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12-559-0132 M11 I N 2° —1 -OF W DOOR' OF DOOR W SPECIFICATION: 1- 0- 3- 25/HGP • l;FII�I CAP SHEET PLY SHEET BASE SHEET TAPERED INSULATION ROOF DECK COMPONENT TYPE REQUIRED ATTACHMENT RATE OFAPPLICATION DECK Concrete Per Code INSULATION EnergyGuardTm Tapered tapered OlyBond 50OTM Adhesive '/a" to I " ribbons spaced 12" o.c. LINE OF OVERHANG ABOVE. Polylso Roof Insulation COORDINATE RELOCATION OF EXISTING FIRE ALARM DEVICE AND JUNCTION BOX. ASTM 01289 NEW STAINLESS STEEL DOWNSPOUT, ROOFBOARD l®" Dens Deck Primer "t Roof One (1) layer ®lyBond 50OTm Adhesive 'l" to I" ribbons spaced 12" o.c. 7" -D2<: Board ALIGN NEW 6" DIAMETER 42" HIGH CONCRETE FILLED BOLLARD WITH PAINT FINISH. ASTM 01177 ANCHOR X" THICK BOTTOM PLATE TO EXISTING CONCRETE WITH FOUR %" HILTI PLYSHE'ET RUBEROID9 SBS Heat- Two (2) plies Heat Welded Fully Adhered PROVIDE WELDED (SMOOTH) TOP PLATE. We1dT"r 25 ARCHITECT TO SELECT COLOR, TYPICAL. ASTM D6163 CAPSIIEET RUBEROID9 Heat -Weld Plus One (1) ply Heat Welded Fully Adhered ASTM D6164 FLASHING RUBEROID�A) SBS Heat- One (1) ply Heat Welded Fully Adhered 2X25H Weld"' 25 ASTM D6163 RUBEROID,V Heat -Weld Plus One (1) ply Heat Welded Fully Adhered ASTM D6164 GUARANTEE WeatberStopper* Diamond Twenty (20) GUARANTEE FEE IS —Pledge Guarantee rears APPLICABLE 6 Roof Specification nts A-8 NOTE: 1, ROOF SPECIFICATIONS ARE BASED ON GAF'S MANUFACTURER SPECIFICATIONS. GC TO PROVIDE ROOFING AS SPECIFIED OR AN EQUAL APPROVED BY THE OWNER AND ARCHITECT. 2. NOA: 08- 1028.02, PAGE 9 OF 36 9/16" IMPACT GLASS STOREFRONT SYSTEM IN CLEAR ANODIZED ALUMINUM FRAME, SEE NOA SCHEDULE ON 7' SHEET, TYPICAL MULLION BEYOND CONTINUOUS SEALANT, TYPICAL 0 0 9/16" IMPACT GLASS STOREFRONT SYSTEM IN CLEAR ANODIZED ALUMINUM FRAME, SEE NOA SCHEDULE ON "i" SHEET, TYPICAL r'T',� Mullion Detail 311 �V Storefront ALL EXISTING CONTROLS, SWITCHES, OUTLETS, CAMERAS, FIRE ALARM DEVICES, ETC. WITHIN AREA OF WORK ARE TO TO RELOCATED INTO NEW GYPSUM WALL, TYPICAL. OUTLINE OF ROOF OVERHANG, TYPICAL. Elevator Lobby Reflected 2 Ceiling Plan - Level 6 1/4 -- A-8 EXISTING STRUCTURAL WALL BEYOND TO RECEIVE NEW PAINT FINISH NEW STAINLESS STEEL SCUPPER TO— DOWNSPOUT AND SPLASH BLOCK. ROOFING CONTRACTOR TO SUBMIT SPECIAL CONDITION DETAILS TO ARCHITECT FOR APPROVAL, TYPICAL. NEW DECK ABOVE WITH NEW PAINT — AND STUCCO FINISH TO MATCH EXISTING, SEE STRUCTURAL DRAWINGS STEEL TUBE WITH BREAK METAL FINISH TO MATCH STOREFRONT SYSTEM STOREFRONT DOOR AS SCHEDULED IMPACT RESISTANT STOREFRONT SYSTEM WITH CLEAR TINTED GLAZING FINISH FLOOR AS SCHEDULED PROVIDE NEW 3' -0" BY 3' -0" WIND— DRIVEN RAIN RESISTANT STATIONARY LOUVER EME520MD BY RUSKIN IN NEW OPENING, OPENING SILL TO BE 8' -0" ABOVE EXISTING FLOOR SLAB. PAINT TO MATCH EXISTING METAL GRILLE ACCENT COLOR, SEE DETAIL 7/A -9. COORDINATE NEW MASONRY OPENING WITH STRUCTURAL PLANS, TYPICAL