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12-559-0173 -L*C4 U.: 1 1/2" -'- ~c GALVANIZED HANDRAIL WITH PAINT FINISH GALVANIZED BRACKET ~` ARM SUPPORT GALVANIZED WALL BRACKET PLATE TAPCON TO CONCRETE WALL Handrail S cti ENTIRE BUILDING TO RECEIVE NEW PAINT FINISH. COLOR TO \ MATCH EXISTING. SEE SPECIFICATIONS � ___ __________________ ___ _______________ ___ ___________ ___ ----------- ___ __________________ -~ EXISTING METAL DOOR TO REMAIN AS IS -� - EXISTING WINDOW SYSTEM------ TO REMAIN AS IS ALL EXISTING EXPOSED ELECTRICAL CONDUIT AND LOW VOLTAGE CABLING ALONQ COURTYARD WALLS TO BE REMOVED FOR PAINTING AN RE-STRAPPED AND RE-INSTALLED ALONG WALL AFTER PAINTING. SEE ELECTRICAL DRAWINGS r -'� Handrail Elevation 6" HATCH INDICATES AREA OF CRACKED OR CHIPPED STUCCO TO BE REPAIRED AND PAINTED TO MATCH EXISTING. SEE SPEC|RCATlDNS CONTINUOUS 1-1/2"0 - METAL GUARDRAIL NTH � � | 1/ BRACKET ARM 1 1/2" DIAMETER GALVANIZED STEEL VV/ PAINT FINISH. PIPE SET IN GROUT INSIDE EXISTING PIPE OPENING ON SLAB' SLOPE OUT �\ '0 CONCRETE WALL EXPOSED PORTION DF GROUT TO SHED L� WATER AWAY FROM P|PE, TYPICAL K�2� Rail Elevation 1/211 NOTE: 1. ALL STEEL TO BE GALVANIZED 2. USE ALL NON-CORROSIVE FASTENERS OL TOP OF STAIR ROOF SLAB --EmS//ww numZvm/xL ---''''—' +61'-6 '~- WIRE GUARD RAIL TO REMAIN AS |3. TYPICAL U TOP OF SLAB. LEVEL G "FELEVATION +48'-10 1/2" TOP OF SLAB, LEVEL 5 U TOP OF SLAB, LEVEL 4 I �r PAINT FINISH AT 43~ AJ.F CON11NUOUS 1-1/2"0 METAL HANDRAIL NTH TYPICAL RAILING NOTES FOR ALL RAILINGS: PAINT FINISH AT 34" A.F.F 1/2" x 1/2" METAL PICKETS GUARDRAIL SHALL RESIST A LOAD OF 50 SPACED TO PREVENT PASSAGE OF A 4"0 SPHERE, 1b, NTH PAINT FINISH POUNDS PER LINEAL FOOT APPLIED IN EXISTING STAIR STRUCTURE TO REMAIN AS IS, TYPICAL, IA. GALVANIZED PIPE UNLESS NOTED OTHERWISE | W/ PAINT FINISH -�- 'D WALL PLATE 2. � � | 1/ BRACKET ARM 1 1/2" DIAMETER GALVANIZED STEEL VV/ PAINT FINISH. PIPE SET IN GROUT INSIDE EXISTING PIPE OPENING ON SLAB' SLOPE OUT �\ '0 CONCRETE WALL EXPOSED PORTION DF GROUT TO SHED L� WATER AWAY FROM P|PE, TYPICAL K�2� Rail Elevation 1/211 NOTE: 1. ALL STEEL TO BE GALVANIZED 2. USE ALL NON-CORROSIVE FASTENERS OL TOP OF STAIR ROOF SLAB --EmS//ww numZvm/xL ---''''—' +61'-6 '~- WIRE GUARD RAIL TO REMAIN AS |3. TYPICAL U TOP OF SLAB. LEVEL G "FELEVATION +48'-10 1/2" TOP OF SLAB, LEVEL 5 U TOP OF SLAB, LEVEL 4 I �r | | |U| | | N| U U ELEVATION +28'-6~ | �- /' *pPmuvEu EQUAL, AT � �� - . -_- `~- - - ~ - - . - D� �.ORBE+» - ARCHITECTS - architecture -~~ -- land n/°nnmo retail design wn,/ n�n,nn -`~- �-- - v»nmt,LZcnvi;mvr-Lanmwot .