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Home My WebLink About18-4236 (BR18-000970) 1508 W 16TH ST- (A) FLOOR PLANm IF TI � i I 6 II 0110 L 2 >o I 11 BEDROOM Iffllmff i 6 -n4 BEDROOM CLOS LIVING ROOM �) BEDROOM I� 2 \2> � -EXISTING FLOOR PLAN 1/2 _1'_0" Plot Style: - - - - Plot Scale: 0.3869:1 Plotted At: Oct. 9, 18 11:08 PM By: KENNY'S DESKTOP Last Saved By: KENNY'S DESKTOP Last Saved At: Oct. 9, 18 HEADER {2) 2x12 1/2 CDX FLITCH HEADER --< STUDS -FULL LENGTH - WALL STUDS -NO CONNECTORS RQD @ CRIPPLE L d 11 SIMPSON SP4 W/ (6) 10d x 1-1/2" NAILS @ BOTTOM OF WALL & HEADER STUDS ROOF FRAMING MEMMERS - CONNECT W/ SIMPSON MTS20 I ``---DOUBLE TOP PLATE -1/2" OSB OR CDX PLYWD EXT. SHEATHING NAILED W/ 10d GALV. @ 3" O.C. EDGES & 12" O.C. FIELD Lu WHEN ATTACHING TO CMU: 2x4 P.T. WALL STUD W/ (4) 5/8" DIA. ANCHOR BOLTS TO CMU WHEN ATTACHING TO FRAME: 2x4 P.T. WALL STUD W/ (4 5/8" x 5" LAG BOLTS TO EXT. FRAME WHEN ATTACHING TO CMU: 5/8" DIA, x 9" ANCHOR BOLTS, EMBED " MIN. INTO FOUNDATION W/ 3" x3"x1/8" WASHERS & DOUBLE NUT, LOCATED WITHIN 6" OF EA END & 32" O.C. MAX ELSEWHERE. WHEN ATTACHING TO FRAME: 2x P.T. BOTTOM PLATE W/ 5/8" x 9" LAG BOLTS @ 32" O.C. W/ SP4 @ 16" O.C. MAXIMUM HEADER SPAN (it.) UP TO 5'-0„ TO 8'--0" 6A 4'-11 1/2" 7'-11 1/ "AND UP NUMBER OF HEADER STUDS EXISTING FIRE DAMAGE SHEET ROCK (WALL AND CEILING). 2. SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGHT STUDS 3. 2 AND AT EACH END OF HEADER EXISTING BATH ROOM FIXTURE. MiNIMUM WALL AND HEADER STUD REQUIREMENTS TYPICAL1. N s TYPICAL INTERIOR FRAMING DETAIL DEMOLITION PLAN KEY NOTES PERMIT ISSUED SHALL. BE CONSTRUED TO BE A 6A 1. REMOVE AND REPLACE EXISTING FIRE DAMAGE SHEET ROCK (WALL AND CEILING). 2. REMOVE AND REPLACE EXISTING DOORS. 3. REMOVE AND REPLACE EXISTING BATH ROOM FIXTURE. 4. REMOVE AND REPLACE ALL FIRE DAMAGE WOOD FRAME. 5. REMOVE AND REPLACE KITCHEN CABINETS 6. PAINT INTERIOR AND EXTERIOR (TWO COATS) CONSTRUCTION SPECIFICATIONS A GENERAL 1. ALL MATERIAL AND WORKMANSHIP SHALL COMPLY WITH THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE 6th EDITION AND ALL OTHER BYLAWS ADMINISTERED BY AUTHORITIES HAVING JURISDICTION. 2, ALL DIMENSIONS SHOWN ON THE DRAWINGS ARE TO BE VERIFIED BY THE CONTRACTOR BEFORE PROCEEDING WITH THE WORK. 3. IT IS ASSUMED THAT THE EXISTING CONSTRUCTION IS IN SOUND STRUCTURAL CONDITION. GENERAL CONTRACTOR IS TO ADVISE THE ARCHITECT IF ANY DISCRIPANCIES OR DEFECTS ARE NOTED IN EXISTING CONSTRUCTION BEFORE PROCEEDING WITH NEW CONSTRUCTION. 4. PERFORM ALL ADDITIONAL DEMOLITION WORK AS NOTED ON THE DRAWINGS AND AS REQUIRED TO PERFORM WORK. 5. CONTRACTOR SHALL EXAMINE SITE, AND BECOME THOROUGHLY ACQUAINTED WITH SAME AND OBTAIN ANY AND ALL INFORMATION THAT MIGHT BE NECESSARY FOR PROPER EXECUTION OF CONTRACT. NO AFTER CLAIM SHALL BE ALLOWED OR ENTERTAINED FOR ANY WORK OR MATERIAL THAT MAYBE REQUISITE AND NECESSARY FOR PROPER EXECUTION AND COMPLETION OF THIS CONTRACT. 