|
d
<br />5
<br />0
<br />3
<br />1
<br />IS
<br />6
<br />II
<br />_J_JLn
<br />II I! I
<br />�l/I /
<br />I I III
<br />IIII
<br />I
<br />���
<br />III
<br />ILA °-]
<br />— —
<br />M N
<br />voO I
<br />ROTI
<br />Z
<br />U.j
<br />_
<br />2 I
<br />N N II N II �..i N II H rq II
<br />II I II I II I II i II
<br />\ J i Li ter �L==� I Lr L�r r 1�=�= I -- Li
<br />--JL-1� 1I;JI_=° I —I I —1-- --4I r�=Q�----�I °-4I TLL==�J— J— I 4I TL�=Q�-----�— II I LJ.,J4 _T T i�1i�i�L L=y —y—_,
<br />OIO l // I/\ IO �� ///\IIO rl // I/\ I00�
<br />of I° 1 I°�° I i�� j I I/—\ i 1p I ,¶
<br />III %� l r II _ I o II ll , IIII �--
<br />�� Illy I 11 //� I / II l \tJlll -IFS/ I / III 1�T1 I i / \ J1
<br />I�_—_—_�I / \ II ILI r�' l 1I----�4� C I / � II /� I — � �_-__- r/ I�/� I I —_J r J I� C JI _ / � ��/� I I rr� ILL---Jw C
<br />---
<br />L--JL_—JL; �— L___J L I�
<br />--------J L------—�—�--—--J I L`� — L------
<br />C137A _ _ L-_J __J L____J L-J
<br />CORRIDOR 3 r _I r _Ir 3 I r —I3
<br />FT _ — — — r— _ --- _ �j Or— _
<br />IF- � l �I LLB � [---� I (� I / � �� LL, (J F -' �I ('�7 I' �/ �� --- 1���=�j==� �
<br />0 �71 /� I II ° \ ii i F F 1 � O �` -1 k II \ �h C �p I M �\� J
<br />jjr T
<br />_J L II\� °\� I gip/r—
<br />HZ N—��r-II Ip I ll IL I\ / I I II IL I\ /III II I��
<br />iC 74 °IIII 0 �--- 1 \\ I \ / I 0 �--- LI �\ I \ / I Ill z— ll `'�
<br />W �0�°�I I �l l I r l \ I `� \ I `� I l rrF
<br />�� II
<br />� rJ , _ 1_ _ 1 _. L
<br />r ---- ��' 1 =� Lr��r---- L_�_��
<br />I �-I I---------- J 1�====
<br />JL � D OoYYII �y I-=--_---_--
<br />T JL_JJ
<br />\ M ---- l,/ 1 ,/ v/
<br />II I II
<br />I"r III // 1\ II l l Ill I I ce U
<br />C
<br />III I Ill Vl ,� Ili l I I V1 M M ui M V
<br />x Z ,Na x Z ,N-i I �C Z
<br />II II J U 71 LU W I W M _-------�I\ /I
<br />�IF i
<br />I�jl / IIII
<br />IF L1.
<br />11
<br />ICI I
<br />II�==u
<br />1 L— JI \\
<br />i� IIII Fr --II \
<br />/ I
<br />ILLfi F'I
<br />lj
<br />II �"i Iu I
<br />i�°�oi I
<br />II Xo I
<br />W nF = -J I
<br />I I
<br />O I�--
<br />V
<br />1B
<br />A-2.1
<br />SCOPE
<br />OF WORK
<br />r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ,
<br />I
<br />I
<br />BI
<br />1
<br />i
<br />I
<br />1
<br />U
<br />GENERAL DEMOLITION NOTES
<br />1. ALL WORK TO BE IN COMPLETE COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS.
<br />2. PRIOR TO BIDDING, THE CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY FAMILIARIZE
<br />THEMSELVES WITH EXISTING CONDITIONS. NO CLAIMS FOR ADDITIONAL WORK DUE TO UNFORESEEN
<br />CONDITIONS WILL BE CONSIDERED. NOTIFY ARCHITECT OF ANY DISCREPANCIES THAT EXIST WITH
<br />PERMIT DOCUMENTS.
