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HomeMy WebLinkAboutBUILDING PLAN 2103-01850 i'; f.' a omom r- D M [� -i -I (n Or- rn O 00- M D 0> 0 r- �«� O n r (n M v rn �m W p D D N 00 D goon C MD n0rn;V t n H O O m0o0 G� cn'n 7 A° 22 ;K p M U) DD5 0 0 cn Z c) 0 mT M M M CC Nz ti G �T I n -n 06 °-n° M O A 0 A 3 rt M G) "z z m 0 o o Ln 0 z -n C n 0 0 3 0 w C v 0 rn 0 z n rn vi TT-U mmm KKy cnaJwwo DDDDDD 0wo woo r%� --' N m ? W N '1 (TA WNLii1 0 1 CGO `/' 0M 66a oom 660 o©oo2 666660 -'-gym % X< oT W D n z _ o� m�A -I m {o m --44 D 0 1 z m p m r z � c —� z 0 Cl)Cl)Or r Z D 0 Cl) -� _ m : 0 a 90 x CLa: 3 0 Z m: O_ U n cn :U, m O in 0 N 0 aD zm ivm m mm 90 n� �: �0 �� cn �90 _ c `: _ a� wn z ox0 ;10 mZ m m� a> m, ODD U)(j)0O my -i rW m Xw n�� A v m m ,i TI : Kz m� �m C 0z �--1100� G)D D m o-o asp >M cg�m zz��-n Pz GAD zz Zi mac) r-0go ° Q°Q°mm0 �� 0 D z o z 0000 Om m D D 0 c 0 O� mC D� D-y�yD DDOO� m0 <� 0 U)M cni,m `z CnN(nC0 CnC00)0 zczi> -<G) 0 <06�lkc� Wc7 =r �C�p R� O 1-� W A 00 t ,�� 0 0 p OG O N -i NPn rnm M ZDZoo" C-7 M. m Z Z "•► r) U) -I - F �m cup wr n M 1O 0 0 T �N O 0 = C� -1 U) m C 0 CD m � 90 m p C� o C m o 0 T, oo ('� m o W Q n �� U) m �G0 O L v • 00 PROJECT DESCRIPTION: Proposed New Residence for: �Po � �'<<' Q REVISED PER BUILDING COMMENTS 07APR21 0 n �" O 2304 Atlantic Beach Blvd., North Hutchinson Island, Florida 34949 William Arthur- Architect/Builder 12401 South Dixie Highway _ A 3 A A D z n ---IDarren OWNER: & Anna Casey Pinecrest, Florida 33156 o o -n O 0 M ng ^ y s, A r rah c 2304 Atlantic Beach Blvd., p = o North Hutchinson Island, Florida 34949 u ONTRACT DOCUMENTS PROPOSED NEW RESIDENCE: Casey Seaside Cottage 2304 Atlantic Beach Blvd., North Hutchinson Island, FL 34949 PROPERTY ID # 1436-603-0024-000-7 PERSPECTIVE CONCEPT ••e _ Il '► SCOPE OF WORK THIS WORK INVOLVES NEW, FROM GROUND UP, CMU RESIDENCE. SHEET INDEX COVER CVR 1.0...........................................COVER SHEET, MASSING DRAWING SURVEY.................................................................................. SURVEY SITE PLAN SP-1.0................................................SITE PLAN, AREA CALCULATIONS ARCHITECTURAL THERE IS A SEPARATE SEPTIC PERMIT #56-SF-1370381. A-1. ......................................................................st FLOORPLANS A-2.0FL ....... ............. ............................................ 2nd FLOOR ELEVATIONS A-3.0.............................. ................................. 3RD FLOOR ELEVATIONS CLASSIFICATION OF WORK A-4.0....................................................................SECTIONS & DETAILS LEVEL 2 A-5.0....................................................................SECTIONS & DETAILS APPLICABLE CODES FLORIDA BUILDING CODE FBC 7th EDITION (2020) LEGAL DESCRIPTION: LOT 13, BLOCK 30, FT. PIERCE SHORES PLAT OF UNIT FOUR, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 9, PAGE(S) 35, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA PROPERTY FOLIO NUMBER: 1436-603-0024-000-7 STRUCTURAL S1.0......... WIND LOADS, NOTES, CRITERIA, FOUNDATION PLAN & DETAILS S2.0...... ..... ........................................ 2nd FUR FRAMING PLAN & DETAILS S3.0...............................................................ROOF FRAMING & DETAILS S4.0.....................................................................STRUCTURAL DETAILS MECHANICAL M1.0...... ............ ........ ..... I .................................... 1st MECHANICAL PLAN M2.0...........................2nd & 3rd MECH. PLANS, ENERGY CALC, MANUAL J ELECTRICAL E1.0...............................................1 st ELECTRICAL PLAN & SCHEDULES E2.0.........................................................2nd & 3rd ELEC PLAN & SPECS PLUMBING P1.0 ...........................................................1st PLUMBING PLAN & NOTES P2.0.......................... ............................. 2nd & 3rd PLUMB. PLAN & NOTES SPECIFICATIONS SPC1.0.........................................................................SPECIFICATIONS TOTAL DRAWINGS.. ........................... ................. 19 wmarthur ARCHITECT OF RECO William F. Arth AR-0012074 i \m H--+ U r6 s Q Lr) = M O co :3 X tf Q O V) N = r U O � N c CL U Tzt 0` d M `0 0 Li C: > C (D Co �-C w a)� ry N U z 0 N � CO O c N •- z L C 0 C U Q 0 a) a- to <_ w Q d. w O -CLN a 00 O Z ro 0 0 CONTRACT DOCUMENT s! PRINTED 'MarchM5, 2021 COVER GENERALNOTES GENERAL NOTES (CONTINUEQ),.. ALL REQUIREMENTS OF LOCAL, STATE & NATIONAL ORDINANCES, REGULATIONS & CODES PERTAINING TO BUILDING & TO THE PRESERVATION OF PUBLIC HEALTH & SAFETY SHALL BE STRICTLY OBSERVED BY THE GC & ALLSUB•CONTRACTORS. THE FLORIDA BUILDING CODE, (FBC) LATEST EDITION & ALL APPLICABLE LOCAL, NATIONAL AND/OR STATE CODES SHALL BECOME PART OF THESE PLANS AS IF BOUND HEREIN. THE GC & ALL SUBCONTRACTORS SHALL VERIFY ALL EXISTING SITE & FIELD CONDITIONS PRIOR TO PERFORMING ANY WORK & SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY CONDITIONS THAT MAY EXIST THAT ARE NOT COVERED ON THESE PLANS, ALL CHANGES OR ALTERATIONS TO THESE PLANS MUST BE SUBMITTED IN WRITING & APPROVED BY THE ARCHITECT PRIOR TO PERFORMING CHANGES, IT IS THE GCS RESPONSIBILITY FOR FINANCIAL COMPENSATION DUE TO ANY CHANGES, MODIFICATIONS, OR DEVIATIONS MADE TO THIS PROJECT WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT. FINAL CLEANING: DURING AND/OR PRIOR TO OCCUPANCY, CLEAN ALL SURFACES INCLUDING FIXTURES & EQUIPMENT. REMOVE ALL TRACES OF SOIL, STAINS, DIRT, WASTE MATERIALS, SMUDGES & OTHER FOREIGN MATTER FROM ALL FINISHED SURFACES. CLEAN ALL EQUIPMENT TO A SANITARY CONDITION. CLEAN TRANSPARENT MATERIALS, INCLUDING MIRRORS & GLASS IN DOORS, WINDOWS & CASEWORK, TO A POLISHED CONDITION, FREE OF DUST, PUTTY, FILMS OR SIMILAR SUBSTANCES WHICH ARE NOTICEABLE AS VISION,,OBSCURING. 1. CONTRACTOR SHALL COMPLY Wl THE PROVISIONS OF THE FLORIDA BUILDING CODE: 2010 EDITION. IN ADDITION, ALL WORK SHALL BE IN COMPLIANCE Wl THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE & NFPA 1011 FIRE PREVENTION CODE, 2. PERMITS A•THE GC SHALL SECURE & PAY FOR ALL NECESSARY BUILDING, ELECTRICAL, MECHANICAL, STRUCTURAL, & OTHER REQUIRED PERMITS; AS WELL AS UTILITY & METER FEES. BTHE GC SHALL SECURE A CERTIFICATE OF OCCUPANCY UPON COMPLETION OF THE PROJECT & TURN THE ORIGINAL DOCUMENT OVER TO THE OWNER W1 A COPY TO THE ARCHITECT. C•THE GC SHALL BE REQUIRED TO PROVIDE A COPY OF THE BUILDING PERMIT & ALL SUB -PERMITS TO THE OWNER & THE ARCHITECT, FOR RECORD, D-ALL I ANY PERMITS SHALL BE POSTED IN A VISIBLE PLACE AT ALL TIMES. 3. ALL WORK, MATERIALS & EQUIPMENT UTILIZED IN THIS PROJECT SHALL BE INSTALLED IN STRICT ACCORDANCE WI THE MANUFACTURER RECOMMENDATIONS & SPECIFICATIONS. 4. ALL WORK FOR THIS PROJECT SHALL CONFORM TO STANDARDS PUBLISHED BY RECOGNIZED PROFESSIONAL & INDUSTRY ORGANIZATIONS. 5, THE ARCHITECT DOES NOT HAVE CONTROL OR CHANGE OF, & SHALL NOT BE HELD RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES & PROCEDURES FOR SAFETY PRECAUTIONS, OR FOR PROGRAMS IN CONNECTION W1 THE WORK, FOR THE ACTS OR OMISSIONS OF THE GC, SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THE WORK, OR FOR THE FAILURE OF ANY THEM TO CARRY OUT THE WORK, IN ACCORDANCE W1 THE CONTRACT DOCUMENTS. 6. GC TO REMOVE, RELOCATE OR REROUTE AS NECESSARY ELECTRICAL, WATER, GAS OR ANY OTHER UTILITY LINES ENCOUNTERED & SHALL COORDINATE THIS WORK W/ ALL LOCAL UTILITY COMPANIES, 7, GC MUST NOTIFY ARCHITECT IMMEDIATELY OF ANY UNEXPECTED OR UNKNOWN CONDITIONS, DISCREPANCIES IN THE DWGS & CONTRACT DOCUMENTS & ERRORS OR OMISSIONS ON THE DWGS IN THE FIELD PRIOR TO PROCEEDING W1 WORK OR SHOP FABRICATIONS. 8. GC SHALL NOTIFY ARCHITECT FOR CLARIFICATION OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL DINGS. 9. GC TO OBTAIN WRITTEN APPROVAL FROM OWNER & ARCHITECT PRIOR TO ANY CHANGES OR DEVIATIONS FROM CONTRACT DOCUMENTS. 10. GC SHALL PREPARE & MAINTAIN ALL CONSTRUCTION AREAS, AS WELL AS SURROUNDING AREAS, FREE OF DEBRIS OR HAZARDOUS MATERIALS AT ALL TIMES. 11. GC SHALL BE RESPONSIBLE FOR THE REPAIR AND/OR THE REPLACEMENT OF ANY ITEMS DAMAGED DURING CONSTRUCTION CLEAN-UP. CONSTRUCTION PERSONNEL SHALL BE CONFINED TO THE LIMITS OF THE CONSTRUCTION AREA. ALL OSHA REGULATIONS FOR CONSTRUCTION AREAS SHALL BE STRICTLY FOLLOWED. 12, DISCREPANCIES A. IF DISCREPANCIES OR CONFLICTS IN THE CONTRACT DOCUMENTS, THE MORE STRICT REQUIREMENTS WILL APPLY. B-ON-SITE VERIFICATION OF ALL DIMENSIONS & CONDITIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT AT ONCE BEFORE PROCEEDING. C-DWGS ARE NOT TO BE SCALED. DIMENSIONS SHALL BE FOLLOWED. 131 ALL DIMENSIONS ARE BASED ON NOMINAL SIZES OF MEMBERS & ARE GIVEN TO THE OUTER FACE OF SUCH MEMBERS, NOT TO FACE OF FINISHED MATERIALS UNLESS OTHERWISE NOTED ON THE DWGS. 14, GC TO SUBMIT SHOP DWGS FOR APPROVAL BEFORE COMMENCING FABRICATIONS AND/OR INSTALLATION OF ALL APPLICABLE ITEMS FOR CONSTRUCTION. ALL SHOP DWG DIMENSIONS SHALL BE FIELD VERIFIED, REVIEWED & APPROVED BY CONTRACTOR BEFORE SUBMITTAL, SHOP DWGS WHICH ARE INCOMPLETE OR LACKING SUFFICIENT INFORMATION WILL BE RETURNED W/O REVIEW. % THE GC SHALL BE AWARE THAT SPECIFIC FIRE RATED SEPARATIONS WITHIN THE BUILDING'S CONSTRUCTION ARE REQUIRED BY CODE, THE SPECIFIC MATERIALS & COMBINATIONS OF MATERIALS WITHIN FIRE RATED ASSEMBLIES AS CALLED FOR ON THE DWGS & SPECS ARE FOR THE PURPOSE OF ACHIEVING THOSE REQUIRED FIRE SEPARATIONS. IT SHALL BE THE GCS RESPONSIBILITY TO VERIFY THE CHANGES IN MATERIAL THAT ARE REQUESTED BY OR MADE BY THE GC AND/OR ITS SUBCONTRACTORS, FROM THOSE MATERIALS DRAWN OR SPECIFIED, DOES NOT IN ANY WAY EFFECT OR LESSEN THE REQUIRED FIRE RATED CONSTRUCTION ASSEMBLY. 16. WHERE CMU IS INDICATED TO HAVE A SPECIFIC HOURLY FIRE RATING, THIS SHALL BE TAKEN AS THE MINIMUM ALLOWED 17. ALL WOOD FRAMING, INCLUDING PLYWOOD, WHICH IS CONCEALED WITHIN WALLS OR CEILINGS OR USED FOR SUPPORT OF WALLS & CEILINGS SHALL MEET CODE, REQUIREMENTS, PRESSURE TREATED WOOD SHALL BE USED WHERE IN CONTACT W/ CONCRETE OR MASONRY OR IN CONTACT Wi THE ELEMENTS (EXT). % GC TO SUBMIT A MINIMUM OF FIVE (5) SETS OF COMPLETE SHOP DINGS AS SUBMITTALS FOR APPROVAL BEFORE COMMENCING FABRICATION WOR INSTALLATION OF ALL APPLICABLE ITEMS FOR CONSTRUCTION. ALL SHOP DWGS DIMENSIONS SHALL BE FIELD VERIFIED & REVIEWED & APPROVED BY THE GC BEFORE SUBMITTAL & SO NOTED. 19. GC TO FURNISH & INSTALL ALL METAL & WOOD BLOCKING REQUIRED FOR WALL -MOUNTED OR BRACED FIXTURES, MILLWORK, SHELVES, SATHRM FIXTURES & ACCESSORIES OR BY OTHER ITEMS DESCRIBED IN INTERIOR DESIGN & ARCHITECTURAL DWGS. 20. CONTRACTOR SHALL PROVIDE HOUSE ADDRESS IDENTIFICATION USING ARABIC LETTERS NO LESS THAN 4" AS PER R319.2(1)FBC, 2020, 7TH EDITION. 21. GC SHALL COORDINATE W1 MECHANICAL & ELECTRICAL CONTRACTORS THE LOCATION OF ALL ACCESS PANELS SO AS TO ALLOW FOR PROPER EQUIPMENT ACCESSIBILITY, MAINTENANCE AND/OR OPERATION OF THE BUILDING SYSTEMS. THE OMISSIONS OF ANY OR ALL ACCESS PANELS DOES NOT RELIEVE THE GC OF THE RESPONSIBILITY FROM PROVIDING & INSTALLING SUCH PANELS OR DOORS. 22. CONTRACTOR TO PROVIDE ACCESS PANELS FOR ALL HVAC EQUIPMENT WHERE APPLICABLE. 23. CONTRACTOR SHALL PAINT ALL VISIBLE SURFACES OF FACTORY PRIMED EQUIPMENT UNLESS SPECIFICALLY NOTED OTHERWISE. VERIFY AND COORDINATE COLORS WITH ARCHITECT. 