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HomeMy WebLinkAboutConstruction PlansGENERAL NOTES 1. CONSTRUCTION SHALL FOLLOW THE 2017 FLORIDA BUILDING CODE 6TH EDITIONAS ADOPTED BY THE GOVERNING BUILDING DEPARTMENT(S) INCLUDING ALL APPLICABLE AMENDMENTS. 2, ALL PLAN VIEW VERTICAL ELEVATION DATUM FOLLOWED BY "A.F.F " IS REFERENCED FROM THE FINISHED FLOOR ELEVATION IN WHICH THE HEIGHT WAS TAKEN FROM. ALL ELEVATION VIEW VERTICAL DATUM FOLLOWED BY "A. F.F." SHALL BE REFERENCED FROM THE 0'-0" FLOOR ELEVATION, IF NOT FOLLOWED BY "A.F.F.", THEN THE VERTICAL ELEVATION IS REFERENCED FROM THE LEVEL IN WHICH THE OBJECT IS PROPOSED TO BE. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ROUGH OPENINGS PRIOR TO CONSTRUCTION. USE FIGURED DIMENSIONS ONLY. DO NOT SCALE DRAWINGS. 4, ALL STRUCTURAL NOTES ON THE STRUCTURAL SHEETS SHALL SUPERSEDE ARCHITECTURAL GENERAL NOTES WHENEVER THEY ARE 1N CONFLICT I T WITH EACH OTHER. 5, THE BUILDER/SUB-CONTRACTOR SHALL REQUEST DETAILS FROM THE MANUFACTURER/DESIGNER WHENEVER UNCERTAIN ABOUT METHODS OF INSTALLATION OF STRUCTURAUCOSMETIC DETAILS REQUIRED TO BUILD THE PROPOSED CONSTRUCTION DOCUMENTS. LACK OF DETAILS NOT REQUESTED FROM THE MANUFACTURER/DESIGNER AND RESULTING IN THE IMPROPER INSTALLATION OF THE PROPOSED ELEMENT SHALL BE THE RESPONSIBILITY OF THE BUILDER TO CORRECT THE MISTAKE AT NO ADDITIONAL CHANGE TO THE OWNER. 6. ALL SECTIONS, DETAILS, AND NOTES SHOWN ON THESE DRAWINGS ARE INTENDED TO TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS UNLESS OTHERWISE NOTED. 7 ALL WORK SHALL BE ALIGNED AND POSITIONED IN ACCORDANCE WITH PLAN DIMENSIONS WITH ALL SCALE DIMENSIONS BEING VERIFIED PRIOR TO USE. 8. BUILDER SHALL REPORT ALL IRREGULARITIES AND DISCREPANCIES TO THE DESIGNER BEFORE PROCEEDING WITH WORK. 9, BUILDER SHALL COORDINATE ALL THE WORK OF ALL THE TRADES WHICH SHOULD BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, STANDARDS, OR RESTRICTIONS, WHETHER INDICATED ON PLANS OR NOT. 10. THE BUILDER SHALL PROVIDE PROOF OF LIABILITY INSURANCE AND VERIFY APPROVAL WITH OWNER 11. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE FLORIDA MODEL ENERGY CODE, CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING ENERGY CODE AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THE CODE WHICH MAY NOT BE SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES. 12, THE BUILDER RESERVES THE RIGHT TO SUBSTITUTE ITEMS WHICH THEY BELIEVE TO BE EQUAL OR BETTER THAN ITEMS SPECIFIED ON THESE DRAWINGS OR SPECS WITH APPROVAL FROM THE OWNER. ITEMS WHICH, WHEN SUBSTITUTED, REQUIRE APPROVAL OF THE BUILDING OFFICIAL, WILL BE SUBMITTED TO THE BUILDING DEPARTMENT. 13. ALL SPECIFICATIONS SHALL BE APPROVED BY THE OWNERS AND PREPARED BY OTHERS. SPECIFICATIONS ARE NOT INCLUDED IN THESE DOCUMENT UNLESS NOTED OTHERWISE, 14, THE BUILDER SHA LL BE TOTALLY RESPONSIBLE FOR ALL MEANS, COORDINATION AND METHODS OF CONSTRUCTION WITH ALL TRADES. THEREFORE THE DESIGNER WILL NOT BE PROVIDING ARCHITECTURAL OR CONSTRUCTION INSPECTION SERVICES, THE OWNER AND BUILDER SHALL BE RESPONSIBLE FOR THE QUALITY OF WORKMANSHIP AND FINAL MATERIAL SELECTION. SELECTION OF ALL FINISHES, FIXTURES, HARDWARE, TRIM, ETC. SHALL BE COORDINATED BY THE OWNER AND BUILDER. A CONSULTANT CAN BE HIRED