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HomeMy WebLinkAboutBUILDING PLAN PAGE 1-151Vi V � L J 1 b�QQ <y owl ARCHITECTURE CIVIL ENGINEERING EWEN RESIDENCE CUSTOM HOME ADDITION 3244 RIVER DR, FORT PIERCE, FLORIDA, 34981 PARCEL ID: 2430-502-0012-000-5 OWNER'S REPRESENTATIVE: NAME: NICHOLAS & LILLIAN EWEN PHONE: 772-466-0955 EMAIL: EWEN NH10YAHOO.COM A STRUCTURAL ENGINEERING ISSUED FOR PERMIT 9/4/2018 �" :xe �, .' . �>H3z{K�zs�*.._ a' e�� •`�,.,:. � �m�, a vY�,$,�� �,�,.4a �e .V...w 3.„ ,.z„a .r'�'° � e, ua �a c�? '..,s" z r� r MEP ENGINEERING LANDSCAPE ARCHITECTURE Is FIRE SPRINKLER ENGINEERING GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC COA#30250,AA#26003565 502 NW 2ND STREET, OKEECHOBEE, FLORIDA 34972 P: (863) 467-1111, F: (863) 582-9574 WWW.GDCFLORIDA.COM SCANNED BY St Lucie County REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC SITE LOCATION I ADDRESS 3244 RIVER DR, FORT PIERCE, FLORIDA,34981 PARCEL ID: 2430-502-0012-000-5 OWNER: NICHOLAS & LILLIAN EWEN OWNER'S ADDRESS: 3244 RIVER DR. FORT PIERCE FL 34981 OWNER'S CONTACT: 772.466-0955 EWENNH1@YAHOO.COM CONSTRUCT ONE (1) ADDITION/RENOVATION ON AN EXISTING; DEVELOPED RESIDENTIAL LOT IN SAINT LUCIE COUNTY FLORIDA. STRUCTURE COMPLIES W/ FBC R301.2, AS IS "NEGLIGIBLE" TO DAMAGE FROM WEATHERING, AND IS CLASSIFIED AS "VERY HEAVY" TO DAMAGE FROM TERMITE(S). JURISDICTION: ST. LUCIE COUNTY PLANNING AND DEVELOPMENT DEPARTMENT PHONE: 772.462-2822 BUILDING CODES IN EFFECT: FLORIDA BUILDING CODE 6TH EDITION (2017) BUILDING FLORIDA BUILDING CODE 6- EDITION (2017) RESIDENTIAL FLORIDA BUILDING CODE 6TH EDITION (2017) PLUMBING FLORIDA BUILDING CODE 6- EDITION (2017) MECHANICAL FLORIDA BUILDING CODE 6TH EDITION (2017) ENERGY CONSERVATION FLORIDA BUILDING CODE 6TH EDITION (2017) EXISTING FLORIDA BUILDING CODE 6TH EDITION (2017) ACCESSIBILITY 2014 NATIONAL ELECTRIC CODE (NEC) FLORIDA FIRE PREVENTION CODE 6TH EDITION OCCUPANCY USE: "R-W RESIDENTIAL SPRINKLERED: NO BUILDING DESIGNED: ENCLOSED CONSTRUCTION TYPE: III-B ULTIMATE WIND SPEED: V (ULT)170 MPH NOMINAL WIND SPEED: V (ASO)132 MPH EXPOSURE: C RISK CATEGORY: II INTERNAL PRESSURE COEFFICIENT: +/-0.18 ADJUSTMENT FACTOR FOR HEIGHT AND EXPOSURE: 1.21 IMPORTANCE FACTOR: 1.0 MEAN ROOF HEIGHT: 15'-10" ROOF PITCH: 12:12 COMPONENTS AND CLADDING PRESSURES: ROOF ZONES: 1. -34.6 PSF 2. -73.2 PSF 3. -73.2 PSF WALL ZONES: SEE ELEVATIONS LOADS: FLOOR: 40 PSF ROOFIDEAD: 10 PSF ROOFILIVE: 30 PSF BEARING PRESSURES: MINIMUM SOIL BEARING PRESSURE: 2500 PSF PRESUMPTIVE SOIL BEARING PRESSURE: 2500 PSF LOT IS RIVER OAK ESTATES LOT 12 (1.17 AC) (OR 3158-533) FLOOD ZONE: AE BASE FLOOD ELEVATION: 12' ZONE CLASSIFICATION: XXX LAND AREA: 50,965 SOFT NEIGHBORHOOD: N/A MARKET: XXX DOR USE CODE: 0100 TAX DISTRICT: XXX SIT/R: 30/35S/40E SETBACKS: FRONT 25' REAR 15' LEFT 10' RIGHT 