6• WHERE USED, WORD "SUPPLY" SHALL MEAN FURNISHING TO SITE, IN LOCATION REQUIRED OR DIRECTED, COMPLETE WITH ACCESSORY PARTS. 7. WHERE USED, WORD "INSTALL" SHALL MEAN SET IN PLACE AND SECURE OR AFFIXED TO BUILDING STRUCTURE AS NOTED OR DIRECTED. & WHERE USED, THE WORD "PROVIDE" SHALL MEAN SUPPLY AND INSTALL AS DiSCRIBED ABOVE. 9. __ THE OWNER SHALL HAVE THE RIGHT TO ENTER AND OCCUPY IN WHOLE OR IN PART FOR THE PURPOSE OF PLACING FITTINGS AND EQUIPMENT OR FOR OTHER USE BEFORE COMPLETION OF THE CONTRACT IF, IN THE OPINION THE CONSULTANT, SUCH ENTRY AND OCCUPANCY DOES NOT INTERFERE WITH THE CONTRACTOR IN PERFORMANCE OF THE CONTRACT. 10. SUCH ENTRY SHALL, IN NO WAY, BE CONSIDERED AS AN ACCEPTANCE OF THE WORK. 11. REPORT ANY ERRORS OR INCONSISTENCIES IN GRADES, LINES, LEVELS AND DIMENSIONS TO THE ARCHITECT BEFORE COMMENCING WORK.. 12 "MAKING GOOD" REQUIRES PATCHING OR REPLACING DAMAGED IN A MANNER EQUAL TO THAT SPECIFIED FOR NEW CONSTRUCTION. 13. CONTRACTOR IS TO KEEP THE JOB SITE CLEAN AND ORDERLY, WORK AREAS ARE TO BE FREE OF ALL RUBBISH AND SURPLUS MATERIAL AT ALL TIMES.. ROUGH CARPENTRY 1. INSTALL FURRING AND BLOCKING AS REQUIRED TO SUPPORT FINISHES, CABINETS AND FIXTURES. 2. PROVIDE WOOD CONTINUOUS BLOCKING BEHIND WOOD TRIM ON CEILINGS AND WALLS AND TO SUPPOR i EQUIPMENT AND FIXTURES. . 3. PROVIDE ALL BLOCKING AS REQUIRED BY THE WORK. 4. ALL LUMBER AND PLYWOOD SHALL BE IDENTIFIED BY GRADE, STAMPED BY AN APPROVED AGENCY AS LISTED IN THE LOCAL BUILDING CODE. 5. PROVIDE CUTOUTS FOR PLUMBING FIXTURES, INSERTS, APPLIANCES, OUTLET BOXES AND OTHER FIXTURES. C IVIErAL FURRING/GYPSUM DR ALL 1. STEEL STUDS; TO ASTM C 1002 MINIMUM 26 GAUGE C90 GALVANIZED SHEET WITH HOLES OR KNOCK OUTS FOR SERVICES. 2. PLACE STUDS VERTICALLY AT 24" O.C. AND NOT MORE THAN 2" FROM ABBUTING WALLS AND AT EACH SIDE OF OPENING AND CORNERS. CROSS BRACE STEEL STUDS AS REQUIRED TO PROVIDE RIGID INSTALLATION TO MANUFACTURER'S INSTRUCTION. 3. APPLY SINGLE LAYER GYPSUM BOARD TO METAL FURRING OR FRAMING USING SCREW FASTENERS. MAXIMUM SPACING OF FASTENERS IS 12" O.C. 4. EXTEND PANELS TO UNDERSIDE OF WOOD JOIST UNLESS OTHERWISE NOTED. MAINTAIN ALL WALL BOARD PANELS 1/2" ABOVE FLOOR TO PREVENT MOISTURE TRANSFER. 5. FILL SCREW HEAD DEPRESSIONS AND JOINTS WITH TAPING/JOINT COMPOUND TO BRING FLUSH WITH ADJACENT SURFACE OF GYPSUM BOARD SO AS TO BE INVISIBLE AFTER PAINTING IS COMPLETED. ACOUSTIC TILE CEILINGS RECORD COPY 1. LAYOUT SYSTEM ACCORDING TO CEILING PLAN. INSTALL WALL MOULDING TO PROVIDE CORRECT CEILING HEIGHT. FINISH CEILING TO BE LEVEL WITHIN 1:1200. 2. SUPPORT SUSPENSION SYSTEM MAIN RUNNERS 4'-0" O.C. MAXIMUM WITH HANGER WIRE FROM STRUCTURE ABOVE. COMPLETE ASSEMBLY TO SUPPORT SUPERIMPOSED LOADS, SUCH AS LIGHT FIXTURES AND DIFFUSERS. 