FOR THE ABOVE MENTIONED SERVICES AS AN EXTRA FEE OVER ANY BEYOND WHAT WAS ORIGINALLY AGREED TO PRODUCE THESE PLANS: 15. BUILDER IS RESPONSIBLE FOR ADEQUATE BRACING, BRIDGING, AND SHORING OF STRUCTURAL AND NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. I & ALL BLOCKING, NAILERS, FLASHING OR OTHER REQUIRED FRAMING, FINISHING AND WEATHER PROOFING MATERIALS NOT SPECIFIED ON PLANS SHALL BE INSTALLED WHERE APPLICABLE, 17, ALL GLAZING/GLASS BLOCK SHALL BE INSTALLED TO WITHSTAND 170 MPH ULTIMATE WIND SPEED AND 132 MPH NOMINAL WIND SPEED PER APPLICABLE CODES, 18, ALL GLAZING AND GLASS BLOCK SHALL BE SHUTTERED. SHUTTERS SHALL BE CUSTOM FIT TO EVERY WINDOW OR DOOR TO SIMILARLY MATCH STYLE OF OPENING. OMIT SHUTTERS AT ALL LOCATIONS TO RECEIVE IMPACT GLAZING, 19, ALL EXTERIOR DOORS AND WINDOWS SHALL COMPLY WITH THE LOCAL GOVERNING BUILDING SECURITY CODE ORDINANCE AS LAST AMENDED. 20. ALL DIMENSIONS; WINDOW AND DOOR OPENINGS ARE NOMINAL. DIMENSIONS SHALL BE VERIFIED WITH SUPPLIER 21, ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE FLORIDA STATE ENERGY CODE SECTION 502.4. AND SHOWING THE MAXIMUM POSITIVE AND NEGATIVE WIND PRESSURE ALLOWED PER UNIT. 22. SUBMIT MINIMUM THREE (3) COPIES OF SHOP DRAWINGS AS REQUIRED BELOW, 23. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWINGS TO THE BUILDER. 24 ALL STUCCO, METAL LATH, AND DRYWALL WORK SHALL MAINTAIN THE STANDARDS AS OUTLINED IN THE U.S, GYPSUM CONSTRUCTION HANDBOOK; ESPECIALLY IN REGARDS TO ACCESSORY PRODUCTS, SUCH AS BUT NOT LIMITED TO: CONTROL AND EXPANSION JOINTS. 25. ALL GYPSUM BOARD WALLS AND CEILINGS SHALL BE TRUE AND LEVEL WITH NO VISIBLE SEAMS OR IMPERFECTIONS, FURR OUT AS REQUIRED AND CONSTRUCT RATED WALLS AS SHOWN ON DWG'S. 26.. ALL WOOD IN CONTACT WITH MASONRY, CONCRETE, OR STEEL SHALL BE AN APPROVED PRESSURE TREATED WOOD (BORATE), OR PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CEMENTITIOUS MATERIAL AND THE WOOD AS REQUIRED PER APPLICABLE CODE. ABBREVIATIONS A.F.F. ABOVE FINISHED FLOOR MISC. MISCELLANEOUS ALUM ALUMINUM MILD. MOLDING ANOD ANODIZED M.O. MASONRY OPENING BD. BOARD M.T. METAL THRESHOLD B.O'.B BOTTOM OF BEAM MTD. MOUNTED CAB. CABINET MTL METAL CLG. CEILING MUL MULLION CLO. CLOSET NIC NOT IN CONTRACT CUR. - CLEAR N.I.S. NOT IS SET CMU. CONCRETE MASONRY UNIT N.T.S. NOT TO SCALE COL' COLUMN O.C. ON CENTER CONC. CONCRETE OPNG. OPENING CONT. CONTINUOUS OPT. OPTIONAL CT CERAMIC TILE PL PLATE DBL. DOUBLE PLYWD, PLYWOOD DN.:. DOWN PNL PANEL DR. - DOOR P.O.S. POINT OF SALE DTL. DETAIL PR. PAIR DWG. DRAWING PREP, PREPARATION DWR. DRAWER PTD PAINTED EA. EACH ' RA R/A RETURN AIR r EL. ELEVATION RAD. RADIUS ELEC. ELECTRICAL REF, REFERENCE ELEV. : ELEVATION RECEPT. RECEPTACLE EQ EQUAL REINF. REINFORCED (ING) EQUIP. EQUIPMENT REQ'D. REQUIRED EXIST. EXISTING RM. ROOM EXT. EXTERIOR R.O. ROUGH OPENING FID FLOOR DRAIN S.C. SOLID CORE FE. FIRE EXTINGUISHER SCHEID SCHEDULE FIN. FINISH SIM, SIMILAR FUR. FLOOR STD: STANDARD F.V. FIELD VERIFY STL. STEEL GA. GAUGE STRUCT. STRUCTURAL GALV. GALVANIZED SUSR SUSPENDED GC BUILDER T.B.D. TO BE DETERMINED GL GLASS TEMP. TEMPERED GYP. BD, GYPSUM BOARD TYP. TYPICAL G.W.B. GYPSUM WALL BOARD U.N.O. UNLESS NOTED OTHERWISE I.M. ICE MAKER U.O.N. UNLESS OTHERWISE NOTED INT INTERIOR ' VCT VINYL COMPOSITION TILE HC. HANDICAP ACCESSIBLE VERT VERTICAL H.C.HOLLOW CORE VLOJ. VERIFY LOCATION ON JOB <. - H M, HOLLOW METAL VTO VENT TO OUTSIDE W/ WITH HT, HEIGHT W/O WITHOUT LAV LAVATORY W C WATER CLOSET LOC LOCATION WD WOOD MANUF MANUFACTURED W H WATER HEATER MAX. MAXIMUM MECH. MECHANICAL WIN WINDOW MIN MINIMUM WT. WEIGHT WWF WELDED WIRE FABRIC GENERAL DEMOLITION NOTES 1 . TYPES OF DEMOLITION WORK: DEMOLITION INCLUDES BUT IS NOT LIMITED TO SELECTIVE REMOVAL AND SUBSEQUENT DISPOSAL OF THE FOLLOWING: A. REMOVAL OF INDICATED WINDOWS, BUCK, & FINISHES B. REMOVAL OF INDICATED DOORS, FRAME, BUCK, & FINISHES 2 COORDINATE DEMOLITION WITH ALL TRADES TO ASSURE COMPLETE REMOVAL OF ITEMS TO BE DEMOLISHED AND COMPLETE PROTECTION O AREAS NOT IN DEMOLITION, 3. PRIOR TO COMMENCEMENT OF DEMOLITION WORK, INSPECT AREAS IN WHICH WORK IS TO BE PE RFORMED. 4. REFER TO REQUIREMENTS OF STRUCTURAL DOCUMENTS PRIOR TO COMMENCEMENT OF ANY WORK. (TYPICAL) 5. REFER TO STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR COORDINATION OF ADDITIONAL NOTES AND REQUIREMENTS. 6. PERFORM DEMOLITION WORK IN A SYSTEMATIC MANNER IN ACCORDANCE WITH GOVERNING REGULATIONS AND APPROVED CONSTRUCTION SCHEDULE. 7. PROTECTIONS: PROVIDE TEMPORARY BARRICADES, WARNING LIGHTS, SIGNS, BRACING. SHORING, TEMPORARY CONSTRUCTION PARTITIONS AND OTHER SAFEGUARDS TO PROTECT OWNER'S PERSONNEL AND GENERAL PUBLIC FROM INJURY DUE TO DEMOLITION WORK. 8, PROTECT FROM DAMAGE EXISTING FINISH WORK THAT IS TO REMAIN IN PLACE AND BECOMES EXPOSED DURING DEMOLITION OPERATIONS. 9. UTILITY AND LIFE SAFETY SERVICES: MAINTAIN AND KEEP IN SERVICE EXISTING UTILITIES AND LIFE SAFETY SYS TEMS TO FACILITY AND PROTECT AGAINST DAMAGE DURING DEMOLITION OPERATIONS. 10. OWNER WILL BE CONTINUOUSLY OCCUPYING FACILITIES ADJACENT TO AREAS OF SELECTIVE DEMOLITION WORK. CONDUCT SELECTIVE DEMOLITION WORK IN A MANNER THAT WILL MINIMIZE NEED FOR DISRUPTION OF OWNER'S NORMAL OPERATIONS. 11. CAREFULLY REMOVE, CLEAN, AND DELIVER TO OWNER EXISTING SALVAGEABLE MATERIALS, FIXTURES, DEVICES AND OTHER EQUIPMENT NOT RE -USED IN THE NEW CONSTRUCTION, 12. REMOVE DEBRIS RUBB ISH AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS WHICH THE OWNER DOES NOT WISH TO SALVAGE FROM BUILDING SITE. TRANSPORT AND LEGALLY DISPOSE OF MATERIALS OFF SITE. 13. CONTRACTOR IN COOPERATION WITH OWNER, WILL SHUTOFF UTILITIES SERVING AREA OF CONSTRUCTION. 14. CONTRACTOR WILL DISCONNECT AND SEAL UTILITIES SERVING AREAS TO BE DEMOLISHED, PRIOR TO START OF DEMOLITION WORK WITHOUT INTERRUPTION TO OWNER'S OPERATIONS. 15. IF UNANTICIPATED MECHANICAL, ELECTRICAL, OR STRUCTURAL ELEMENTS WHICH CONFLICT WITH THE INTENDED FUNCTION OR DESIGN ARE ENCOUNTERED, INVESTIGATE AND MEASURE BOTH NATURE AND EXTENT OF THE CONFLICT AND NOTIFY THE ARCHITECT OR RESPECTIVE ENGINEER FOR DIRECTIVE. WALL LEGEND -- ---� THICK DASHED LINES DENOTE EXISTING OBJECT TO BE REMOVED - - - - - - - - THIN DASHED LINES DENOTE WALL, HEADER, OR OBJECT ABOVE EXISTING AREA, WALL, OR PARTITION TO REMAIN, FIELD VERIFY CONSTRUCTION. EXISTING TENANT SEPERATION FIRE WALL. DO NOT PENETRATE. DEMOLITION NOTES A. "FLOORING" DENOTES FLOOR COVERING MATERIALS„ INCLUDING BACKING, ADHESIVES, DOWN TO, BUT EXCLUSIVE OF FLOOR SLAB, STRUCTURAL SLABS AND