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HomeMy WebLinkAboutUL Sheet A604 (2)E -- Z W 2 D L) O 0 �,w ",;" L ��*x x i£,�r}� ,_ �'"NyU �!.z �j "'- `k '�p,•y�ti: i�.+.�"_�?fi� 'Fw y^4.. . 1. ENGINEERS & PLANNERS 5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779 OFFICE: (407) 599-1122 - FAX: (407) 599-1133 CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057 WWW.AVCONINC.COM 668 N. Orlando Avenue Suite 107 Maitland FL 3275 407.897.6764 ph . 407.894.1338 fax www.mlm-martin.com -� # AAC002208 MLM#15620 MLM-MARTIN ARCIII'n,crs, INC. ATTENTION: THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC., FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE. WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC, ANY DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN WHOLE OR IN PART, IS STRICTLY PROHIBITED [491_111 REVISIONS: NO. 1 DESCRIPTION 1 21 Change Order CO#1 3 1 Permit Review Comments 4 3/14/2019 ASI #1 /3\ 13 34 19.2402 07 91 13.0001 3 13 34 19.2402 07 91 13.0001 Keynote Legend Keynote Legend Keynote Legend 13 34 19.1400 07 21 16.0001 T.O. PEMB 13 34 19.1400 07 21 16.0001 T.O, PEMB Key Text Key Text Key Text 07 21 16.0030 EACH FACE LEAN-TO 07 21 16.0030 EACH FACE _ LEAN-TO 02 24 OO.AO1 TYP. COMPACTED FILL, SEE SOILS REPORT 07 21 16.0001 TYP. WOOL BLANKET INSULATION FULL 09 53 00.0001 TYP. CEILING SUSPENSION WIRE 9 GAUGE IF F ROOF ROOF FOR COMPACTION RECOMMENDATIONS. DEPTH OF METAL JOIST AND/OR STUD AT 48" O.C. EACH WAY AND AT EACH ------------- VARIES 7777-- --- 7777-- _ 77777777__-_--_ VARIES - 02 36 OO.AO1 TYP. SPRAY TERMITICIDE TO FORM LETHAL CAVITY. CORNER OF LIGHT FIXTURES, ACCESS BARRIER UNDER SLAB AND FOUNDATIONS. 07 21 16.0019 TYP. R-19 FIBERGLASS BATT INSULATION. HATCHES, SPEAKERS AND OTHER CEILING _- -_ --2 -- _- ___ 7777_- __-.--7777_- ----- 03 21 00.0038 TYP. HOOK SET IN EPDXY, SEE 3 O 07 21 16.0030 TYP. PRE-ENGINEERED ROOF BATT MOUNTED DEVICES. STRUCTURAL. INSULATION, 10" TOTAL THICKNESS, R-30 09 65 13.1301 TYP. 4" VINYL COVE BASE, COLOR (BLACK). 09 22 163000 09 22 16.T000 09 29 62.0058 03 21 00.0058 TYP. CONT. REINFORCEMENT BAR, SEE BANDING SYSTEM- 1" STEEL BANDING 09 65 25.0001 TYP. LARGE FORMAT 12'X 12" PORCELAIN ^ STRUCTURAL. STRIPS, 30" O.C. WITH 6" R-19 INSULATION TILE COLOR #1 FOR WALLS AND COLOR #2 05 41 00.4001 D Q 05 41 00.4001 Q 1 03 21 00.5002 TYP. CONCRETE REINFORCEMENT BAR(S), BETWEEN PURLINGS, 4" R-11 INSULATION FOR FLOOR, COLOR TO BE SELECTED BY 09 53 00.0001 _ = 09 53 00.0001 W = 09 53 00.0001 SEE STRUCTURE. BETWEEN PURLING AND ROOF PANEL. ARCHITECT. 09 29 62.0058 09 29 62,0058 03 30 OO.AO1 TYP. CONCRETE SLAB, SEE STRUCTURAL. PROVIDE P IDE WHITE REINFORCED VINYL VAPOR BARRIER. 09 65 36.0000 TYP. STATIC DISSIPATIVE TILE SYSTEM. CEILING CEILING 03 30 OO.AO2 TYP. CONCRETE ISOLATION MEMBRANE, SEE 09 67 23.0000 TYP. RESINOUS FLOORING AND BASE. _ _ STRUCTURAL. 