10' REPRODUCTION OF THE ILLUSTRATION AND WORKING DRAWINGS OF THESE PLANS, EITHER IN WHOLE OR IN PART, INCLUDING ANY FORM AND/OR PREPARATION OF DERIVATIVE WORKS THEREOF, FOR ANY REASON WITHOUT PRIOR WRITTEN PERMISSIONS STRICTLY PROHIBITED. THE PURCHASE OF A SET OF PLANS IN NO WAY TRANSFERS ANY COPYRIGHT OR OTHER OWNERSHIP INTEREST IN IT TO THE BUYER EXCEPT FOR A LIMITED LICENSE TO USE THAT SET OF PLANS FOR THE CONSTRUCTION OF ONE, AND ONLY ONE, UNIT. THE PURCHASE OF AN ADDITIONAL SET(S) OF THAT PLAN AT A REDUCED PRICE FROM THE ORIGINAL SET OR AS PART OF A MULTIPLE SET PACKAGE DOES NOT CONVEY TO THE BUYER A LICENSE TO CONSTRUCT MORE THAN ONE UNIT. THIS IS ALSO THE CASE WITH REPRODUCIBLE VELLUM, CAD DISKS OR ANY MULTIMEDIA. SIMILARLY, THE PURCHASE OF REPRODUCIBLE VELLUM CARRIES THE SAME COPYRIGHT PROTECTION AS MENTIONED ABOVE. IT IS GENERALLY ALLOWED TO MAKE COPIES FOR THE CONSTRUCTION OF A SINGLE UNIT ONLY. TO USE ANY PLANS MORE THAN ONCE, AND TO AVOID ANY COPYRIGHT LICENSES INFRINGEMENT, IT IS NECESSARY TO CONTACT THE PLAN DESIGNER TO RECEIVE A RELEASE AND A LICENSE FOR ANY EXTENDED USAGE. THE DESIGNER WILL MAKE SPECIAL PROVISIONS FOR PLAN USAGE WITHIN DEVELOPMENTS WHEN PREVIOUS ARRANGEMENTS HAVE BEEN MADE DIRECTLY WITH THE DESIGNER. WHEREAS A PURCHASER OF REPRODUCIBLE IS GRANTED LICENSE TO MAKE COPIES, IT SHOULD BE NOTED THAT AS COPYRIGHT MATERIAL, MAKING PHOTOCOPIES FROM BLUEPRINTS IS ILLEGAL. COPYRIGHT AND LICENSING OF PLANS FOR CONSTRUCTION EXIST TO PROTECT ALL PARTIES. IT RESPECTS AND SUPPORTS THE INTELLECTUAL PROPERTY OF THE ORIGINAL ARCHITECT, ENGINEER, OR DESIGNER. COPYRIGHT LAW HAS BEEN REINFORCED OVER THE PAST FEW YEARS. WILLFUL INFRINGEMENT COULD CAUSE SETTLEMENTS FOR STATUTORY DAMAGES UP TO $150,000.00 PLUS ATTORNEY FEES, DAMAGES AND LOSS OF PROFITS. 1. DRAWINGSARE NOT TO BESC4LED. ON SITE VERIFICATION OFALL DIMEN51ONSAND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR, AND ALL NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 2. CONTRACTOR TO VER/FYALL DIMENSIONS& ADVISE ENGINEER OFANY DISCREPANCIES, CONSTRUCTION SHALL NOT PROCEED UNTIL SAID DISCREPANCIES HAVE BEEN RESOLVED AND APPROVED BY ENGINEER. 3. NO MATERIALS OR SYSTEMSARE TO BE FABRICATED UNTIL: A. ALL DIMENSIONS HAVE BEEN VERIFIED BY THE CONTRACTOR. B. SHOP DRAWINGS HAVE BEEN REVIEWED AND ACCEPTED BY THE ENGINEER. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL BEFORE COMMENCING FABRICATION AND/OR INSTALLATION OF ALL APPLICABLE ITEMS OF CONSTRUCTION. ALL SHOP DRAWINGS DIMS SHALL BE FIELD VERIFIED, REVIEWED AND APPROVED BY CONTRACTOR BEFORE SUBMITTAL. INCOMPLETE SHOP DRAWINGS OR LACKING SUFFICIENT INFORMATION WILL BE RETURNED WITHOUT REVIEW. ALL SHOP DRAWINGS REQUIRE APPROVAL IN THE CITY. CONTRACTOR TO SUBMITA MINIMUM OF FIVE (5) SETS OF COMPLETE SHOP DRAWINGS OR AS SUBMITTALS FOR