STRUCTURAL MATERIALS, UNLESS NOTED OTHERWISE B. "CEILING" DENOTES CEILING MATERIAL INCLUDING SUSPENSION SYSTEM COMPONENTS, HANGER, WIRE, CHANNELS, ADHESIVE RESIDUALS, MOLDINGS, UP TO BUT EXCLUSIVE OF STRUCTURAL MATERIALS. C. WALLS TO BE REMOVED SHALL BE REMOVED TO SUBFLOORING. PATCH WITH NEW FLOOR SIMILAR TO EXISTING FLOORING. (VERIFY WITH OWNER) D. WHEN OPENINGS ARE !,CUT INTO AN EXISTING WALL, THE OPENING SHALL BE A MINIMUM OF 6' WICIER THAN THE FINISHED OPENING REQUIRED TO ALLOW FOR DEL. JACK SS DS ON EACH SIDE OF OPENING AND (2) 2X8 HEADER; WHERE APPLK LE. E. AFTER DEMOLITION O�MATERIAL THE RESULTING EXPOSED SURFACE SHALI. BE PATCHED, SMOOTHEQAND MATCHED FLUSH WITH EXISTING CONDITIONS. F. MECHANICAL AND ELBOTRICAL ITEMS THAT ARE CAPPED AND ABANDONED BEHIND FILL FINISHES SHALL BE TOTALLY CONCEALED. G. SEE PLANS FOR FOR ADDITIONAL DEMOLITION NOTES. H. MATERIALS FROM DEMOLITION SHALL BE LEGALLY DISPOSED OF OFF SITE, UNLESS DIRECTED OTHERWISE BY OWNER. SPECIFIC DEMOLITION NOTES 1,. REMOVE ALL ABANDONED WIRING, J-BOXES, SWITCHES AND RECEPTACLES. 2, COORDINATE WITH OWNER ALL DEMOLITION WORK, INCLUDING ITEMS TO BE SALVAGED. 3. THE REMOVAL OF ANY EXISTING FLOORING SHALL BE COORDINATED W/ OWNER. t t DEMOLITION LEGEND _ DASHED LINES DENOTE EXISTING i-------- WALL,PARTITION, DOOR, WINDOW, OR OBJECT TO BE REMOVED, U.O.N. CONTINUOUS LINES TYPICALLY DENOTE EXISTING TO REMAIN EXISTING WALL, PARTITION, OR AREA TO REMAIN. SCOPE OF WORK REMOVE INDICATED EXISTING WINDOWS, DOORS, BUCKING, AND FINISHES DOWN TO CLEAN MASONRY. INSTALL NEW P.T. BUCK, NEW WINDOWS, SILLS, DOORS, AND A.D.A. COMPLIANT THRESHOLDS. PATCH/REPAIR PAINT G.W.B. STUCCO TO MATCH EXISTING. ® a a a Existing Covered Parking REMOVE EXISTING DOOR # FRAME AS REQV. PREPARE OPENING FOR REPLACEMENT DOOR # FRAME (TYP.) m EXIST STEP TYPICALLY DENOTES EXI5T'G EXI5TIN G EXTERIOR CMU WALL TO REMAIN. . EXIST INDEX TO DRAWINGS ARCHITECTURAL A-1 DEMOLITION PLAN A-2 PROPOSED FLOOR PLAN A-3 EXTERIOR ELEVATIONS CLASSIFICATION OF WORK AS PER 2017 FLORIDA BUILDING CODE EXISTING ALTERATION LEVEL 1: SECTION 503 1,) 503. 1 - LEVEL I ALTERATIONS INCLUDE THE REMOVAL AND REPLACEMENT OF EXISTING MATERIALS, ELEMENT5, EQUIPMENT, OR FIXTURES WITH NEW ELEMENT THAT SERVES THE SAME PURPOSE. 2.) THE "PRESCRIPTIVE COMPLIANCE METHOD" PER SECTION 404 (REPAIRS), 15 APPLICABLE FOR BUILDINGS AND STRUCTURES, AND PARTS THEREOF, THAT SHALL BE. REPAIRED IN COMPLIANCE WITH SECTIONS 401.2 AND 404. WORK ON NONDAMAGED COMPONENTS THAT IS NECESSARY FOR THE REQUIRED REPAIR OF DAMAG ED COMPON ENTS SHALL BE CONSIDERED PART OFTHE-REPAIR AND SHALL NOT BE SUB JECT TO. THE REQUIREM ENTS FO P ALTERATIONS IN CHAPTER 4. ROUTINE MAINTENANCE REQUIRED BY SECTION 401.2, ORDINARY REPAIRS EXEMPT FROM PERMIT IN ACCORDANCE WITH SECTION 105.2.2 OF THE FLORIDA BUILDING CODE, BUILDING, AND ABATEMENT Of WEAR DUE TO NORMAL SERVICE CONDITIONS SHALL NOT. BE SUBJECT TO THE REQUIREMENTS FOR REPAIRS IN SECTION 404. ARCHITECTURE INC. ARCHITECTURE • PLANNING • INTERIOR DESIGN • AA-26001673 ExistingCovered519 CLEMATIS ST, SUITE 914 - WEST PALM. BEACH FL 33401 .Entrance. TEL 561_653 8 REMOVE EXIST. WINDOW.# BUCK 280 FAX. 561 653 8279 REMOVE EXISTING DOOR #FRAME __ E AS REQU. PREPARE OPENING FOR WWW.YATESARCHITECTURE:COM AS REQD..PREPARE OPENING FOR F\ .