 J 1 1 r - L C TOTAL SITE A. - NIIN ASPHALI PARKING 0 L /0 Ln ;.' C!> 14C S -XISI. '13iAL !MPERV� COMMC-14- bUIL611 Jkl.'. "� " ."-'FA /.98 AC' 68.2% -10TAL GRFF!,j - f. ACE: .5.72 A,,,' 31,8% ja...,. I �' , < EX!ST. . CONC. PAVEMENT C) >< ' 4 J _ + 1 ;z 2m I-- z __ . ; LLJ L 0-1 liX i.;["N ASPHAIJ PARKING >< 7) LQii I i I I�j I ` HA"40R4t: S ;L -7 '-�'-XIST, STEPS WITH hl,l"Dk-AIL L 'ovl x'-:1. ''�ONC. I -XIS]. CONIC. PAD NEW. T'iN'LER EXIST. EXIS RE;1!r-`lI(?N [jofv' S8TT-1`703373V T C �8;973- ■ EXIST. LIFT STATION T RA, I ..,VER jjXc Is PARK PIPL-44 45, .",AGE! 54d zz y; v SCALE, 1 40' rrl po PARK" i N , , DATA'. EXIST. PAkK':,l Ld ine r- C) Pi L.,-Ct rOlAt. EXIS111h., ■�.A PAR'KINRL' Drawn by- PROPOSED PAR M'V", STANDA HA JJIC,nr n- o -i Co IVIDICRCY(": 'ARKINKI, 'OTAL II [DOE OF WAIER PARKING REU!,11. IJ II 'SNE SPACE F-rp r:,' -,N REG;,",J\RL"! (p,),i-)i.ovr:r) ON THE II PRFMISES 01. 1W. 1,4�GEST SINGLE 1-MPLOYMEI"411 SHIFT III NO. OF EMP, "20 III )APKING PROVIL-''; 377 Ir II II I + II it th 232, 240 16 1-1c 11 37-1 2 Seal .—Jam '100 - LL. 4., AJ —j ry- Poo, 0 10 < 12/13/02 -3-0% `U.14MITW 12/26/3 ' c'U% PRIG, - _SET SANFORD z 0 00 Ld ine r- C) Pi L.,-Ct LJ z ■�.A W cn Drawn by- fr_ 0 z n- o -i Co N'7- 1, c cl 0 0, W 0 00) ZCN z < z C:) -q CL LIJ 03 C z Lj 0 U) (/) 00 LL' 0 0 CoNo < 1 (N m W 0 go It LJ 0 z ED 0 m 0 CL LJ In J OLJ F - 2 Seal .—Jam '100 - LL. 4., AJ —j ry- Poo, 0 10 < 12/13/02 -3-0% `U.14MITW 12/26/3 ' c'U% PRIG, - _SET SANFORD ine ,.,)se Pi L.,-Ct 2--5-J Drawn by- N'7- 1, c cl 0 0, MA i EMS'. N'"i EYIST. STEPS WJ`T-H HANDRAIL (,-; Ra (T' F1. MIATU CON'C PAVEMENTx. ONL (TYP.) EXIST. TELEPHONE VAULT.,-- 70 ;H 7L m QHL m OHL \\\- IMST. RETENTION POND FND, 5/8'PCPL8#3556 fir all" omm 12 r 1) 17 7 LkE 1�100:< 4r, PAC -ES -_yt Ul' IAI[ 6,/C402) LS?,4285 ............. TREES - E.45'r INLET TYPE "E" N0.1 46.45 = 42.80 = 42.00 UNPLATTI-1 .P10 I -F -SD 18" RCP @ 0 3;, N , LN SID INLD TYPE "E" it40 2 TOP = 46.2 N INV. = 41.40 S. It-,i'V. 39.5 EXIST. L'FT STATION EDGE ( Of WATI--F( d'NIEW WET DETf-NTICIN11 POND 11 TOP 46.0! NMI 43.100 BoTT.--w = 36.00 SEr" SECTION 2/C402 iI NEW SPREADEF\ WALF.l I I FOP I - 43.00 00710M--- 42.