EXISTING STRUCTURAL WALL BEYOND TO RECEIVE NEW PAINT FINISH EXISTING SCUPPER TO BE REMAIN, TYPICAL F NEW DECK ABOVE WITH NEW PAINT — AND STUCCO FINISH TO MATCH EXISTING, SEE STRUCTURAL DRAWINGS NEW SCUPPER AND DOWNSPOUT TO — MATCH EXISTING STEEL TUBE WITH BREAK METAL FINISH TO MATCH STOREFRONT SYSTEM IMPACT RESISTANT STOREFRONT SYSTEM WITH CLEAR TINTED GLAZING FINISH FLOOR AS SCHEDULED EXISTING EXTERIOR WALL WITH NEW 5/8" GYPSUM BOARD ON 7/8" METAL FURRING STRIPS AT 24" O.C. EXTEND GYPSUM BOARD 6" ABOVE ADJACENT CEILING. PLACE R -5 RIGID INSULATION AGAINST EXISTING PARTITION TO DECK ABOVE BETWEEN FURRING STRIPS. SEE PARTITION SECTION 5/A -10 NEW OR RELOCATED DOOR EXISTING DOOR TO REMAIN Notes: 1. THIS DESIGN COMPLIES WITH SECTION 11, FLORIDA BUILDING CODE 2007 2. ALL FLOOR SURFACES SHALL BE LEVELED AND FLOORING MATERIALS SHALL BE REPLACED IN ORDER TO ALLOW GREATER ACCESSIBILITY. CHANGE BETWEEN EXTERIOR AND INTERIOR IS NOT TO EXCEED 1/2 ". 3. FLOOR SURFACES SHALL COMPLY WITH SECTION 11 -4,5 OF THE FLORIDA BUILDING CODE 2007 SURFACE MOUNTED LIGHT FIXTURE 4) EXIT SIGN RECESSED LIGHT FIXTURE NEW GYPSUM BOARD CEILING WITH PAINT FINISH NOTE: ALL ITEMS AND SYSTEMS ARE NEW EXCEPT WHERE SPECIFICALLY INDICATED OTHERWISE OR ASSOCIATED WITH THE FOLLOWING NOMENCLATURE: E DENOTES EXISTING TO REMAIN R DENOTES EXISTING TO BE RELOCATED. CLEAN ALL RELOCATED LIGHT FIXTURES, 7 O I i1 4 Exterior Elevation 3/16" a-e VA 5 Exterior Elevation 3/16" A-8 U4 01. TOP OF SLAB LEVEL 6 ELEVATION +48' -10 1/2" TOP OF ROOF STRUCTURE ELEVATION +61' -2 1/2- BOTTOM OF ROOF STRUCTURE ELEVATION +57' -5 1/2- TOP OF SLAB LEVEL 6 ELEVATION +48' -10 1/2- Elevator • • • ,aft Level • FORBLS# . n .. ARCHITECTS rrchite-ctura HATCH INDICATES AREA OF FLOOR WHERE lard N,'gnninV- CONTRACTOR IS TO BREAK UP AND retail design REMOVE ALL LOOSE OR CRACKED FLOOR space planning TOPPING AND RESURFACE WITH NEW construction management CONCRETE TOPPING, LEAVE FLOOR ry 4565 ?once de "Leon bivd. SURFACE SMOOTH AND PREPARE FOR NEW suite 00- _ EXOPY PAINT FINISH coral gables, fiarida 33146 NEW A/C UNIT. COORDINATE lei . 305 fax .446.5557 / 1 . 305.454.5557 WITH MEP PLANS, TYPICAL. fiorida registration no. AA - F000104 REMOVE EXISTING STUCCO DOWN TO EXPOSED MASONRY WALL AS REQUIRED FOR NEW GYPSUM FURRING, ° ° STRUCTURE, ROOF MATERIALS AND O . FLASHING, TYPICAL IN AREA OF WORK. 0 o a o 0 o O o O 4 O O O O O O NEW GYPSUM FINISH TO EXTEND ABOVE AND BELOW WINDOW OPENING, TYPICAL. PROVIDE NEW 3' -0" BY 3' -0" WIND— DRIVEN RAIN / RESISTANT STATIONARY LOUVER EME520MD BY •/ RUSKIN IN NEW OPENING. OPENING SILL TO BE 8' -0" ABOVE EXISTING FLOOR SLAB, PAINT TO MATCH .