24, BEFORE INSTALLATION, THE CONTRACTOR SHALL COORDINATE WITH THE ARCHITECT THE EXACT MOUNTING LOCATION OF ALL SWITCHES, WALL RECEPTACLES, PLUGS, THERMOSTATS AND OTHER WALL MOUNTED FIXTURES. 25. ALL INTERIOR & EXTERIOR JOINTS BTW DIFFERENT MA ERIALS OR FINISHES SHALL RECEIVE A BEAD OF SILICON CAULKING TO MATCH COLOR OF ADJACENT SURFACE. SUBMIT SPECIFIC PRODUCT INFORMATION & LOCATIONS TO ARCHITECT PRIOR TO USE FOR APPROVALS. 26. GC SHALL BE RESPONSIBLE FOR REMOVING ALL DEBRI & CONSTRUCTION MATERIAL FROM SITE. GC SHALL ALSO BE RESPONSIBLE FOR PROPERLY CLEANING ALL AREAS PRIOR TO FINAL ACCEPTANCE BY THE OWNER INCLUDING BUT NOT LIMITED TO WINDOWS, STOREFRONT, FLOORS, CARPETS, WALLS, DOORS, ETC, 27. UPON COMPLETION OF THIS PROJECT, THE GC SHALL ¢ NE THE OWNER A COMPLETE SET OF AS BUILT ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING & FIRE PROTECTION DWGS ALONG WI WRITTEN GUARANTIES FOR ALL EQUIPMENT & FINISHES INSTALLED- THE GC SHALL MAINTAIN A CURRENT SET OF S•BUILT DWGS. INFORMATION SHALL BE RECORDED BY GC AS CONSTRUCTION PROGRESSES. - 28. BUILDINGS & STRUCTURES HEREIN SHALL MEET THE R QUIREMENTS FOR IMPACT RESISTIBILITY, AS REQUIRED BY CHAPTER 44 HIGH -VELOCITY HURRICANE ZONES OF THE FLORIDA: ING CODE, DESIGNED & CONSTRUCTED IN ACCORDANCE W/ CONDITION 11, TABLE 9 OF THE ASCE 7.98, 29, GC TO SUBMIT PRODUCT APPROVAL TO THE BUILDING EPARTMENT FOR ALL DOORS & ALL COMPONENTS REQUIRING PRODUCT APPROVAL PRIOR TO THE SUBMITTAL OF SHOP DINGS. 30 GC SHALL PROVIDE PROPER SAFE GUARD IN COMPLIAI ICE WITH CODES DURING ALL PHASES OF CONSTRUCTION. 31. GC TO INSTALL BARRIERS AS NECESSARY & REQUIRED AROUND PERIMETER OF CONSTRUCTION LIMITS TO PROTECT THE PUBLIC. 32. FLAME SPREAD AND SMOKE INDEX SHALL COMPLY WITH SECTION 302 OF THE RESIDENTIAL FBC 2020, 7th ABBREVIATIONS ADA AMERICANS WITH DISABILITIES ACT IG ADAAG AMERICANS WITH DISABILITIES ACT, INS( ARCHITECTURAL GUIDELINES IN AFF ABOVE FINISH FLOOR ALUM ALUMINUM AMSL ABOVE MEAN SEA LEVEL jA BD BOARD BLDG BUILDING C.C. CENTER TO CENTER C.I. CAST IRON CBS CONCRETE BLOCK STRUCTURE CJ CONTROL JOINT CL CLOSET CLG CEILING CLR CLEAR CMU CONCRETE MASONRY UNIT CO CERTIFICATE OF OCCUPANCY COL COLUMN COMM COMMUNICATION CONIC CONCRETE CONT CONTINUOUS CPT CARPET CT CERAMIC TILE DBL DOUBLE DEMO DEMOLITION DEPT DEPARTMENT DF DRINKING FOUNTAIN DIA. DIAMETER DIM DIMENSION ON DOWN DR DOOR DWG DRAWING DW DRY WALL E EXISTING EA EACH EJ EXPANSION JOINT ELEC ELECTRICAL ELEV ELEVATION EMT ELECTRICAL METAL TUBING EQ. EQUAL EQUIP EQUIPMENT EWC ELECTRIC WATER COOLER EXP EXPANSION EXT EXTERIOR FE FIRE EXTINGUISHER FACP FIRE ALARM CONTROL PANEL FD FLOOR DRAIN FIFE FINISH FLOOR ELEVATION FIN FINISH FIX FIXTURE FL FLOOR FP FIRE PROTECTION FPL FLORIDA POWER & LIGHT FS FIRE SPRINKLER FT FEET OR FOOT FURN FURNITURE GA GAUGE GC GENERAL CONTRACTOR GFI GROUND FAULT INTERRUPT GFIC GROUND FAULT INTERRUPT CIRCUIT GRND GROUND GYP GYPSUM BOARD HC1WD HOLLOW CORE WOOD HOWR HARDWARE HM HOLLOW METAL HOR HORIZONTAL HR HOUR HT HEIGHT HVAC HEATING, VENTILATION & AIR CONDITIONING HWH WATER HEATER NOTE #3 LB CON ISOLATED GROUND RECEPTACLE INSULATION INTERIOR JANITOR JUNCTION BOX (ELECTRICAL) LAVATORY POUND MOISTURE RESISTANT MAXIMUM MECHANICAL MECHANICAL, ELECTRICAL & PLUMBING MINIMUM MASONRY OPENING MEAN SEA LEVEL METAL NOT APPLICABLE NOT REQUIRED NATIONAL ELECTRICAL CODE 101 NATIONAL FIRE PROTECTION ASSOCIATION, (.LIFE SAFETY CODE) OT IN CONTRACT NUMBER NOMINAL NOT TO SCALE ON CENTER PA kT PARTITION PL kM PLASTIC LAMINATE PLI IMB PLUMBING PL PLYWOOD PT PRESSURE TREATED PV POLYVINYLCLORIDE (PLASTIC PIPE) OT QUANTITY R RISER / RADIUS REIP RE�NF RECEPTACLE REINFORCED RE REQUIRED RN ROOM SS STAINLESS STEEL SS STANDARD BUILDING CODE SC SOLID CORE WOOD SF SQUARE FEET SF C SOUTH FLORIDA BUILDING CODE SIM SIMILAR SP CS SPECIFICATIONS SQ, IN. SQUARE INCHES ST STANDARD ST ST LQR STORAGE STEEL ST STORAGE ST U STRUCTURAL T.M E. TO MATCH EXISTING TC TEMPORARY CERTIFICATE OF OCCUPANCY TE . TELEPHONE TY TYPICAL UL UNDERWRITERS LABORATORIES UN UNLESS NOTED OTHERWISE VCj VINYL COMPOSITION TILE W1 WITH WC WATER CLOSET WD WOOD WPI WATERPROOF NOTE #12 LEGAL DESCRIPTION LOT 13, BLOCK 30 FT. PIERCE SHORES REVISED PLAT OF UNIT FOUR, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 9, PAGE 35, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, SEA �� ROOIGPp \�0 #3463 FLOOD ZONE: X COMMUNITY NUMBER: 120285 PANEL:12111CO181 SUFFIX: K BASE FLOOD ELEVATION: NAVD88 FIRM DATE: 02-19-2020 FIRM EFFECT./REV DATE: 02-19-2020 po�NO vor�g3� NIP\\ BLOC N a \F �g0 i \ \� �S,OC \ a <r OV SP E LS - 2S 5 6), SE(11�OpIGPp pWR \\4 x tioZ \ 0ti G� G)ON x \ \a 5E� 11 p00IGPp \501 tF63 � 5 a� 9� NEB C1 C2 C3 \ \\ GOR L=57.56 L=57.46 L=115.19 R=5779.50 R=5904.50 A=0034'14" A=0033'31" R=5779.50 A=1°08'31" NOTES: 1. LEGAL DESCRIPTION PROVIDE BY CLIENT 2. NO SEARCH OF THE PUBLIC RECORD FOR THE PURPOSE OF ABSTRACTING TITLE WAS PERFORMED BY THIS OFFICE 3. NO SUBSURFACE IMPROVEMENTS WERE LOCATED AS PART OF THIS SURVEY 4. ALL ANGLES OR BEARINGS AND DISTANCES SHOWN HEREON ARE BOTH RECORD AND MEASURED UNLESS OTHERWISE NOTED 5. SOME FEATURES MAY NOT BE AT SCALE IN ORDER TO SHOW DETAIL. 6. THE BEARINGS SHOWN HEREON ARE BASED UPON THE WESTERLY PROPERTY LINE, HAVING A BEARING OF S24°40'07"E. ED M ji 6i U --CHAIN LINK FENCE - ------WOOD FENCE MISCELLANEOUS FENCE Duo TOPOGRAPHIC ELEVATION x ORIGINATION BENCHMARK ST. LUCIE COUNTY BENCHMARK "94 77 A 27" N.A.V.D. ELEVATION = 5,85' SURVEYORS CERTIFICATE: I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY PREPARED UNDER MY DIRECTION. NOT VALID WITHOUT A RAISED EMBOSSED SEAL AND SIGNATURE. (SIGNED) KENNETH J. OSBORNE PROFESSIONAL SURVEYOR AND MAPPER #6415 a wmarthur ARCHITECT OF RECORD William F. Arthur AR-0012074 L 0) m HFJ U s i s LLn Q 2 M i. M s t o 0 Q ' LL E c� N `- O U -_ N N C N r D_ I eZt Os M c n3 0 0 `4- L L L U C -� - _ N N U N O U U N z O 3 00 c M M C) N '}U C: C Q � W o 7 . 0 Ln s : < w �� t W " y 0 a- 0 0 O D z Cro CL N Z O 0 N CONTRACT DOCUMENTS PRINTED March 3, 2022 SURVEY GENERALNOTES ALL iREQUIREMENTS OF LOCAL, STATE & NATIONAL ORDINANCES, REGULATIONS & CODES PERTAINING TO BUILDING & TO THE PRESERVATION OF PUBLIC HEALTH & SAFETY SHALL BE STRICTLY OBSERVED BY THE GC & ALLSUB•CONTRACTORS. THE FLORIDA BUILDING CODE" (FBC) LATEST EDITION & ALL APPLICABLE (LOCAL, NATIONAL ANDMIR STATE CODES SHALL BECOME PART OF THESE PLANS AS IF BOUND HEREIN, THE 00 & ALL SUB -CONTRACTORS SHALL VERIFY ALL EXISTING SITE & FIELD CONDITIONS PRIOR TO PERFORMING ANY WORK & SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY CONDITIONS THAT MAY EXIST THAT ARE NOT COVERED ON THESE PLANS, ALL CHANGES OR ALTERATIONS TO THESE PLANS MUST BE SUBMITTED IN WRITING & APPROVED BY THE ARCHITECT PRIOR TO PERFORMING CHANGES. IT IS THE GCS RESPONSIBILITY FOR FINANCIAL COMPENSATION DUE TO ANY CHANGES, MODIFICATIONS, OR DEVIATIONS MADE TO THIS PROJECT WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT, FINAL CLEANING: DURING AND/OR PRIOR TO OCCUPANCY, CLEAN ALL SURFACES INCLUDING FIXTURES & EQUIPMENT. REMOVE ALL TRACES OF SOIL, STAIRS, DIRT, WASTE MATERIALS, SMUDGES & OTHER FOREIGN MATTER FROM ALL FINISHED, SURFACES. CLEAN ALL EQUIPMENT TO A SANITARY CONDITION, CLEAN TRANSPARENT MATERIALS, INCLUDING MIRRORS & GLASS IN DOORS, WINDOWS & CASEWORK., TO A POLISHED CONDITION, FREE OF DUST; PUTTY, FILMS OR SIMILAR SUBSTANCES WHICH ARE NOTICEABLE AS VISION-OSSCURING. 1: CONTRACTOR SHALL COMPLY WI THE PROVISIONS OF THE FLORIDA BUILDING CODE: 2010 EDITION: IN ADDITION, ALL WORK SHALL BE IN COMPLIANCE WI THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE & NFPA 1011 FIRE PREVENTION CODE, 2. PERMITS A -THE GC SHALL SECURE & PAY FOR ALL NECESSARY BUILDING, ELECTRICAL, MECHANICAL, STRUCTURAL, & OTHER REQUIRED PERMITS; AS WELL AS UTILITY & METER FEES. B-THE GC SHALL SECURE A CERTIFICATE OF OCCUPANCY UPON COMPLETION OF THE PROJECT & TURN THE ORIGINAL DOCUMENT OVER TO THE OWNER WI A COPY TO THE ARCHITECT. C•THE GG SHALL BE REQUIRED TO PROVIDE A COPY OF THE BUILDING PERMIT & ALL SUB -PERMITS TO THE OWNER & THE ARCHITECT, FOR RECORD. CALL I ANY PERMITS SHALL BE POSTED IN A VISIBLE PLACE AT ALL TIMES. 3, ALL WORK, MATERIALS & EQUIPMENT UTILIZED IN THIS PROJECT SHALL BE INSTALLED IN STRICT ACCORDANCE, WI THE MANUFACTURER RECOMMENDATIONS & SPECIFICATIONS. 4, ALL WORK FOR THIS PROJECT SHALL CONFORM TO STANDARDS PUBLISHED BY RECOGNIZED PROFESSIONAL & INDUSTRY ORGANIZATIONS, 5. THE ARCHITECT DOES NOT HAVE CONTROL OR CHANGE OF, & SHALL NOT BE HELD RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES & PROCEDURES FOR SAFETY PRECAUTIONS, OR FOR PROGRAMS IN CONNECTION WI THE WORK, FOR THE, ACTS OR OMISSIONS OF THE GC, SUStDONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THE WORK, OR FOR THE FAILURE OF ANY THEM TO CARRY OUT THE WORK, IN ACCORDANCE W/ THiE CONTRACT'DOCUMENTS, 6. GC TO REMOVE, RELOCATE OR REROUTE AS NECESSARY ELECTRICAL, WATER, GAS OR ANY OTHER UTILITY LINES ENCOUNTERED & SHALL COORDINATE THIS WORK WI ALL LOCAL UTILITY COMPANIES, 7, GC MUST NOTIFY ARCHITECT IMMEDIATELY OF ANY UNEXPECTED OR UNKNOWN CONDITIONS, DISCREPANCIES IN THE DWGS & CONTRACT DOCUMENTS & ERRORS OR OMISSIONS ON THE DWGS IN THE FIELD PRIOR TO PROCEEDING WI WORK OR SHOP FABRICATIONS, 8, GC SHALL NOTIFY ARCHITECT FOR CLARIFICATION OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL DWGS. 9. GC TO OBTAIN WRITTEN APPROVAL FROM OWNER & ARCHITECT PRIOR TO ANY CHANGES OR DEVIATIONS FROM CONTRACT DOCUMENTS. 10, GC SHALL PREPARE & MAINTAIN ALL CONSTRUCTION AREA'S, AS WELL AS SURROUNDING AREAS, FREE OF DEBRIS OR HAZARDOUS MATERIALS AT ALL TIMES. 11. GC SHALL BE RESPONSIBLE FOR THE REPAIR ANDIOR THE REPLACEMENT OF ANY ITEMS DAMAGED DURING CONSTRUCTION CLEAN-UP. CONSTRUCTION PERSONNEL, SHALL BE CONFINED TO THE LIMITS OF THE CONSTRUCTION AREA. ALL OSHA REGULATIONS FOR CONSTRUCTION AREAS SHALL BE STRICTLY FOLLOWED, A. IF DISCREPANCIES OR CONFLICTS IN THE CONTRACT DOCUMENTS, THE MORE STRICT REQUIREMENTS WILL APPLY. B•ONSITE VERIFICATION OF ALL DIMENSIONS & CONDITIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT AT ONCE BEFORE PROCEEDING. C•DWGS ARE NOT TO BE SCALED. DIMENSIONS SHALL BE FOLLOWED. 13. ALL DIMENSIONS ARE BASED ON NOMINAL SIZES OF MEMBERS & ARE GIVEN TO THE OUTER FACE OF SUCH MEMBERS„ NOT TO FACE OF FINISHED MATERIALS UNLESS OTHERWISE NOTED ON THE DWGS. 14, GC TO SUBMIT SHOP DWGS FOR APPROVAL BEFORE' COMMENCING FABRICATIONS ANDIOR INSTALLATION OF ALL APPLICABLE ITEMS FOR CONSTRUCTION. ALL SHOP DWG DIMENSIONS SHALL BE FIELD VERIFIED, REVIEWED & APPROVED BY CONTRACTOR BEFORE SUBMITTAL, SHOP DWGS WHICH ARE INCOMPLETE OR LACKING SUFFICIENT INFORMATION WILL BE RETURNED WtO REVIEW 15, THE GC SHALL BE AWARE THAT SPECIFIC FIRE RATED SEPARATIONS WITHIN THE BUILDINGS CONSTRUCTION ARE REQUIRED BY CODE, THE SPECIFIC MATERIALS & COMBINATIONS OF MATERIALS WITHIN FIRE RATED ASSEMBLIES AS CALLED FOR ON THE DWGS & SPECS ARE FOR THE PURPOSE OF ACHIEVING THOSE REQUIRED FIRE SEPARATIONS. IT SHALL BE THE GCS RESPONSIBILITY TO VERIFY THE CHANGES IN MATERIAL, THAT ARE REQUESTED BY OR MADE BY THE GC ANNOR ITS SUBCONTRACTORS" FROM THOSE MATERIALS DRAWN OR SPECIFIED, DOES NOT IN ANYWAY EFFECT OR LESSEN THE REQUIRED FARE RATED CONSTRUCTION ASSEMBLY. 