07 26 16.0001 TYP. 15 MILL STEGO VAPOR BARRIER WITH 09 90 OO.AO10 TYP. PAINT, SEE PAINT SCHEDULE. 09 51 23.0000 AS SCH. 09 51 23.0001 09 90 OO.A010 AS SCH. 09 51 23.0001 03 30 OO.AO3 TYP. SECOND CONCRETE SLAB POUR, SEE JOINTS TAPERED. 09 96 46.0000 TYP. 2 HOUR INTUMESCENT COATING ON 09 29 62.0058 STRUCTURAL. 07 84 00.0001 TYP. FIRE STOPPING PENETRATIONS, SEE UL STEEL PRE-ENGINEERED COLUMNS. 09 29 62.0058 7777- ASSEMBLY. 0541 00.4000 � 05 41.00.4000 03 30 OO.AO4 TYP. MONOLITHIC CONCRETE FOUNDATION, 07 84 43.0011 TYP. CONT. JOINT FIRESTOPPING @ CEILING. 10 06 20.1300 TYP. RESTROOM ACCESSORIES, SEE 09 90 OO.AO10 •-. SEE STRUCTURAL. INTERIOR ELEVATIONS &ACCESSORY ^ a w `� w 03 30 OO.AOS TYP. 6" HIGH CONCRETE CURB. 11 07 91 13.0001 1 COMPRESSIBLE SEAL MATERIAL IN SPACE LEGEND. RESTROOM & JANITOR OFFICE > IDF ROOM - OFFICE �. > 0 03 35 00.0001 TYP. CONCRETE FLOOR FINISH BETWEEN ROOF AND WALL. 13 34 19.0600 TYP. PRE-ENGINEERED STRUCTURAL STEEL D z z APPLICATION, CURE- DENSIFIER- HARDENER 07 92 13.0000 TYP. SEALANT CONTINUOUS. GIRT. `� CL SEALER. 09 20 OO.A001 TYP. FINISH AS SCHEDULED. 13 34 19.1201 TYP. PRE-ENGINEERED STRUCTURAL STEEL CL 07 21 16.0001 07 21 16.0001 �� �� 05 41 00.4000 TYP. 18 GAUGE 4 GALV METAL STUDS @ 16 09 22 163000 TYP. GALV. MTL. STUD TRACK TO MATCH COLUMN. 09 30 00.0001 09296 2.0058 O.C. DEPTH AND GA. OF STUD. 13 34 19.1400 TYP. PRE-ENGINEERED STRUCTURAL STEEL J 05 41 00.4001 TYP. 4" METAL STUD BRACE TO EACH 09 29 62.0058 TYP. 5/8" GYPSUM WALL BOARD. PURLIN. 10 06 20.1300 w - 06 54 00.0024 `' PURLIN, BRACE @ 4' -0" O.C. 09 29 62.X001 TYP. 1" THICK TYPE 'X' GYPSUM WALL 13 34 19.1406 TYP. PRE-ENGINEERED STRUCTURAL STEEL a 09 30 62.0001 06 54 00.0026 J ^ 05 41 00.6000 TYP. 18 GAUGE, 6" GALV METAL STUDS @ 1611 BOARD. A, CHANNEL. J 09 65 25.0001 ^ _ a: a 06 54 01.0034 O.C. �� ' 09 29 62.X58A TYP. ONE LAYER OF 5/8 TYPE X DENS 13 34 19.1501 TYP. EXTERIOR HANGAR WALL w � o ALL WALLS �? 06 54 00.0024 TYP. 2" X 4" P.T. HAILERS BETWEEN METAL ARMOR PLUS FIBERGUARD GYPSUM WALL PRE-ENGINEERED METAL VERTICAL WALL o bo IDF ROOM STUDS. BOARD. PANELS, 24 GAGE WITH KYNAR PAINT. °' 06 54 00.0026 4 T.O. CURB o 09 22 16.T000 T.O. CURB 06 54 00.0026 TYP. 2" X 6" P.T. NAILERS BETWEEN METAL 09 29 62.X58B TYP. TWO LAYERS OF 5/8" TYPE 'X' DENS COLOR WHITE, TO BE SELECTED BY ARCHITECT FROM MANUFACTURES 09 30 00.0001 092216. T000 L_//�01_6„ 09 65 13.1301 a _ 01.611 - STUDS. ARMOR PLUS FIREGUARD GYPSUM WALL BOARD. COLORS. WALL PANELS MUST MEET DESIGN 09 65 25.0001 09651 3.1301 T.O. SLAB 09 65 36.0000 _ 09 65 13.1301 T.O. SLAB 06 54 01.0034 TYP. 3/4" FIRE RETARDENT PLYWOOD PAINTED GREY. 8' HIGH. 09 30 00.0001 TYP. SCHLUTER STAINLESS STEEL TILE /3\ LOAD REQUIREMENTS AND FLORIDA PRODUCT APPROVAL AND OR HOA, _ ° ° 47 0' -011 ° a °. d ° -- - d - - d° --� 0' -011 ° d - °I - 06 64 00.0001 TYP. FRP .009" THICK (FIBER REINFORCED EDGE TRIM JOLLY 09 30 62.0001 TYP. 5/8" DUROCK TILE BACKER BOARD. 