--I YATES _ ASSOCIATES o REPLACEMENT BUCK # WINDOW (TYP) EMAIL: KELLY@YATESARCHITECTUREICOM STEP / REPLACEMENT DOOR #FRAME (TYP.) 1 \ / 1 z= -_ E --- RE EXIST. WINDOW* BUCK EXIST AS KEQ'D. PREPARE OPENING FOR DATE FEBRUARY 20 .2020 �F\ REMOVE EXISTING A/C WALL UNIT AND �y /�I REPLACEMENT BUCK # WINDOW (lYP)STEP II I FINISHES AS REO'D. PREPARE OPENING x\ JOB NO: 20-0204 �� N FOR NEW WINDOW ASSEMBLY FYF) I UTILITY DESIGN BY: D.M.W. REMOVE EXIST. WINDOW # BUCK p '. RAWN BY. DMWCAD@GMAIL.COM AS REQ'D. PREPARE OPENING FOR EXIST REMOVE EXIST. WINDOW #BUCK - REPLACEMENT BUCK # WINDOW (TYP) APPROVED: K.D.Y.. STEP I AS REQ'D. PREPARE OPENING FOR REVISIONS REPLACEMENT BUCK #WINDOW (TYP) i Ili III REMOVE EXIST. WINDOWS BUCK AS REMOVE EXISTING DOOR # FRAME --I II LACD. PREPARE OPENING FOR I REPLACEMENT BUCK #WINDOW (11'P) Existing Assembly Area AS REGD. PREPARE OPENING FOR � / Existing REPLACEMENT DOOR # FRAME (TYP.) �. Covered II �� 5 'EP __Entrance REMOVE EXIST.. WINDOW # BUCK AS REQ'D. PREPARE OPENING FOR TYPICALLY DENOTES l J yy REPLACEMENT BUCK # WINDOW (TYP) EXISTING EXTERIOR YI REMOVE EXIST. WINDOW 8 BUCK 'III 1d1 AS REQ'D. PREPARE OPENING FOR Ilq REPLACEMENT BUCK # WINDOW (TYP)1 I III Existing �. Existing Assembly Area Breezeway _. DIJi I III III REMOVE'. EXIST. WINDOW # BUCK III AS READ. PREPARE OPENING FOR. ,III III REPLACEMENT BUCK * WINDOW (TYP) I I I III III III` REMOVE. EXIST. WINDOW, A/C UNIT, BUCK, # FINISHES AS READ. PREPARE OPENING I� FOR REPLACEMENT BUCK # WINDOW (TYP) i\xII TYPICALLY DENOTES EXISTING EXTERIOR- CMU WALL TO REMAIN. I III REMOVE EXIST. WINDOW # BUCK �I AS REQ'D. PREPARE OPENING FOR II RE PLACEMENT. BUCK # WINDOW (TYP) DEMOLITION PLAN EXISTING MASONRY VERIFY FASTING JAMBS WALL TO REMAIN ARE POURED SOLID CI- _- _-_T-I-T_ _ - -_-_ REMOVE EXIST. WINDOW # BUCK _ AS REQ'D.PREPARE OPENING FOR REPLACEMENT WALL TO REMAIN1=7 O Cie BUCK # WINDOW (TYP) L L O w 00 - I EXIST Fly Q M: - STEP _ Q _ - .4 .,, ; - ,.,. REMOVE EXIST. WINDOW E BU AS RDID. ENING fop - REPLACEM NT BUCPAREK 4 WINDO C- OW_JJ Cl� Q W REMOVE EXISTING WINDOW # BUCKING AS REQ'D. PREPARE OPENING POP NEW BUCK AND WINDOW ASSEMBLY. WINDOW DEMOLITION PLAN SCALE; 3/4"=1'-0" ALTERATIONS TO EXISTING STRUCTURE NOTES I IT SHOULD BE NOTED THAT ALL OBSERVATIONS AND RECOMMENDATIONS ARE BASED UPON A VISUAL, NONDESTRUCTIVE INSPECTION PROCESS, CONSEQUENTLY, THE RECOMMENDATIONS STATED WITHIN TH15 DRAWING MAY BE MODIFIED BY THE PRESENCE OF HIDDEN DEFECTS. 2. THIS DRAWING IN NO WAY SHOULD BE TAKEN AS AN IMPLIED WARRANTY THAT THERE ARE NOT ADDITIONAL HIDDEN DEFECTS PRESENT THAT WERE NOT ACCESSIBLE OR VISIBLE ATTHETIME OF THE ON -SITE INSPECTION AND WHETHER OR NOT.TH15 STRUCTURE WAS ORIGINALLY CONSTRUCTED IN ACCORDANCE WITH APPLICABLE BUILDING CODES, THE ORIGINAL CONSTRUCTION DOCUMENTS, OR ON SOUND ENGINEERING PRINCIPLES AND PRACTICES. 3. CONTACT THE ARCHITECT IF CONDITIONS CITED ARE IN CONTRADICTION WITH THI5 DRAWING. 4. ARCHITECT RENDERS NO OPINION OF CONCEALED COMPONENTS. II II MAR 0 5 ?.020mST. Lucie County,Permitting I STEPCo \ _ I �-016FpR REMOVE EXISTING DOOR EXISTING CMU WALL TO Q. NCB # FRAME AS. REQ'D. PREP REMAIN. VERIFY JAMBS OPENING FOR NEW UNIT. ARE FULLY GROUTED, CEDE CO G0uNTY DOOR DEMOLITION PLAN s.