Laserfiche WebLink
SELF-SEALING ASHPALT <br />SHINGLES OVER 30# FELT OVER <br />518" FIRE -RETARDANT PLYWOOD <br />SCREW (4/PANEL) <br />TAPE SEALANT <br />CONT. DRIP FLASHING <br />SEE GUTTER DETAIL THIS - <br />SHEET FOR MORE INFO <br />SCREW ATTACHMENT @ 18" O.C. <br />P.T. 2X WOOD NAILER <br />PRE ENGINEERED TRUSS <br />RE:STRUCTURAL <br />STUCCO OVER <br />DENSGLASS SHEATHING <br />3" VENTED DRIP SCREED <br />FRY DS-75-V-300 <br />1 Eave Detail <br />Scale 3"=1'-0" <br />Scale 1/2"=1'-0 <br />P <br />Cn <br />STUCCO C <br />SHEATHIN <br />R-19 BATT <br />AS REQ'D. <br />WOOD SHII <br />AS REQUIF <br />SEALANT( <br />MATCH MT <br />CLEAR AN, <br />ALUMINUN <br />STOREFR( <br />NOTE: ALL FLASHINGS TO BE <br />CORROSION RESISTANT MTL. <br />W/ 4" MIN. OVERLAP <br />2 Ridge / Hip Detail <br />Scale 3"=1'-0" <br />BUILDING WALL. SHEATHING <br />OVER FRAMING SHOWN. <br />SOME LOCATIONS WILL HAVE <br />CMU. RE: SECTIONS <br />STUCCO FINISH —� <br />SLOPE TOP 1" PER FT MIN <br />EIFS TRIM PROFILE <br />M <br />d- <br />I <br />ASPHALTIC ADHESIVE WHEN <br />REQUIRED <br />CAP SHEET MIN 3" HEAD LAP <br />MIN 2" HEADLAP REQ <br />2„ <br />MIN 6" SIDELAP REQ <br />OVERLAP HIP AND RIDGE MIN <br />OF 12" BOTH SIDES <br />DRIP EDGE OVER FINISHED <br />UNDERLAYMENT <br />TIN -TAG AND SECURE AS <br />INDICATED <br />DIMENSION IS FROM OUTSIDE FACE OF FINISH TO <br />OUTSIDE FACE OF EIFS. IN AREAS WHERE STONE <br />VENEER IS USED, INCREASE WIDTH OF EIFS AS <br />NOTE: 2 LAYERS NO 43 ORGANIC <br />NEEDED TO PROVIDE SAME DIMENSION FROM <br />BASE SHEET, STAGGER LAYERS <br />OUTSIDE FACE. <br />RECOMMENDED <br />6EIFS <br />Profile <br />Scale 3"=l'-0" <br />1°-811 <br />STUCCO FINISH <br />4" MTL. FLASHING - <br />PREFINISHED ALUMINUM --- <br />SCUPPER BOX SECURED TO <br />BLDG W/ STRAP ANCHORS <br />SCUPPER COLLAR BEYOND <br />311 <br />PREFINISHED ALUMINUM <br />RAIN LEADER. RE: ROOF <br />PLAN FOR SIZING. <br />2" PREFINISHED ALUMINUM <br />STRAP ANCHORS, PROVIDE MIN. <br />ONE @ TOP & BOTTOM AND AT ALL <br />INTERMEDIATE JOINTS. --, <br />Section a@ Storefront Head <br />STAPLES PROTOTYPE DETAIL A8-7 <br />,,--RE: TYP PARAPET WALL DETAIL <br />CLEAR OPENING TO BE 8" X 16" <br />` PT 2X BLOCKING AS NEEDED <br />�-- - RE: ROOF PLAN <br />RE: STRUCTURAL DWGS <br />FOR ROOF FRAMING <br />INFORMATION <br />--MASONRY WALL. RE: <br />STRUCTURAL <br />111 3/ <br />CLEAR ANODIZED ALUMINUM <br />--LINE OF WALL BEYOND <br />STOREFRONT SYSTEM <br />�� <br />CLEAR ANODIZED ALUMINUM <br />- <br />BRAKE METAL TO MATCH <br />CLR. ANOD. ALUM. BRAKE MT'L <br />STOREFRONT SYSTEM - S OTH <br />OVER (2) LAYERS 3/4" PLYW'D <br />OUT AND FILL ALL ROUG <br />SILL TO MATCH STOREFRONT. <br />5/8" GYP. BD. ON 6" <br />FINISHES <br />MTL. STUDS @ 16" O.0 <br />W/ INSULATION AS <br />REQ'D. <br />STUCCO OVER <br /><: <br />SHEATHING <br />i <br />CLEAR ANODIZED <br />c� <br />ALUMINUM BRAKE <br />R-19 BATT INSULATION <br />METAL TO MATCH <br />AS REQ'D. <br />STOREFRONT SYSTEM <br />FINISH AS SCHED. <br />MANUAL PULL -DOWN <br />SUN SHADE. MOUNT TO <br />gr <br />BLOCKING ABOVE, NOT <br />STOREFRONT SYSTEM <br />BASE AS SCHED. <br />SECURITY FILM SEE <br />SPEC. <br />FLOORING AS SCHED. <br />LINE OF WALL BEYOND <br />- <br />F.F. <br />16Section <br />@ Storefront Sill <br />NTS <br />PROTOTYPE DETAIL A8-8 <br />BUILDING WALL. SHEATHING <br />OVER FRAMING SHOWN. <br />SOME LOCATIONS WILL HAVE <br />CMU. RE: SECTIONS <br />STUCCO FINISH <br />SLOPE TOP 1" PER FT MIN - <br />EIFS TRIM PROFILE <br />STUCCO OVER DENSGLASS %" <br />SHEATHING. CHANGE <br />DENSGLASS TO FRT PLYWOOD <br />BEHIND THE FLASHING <br />CONT CASING BEAD BETWEEN <br />J-MOLD AND FLASHING <br />CONT. COUNTER FLASHING <br />TYPE "B" ATTACH 12" O.C. <br />CONT TYPE "A" FLASHING <br />CONT 2X P.T. NAILER <br />CONT HEN (FILL W/ BUTYL) <br />M <br />CONT 2X4 NAILER <br />SELF-SEALING ASHPALT SHINGLES <br />OVER 30# FELT <br />UNDERLAYMENT <br />5/" FRT PLYWOOD <br />SHEATHING <br />WALL <br />ROOF TRUSS <br />J <br />RE:STRUCTURAL <br />NOTE: ALL FLASHINGS TO BE <br />CORROSION RESISTANT MTL. <br />W/ 4" MIN. OVERLAP <br />3 Wall Abutment Detail <br />Scale 3"=1'-0" <br />CV <br />I <br />2„ 411 <br />6" <br />DIMENSION IS FROM OUTSIDE FACE OF FINISH TO <br />OUTSIDE FACE OF EIFS. IN AREAS WHERE STONE <br />VENEER IS USED, INCREASE WIDTH OF EIFS AS <br />NEEDED TO PROVIDE SAME DIMENSION FROM <br />OUTSIDE FACE. <br />7EIFS Profile <br />Scale 3"=1'-0" <br />8w <br />Scale 1"=1'-0" <br />SMOOTH <br />I WALL <br />RETURN x <br />RETURNN <br />A <br />DUCT OPE <br />1/4" HEX BOLTS @ 12" r,N <br />Q.C. (TYP.) `li <br />318" CONTINUOUS BENT <br />PLATE (PAINT TO MATCH 2111 <br />I WALL) 4 <br />' o i 8" STORM LEADER TIED <br />IN UNDERGROUND <br />J DETAIL NOTES: <br />1. STORM LEADER GUARD SHALL BE 4'-0" HIGH <br />o AND HELD @ 12" ABOVE FINISH GRADE. FOR <br />8" LEADER <br />2. PROVIDE DOWNSPOUT GUARDS AT ALL <br />DOWNSPOUT LOCATIONS. <br />FIN. 3. COORDINATE PER LOCAL REQUII-.EMENTS. <br />GRADE <br />13 Storm Leader Guard Detail <br />NTS <br />STAPLES PROTOTYPE DETAIL A9-6 <br />Detail - Duct RTU Curbs <br />14NTS <br />STAPLES PROTOTYPE DETAIL M2-7 <br />WALL ABUTMENT <br />TYPE "A' FLASHING <br />N.T.S. <br />�11 <br />1�( <br />Y4 <br />WALL ABUTMENT <br />TYPE "B" FLASHING <br />N.T.S. <br />STUCCO <br />RE: ELEVATIONS <br />FRY REGLET <br />CHANNELSCREED- <br />PCS-75-75 <br />EXTERIOR WALL <br />RE: PLANS <br />SCREW ATTACHED AS <br />PER MANUFACTURER'S <br />RECOMMENDATION <br />GUTTER STRAP @ 36" <br />(STAGGER 18" FROM <br />SUPPORT. ATTACH WITH <br />SCREWS OR POP RIVETS <br />PROTRUDING RIVET <br />RECTANGULAR GUTTER. RE: <br />ROOF PLAN FOR SIZING <br />FM ROLL OVER HANGER @ 36" -� <br />O.C. STAGGER 18" FROM STRAP <br />CONT. DRIP <br />FLASHING <br />ti <br />4 Rectangular Gutter Detail <br />Scale 3"=l'-0" <br />TOP OF RTU CURBS SHALL BE LEVEL <br />SHIM AS REQUIRED. <br />2420 DUCT I! <br />OPENING <br />(TYPICAL 2) <br />K I U-1, 1, 3, 4 ANU 6 ')cue X 211/ RTU-5 <br />SUPPLY AIR <br />DUCT OPENING <br />4� 5 <br />i N T E R I❑ R $,1 E X T E R I❑ R INTERIOR VESTIBULE WALLS, 4„ <br />WINDOWS AND DOORS TO BE .' <br />KNEE WALL PROVIDED AS PART OF THE FUTURE <br />2,11211 TENANT BUILD OUT <br />C.0 C <br />MOTION SENSOR (TYP.) TNT, E X T <br />KNEEWALL W/ CLEAR ANODIZED <br />ALUMINUM BRAKE METAL TO CLEAR ANODIZED ALUMINUM BRAKE <br />MATCH STOREFRONT SYSTEM GLASS AS SCHED. METAL TO MATCH STOREFRONT <br />z SYSTEM <br />z <br />w HEAD FACE OF KNEE WALL <br />0 4 2,1 CLEAR ANODIZED ALUMINUM <br />FIXED DOOR BEYOND STOREFRONT SYSTEM <br />it CLEAR ANODIZED ALUMINUM BRAKE 4"X4" STEEL TUBE <br />4- <br />SLIDING ENTRANCE GLASS AS SCHED. CAULKING CONT ALONG <br />DOOR STOREFRONT SYSTEM METAL TO MATCH STOREFRONT <br />THRESHOLD SET IN o SYSTEM - <br />FULL MASTIC BED <br />3/4" CONDUIT DROPS FOR ®® <br />CONT. GRAY SEALANT- DOOR PATH ON TRACK SECURITY PEDESTALS <br />SIDEWALK BY r' <br />LANDLORD GENERAL <br />CONTACTOR <br />FLOORING AS SCHED. l <br />FIN FLR. EL. 0'-0" — ❑IN F�❑❑R <br />SILL <br />17Section @ Entrance Sliding Doors 18 Entry Door Jamb Detail <br />NTSTPLES PROTOTYPE DETAIL A8-5 STAPLES PROTOTYPE DETAIL A8-10 <br />EXTERI❑R INTERI❑R <br />FACE OF PANEL 7 518" <br />BEYOND j <br />SEALANT CONT.ALON G <br />STOREFRONT SYSTEM <br />SECURITY FILM. SEE SPEC. <br />81, <br />Entry Corner Post Detail <br />19 NTS <br />STAPLES PROTOTYPE DETAIL A8-11 <br />SEALANT <br />PRE -SHAPED <br />METAL COUNTER <br />FLASHING CLIP W/ <br />RECEIVER <br />r <br />SCUPPER , 1 [' <br />CLEAR OPENING I <br />TO BE8"X16" <br />HEMMED DRIP <br />EDGE L <br />;I I <br />I I <br />MASONRY WALL. <br />RE:STRUCTURAL <br />Overflow Scupper <br />Scale V=V-0" <br />THE INVERT OF THE OVERLFOW SCUPPER <br />SHALL BE BETWEEN 2" MIN AND 4" MAX ABOVE <br />THE INVERT OF THE PRIMARY SCUPPER <br />RE: TYP PARAPET WALL DETAIL <br />PT 2X BLOCKING AS NEEDED <br />RE: ROOF PLAN <br />RE: STRUCTURAL <br />DWGS FOR ROOF <br />FRAMING <br />INFORMATION <br />1'-2" V-10" <br />- - -------LINE OF SUPPORT BEHIND WALL <br />INSTALL 2'-0" WIDE X YB" PLYWOOD