16. WHERE CMU IS INDICATED TO HAVE A SPECIFIC HOURLY FIRE RATING, THIS SHALL BE TAKEN AS THE MINIMUM ALLOWED 17. ALL WOOD FRAMING, INCLUDING PLYWOOD, WHICH IS CONCEALED WITHIN WALLS OR CEILINGS OR USED FOR SUPPORT OF WALLS+& CEILINGS SHALL MEET CODE, REQUIREMENTS, PRESSURE TREATED WOOD SHALL BE USED WHERE IN CONTACT W1 CONCRETE OR MASONRY OR IN CONTACT WI THE ELEMENTS (EXIT). 18, GC TO SUBMIT A MINIMUM OF FIVE ($) SETS OF COMPLETE SHOP DWGS AS SUBMITTALS FOR APPROVAL BEFORE COMMENCING FABRICATION WOR INSTALLATION OF ALL APPLICABLE ITEMS FOR CONSTRUCTION, ALL SHOP DWGS DIMENSIONS SHALL BE FIELD VERIFIED & REVIEWED & APPROVED BY THE GC BEFORE SUBMITTAL & $O NOTED. 19, GC TO FURNISH & INSTALL ALL METAL & WOOD BLOCKING REQUIRED FOR WALL"MDUNTED OR BRACED FIXTURES, MILLWORK, SHELVES, BATHRM FIXTURES & ACCESSORIES OR BY OTHER ITEMS DESCRIBED IN ANTERIOR DESIGN & ARCHITECTURAL DWGS. 20. NOT USED 21. GC SHALL COORDINATE WI MECHANICAL & ELECTRICAL' CONTRACTORS THE LOCATION OF ALL ACCESS PANELS SO AS TO ALLOW FOR PROPER EQUIPMENT ACCESSIBILITY, MAINTENANCE ANMR OPERATION OF THE BUILDING SYSTEMS. THE OMISSIONS OF ANY OR ALL ACCESS PANELS DOES NOT RELIEVE THE GC OF THE RESPONSIBILITY FROM PROVIDING & INSTALLING SUCH PANELS OR DOORS. 22. CONTRACTOR TO ,PROVIDE ACCESS PANELS FOR ALL HVAC EQUIPMENT WHERE APPLICABLE, 23. CONTRACTOR SHALL PAINT ALL VISIBLE SURFACES OF FACTORY PRIMED EQUIPMENT UNLESS SPECIFICALLY NOTED OTHERWISE VERIFY AND COORDINATE COLORS WITH ARCHITECT, 24. BEFORE INSTALLATION, THE CONTRACTOR SHALL COORDINATE WITH THE ARCHITECT THE EXACT MOUNTING LOCATION OF ALL SWITCHES, WALL RECEPTACLES, PLUGS, THERMOSTATS AND OTHER WALL MOUNTED FIXTURES. GENERAL NOTES (CONTINUED)... 25. ALL INTERIOR & EXTERIOR JOINTS BTW DIFFERENT MATERIALS OR FINISHES SHALL RECEIVE A BEAD OF SILICON CAULKING TO MATCH COLOR OF ADJACENT SURFACE, SUBMIT SPECIFIC PRODUCT INFORMATION & LOCATIONS TO ARCHITECT PRIOR TO USE FOR APPROVALS, 26, GC SHALL BE RESPONSIBLE FOR REMOVING ALL DEBT RESPONSIBLE FOR PROPERLY CLEANING ALL AREAS PRI WINDOWS, STOREFRONT, FLOORS, CARPETS, WALLS, D4 27. UPON COMPLETION OF THIS .PROJECT, THE GC SHALL MECHANICAL, ELECTRICAL,' PLUMBING S FIRE PROTECTI( INSTALLED. THE GC SHALL MAINTAIN A CURRENT SET OF CONSTRUCTION PROGRESSES. 28. BUILDINGS & STRUCTURES HEREIN SHALL MEET THE HIGH -VELOCITY HURRICANE' ZONES OF THE FLORIDA BUI TABLE 9OF THE ASCE 7.98, 29. GC TO SUBMIT PRODUCT APPROVAL TO THE BUILDIN APPROVAL PRIOR TO THE SUBMITTAL OF SHOP DWGS. 30, GC SHALL PROVIDE PROPER SAFE GUARD IN COMPLI 31, GO TO INSTALL BARRIERS AS NECESSARY & REQUIRE ADA AMERICANS WITH DISABILITIES ACT AOAAG AMERICANS WITH DISABILITIES ACT, ARCHITECTURAL GUIDELINES AFF ABOVE FlIN18HFLOOR ALUM ALUMINUM AMSL ABOVE MEAN SEA LEVEL BD BOARD BLDG BUILDING CC, CENTER TO CENTER C,L CAST IRON CBS CONCRETE BLOCK STRUCTURE CJ CONTROL JOINT CL CLOSET CLG CEILING CLR CLEAR CMU CONCRETE MASONRY UNIT 00 CERTIFICATE OF OCCUPANCY COL COLUMN COMM COMMUNICATION CONC CONCRETE CONT CONTINUOUS CPT CARPET CT CERAMIC TILE DBL DOUBLE DEMO DEMOLITION DEPT DEPARTMENT DF DRINKING FOUNTAIN DA DIAMETER DIN DIMENSION DOWN DR DOOR DWG DRAWING DW DRYWALL E EXISTING EA EACH EJ EXPANSION JOINT ELEC ELECTRICAL ELEV ELEVATION EMT ELECTRICAL METAL TUBING EQ, EQUAL EQUIP EQUIPMENT EWC ELECTRIC WATER COOLER EXP EXPANSION EXT EXTERIOR FACP FIRE ALARM CONTROL PANEL FD FLOOR DRAIN FFE FINISH FLOOR ELEVATION FIN FINISH FIX FIXTURE FL FLOOR FP FIRE PROTECTION FPL FL ORIDA POWER & LIGHT FS FIRE SPRINKLER FT FEET OR FOOT FURN FURNITURE GA GAUGE GC GENERAL CONTRACTOR GFI GROUND FAULT INTERRUPT GFIC GROUND FAULT IINTERRUPT CIRCUIT GRND GROUND GYP GYPSUM BOARD HCIWD HOLLOW CORE WOOD HDWR HARDWARE HM HOLLOW METAL HOR HORIZONTAL HR HOUR HT HEIGHT HVAC HEATING, VENTILATION & AIR CONDITIONING HWH WATER HEATER CONSTRUCTION MATERIAL FROM SITE. GC SHALL ALSO BE TO FINAL ACCEPTANCE BY TH E OWNER INCLUDING BUT NOT LIMITED TO S, ETC. OWNER A COMPLETE SET OF AS BUILT ARCHITECTURAL, ALONG W/ WRITTEN GUARANTIES FOR ALL EQUIPMENT' & FINISHES DWGS. INFORMATION SHALL SE RECORDED BY GC AS REMENTS FOR IMPACT RESISTIBILITY, AS REQUIRED BY CHAPTER 44 CODE, DESIGNED & CONSTRUCTED IN ACCORDANCE Wf CONDITION 11, DEPARTMENT FOR ALL DOORS & ALL COMPONENTS REQUIRING PRODUCT WITH CODES'DURING ALL PHASES OF CONSTRUCTION. )UND PERIMETER OF CONSTRUCTION LIMITS TO PROTECT THE PUBLIC. IG� ISOLATED GROUND RECEPTACLE IN L INSULATION INt INTERIOR JA JANITOR J- X JUNCTION BOX (ELECTRICAL) LA LAVATORY LB POUND M, MOISTURE RESISTANT M MAXIMUM M H MECHANICAL M P MECHANICAL, ELECTRICAL & PLUMBING MI MINIMUM M MASONRY OPENING M MEAN SEA LEVEL MTL. METAL Nil NOT APPLICABLE VF NOT REQUIRED ME4 NATIONAL ELECTRICAL CODE NF A 101 NATIONAL FIRE PROTECTION ASSOCIATION, (,LIFE SAFETY CODE) NI NOT IN CONTRACT 8 NUMBER NO NOMINAL NT NOT TO SCALE ON CENTER SF LA PARTITION PLASTIC LAMINATE PLUMBING PLYWOOD PRESSURE TREATED POLYVINYLCLORIOE (PLASTIC PIPE) QUANTITY RISER RADIUS RECEPTACLE REINFORCED REQUIRED ROOM .DING CODE STEEL STORAGE STRUCTURAL TO MATCH EXISTING TEMPORARY CERTIFICATE OF OCCUPANCY TELEPHONE TYPICAL UNDERWRITERS LABORATORIES UNLESS NOTED OTHERWISE VINYL COMPOSITION TILE WITH WATER CLOSET WOOD WATER PROOF LEGAL DESCRIPTION LOT 13, BLOCK 30 FT. PIERCE SHORES REVISED PLAT OF UNIT FOUR, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 9, PAGE 35, OF THE PUBLIC RECORDS OF ST, LUCIE COUNTY, FLORIDA, s� 112RO�IOPe s�S OI�O'60? \ve�Tp05 XN LO G3pnch -Iz�`<S�wo V� 1 �OVNO FLOOD ZONE: X COMMUNITY NUMBER:120285 PANEL: 12111 C01 81 SUFFIX: K BASE FLOOD ELEVATION: NAVD88 FIRM DATE: 02-19-2020 FIRM EFFECT./REV DATE: 02-19-2020 v�9 5o $� N 1 03 Q\p0 550E py m9 J x \ 1 N $� kG 0 g b, X ,. d �o L 3 0 M 7 i e 61 01S $ 0;< G ADO nj Opp\N S00,4103 V (Z �, ^ 601 05"1 53N 0� 12 p N 1 og- \'$LO FOoa C0 00 0011 X 01 Lo 8\OGo•\ER C1 C2 C3 \ ,. • ,' •" , ' , . ; ` GO L=57.56 L=57.46 L=115.19 R=5779.50 R=5904.50 R=5779.50 =0034'14" A=0033'31" A=1008'31" NOTES: 1. LEGAL DESCRIPTION PROVIDE BY CLIENT 2, NO SEARCH OF THE PUBLIC RECORD FOR THE PURPOSE OF ABSTRACTING TITLE WAS PERFORMED BY THIS OFFICE 3. NO SUBSURFACE IMPROVEMENTS WERE LOCATED AS PART OF THIS SURVEY 4. ALL ANGLES OR BEARINGS AND DISTANCES SHOWN HEREON ARE BOTH RECORD AND MEASURED UNLESS OTHERWISE NOTED 5. SOME FEATURES MAY NOT BE AT SCALE IN ORDER TO SHOW DETAIL. 6. THE BEARINGS SHOWN HEREON ARE BASED UPON THE WESTERLY PROPERTY LINE, HAVING A BEARING OF S24°40'07"E. LEGEND ------CHAIN LINK FENCE --- -WOOD FENCE MISCELLANEOUS FENCE p� TOPOGRAPHIC ELEVATION ORIGINATION BENCHW ST. LUCIE COUNTY BENCHMARK "94 77 A 27" N,A.V.D. ELEVATION = 5.85' SURVEYORS CERTIFICATE: I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY PREPARED UNDER MY DIRECTION. NOT VALID WITHOUT A RAISED EMBOSSED SEAL AND SIGNATURE. ian_ucn, KENNETH J. OSBORNE PROFESSIONAL SURVEYOR AND MAPPER #6415 r,. wmarthur ARCHITECT OF RECORD William F. Arthur AR-0012074 A t6 Q�o -C = M >! N M X _0 s t _O E t� N CID `- U O � N C o� �i- O CYh M � L 'O L 0 C '> U_ N U oo U a) CO co Do U z'C U C C*4o . o C N Q . Co Q ` 0 QD t w C O a 0 CL N 0 Z O 0 N I t CONTRACT "DOCUMENTS PRINTED March 5, 2021 SURVEY ,a11,03-©k85 SPECIFICATIONS INSTRUCTION TO BIDDERS SECTION 00100 AIA DOCUMENT A701, INSTRUCTIONS TO BIDDERS, 1987 EDITION IS THE FORM BEING USED. COPIES OF THIS DOCUMENT MAY BE OBTAINED FROM THE OFFICE OF THE ARCHITECT BEFORE PROCEEDING WITH WORK. SUPPLEMENT TO THE INSTRUCTIONS TO BIDDERS 1. AT THE END OF SUBPARAGRAPH 32.1- ADO: 3.2.1.1, THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AT THE SITE AND SHALL BE RESPONSIBLE FOR ADAPTING THE PLAN TO EXISTING CONDITIONS IN THE CASE OF DISCREPANCIES BETWEEN THE DRAWINGS AND THE EXISTING CONDITIONS. THEY SHALL BE REPORTED TO THE ARCHITECT. SUPPLEMENTARY CONDITIONS SECTION 00800 AIA DOCUMENT A 201-1987 EDITION: 'GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" IS HEREBY INCLUDED AS A PART OF THE CONTRACT DOCUMENTS BY REFERENCE. SUPPLEMENTS TO THE "GENERAL CONDITIONS" AS REQUIRED, WILL BE WRITTEN BY THE ARCHITECT OF RECORD. ERRORS AND OMISSIONS ERRORS, INCONSISTENCIES. AND OR AMBIGUITIES SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION IMMEDIATELY, AND SHALL NOT BE CONSIDERED SUFFICIENT REASON TO DEPART FROM THE DESIGN INTENT OF THE CONSTRUCTION DOCUMENTS. SUMMARY OF WORK SECTION 0100 NOT USED CONSTRUCTION SCHEDULE: THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE OWNER AND ARCHITECT. A BAR CHART TYPE PROGRESS SCHEDULE FOR THE ENTIRE PROJECT, WITHIN THREE (3) DAYS AFTER AWARD O CONTRACT. PROVIDE A SEPARATE BAR FOR EACH WORK ITEM USTED IN THE SCHEDULE OF VALUES. INCLUDE APPROPRIATE TIME FOR PROJECT MOBILIZATION PROCUREMENT OF PRODUCTS, REVIEW AND RETURN OF SHOP DRAWINGS, FABRICATION INSTALLATION, TESTING, FINAL CLEANUP AND INSTALLATION TIME FOR WORK UNDER SEPARATE CONTRACTS. IDENTIFY EACH CALENDAR DAY THROUGH —OUT THE SCHEDULE. HIGHLIGHT "CRITICAL PATH' ELEMENTS OF THE SCHEDULE THAT ARE IMPORTANT TO COMPLETE THE WORK ON TIME. PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR, ARCHITECT & OWNERSHIP SHALL MEET ON SITE TO DISCUSS STAGING LOCATION(S) OF THE FOLLOWING; • TAINERS • MATERIALS &OEQUIPMENT • K VENDOR & SUPPLIER PARKING, WORRS PROVISIONS FOR ALL OF THE ABOVE SHALL BE INCLUDED IN BID. COORDINATE THE WORK OF THE COMPLETE PROJECT TO ASSURE AN EFFICIENT AND ORDERLY SEQUENCE OF INSTALLATION OF CONSTRUCTION ELEMENTS. AND FOR INSTALLATION OF ITEMS FURNISHED AND INSTALLED BY OTHERS. WITH PROVISIONS FOR ACCOMMODATING OTHER ITEMS TO BE INSTALLED LATER, COORDINATE SPACE REQUIREMENTS AND INSTALLATION OF MECHANICAL AND ELECTRICAL WORK WHICH ARE INDICATED DIAGRAMMATICALLY ON THE DRAWINGS. UTILIZE SPACE EFFICIENTLY TO MAXIMIZE ACCESSIBILITY FOR OTHER INSTALLATIONS, AND FOR MAINTENANCE. MAINTENANCE OF CONSTRUCTION DOCUMENTS: THE CONTRACTOR SHALL MAINTAIN AT THE PROJECT SITE, A "RECORD- SET OF CONSTRUCTION DOCUMENTS AND THE FOLLOWING RELATED DRAWINGS OR DOCUMENTS PREPARED BY OTHERS: CASEWORK SHOP DRAWINGS PREPARED BY THE CASEWORK FABRICATOR INTERIOR AND EXTERIOR SIGNAGE SHOP DRAWINGS. BY THE SIGNAGE CONTRACTOR, AND ANY OTHER SHOP DRAWINGS REQUIRED TO PERFORM WORK. 00 NOT CONSTRUCT ANY PORTION OF THE WORK RELATED TO THESE DRAWINGS AT ANY TIME WITHOUT SUCH DRAWINGS BEING AVAILABLE AT THE PROJECT SITE. AND ONLY AFTER APPROVAL BY ARCHITECTS OFFICE. APPLICATION FOR PAYMENT SECTION 01025 PAYMENT REQUESTS: THE PAYMENT REQUEST CYCLE IS TO BE REGULAR. EACH APPLICATION MUST BE CONSISTENT WITH PREVIOUS APPLICATIONS AND PAYMENTS. CERTAIN APPLICATIONS FOR PAYMENT, SUCH AS THE INITIAL APPLICATION, THE APPLICATION AT SUBSTANTIAL COMPLETION, AND THE FINAL PAYMENT APPLICATION INVOLVE ADDITIONAL REQUIREMENTS. PRIOR TO SUBMITTAL OF INITIAL APPLICATION FOR PAYMENT, THE FOLLOWING ITEMS SHALL BE SUBMITTED: (1) LISTING OF SUBCONTRACTORS AND PRINCIPAL SUPPLIERS AND FABRICATORS (2) THE PROGRESS SCHEDULE, (3) PRELIMINARY SCHEDULE OF VALUES. (4) PERFORMANCE AND/OR PAYMENT BONDS, IF REQUIRED, AND (5) COPIES OF ACQUIRED BUILDING PERMITS FOR PERFORMANCE OF THE WORK. FORM AND QUANTITY APPLICATION: SUBMIT THREE (3) EXECUTED COPIES OF AIA DOCUMENT G702. APPLICATION AND CERTIFICATION FOR PAYMENT, SUPPORTED BY AIA DOCUMENT 0703. CONTINUATION SHEET. SUBMIT CONDITIONAL LIEN RELEASES WITH EACH APPLICATION FOR PAYMENT CONTINGENT UPON RECEIPT AND BANK CLEARANCE OF THE CURRENT INVOICED AMOUNT. SUBMIT