APPROVAL BEFORE COMMENCING FABRICATION AND/OR INSTALLATION OF ALL APPLICABLE ITEMS OF CONSTRUCTION. ALL SHOP DRAWING DIMENSIONS SHALL BE FIELD VERIFIED, REVIEWED AND APPROVED BY THE CONTRACTOR BEFORE SUBMITTAL, AND SO NOTED. RE -REVIEW BY ARCHITECT OR ENGINEER REQUIRED BY SUBMITTAL NOT EVALUATED ANDAPPROVED BY CONTRACTOR SHALL BE PAID FOR BY THE CONTRACTOR ON HOURLY RATES ESTABLISHED IN ARCHITECTS CONTRACT FOR SERVICES FOR THIS PROJECT. 4. PLANS AS DESIGNED ARE THE SOLE PROPERTY OF GREEN DESIGN CONSTRUCTION & DEVELOPMENT, UCANO MAY NOT BE USED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN CONSENT OF GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC OR ITS DULY AUTHORIZED REPRESENTATIVES. PLANS MAY BE PURCHASED SEPARATELY BY CONTACTING GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC @ (863) 467-1111. 5. THE ENGINEER WILL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OR CHARGE OF CONSTRUCTION METHODS, TECHNIQUES, PROGRAM, SEQUENCES OR PROCEDURES OR FOR THE SAFETY PRECAUSTIONSAND PROGRAMS IN CONNECTION WITH THE WORK. HE OR SHE WILL NOT BE RESPONSIBLE FOR THE CONTRACTORS FAILURE TO CARRYOUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE ENGINEER SHALL NOT HAVE CONTROL, CHARGE OR BE RESPONSIBLE FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUB- CONTRACTORS, OR ANY OF THEIR AGENTS OR EMPLOYEES OR ANY OTHER PERSON PERFORMING ANY OF THE WORK ON THE JOBSITE. 6. THE STRUCTURAL ENGINEER OF RECORD IS NOT RESPONSIBLE FOR THE DESIGN OF STEEL STAIRS, HANDRAILS, CURTAIN WALL5, WINDOWS, PRECAST CLADDING, COLD -FORMED METAL FRAMING, OR OTHER SYSTEMS NOT SHOWN IN THE STRUCTURAL DOCUMENTS. SUCH SYSTEMS SHALL BE DESIGNED, FURNISHED, AND INSTALLED BY OTHERS AS REQUIRED IN OTHER PORTIONS OF THE CONTRACT DOCUMENTS. Z CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL BUILDING CODES. PERMIT SHALL BEPOST ED ON A VISIBLE PLACE AT ALL TIMES. B. ALL WORK, MATERIALS AND EQUIPMENT UTILIZED IN THIS PROJECT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 9. ALL WORK FOR THIS PROJECT SHALL CONFORM TO STANDARDS PUBLISHED BY RECOGNIZED PROFESSIONAL ANO INDUSTRY ORGANIZATIONS AS PER FBC. 10. ALL MATERIALS USED SHALL BE NEW DELIVERED TO THE JOB IN ORIGINAL SEALED CONTAINERS BEARING ORIGINAL MANUFACTURERS LABELS. 11. BEFORE COMMENCING WITH THE WORK, THE CONTRACTOR SHALL FILE WITH THE OWNER CURRENT INSURANCE CERTIFICATIONS IN THEAMOUNTS REQUESTED BY THE OWNER FOR WORKMAN COMPENSATION, COMPREHENSIVE GENERAL LIABILITY, BODILY INJURY AND PROPERTY DAMAGE. IT IS THE INTENTION OF THE PARTIES THAT CONTRACTOR SHALL IDENTIFY THE OWNER AND ARCHITECT FOR ANYAND ALL COSTS, CLAIMS, SUITES, AND JUDGMENTS FOR PROPERTY DAMAGEAND PERSONAL INJURY, ARISING OUT OF THE WORK CONTRACTOR. 12. THE CONTRACTOR SHALL COORDINATE THE WORK OFALL TRADES: STRUCTURAL, PLUMBING, FIRE PROTECTION, ELECTRICAL & AIR CONDITIONING AT THE TIME THE WORK IS PERFORMED ON THIS STRUCTURE. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE PRIOR TO BIDDING AND FAMILIARIZING HIMSELF WITH ALL EXISTING CONDITIONS AFFECTING THE WORK, INCLUDING BUT NOT LIMITED TO PRIVATE AND PUBLIC UTILITIES, ON AND OFF SITE, ACCESS ROADS AND OTHER SUPPORT FACILITIES. 14. THE CONTRACTOR HAS THE SOLE RESPONSIBILITY OF DETERMINING THE ERECTION PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, TEMPORARY BRACING GUYS, FALSE WORK OR CRIBBING THAT MAY BE NECESSARY TO STABILIZE THE STRUCTURE DURING ERECTION, UNDER ALL LOADING CONDITIONS. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. 15. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL DRAWINGS FOR INSERTS SLEEVES, CURBS, PADS, ETC, THATAFFECTSTRUCTURAL WORK. 16. CONTRACTORSHALL VERIFYALL EXISTING UTILITIESSHOWN IN THECIVILSHEETS PRIOR TO THE EXCAVATION FOR THE BUILDING FOUNDATIONS. THE STRUCTURAL ENGINEER SHALL BE NOTIFIED OF POTENTIAL CONFLICTS BETWEEN THE FOUNDATIONS AND ANY BURIED UTILITY PIPES. I CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO ORDERING ANY MATERIALS, AND SHALL IMMEDIATELY NOTIFY THE ENGINEER WHERE CONDITIONS MAY VARY FROM WHATARE SHOWN ON THE DRAWINGS. 18. WHERE A DETAIL IS LABELED "TYPICAL " ON THE STRUCTURAL DRAWINGS ITSHALL APPLY TO ALL SAME OR SIMILAR CONDITIONS ON THE PROJECT. 19. CONTRACTOR SHALL NOTIFYARCHITECT/ENGINEER FOR CLARIFICATION PRIOR TO BIDDING OF ANY DISCREPANCIES BETWEEN, BUT NOT LIMITED TO T HEARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. ANY DISCREPANCIES AFTER BIDDING SHALL BE INTERPRETED AS IF IT WAS BID BASED ON THE MOST EXPENSIVE METHOD OR FINISH. 20. CONTRACTOR TO OBTAIN WRITTEN APPROVAL FROM OWNER AND ARCHITECT/ENGINEER PRIOR TO ANY CHANGES OR DEVIATION FROM CONTRACT DOCUMENTS. 21. SUBSTANTIAL COMPLETION SHALL BE ATTAINED WHEN ALL PHASES OF THE WORK ARE COMPLETED EXCLUDING ALL FINAL PUNCH LISTS ITEMS, REGARDLESS OF OWNERS USAGE OR OCCUPANCY OF THE IMPROVEMENT. 22. UNDER NO CIRCUMSTANCES WILL ASSUMPTIONS BY THE CONTRACTOR BE CONSIDERED THE DESIGN INTENT OR APPROVAL OF THE ARCHITECT OR ENGINEER UNLESS THERE IS WRITTEN APPROVAL BY THEM. 23. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND/OR THE REPLACEMENT OFANY EQUIPMENT DAMAGED DURING CONSTRUCTION OR CLEAN-UP. CONSTRUCTION PERSONNEL SHALL BE CONFINED TO THE LIMITS OF THE CONSTRUCTION AREA. ALL OSHA REGULATIONS FOR CONSTRUCTION AREAS SHALL BE STRICTLY FOLLOWED. 24. ALL DIMEN51ONSARE BASED ON NOMINAL SIZES OF MEMBERS AND ARE GIVEN TO THE OUTER FACE OF SUCH MEMBERS, NOT TO FACE OF FINISH MATERIAL UNLESS OTHERWISE NOTED ON DRAWINGS. 