�.`v eoCc O� SCALE: 3/4"= P=011 O N. O c, I- U �H PERMf I SET 03-04-2020 DATE:03-04-2020 SEAL. r KELLY D. YATES FLORIDA AR 13706 T NO. A-1 OF 3 SHEET Copyright 0 2020 Yates Architecture Inc. BUCK INSTALLATION CHAKT MASONRY TAPCONS WOOD SCREWS MINIMUM OPENING WIDTH OR HEIGHT BRICK TO HEAD AND JAMB FRAME TO BUCK UP TO 8'-C" 1/4" @ 9" O.C. d 3" MAX FROM CORNER5 A5 PEIR DOOR/WINDOW MANUFACTURER OVER 8'-0" TO 10'-0 I/4" @ G" O.C. * 3" MAX FROM CORNERS A5 PEIR DOOR/WINDOW MANUFACTURER OVER 10'-0" TO 1 2'-O" 1/4" @ G" O.C.:B 3" MAX FROM CORNERS A5 PER DOOR/WINDOW MANUFACTURER OVER 1 2'-0" : SPECIALINVESTIGATION NOTE: 1.) PROVIDE TAFCONS 2 1/4".MIN INTO CONCRETE. ' 2.) ALL WOOD IN CONTACT WITH MASONRY SHALL BE PRESSURE TREATED. 3.) CHART DATA SHALL BE USED AS A MINIMUM INSTALLATION GUIDELINE. VERIFY PRODUCT APPROVALS AND USE THE MORE STRINGENT INSTALLATION RECOMMENDATION. NOTE: GYP. BOARD INTERIOR WINDOW OR S.G.D. DOOR FRAME I 0 DOOK SCHEDULE NO. SIZE DOOR TYPE DOOR PANEL FRAME FINISH HARDWARE GROUP REMARKS I. (2) 3'-0 X G'-8" DRA2A80FAIR WD PLANK PANEL ARCH WOOD STAINED I - 2 (2) 2'-8' X 0-8" DRA2A80 PAIR WD PLANK PANEL ARCH °: WOOD STAINED I - 3 (2) 2'-8" X G'-8" DRA2A80 PAIR WD PLANK PANEL ARCH - WOOD STAINED - DOOK NOTES I :1. ALL EXTERIOR DOORS AND FRAMES SHALL BE WOOD WITH A STAIN FINISH. 2. CONTRACTOR TO SUBMIT SHOP DRAWINGS TO ARCHITECT PRIOR TO FABRICATION. 3. ALL OUT SWINGING DOORS SHALL HAVE NON -REMOVABLE HINGE PINS, 4. ALL OUT SWING DOORS FACING EXTERIOR SHALL HAVE A.D.A. COMPLIANT THRESHOLDS, 5. CONTRACTOR SHALL VERIFY ALL MASONRY OPENINGS PRIOR TO FABRICATION. G. ALL EXTERIOR DOORS SHALL BE IMPACT RESISTANT AND RATED AS PER MIAMI ( DADE COUNTY CODE STANDARDS. 17. CONTRACTOR SHALL SUBMIT PRODUCT APPROVALS FROM MANUFACTURER. 18. ALL EXTERIOR DOORS SHALL BE CAULKED W/ CONTINUOUS POLYURETHANE BASED SEALANT ON ALL SIDES. 5. ALL DOORS MUST COMPLY WITH NFPA 101 .5-2. 1 .5. O WINDOW SCHEDULE MARK SIZE CONFIG SIZE TAG '': TYPE TAG TYPE HEAD HEIGHT FRAME FINISH REMARKS (SEE ELEVATIONS) A G'-2" X 4'-3" XOX G040 H5 HORIZONTAL SLIDER. EXISTING WHITE VERIFY SEE PRODUCT APPROVALS FOR INFORMATION B 9-4' X 4'-3" XOX 9040, HS HORIZONTAL SLIDER EXISTING WHITE VERIFY SEE PRODUCT APPROVALS FOR INFORMATION C (2) 0-2" X 4'-3" XOX+XOX (2)GO40 H5 HORIZONTAL SLIDER EXISTING WHITE VERIFY SEE PRODUCT APPROVALS FOR INFORMATION D 3'-2" X 2'- 1" XO 3020 HS HORIZONTAL SLIDER EXISTING WHITE VERIFY SEE PRODUCT APPROVALS FOR INFORMATION E 3'-2" X 5'-1 " XO 3040 H5 HORIZONTAL SLIDER EXISTING WHITE VERIFY SEE PRODUCT APPROVALS FOR INFORMATION F G'-2" X 2'-1" XOX G020 HS HORIZONTAL SLIDER EXISTING - - WHITE VERIFY SEE PRODUCT APPROVALS FOR INFORMATION G 1'-7" X G'-2" X 1 G60 F.G. FIXED GLA55 EXISTING WHITE VERIFY SEE PRODUCT APPROVALS FOR INFORMATION WINDOW NOTES 1. ALL WINDOW FRAMES SHALL BE WHITE PVB OR ALTERNATE APPROVED BY OWNER, 2. ALL WINDOWS SHALL BE IMPACT RESISTANT AND TESTED AS PER MIAMI DADE COUNTY CODE STANDARDS. 3. CONTRACTOR SHALL SUBMIT PRODUCT APPROVALS FROM MANUFACTURER. 4. CONTRACTOR TO SUBMIT SHOP DRAWINGS TO ARCHITECT PRIOR TO FABRICATION. 5. CONTRACTOR SHALL VERIFY ALL MASONRY OPENINGS PRIOR TO FABRICATION. G. ALL WINDOWS SHALL BE CAULKED WITH CONTINUOUS POLYURETHANE BASED SEALANT ON ALL SIDES. 