(Al 5:1 SODDED SUl 01 Sf LECTIVELY PRUNE TO MAINTAIN FORM PROVIDE AGRIFORM FERTILIZER TABLETS AT THE FOLLOWING RATES: 15 GAL./5 TABLETS: 30 GAL. /10 TABLETS, 65 GAL 15 TABLETS OR ONE TABLET PER EACH 1/2' GAL. TRUNK DIAMETER REINFORCED RUBBER HOSE ORANGE FLAG ABOVE TURNBUCKLE #10 GAUGE WIRE WITH GALVANIZED TURNBUCKLES AT THREE LOCA11ONS (120' APART) MINIMUM 2- MULCH 6" SOIL SAUCER TURN BACK BURLAP ONE THIRD IF BALLED 1: BURLAPPED. REMOVE SYNTHETIC BURLAP CUMPLETELY 2'x4" X 2'-6" P T.P. WOOD STAKE FLUSH WITH GROUND PLANTING SOIL MIX - 1/3 SAND, 1/13 PEAT, 1/3 TOPSOIL. CONTRACTOR 10 SUBMIT ANY PROPOSED SUBSTI'IU':"E FOR APPROVAL. PROVIDE CLEARANCE AROUND ROOT BALL OF 12- ON ALL SIDES AND 6" ON BOTTom', TREE PLANTING DETAIL NOT TO SCALE PROVIDE AGRIFORM (20-10-5) FERTILIZER TABLETS AT THE FOLLOWING RATES: ) GAL,/ 2 TABLETS: 1 GAL./1 TABLET. PROVIDE 6" MINIMUM CLEARANCE AROUND ROOT BALL (SIDES AND BOTTOM). 2" MULCH MINIMUM - DO NOT COVER MAIN STEM SET 10P OF ROOTBALL I' ABOVE FINISH GRADE 12" MINIMUM DEPTH OF PLAN PING SOIL MIX IN SHRUB /GROUNDCOVER PLANTING BEDS. PLAN41NG SOIL MIX -- 1/3 SAND, 1/ 1/3 TOPSOIL. CONTRACTOR TO SUBi ANY PROPOSED SUBSTITUTE FOR APF SHRUB AND GROUNDCOVER PLANTING DETA!l NOT TO SCALE LANDSCAPE PLANTI!NG Ni-JES: ll � ALL PLANTS MUS �' BE FEALTHY, VIGOROUS MAlEPI,-,,L FREE OF PESTS ANL j DISEA,us. 2 ALL PLANTS SHALL BE FLORIDA NO, 1 OR BEITER, AS GRADED IN FLORIDA ,',RADES AND STANDARDS FOR NURSERY 'SLANTS. 3) ALL PLANTS ARE SUBJECT TO APPROVAL BY IHE 1ANDSCA0E ARCHITECT AND OW,ER. BEFORE, DURING, AND AF+ER INSTALLATION. 4� REFER TO WRITTEN SPECIFICAI,,�p, S FOR nETAIL ED PE ANT ING iNSTRUcTlow- ALL SINCLE-TRUNKED TREES ';-!ALL BE STRk(,-4T TRUNKED tMTH ONE CENTRAL LEADER AND HAVE A FULL, DENSE CROWN. ALL MULCH PLANTING AREAS SHALL BE A MINim 'HC ALL TREES SHALL BE STAKED AND GUYED AS S -,N IN PLANTINGETAILS. 8 Ukr, (X 2- IN DEPTH. ALL PLANTiNG AREAS SHALL HAVE A MINIMUM OF- ' T&PSOIL. ALL TREES SHALL. BE FREE OF OPEN WOUNDS AND WOUND SCARS IN THE CLEAR TRLIN ANY SYNTHETIC BURLAP ANF'/`C K AREA VIRE BASKETS, �,.I!3t37 BE TOTALLY REMOVED PR!,)R TO. INSTALLATION OF PLANT k4ATLIRIAL. IF NATURAL St. tAP IS USED, IT MAY DE TURNED DiDwN 1/3 GF THE ROOTRA,L, Lr,NDSCAPE CONTRACTOR NOTES: 1; IHE LANDSCAPE CONTRACIOR IS RESPON31BLE FOR MAii,)',AJN!,4`, IN FULL, FULL" MEANS ALL -_ANDSCAPE PIANTING AREAS, UNTIL THE J03 IS ACCEPT) TIIN -L BY "HE OWNER. IN WATERING , PEST CJN!ROL, MULCHING, MOIIvN`p G, - R I'JZiNG AND RESETTING TRELS T!lAr ARE OU1 OF PLUMB. 