13 34 19.2402 TYP. PRE-ENGINEERED METAL STANDING d 07 26 16.0001 ° " - �� 03 30 00.A01 " a :a - rc 07 26 16.0001 a ° f 03 30 OO.AO1 �I PLASTIC) PANELS ADHERED TO BACKING; 5/8" DENS ARMOR PLUS FIREGUARD TYPE ( 09 51 23.0000 TYP. MOISTURE RESISTANT 24" X 24" SEAM ROOF PANEL SYSTEM WITH 20 YEAR - 02 24 o.Ao1 I o 1110 - ° - T ° a - - 4" STUD O Ti III I 02 24 oo.Ao1 I• ,' '° % e °, �I----1--C--�--- - I I I D1 X CLASS A FIRE TIN PER ASTM - 4 )1 RATING P E 8 AND ALL TRIM ACCESSORIES "FM #2B242AM". ACOUSTICAL LAY IN TILE SUSPENSION CEILING SYSTEM. WARRANTY. 24 GAGE WITH KYNAR FINISH PAINT. COLOR WHITE, TO BE SELECTED BY 02 36 oo.Ao1 D1 TILE 1 SIDE 02 36 oo.Ao1 ( ARCHITECT FROM MANUFACTURES COLORS. A&0.5 SIM. � A6.0.5 SIM. 09 51 23.0001 TYP. FUTURE TENANT FIT OUT LAY IN ROOF PANELS MUST MEET BUILDING DESIGN NON -RATED WALL TYPE[4]-TILE 4" STUD WALL TYPE[5]- OFFICE 4 ACOUSTICAL CEILING, BY OTHERS. 4 LOAD REQUIREMENTS AND FLORIDA RODUCT APPROVAL AND OR NOA, F INON-RATED4A O F CE IDF ROOM NON -RATED 7 7 1 NON -RATED � � 13 34 19.0600 07 21 16.0019 13 34 19.0600 C 1 1 3/411= 1 -0' (TYPE 4A -FRP @JANITOR SIDE, IN LIEU OF TILE) 3/4" = 1'-0" 13 34 19.1501 Al3 1 30 � O i 34 19.1501 3 Al Al 09 29 62.X58A 07 21 16.0001 09 29 62.X58A 0721 16.0001 13 34 19.2402 I 13 34 19.2402 EACH SIDE 13 34 19.1400 - EACH SIDE 13 34 19.1400 .. � As.o.2 O 13 34 19.1400 T.O. PEMB 13 34 19.0600 � ' ("M� 13 34 19.1400 T.O. STEEL_ T.O. STEEL 13 34 19.1406 1 _ - - 07 21 16.0030 LEAN TO ROOF - _ 13 34 19.1406 - As.o.2 T.O. PEMB 0721 16.0030 LEAN PEMB Al ROOF 09 29 62.X58A 121 _ 011 1 11 1 2 _ 0- I.F. - - - - - - - - -7777-- r V.I.F. - - T.O. STUD 09 29 62.X58A _ _ T.O. STUD T.O. STUD - 09 29 62.X58B BOTH SIDES T.O. STUD 09 22 163000 11' - 011 07 84 43.0011 09 22 16.T000 11' - 011 07 84 43.0011 _ 09 22 16.T000 - V.I.F. 09 90 OO.AO10 13 34 19.1406 _ _ V.I.F. 07 21 16.0001 Q 07 21 16.0001 07 84 00.0001 --092962.0009 58 07 21 16.0001- 22 167000 09 29 62.X58A 09 29 62.X58A W = 09 53 00.0001 09 29 62.X58A 07 84 43.0011 07 21 16.0001 07 84 43.0011 EACH SIDE EACH SIDE 09 90 OO.AO10 .. i 09 29 62. X58B 07 84 00.0001 09 29 62.X58B 13 34 19.0600 09 90 OO.AO10 = CEILING _ _ 09 90 00.A010 ^ o EXPOSED CEILING EACH SIDE _ 81-011 �" 09 29 62.X001 i 06 64 00.0001 06 64 00,0001 = _ 09 90 OO.A010 07 84 00.0001 i EACH SIDE 09 51 23.0000 ONE SIDE 099000.A010 FUTURE � 07 84 00.0001 - TENANT �� 4 �� CEILING 05 41 00.6000 HANGAR , LOCKERS HANGAR 'S FPER 1099646. 0000 1 �_ off 09 96 46.0000 i CEILING B Z - W -' JANITOR z W > 13 34 19.1201 Z 09 BEYOND 51 23.0000 13 34 19.1201 -� i •: Z ^ 81 _ 011 'S 09 51 23.0000 Z STORAGE - Z W BEYOND w z OFFICE ci- CL z HANGAR OFFICE & HANGAR ' dJ WOMENS RESTROOM 05 41 00.6000 05 41 00.6000 05 41 00.6000 7777- RESTROOM L2_09730 00.0001 A 06 64 00.0001 O- --'- 03 30 OO.A03 4 EACH SIDE � 4 � Y 09 22 16.T000 ^(�D J 1 09 22 163000 ^ J D1 03 30 OO.A04 - L� 09 22 16.T000 J j 13 34 19.0600 i I 09 65 25.0001 w 09 29 62.X588 t= 07 92 13.0000 06 64 00.0001 A& 0.5 `-' 07 92 13.0000 �- - A6.0. 