3• SUPPORT LIGHT FIXTURES WITH SUPPLEMENTAL HANGERS WITHIN 6" OF EACH CORNER AND AT MAXIMUM 24" AROUND PERIMETER OF FIXTURE. INTERLOCK CROSS MEMBER TO MAIN RUNNERS TO PROVIDE RIGID ASSEMBLY. 4. INSTALL SUSPENSION SYSTEM TO MANUFACTURERS INSTRUCTIONS. INSTALL ACOUSTIC UNITS PARALLEL TO BUILDING LINES WITH EDGE UNIT NOT LESS THAN 50%4 OF UNIT WIDTH AND AS SHOWN ON CEILING PLAN. 5. INSTALL FLUSH EDGE MOULDING AT JUNCTION OF ACOUSTIC UNIT CEILING WITH OTHER MATERIALS AROUND ENTIRE LENGTH OF JOINT. SECURE TO CONSTRUCTION . BUT JOINTS NEATLY, SQUARE AND TRUE IN ALIGNMENT. REPLACE ANY "T" THAT HAVE BEEN TWISTED, DENTED OR SCRATCHED. E PAI NG 1. MAINTAIN ADEQUATE FLOOR AND WALL COVERINGS IN DESIGNATED AREAS AND MAKE GOOD PAINTERS DAMAGE, PROTECT ADJACENT WORK AND MATERIALS WITH MASKING AND COVERS, REMOVE ELECTRICAL PLATES, SURFACE HARDWARE ETC. BEFORE PAINTING. STORE THESE ITEMS AND REPLACE WHEN WORK IN THE AREA IS COMPLETE. 2. SUPPLY TO OWNER ONE SEALED 1/2 GALLON CAN OF EACH COLOR AND TYPE OF PAINT USED. 3. PREPARED WOOD SURFACES TO CGSB 85 -GP -1M. USE VINYL SEAL OVER KNOTS AND RESINOUS AREA. PREPARE DRYWALL SURFACES TO ASTM C 36. FILL MINOR CRACKS WITH PLASTER PATCHING COMPOUND. SAND AND DUST BETWEEN EACH COAT TO REMOVE VISIBLE DEFECTS. 4. METHOD OF PAINT APPLICATION SHOULD BE GENERALLY BY BRUSH OR ROLLER, THE USE OF SPAY IS PERMITTED IF SPECIFIED BY MANUFACTURER. 5. APPLY EACH COAT AT THE PROPER CONSISTENCY IN ACCORDANCE WITH THE MANUFACTURERS DIRECTIONS. DO NOT APPLY FINISHES ON SURFACES WHICH ARE NOT SUFFICIENTLY DRY. . TOP AND BOTTOM EDGES OF ALL DOORS SHALL BE FINISHED THE SAME AS THE FACE OF THE DOOR. INTERIOR WOODWORK WHICH IS TO RECEIVE A PAINT FINISH TO BE BACKPRIMED WITH ENAMEL UNDERCOATER PAINT. 7. APPLY COAT TO EXISTING CONCRETE FLOORS IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS. 8. UPON COMPLETION, REMOVE ALL PAINT WHICH HAS SPILLED, SPLASHED OR SPATTERED ON FLOORS, GLASS METAL OR ANY OTHER WORK AND MAKE GOOD. F GENERAL ELECTRICAL REOUI S 1. AL WORK SHALL BE DONE ACCORDING TO THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION. APPLY, OBTAIN AND PAY FOR ALL PERMITS, FEES. 2. CONNECTIONS, INSPECTIONS, LICENSES, CERTIFICATES OR CHANGES NECESSARY TO COMPLETE THE WORK SPECIFIED, REPORT TO CONSULTANT ANY CHANGES REQUESTED BY THE AUTHORTIES. PERFORM ANY CHANGES THAT DO NOT REQUIRE EXTRA MATERIALS WITHOUT COST TO THE OWNER. PROVIDE ANY ADDITIONAL DOCUMENTATION REQUESTED BY THE AUTHORITIES. FURNISH FINAL CERTIFICATE OF ACCEPTANCE FROM THE CITY OF ORLANDO BUILDING DEPARTMENT. PEP R. 5A111EQRD BI DING DIVISION PERMIT ISSUED SHALL. BE CONSTRUED TO BE A 6A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET b ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, J\,QING m CONSTRUCTION OR VIOLATIONS OF THIS CODE PEP R. s .� r M Z K C. - CN Ia Ln Z = a aD s .� r