2) TH'I LANDSCAPE CONTRACTOR SHALL COMPLETELY OLAR",IATEE ALL INSTALLED 'I IANT MATERIAL FOR A PERIOD OF ON;_" CALEND,�R YEAR ON, THE DATE 0 1()0% Cow!p, . .-ON, ANY AND ALL REQU!f�ED PLANT REF - ET COST TO 'THE OWNER.� REPLACEMENTS $HALL BE MADE PROMPT0 AND T NU ALY)JICNAL 3) THE LANDSCAPE CONTRACTOR SHALL STAKE THE D PLANTING 8ED uNES FOR Rc.),IEW BY THE LANDSCAPE ARCHIT"t,3, ANO WNF Lf�,'�ATIONS OF ALL PLANT ",SATE"'L AN 4) THE L 0 R ANOISCAPE CON`RAC'�Ok SHALL BE RESPoNSIF�'_,- F40R VERIFICAliON OF ALL `g -ANI QUANITIES PRICK To INITIATION OF -HL WORK, IN Eo(ENT THAT THE flLkiS CONTRADICT THcl PLAN" LIST _H` FLANS RULE 5) . THE LANDSCAPE CC)NT.RACTOP`HALL BE. FAA, 4!LIAR 1`1 AND ACCEPT THE EXIST. &TE COND;71JNS PRIOR TO INITIATION OF THE W('Prl. ANY VAS, ATV)N FRom -r;�E 5PFCIFILD WJ-RK S,,IALL BE THE RESPONSISIL17Y OF THE LANDSCAPE CONTttACTOR. DRAINA(;L STRUCTURLS L2 6) THE LANDSCAPE CONTRAC704 SHALL BE RZSPONSIf.'-E FOR LOCATING ALL JNCER0R`l_'ND TiLITES, DURING THE WORK CLSPIJ�, r_�IDEWALKS, AND A,�v Qt,'E.R O3jECT5 WHICH M.;C,fT i�E DAIMArVI) THE LAN-SCAPE CONTRACTOl? SH1.1-L BE RESPON`,41151 TO MAKE ANY AND ALL I`-_',I_SS,ARY EP-kiRS Jo DAMAGE CAUSED cf '115 WORK A` NO ADDITIONAL 'OST TO THE OWNER OR IAND'�AFC k4k.:H:`ECT. IMP LANDSCAPE CON TRACTOR S�` ALL BE RESPo-_,,Sjp' FOP OBTAINING 4! t. NEC E.- PE.was AND FOLLOWING ALL APPLICABLL', OCTAL COLIES"PER :AINING TO THE PHL%JLCT DUlR,:4,,, THE CC��!�? OF HIS WORK, 9THE LANDSCAPE CONTRACTOR SHALL K_ RESPONI,BLE FOR IFYING THAT PLANTING f-'17'.; HAVE o4r)FOL.1j,'.E PERCOLATION. IF' P._.OR SOIL CONDITIONS AP!- k,-C'OUNTCIRED NOTIFY OWNERS PLPRESENrAlIVE & LANDSCAPE ARCH17,r.CT FOP, M[THOU a)F CORRECTIVL AC) ON. FL =GENE:) 0 NN 0 15' 30' 6 1 0' 1 inch =30 ft Thomas C. Peterson, ASLA / Ondscopie Architecture 3361 Pelhcm I?oo(:y Orlando, Florida 32803-1033 Rhone,- (407) 897-4492 Fox: (407) 897-2153 E-mail- tompetaslagcyol.com -- +. ,t� A -A C L Ll co 7� A# APPROVE, D: ONCTNE,ERING PLANS DA,m� _61- IL o o )5,SCRj -,'IQL CANOPY TREES JLL 12 TALL VN_ F 3 A'S 1 4 4 