7. ALL WINDOWS SHALL HAVE SEALANT PLACED BETWEEN WINDOW FLANGE * BUCK Al TIME OF WINDOW PLACEMENT. AFTER AFFIXING WINDOW APPLY CONT SEALANT TO JOINT BETWEEN BUCK AND EDGE OF WINDOW FLANGE. SHALL BE COMPLETED SEATED ON I FILLED CELL AT JAMB SEE STRUCT THE BUCK. IN NO INSTANCE SHALL PLANS FOR,REINFORCMENT. Existing THE FRAME OVERHANG BUCK. ANCHOR I x3 P.T. ( I x4 FOR 5.G.D.) Covered TO MASONRY WITH CASEHARDENED Parking .C. NAIL 2 MAXIMUM S 4 O i CMU WALL FINISHED AS PER •- � @ ARCHITECTURAL PLANS. CONTINUOUS Ix4 (MIN.) P.T. WOOD t� BLOCKING ALL SIDES OF OPENING. Zz - O OZ - ANCHOR WINDOW/DOOR FRAME TO BUCK :�O WITH 1 /4"(Ix2-3/4" TAPCONS AT ALL PRE m CONT CAULK DRILLED LOC ATIONS PACING NOT TO PROVIDE ADA EXIST Existing Ing EXCEED 18' O.C. (EMBED 1-1/4 INTO COMPLIANT STEP STRUCTURE) 5EE PRODUCT APPROVALS THRESHOLD Covered FOR ADDITIONAL REQUIREMENTS. Entrance TYPICALLY DENOTES TF'X 57G - - TYPICAL WINDOW BUCK EXIUWALL TO EM o CMU WALL TO REMAIN. E� I -2 S/ ® O Q SCALE, 1-1/2 -1 -0 EX15T — _— - STEP O OD PROVIDE ADA OA UTILITY O O O O COMPLIANT THRESHOLD O CMU WALL FINISHED AS PER ARCHITECTURAL PLANS. EXIST 2x8 P.T. WOOD BUCK ANCHORED STEP FILLED CELL AT JAMB SEE TO MASONRY WITH 114"0 O STRUCTURAL PLANS FOR TAPCONS @ 3" FROM END AND REINFORCNIENT. 6" O.0 STA VIDE 3/4 MINIMU MENT{ SEE ARCHITECTURAL PLANS 3 GYP. BOARD INTERIOR O PROVIDE ADA FOR WATERPROOFING COMPLIANT Existing Assembly Area THRESHOLD 1 Existing MEMBRANE SPECIFICATION. CONTINUOUS Ix4 (MIN.) P.T. WOOD Covered BovLOCKING ALL SIDES OF OPENING. e ed NOTE EXIST _ BELIMPACT RESISTANT. STEP zz - WOOD TRIM Entrance �O ANCHOR DOOR JAMB TO BUCK WITH # 1 O FLATHEAD NON -CO p1R. HINGE. 5EE PRODUCT APPROVALS EX15TI G EXTERIOR CONTINUOUS CAULK WOOD 5CREW5 2" LONG @ E ALS EXISTING EXTERIOR O FOR OTHER REQUIREMENTS. WALL TO REMAIN. 2 TYPICAL DOOR BUCK Existing Assembly Area (D Existing 0 Q A- 2 SCALE: 1-1 /2" =1 '-o" Breezeway NOTE EXIST STEP ALL WINDOWS SHALL : BE IMPACT RESISTANT. - � - -- 7iv EXISTING MASONRY FINISHED WINDOW SIL -AS PER III\.. OD 0 O F WALL TO REMAIN. OWNER OVER EXISTIN POURED O SOLID MASONRY WIN W 51LL. EXISTING MASONRY OPENING NEW WINDOW ASSEMBLY £ EXISTING FILLED CELL (TYF.) F.T. BUCK TO EXISTING CMU tt SCALE: °o °O w PROVIDE P.T. SUCK z z TO CMU AS REO'D ....EXIST STEP \ YZI9 L EXISTING MASONRY OPENING i•�BE W NMI EMS G FILLED CELL J EXISTING M, WALL TO RE O O TYPICALLY DENOTES EXISTING EXTERIOR MU WALL TO REMAIN. O PROPOSED FLOOR PLAN SCALE: 1 / " = P-0 I WALL LEGEND — — — — — — — — THIN DASHED LINES DENOTE WALL, HEADER, OR OBJECT ABOVE EXISTING AREA, WALL, OR PARTITION TO REMAIN. FIELD VERIFY CONSTRUCTION, YATES ASSOCIATES ARCHITECTURE INC. ARCHITECTURE • PLANNING • INTERIOR DESIGN • AA-26001673 319 CLEMATIS ST, SUITE'914 WEST PALM BEACH, FL 33401 TEL: 561-653 8280 FAX: 561 653-8279 WWW.YATESARCHITECTURE.COM DATE: FEBRUARY 20, 2020 JOB NO: - 20-0204 DESIGN BY D.M.W. DRAWN BY: DMWCAD@GMAII.COM APPROVED: K D.Y. REVISIONS: J PErtMrr SET 03-04-2020 DATE: 03-04-2020 SEAL KELLY D.YATES FLORIDA AR 13706 SHEET NO. A�2 OF 3 SHEET o�yrig © 2020Yates Architecture Inc. ras EXISTING BEAM Fi EIGHT (VERIFY) --_ _- PATCH/REPAIR EXISTING EXISTING BEAM _, - =- -- --- --- ----- - STUCCO AS RECI D AT ALL