UNCONDITIONAL LIEN RELEASES COVERING THE PREVIOUSLY PAID AMOUNT RECEIVED BY THE GENERAL CONTRACTOR AND ALL SUB —CONTRACTORS OR MATERIAL SUPPLIERS, WITH SUBSEQUENT APPLICATIONS FOR PAYMENT, PRELIMINARY SCHEDULE OF VALUES: BEFORE START OF CONSTRUCTION, SUBMIT A PRELIMINARY SCHEDULE OF VALUES. SUPPORT WITH BACK—UP DATA TO SUBSTANTIATE ITS ACCURACY UPON REQUEST. FINAL SCHEDULE OF VALUES: AT THE COMPLETION OF THE WORK. AS A CONDITION OF FINAL COMPLETION. SUBMIT A REVISED SCHEDULE OF VALUES. REFLECTING THE FINAL COST O THE WORK, INCLUDING ALL REVISIONS OR CHANGES MADE DURING CONSTRUCTION, ARRANGE SCHEDULE IN ORDER OF WORK ITEMS LISTED ABOVE, AND SUPPORT SCHEDULE WITH BACKUP DATA IF REQUESTED. FZ41T#711111 1 4 , CONTRACTOR SHALL PROVIDE THE ARCHITECT WITH SHOP DRAWINGS, PRODUCT DATA AND SAMPLES FOR REVIEW. SHOP DRAWINGS WILL REQUIRE A MINIMUM O 10 WORKING DAYS FOR REVIEW AND RETURN TO CONTRACTOR. TEMPORARY FACILITIES/CONTROL SECTION 01500 CONNECT TO EXISTING SYSTEMS AT THE PROJECT SITE. AND COORDINATE WITH APPLICABLE UTILITY SERVICE COMPANIES. TO PROVIDE FOR WATER, ELECTRICAL POWER, LIGHTING AND PHONE SERVICE COSTS FOR SUCH SERVICES SHALL BE INCLUDED IN THE BASE 810 AMOUNT, UNLESS OTHERWISE INDICATED. ELECTRICAL POWER SHALL BE U71UZED FROM EXIST. SERVICE. CONSTRUCTION OPERATIONS REQUIRING POWER, USE OF POWER TOOLS, ELECTRICAL HEATING. LIGHTING, AND START-UP TESTING OF PERMANENT ELECTRIC - POWERED EQUIPMENT PRIOR TO ITS PERMANENT CONNECTION TO ELECTRICAL SYSTEM. LOCATE MULTIPLE OUTLETS (MINIMUM OF 4-GANG) SPACED SO THAT THE ENTIRE AREA OF CONSTRUCTION CAN BE REACHED BY POWER TOOLS ON A SINGLE EXTENSION CORD OF 50' MAXIMUM LENGTH. SANITARY FACILITIES: PROVIDE ON -SITE TOILET FACILITY FOR THE USE TEMPORARY PHONE SER CE. SHALL BE PROVIDED BY THE GENERAL CONTRACTOR, THE TEMP RARY TELEPHONE SHALL BE MADE AVAILABLE TO SUB —CONTRACTORS, AN THE ARCHITECT OR CONSTRUCTION MANAGER OR HIS REPRESENTATIVE FOR L AL TELEPHONE CALLS. LONG DISTANCE SHALL BE PAID FOR BY THE PART MAKING SUCH CALLS. SCAFFOLDING: PROVIDE LL SCAFFOLDING AND CONSTRUCTION AIDS REQUIRED, INCLUDING GUkRD RAILS, LIGHTS AND PLATFORMS NECESSARY FOR THE CCUPL£TION THE WORKMEN AND THE PUBLIC, PROGRESS CLEANING AT ALL TIMES, KEEP THE PROJECT SITE FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY CONSTRUCTION DEBRIS. AND ARRANGE F TRANSPORTATION AND LEGAL DISPOSAL OF MATERIALS OFF SITE. PRODUCTIONS & SUBSTITUTIONS SECTION 01600 PRODUCTS OPTIONS PR DUCTS SPECIFIED BY REFERENCE STANDARDS OR BY DESCRIPTION ONLY. ANY PRODUCT MEETING THOSE STANDARDS OR DESCRIPTION PRODUCTS ECIFIED BY NAMING ONE OR MORE MANUFACTURERS: PROD CTS OF MANUFACTURER NAMED AND MEETING SPECIFICATIONS, NO OP S OR SUBSTITUTIONS ALLOWED- PRODUCTS SPECIFIED BY NAMING E OR MORE MANUFACTURERS WITH A PROVISION FOR SUBSTITUTIONS, CONTRACTOR'S StIBSTITU ON REPRESENTATION: BY SUBSTITUTION OF a MATERIAL, PRODUCT, EO 1PMENt ITEM OR SYSTEM, THE CONTRACTOR: (i) REPRESENTS THAT HE H S PERSONALLY INVESTIGATED THE PROPOSED SUBSTITUTE PRODUCT A D DETERMINED THAT IT IS EQUAL OR SUPERIOR IN ALL RESPECTS TO THAT I CIFIED, (2) WILL PROVIDE THE SAME WARRANTY FOR THE SUBSTITUTION THAT THE CONTRACTOR WOULD HAVE PROVIDED FOR THE SPE FiED PRODUCT, (3) WAIVES ALL CLAIMS FOR ADDITIONAL COSTS RELA D TO THE SUBSTITUTION OF THE ACCEPTED SUBSTITUTE MAKING SUH CHANGES AS MAY BE REWIRED FOR THE WORK TO BE COMPLETE IN ALL RESPECTS.' APPLICATION/ACCEPTAN : APPLICATION OF A MATERIAL OR EQUIPMENT ITEM TO WORK INSTALLED BY OTHERS CONSTITUTES ACCEPTANCE OF THAT WORK AND ASSUMPTION 3F FULL RESPONSIBILITY FOR SATISFACTORY INSTALLATION. PRODUCTS IN OIANTME SHALL BE ALIKE AND INTERCHANGEABLE. WHERE ADDITIONAL AMOUNTS OF A PRODUCT ARE LIKELY TO BE NEEDED BY THE OWNER AT A LATER DATE FOR MAINTENANCE AND REPAIR, PROVIDE STANDARD. DOMES71CALL PRODUCED PRODUCTS WHICH ARE LIKELY TO BE AVAILABLE TO THE OWNER AT SUCH LATER DATE. SUPPLY PRODUCTS COMPLETE WITH ALL STANDARD DEVICES, TRIM FINISH. AND ALL ACCESSORIES INDICATED IN THE LATEST EDITION OF THE MANUFACTURER'S CATALOG OR BROCHURE PUBLISHED AT THE DATE OF THE AWARD OF THE CONTRACT. FURNISH SUCH ITEMS COMPLETE WITH COMPONENT PARTS NECESSARY FOR THE OBVIOUS AND INTENDED USE AND INSTALLATION, WHETHER OR NOT DESCRIPTIONS OR CATALOG NUMBERS CONTAIN ALL SUPPLEMETED INFORMATION AND/OR NUMBERS OF SUCH COMPONENTS. EQUIPMENT NAMEPLATES: PROVIDE PERMANENT NAMEPLATES ON EACH ITEM OF SERVICE -CONNECTED OR POWER OPERATED EQUIPMENT. INDICATE MANUFACTURER, PRODUCT NAME, MODEL NUMBER, SERIAL NUMBER, CAPACITY, SPEED, RATING. AND SIMILAR ESSENTIAL OPERATING DATA. LOCATE NAMEPLATES ON AN EASILY ACCESSIBLE SURFACE. LOCATE REQUIRED LABELS AND STAMPS ON AN ACCESSIBLE SURFACE WHICH. IN OCCUPIED SPACES, IS NOT CONSPICUOUS, MANUFACTURER'S INS CTIONS: WHENEVER PRODUCTS ARE REQUIRED TO BE INSTALLED AND/OR PER ORM IN ACCORDANCE WITH A SPECIFIED MANUFACTURER'S WSTRI. CTION OR PROCEDURE, PROCURE. DISTRIBUTE AND MAINTAIN AT THE SITE COPIES OF SUCH INFORMATION. NO ALLOWANCE OR CONSIDERATION WILL BE MADE FOR CLAIMED IGNORANCE AS TO WHAT A CITED REFERENCE STANDARD CONTAINS, AS EACH TRADESMAN IS CONSIDERED TO BE EXPERIENCED AND FAMILIAR WITH THE PUBLISHED STANDARDS OF QUALITY AND WORKMANSHIP FOR HIS OWN TRADE. INSTALLERS INSPECTION BEFORE INSTALLATION, INSPECT SUBSTRATE MATERIAL AND THE CON TIONS UNDER WHICH THE WORK WILL BE PERFORMEO. DO NOT PR EEO UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. APPJ ATION OF A MATERIAL OR EQUIPMENT ITEM TO WORK INSTALLED BY OTRS CONSTITUTES ACCEPTANCE OF THAT WORK AND ASSUMPTION OF RESPON 81LITY FOR SATISFACTORY INSTALLATION. INSPECT EACH ITEM OF MATERIAL OR EQUIPMENT IMMEDIATELY PRIOR TO INSTALLATION- REJECT DAMAGED AN DEFECTIVE ITEMS. PERFORM INSTALLATION NORK BY PERSONS QUALIFIED TO PRODUCE WORKMANSHIP OF SPECIFIED QUALITY, IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS. INSTALL WORK DURING CONDITIONS OF TEMPER RE. HUMIDITY, EXPOSURE, FORECASTED WEATHER, AND STATUS PF THE PROJECT COMPLETION WHICH WILL ENSURE THE BEST POSSIBLE RE LTS FOR EACH UNIT OF WORK. ISOLATE EACH UNIT OF WORK FROM NON -COMPATIBLE WORK, AS REQUIRED TO PREVENT DETERI0'A ON. MAKE ALLOWANCES FOR EXPANSION, CONTRACTION. AND BUIL ING MOVEMENTS. PROVIDE ATTACHMENT AND CONNECTION DEVICES METHODS FOR SECURING THE WORK PROPERLY AS IT IS INSTALLED. TRUE T LINE AND LEVEL PROVIDE UNIFORM JOINT WIDTHS IN EXPOSED WORK. ORGANIZED FOR BEST POSSIBLE VISUAL EFFECT. COORDINATE CLOSING —IN OF WORK WITH REQUIRED INSPECTIONS AND TESTS, SO AS TO MINIMIU THE NECESSITY OF UNCOVERING COMPLETED WORK. PROTECTION: AFTER INSTALLATION. PROVIDE COVERINGS TO PROTECT INSTALLED PRODUCTS FRDM DAMAGE FROM TRAFFIC AND CONSTRUCTION OPERATIONS, REMOVE WEN NO LONGER REQUIRED. REPAIR AND REPLACE DAMAGED ITEMS, AT NO ADDITIONAL COST TO THE OWNER. ADDITIONAL 71M REQUIRED TO SECURE REPLACEMENTS AND TO MAKE REPAIRS WILL NOT BE CONSIDERED TO JUSTIFY AN EXTENSION OF TIME TO COMPLETE THE NORK. FINAL CLEANING: PRIOR 0 OWNER OCCUPANCY, CLEAN ALL SURFACES INCLUDING FIXTURES ANE EQUIPMENT, INCLUDING OWNER SUPPLIED EQUIPMENT. REMOVE ALL TRACES OF SOIL. STAINS. DIRT, WASTE MATERIALS, SMUDGES. Al D OTHER FOREIGN MATTER FROM ALL FINISHED SURFACES. CLEAN ALL OUIPMENT AND FIXTURES TO A SANITARY CONDITION. CLEAN TRAP S'PARENT MATERIALS, INCLUDING MIRRORS AND GLASS IN DOORS WINDOV S. AND CASEWORK, TO A POLISHED CONDITION, FREE OF DUST, PUTTY, IILMS OR SIMILAR SUBSTANCES WHICH ARE NOTICEABLE AS VISION— URING, SUBSTANTIAL COMPLETI - AFTER FINAL CLEANING OPERATIONS HAVE BEEN COMPLETED, AND WHEN E PROJECT IS READY FOR OWNER OCCUPANCY, OBTAIN AN OCCUPANCY ER MIT ON BEHALF OF THE OWNER, AND APPROVAL BY ANY OTHER COVER ENTAL AUTHORITIES HAVING JURISDICTION OVER THE PROJECT- SUBMIT IGINALS OF SUCH APPROVALS TO THE OWNER FOR HIS RECORDS, CERTIFICATE OF OCCUIPA4CY, CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY, WHICH I TO REMAIN IN THE POSSESSION OF THE LEARNING CENTER'S HEAD MASTS WITH A COPY TO THE OWNER'S PROJECT REPRESENTATIVE. PUNCH LIST: THE GEN AL CONTRACTOR SHALL PREPARE A LIST OF WORK ITEMS YET TO BE COMPLETED OR CORRECTED COMPLETE WITH SCHEDULED DATES FOR COMPLETION, SUBMIT THIS LIST TO THE ARCHITECT AND OWNER FOR REVIEW AND COMMENTS. THE ARCHITECT WALL THEN PERFORM A FINAL INSPECTON. AND WILL PREPARE A PUNCH UST OF ITEMS WHICH ARE INCOMPLETE, DAMAGED, OR OTHERWISE NOT IN CONFORMANCE WITH THE REOUIREMENTS OF THE CONSTRUCTION DOCUMENTS. THE FAILURE TO INCLUDE ANY ITEM ON SUCH LIST DOES NOT ALTER THE RESPONSIBILITY OF THE qONTRACTOR TO COMPLETE ALL THE WORK REQUIRED BY THE CONSTRUCTION DOCUMENTS INSTRUCTION TO PERSONNEL: FULLY INSTRUCT THE OWNER'S DESIGNATED PERSONNEL IN THE OPERATION, ADJUSTMENT, AND MAINTENANCE OF MECHANICAL. PLUMBING, AND ELECTRICAL SYSTEMS. OPERATION AND MAINTENANCE DATA. ORGANIZE TWO (2) SETS OF OPERATING AND MAINTENANCE DATA, BIND DATA IN HEAVY DUTY 3—INCH. 3—RING VINYL —COVERED BINDERS, PROPERLY IDENTIFIED AND INDEXED - INCLUDE THE FOLLOWING TYPES OF INFORMATION IN OPERATING AND MAINTENANCE MANUALS: PAINT MATERIALS AND COLOR FORMULAS USED, MATERIAL SUPPLIERS AND PRODUCT IDENTIFICATIONS FOR FUTURE REPLACEMENT OF INTERIM FINISHES. OPERATING MANUALS AND EMERGENCY INSTRUCTIONS FOR HVAC EQUIPMENT FURNISHED (ID APPLICABLE), SPARE PARTS LISTINGS, COPIES OF WARRANTIES, WIRING DIAGRAMS. INSPECTION PROCEDURES, AIR TESTING AND BALANCING REPORTS, SUB -CONTRACTOR LISTING AND SIMILAR APPROPRIATE ITEMS. COMPLETE ALL WORK ITEMS AS EXPEDITIOUSLY AS POSSIBLE, PROVIDING LABOR AT TIMES WHEN THE PROJECT IS NOT IN OPERATION, IF NECESSARY. COORDINATE WITH THE OWNER'S MANAGER AND PERFORM THE WORK SO THAT IT WILL NOT INTERFERE WITH THE OWNER'S OPERATIONS, FINAL PAYMENT - CLOSEOUT SUBMITTALS: SUBMIT THE FOLLOWING ITEMS TO THE OWNER, UPON APPLICATION FOR FINAL PAYMENT: (1) FINAL OCCUPANCY PERMIT AND HEALTH DEPARTMENT APPROVAL, WHEN REQUIRED: (2) LIEN WAIVERS: (3) FINAL SCHEDULE OF VALUES: (4) EXTRA CONSTRUCTION DOCUMENT SETS. (5) MARKED -UP SET OF RECORD DOCUMENTS': (6) EXTRA STOCK OF FINISH MATERIAL ITEMS; AND (7) THE PUNCH -LIST OF INCOMPLETE WORK ITEMS, PREPARED AT SUBSTANTIAL COMPLETION, INDICATING ACTUAL COMPLETION DATES FOR EACH ITEM LISTED HEREIN, ROUGH CARPENTRY SECTION 01800 PROVIDE AND INSTALL BLOCKING, BACKING, PLYWOOD, SHEATHING, FURRING AND MISCELLANEOUS LIGHT FRAMING REQUIRED FOR COMPLETION OF THE WORK, WHICH IS GENERALLY NOT EXPOSED, WHERE NOTED ON THE DRAWINGS, AND AS SPECIFIC HEREIN, P PA F NTRIG PLYWOOD BLOCKING IN PARTITIONS & MOUNTING PANELS OR 1M01i EQUIPMENT. PROVIDE PLYWOOD APA C-0 PLUGGED INT NTH EXTERIOR GLUE. MISC. WOOD FRAMING & BLOCKING: CONSTRUCTION GRADE #2 OR BETTER DOUGLAS FIR OR EQUAL S4S, FIRE-RETAROANT TREATED UNLESS OTHERWISE INDICATED, MICRO -LAM LUMBER: BEAMS AND HEADERS AS SCHEDULED. SEE DRAWING FOR DESIGN STRESSES. FIRE -RETARDANT TREATED WOOD PROVIDE FIRE -LABELED WOOD WITH MINIMUM FLAME SPREAD RATING OF 25 (UL FR-S), AT THE FOLLOWING LOCATIONS: (1) BLOCKING CONCEALED WITHIN METAL FRAMED DRYWALL PARTITIONS IN NON-COMBUSTIBLE CONSTRUCTION: (2) FRAMING & BLOCKING LOCATED ABOVE FINISHED CEILINGS; AND (3) BLOCKING WITHIN FIRE -RATED WALLS. PRESERVATIVE TREATMENT: PROVIDE PRESERVATIVE TREATED WOOD WHERE INDICATED IN THE DRAWINGS AND AS FOLLOWS: WOOD CANTS, NAILER& CURBS, BLOCKING. STRIPPING AND SIMILAR MEMBERS IN CONNECTION WITH ROOFING: AND