--- ~°4-�5r,n0 1 `- ue/c-rr 31 ve. suite 100 coral gables, nv,mmoowu m/.00a,44o°ux4y mx.xns~o44 ^saor no,/uuregistration nu.Ax-pmmxw 0 " " " , " ^ 0 " ° ° " , , ° 0 " ° " ^ " " " " . " , , . " ° , " ° ° " " " " = " " " " " ° ° " " ° " " " " " " " " " ° " " ° " John Ra&twro�.. OWNERSHIP AND USE OF THE DOCUMENIS:* THESE DRAWINGS, SCHEDULES. SPECWICAIIONS AND EXPRESSED IDEAS AS INSTRUME14TS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF FORBES ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS EXECUTED OR NOT. THE OWNER AND/OR TENANT SHALL ONLY BE PERMITTED TO RETAIN COPIES OF THESE DRAWINGS. SCHEDULES. SPECIFICATIONS AND EXPRESSED IDEAS FOR INFORMATION AND REFERENCE. THE DRAWINGS� SCHEDULES. SPECIFICATIONS AND EXPRESSED IDEAS SHALL NOT BE USED BY THE OWNER AND/OR TENANT ON OTHER PROJECTS. FOR AMMONS TO THIS PROJECT OR FOR COMPLETION OF THE PRO%IECT BY OTHERS EXCEPT BY AGREEMENT IN WRMNG AND WITH APPROPRIATE COMPENSATION TO F ARCHITECTS. COPYMGM(C)201Z JOHN ALL RIGHTS RESERVED. ^\ : ELEVATION +19'_1 0. 0 TOP OF SLAB, LEVEL 2 CROSS CHANNEL OR ` ~ APPROVED EQUAL, AT �' ELEVATION (SEE SCHEDULE) TOP OF SLAB, LEVEL 1 OIL 4B~ O.C. --- GYPSUM BOARD CEILING ' ' - CCEILING AS SCHEDULED \ / FASTENED WITH DRYWALL \---EX|SllNG RAIN WATER GUTTER AND--� - SCREWS AT �4~ O.C. m� LEADERS TO BE PRESSURE Interior ' K EXISTING CONCRETE OR CLEANED, PAINTED, AND RESEALED A8 CMU WALL, TYPICAL AT ALL JOINTS, TYPICAL - \A,n�' VA-_1�/ GC TO PROVIDE SUBMITTAL FOR GYPSUM BOARD -- -- CEILING HANGER SYSTEM AND CONFIRM WIRE GAUGE IS ACCEPTABLE TO THE MANUFACTURER'S GUIDELINES. GC MAY SUBMIT ALTERNATE FRAMING TOP OF STAIR ROOF SLAB ' METHOD OF ATTACHMENT FOR REVIEW AND GYPSUM BOARD ON 7/8" METAL Em//mE ou/Lu/n* COURTYARD /EXTERIOR APPROVAL PRIOR TO PROCEEDING WITH - TO RECEIVE NEW r*/m/ r/mmn COLOR TO EXISTING HORIZONTAL CDNSTRUCDON' MATCH EXISTING. SEE SPECIFICATIONS WIRE GUARD RAIL TO REMAIN AS IS, TYPICAL FINISH AS SCHEDULED TOP OF SLAB, LEVEL 6 AA ELEVATION +48'-10 1/2" 3/4- R-5 POLYISOCYANURATE RIGID INSULATION BOARDS TO DECK ABOVE TOP OF SLAB, LEVEL 5 AV. ATTACHED W/ POWER ACTIVATED FASTENERS TO EXISTING CONCR E "F ELEVATION +39'-2" BLOCK, TYPICAL A. TOP OF SLAB, LEVEL 4 ELEVA11ON +29'-6" TOP OF SLAB, LEVEL 3 4 "FELEVATION +19'-10" BASE AS SCHEDULED TOP OF SLAB, LEVEL 2 FLOORING AS SCHEDUI ED ELEVATION +10'-2" TOP OF SLA 7 B. LEVEL 1 OIL ON11NUOUS ELEVATION +0'-0. SEALANT, TYPICAL HATCH INDICATES AREA OF CRACKED OR Interior A CHIPPED STUCCO TO BE REPAIRED AND pmmrEo TO m*|cn EmS|/ms. uEE North Elevation 1/16" - v rtition SPECIFICATIONS � / ' ENTIRE BUILDING COURTYARD/EXTERIOR- TO RECEIVE NEW PAINT FINISH. COLOR TO MATCH EXISTING. SEE SPECIFICA11ONS TYPICAL RAILING NOTES FOR ALL RAILINGS: 1' GUARDRAIL SHALL RESIST A LOAD OF 50 POUNDS PER LINEAL FOOT APPLIED IN �^ - ANY DIRECTION AT TOP OF RAIL 2. PICKETS SHALL BE CAPABLE OF n*/Cn xwDIw~/cS AREA OF w`*Cmcu CONTINUOUS 1-1/2~0 OR CHIPPED STUCCO TO BE RESISTING A UNIFORM HORIZONTAL LOAD REPAIRED AND PAINTED TO MATCH , METAL GUARDRAIL WITH EXISTING. SEE SPECIFICATIONS OVER THE GROSS AREA DF NOT LESS 8WS8NC RAIN WATER GUTTER AND ^ ~ PAINT FINISH &T42~ A'F.F LEADERS TO BE PRESSURE THAN 25 POUNDS PER SQUARE FOOT, CLEANED, PAINTED, AND RESEALED NN AT ALL JOINTS, TYPICAL � VMTHDUTHE8TR|C11ON BY DEFLECTION, EXISTING STEEL GUARD CABLE END TO BE REMOVED' SEE DETAIL 10/A-10 CON11NUOU3 1-1/210 BUT OF NOT LESS STRENGTH THAN METAL HANDRAIL WITH REQUIRED TO RESIST APPLICABLE WIND PAINT FINISH AT 34' A.FF LOADS. J. HANDRAILS SHALL 8ECONSTRUCTED T0 RESIST LOAD NOT LESS THAN 200 POUNDS APPLIED IN ANYD|RECTlDN AND 1/2~ w 1/2~ METAL PICKETS ANY POINT ON THE RAIL SPACED TO PREVENT 4. VERTICAL PICKETS SHALL REJECT FOUR ~ PASSAGE OF A 4-m SPHERE, INCH DIAMETER OBJECT. WITH PAINT FINISH 5. THE TRIANGLE OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM ELEMENTDF EXISTING STAIR STRUCTURE AGUARDRA|L AT THE OPEN SIDE OF THE TO REMAIN AS |S, TYPICAL, STAIR SHALL BEDFSUCH A SIZE THAT '| | UNLESS NOTED OTHERWISE WILL REJECT A SIX-INCH DIAMETER UU OBJECT U || U 5. THE BOTTOM RAIL SHALL NOT 8[ MORE THAN TWO INCHES ABOVE THE SLAB 7. THE CLEAR SPACE BETWEEN HANDRAILS AND WALL SHALL BE 1 1/2' |N. 8. ENDS OF HANDRAILS SHALL BE EITHER ROUNDED OR RETURNED SMOOTHLY TO Rail Elevation 1/211 FLOOR S' CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ALL STAIRS, RAILINGS AND NOTE: GUARDRAILS 1' ALL STEEL TO BE GALVANIZED 2. USE ALL NON-CORROSIVE FASTENERS ^° ^. �u ` , � ' . UNDERSIDE OF � ' EXISTING SLAB ATTACH SUPPORT CABLES SECURELY