25. THE CONTRACTOR SHALL BEAWARE THAT SPECIFIC FIRE RATED SEPARATION WITHIN THE BUILDING'S CONSTRUCTION ARE REQUIRED BY CODE. THE USE OFSPECIFIC MATERIALS AND COMBINATIONS OF WITHIN FIRE RATED ASSEMBLIES AS CALLED FOR ON THE DRAWINGSAND SPECIFICATIONS ARE FOR THE PURPOSE OFACHIEVING THOSE REQUIRED FIRE SEPARATION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT CHANGE IN MATERIAL THAT ARE REQUESTED BY OR MADE BY THE CONTRACTOR AND/OR ITS SUB -CONTRACTORS FROM THOSE MATERIALS DRAWN OR SPECIFIED, DOES NOT IN ANY WAYAFFECTED OR LESSEN THE REQUIRED FIRE RATED CONSTRUCTION OR ASSEMBLY. 26. UPON COMPLETION OF THIS PROJECT, THE CONTRACTOR, SHALL GIVE THE OWNER AND ARCHITECTA COMPLETE SET OF AS-BUILTARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS ALONG WITH THE WRITTEN GUARANTIES, OPERATION AND MAINTENANCE MANUALS OF ALL EQUIPMENTAND FINISHES INSTALLED. THE CONTRACTOR SHALL MAINTAIN A CURRENTSET OFAS-BUILT DRAWINGS. INFORMATION SHALL BE RECORDED BY CONTRACTOR AS CONSTRUCTION PROGRESSES. 27 OPENING WORK AS MAYBE NECESSARY FOR PROPER INSTALLATION OF HIS OWN OR OTHER CONTRACTOR WORK CONSULTING WITH OTHER CONTRACTORS CONCERNED REGARDING PROPER LOCATION AND SIZE OF SAME. IN CASE OF HIS FAILURE TO LEAVE OR CUT SAME IN THE PROPER PLACE, HE SHALL CUT THEM AFTERWARDS AT HIS OWN EXPENSE. NO EXCESSIVE CUTTING WILL BE PERMITTED NOR SHALL ANY STRUCTURAL MEMBERS WILL BE CUT WITHOUT THE CONSENT OF THE ARCHITECT. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE COORDINA77ON OF ALL WORK OF TRADES PLUS THE COORDINATION, REPAIR AND PREPARATION FOR THE WORK OF ANY OTHER TRADES THAT WILL BE SUBSEQUENTLY LET UNDER SEPARATE CONTRACT BY THE OWNER. 28. CONTRACTOR SHALL COORDINATE WITH MECHANICAL AND ELECTRICAL CONTRACTORS THE LOCATION OFALL ACCESS PANELS 50 AS TO ALLOW FOR PROPER EQUIPMENT ACCESSIBILITY, MAINTENANCE AND/OR OPERATION OF THE BUILDING SYSTEMS PRIOR TO THE START OF WORK. THE OMISSION OFANY OR ALL ACCESS PANELS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FROM PROVIDING AND INSTALLING SUCH PANELS OR DOORS. 2R CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL DEBRIS AND CONSTRUCTION MATERIAL FROM THE SITE. CONTRACTOR 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, EQUIPMENT, ETC. 30. THE CONTRACTORSHALL GUARANTEEIN WRITING FORM AS ACCEPTABLE TO THE OWNERALL LABOR AND MATERIALS INSTALLED BY HIM FOR A PERIOD OF NOT LESS THAN (11 ONE YEAR AFTER DATE OF ACCEPTANCE OF WORK BY THE OWNER EXCEPTAS MODIFIED HEREIN OR ON OTHER DRAWINGS, SHOULD DEFECTS OCCUR ALL WORK SHALL BE REPLACED OR PROPERLY REPAIRED AT NO ADDITIONAL COST TO THE OWNER. 