WOOD WILLS SLEEPERS, BLOCKING. STRIPPING AND SIMILAR CONCEALED MEMBERS IN CONTACT WITH MASONRY OR CONCRETE. PRESERVATIVE TREATMENT SHALL BE WATER BORNE MATERIAL COMPLYING WITH AWPB LP-2, KILN -DIED TO 19X MAXIMUM MOISTURE CONTENT FOR LUMBER AND 15% FOR PLYWOOD. INSTALLATION: SET ROUGH CARPENTRY ACCURATELY TO REQUIRED LEVELS AND LINES. WITH MEMBERS PLUMB AND TRUE AND ACCURATELY CUT AND FITTED, SECURELY ATTACH WORK TO SUBSTRATE. SHEATHING: PLACE ROOF AND WALL SHEATHING WITH ENO JOINTS, STAGGERED, SECURE SHEETS OVER FIRM BEARING MAINTAIN MINIMUM 1/16 INCH AND MAXIMUM 1/8 INCH SPACING BETWEEN JOINTS OF SHEETS ON WALLS, PLACE PERPENDICULAR TO FRAMING MEMBERS. FINISH CARPENTRY SEC11ON 01900 PROVIDE MISCELLANEOUS FINISH CARPENTRY ITEMS AS SHOWN ON THE DRAWINGS, INSTALLATION: INSTALL WORT( PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO DISTORTIONS. SHIM AS REQUIRED USING CONCEALED SHIMS SCRIBE AND CUT TO FIT ADJOINING WORK. INSTALL WITH MINIMUM NUMBER OF JOINTS POSSIBLE. USING FULL-LENGTH PIECES TO THE GREATEST EXTENT POSSIBLE COPE AT RETURNS, MITER AT CORNERS, AND USE SCARF JOINTS FOR ENO -TO -END JOINTS TO PROVIDE TIGHT FITTING JOINTS WITH FULL SURFACE CONTACT THROUGHOUT LENGTH OF JOINT. ANCHOR TO BLOCKING OR DIRECTLY TO SUBSTRATE WITH COUNTERSUNK. CONCEALED FASTENERS AND BIND NAILING WHERE POSSIBLE ANCHOR COUNTERTOPS SECURELY TO SUPPORT SYSTEMS AS INDICATED. AT DRYWALL PARTITIONS, 04ERE BLOCKING DOES NOT EXIT, USE ADHESIVE AND PRE - DRILLED COUNTERSUNK TRIM -HEAD SHEET -METAL SCREWS TO ATTACH FR41SH CARPENTRY TO METAL STUDS. FILL RECESS TO MATCH SURFACE COLOR OF WOOD. SHOP ASSEMBLY: COMPLETELY ASSEMBLE CDUNTERFRONT, CABINETS, COUNTERTOPS, POSTS. AND GLAZING IN SHIP PRIOR TO SHWWNT TO PROJECT SITE. MAKE INDIVIDUAL UAL ITEMS IN SEOUENOE WITH REMOVABLE MATERIALS TO FACILITATE FIELD ASSEMNB.Y, FIELD INSTALLATION; INSTALL CASEWORK PLUMB, LEVEL, TRUE AND STRAIGHT WIN NO DISTORTIONS. SHIM AS REOUIRE0 USING CONCEALED SHIMS. INSTALL TO A TOLERANCE OF 1/8" IN 8--0" FOR PLUMB AND LEVEL AND WITH NO VARIATIONS IN FLUSHNESS OF ADJOINING SURFACE$, SCRIBE AND CUT TO Fit ADJOINING WORK. ANCHOR TO BLOCKING OR DIRECTLY TO SUBSTRATES "IN DISTORTION SO THAT CABINET DOOR$ FIT OPENINGS PROPERLY AND ARE ACCURATELY ALIGNED. ADJUST HARDWARE TO CENTER DOORS IN OPENINGS AND TO PROVIDE FREE OPERATION. ANCHOR COUNTERTOPS SECURELY TO BASE UNITS AND OTHER SUPPORT SYSTEMS AS INDICATED. ADJUST AND CLEAN: REPAIR DAMAGED AND DEFECTIVE CASEWORK WHERE POSSIBLE TO ELIMINATE DEFECTS. WHERE NOT POSSIBLE TO REPAIR. REPLACE CASEWORK. CLEAN, LUBRICATE AND ADJUST HARDWARE FOR SMOOTH ORATION, 1- ELONGATION CAPABILITY - 25 PERCENT 2. SERVICE TEMPERATURE RANGE - BO TO 400 DEGREES F (-62 TO 204 DECREES C). 3. SHARE A HARDNESS RANGE - 30 SILICONE SEALANT (TYPE J): ASTM C920. TYPE S. NS. CLASS 25. SINGLE COMPONENT, FUNGUS RESISTANT, CHEMICAL CURING, NON -SAGGING NON -STAINING. NON -BLEEDING TRANSLUCENT WHITE CENTER; SANITARY 1700 MANUFACTURED BY GE SILICONES, 1, ELONGATION CAPABILITY - 25 PERCENT 2, SERVICE TEMPERATURE RANGE - 80 TO 400 DECREES F (-62 TO 204 DEGREES C). 3. SHARE A HARDNESS RANGE - 31 ACCESSORIES; PRIMER: NON -STAINING TYPE. RECOMMENCED BY SEALANT MANUFACTURER TO SUIT APPLICATION. JOINT CLEANER: NON —CORROSIVE AND NONSTAINING TYPE, RECOMMENDED BY SEALANT MANUFACTURER; COMPATIBLE MATH JOINT FORMING MATERIALS. JOINT BACKING: ASTM D1056; ROUND, CLOSED CELL POLYETHLENF FOAM ROD; OVERSIZED 30 TO 50 PERCENT LARGER THAN JOINT WIDTH, GREEN ROD MANUFACTURER TO SUIT APPLICATION - PAINTING SECTION 01900 WORK INCLUDES SURFACE PREPARATION AND PAINTING OF INTERIOR AND EXTERIOR SURFACES FOR THE TOTAL PROJECT, WHERE ITEMS OR SURFACES ARE NOT SPECIFICALLY MENTIONED, POINT THE SAME AS SIMILAR ADJACENT MATERIALS OR AREAS. EXPOSED PORTIONS OF FLUSH MOUNTED GRILLES. DIFFUSERS, AND RECESSED LIGHT FIXTURE TRIMS SHALL BE PAINTED TO MATCH THE COLOR OF THE CEILING, IF THE CEILING IS PAINTED OTHER THAN WHITE. PAINTING NOT REQUIRED: UNLESS OTHERWISE INDICATED, PAINTING IS NOT REQUIRED ON CASEWORK, PLASTIC LAMINATE, MECHANICAL EQUIPMENT, PLUMBING FIXTURES, ELECTRICAL EQUIPMENT (EXCLUDING EXPOSED DISTRIBUTION CABINET(S) ELECTRICAL DEVICES. OR FOOD SERVICE EQUIPMENT, PAINTING IS NOT REQUIRED ON SURFACES SUCH AS WALLS OR CEILINGS IN CONCEALED OR INACCESSIBLE AREAS. METAL SURFACES OF ANODIZED ALUMINUM, STAINLESS STEEL, CHROMIUM PLATE AND SIMILAR FINISHED MATERIALS DO NOT REQUIRE FINISH PAINTING. DO NOT PAINT OVER CODE—REOUIRED LABELS OR EQUIPMENT IDENTIFICATION LABELS. JOB CONDITIONS: APPLY PAINTS ONLY WHEN TEMPERATURE OF SURFACES TO IE PAINTED AND SURROUNDING AIR TEMPERATURES ARE WITHIN RECOMMENCED RANGE PERMITTED BY THE PAINT MANUFACTURER'S PRINTED INSTRUCTIONS. MATERIALS: PAINT AND STAIN MATERIALS AS LISTED IN THE FINISH LEGEND. SURFACE PREPARATION: CLEAN SURFACES OF DIRT, RUST, SCALE. GREASE, MOISTURE, OR OTHER CONDITIONS OTHERWISE DETRIMENTAL TO FORMATION OF A DURABLE PAINT FILM, PERFORM PREPARATION AND CLEANING PROCEDURES IN ACCORDANCE WITH PAINT MANUFACTURER'S PRINTED INSTRUCTIONS FOR EACH PARTICULAR SUBSTRATE CONDITION, REMOVE HARDWARE, ACCESSORIES, PLATES, LIGHTING FIXTURES, AND SIMILAR ITEMS IN PLACE AND NOT TO BE FINISH —PAINTED, OR PROVIDE PROTECTION PRIOR TO SURFACE PREPARATION AND PAINTING OPERATIONS. REMOVE, IF NECESSARY, FOR COMPLETE PAINTING OF ITEMS AND ADJACENT SURFACES. FOLLOWING COMPLETION OF PAINTING OF EACH SPACE OR AREA. REINSTALL REMOVED ITEMS. COMPLY WITH MANUFACTURERS PRINTED DIRECTIONS IN APPLYING PAINT MATERIALS. USE APPLICATORS AND TECHNIQUES BEST SUITED FOR SUBSTRATE AND TYPE OF MATERIAL BEING APPLIED. SCHEDULING: APPLY FIRST —COAT MATERIAL TO SURFACES THAT HAVE BEEN CLEANED. PRE—TREATED OR OTHERWISE PREPARED FOR PAINTING AS SOON AS PRACTICAL AFTER PREPARATION AND BEFORE SUBSEQUENT SURFACE DETERIORATION. ALLOW SUFFICIENT TIME BETWEEN SUCCESSIVE COATINGS TO PERMIT PROPER DRYING. 00 NOT RE —COAT UNTIL PAINT HAS DRIED TO WHERE IT FEELS FIRM, DOES NOT DEFORM OR FEEL STICKY LMOER MODERATE THUMB PRESSURE, AND APPLICATION OF ANOTHER COAT OF PAINT DOES NOT CAUSE LIFTING OR LOSS OF ADHESION OF THE UNDERCOAT. FORMULATE COLOR OF PRIME COAT TO MATCH COLOR OF FINISH COATS APPLY PAINT TO PROVIDE AN OPAQUE SMOOTH. SURFACE OF UNIFORM FINISH COLOR. APPEARANCE AND COVERAGE, CLOUDINESS, SPOTTING, HOLIDAYS, LAP MARKS, BRUSH MARKS, RUNS, SAGS. RAPIDNESS OR OTHER SURFACE IMPERFECTIONS WILL NOT BE ACCEPTABLE. APPLY ADDITIONAL PAINT COATS WHEN UNDERCOATS, STAINS OR OTHER CONDITIONS SHOW THROUGH FINAL COAT OF PAINT, UNTIL PAINT FILM IS OF UNIFORM FINISH, COLOR AND APPEARANCE. GIVE SPECIAL ATTENTION TO INSURE THAT SURFACES, INCLUDING EDGES. CORNERS, CREVICES, AND EXPOSED FASTENERS RECEIVE A DRY FILM THICKNESS EOUIVAL£NT TO THAT OF FLAT SURFACES, REMOVE, REFINISH OR REPAINT WORK NOT IN COMPLIANCE WITH SPECIFIED REQUIREMENTS, CLEAN UP: DURING THE PROGRESS OF THE WORK, REMOVE FROM SITE DISCARDED PAINT MATERIALS. RUBBISH, CANS AND RAGS AT END OF EACH WORK DAY. UPON COMPLETION OF PAINTING WORK, CLEAN WINDOW GLASS AND OTHER DAMAGED PAINT -SPATTERED SURFACES. REMOVE SPATTERED PAINT AND CLEAN DAMAGED FINISH SURFACES, TOUCH-UP AND RESTORE ALL DAMAGED OR DEFACED PAINTED SURFACES AFTER COMPLETION OF WORK OF OTHER TRADES. SCHEDULE - SHOP PRIMED ITEMS FOR SITE FINISHING. PRE -FORMED METAL ROOFING (SECTION 07631): EXPOSED SURFACES OF METAL ROOFING PANELS. MANUFACTURED ROOF SPECIALTIES (SECTION 07710. EXPOSED SURFACES OF METAL COPINGS AND TRIM. ALUMINUM DOORS & FRAMES (SECTION 08111): INTERIOR AND EXTERIOR FACES OF STEEL DOORS AND FRAMES. SCHEDULE - EXTERIOR SURFACES WOOD - PAINTED: ONE COAT ALKYD PRIMER SEALER, TWO COATS ALKYD ENAMEL, SURFACE AS SCHEDULED. STEEL - UNPRIMED: ONE COAT ZINC CHROMATE PRIMER. TWO COATS ALKYD ENAMEL. GLOSS.O STEEL - SHOP PRIMED: TOUCH-UP WITH ZINC CHROMATE PRIMER. TWO COATS ALKYD ENAMEL, GLOSS. STEEL - GALVANIZED: ONE COAT ZINC CHROMATE PRIMER. ONE COAT PRIMER SEALER LATEX. ONE COAT LATEX, FLAT. WOOD - TRANSPARENT: AMA SYSTEM *3 AS SPECIFIED IN CARPENTRY SECTIONS. WASHCOAT'. ONE COAT STAIN. FILLER COAT (FOR OPEN GRAINED WOOD ONLY). ONE COAT SEALER. TOP COAT. REFER TO MILLWORK DRAWINGS. WOOD - PAINTED: ONE COAT ALKYD PRIMER SEALER. TWO COATS ALKYD ENAMEL. SURFACE AS SCHEDULED. STEEL - UNPRIMED; ONE COAT ZINC CHROMATE PRIMER. TWO COATS LATEX - ENAMEL STAIN. STEEL - PRIMED: ONE COAT ZINC CHROMATE PRIMER. ONE COAT LATEX - ENAMEL, SATIN. STEEL - PRIMED: ONE COAT ZINC CHROMATE PRIMER. ONE COAT ALKYD ENAMEL, GLASS. STEEL - GALVANIZED: ONE COAT ZINC CHROMATE PRIMER. ONE COAT LATEX- ENAMEL. SATIN. PLASTER GYPSUM BOARD: ONE COAT LATEX PRIMER SEALER, TWO COATS LATEX, SURFACE AS SCHEDULED, STRUCTURAL REFERENCE STRUCTURAL SHEET S-0 FOR MORE INFORMATION. WATER RESISTIVE MEMBRANE CONTRACTOR SHALL PROVIDE FLASHING AND WATER -RESISTIVE MEMBRANE AROUND THE EXTERIOR WALL OPENINGS AS PER R107.2.4 AND R703.1 FBC 2020 7th EDITION. CONTRACTOR TO TAKE PARTICULAR ATTENTION TO ROOF ASSEMBLIES. ALL ROOF ASSEMBLIES, INCLUDING THE BALCONY AT THE 3rd LEVEL MUST USE 'COMPATIBLE MATERIALS' TO CREATE A WATER RESISTIVE MEMBRANE IN THIS AREA. REFER TO DETAILS LOCATED ON SHEET A-3.0. j"E MAR 28 2022 I BY' ,TERPROOFING A SPECIFICATIONS SPEC1.0 SCALE: NTS PRINTED March 24, 2022 a a 0 N z w 0 0 U 0 z 0 J_ M m M w a ❑ w w w a wmarthur co���pp E° F �°F 0 P A°° 0 P R � N e*Y *�AR0012074 0 ° \'�� �0o� N ARCHITECT OF RECORD William F. Arthur AR-0012074 L m U >. _ co t i L) Q •� � O M t o QC 7 LL C t0 N a)— T O -U N � d' d' d' d' M M i_ •L p 0_O •L `'� U_ LL C C N m C t L N-C U N U Ln r6 z Iz o o J N o o Cn C N m c C Z C C U Q U w + v7 w QD t w O t O r6 O CL ZoON Z SPECIFICATIONS dpI 094SPEC 1.0 PROPERTY ID # 1436-603-0024-000-7 AREA CALCULATIONS ZONING RS-4 FLOOD ZONE-X LOT COVERAGE (PERVIOUS AREA) TOTAL LOT AREA=12,5009f MINIMUM PERVIOUS AREA REQUIRED 12,500 x .35%=4375sf AREA OF PROPOSED RESIDENCE=2687.5sf GREATER AREA OF PROPOSED DRIVEWAY=1050sf THAN TOTAL IMPERVIOUS AREA=3737.5sf REQUIRED TOTAL ALLOWABLE ON THE GROUND 12,500 x .30=3750sf PERVIOUS AREA PROVIDED=8762.5sf CALLS FOR HOUSE GARAGE=506.25sf GROUND LEVEL AC AREA=1821.97sf SECOND LEVEL AC AREA=556.91sf 3rd LEVEL OBSERVATION AREA=556.91sf COVERED FRONT PORCH=203.3sf OPEN REAR DECK=155.5sf NOTE #9 THIS SITE B LOCATION PLAN p L NTS NOTE ABOUT GRADES: THIS SITE HAS AN EXISTING LOW POINT AS INDICATED BY GRADE POINTS LOCATED ON THE ATTACHED SURVEY. RAIN WATER RUNOFF FROM THE NEIGHBOR TO THE SOUTH GRAVITATES TO THIS LOW POINT ON THIS SITE. GRADES AROUND THE PERIMETER OF THE HOUSE ARE PROPOSED AT ELEV +7.4' . REFER TO GRADING PLAN PREPARED BY 'POLSTON ENGINEERS' FOR GRADES AND BERMS, GRADING 50' RADIUS (IRRIGATION) ADJACENT PROPERTY 15' BUILDING SETBACK LINE +4.77' - EXIST LOW POINT PERMIT 1 I I 2 " BUILDING SETBACK I 0 I� I0 Im i la I� I � 1 I it BENCHMARK REFERENCE +6.71' i N +5.53' EXIST; iE 10 10 I L! , U m -- u C1 p 8 m I +6.79' EXIST'. + I I oI +6.75' 100.01 +5.95' +6.59' EXIST EXIST — CONC SWALE UNDER SEPARATE DRIVEWAY PERMIT CENTER LINE OF ROAD . I I Atlantic Beach BL N q SITE PLAN P SCALE: 1"=10' ADJACENT PROPERTY L._ 50' RADIUS (IRRIGATION) N rr IL 0 z w 0 0 v 0 z 0 M m Ix w a 0 w 0 w CK wmarthur ARCHITECT OF RECORD William F. Arthur AR-0012074 L D Co U nz t L Ln Q = M i N Co :3 X t 0 Q U- E L� U) r O U = 0 d C 01 0` d M r6 L O z 0 LL U C > : > m N >' Co U Co o rn U r6 U 0 m V) r6 CID a 0z N V C U C U LU QC o (n = C � �-tt = Uj 0 0 0 0 O aD,N z00 SITE PLAN PRINTED March 3, 2022 -1.0 PROPERTY ID # 1436-603-0024-000-7 AREA CALCULATIONS ZONING RS-4 FLOOD ZONE-X LOT COVERAGE (PERVIOUS AREA) TOTAL LOT AREA=12,500sf MINIMUM PERVIOUS AREA REQUIRED 12,500 x .35%=4375sf AREA OF PROPOSED RESIDENCE=2687.5sf GREATER AREA OF PROPOSED DRIVEWAY=1050sf THAN TOTAL IMPERVIOUS AREA=3737.5sf REQUIRED TOTAL ALLOWABLE ON THE GROUND 12,500 x .30=3750sf PERVIOUS AREA PROVIDED=8762.5sf a LOCATION PLAN NTS NOTE ABOUT GRADES: THIS SITE HAS AN EXISTING LOW POINT AS INDICATED BY GRADE POINTS LOCATED ON THE ATTACHED SURVEY. RAIN WATER RUNOFF FROM THE NEIGHBOR TO THE SOUTH GRAVITATES TO THIS LOW POINT ON THIS SITE. GRADES AROUND THE PERIMETER OF THE HOUSE ARE PROPOSED AT ELEV +5.76' AND SLOPING AWAY FOR 12'. FROM THIS POINT, THE SLOPE WILL RISE TOWARDS THE PROPERTY LINES TO FORM RETENTION AREAS. +5.04 —'� EXIST �50' RADIUS (IRRIGATION) ADJACENT PROPERTY N 15' BUILDING SETBACK LINE +4.77' EXIST LOW POINT 19'-1 o +5.53 STIi 'I I - I � 10`MIN I 1" PVC WATER w si - -- J f Q - f -- --Co j z_ GAAGE AT Co +6!47 NAVD -- — F. I RFE o Ist N' -- — — — - — LEVEL UNDOER SEPARATE .PERMIT *+8.25 i I I i ADJACENT PROPERTY j TANK 500sf DRAINFIELD +6.75' ELEV USING CHAMBERS EXIST +5.T +@5.38' ——J BOTTOM @ ELEV I +5.46' I I 100.0' +5.95' +6.59' EXIST EXIST +++ l CO SWALE UNDER SEPARATE BENCHMARK DRIVEWAY PERMIT REFERENCE 1+6.71' CENTERLINE TER MET OF ROAD Atlantic Beach BLVD'. N q SITE PLAN P SCALE: 1"=10' A 50' RADIUS (IRRIGATION) wmarthur ARCHITECT OF RECORD William F. Arthur AR-0012074 L- Co U N Q Ln = M � N M X o t _O 7 LL E cn° o O U N N s r CL O` O� M M 0D CID L: O O O 4 LL LL U j C j C N Co (6 � A m N t0 v> t U s U Z0:f a o U a o U �' ZC: s c c•-p Q C s In +U-+ °� P NQ �Q °a uL" t o a` M o oDNo Zoo Z SITE PLAN PRINTED March 5, 2021 SP-1.0 C, \ \ APPROXIMATE \ \ IRRIGATION WELL A \ LOCATION SHOWING \ \ `lil50' RADIUS \ \ ti6� Q EXISTING BUIL ING A r. �- ySite Address:2305 T\MARIND DR �arcel ID: 1436-6 3-0022-000-3 \ \ wnershl Adamork Properties LLC \ 12385 Roseland Rd EXISTING DRIVEWAY \ \ A Sebalan, FL 32958 `,• Site Address: 2306 ATLANTIC BEACH BLVD Parcel ID `. 1436-603-0025-000- 4 Ownership: Darren P Casey Anna B Casey°D, \ w j T� 12600 SW 92nd CT pow' H� \ iami, FL 33176-513 pow \ \ Nw 611 600 \ ti /APPROXIMATE 50' \ p PROPERTY LINE, LACE w' �� \ SILT/TURBIDITY SCREEN ow' da/5 owl ° \ RADIUS ADJACENTOM DDURINGC ONSRR CTION a \\ IRRIGATION WELL \.� � OJT �o toe goo• <as' P� \ 8� A �. ,owl cos/��� \ �\ \ Qom. A Site Address: 2303 TAMARIND DR Parcel ID: 1436-603-0021-000-6 Ownership: S102 Investment Group LLC 606 Daflla Ln \ Vera Beach, FL 32963 G3 0 w 1 oa�pow v EF G \\ a��� D \u� a .toe" <d� / \ \ \\ \ TcS+ Foy �c5�• /'yOS o , GARAGE FINISHED FLOOR ELEVATION 7.58 °� \ \ % \ SILT �Q�To-�j q V PROPERTY LINE, PLACE Q• o�� \ SILT4TURBIDITY SCREEN ALOI G PROPERTY LINE PREDGE OF OPOSED �/ N4 01 �Q V A DURING CONSIRUCIION ts DRIVEWAY 1 1' \ \ \ \ \ \ + 5d SITE BENCHMARK 0• ELEVATION = 6.71 ��- D`.�q fWAY;.r ! 7 ° BUILDING FINISHED FLOOR \ A 6 ' ELEVATION 8.75 \ �• \ \ EDGE OF � 7A7 �' %. �� � -. L hQ ✓ �� o ��-V � \ PAVEMENTDD o \ SILT/ ) �U� TEe— \ % PROPOSED SEPTIC/DRAIN �o Z FIELD LOCATION, MINIMUM 5' SETBACK '��� ��°w to$' � n '°'�� Yow �q FROM RIGHT-OF-WAY PROPERTY AND BUILDING ��� ° A RIGHT -OF -WA k — Toe— TUB— LINE 0 EDGE OF PAVEMENT ) +� PROPERTY LINE PLACE \ SILT[TURBIDITY SCREEN ALONNG PROPERTY LINE DURING CONSTRUCTION \ .TOT i ' q EXISTING EASEMENT EDGE FLOW LEGAL DESCRIPTION LOT 13, BLOCK 30 FT. PIERCE SHORES REVISED PLAT OF UNIT F ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK LEGEND PAGE 35, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORI SITE ADDRESS: 2304 ATLANTIC BEACH BLVD TOPO + SEC/TOWN/RANGE: 36/34S/40E 0.P PARCEL ID: 14 6-603-0024-000-7 PROPOSED TOPO ��' OWNERSHIP: DARREN CASEY & ANNA CASEY 12600 SW 92ND CT — - - - — MIAMI, FL 33176-5135 TOP OF BERM —Toe oB- roe TEB—TDB— ZONING RS-4 LAND SIZE ACRES): 0.32 TOE SLOPE TES— TES-- TDs Tos TES— LAND SIZE (SF): 13,750 OF PAVEMENT FLOOD ZONE: x BUILDING COMMUNITY NUMBER: 120285 PANEL: 12111 C01 81 DIRECTION (__Vv SUFFIX: K BASE FLOOD ELEVATION: NAVD88 FIRM DATE: 02-19-2020 FIRM EFFECT./REV DATE: 02-19-2020 CURVE DATA CURVE ARC RADIUS DELTA C1 L=57.56' R=5779.50' A=0-34'14" C2 L=57.46' R=5904.50' A=0°33'31" SOD - SLOPE SOD SOD - SLOPE SOD - SLOPE '4:1 MIN 4,1 MIN 4:1 MIN a MATCH ELEVATIONS J� TOP OF BERM VARIES, w m ELEV. 6.8-7.2 _ BOTT WALE, SOD, TIES ELEV, 6.5 - 6.9 CRATED TOWARD RIGHT-OF-WAY SEC' I 1ON A A N.T.S. SOD - SLOPE SOD SOD- SLOPE SOD - SLOPE LANDSCAPE 4:1 MIN 4:1 MIN 4:1 MIN VARIES ELEV. 7.4� ' o ELfV. 7.4-,�� _ NW TOP OF BERM VARIES, w ELEV. 6.8= 72 _ _ SILT/TURBIDITY KI -- - - - - _ SCREEN BO WALE, SOD, it .. IES. ELEV 6.5 - 6 9 GRADED TOWARD NATURAL RIGHT -OF -NAY GRADE S TIOV15 — f3 C 15 MINIMUM SETBACK' 4' 4' 4 VARIES 3 PROPOSED BUILDING SOD - SLOPE SOD SOD - SLOPE SOD - SLOPE LANDSCAPE FINISHED FLOOR ELEVATION 875 4:1 MIN 4:1 MIN 4:1 MIN VARIES r Iz ELEV. 7.4 ' ELEV. 7.4 TOP OF BERM VARIES ELEV. 7.':' - 7.4 _ _ OM OF SWALE,. SOD, VARIES ELEV: 6.9 - 7,1 SECTION C-C NTS. VAY ES 7,5' MINIMUM SETBACK 4 4- 4' VARIES 3' SQD -SLOPE SOD SOD - SLOPE SOD - SLOPE LANDSCAPE 0 4:1 MIN 4:1 MIN 4:1 MIN VARIES r z o ELEV. 7.4­, m ELEV. 7.4 . vim. w EM VRE,TOPVOF B_ELE. . a 7.2 7.4 SILT/TURBIDITY AL —Boil wALE SOD, scREEN AS ELEV 7., GRADED TOWARD NATURA, 9 RIGHT -OF -`NAY GRADE I SECTION D -U N.T.S. [ SILT FENCES U o ES 144119111ff�7 0 9R, .* �33/V, DA. o 0" >� �'w o ram- o:Z =W:m a 4r',C) i �C.)s A � ///,A o � w r, N O C,4 O z a Z M V N o 04t� `z I 1— Ld ui w o & as maw Rz� o0 of 00o NWz R �U) z ¢aL o< O w= w o LL J R- DID H-¢J 1=> Q N z fr zwN Lu ��� U u C O m < p iI� C z O L6 O O z M 2 Z C 00 ON 7.5 z - Z _ z J i O C J ma CWUV b M faLLMIN x00 N N 75 •) r0g� oB/� /Y )tow 15 '0- L }� / Site Address: 2302 ATLANTIC BEACH rr��BLVD w/Yoo Site D: 2302 AC13-00C BEAC—U Ownership: Robert A Collada Sylvia COada y I OR AS PEGUIRED TO SUPPTI I - -C i MAINTAINING AND CONSTRUCTION AREA THIS WORK SHALL CONSIST OF FURNISHING, ACCORDANCE REMOVING TEMPORARY SILT FENCES, IN ACCORDANCE VVlili THE MANUFACTURER'S DIRECTIONS, THESE SPECIFICATIONS, THE DETAILS AS SHOWN ON THE DRAWINGS AND THE FLORIDA DEPARTMENT OF FLOW TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS. SILT FENCES WILL BE FLORIDA DEPARTMENT OF TRANSPORTATION ((FOOT) SILT SCREEN TYPE III AS DESCRIBED IN FDOT ROADWAY AND TRAFFIC DESIGN STANDARD'S, 2x2 WOODEN INDEX 102, WITH FILTER FABRIC CONFORMING TO SECTION 985, FDOT STANDARD SPECIFICATIONS. 2, . DF I >1' " � V -rMo. 2302 Atlantic Beach BLVD HUtChIn SOrI Island, FL 34949 - T I_ I I IN ALL CASES THE FILTER FABRIC WILL BE SECURELY ANCHORED TO THE GROUND OR BURIED IN THE GROUND SO THAT IT WILL NOT BE PUSHED UP GROUND LEVEL BY THE EXPECTED RUNOFF. THE ATTACHMENT TO EXISTING TREES WILL NOT BE PERMITTED, ' -; 4" BELOW GROUND THE CONTRACTOR SHALL, AT HIS EXPENSE, PROVIDE ROUTINE MAINTENANCE. OF PERMANENT AND TEMPORARY EROSION CONTROL FEATURES UNTIL THE . 4" PROJECT IS COMPLETED AND ACCEPTED IF SUCH EROSION CONTROL r ROXIMATEDIUSFROMADJACENTGATION WELL FEATURES MUST BE RECONSTRUCTED DUE TO CONTRACTOR'S NEGLIGENCE CR FRONTCARELESSNESS OR, IN VIEW 5ECTION CONTROLS FFAILURE EATURES BY SCHEDULED, SHE CASE OF UCHREPLACEMENTAYCEMENT SHAEROSION LL BEGAT CONTRACTOR'S EXPENSE_ SILT FENCES MUST BE INSTALLED PRIOR TO ANY CONSTRUCTION AND MUST BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT_ SILT/TURBIDITY SCREENS '' a a0 0 O W w z z' LLI 0 >mLU O_ a mm V Q Z Q.1Z W m 4A Q a V C) Oil Z Z 1_ Z = %A ~ � CWC G Q M _ Q C4 = Z rN __10' SHEET C01 OF C01 GENERAL NOTES 1. ALL WATER CLOSETS, LAVATORIES, SHOWERS, AND SINKS SHALL COMPLY WITH FBC 2017 6th EDITION. 2. BATHROOM FLOORS SHALL BE OF IMPERVIOUS MATERIAL AS PER FBC. 3. NUMBERS OF ADDRESS SHALL BE VISIBLE AND LEGIBLE FROM THE STREET FRONTING THE PROPERTY AND SHALL BE A MINIMUM OF 3" IN HEIGHT. 4. ALL PRODUCTS SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. 5. THE EXTERIOR SURFACE MATERIALS SHALL BE TRUE AND GENUINE VS. SIMULATED. 6. G.C. TO LOCATE ALL EXISTING CONDITIONS THAT WILL PREVENT THE CONSTRUCTION OF THE INTENDED ITEMS OR REQUIRE THE MODIFICATION OF SYSTEMS THAT ARE INTENDED NOT TO BE DISTURBED. 7. ALL INSULATION MATERIALS SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450, ACCORDING TO FBC 719.2. 8. SHOWER/ BATHTUB COMPARTMENT MUST HAVE FLOOR AND WALLS CONSTRUCTED OF SMOOTH, CORROSION RESISTANT AND NON -ABSORBENT SURFACES, WATER-RESISTANT MATERIALS TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE CORRESPONDENT FLOOR AT THE DRAIN. SEE FBC R702.4.2 BELOW. R702.4.2 BACKER BOARDS MATERIALS USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS SHALL BE OF MATERIALS LISTED IN TABLE R702.4.2, AND INSTALLED IN ACCORDANCE WITH THE MANUFACUTURE'S RECOMMENDATIONS. TABLE R702A.2 BACKER BOARD MATERIALS MATERIAL STANDARD (lass met gypsum backing panel ASTM 01178 Fiberreinforcelf gypsum panels ASTM C1278 ASTM C1288 or 180 8336, Category Nonastrestos flbercernem backer boats C Nonasbestas fiber mat reinforced cemem0kws backer ASTM C1325 unds FINISH NOTES 1. CEILINGS SHALL BE 5/8" GYPSUM GREEN BOARD WITH'WON' COAT VENEER PLASTER, APPLIED OVER WOOD OR FURRING STRIPS AT 16" OC, CONTRACTOR TO PROVIDE ALTERNATE BUDGET FOR 1x6T&G PRE -FINISHED PINE BOARDS. 2. PAINT ONE COAT OF'KILS' PRIMER/ SEALER AND TWO COATS OF LATEX ACRYLIC PER OWNER'S SELECTION. 3. ALL STORAGE CLOSETS, CLOSETS, PANTRY CLOSETS, ETC. SHALL RECEIVE THE SAME FINISH AS ADJACENT ROOMS UNLESS OTHERWISE SPECIFIED. 4. OWNER TO COORDINATE WITH THE G.C. ALL FLOOR & BATHROOM FINISH MATERIALS, LIGHTING & PLUMBING FIXTURES, ETC, 5. WOOD CEILINGS TO BE PAINTED WHITE. ALLT&G SEAMS TO BE CAULKED PRIOR TO PAINTING. 