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13-1361-002WOOD CASING 1/2" GYPSUM BOARD (SEE WALL TYP) 2%4" WOOD STUD WOOD DOOR (REFER TO SCHDL.) STEEL STUDS J \--WOOD JAMB W/ WOOD 16" O.C. DOOR STOP �(1) 2"x4" WOOD STUD INT. POOP JAW nML SCALE - N.T.S. 5/a" SMOOTH STUCCO DRYWALL OVER 1"X2" P.T. FURRING STRIPS O 16" O.C. k SPRAYED CELLULOSE (R-4.1). a" CONC. BLOCK EDGE OF WALL 1" X 6" BASE (WOOD MOLDINGS TO BE PAINTED) 1" X 3" PT. WOC QUARTER ROUN : F FIN. SCHDL.) GENERAL NOTES 1. ALL WORK IS TO BE DONE IN ACCORDANCE WITH THE 8• IF ANY CHANGES AND/OR DEVIATIONS ARE MADE TO THESE FLORIDA BUILDING CODE -EDITION 2007 AND ALL REGULATORY PLANS WITHOUT THE WRITTEN AUTHORIZATION OF THE ARCHITECT. LOCAL AND GOVERNMENTAL CODES. THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR SUCH CHANGES AND/OR DEVIATIONS. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE 9. IF DURING THE COURSE OF CONSTRUCTION ANY DEVIATIONS ARE DISCOVERED BEFORE PROCEEDING WITH THE WORK, MADE AT THE FIELD, AGAIN, THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR SUCH CHANGES AND DEVIATIONS. 3. CONTRACTOR TO AQUIRE ALL REQUIRED PERMITS FOR THE CONSTRUCTION AND SUBSEQUENT OCCUPANCY OF THE PROJECT. 10. ALL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT 4, ALL WORK DONE UNDER THE SUPERVISION OF THE CONTRACTOR FOR DESIGN CONFORMANCE ONLY. SHALL BE DONE IN A NEAT AND WORKMAN -LIKE MANNER AND IN ACCORDANCE WITH ALL GOVERNING AGENCIES, RULES AND 11. SUBSTITUTIONS MUST BE REVIEWED AND APPROVED BY THE REGULATIONS HAVING JURISDICTION. ARCHITECT OR ENGINEERS. 5. CONTRACTOR TO PROVIDE ALL SUPPLEMENTARY MATERIALS 12. CONTRACTOR OR SUB -CONTRACTOR SHALL BE RESPONSIBLE REQUIRED TO INSTALL, SUPPORT, BRACE AND SHORE ALL FOR CLEANING HIS OPERATION AND ANY DAMAGE TO HIS WORK BUILDING COMPONENTS. WHILE PROJECT IS UNDER CONSTRUCTION. 6. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL VERIFY 13. ALL DESIGNS AND DRAWINGS HEREIN AND PRINTS ISSUED BY THE LOCATION OF ALL EQUIPMENT AND UTILITIES TO BE THE ARCHITECT ARE THE PROPERTY OF THE ARCHITECT AND REMOVED. REMOVALS SHALL BE COORDINATED WITH THE SHALL NOT BE REUSED ON ANY OTHER LOCATION EXCEPT OWNER AND ALL BUILDING AUTHORITIES HAVING JURISDICTION. WHERE THE ONE FOR WHICH THEY WERE EXPRESSLY DESIGNED IF THESE DRAWINGS OR ANY PART THERE OF IS REPRODUCED 7, CONTRACTOR SHALL PROVIDE THE ARCHITECT WITH RED -LINED WITHOUT THE CONSENT OF THE ARCHITECT, THE PERSON SO AS -BUILT DRAWINGS FOR ANY AND ALL FIELD CHANGES AND/OR DOING WILL BE INDEBTED TO ARCHITECT FOR HIS FULL ADDITIONS TO THE WORK INCLUDING IN THE DRAWINGS. COMMISSION, EXISTIWO 