UNDERSIDE OF STRUCTURE ABOVE TO 0 24~ u '' CONTINUOUS SEALANT ^--~- O.C. AS PER MANUFACTURER SPECIFICATIONS AND ASTM C838. � . ` AT ALL J0NTS TYPICAL ' ° � � ° EXTEND FURRING STRIPS ° AND INSULATION TO PROVIDE 12-CAUCE WIRE AT4'-O^ . "=^ O.C. UNDERSIDE OF ROOF DECK MAIN TEE BY USG, OR | | |U| | | N| U U ELEVATION +28'-6~ | �- /' *pPmuvEu EQUAL, AT � �� - . -_- `~- - - ~ - - . - D� �.ORBE+» - ARCHITECTS - architecture -~~ -- land n/°nnmo retail design wn,/ n�n,nn -`~- �-- - v»nmt,LZcnvi;mvr-Lanmwot .--- ~°4-�5r,n0 1 `- ue/c-rr 31 ve. suite 100 coral gables, nv,mmoowu m/.00a,44o°ux4y mx.xns~o44 ^saor no,/uuregistration nu.Ax-pmmxw 0 " " " , " ^ 0 " ° ° " , , ° 0 " ° " ^ " " " " . " , , . " ° , " ° ° " " " " = " " " " " ° ° " " ° " " " " " " " " " ° " " ° " John Ra&twro�.. OWNERSHIP AND USE OF THE DOCUMENIS:* THESE DRAWINGS, SCHEDULES. SPECWICAIIONS AND EXPRESSED IDEAS AS INSTRUME14TS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF FORBES ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS EXECUTED OR NOT. THE OWNER AND/OR TENANT SHALL ONLY BE PERMITTED TO RETAIN COPIES OF THESE DRAWINGS. SCHEDULES. SPECIFICATIONS AND EXPRESSED IDEAS FOR INFORMATION AND REFERENCE. THE DRAWINGS� SCHEDULES. SPECIFICATIONS AND EXPRESSED IDEAS SHALL NOT BE USED BY THE OWNER AND/OR TENANT ON OTHER PROJECTS. FOR AMMONS TO THIS PROJECT OR FOR COMPLETION OF THE PRO%IECT BY OTHERS EXCEPT BY AGREEMENT IN WRMNG AND WITH APPROPRIATE COMPENSATION TO F ARCHITECTS. COPYMGM(C)201Z JOHN ALL RIGHTS RESERVED. ^\ : ELEVATION +19'_1 0. 0 TOP OF SLAB, LEVEL 2 CROSS CHANNEL OR ` ~ APPROVED EQUAL, AT �' ELEVATION (SEE SCHEDULE) TOP OF SLAB, LEVEL 1 OIL 4B~ O.C. --- GYPSUM BOARD CEILING ' ' - CCEILING AS SCHEDULED \ / FASTENED WITH DRYWALL \---EX|SllNG RAIN WATER GUTTER AND--� - SCREWS AT �4~ O.C. m� LEADERS TO BE PRESSURE Interior ' K EXISTING CONCRETE OR CLEANED, PAINTED, AND RESEALED A8 CMU WALL, TYPICAL AT ALL JOINTS, TYPICAL - \A,n�' VA-_1�/ GC TO PROVIDE SUBMITTAL FOR GYPSUM BOARD -- -- CEILING HANGER SYSTEM AND CONFIRM WIRE GAUGE IS ACCEPTABLE TO THE MANUFACTURER'S GUIDELINES. GC MAY SUBMIT ALTERNATE FRAMING TOP OF STAIR ROOF SLAB ' METHOD OF ATTACHMENT FOR REVIEW AND GYPSUM BOARD ON 7/8" METAL Em//mE ou/Lu/n* COURTYARD /EXTERIOR APPROVAL PRIOR TO PROCEEDING WITH - TO RECEIVE NEW r*/m/ r/mmn COLOR TO EXISTING HORIZONTAL CDNSTRUCDON' MATCH EXISTING. SEE