5 07 .� 03 21 00.5002 06 54 00.0026 ya- Z 3B EACH SIDE 07 92 13.0000 T.O. CURB EACH SIDE T.O. CURB _ _ 03 30 oo.AO2 07 92 13.0000 09 20 OO.A001 13 34 19.1406 i .-. o w _j 03 30 OO.A05 -{ 03 21 00.0058 �' - 6" O 03 30 OO.A05 Al07 03 21 00.0058 0' _ 611 - _ 1 EACH SIDE 26 16.0001 Z 03 30 OO.A01 Al 09 22 16.T000 a 4 03 35 00.0001 }-- v 09 67 23.0000 ° T.O. SLAB � cl 03 35 00.0001 1 `� y 1 09 67 23.0000 ° -� T.O. SLAB 03 35 00.0001 --1 T.O. SLAB 03 35 00.0001 _ i i 09 30 00.0001 09 65 25.0001 C d ` ,, ° ° OI _ OII i d' ° a rt d9 r ° ° V O1-011 _ 0" _ >7 ° ( , ` _• " `' 1 • �' ' ' d° OI _ 011 T.O. SLAB 7 1 /4" TI a ° ° - - _ d_ ° _ - , ` `, r °. a 1 _ 11 ° 0 0 07 26 16.0001 ° 0224 oo.Ao1 ((-O 1-1 a 03 30 OO.AO1 --�- - 6 STUD 03 21 00.003 8 1 _ _ TI -I UL 0419 07 26 16.0001 d 02 24 OO.A01 - T_I 03 30 OO.A01 ° a . _ _ 03 21 00.0038 - --._ .� T II ° TIT I- ° d d'` - �� �� _ - a - - al - ' •-+- - .� O -_I._ I1 T.O. FDN III - - - - :° /t ,� -: °-- a 4 ° - , ;.��_ - t"- 03 30 OO.A01= T.O. FDN_ 02 36 OO.A 11 _ it 4 STUD_ 02 36 OO.A01 �� ��� I� 1 _ ff ��� ��� �) 6 STUD D2 - _ - - - - 4 -- - - - ° ° d ° d 1 11 UL - U419 WALL TYPE[1]- 6" STUD WALL UL - U419 TYPE 2 - 6" STUD W/ WALL TYPE[3]-WALL 6" STUD _ 3 UL - U4196" STUD TYPE[3B]-SHAFT RATED FRP 1 SIDE 1 HR FRP 18 UL U419 GWB 1 SIDE RATED 1 HR 2A2HR0_ RATED 6" STUD W/ TILE 1 SIDE WALL RATED 38 (SHAFT WALL) UL 0497 Al - A2 UL - U419 A3A4 EUL - U41911 A =1_ 1111 3/4 1 0 {TYPE 1 B - FRP ON WET SIDE/ LOCKERS ONLY) =1 11 3/4 1-0 3/4" = 1'-0" (TYPE 3A - TILE AT RESTROOM SIDE ONLY) 3/4" E -- Z W 2 D L) O 0 �,w ",;" L ��*x x i£,�r}� ,_ �'"NyU �!.z �j "'- `k '�p,•y�ti: i�.+.�"_�?fi� 'Fw y^4.. . 1. ENGINEERS & PLANNERS 5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779 OFFICE: (407) 599-1122 - FAX: (407) 599-1133 CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057 WWW.AVCONINC.COM 668 N. Orlando Avenue Suite 107 Maitland FL 3275 407.897.6764 ph . 407.894.1338 fax www.mlm-martin.com -� # AAC002208 MLM#15620 MLM-MARTIN ARCIII'n,crs, INC. ATTENTION: THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC., FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE. WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC, ANY DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN WHOLE OR IN PART, IS STRICTLY PROHIBITED [491_111 REVISIONS: NO. DATE DESCRIPTION 1 2/19/2019 Change Order CO#1 2 2/19/2019 Permit Review Comments 3 3/14/2019 ASI #1 4 8/10/2019 ASI #2 DESIGNED BY: MLM S ' 1L CHECKED BY: MAM APPROVED BY: MAM DATE: MARCH 2019 AVCON PROJECT NO. 2017.259.01 SHEET NUMBER A6.0.4