( EXISTING METAL GRILLE ACCENT COLOR, SEE DETAIL �,� " "••°a ELEVATION 0' -0' 7/A -9. COORDINATE NEW MASONRY OPENING WITH ,•',>;�+ $P,•FrB STRUCTURAL PLANS, TYPICAL -� EXISTING MASONRY VENT OPENING on `"'} r ell - - - -� (ABOVE ELEVATOR DOORS) TO BE t BLOCKED —UP. COORDINATE WITH r ' j STRUCTURAL DRAWINGS, TYPICAL, i ALL EXISTING CONTROLS, SWITCHES, �#4 2® i OUTLETS, CAMERAS, FIRE ALARM �3 j DEVICES, ETC, WITHIN AREA OF WORK - i ARE TO TO RELOCATED INTO NEW John Roberts" Forbes 1 GYPSUM WALL, TYPICAL. AR0009810 3 Level 1/4" A-8 OUNTED A/C UNIT HOOD. COORDINATE ANS, TYPICAL. ' /FT. (MINIMUM) )F INSULATION AS PICAL. • l � JEW STOREFRONT AL. 1 ROOF RICKETS TO NDING WATER AS STEEL ROOFING TO SUBMIT SPECIAL TAILS TO ARCHITECT 1, TYPICAL. -S STEEL DOWNSPOUT 'ESPLASH BLOCK TO AG ADJACENT i SPLASH BLOCK. TRACTOR 1 SUBMIT VITION DETAILS TO R APPROVAL, TYPICAL OWNERSHIP AND USE OF THE DOCUMENTS: THESE DRAWINGS • SCHEDULES, SPECIFICATIONS AND EXPRESSED IDEAS AS INSTRUMENTS OF SERMCE 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 ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THE PROJECT BY OTHERS EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO FORBES ARCHITECTS. COPYRIGHT ©2012, JOHN FORBES. INC., dba FORBES ARCHITECTS, ALL RIGHTS RESERVED, w� W vi L L t� L N CO Q > M O 0. Q J O "a V- t I 1 N °E � CU d- S U) O ® 0 O V♦ 1 - U) LL A) 2 a 1 1 1 M v w � M o c ra o <C 0 C to m C> s a° o CO h U) v 0 Date 02 -22 -12 Commission 11070 Revisions A04-24-12 ADDENDUM #2 Sheet A -8 8 of 11 REMOVE EXISTING CONCRETE EYELID 4 AND LIGHT FIXTURE, TYPICAL, A -7 r — ' z 0 5 A -8 A � � t W -- LINE OF OVERHANG ABOVE. COORDINATE RELOCATION OF EXISTING FIRE ALARM DEVICE AND JUNCTION BOX. NEW STAINLESS STEEL DOWNSPOUT, CONDUCTOR HEAD, DOWNSPOUT HANGERS — AND CONCRETE SPLASH BLOCK TO MATCH EXISTING ADJACENT DOWNSPOUT 7" -D2<: AND SPLASH BLOCK, TYPICAL, ALIGN NEW 6" DIAMETER 42" HIGH CONCRETE FILLED BOLLARD WITH PAINT FINISH. ANCHOR X" THICK BOTTOM PLATE TO EXISTING CONCRETE WITH FOUR %" HILTI EXPANSION BOLTS EMBEDDED 3" MAXIMUM INTO EXISTING CONCRETE. PROVIDE WELDED (SMOOTH) TOP PLATE. ARCHITECT TO SELECT COLOR, TYPICAL. 3 Level 1/4" A-8 OUNTED A/C UNIT HOOD. COORDINATE ANS, TYPICAL. ' /FT. (MINIMUM) )F INSULATION AS PICAL. • l � JEW STOREFRONT AL. 1 ROOF RICKETS TO NDING WATER AS STEEL ROOFING TO SUBMIT SPECIAL TAILS TO ARCHITECT 1, TYPICAL. -S STEEL DOWNSPOUT 'ESPLASH BLOCK TO AG ADJACENT i SPLASH BLOCK. TRACTOR 1 SUBMIT VITION DETAILS TO R APPROVAL, TYPICAL OWNERSHIP AND USE OF THE DOCUMENTS: THESE DRAWINGS • SCHEDULES, SPECIFICATIONS AND EXPRESSED IDEAS AS INSTRUMENTS OF SERMCE 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 ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THE PROJECT BY OTHERS EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO FORBES ARCHITECTS. COPYRIGHT ©2012, JOHN FORBES. INC., dba FORBES ARCHITECTS, ALL RIGHTS RESERVED, w� W vi L L t� L N CO Q > M O 0. Q J O "a V- t I 1 N °E � CU d- S U) O ® 0 O V♦ 1 - U) LL A) 2 a 1 1 1 M v w � M o c ra o <C 0 C to m C> s a° o CO h U) v 0 Date 02 -22 -12 Commission 11070 Revisions A04-24-12 ADDENDUM #2 Sheet A -8 8 of 11