FULL <br />HT. FOR WALL PROTECTION AT LADDER <br />r v <br />m °�� �� HOOP RINGS <br />CAGE VERTICALS- (9) SPACES @ 40bFF <br />CAGE CENTER LINE AT LADDER <br />NOTE: <br />V COORDINATE LOCATION AND METHOD OF ATTACHMENT WITH FLOOR PLAN <br />BILCO LADDER UP SAFETY POST SEE <br />A301-5 <br />3" /� �\ 2'-6'"x3'-0" INSULATED <br />T-0" TYP. ROOF HATCH SEE A301-4 <br />WALKPADS <br />BOTH SIDES /i \ 1" ROUNDED EDGE & GRIND SMOOTH <br />GRIND <br />\ ROOF HATCH FRAMING <br />2 1 /2 "X 112 " STL. L <br />BRACKET, WELD TO <br />LADDER RAIL & TO CONT. <br />STRUCT. ST'L. MEMBER <br />(TYP EA. SIDE OF RAILS) - <br />FACE OF STUD <br />PLAN <br />VIEW <br />BRIDGING FOR LADDER <br />SUPPORTS AS REQ'D. <br />(TYP) <br />WALL & BRIDGING <br />TO BE PROVIDED <br />AS PART OF FUTURE <br />TENANT BUILD OUT <br />1/4' <br />FIN. FLR. <br />-1 "x 1/2 °' FLAT GRAB BAR WELD TO <br />OUTSIDE FACE OF LADDER RAILS (EA. <br />RAIL) <br />00 <br />0 <br />�w <br />- 2 112 "x 112 " BAR LADDER RAILS <br />QC:) <br />- INSTALL 2'-0" WIDE X 5/8" PLYWOCId FUI <br />L <br />HEIGHT FOR WALL PROTECTION <br />Af Q <br />LADDER. <br />Q :5 <br />C� <br />0 <br />w <br />cn <br />m c <br />- PAINT LADDER AND CAGE <br />o 0 <br />cn o <br />46 RE -BAR LADDER RUNGS <br />z 0- <br />W/ABRASIVE OR BERATED STL. <br />[ o <br />(TYP.) <br />-5/8 " PLYWOOD. AS SCHED. <br />- L 4" x 4" x 3/8" x 2" LONG o <br />00 <br />WITH 5/8 " DIA. EXPANSION <br />ANCHOR (TYP) <br />0/ <br />NOTE: <br />CAGE MAY NOT BE REQUIRED. DEPENDING ON <br />HEIGHT OF THE STRUCTURE. CONTRACTOR TO <br />VERIFY WITH LOCAL JURISDICTION <br />20Roof Access Ladder <br />NTS <br />O <br />00 <br />00 <br />U <br />M <br />en C:) <br />O <br />� <br />� <br />w O1• <br />U <br />y <br />J <br />a <br />�o <br />4_4 <br />U <br />O� <br />� 4 <br />�a 3 <br />U <br />AI <br />, <br />IU <br />C <br />O <br />Q_ <br />rL <br />V <br />N00 <br />i <br />� L C0 <br />W u <br />Eu- (0 <br />2 cv LL <br />Z <br />�L� �9 <br />z <br />w <br />//�� <br />CL CY) 17- U) <br />U <br />0 <br />j <br />0 <br />b <br />5�.. <br />cn <br />co �� <br />0z)c� <br />®6U <br />v�coQ <br />Cn <br />a <br />i�YNEL <br />Cn <br />z <br />>® <br />JCO <br />O <br />mom: <br />z <br />w <br />21 <br />u- <br />o <br />m <br />c <br />E <br />S <br />.W <br />a - <br />0 <br />z <br />0 <br />z <br />0 <br />m <br />CD <br />> <br />LU <br />h <br />W <br />W <br />W <br />Cn <br />z <br />W <br />LU <br />©_ <br />al <br />MI <br />QI <br />O <br />N <br />vIO <br />' <br />o <br />I I <br />0 <br />0 <br />col <br />001 <br />w <br />C, <br />N <br />zrn <br />o <br />® <br />LU <br />O <br />y <br />U <br />C3 <br />W <br />C7 <br />V 'I'Rffl�A <br />