0PCNIN6 9 OK E JOINT . r REINF., LADDER AT EVERY SECOND JL__ NEW b" CK GGU[SE. � WALL � II II 22 6AC7E x F" GOIVVJCyATE DOVETAIL ANCHORS EVERY SECOND CGLRSE CONNECT EM,H ANOI 0M TO EXISriNO WALL WITH (2) 3/Ib" x 2" TAPCONS BLOCK UP EXIST. OPENING DETAIL WOOD BASE DETAIL SCALE — N.T.S. NTS DOrTOM OF EXIST. DEMO DRILL 3/4" HCLES / x5" DEEP AND FILL WITH EPDXY PASTE �i TYPICAL EACH PAR. .. I 1-#5 DOJVEL x 1 S-d LONe, I IN OLOCK CELL FILLED WITH 3000 PSI PUMP MIX LEAVE ONE FACE OF MOCK OPEN. 1-#5 DON L x V-a, L" TOP OF EXI6rIN6 SILL. I-/FD DOWN_ x V-0, LONG XIST TRUSS 3/4" MIN, GAP BETWEEN FRAME k TRUSS. NEW 1/2" DRYWALL CEILING W/ 1"x 3" FURRING 16" O.C. 1 5/E"X 3 5/8" MTL. ST. FRAME PARTITION 24" O/C W/ 1 2" GYPSUM BOARD EACH SIDE W/ TYPE "S" DRYWALL SCREW I" O.C. @ PERIM. 12" 0 FIELD 1"X6" WD. BLOCKING 30" A.F.F F R REINFORCEMENT TO SUPPORT PLUMBING FIXT. 3 5/8" METAL TRACK FASTENED TO FLOOR 24" 0/C WITH #12 x 3" TAPCONS. SCREWS OR W/POWER DRIVEN PINS 1 1 /4" L. EXIST. FLOOR LOOR FIN. (WD. OR TILE) NOTE: USE "DUROC" OR SIMILAR m TILE INSTALATIONS TYP . PARTITION 5xn - N,r,s, FIELD COORDINATION NOTE EVERY CONTRACTOR SHALL COORDINATE IN FIELD W/ OTHER TRADES PRIOR START OF CONSTRUCTION FOR THE STRUCTURAL BEAM, SLAB, TRUSSES, ARCHITECTURAL DETAILING AS PRE-FAB FORMS, REVELING, CEILINGS, ARCH WITH THE LOCATION OF CEILING OR WALL GRILLES, DUCT WORKS, RETURN GRILLES, LIGHTING FIXTURES, SWITCHES, RECEPTACLES OR ANY OTHER DEVICES. AND TO NOTIFY ARCHITECT/ ENGINEERS IF ANY CONFLICT OCCUR PRIOR ITS INSTALATION, NO ADDITIONAL COST TO OWNER CAN BE APPLIED. SITE INVESTIGATION NOTE EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF WORK: THE BIDDER IS REQUIRED, BEFORE SUBMITTING HIS PROPOSAL, TO VISIT THE SITE OF THE PROPOSED WORK AND FAMILIARIZE HIM OR HERSELF WITH THE NATURE AND EXTENT OF THE WORK AND ANY LOCAL CONDITIONS THAT MAY IN ANY MANNER AFFECT THE WORK TO BE DONE AND EQUIPMENT, MATERIALS AND LABOR REQUIRED THEREFORE, SINCE THE WORK INVOLVES NEW AND/OR EXISTING BUILDINGS, SYSTEMS AND FACILITIES, SPECIAL CONSIDERATION SHALL BE GIVEN TO EXAMINATION OF WORKING CONDITIONS, NEW FACILITIES AND ALL BUILDING STRUCTURES FAMILIARIZE TO HIMSELF WITH ALL EXISTING CONDITIONS. SLIGHT VARIATION OF ROUTING AND OR CONSTRUCTIONS SHOULD BE ANTICIPATED BY THIS CONTRACTOR TO AVOID CONFLICTS WITH OTHER TRADES, THESE VARIATIONS ARE EXPRESSLY INCLUDED AS PART OF THE WORK WHENEVER REQUIRED AT NO ADDITIONAL COST TO THE OWNER. IGNORANCE ON THE PART OF THE CONTRACTOR WILL IN NO WAY RELIEVE HIM OF THE OBLIGATIONS AND RESPONSIBILITY ASSUMED UNDER THIS