Laserfiche WebLink
NOTE: <br />NEOPRENE GASKET 1. ALL METAL STUDS SHALL BE PROVIDED BY DIETRICH METAL FRAMING OR <br />GASKET APPROVED EQUAL. <br />(ALL AROUND COVER) <br />2. ALL DEMISING PARTITIONS TO DECK SHALL BE DIETRICH 6" STUDS "CSW" 18 <br />LAM LATCH JOINT W/ FIRE GA., @24" O.C., TO A MAXIMUM HEIGHT OF 26'-0", FOR SPSF L/240. SHOULD <br />SEALANT JOINT W/ FIRE SEALANT CONDITION DIFFER, G.C. SHALL NOTIFY ARCHITECT IMMEDIATELY. <br />INSIDE &OUTSIDE HANDLES l '1 3. ALL METAL STUDS SHALL BE 20 GAUGE (HOT DIPPED GALVANIZED) UNLESS <br />W/ PADLOCK HASPS,'' OTHERWISE NOTED, TYP. <br />COVER 1 LAYERS OF 5/8" GYPSUM STEEL DECK #I € 2 LAYERS e" TYPE "X" GYP. 4. ALL FIRE RATED WALLS SEPARATION AND/OR PENETRATIONS SHALL BE <br />2 -- COVER LINER BOARD TYPE "X" I 1 LAYER OF 5/8" BOARD ON 1�" 20 GA. MTL. STUDS SEALED WITH AN UL LABELED FIRE RATED MATERIAL_ G.C. SHALL BE <br />I" THICK FIBERGLASS ( GYPSUM BOARD TYPE "X" t f @ 16" O.C. PIN TOP & BOTTOM RESPONSIBLE FOR PROVIDING ALL SHOP DRAWINGS AND/OR CUT SHEETS FOR <br />s G `i TRACKS TO STRUCTURE ALL UL LABELED FIRE RATED MATERIALS NOT SPECIFIED IN CONSTRUCTION <br />COVER INSULATION DOCUMENTS AND/OR SPECIFICATIONS, TYP. <br />%! I JOIST l i:i W/ #7 SDS @ 24" O.C. <br />5. ALL JOINTS/DEPRESSIONS OF THE GYPSUM WALL BOARD SHALL BE TAPED, <br />i ARM GUIDE (" JOINT W/ FIRE SEALANT APPLIED THREE COATS OF SPACKLE, AND SANDED TO A SMOOTH FINISH READY <br />6" 20 GA. STEEL RUNNER f 11' TO RECEIVE FINISH AS PER SCHEDULE. WALLS AND CEILINGS ARE TO BE FREE <br />BRACKET 6" - 20 GA. STEEL STUDS @ OF ANY UNEVENNESS AT JOINTS AND CORNERS. ALL OUTSIDE CORNERS SHALL <br />PROVIDE OSHA COMPLAINT 16" O.C. WITH FIRE BLOCKS I SECURELY ANCHORED TO CORNER HAVE METAL BEAD AND SPACKLE. <br />LADDER POST; ACTIVAR LP4 EXISTING SHOOTING INTO BEAD 6" 20 A. MTL. METAL TOP TRACK <br />@ 8'-0" VERT. (BEYOND) <br />r RED VINYL GRIP OR EQUAL SLAB.) PIN TO JOIST W/ 0.177 x 1j HILTI 6. REFER TO FINISH SCHEDULE FOR FINISHES, TYP. <br />J" JOINT HEAVY DUTY PINS @ 16" O.C. <br />HOLD OPEN ARM W/ I WI FIRE <br />. 7. CONTRACTOR SHALL FIELD VERIFY THAT SLABS & FLOORS ARE NOT <br />\� NYLON ROLLER FRAME W/ CAPFLASHING SEALANT 6" 20 GA. MTL. SLIP TRACK <br />PRE -CAST, POST -TENSIONED, OR PRE -STRESSED PRIOR TO SHOOTING OR <br />LOCK STRIKE & (CORNERS FULL WELDED) I I i DRILLING INTO SLAB, TYP. <br />PADLOCK HASP { INTERIOR 8. G.C. SHALL SECURELY ATTACH METAL STUD FRAMING TO STRUCTURE ABOVE <br />PINTLE HINGE "' �� = FUTURE INTERIOR SLAB I INTERIOR ! I I <br />BY ORTHERS E' f AND SHALL PROVIDE BRACING @ 32" O.C. ALTERNATING DIRECTIONS UNLESS <br />RI „ 5/8 5/8 FUTURE INTERIOR SLAB 2 LAYERS e" TYPE "X" GYP. OTHERWISE SPECIFIED, TYP. <br />7LIFTING MECHANISM W/ i+ <br />REINFORCED COMPOSITE ! BY ORTHERS BOARD ON 6 20 GA. MTL. <br />! I " 9. G.C. SHALL USE 16 GA. FLEX "C" TRACKS BOTH TOP AND BOTTOM <br />TUBES AND ELECTROCOATED i €; STUDS @ 16 O.C. ( ) <br />COMPRESSION SPRINGS 0.177 x 1 HILTI l f CONNECTIONS BY FLEXIBILITY CONCEPTS AT ALL CURVED METAL STUD <br />_ - -- -->>_ i I <br />- HEAVY DUTY PINS 6" 20 GA. MTL PARTITIONS. NO SUBSTITUTIONS <br />1" RIGID FIBERBOARD @ 16" O_C. <br />I' BOTTOM TRACK. <br />INSULATION FLUSH 10. FIRESTOPS AT CEILING GRID HEIGHT AND/OR 10'-0" MAX. (VERT.) <br />��.; at-� BOT. OF ROOF DECK _ - _I�I T, NOTE: <br />RE: ROOF PLAN 1. VERIFY ALL WALL FINISHES WITH FINISH SCHEDULE. <br />FOR ELEVATIONS �- JOINT <br />W/ FIRE JOINT W/ FIRE SEALANT 2. PROVIDE AQUA