<br />3. REMOVE ALL EXISTING FINISHES AS NECESSARY TO PREPARE FOR NEW CONSTRUCTION AND FINISHES
<br />INCLUDING REMOVING CARPETING, RESILIENT FLOORING, ETC. AND REPAIRING AND PREPPING
<br />SUB -FLOORING TO A CONDITION APPROPRIATE TO INSTALLATION OF NEW FINISHES,
<br />4. ALL EXISTING STRUCTURE, FINISHES, OR MATERIALS DESIGNATED TO REMAIN SHALL BE PROTECTED
<br />DURING DEMOLITION. BRACE/REINFORCE EXISTING STRUCTURAL ELEMENTS AS REQUIRED TO ENSURE
<br />STRUCTURAL STABILITY.
<br />5. ALL EXISTING BUILDING COMPONENTS DESIGNATED TO REMAIN OR TO BE REINSTALLED SHALL BE
<br />PATCHED, REPAIRED, OR REFINISHED TO MATCH UNDAMAGED SURROUNDING AREA IF DAMAGED
<br />DURING DEMOLITION. PREPARE EXISTING WALLS, FLOORS, ETC. TO REMAIN FOR NEW FINISHES.
<br />6, ANY VOIDS OR PENETRATIONS IN EXISTING CONSTRUCTION SHALL BE PATCHED AND FILLED TO
<br />MAINTAIN BUILDING ENVELOPE. NOTIFY ARCHITECT BEFORE ANY REPAIRS ARE MADE. REPAIRS ARE TO
<br />BE MADE TO ACCEPT NEW FINISHES,
<br />7, THE DEMOLITION WORK IS NOT LIMITED TO ITEMS SPECIFICALLY NOTED FOR REMOVAL BUT SHALL
<br />INCLUDE ITEMS RELATED TO AND NECESSARY FOR REMOVAL SO AS TO PROVIDE A COMPLETE
<br />PROJECT.
<br />8. PROVIDE ALL NECESSARY DUST BARRIERS TO ENSURE A SAFE AND SANITARY ENVIRONMENT.
<br />BARRICADE AND GRAFICS IS AT TENANTS EXPENSE. TENANT CONTRACTOR MUST PROVIDE PER MALL
<br />SPECS. TENANT SHALL CONSTRUCT A BARRICADE 18 FT. WITH 4 FT. POP -OUT WITH ONE DOOR PAINTED
<br />WITH GRAPHICS PER MALL SPECS. COORDINATE WITH MALL MARKETING MANAGER.
<br />9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISCARDING OF ALL
<br />DEMOLITION WASTE INCLUDING ANY UNFORESEEN HAZARDOUS WASTE OR MATERIALS ENCOUNTERED
<br />WITHIN THE SCOPE OF THE PROJECT,
<br />10, WHERE DEMOLITION WOULD AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING, THE
<br />CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORTS. CONTRACTOR SHALL NOTIFY ARCHITECT OF
<br />ANY FIELD CONDITIONS WHICH WOULD PRESENT A HAZARDOUS CONDITION TO THE STRUCTURE OR ITS
<br />OCCUPANTS BEFORE PROCEEDING. DO NOT PERFORM ANY SCHEDULED STRUCTURAL DEMOLITION
<br />UNTIL MEANS OF SUPPORT APPROVED BY STRUCTURAL ENGINEER IS INSTALLED.
<br />11. PRIOR TO DEMOLITION, REMOVE WALL FINISHES, INTERIOR AND EXTERIOR FOR POSSIBLE
<br />STRUCTURAL MEMBERS IN THE EXISTING WALL REQUIRING FURTHER BRACING. A FORMAL STRUCTURAL
<br />ANALYSIS OF THE EXISTING STRUCTURE HAS NOT BEEN PERFORMED AND ARCHITECT IS NOT
<br />RESPONSIBLE FOR EXISTING STRUCTURE IN ANY WAY.
<br />12. INFORM ARCHITECT OF ANY CONCERNS PRIOR TO DEMOLITION OR CONSTRUCTION FOR
<br />EVALUATION AS REQUIRED.