CONTRACT, DOOR SCHEDULE MARK DESCRIPTION I SIZE MATERIAL TY W H T DOOR FRAME 10 HALLOW DOOR 1 2'-4" 6'-8" 1—" WOOD WOOD 0 BI—FOLD 1 2'-4" 6'-8" WOOD WOOD O3 SLIDING DOOR 2 2'--0" 6'-8" 1—€" WOOD WOOD 2 X I FOR 1 2 X 4 AT NOT. CANINET HUNG Pi INTERIOR 3-5/9" 0 11" 0. LEGEND NEW 8" BLOCKED CMU PANEL WOOD BACKING DETAIL NOT TO SCALE WALL LEGEND: © EXISTING .WALLS NEW PART WALLS OPENING 36"XC-E" TO BLOCK UP SEE DETAIL REF NEW MICROWAVE KITCHEN jw= w7\ 1 RL/CIRCULATIONEW CABINETS AND COUNTER TOP QjL DWI o EXIST 70_n" EXIST WINDOW EXIST PORCH W/C ON EXIST POSITION LIVING ROOM NEW N W EXIST SCREEN TERRACE V) EXIST. DINING ROOM NEW PARTI NOTE: IN THE BATHROOM PROV. FLOOR TILE, WALL TILE do WALL BASE FINISH TO COMPLY THE SEC. 1204 FBC. "Shower compartments shall have floors and walls constructed of smooth, corrosion resistant and nonabsorbent water-resistant materials (cement boar) to a height of not less than 70 inches (1778 mm) above the compartment floor at the drain". NOTE : THE SHOWER COMPARTMENT ACCESS AND EGRESS OPENING SHALL HAVE A MINIMUM CLEAR AND UNOBSTRUCTED FINISHED WITH OF 22 INCHES. NOTE 1: ALL THE GLASS OF FRENCH DOOR AND GLASS IN WDWS. ADJACENT TO TUBS do SHOWER COMPARTMENTS MUST BE CAT-11— SAFETY GLAZING TO COMPLY THE SEC. FBC. (2004 ED.) R4410.2.6.2 NOTE 2: IN THE BATHROOM PROV. FLOOR TILE, WALL TILE do WALL BASE FINISH TO COMPLY THE SEC. R 307.2 "Shower compartments shall have floors and walls constructed of smooth, corrosion resistant and nonabsorbent water—resistant "DUROC" materials to a height of not less than 72 inches (304.8 mm) above the compartment floor at the drain". EXIST. METER COM 0 W 200 AMP 1209240 10 PNL M.C.S. EXIST EXIT WINDOW WINDOW 5 — 0 4'-10" SH EXIST BATH NEW BATH WC� av I rn LA NEWLIN � 1O CL EN t? 9'-2" W/D NEW PARTITION cV EXIST Q BEDROOM 4. jr- C L W r1 EXIST WINDOW EXIST WINDOW EXIST BEDROOM EXIST WINDOW d •• €!U Uyl9 W• V � y ., y W � y U Y U 31 ` V • 00 • REVISION LY y • U Y Y • • �, W V y • u Y Y W M y Y W Y W • • <• WW• • • QWY • Uoe•• Y•Y • •Y • Y U • • Y • U Wv Y Wy•�� � ��� RODRIGUEZ PROFESSIONA DESIGN CORP 9351 Fountainebleau Blvd B-204 MIAMI .FL. 33172 PHONE: 305 634 8466 Fax: 305 638 4710 C.A. 27469 Wilbert Rodriguez Professional Engineer P.E. No 65688 X fir : N 5 � of0 % \ J f F :.10 ;SS A O.R 1 . XONAk- EXIST EXIST CL CL Z Lt1 � to w EXIST BEDROOM EXIST V� V WINDOW ."I Z M ._j N ) LLI O Q .__j EXIST < O WINDOW a Z w a PROPOSED PLAN w C_V `O SCALE: 1/4 =1 —0 ?: M < � V Z Z V) City of Sonth M1.1mi Plam.Iing zaeng DATE: 10-31-14 Reviewer I!'�...�. D� tc II "7 .,1 SCALE: AS SHOWN DRAWN: WR/SR JOB: SHEET