6. ALL WALLS SHALL BE 5/8" GYPSUM; THE SAME AS NOTED IN CEILINGS ABOVE. PER OWNER'S SELECTION, CERTAIN WALLS MAYBE 1x6 T&G PINE PAINTED, AS DIRECTED BY THE OWNER. FIVE-V GALVANIZED METAL ROOF BY 'GULF COAST METAL ROOFING' OR EQUAL INSTALLED PER MF'G SPECIFCATIONS GALVANIZED 6" HALF ROUND GUTTERS BY GALVANIZED 3" ROUND DOWNSPOUTS BY PAINTED PT PINE BRACKET -COORDINATE LOCATION OF RAFTERS 2X6 PT PINE FASCIA OVER 2x4 PT SUB- FASCIA- SEE DETAILS HARDY CEMENTIOUS BOARD SIDING (5" EXPOSED) OVER 1x3 PT GROUNDS TAP - CON INTO CMU WALLS 1 1/4" THICK PAINTED PT TRIM BOARDS AT CORNERS TO RECEIVE HARDY BOARDS PAINTED PT TRIM WATER TABLE -SEE DETAILS AT SHEET A-5,0 9� SMOOTH PAINTED STUCCO FINISH 10 SMOOTH PAINTED STUCCO WATER TABLE COORDINATE WITH WINDOWS WHERE APPL. 11 STAINLESS CHIMNEY FLUE -SUPPORT WITH STAINLESS TURNBUCKLES & WIRE LINES 12 PRE-MF'G PVC RAILING CAPS AND BALLASTERS PAINTING OF THIS MATERIAL TBD 13 R-30 BATT INSULATION PRE -MANUFACTURED WOOD TRUSSES AT 24" OC 14 DESIGN FOR 175mph WINDS-2x6 TOP & BOTTOM CORDS 15 1X6 T&G PINE PANELING PAINTED -OWNER TO DETERMINE EXTENT 16 PAINTED PINE PANELING -OWNER TO DETERMINE EXTENT IN LIEU OF DW 17 ATTENTION TO SHEAR WALL STEEL PLACEMENT IN THESE AREAS -REFER TO STRUCTURAL WINDOW SCHEDULE DIMENSIONS DESIGN PRESS. w ENERGY RATING a � a z z a REMARKS ZMATERIAL o z a 5+ Z LL Ca O ALUM & GLASS 2 30 68 +43.99/ N 18-0 3.01 1.05 .44 INCLUDING TRANSOM- -08.47 TINTED IMPACT © 1 60 +43.99/ A8,47 © 1 54 112 +43.99/ -08.47 O 2 91 51 +43.99/ N -08.47 O 1 80 24 +4399/ N 17-0 15.01 FIXED TINTED IMPACT ae.a7 Q 1 30 68 +43.99/ N 18-0 3.01 INCLUDING TRANSOM- 1 -08.47 TINTED IMPACT © 4 30 68 +43.99/ N A8.47 O 1 45 20 +49'47/ N 17-Oe 15,01 FIXED TINTED IMPACT 64.57 z Oj 1 30 58 +e4s7 49,47/ N 18-0 3.01 DOUBLE HUNG EGRESS 1 36 50 +49.47/ DOUBLE HUNG EGRESS L4.s7 `V 1 75 68 +43.99/ INCLUDINGTRANSOM- -48.47 TIMED IMPACT © 1 30 68 +43.99/ 48.47 © 1 30 68 +43.991 -08A7 O 6 30 60 +43.99/ 48.47 O 4 30 60 +49.47/ fi4 57 ALL WINDOWS SHALL COMPLY WITH THE 2017 FBC. SUBMIT SHOP DRAWIN S W/ PRODUCT APPROVALS, ALL BEDROOM WINDOWS SHALL COMPLY W/ MIN. SECOND MEANS OF EGF ESS OPENING SIZE. ONE WINDOW FOR EA. BEDROOM. ALL WINDOWS SHALL BE PROVIDED WITH IMPACT RESISTANT GLASS. ALL WINDOWS SHALL BE INSTALLED IN COMPLIANCE W/ THE MFG'S NOA CPENING SPECIFICATIONS, DOOR SCHEDULE DIMENSIONS DESIGN PRESS. ENERGY RATING ~ DESCRIPTION z = = w w O REMARKS 00 o w Z O Z O NOA# 0 d 3 x 3 00 1 SINGLE LIGHT FRENCH 1 36 80 43.99/ -08A7 NA 20-1007 08 1.05 .44 W/ FIXED GLASS TRANSOM NOA #17-0515.01 2 PAIR SINGLE 1 60 80 43.991 NA 20-100708 1.05 LIGHT FRENCH A8.47 .44 3 OVERHEAD DOOR 1 96 96 NA 49.471 20-0922 54 NA NA -64.57 4 OVERHEAD DOOR 1 96 96 NA 49.471 20-0922 54 NA NA -64.67 -84.57 5 FLUSH METAL 1 36 96 NA NA NA NA NA 1 HOUR FIRE -RATED W/ SELF -CLOSER 6 WOOD FLAT PANEL 1 28 96 NA NA NA NA NA PRE -HUNG POPLAR -COX INTERIORS, CAMPBELLSVILLE, KY 7 8 32 9 WOOD FLAT 32 2 PANEL -POCKET DR Z 10 WOOD FLAT PANEL 36 11 34 12 13 WOOD FLAT I 32 + PANEL -POCKET DR 14 PAIR SINGLE 60 80 43.991NA 20-1007 08 W/ FIXED GLASS TRANSOM LIGHT FRENCH -48.47 NOA #17-0615.0'1 15 PAIR SINGLE 60 VERIFY 43'99/ NA 20-1007 08 MUST FIT UNDER STAIR LIGHT FRENCH -48A7 LANDING 16 WOOD FLAT PANEL 34 96 NA NA NA NA NA 17 PAIR WOOD 48 FLAT PANEL 18 WOOD FLAT PANEL 20 19 32 20 34 21 PAIR WOOD 48 FLAT PANEL 22 WOOD FLAT PANEL 32 23 SI-FOLD SINGLE UTE 144 80 -64 57 17-1218 13 1.05 .44 24 SNGLE LITE FRENCH 36 96 -08 47 NA 20-1007 08 1.05 .44 SAFETY NOTES FOR DOORS CLOSETS AND BATHROOM REFER TO NFPA 101-CHAPTER 21. -EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET. -EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO PERMIT THE OP NING OF THE LOCKED DOOR FROM THE INSIDE OF THE BATHROOM IN AN EMERGENCY. -ALL DOORS SHALL COMPLY WITH THE 2017 FBC. -ALL EXTERIOR DOORS SHALL COMPLY WITH CHAPT. 56; FORCED ENTRY. -ALL DOORS AND FIXED GLASS TO RECEIVE IMPACT RESISTANT GLAZING. -DOOR HARDWARE TO SELECTED BY THE OWNER. -DOOR MANUFACTURER TO SUBMIT NOA OPENING SPECIFICATIONS. "I -a, a° 1f1r-A8/R" 1A q 1st FLOOR PLAN _ ql SCALE:3/16"=1'-0" a e a wrnarthur ARCHITECT OF RECORD William F. Arthur AR-0012074 •i O� d' D` M to O O U LL N m �s rC6 U A m Nt U d' O U U a) z N m C 14 m F' a 0) U z C CJ U LU C (6 U j Q C M �C Q Q c~i w 'O O Q Rti' tf w d' OO O 0 MM a CL N Z 0 N Ili =00ifflJIi\il■ PRINTED March 3, 2022 t- GA -1.0 GENERAL NOTES 1. ALL WATER CLOSETS, LAVATORIES, SHOWERS, AND SINKS SHALL COMPLY WITH FBC 2017 6th EDITION. 2. BATHROOM FLOORS SHALL BE OF IMPERVIOUS MATERIAL AS PER FBC. 3. NUMBERS OF ADDRESS SHALL BE VISIBLE AND LEGIBLE FROM THE STREET FRONTING THE PROPERTY AND SHALL BE A MINIMUM [Q99 1101MIq(e171s 4. ALL PRODUCTS SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. 5. THE EXTERIOR SURFACE MATERIALS SHALL BE TRUE AND GENUINE VS. SIMULATED. 6. G.C. TO LOCATE ALL EXISTING CONDITIONS THAT WILL PREVENT THE CONSTRUCTION OF THE INTENDED ITEMS OR REQUIRE THE MODIFICATION OF SYSTEMS THAT ARE INTENDED NOT TO BE DISTURBED. 7. ALL INSULATION MATERIALS SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450, ACCORDING TO FBC 719.2. 8. SHOWER/ BATHTUB COMPARTMENT MUST HAVE FLOOR AND WALLS CONSTRUCTED OF SMOOTH, CORROSION RESISTANT AND NON -ABSORBENT SURFACES, WATER-RESISTANT MATERIALS TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE CORRESPONDENT FLOOR AT THE DRAIN. SEE FBC R702.4.2 BELOW. R702.4.2 BACKER BOARDS MATERIALS USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS SHALL BE OF MATERIALS LISTED IN TABLE R702.4.2, AND INSTALLED IN ACCORDANCE WITH THE MANUFACUTURE'S RECOMMENDATIONS. TABLE R702A.2 BACKER BOARD MATERIALS MATERIAL STANDARD Glen mat gypsum baceng penal ASTM C1178 Rber-relntometl gypsum panels ASTM C1278 ASTM C1288 a ISO 8335, Category NonasbWos fiber -cement b0m board C Nonasbestos ebw mat rehhTAd mmenteious backer ASTM C1325 unite FINISH NOTES 1. CEILINGS SHALL BE 5/8" GYPSUM GREEN BOARD WITH'WON' COAT VENEER PLASTER, APPLIED OVER WOOD OR FURRING STRIPS AT 16" OC. CONTRACTOR TO PROVIDE ALTERNATE BUDGET FOR 1x6 T&G PRE -FINISHED PINE BOARDS. 2. PAINT ONE COAT OF'KILS' PRIMER/ SEALER AND TWO COATS OF LATEX ACRYLIC PER OWNER'S SELECTION. 3. ALL STORAGE CLOSETS, CLOSETS, PANTRY CLOSETS, ETC. SHALL RECEIVE THE SAME FINISH AS ADJACENT ROOMS UNLESS OTHERWISE SPECIFIED. 4. OWNER TO COORDINATE WITH THE G.C. ALL FLOOR & BATHROOM FINISH MATERIALS, LIGHTING & PLUMBING FIXTURES, ETC. 5. WOOD CEILINGS TO BE PAINTED WHITE. ALL T&G SEAMS TO BE CAULKED PRIOR TO PAINTING. 6. ALL WALLS SHALL BE 5/8" GYPSUM; THE SAME AS NOTED IN CEILINGS ABOVE. PER OWNER'S SELECTION, CERTAIN WALLS MAY BE 1x6 T&G PINE PAINTED, AS DIRECTED BY THE OWNER. FIVE-V GALVANIZED METAL ROOF BY 'GULF COAST METAL ROOFING' OR EQUAL INSTALLED PER MF'G SPECIFICATIONS GALVANIZED 6" HALF ROUND GUTTERS BY GALVANIZED 3" ROUND DOWNSPOUTS BY PAINTED PT PINE BRACKET -COORDINATE LOCATION OF RAFTERS 2x6 PT PINE FASCIA OVER 2x4 PT SUB- FASCIA- SEE DETAILS HARDY CEMENTIOUS BOARD SIDING (5" 6� EXPOSED) OVER 10 PT GROUNDS TAP - CON INTO CMU WALLS 1 1W THICK PAINTED PT TRIM BOARDS AT CORNERS TO RECEIVE HARDY BOARDS PAINTED PT TRIM WATER TABLE -SEE DETAILS AT SHEET A-5.0 9� SMOOTH PAINTED STUCCO FINISH 10 SMOOTH PAINTED STUCCO WATER TABLE COORDINATE WITH WINDOWS WHERE APPL. 11 STAINLESS CHIMNEY FLUE -SUPPORT WITH STAINLESS TURNBUCKLES & WIRE LINES 12 PRE-MF'G PVC RAILING CAPS AND BALLASTERS PAINTING OF THIS MATERIAL TBD 13 R-30 BATT INSULATION PRE -MANUFACTURED WOOD TRUSSES AT 24" OC 14 DESIGN FOR 175mph WINDS-2x6 TOP & BOTTOM CORDS 15 1X6 T&G PINE PANELING PAINTED -OWNER TO DETERMINE EXTENT 18 PAINTED PINE PANELING -OWNER TO DETERMINE EXTENT IN LIEU OF DW 17 ATTENTION TO SHEAR WALL STEEL PLACEMENT IN THESE AREAS -REFER TO STRUCTURAL WINDOW SCHEDULE DIMENSIONS DESIGN PRESS. w ENERGY RATING (D 7 0 a MATERIAL a T z Z g REMARKS D a p LL �z 5 w U 3: C1 w 2 O ON. _ z OA ALUM & GLASS 2 30 68 +43.99/ N 18-0503.01 1.05 .44 INCLUDING TRANSOM- -48.47 TINTED IMPACT 1 60 +43.99/ 48.47 1 54 112 +43.99/ -48.47 OD 2 91 51 +43.991 N -48.47 O 1 80 24 +43.99/ N 17-0615.01 FIXED TINTED IMPACT -48.47 O 1 30 68 +43.99/ N 18-0503.01 INCLUDING TRANSOM- 43.47 TINTED IMPACT G 4 30 68 43.99/4847 N O 1 45 20 +49.47/ N 17-0615.01 FIXED TINTED IMPACT 6457 +49.47/ O 1 30 58 N 18-0503.01 SINGLE HUNG EGRESS Z -64.57 1 3b 50 +49.47/ SINGLE HUNG EGRESS ,J 64.57 O 1 75 68 +43.99/ INCLUDING TRANSOM- 46.47 TINTED IMPACT © 1 30 68 +43.99/ -08.47 O 1 30 68 +43.99/ 48.47 O 6 30 60 +43.99/ -48.47 O 4 30 60 +49.477 -64.57 ALL WINDOWS SHALL COMPLY WITH THE 2017 FBC. SUBMIT SHOP DRAWINGS W/ RODUCT APPROVALS. ALL BEDROOM WINDOWS SHALL COMPLY W/ MIN. SECOND MEANS OF EGRESS PENING SIZE. ONE WINDOW FOR EA. BEDROOM. ALL WINDOWS SHALL BE PROVIDED WITH IMPACT RESISTANT GLASS. ALL WINDOWS SHALL BE INSTALLED IN COMPLIANCE W/ THE MFG'S NOA OPENI G SPECIFICATIONS. DOOR SCHEDULE DIMENSIONS DESIGN PRESS. ENERGY RATING O� a DESCRIPTION z= F- w w O � REMARKS a o_ w NOA# a U a 2i S N N o�a Lb 2< U 1 SINGLE LIGHT FRENCH 1 36 80 43.89/ NA 20-1007.08 1.05 W/ FIXED GLASS TRANSOM -48.47 .44 NOA #17-061&01 2 PAIRSINGLE 1 60 $0 43.99/ NA 20-1007.08 1.05 .44 LIGHT FRENCH 48.47 3 OVERHEAD DOOR 1 96 96 NA 49.471 20-0922.54 NA NA -64.57 4 OVERHEAD DOOR 1 96 96 NA 49.47/ 20-0922.54 NA NA -64.57 5 11 FLUSH METAL 1 36 96 NA NA NA NA NA 1 HOUR FIRE -RATED W/ SELF -CLOSER 6 WOOD FLAT PANEL 1 28 96 NA NA NA NA NA PRE -HUNG POPLAR-COXINTERIORS, CAMPBELLSVILLE, KY 7 8 32 9 WOOD FLAT 32 z PANEL -POCKET DR Z I WOOD FLAT PANEL 36 11 34 12 13 WOOD FLAT 32 PANEL -POCKET OR 14 PAIR SINGLE 60 80 .9 NA 20-1007.08 W/ FIXED GLASS TRANSOM LIGHT FRENCH -48.47 NOA #17-0615.01 15 PAIR SINGLE 60 VERIFY 9 NA . 20-100708 MUST FIT UNDER STAIR LIGHT FRENCH -48.47 LANDING 16 WOOD FLAT PANEL 34 96 NA NA NA NA NA 17 PAIR WOOD 48 FLAT PANEL 18 WOOD FLAT PANEL 20 19 32 20 34 21 PAIR WOOD 48 FLAT PANEL 22 WOOD FLAT PANEL 32 23 81-FOLD SINGLE LITE 144 80 49.4/ 17-1218A3 1.05 .44 -64.57 24 SINGLE LITE FRENCH 36 96 43 91 NA 20-1007.08 1.05 .44 SAFETY NOTES FOR DOORS CLOSETS AND BATHROOM REFER TO NFPA 101-CHAPTER 21. -EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET. -EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO PERMIT THE OPENINC OF THE LOCKED DOOR FROM THE INSIDE OF THE BATHROOM IN AN EMERGENCY. -ALL DOORS SHALL COMPLY WITH THE 2017 FBC. -ALL EXTERIOR DOORS SHALL COMPLY WITH CHAPT. 56; FORCED ENTRY. -ALL DOORS AND FIXED GLASS TO RECEIVE IMPACT RESISTANT GLAZING. -DOOR HARDWARE TO SELECTED BY THE OWNER. -DOOR MANUFACTURER TO SUBMIT NOA OPENING SPECIFICATIONS. 27-8" 9'-9" AO' -A vw wv A 1st FLOOR PLAN q1 SCALE:3/16"=1'-0" PRINTED March 5, 2021 wmarthur F:ART7y 0 • 8� AR0012074 u� S ,10 RED ARCN� ARCHITECT OF RECORD William F. Arthur AR-0012074 L m U _C � Q 2 M M -C .X in •` Q-C _O LL C (o N - O U a. 01 It ON RZI- ON Os M M f0 t0 �0 O O . ILL. ILL Cuj j U W N C N z� N o U N o O3: Co W M m N C CL W U N41-C C'41s z C Q C w In +O-, m :3 W a 2 ~ S En � Q w �0 w i` cL O n3 O CL N Z o 0 N Z 1 st FLOOR PLAN A-1.0 GALVANIZED METAL ROOF BY 'GULFCOAST METALS OVER 5/6 ' CDX PLY AND SECONDARY BARRIER 2x4 GROUNDS NAILED TO RAFT W/ (2) 20d NAILS THRU 1x6 KING BEAM _ +37.75' NAVD 41 - 3x8 RAFTERS -SEE STRUCTURAL 8x12 CONC TIE BEAM -SEE STRUCTURAL HARDY SIDING ON 1x4 pt GROUNDS AND 8" CMU -- i. SEE STRUCTURAL FOR SLAB DETAILS 3rd LEVEL +29.75' R-30 BATT INSULATION FRAME DOWN CEILING AT SECOND LEVEL CAMBERED TRUSS Q 24" OC F W/ 2x6 TOP & BOTTOM CORDS PAINTED T&G PANELING 2nd LEVEL 6" CONC STRUCT SLAB - REFER TO STRUCTURAL FINISH WALL OVER 4.2 FOIL BACKED INSULATION -REFER TO PROJECT BOOKLET AND ENERGY CALCULATIONS 8" CMU INTERIOR BEARING WALL 5" CONC SLAB OVER 6 MIL VAPOR BARRIER - PRE -TREATMENT FOR TERMITE W/ CERTIFICATE REQUIRED 1st LEVEL +8.75' CONC FOOTING - REFER TO STRUCTURAL _ TOP OF FOOTING 5.10' p WALL SECTION A2 SCALE: 3/16"=1'-0" FIRESTONE ROOFING UNDERLAYMENT (SEE NOA IN PROJECT BOOKLET) OVER MIN. 5/8" CDX PLYWOOD GALV. EAVES DRIP-S REW DOWN INTEGRAL W/ GALV 5-V ROOFING PANELS AS PER MF'G 6" OC AT EDGES -(SEE OA IN PROJECT BOOKLED T) q - PT 2X6 FASCIA PAINT WHITE / 1QNOTE #8 � GALV 6" HALF-ROUI ID GUTTER -PT 2X4 FASCIA PAINT ED WHITE 6 C 4.0 I 4 A -64 7r 84 57 - - —4 MECH EQUIP 6" ABOVE i� 3 GRADE --...__...