31. ALL WORK COMPLETED OR OTHERWISE, SHALL BE PROPERLY PROTECTED ATALL TIMES. CONTRACTOR SHALL FOLLOW ALL ACCEPTED METHODS OF SAFETY PRACTICE AND PROVIDE ALL FENCES, BARRICADES, ETC. AS MAYBE NEEDED TO PROTECT LIFE AND PROPERTY AND AS MAY BE REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER THIS WORK. HE SHALL REPAIR AT HIS OWN COSTANY DAMAGES TO THE PREMISES OR ADJACENT WORK CAUSED BY HIS OPERATION. M YI �de ABBREVIATIONS ABV. - ABOVE JT. - JOINT A.C. - AIR CONDITIONING KIT - KITCHEN ACOUS. - ACOUSTICAL LAV. - LAVATORY A.C.T. - ACOUSTICAL CEILING TILE L.F. - LINEAR FEET ADMIN. - ADMINISTRATION L.P. - LOW POINT A.DRAIN - AREA DRAIN MAX. - MAXIMUM ADJ. - ADJACENT MECH. - MECHANICAL A.F.F - ABOVE FINISH FLOOR MFR. - MANUFACTURER AFP - ACOUSTICAL FINISH PLASTER MGR. - MANAGER A.H.U. - AIR HANDLING UNIT MH - MANHOLE ALUM. - ALUMINUM MIN. - MINIMUM ANOD. - ANODIZED MISC. - MISCELLANEOUS ARCH. - ACHITECTURAL M.O. - MASONRY OPENING A.S.B. - ASBESTOS MTL. - METAL ASPH. - ASPHALT NA - NOTAPPLICABLE ASST. - ASSISTANT NC - NON-COMBUSTIBLE BATT - BATT INSULATION N.I.C. - NOT IN CONTRACT BB. - BACKER BOARD No. / NUM - NUMBER BD. - BOARD NOM. - NOMINAL BLDG. - BUILDING N.T.S. - NOT TO SCALE BLK. - BLOCK / BLOCKING O.C. - ON CENTER BM. - BEAM O.D. - OUTSIDE DIAMETER BOTT. - BOTTOM O.F.I.C. - OWNER FURNISHED, CONTRACTOR CAB. - CABINET INSTALLED CB - CATCH BASIN O.H. - OVERHANG CEW - CEMENT OFF. - OFFICE C.PLAS. - CEMENT PLASTER O.S.H.A - OCCUPATIONAL SAFETYAND HEALTH C.G. - CORNER GUARD ADMINISTRATION STANDARDS C.HGT. - CEILING HEIGHT OPNG. - OPENING C.JNT. - CONTROLJOINT P.L. - PROPERTY LINE CLR. - CLEAR (FINISH TO FINISH) P.LAM. - PLASTIC LAMINATE COMP. - COMPUTER PLAS. - PLASTER CPT. - CARPET PLUM. - PLUMBING CT. - CERAMIC TILE PLYWD. - PLYWOOD CLG. - CEILING P.O.B. - POINT OF BEGINNING CLO. - CLOSET PR. - PAIR C.O. - CLEAN OUT PTD. - PAINTED CONIC. - CONCRETE RISE - RISER CONT. - CONTINUOUS RAD. - RADIUS C.M.U. - CONCRETE MASONRY UNIT R.D. - ROOF DRAIN DETL. - DETAIL REF. - REFERENCE DIA. - DIAMETER REFL. - REFLECTED DIR. - DIRECTOR REINF. - REINFORCED ON - DOWN REQ. - REQUIRED D.O. - DOOR OPENING RM. - ROOM DR. - DOOR R.O. - ROUGH OPENING DWR. - DRAWER FIT - RESILIENTTILE DWG. - DRAWING Sc - SOLID CORE EA. - EACH SCHD. - SCHEDULE ELEC. - ELECTRONICAL SERV. - SERVICE ELEV. - ELEVATION SHR. - SHOWER EL - ELEVATOR SHT. - SHEET E.N.C. - EXISTING, NO CHANGE SIM. - SIMILAR E.O.S. - EDGE OF SLAB SPECS. - SPECIFICATIONS EQ. - EQUAL SQ. - SQUARE EQUIP. - EQUIPMENT SL. - SLOPE E.W.C. - ELECTRIC WATER COOLER SLO. - SLIDING EXH. - EXHAUST SREF - STATE REQUIREMENTS FOR EXIST. - EXISTING EDUCATIONAL FACILITIES (2014 ED.) EXT. - EXTERIOR S.S. - SERVICE SINK EXPAT. - EXPANSION JOINT S.STL. - STAINLESS STEEL FBC 2017 - FLORIDA BUILDING CODE (2017) STL - STEEL F.D. - FIRE DAMPER STOR. - STORAGE F.F.E. - FINISH FLOOR ELEVATION STRUCT. - STRUCTURAL F.F.E. - FIXTURES, FURNITURESAND SUSP. - SUSPENDED EQUIPMENT SYM. - SYMMETRICAL F.F.P.C. - FLORIDA FIRE PROTECTION CODE T - TREAD FIXT. - FIXTURE TEL. -- TELEPHONE FLASH. - FLASHING TEMP. - TEMPERED FL.D. - FLOOR DRAIN THK. - THICKNESS F.O.F. - FACE OF FINISH T.O. - TOP OF F.R. - FIRE RATED TYP. - TYPICAL GA. - GAUGE UA - UNLIMITEDAREA