<br />13, SALVAGEABLE PRODUCTS AND MATERIALS WILL REMAIN THE PROPERTY OF THE OWNER. PROTECT
<br />FROM DAMAGE, DISPOSE OF ITEMS AT OWNER REQUEST,
<br />14. SPECIFIC DEMOLITION NOTES ARE NOT TO BE CONSIDERED ALL INCLUSIVE OR COMPLETE IN
<br />THEMSELVES, CONTRACTOR SHALL PROVIDE ALL DEMOLITION INCIDENTAL TO OR REQUIRED FOR
<br />RENOVATED CONSTRUCTION WHETHER SPECIFICALLY NOTED, INCLUDING BUT NOT LIMITED TO
<br />REMOVAL OF EXISTING CEILINGS, BASES, CARPET, VINYL TILE, CERAMIC TILE OR OTHER FLOOR FINISHES,
<br />TOILET ACCESSORIES, ETC. THAT MIGHT REASONABLY BE REQUIRED TO BE REMOVED IN PREPARATION
<br />FOR INSTALLATION OF NEW CONSTRUCTION OR SPECIFIED FINISHES, DEMOLITION SHALL BE
<br />PERFORMED IN A MANNER THAT WILL NOT DAMAGE ADJOINING SURFACES INDICATED TO REMAIN.
<br />SURFACES SHALL BE PATCHED TO MATCH EXISTING SURFACES TO REMAIN IN TEXTURE AND PATTERN IF
<br />NECESSARY TO PROVIDE A SUITABLE SUBSTRATE FOR NEW FINISHES.
<br />— — — — — — — — — — — — — I
<br />---- I EXISTING WALL OR CONDITION TO BE REMOVED
<br />------
<br />OVERALL NOTES:
<br />A) REMOVE ALL EXISTING LIGHT FIXTURES FROM JUNCTION BOXES AT START OF
<br />DEMOLITION. STOCKPILE FOR RE -USE WITHIN RENOVATED SPACE
<br />B) EXISTING KITCHENETTES WITHIN UNITS TO BE DEMOLISHED: DISCARD
<br />COUNTERTOPS, SALVAGE CABINET BOXES AND APPLIANCES FOR OWNER
<br />STOCKPILE. DEMOLISH CEILING AND FLOOR FINISHES.
<br />C) EXISTING BATHROOMS WITHIN UNITS TO BE DEMOLISHED: SALVAGE ALL
<br />PLUMBING FIXTURES (TOILET, SINK, SHOWER ENCLOSURE, GRAB BARS ETC) FOR
<br />RE -USE IN RENOVATED SPACE/OWNER STOCKPILE. DEMOLISH FLOOR, CEILING AND
<br />WALLS AS SHOWN,
<br />D) EXISTING LIVING ROOMS WITHIN UNITS TO BE DEMOLISHED: DEMOLISH CEILING
<br />AND FLOOR FINISHES,
<br />E) REFER TO STRUCTURAL, PLUMBING AND MECHANICAL PLANS FOR REQUIRED
<br />TRENCHING. TERMITE TREAT ANY SOIL EXPOSED DURING DEMOLITION ACTIVITIES
<br />PRIOR TO PATCHING SLAB (SEE STRUCTURAL DETAILS FOR SLAB PATCHING).
<br />H Go
<br />W :5i T
<br />STATE OF FLORIDA
<br />REGISTERED ARCHITECT
<br />Z -\
<br />cc
<br />;'o�O Cri
<br />ROBERT A. GLISSON
<br />AR0015123
<br />0 O
<br />N,z _
<br />w3N
<br />Z-------
<br />THE COMMONS
<br />ON PRETTY POND
<br />TERMITE NOTES
<br />j TYPE OF TREATMENT -SOIL CHEMICAL BARRIOR METHOD
<br />= 1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR
<br />REINSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE
<br />O POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL.
<br />d 2. CONDENSATE AND ROOF DOWN SPOUTS SHALL DISCHARGED AT LEAST 1'-0" AWAY FROM BUILDING
<br />SIDE WALLS.
<br />W
<br />Z 3. IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED
<br />W WITHIN 1'-0" OF BUILDING SIDE WALLS.
<br />W
<br />4. TO PROVIDE FOR INSPECTION OF TERMITE INFESTATION, BETWEEN WALL COVERING AND FINAL EARTH -
<br />GRADE SHALL NOT BE LESS THAN 6" (EXCEPTION PAINT OR DECORATIVE CEMENTITIOUS FINISH NOT
<br />LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL.