0v + OLI-RCU'S MRG&JIIANA, 5' SPRI). o ;I!vE OAK) 355 vo ,-iFDGE VI 3 U P N L'%'l m114 x 30" O.c. 0D 0 f T I _), ISIm u m (SWEET yp, _2 4 SP /FULL 3 GAL. F. /T. B, �D. SOlf) (ARGENTINE BAF`IA) -.,'11111 H T L Y L Al TO Cow's IF'ELD SOD `i,_ PA-:)l_l,'-''_LJM N()TAILIm' FREE OF PE:lS Gr �,l ALL OPE'�,; VERIFY AR ENTIt AREAS N C)-Tf '.. NUL.CN - NULC:.4 '3i,IALL 5E BAFK NUG -C" '.%75:1, AN-` lat4 "LL -_lE AT a NINII-JU1,1 :3,, 5ETTLEE:,1 DZ-TH - CDONTRARY TO PLANTIN(i CrYF!CAL> N'21T- O - NEATLY P,41CH ALLI l�--I6TJlRB,_=.-:) TURF Af;Iza,45 CIN 51TEE tiCT-E: A FULLY AUTCIMATI,- 5YSTI-Er! � I . ErMIf-f=ff:;) LOM -1 A M013TUfZF. 5_E_N50P-, &AIALL BE PROvIC,=r). <I, wIIIIraaxrrr IIJ 00 -don All < 0 _j LL_ z 121; 3102 30% SUBMITTAL 17/26/0,2 AFT90% c)RCE SE �u 1 1/16/0HWIT -SET 1102 Ear Cl T'l 'C,F SANFORD 0 Z - 0 L0 00 0 LLJ Z ISrLie Date arid m LAJ 253 Ira Z',by-:- T. OT �'AY Checked: - Liie � !wlqo:GH'L L-100 IWALANDL-I00.0WG 0 Z 0 LID E_j ca D 0) 0 Z 0 maim Z CA <1 (o N 0 • M U) C Z LLJ L<L 0 00 0 Lj w 0 0 0 m (N . Z ,I* LLI �_'l 0) < < m doei v 1 o T 0 z gt 0 UJI z 0 Za LLI Ln Lj_j 1'.- C L Ll co 7� A# APPROVE, D: ONCTNE,ERING PLANS DA,m� _61- IL o o )5,SCRj -,'IQL CANOPY TREES JLL 12 TALL VN_ F 3 A'S 1 4 4 0v + OLI-RCU'S MRG&JIIANA, 5' SPRI). o ;I!vE OAK) 355 vo ,-iFDGE VI 3 U P N L'%'l m114 x 30" O.c. 0D 0 f T I _), ISIm u m (SWEET yp, _2 4 SP /FULL 3 GAL. F. /T. B, �D. SOlf) (ARGENTINE BAF`IA) -.,'11111 H T L Y L Al TO Cow's IF'ELD SOD `i,_ PA-:)l_l,'-''_LJM N()TAILIm' FREE OF PE:lS Gr �,l ALL OPE'�,; VERIFY AR ENTIt AREAS N C)-Tf '.. NUL.CN - NULC:.4 '3i,IALL 5E BAFK NUG -C" '.%75:1, AN-` lat4 "LL -_lE AT a NINII-JU1,1 :3,, 5ETTLEE:,1 DZ-TH - CDONTRARY TO PLANTIN(i CrYF!CAL> N'21T- O - NEATLY P,41CH ALLI l�--I6TJlRB,_=.-:) TURF Af;Iza,45 CIN 51TEE tiCT-E: A FULLY AUTCIMATI,- 5YSTI-Er! � I . ErMIf-f=ff:;) LOM -1 A M013TUfZF. 5_E_N50P-, &AIALL BE PROvIC,=r). <I, wIIIIraaxrrr IIJ 00 -don All < 0 _j LL_ z 121; 3102 30% SUBMITTAL 17/26/0,2 AFT90% c)RCE SE �u 1 1/16/0HWIT -SET 1102 Ear Cl T'l 'C,F SANFORD ISrLie Date arid r,lpose 253 Ira Z',by-:- T. OT �'AY Checked: - Liie � !wlqo:GH'L L-100 IWALANDL-I00.0WG k g - `-� _ -•_ _ z in co o ----� 7L_:— EXIST. 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