__..._i 64 57 43:99/ 48.47 Aii 4947/ 4399/ 43.99/ Ng @I 49.47/: 64.57 -4847 -48.47 tl 64.57 0. Q 43 99/ 49 47/ 4847 6457 4399/ as 47 T 43.996 -48.47 VJ _i g WEST ELEVATION q2 SCALE: 3/16"=1'-0" 43 99r 847 li C NORTH ELEVATION A2 SCALE: 3/16"=1'-0" FIVE-V GALVANIZED METAL ROOF BY 'GULF COAST METAL ROOFING' OR EQUAL INSTALLED PER MF'G SPECIFCATIONS GALVANIZED 6" HALF ROUND GUTTERS BY GALVANIZED 3" ROUND DOWNSPOUTS BY PAINTED PT PINE BRACKET -COORDINATE LOCATION OF RAFTERS 2x6 PT PINE FASCIA OVER 2x4 PT SUB- FASCIA- SEE DETAILS 1 6� STUCCO TO SIMULATE LAP BOARD SIDING NOTE #7 Q1 1/4" THICK PAINTED PT TRIM BOARDS AT CORNERS TO RECEIVE HARDY BOARDS p ,� ✓�� NOTE#7 9 8i PAINTED PT TRIM WATER TABLE -SEE DETAILS AT SHEET A-5.0 SMOOTH PAINTED STUCCO FINISH 10 SMOOTH PAINTED STUCCO WATER TABLE COORDINATE WITH WINDOWS WHERE APPL. 11 STAINLESS CHIMNEY FLUE -SUPPORT WITH STAINLESS TURNBUCKLES & WIRE LINES 12 PRE-MF'G PVC RAILING CAPS AND BALLASTERS PAINTING OF THIS MATERIAL TBD 13 R-30 BATT INSULATION TO COMPLY W/ SECTION 302.10 OF THE FRBC 2020, 7th EDITION, PRE -MANUFACTURED WOOD TRUSSES AT 24" OC 14 DESIGN FOR 175mph WINDS-2x6 TOP & BOTTOM CORDS 15 1x6 T&G PINE PANELING PAINTED -OWNER TO DETERMINE EXTENT �g PAINTED PINE PANELING -OWNER TO DETERMINE EXTENT IN LIEU OF DW 17 ATTENTION TO SHEAR WALL STEEL PLACEMENT IN THESE AREAS -REFER TO STRUCTURAL 18 STUCCO STOP -SEE DETAIL E/A2.0 i i i i i i i EQ. 1; N leo E STUCCO STOP DT'L A2 SCALE: NTS q 2nd FLOOR PLAN q2 SCALE:3/16"=1'-0" #7 PRINTED March 3, 2022 obi OR wmarthur ARCHITECT OF RECORD William F. Arthur AR-0012074 L 2 s LS = M ILI— O M tf � Q - O LL E c0 N � � N O u —> �y N C d. 01 dON ' M M O O 0 _ LL LL c> O > -0 0 m �s w m Ns M zo m o U (1)) O m c v � •V Z + C -C C •a Q t w V 7 C Cz3 •U U Q c Q-C wa��W2�� 0 O 00 t of EL 0L-N 0 Z O0N �M 0 Z 2nd FLOOR PLAN d pI 0 Edg&2.0 GALVANIZED METAL ROOF BY 'GULFCOAST METALS OVER 5/8" CDX PLY AND SECONDARY BARRIER 2x4 GROUNDS NAILED TO RAFTERS W/ (2) 20d NAILS THRU 1x6 DECKING C I TIE BEAM 6 A4.0 _37.25' NAVD I i -3x8 RAFTERS -SEE STRUCTURAL 8x12 CONC TIE BEAM -SEE STRUCTURAL �I l�� 4399/ ICI Y rt -48A7 - HARDY SIDING ON 1x4 pt GROUNDS AND B" CMU SEE: -- R-30 BATT INSULATION FRAME DOWN CEILIN, SECOND LEVEL CAMBERED W/ 2x6 TOP 6" CONC REFER T( FINISH W INSULATII BOOKLET 8" CMU IN 5" CONC VAPOR B/ PRE-TRE) TERMITE REQUIREI CONC FOOTING - REFER TO STRUCTI p WALL SECTION A2 SCALE:3/16"=1'-0" 49.47/ II 43.99/ 43.991 49 47/ -64.57 III -4847 -48.47 64.57 FIVE-V GALVANIZED METAL ROOF BY 'GULF COAST METAL ROOFING' OR EQUAL INSTALLED PER MF'G SPECIFCATIONS GALVANIZED 6" HALF ROUND GUTTERS BY GALVANIZED 3" ROUND DOWNSPOUTS BY PAINTED PT PINE BRACKET -COORDINATE LOCATION OF RAFTERS 2x6 PT PINE FASCIA OVER 2x4 PT SUB- FASCIA- SEE DETAILS HARDY CEMENTIOUS BOARD SIDING (5" 6� EXPOSED) OVER 1x3 PT GROUNDS TAP - CON INTO CMU WALLS 1 1/4" THICK PAINTED PT TRIM BOARDS AT CORNERS TO RECEIVE HARDY BOARDS PAINTED PT TRIM WATER TABLE -SEE DETAILS AT SHEET A-5.0 9� SMOOTH PAINTED STUCCO FINISH 10 SMOOTH PAINTED STUCCO WATER TABLE COORDINATE WITH WINDOWS WHERE APPL. 11 STAINLESS CHIMNEY FLUE -SUPPORT WITH STAINLESS TURNBUCKLES & WIRE LINES 12 PRE-MF'G PVC RAILING CAPS AND BALLASTERS PAINTING OF THIS MATERIAL TBD 13 R-30 BATT INSULATION PRE -MANUFACTURED WOOD TRUSSES AT 24" OC 14 DESIGN FOR 175mph WINDS-2x6 TOP & BOTTOM CORDS 15 1x6 T&G PINE PANELING PAINTED -OWNER TO r1C7F0AAIAIG GYTCAIT V wmarthur �p.M"F.AR? 0 O w 8� AR0012074 RfD"ARCH\ ARCHITECT OF RECORD William F. Arthur AR-0012074 L m H--+ U S � Ln Q = M � O M i Q s O 1 LL E c) In � — � N O N � C N O', O� 1- �t cM M L UO •L O •L O LL LL c> N m j"O M T,m to U s U)V w Q L N V N z N O U 0`) 0 O p0 In rp CO c W C UQ W 13 N _ ++ 7 _ U o Q 'o i 0) a 'Cw � L t Q0 o � (0 0 aD_N ZOQN Z 2nd FLOOR PLAN A-2.0 REFER TO STRUCTURAL FOR BEAM DETAILS ------ 8" CMU TIE BEAM 1- +37.75' NAVD (37.25'-5.76=31'-6" ABOVE GRADE) PT PAINTED BRACKET 3rd LEVEL +29.75' -- -- -- FIVE-V GALVANIZED METAL ROOF OVER 'FIRESTONE' SECONDARY MEMBRANE & 5/8" CDX PLYWOOD 2x4. GROUNDS (/? 16"OC -- R-10.POLYISOINSULATION PAINTED 1x6 T&r; PINE DECKING ENTRY TIE BEAM i+21.75' +- -COORDINATE FINISHES WITH OWNER SELECTIONS —REFER TO STRUCTURAL FOR FOOTING DETAILS p WALL SECTION A3 SCALE:3/16"=1'-0" 2nd LEVEL +19.25' 1st LEVEL +8.75' FOOTING AT L !3 49.411-64.57 mile r I I I I I I I 0 4399/ � -ae a7 I I I I I I 17 i ------------------- C 43 99/ -48 47 B rSEE STAIRCASE DETAILS A40 I SHEETA4.0 I 1 I fl P#7 NO g EAST ELEVATION A3 SCALE:3/16"=1'-0" I I 43,991 43 i i i 501 � C SOUTH ELEVATION A3 SCALE:3/16"=1'-0" - - 12 BALCONY DECK & THIRD LEVEL OBSERVATION ROOM SHALL BE WATERPROOFED USING THE'MAPEI' BALCONY WATERPROOFING SYSTEM. REFER TO MF'G RECOMMENDATIONS FOR INSTALLATION.L F-1 ' CONCRETE FLOOR STRUCTURE MAPEBOND 700 MAPETHENE HT 0 MAPEDRAIN 30 I i MODIFIED MORTAR BED i 06 MAPELASTIC 315 i KERABOND T/ KERALASTIC SYSTEM Og PORCELAIN OR STONE TILE i ULTRA CARE PENETRATING PLUS — — — — — — STONE, TILE & GROUT SEALER \ i i I v L v Lf --- \ 1 \ SEE ENLARGED DETAIL FOR COLUMNS/ WINDOWS SHEET A-5.0 U GRADING R1 FIVE-V GALVANIZED METAL ROOF BY 'GULF COAST METAL ROOFING' OR EQUAL INSTALLED PER MF'G SPECIFCATIONS GALVANIZED 6" HALF ROUND GUTTERS BY QGALVANIZED 3" ROUND DOWNSPOUTS BY PAINTED PT PINE BRACKET -COORDINATE LOCATION OF RAFTERS 2x6 PT PINE FASCIA OVER 2x4 PT SUB- FASCIA- SEE DETAILS 6� STUCCO TO SIMULATE LAP BOARD SIDING 1 1/4" THICK PAINTED PT TRIM BOARDS AT CORNERS TO RECEIVE HARDY BOARDS PAINTED PT TRIM WATER TABLE -SEE DETAILS AT SHEET A-5.0 9� SMOOTH PAINTED STUCCO FINISH 10 SMOOTH PAINTED STUCCO WATER TABLE COORDINATE WITH WINDOWS WHERE APPL. 11 STAINLESS CHIMNEY FLUE -SUPPORT WITH STAINLESS TURNBUCKLES & WIRE LINES 12 PRE-MF'G PVC RAILING CAPS AND BALLASTERS PAINTING OF THIS MATERIAL TBD 13 R-30 BATT INSULATION TO COMPLY W/ SECTION 302.10 OF THE FRBC 2020, 7th EDITION. PRE -MANUFACTURED WOOD TRUSSES AT 24" OC 14 DESIGN FOR 175mph WINDS-2x6 TOP & BOTTOM CORDS 15 1x6 T&G PINE PANELING PAINTED -OWNER TO DETERMINE EXTENT 16 PAINTED PINE PANELING -OWNER TO DETERMINE EXTENT IN LIEU OF DW 17 ATTENTION TO SHEAR WALL STEEL PLACEMENT IN THESE AREAS -REFER TO STRUCTURAL 18 STUCCO STOP -SEE DETAIL E/A2.0 it � 3rd LEVEL \ _-j-----(----7r— q 3rd FLOOR PLAN 11�A3 SCALE:3/16"=1'-0" PRINTED March 3, 2022 wmarthur ARCHITECT OF RECORE William F. Arthu AR-0012074 U (6 s L Lr) Q = M � � M X _0 t _O Q � LL Lo n C U O N � C O>_ Cr Cr- d• M o O u_ v � Z c > 0 m S v� -C ZX N v m o �' U a O 3: Co V) C[ 1 C) •+,J t U C � •4--- Q C w -a M R oS F UI Q } C Q w Q d- w d 0 0 0 z C a CL N z o 0 n 3rd FLOOR PLAT Grt GOT&O0 REFER TO STRUCTURAL FOR BEAM DETAILS --- 8" CMU -- TIE BEAM 25' (37h 37.25'-5. PT PAINTED BRACKI 3rd LEVEL +29.25' FIVE-V GALVANIZED METAL ROOF OVER FIRESTONE'SECONDARY MEMBRANE & 5/8" CDX PLYWOOD 2x4 GR'IOUNI)S @ 16"OC J / R 10 POLYI`,O INSULATION PAINTED I T&G PINE DECKING / ENTRY TIE BEAM \_1_\++221.25' +- Y, - I I rd I 2nd LEVEL +18.75' COORDINATE FINISHES 7 WITH OWNER SELECTIONS i 1st LEVEL 3 �8.25 x �—IIII—'III IIII-IIII IIII IIII—IIII IIII - I=IIII IIII II IIII IIII IIII IIII-IIII IIII IIII-IIII III IIII=IIII IIII IIII IIII IIII III I=IIII IIII II 11 IIIIIIII IIII IIII IIII III IIII-IIII-III II-IIII IIII-IIII II IIII-III FOOTING �=111 llll 1=llL-IIII ull-IILI=IILI-lul IIII ull IIII-IIII_III 111_III_IIII_IIII-11II_lul_II II-IIII II 5.10' F _ _ REFER TO STRUCTURAL FOR FOOTING DETAILS p WALL SECTION A3 SCALE:3/16"=1'-0" 43.9U/ 48.4! O II10111Im 43.99/ -48A7 W g EAST ELEVATION A3 SCALE:3/16"=1'-0" P5749.457/ EGRESSSj, C SOUTH ELEVATION A3 SCALE:3/16"=1'-0" FIVE-V GALVANIZED METAL ROOF BY `GULF COAST METAL ROOFING' OR EQUAL INSTALLED PER MF'SPECTCATIONS GALVANIZED 6" HALF ROUND GUTTERS BY GALVANIZED 3" ROUND DOWNSPOUTS BY PAINTED PT PINE BRACKET -COORDINATE LOCATION OF RAFTERS 2x6 PT PINE FASCIA OVER 2x4 PT SUB- FASCIA- SEE DETAILS HARDY CEMENTIOUS BOARD SIDING (5" EXPOSED) OVER 1x3 PT GROUNDS TAP - CON INTO CMU WALLS 1 1/4" THICK PAINTED PT TRIM BOARDS AT CORNERS TO RECEIVE HARDY BOARDS PAINTED PT TRIM WATER TABLE -SEE DETAILS AT SHEET A-5.0 �9 SMOOTH PAINTED STUCCO FINISH 10 SMOOTH PAINTED STUCCO WATER TABLE COORDINATE WITH WINDOWS WHERE APPL. 11 STAINLESS CHIMNEY FLUE -SUPPORT WITH STAINLESS TURNBUCKLES & WIRE LINES 12 PRE-MF'G PVC RAILING CAPS AND BALLASTERS PAINTING OF THIS MATERIAL TBD 13 R-30 BATT INSULATION PRE -MANUFACTURED WOOD TRUSSES AT 24" OC 14 DESIGN FOR 175mph WINDS-2x6 TOP & BOTTOM CORDS 15 1x6 T&G PINE PANELING PAINTED -OWNER TO DETERMINE EXTENT 16 PAINTED PINE PANELING -OWNER TO DETERMINE EXTENT IN LIEU OF DW 17 ATTENTION TO SHEAR WALL STEEL PLACEMENT IN THESE AREAS -REFER TO STRUCTURAL SEE ENLARGED DETAIL FOR COLUMNS/ WINDOWS SHEET A-5.0 !kI q 3rd FLOOR PLAN A3 SCALE: 3/16"=1'-0" 0o1 wmar& AR001207 ARCHITECT OF R William F. .t AR-0012 L m u U t u Q '� Cy 2 c+' � O � ' X -t s t C 1 LL E N u � � 4 O 0 C N r a �� V 01 M O O .LL U C m � t (N z IY N O O > m tn a 0 U z' C s o < C to Q _ 0 w O QO t t w a�N 0 Zoof 3rd FLOOR PRINTED March 5, 2021 A-3. ( TIE BEAM *7.75' N 3rd LEVEL +29.75' ---- 2nd LEVEL +19.25 ---- fL 4� }4 �fl�.ff •} { U STAINLESS STEEL WIRE AND POST RAIL SYSTEM- BOREPOSTTHROUGH FINISH MATERIAL & CONC. & SET IN EPDXY REFER TO STRUCTURAL & PROJECT BOOKLET FOR COLLAR TIE DESIGN 4 w Q o -- I' -STUCCO STOP - p & COUNTER FLASH u. SS WIRE HANDRAIL MAX <4.0" OC \---POUREDCONC STAIRCASE 1 ` WITH OWNER ELECTED _ —_ _- iJ , FINISH -REFER TO STRUCTURAL .-.-. o 0 FOR DETAILS - a f it w e''� f dl d'.� I I I 8"CMUAS e 1 HOUR FIRE 4 RATED WALL _ 1 BELOW STAIR a I �..I CHECK LENGTH OF John Deere \. zll ar R, FOR THIS DIMENSION _ 1st LEVEL +8.75' STORAGE LEVEL 4 .. 4.;o 4 id o Q 4 e 4 +7.58' 1 4 4 e o C STAIRCASE DETAILS A4 SCALE:3/16"=1'-0" FIVE-V GALVANIZED METAL ROOF BY 'GULF COAST METAL ROOFING' OR EQUAL INSTALLED PER MF'G SPECIFICATIONS GALVANIZED 6" HALF ROUND GUTTERS BY GALVANIZED 3" ROUND DOWNSPOUTS BY PAINTED PT PINE BRACKET -COORDINATE LOCATION OF RAFTERS 2x6 PT PINE FASCIA OVER 2x4 PT SUB- FASCIA- SEE DETAILS 6� STUCCO TO SIMULATE LAP BOARD SIDING 1 1/4" THICK PAINTED PT TRIM BOARDS AT CORNERS TO RECEIVE HARDY BOARDS PAINTED PT TRIM WATER TABLE -SEE DETAILS AT SHEET A-5.0 9� SMOOTH PAINTED STUCCO FINISH 10 SMOOTH PAINTED STUCCO WATER TABLE COORDINATE WITH WINDOWS WHERE APPL. 11 STAINLESS CHIMNEY FLUE -SUPPORT WITH STAINLESS TURNBUCKLES & WIRE LINES 12 PRE-MF'G PVC RAILING CAPS AND BALLASTERS PAINTING OF THIS MATERIAL TBD 13 R-30 BATT INSULATION TO COMPLY W1 SECTION 302.10 OF THE FRBC 2020, 7th EDITION. PRE -MANUFACTURED WOOD TRUSSES AT 24" OC 14 DESIGN FOR 175mph WINDS-2x6 TOP & BOTTOM CORDS 15 1x6 T&G PINE PANELING PAINTED -OWNER TO DETERMINE EXTENT 16 PAINTED PINE PANELING -OWNER TO DETERMINE EXTENT IN LIEU OF DW 17 ATTENTION TO SHEAR WALL STEEL PLACEMENT IN THESE AREAS -REFER TO STRUCTURAL 18 STUCCO STOP -SEE DETAIL E/A2.0 TYPICAL RETENTION SWALE GARAGE LEVEL +7.58' REFER TO CIVIL DWGS. FOR GRADING PLAN FILL on t nR V V 1Vl I tic 2 REFER TO STRUCTURAL FOR FOUNDATION DESIGN NOTE #13 REFER TO WALL TYPES ON SHEET A1.0 �♦ • PORCELEAN TILE OVER 5/8" CEMENTOUS BOARD .040" PVC SHOWER PAN PER MFGR SPECS 2% MIN SLOPE TOWARD DRAIN PT 2x6 BLOCKING AT PERIMETER .040" PVC TO EXTENT ENTIRE AREA OF MASTER BATHROOM P MUD BED SLOPE TO DRAIN EXIST. 2" TRAP IN OR UNDER EXIST CONCFLOOR D SHOWER PAN & TILE BACKER DETAIL A4 SCALE: NTS DETERMINE EXTEND ) PINE WALL FINISH PRINTED March 3, 2022 N a 0 z Z W O U C7 Z J M m of W a- o W w w wmarthur E� �Oi1p0 A AR0012074 ri D AR,�4i ARCHITECT OF RECORD William F. Arthur AR-0012074 i m ate-+ U s s U LLr1 Q = M � � M -C ,X -Ct o 0 <( Ej U_ E Ln N � U — C:) � j C M M M M 0 U_ n _O LL � m c6 Tm N Z Ln U U 0) o U a o O DO c MM c U � '+U-., s c -.p z C U Q C -C W _u LU N Q cY t W 0 0 CD p z 0 p a 0- N Z 0 0 N Z SECTIONS/ DETAILS A-4.0 Gam`