NEW DOORS (TYPICAL) EXISTING BEAM HEIGHT (VERIFY). _ _ : HEIGHT (VERI EXISTING BEAM HEIGHT (VERIFY) - - +43.7 P.S.F. +43.7 P.S.F. T 47 4 P.S.F 47.4 P.S.F +39.7 P.S.F', 43.4 P.S.F. + 4',3.7 4;7.4 -- EXISTING BEAM P.S.F. +43.7 P.S.F. HEIGHT (VERIFY) P.S.F. - 47.4 P.S.F. i� e �e rIe 1Z � r,rs +0' 0" REF. FIN. FLR:. REF. FIN. FLR. PATCH/REPAIR EXISTING STUCCO AS REO'D AT ALL NEW WINDOWS (TYPICAL) PROPOSED FRONT ELEVATION SCALE : I/4" = I' Oil YATES ASSOCIATES ARCHITECTURE INC. ARCHITECTURE 9 PLANNING • INTERIOR DESIGN • AA-26001673 319 CLEMATIS STD SUITE 914 WEST PALM BEACH, FL 33401 TEL: 561 653 8280 FAX: $6I1653-8279 WWW.YATESARCHI�FCTURE.COM EMAIL: KELLY@YATESARCHIfECTURE.COM DATE: FEBRUARY 20, 2020 JOB NO: 20-0204 DESIGN BY: D.M.W. DRAWN BY: DMWCAD@GMAILCOM APPROVED: K.D.Y. I REVISIONS: EXISTING BEAM AM IGHT (VERIFY) '--- . EXISTING BEI AL EXISTING BEAM PATCH/REPAIR EXISTING HEIGHT (VER HEIGHT. (VERIFY) +41.0 P.S.F. +41.0 P.S.F. STUCCO AS REQ'D AT ALL +43.G P 5 F +39.7 P.S.F. +30.7 P.5.F. +39.7 P.S.F. 47.3 P 5 P. - 44.7 P.S.F. 44.7 P.S.F. NEW WINDOWS (TYPICAL) - 43.4 P.S.F. +41 .O P.S.F. - 43.4 P.S.F. - 43.4 P.S.F. - 44.7 P.S.F. aaa'dT+a"rim aire'd a .ererer esn A ° "c`"' AA a ae,. r° %�- e.�,. ae9°sr e e ° vae a a .,ra¢ mA e a ° mrdc�fl°,.a'ere•.,¢e% "' C° °E .8se sac m � .. '' :e a P ^ mm •^.i:8`= ¢� m e : : : w,. a^e: ^mom aa�a.'red�"�ea�ea �„ae�'ere° r aa°al%ate �"��n'm"m as°a P°. e a m NaA�a�°aw.:°, w;rr�°•oaA m..® S aa€sa� °.4ee a' a-eee e��a�.�a aie:. e¢a€ a ea46e 00 e e e oe e° e e °r°a°+ g^, t a• deem esPem;.. , a �e es.. e i„e '¢eaaar'y, w �z N U � PROPOSED REAR ELEVATION° -< , 3� �--' ° SCALE : 1/4" = I'-0' - - - ---- - - w �.. w w EXISTING BEAM O w 00 F' _ _ EXISTING BEAM �'-� HEIGHT (7ERIM o N _ HEIGHT (VERIFY) +42.9 P.S.F. +39.7 P.S.F. +39.7 P.5.F. +41 .0 P.S.F. +41 .0 P.S.F. EXISTING BEAM y 4G.7 P.S.F. 43.4 P.S.F. 43.4 P.S.F. 44.7 P.S.F. - 44.7 P.S.F. ea;s°tln°,ee°r°fi°agee.e.eae a a€ R e J, 8 ^aa ee s e.ew. ee EXISTING� \ HIG1T (VE �r�aRIFY) w+41.8 P.S.F. +41.8 P.S.F. 45.5P.S.F. 45:5 P.S.F. +39.7 P.S.F. MEN vr F'®d oo 43.4 P.S.F. � �I\ REF. FIN. FLR. - - - - ll +0'-0' _ .-.-.-.- - - PATCH/REPAIR EXISTING PATCfi/REPAIR EXISTING REF. FIN. FLR. STUCCO AS I AT ALL STUCCO AS REGD AT ALL NEW WINDOWS (TYPICAL) J NEW DOORS (TYPICAL) PER MI PROPOSED RIGHT SIDE ELEVATION SET SCALE : 3/32" = '-0;; 03-04-2020 DD'Iffy DKin 9EdM E:,d1E-�,991 g; E�.�FA91D1P 91 PROPOSED LEFT SIDE ELEVATION SCALE: 1 /4" = 1 '-O" LIIJ L1LILlLJ � L1L1 f® ®® �� ��� +41 BPSF NOM. WIND SPEED: 132 MPH AREA ZONE 4 ZONE 5 PRE55.+SUCTION PRES5./SUCTION 10 +38.0/-41 .3 ESP +38.0/-50.9 PSF 20 +3G.4/-39.G ESP +3G.4/-47.7 PSF 50 +34.2/-37.4 P5F +34.2/-42.9 P5F _ I 0 +32.2/-35.G PSF +32.2/-39.G P5F ULT. WIND SPEED: 170 MPH AREA (5Q.FT.) ZONE 4 ZONE 5 PRESS./SUCTION PRE55./SUCTION 10 +G3. 1/ G8.4 P5F +G3. I/-84.5 PSF 20 +GO.4/ 65.8 P5F +60.4/-79. PSF 50 +5G.7/-G2.0 PSF +5G.7/-71 . 1 P5F 00 +53.51 PSF +53.5/-G5.7 PSF EXISTING _BEAM HEIGHT (VERIFY - 45.5 P.S.F. - 45.5 P.S.F. T45.5 P.S.F. PATCH/REPAIR EXISTING STUCCO AS REQ'D AT NEW WINDOWS (TYPICAL) � � � � � 9 p� g to rr�^,�� .FIN. FLR':' I DATE: 03-04-2020. SEAL KELLY D.YATES FLORIDA AR 13706 SHEET NO. A-3 OF 3 SHEET Copyright © 2020 Yates Architecture Inc. File Copy