<br />5. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE. Mark
<br />D E M O L I T 10 N K E Y NOTES 6. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE TREATED INCLUDING SPACES BOXED OR
<br />FORMED. Issue/Revision
<br />7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC, SHALL BE MADE Project ID
<br />WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT CAD File Name
<br />O EXISTING GUARDRAIL TO BE DEMOLISHED. SAVE FOR OWNER STOCKPILE. PATCH WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT. Drawn By
<br />1 ALL SURFACES AT ABANDONED POINTS OF CONNECTION. RE -FINISH AS REQUIRED
<br />8. MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION, IF Reviewed By
<br />TO MATCH ADJACENT FINISHES. RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IN REQUIRED.
<br />Plot Date:
<br />OEXISTING WINDOW TO BE DEMOLISHED, SAVE FOR OWNER STOCKPILE. ENLARGE 9, CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED Record Date:
<br />2 OPENING AS REQUIRED (WIDEN) FOR NEW 3'-0" X 7'-0" INSWING DOOR AND FRAME. BEFORE EXTERIOR SOIL TREATMENT.
<br />PROVIDE NEW PRECAST LINTEL. INFILL VOID BETWEEN TOP OF NEW LINTEL AND 10, OIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-0" OF THE Sheet Title
<br />UNDERSIDE OF EXISTING WINDOW LINTEL WITH CMU. PATCH INTERIOR AND STRUCTURE SIDE WALLS
<br />EXTERIOR FINISHES TO MATCH ADJACENT EXISTING. CENTER DOOR IN HALL TO 11. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE
<br />ACQUIRE REQUIRED PUSH PULL CLEARANCES. DEMOLISH VEGETATION TO THE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS
<br />EXTERIOR OF WINDOW AND PROVIDE NEW 4" THICK X 5'0" DEEP CONCRETE PAD APPLIED SHALL BE RETREATED
<br />SLOPED @ 1/8" PER 12" AWAY FROM BUILDING (FULL WIDTH OF RECESS).
<br />12. ALL BUILDINGS ARE REQUIRED TO HAVE A PRE CONSTRUCTION TREATMENT
<br />O DEMOLISH EXISTING DECORATIVE CARPET AND SUSPENDED CEILING WITHIN HALLS. 13. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST
<br />3 COORDINATE WITH OWNER FOR ANY ITEMS TO BE SALVAGED,
<br />CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE
<br />SHALL STATE: THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF
<br />NON -COMPLIANT EGRESS DOOR TO T REPLACED, VISION PANEL TOO HIGH PERTOM OF TRANSPARENT PORTION OF VISION SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE
<br />O CODE (GREATER THAN 43 AFF TO BOTTOM FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES"
<br />PANEL) REPLACE DOOR SLAB WITH NEW DOOR SLAB WITHIN EXISTING FRAME.
<br />DOOR MATERIAL AND RATING TO MATCH EXISTING, PROVIDE VISION PANEL TO 14. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND
<br />MATCH EXISTING PANEL @ COMPLIANT HEIGHT. SERVICE DOOR / DOOR WITHIN 1'-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB TRAP BOXES, FORMS, SHORING Drawing No.
<br />HARDWARE TO ENSURE PROPER OPERATION. REPLACE ANY COMPONENTS AS OR OTHER CELLULOSE MATERIAL.
<br />REQUIRED, NEW DOOR TO BE EQUIPPED WITH FAIL SAFE LOCKING HARDWARE 15. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC_ SHALL BE BURIED WITHIN 15'-0" OF ANY
<br />CONNECTED TO BUILDING FIRE ALARM PANEL - SEE LIFE SAFETY PLAN. BUILDING OR PROPOSED BUILDING.
<br />16. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED WITHIN 15'-0" OF ANY
<br />BUILDING OR PROPOSED BUILDING.
<br />38130 Pretty Pond Road
<br />Zephyrhills, FL 33540
<br />E 7 ,
<br />., S
<br />ON PRIEiTTY POND
<br />10/15/13 PERMIT SET
<br />8/3( 1 DESIGN DEVELOPMENT SET
<br />Date
<br />Revision
<br />13016
<br />Filename
<br />APM
<br />JS
<br />00/00/00
<br />00.00.00
<br />DEMOLITION PLAN
<br />SHEET SCALE: 1/8" = 1'-0"
<br />A-2,1
<br />~ 5A KEY PLAN: DEMOLITION
<br />A-2.1 Scale:1:500
<br />5
<br />3
<br />2 1 1
<br />
|