GALV. - GALVANIZED U.C. - UNDER COUNTER GEN. - GENERATOR U.L. - UNDERWRITERS LABORATORY GL - GLASS U.N.O. - UNLESS OTHERWISE NOTED G.W.B. - GYPSUM WALL BOARD VERT. - VERTICAL HIC - HANDICAP VEST. - VESTIBULE HC - HOLLOW CORE V.I.F. - VERIFY IN FIELD HDWD. - HARD WOOD VWC - VINYL WALL COVERING HM - HOLLOW METAL VT - VINYLTILE HORIZ. - HORIZONTAL W/ - WITH HGT. - HEIGHT W.C. - WATER CLOSET H.P. - HIGH POINT WD - WOOD LOW - INSIDE DIAMETER W/0 - WITHOUT INSUL. - INSULATION WP. - WATERPROOF INT. - INTERIOR WT. - WEIGHT INV. - INVERT OWNER CONTACT: NICHOLAS & LILLIAN EWEN ADDRESS: 3244 RIVER DR, FORT PIERCE, FLORIDA, 34981 PHONE: 772-466-0955 EMAIL: EWENNHI@YAHOO.COM CONTACT: GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC JOHN H. CRESWELL PE ADDRESS: 4469 SE KUBIN AVE, STUART, FL, 34997 PHONE: (863) 467-1111 EMAIL: john@gdcflorida.com BUILDER I MECHANICAL CONTACT: TBD CONTACT: TBD ADDRESS: TBD ADDRESS: TBD PHONE: TBD PHONE: TBD EMAIL: TBD EMAIL: PLUMBING TBD ELECTRICAL CONTACT: TBD CONTACT: TBD ADDRESS: TBD ADDRESS: TBD PHONE: TBD PHONE: TBD EMAIL: TBD EMAIL: TBD RIJ 7d+warsia eBL E41wMti6 FMi.. Janres. E SUO.Psun Mmm�nal School � tl-IulyX<NewR SeBTS Alteretlons y � ¢ s+ s PROJECT LOCATION 244 niver Drive. LOCATION MAP NOT TO SCALE PERSPECTIVE NOT TO SCALE Cdvrerdm Rd Cdwa+rrtlq Parl Fdr,'rnrds Rd 1 A:y1I.1 f I )M1Jn Truth Church ®Griffin COmmun10091on Tech ; ti Richaw a Becker Preserve 9" :.. ,Frrt- nza SHEET INDEX( , 4 GENERAL MECHANICAL ID NAME ID NAME G-001 GENERAL PROJECT DATA, NOTES AND SHEET INDEX M-001 NOTES, SYMBOLS ARCHITECTURE M-101 MECHANICAL PLAN @ GROUND FLOOR ID NAME M-102 MECHANICAL PLAN @ SECOND FLOOR A-001 NOTES, SYMBOLS ELECTRICAL A-101 SITE PLAN ID NAME A-102 EXISTING FLOOR PLAN @ GROUND FLOOR E-001 NOTES, SYMBOLS A-103 EXISTING FLOOR PLAN @ SECOND FLOOR E-101 POWER PLAN @ GROUND FLOOR A-104 DEMOLITION PLAN @ GROUND FLOOR E-102 POWER PLAN @ SECOND FLOOR A-105 DEMOLITION PLAN @ SECOND FLOOR E-103 LIGHTING PLAN @ GROUND FLOOR A-106 RENOVATION PLAN@ GROUND FLOOR E-104 LIGHTING PLAN @ SECOND FLOOR A-107 RENOVATION PLAN @ SECOND FLOOR PLUMBING A-108 ROOF OVERVIEW ID NAME A-109 REFLECTED CEILING PLAN @ GROUND FLOOR & SECOND FLOOR P-001 NOTES, SYMBOLS A-201 BUILDING EXTERIOR ELEVATIONS 1 P-101 SANITARY PLAN @ GROUND FLOOR A-202 BUILDING EXTERIOR ELEVATIONS 2 P-102 SANITARY PLAN @ SECOND FLOOR A-301 ARCHITECTURAL SECTIONS P-103 DOMESTIC WATER PLAN @ GROUND FLOOR A-302 ARCHITECTURAL SECTIONS P-104 DOMESTIC WATER PLAN @ SECOND FLOOR STRUCTURE P-701 SANITARY ISOMETRIC ID NAME REVIEWED F CODE COMPLI ST. LUCIE CO BOCC S-001 STRUCTURAL NOTES S-101 GRADE BEAM AND STEM WALL PLAN S-102 FOUNDATION PLAN S-103 FLOOR FRAMING PLAN S-104 FRAMING PLAN S-105 ROOF FRAMING PLAN S-501 FOUNDATION DETAILS S-502 SECTIONS AND DETAILS S-503 DECK AND BALCONY DETAILS 5-504 WINDOW