TOUGH MOISTURE RESISTANT BOARD. IN ALL WET LOCATIONS. <br />SEALNT <br />CONT. FIRE CAULK WALL TYPE © - I 6" DEEP x 18" WIDE SECTION 3. RESTROOM WALLS TO RECEIVE SOUND ATTENUATION BATT INSULATION. <br />TYP. RE: A-82 SHEET 1 6� CONCRETE SLAB W/ 3000 4_ RETAIL -3 - SPACE TO RECEIVE R-19 INSULATION OR BETTER ON ALL INTERIOR <br />WALL TYPE PSI CONC_ W/(2) #5 CONT SIDE OF EXTERIOR WALLS AND ROOF <br />6" -16 GA. METAL OVER 10 MIL VAPOR <br />STUDS @ 12" O/C BARRIER ON COMPACTED NOTE: <br />2-1/2" ALUMINUM MAX. W/ SOIL (TYP) ARCHITECT SHALL BE NOTIFIED WHEN FRAMING AND ROUGH INSTALLATIONS <br />CHANNEL SIDERAIL HORIZONTAL ARE COMPLETED FOR AN ON SITE VISIT PRIOR TO INSTALLATION OF DRYWALL. <br />7" To 10" BRACING @ T-0" <br />=;y O/C STAGGERED PARTITION/JOIST DETAIL <br />WD FRAMING SUPPORT CO NC. STRIPE FOOTING. )METAL STUD PARTITION <br />EL: + 6'-0" & + 12'-0" SCALE: 1 1/2" = V-0" SCALE: 1" = V-0" SCALE: N.T.S. NOTES <br />DF2" X 6" FIRE <br />TREATED W.D. <br />FRAMING ON\ <br />METAL SUPPORT DOUBLE FRAMIN . _ \ <br />TO FLOOR STUDS EXT.` (INT;; <br />FINISH FLOOR WALL BEYOND <br />SECTION NOTE: SILL 0R IN LACE <br />W/ (1) # 5CONT. <br />G.C. SHALL PROVIDE SIGNED & SEALED <br />T-1" SHOP DWG'S BEFORE INSTALLATION, EXPANTION JOINT �Q�' FUTURE INTERIOR SLAB <br />OVER ALL r <br />FRAME OPENING LENGTH TO OF SLAB <br />r t 0'-0" <br />r- <br />i I I r-I <br />II L <br />EXTERIOR SIDE WALK. <br />W3: i I I i REFER TO CIVIL DWG'S. <br />Z-)w z I I i I I POST -FLASH 8" CMU <br />o W W I I I I FLASHING SYSTEM 8" HOOK INTO FOOTING <br />1 =_ n==== TO OF FOOTING <br />o II I - — — <br />SEE STRUCTURAL` <br />DWG'S <br />FOOTING REFER TO OMPACTED FILL <br />L_ —— — — — �� BILCO TYPES STRUCTURAL DRAWING F MIN. 95% DENSITY <br />—- — — — — ADDITIONAL INFORMATI N <br />=� ROOF SCUTTLE OR EQUAL <br />I <br />PLAN ELEVATION <br />(REFER TO FLOOR PLAN & NOTES ON SHEET A-1.0) <br />ROOF LADDER DETAIL SLAB DETAIL @ DOORS & *rT USED USED <br />6 SCALE: 3/4" = V-0" SCALE: 1 1/2" = 1' STOREFRONT OPENINGS grT <br />esmignTec <br />D I <br />1-ftitu-1-nationall <br />Associates, Inc. AA26001933 <br />Architecture • Planning • Interior Design <br />14125 N.W. 80th Ave. Suite 303 <br />Miami Lakes. Fl. 33016 <br />T. 786-235-9097 <br />F. 305-362-4420 <br />dtiinfo@dtiarchitect.com <br />tiu mAtiarchitect.com <br />Carlos Pizarro, R.A. <br />AR - 0013079 <br />Revisions: <br />Date Description <br />10.3020 ISSUED FORBID <br />O■ <br />O <br />qq <br />Z <br />W <br />M <br />a <br />� <br />F= <br />Q <br />_O <br />W~wLL <br />Z <br />W <br />aW <br />Fv <br />to <br />Q <br />H <br />O <br />H <br />00 <br />° <br />Z <br />_ <br />CL <br />w <br />p <br />W <br />v <br />F- <br />O <br />v <br />W <br />Q <br />Z <br />a <br />l` <br />a <br />p <br />0 <br />lj <br />�In <br />�'j' <br />ful <br />ZM <br />ao <br />JZ <br />�p <br />Q <br />12O <br />W <br />R <br />U. <br />W <br />C9 <br />O <br />OC <br />mJ08 <br />0 <br />M <br />0 <br />> <br />Z <br />Q <br />= <br />U O <br />0. <br />= <br />W <br />V <br />CL <br />W <br />N <br />° OW <br />= <br />a 12 <br />N <br />Job Number: <br />19093.01 <br />File name: <br />Issued Date: <br />10.30.20 <br />Drawn by: <br />J.0 <br />Checked bv: <br />C.P <br />SHEET NAME. <br />DETAILS <br />NOT�US�ED <br />(9)SCALE: <br />IMT <br />USED <br />gNOT USED <br />SCALE: <br />NOT�US�ED <br />14 SCALE: <br />gNOT USED <br />SCALE: <br />SHEET NUMBER <br />A-8■ 1 <br />