SPECIFICATIONS WIRE GUARD RAIL TO REMAIN AS IS, TYPICAL FINISH AS SCHEDULED TOP OF SLAB, LEVEL 6 AA ELEVATION +48'-10 1/2" 3/4- R-5 POLYISOCYANURATE RIGID INSULATION BOARDS TO DECK ABOVE TOP OF SLAB, LEVEL 5 AV. ATTACHED W/ POWER ACTIVATED FASTENERS TO EXISTING CONCR E "F ELEVATION +39'-2" BLOCK, TYPICAL A. TOP OF SLAB, LEVEL 4 ELEVA11ON +29'-6" TOP OF SLAB, LEVEL 3 4 "FELEVATION +19'-10" BASE AS SCHEDULED TOP OF SLAB, LEVEL 2 FLOORING AS SCHEDUI ED ELEVATION +10'-2" TOP OF SLA 7 B. LEVEL 1 OIL ON11NUOUS ELEVATION +0'-0. SEALANT, TYPICAL HATCH INDICATES AREA OF CRACKED OR Interior A CHIPPED STUCCO TO BE REPAIRED AND pmmrEo TO m*|cn EmS|/ms. uEE North Elevation 1/16" - v rtition SPECIFICATIONS � / ' ENTIRE BUILDING COURTYARD/EXTERIOR- TO RECEIVE NEW PAINT FINISH. COLOR TO MATCH EXISTING. SEE SPECIFICA11ONS TOP Or SLAB, LEVEL 5 ______________________________ ___ . ELEVATION +48'-10 1/2 EXISTING EXPOSED TOP OF 8LA8. LEVEL 3 TENSION CABLE ENDS TO — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- BE CUT FLUSH WITH WALL, ^^^`~^~'` ''~ '~ GROUND/FILED, PATCH AND MATCH EXISTING COLUMN FINISH TOP OF SLAB LEVEL 2 ' \ __________________________________ ..�' ELEVATION +10`-2" U TOP OF SLAB LEVEL 1 U �v� ~ �� Uuo��xn��. Southeast Elevation 1/16" ELEVATION +O'-O Existing Conditions 1/16" np� =m�m nw�m CD no -1- Cq CD CD �� nn �� _J U_ - ''0 C/) 0 '0 C/) u_ Date 02-22-12 Commission 11070 Revisions _ - . eet 10 10 of 11 �^ - ~ ' n*/Cn xwDIw~/cS AREA OF w`*Cmcu OR CHIPPED STUCCO TO BE ^' ~ REPAIRED AND PAINTED TO MATCH , EXISTING. SEE SPECIFICATIONS 8WS8NC RAIN WATER GUTTER AND ^ ~ LEADERS TO BE PRESSURE � CLEANED, PAINTED, AND RESEALED NN AT ALL JOINTS, TYPICAL � EXISTING STEEL GUARD CABLE END TO BE REMOVED' SEE DETAIL 10/A-10 TOP Or SLAB, LEVEL 5 ______________________________ ___ . ELEVATION +48'-10 1/2 EXISTING EXPOSED TOP OF 8LA8. LEVEL 3 TENSION CABLE ENDS TO — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- BE CUT FLUSH WITH WALL, ^^^`~^~'` ''~ '~ GROUND/FILED, PATCH AND MATCH EXISTING COLUMN FINISH TOP OF SLAB LEVEL 2 ' \ __________________________________ ..�' ELEVATION +10`-2" U TOP OF SLAB LEVEL 1 U �v� ~ �� Uuo��xn��. Southeast Elevation 1/16" ELEVATION +O'-O Existing Conditions 1/16" np� =m�m nw�m CD no -1- Cq CD CD �� nn �� _J U_ - ''0 C/) 0 '0 C/) u_ Date 02-22-12 Commission 11070 Revisions _ - . eet 10 10 of 11