38058 Arbor Ridge Dr (3) - Laserfiche WebLink

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ill=10' 1 1 30 1 "=20' 30 20 10 0 20 40 60 15 90 1 "=30' 30 1 "=40' %0 . 4 20 0 40 80 120 7 150 1 "=50'PIN 1 "=100' PROJECT NAME MEDICAL BUILDING MODIFICATIONS I NLJL UKAYYINUZi NAJ GLLN (.KLA I LU r PLUM PREVIOUS CONTRACT DOCUMENTS, WHILE ACTUAL CONDITIONS HAVE BEEN INVESTIGATED TO THE BEST OF THE DESIGNER ABILITY, THE CONTRACTOR SHALL FIELD VERIFY THE EXISTING CONDITIONS DURING THE COURSE OF WORK AND COORDINATE ANY DISCREPANCIES WITH THE ARCHITECT/DESIGNER/ENGINEER DEMO PLAN SCALE: 1 /4" = 1'-0 Al —01 EXISTING BUILDING / CMU EXTERIOR WALL/ STORE FRONT GLAZING TO REMAIN INTERIOR WALLS TO REMAIN r 1 I I INTERIOR WALLS FOR DEMOLITION GENERAL NOTES: 1. FURNITURE AND APPLIANCES TO BE SELECTED AND PROVIDED BY OWNER — SHOWN IN PLAN ARE FOR REFERENCE ONLY. 2. EXISTING GLAZING AND STOREFRONT DOOR SYSTEM TO REMAIN — NEW DOUBLE DOOR (D1) AND SINGLE DOOR (D2). DEMOLITION NOTES: 1. REMOVE ALL EXISTING CONSTRUCTIONS AND FINISHES NECESSARY FOR THE COMPLETION OF THE WORK AS DEPICTED ON THE DRAWINGS INCLUDING BUT NOT LIMITED TO ITEMS SHOW IN THE PLANS WITH DASHED LINES/HATCHED. NECESSARY DISCONNECTS AND ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SHALL BE INCLUDED. PATCH AS REQUIRED ALL CONSTRUCTIONS TO REMAIN IN ACCORDANCE WITH THE CONTRACT DRAWINGS, WHERE CONTRACTOR IS DESIGNATED TO MAKE REMOVALS. DISPOSITION OF MATERIALS IS THE RESPONSIBILITY OF THE CONTRACTOR. VERIFY WITH OWNER THE DISPOSITION AND REMOVAL OF ANY COMPONENT OF SALVAGEABLE VALUE. 2. ALL REMOVALS AND SALVAGE, UNLESS SPECIFICALLY NOTED OR REQUESTED BY THE OWNER SHALL BECOME THE PROPERTY OF THE CONTRACTOR. 3. REMOVE ONLY NON —LOAD BEARING CONSTRUCTION OR PARTITIONS, CONTRACTOR TO VERIFY PRIOR TO REMOVAL STRUCTURAL COMPONENTS, I.E. BEARING WALLS, HEADERS ETC. SUPPORTING FLOOR, ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVAL, CONTACT THE ARCHITECT/ENGINEER PRIOR TO REMOVAL OF ANY CONSTRUCTION IN QUESTION OR DEBATING FROM THE DESIGN INTENT (U.N.O.). CONTRACTORS NON —CONTACT OF ARCHITECT PRIOR TO REMOVAL OF ANY WORK INDICATES HIS COMPLETE UNDERSTANDING THAT NON —LOAD BEARING OR STRUCTURAL WORK IS BEEN ALTERED UNDER THIS CONTRACT. 4. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED AND SHALL BE OF SUFFICIENT STRENGTH TO SUPPORT THE DESIGN LOADS AND TO RESIST THE DEFORMATION CAUSED BY SUCH LOADS TO WHICH THEIR SOIL PRESSURE INCLUDING SURCHARGE, HYDROSTATIC HEAD AND IMPACT LOADS AS APPLICABLE. MINIMUM DESIGN LOAD VALUES SHALL BE AS FOLLOWS: 100 P.S.F. LIVE LOAD (FIRST FLOOR) 20 P.S.F. DEAD LOAD (FLOOR/ROOF) MAXIMUM ALLOWABLE DEFLECTION PER TABLE 1604.3 5. PATCH ALL FINISHES TO MATCH EXISTING, INCLUDING BUT NOT LIMITED TO GYPSUM BOARD, PLASTER, ACOUSTIC SYSTEMS, WOOD TRIM COVERS, BASE, PANEL, RAILS AND WAINSCOT. VERIFY MATCH OF NEW FINISH MATERIALS TO EXISTING IN COLOR, TEXTURE, THICKNESS, CUT, ETC. TO SATISFACTION OF OWNER PRIOR TO INSTALLATIONS, PROVIDE OTHER MATERIALS TO MATCH EXISTING WHEN REQUIRED, TO BE APPROVED BY OWNER. 6. PATCH EXISTING WALLS, GYPSUM DRYWALL OR PLASTER TO MATCH EXISTING OF SUFFICIENT THICKNESS TO MAINTAIN UNIFORM WALL THICKNESS. ALL EXPOSED PORTIONS OF WALL SHALL BE FINISHED WITH THREE (3) COATES OF SPECKLING, SANDED AND LEFT IN A PAINT READY CONDITION. 7. WHERE APPLICABLE LEVEL ALL EXISTING FLOOR AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. INSTALL REQUIRED TRANSITION PIECES BETWEEN VARIOUS FLOORS FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER, MATCH EXISTING WHEREVER POSSIBLE. NORTH OWNER: ADAA REAL ESTATE LLC 2653 BRUCE B DOWNS BLVD. WESLEY CHAPEL , FL 33544 PROJECT ADDRESS 38058 ARBOR RIDGE DRIVE. ZEPHYRHILLS, FL 33540 DRAWING BY: DANIEL JALIL Associate AIA M.A. In Architecture & Planning 10233 CELTIC ASH DR. Ruskin, FL 33753 Phone (813) 240-3537 THIS DRAWING MEASURING 24"x36" IS THE PROPERTY OF DANIEL JALIL AND MAY NOT BE USED OR REPRODUCED WITHOUT HIS WRITTEN PERMISSION.. THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IS SIGNED AND SEALED. ENGINEER: I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH THE 7TH EDITION OF THE FLORIDA BUILDING CODE 2020. DANIEL JAMES COOREY P.E. FL 77065 Phone (813) 507-9166 DATE ISSUED FOR: SHEET TITLE DEMO PLAN JOB No. ZPH-0821 SCALE AS NOTED DATE AUG-09-21 DRAW BY DJ CHECKED BY DJ PLOT DATE 08-09-21 DRAWING No 3"=1'-0" 1 1 /2"=1'-0" 3/4"=1'-0" 1 /4"=1'-0" 1 /8"=1'-0" 1 0 2 2 0 2 4 8 6 10 20 Al-01 1 /16"=V-0" 12m 0 20 40