BUCK / FLASHING DETAILS 5-505 I WOOD CONNECTION DETAILS )R ►NCI NTN GENERAL PROJECT DATA, NOTES AND SHEET INDEX MRAMEMEEN i7E510N GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC COA#30250,AA#26003565 502 NW 2ND STREET, OKEECHOBEE, FLORIDA 34972 P: (863) 467-1111 F: (863) 582-9574 W W W.GDCFLORIDA.COM 0` yW W o In o O O 0 W N O � w O W >o 0 IYH000Ln kill N� OJ�cj 0LLMCV M tqW Wp � VIa-,W co, C3 p LU Q U N W W LlJ�0 'ate' d Q' 0= a a ISSUED IN PROGRESS ❑ ISSUED FOR REVIEW ❑ ISSUED FOR BIDDING ❑ ISSUED FOR PERMIT . ISSUED FOR CONSTRUCTION ❑ LIABILITY NOTE THIS IS THE PROPERTY OF GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED UPON REQUEST. SCALES AS STATED HEREIN ARE FOR REFERENCE ONLY AS NORMAL REPRODUCTION PROCESSES MAY ALTER THE ACCURACY OF ORIGINAL DRAWINGS. N 09 * `e REVISION WRITTEN DIMENSIONS ON THESE DOCUMENTS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. DRAWN BY B.S. & K.W. CHECKED BY J.H.C. DATE 9/4/1018 SHEET G-001 ARCHITECTURAL NOTES 1. THE GENERAL CONDITIONS OF THE CONTRACT FOR THE CONSTRUCTION OF BUILDING OF THE AMERICAN INSTITUTE OF ARCHITECTS, DOCUMENTA-201, LATESTADDITION HEREBY MADE PART OF CONTRACT DOCUMENTS. THESE GENERAL NOTES, SPECIFICATIONS AND CONTRACT BETWEEN THE OWNER AND CONTRACTOR SHALL TAKE PRECEDENCE OVER THE GENERAL CONDITIONS' IN THE EVENT OF A CONFLICT. 2. SCHEDULE OF VALUES: CONTRACTOR SHALL SUBMIT A DETAILED COST BREAKDOWN 'SCHEDULE OF VALUES' IN THE OF AIA G702 PRIOR TO THE FIRST PAYMENT. THIS SCHEDULE OF VALUES SHALL CLOSELY FOLLOW THE STANDARD CSI FORMAT, AND SHALL BREAKDOWN UNITS OF WORK IN SUFFICIENT DETAIL TO ALLOW ARCHITECT TO EVALUATE THE WORK COMPLETED. THE BREAKDOWN SHALL BEA TRUE REFLECTION OF THE COST OF WORKAND SHALL NOT BE "FRONT-END" LOADED. THE SCHEDULE OF VALUES SHALL BE 5%AND SHALL BE HELD UNTIL SUBSTANTIAL COMPLETION OF WORK. 3. ALL CONDITIONS AND APPLICABLE REQUIREMENTS OF THE CONTRACT BETWEEN THE CONTRACTOR AND OWNER SHALL GOVERN ALL SECTIONS OF THE SPECIFICATIONS OF CODES AND MANUFACTURER WHICHEVER IS MORE RESTRICTIVE. 4. CONTRACTOR TO REMOVE, RELOCATE OR RE-ROUTE AS NECESSARY ELECTRICAL, WATER, GAS OR ANY OTHER UTILITY LINES ENCOUNTERED DURING CONSTRUCTION. 5. ALL PERMITS, INSPECTIONS, APPROVALS, ETC. SHALL BE APPLIED FOR AND PAID FOR (AS PART OF BID PRICE) BY THE CONTRACTOR IN ALL FIELDS OF THE WORKS, AND HE SHALL BE RESPONSIBLE FOR THE COORDINATE OF INSPECTION AND APPROVAL OF THE WORK. PRIME BUILDING PERMITS SHALL NOT BE OBTAINED BY THE CONTRACTOR, 6. SUBMIT A COPY OF THE CONTRACT DOCUMENTS ISSUED FOR PERMIT BY THE BUILDING DEPARTMENT, TO THE ENGINEER/ARCHITECT TO ALLOW HIM/HER TO INCORPORATE ANY BUILDING DEPARTMENT MODIFICATIONS INTO THE PLANS PRIOR TO THE START OF CONSTRUCTION. Z CONTRACTOR MUST NOTIFY ENGINEER/ARCHITECT IMMEDIATELY OF ANY UNEXPECTED OR UNKNOWN CONDITIONS, DISCREPANCIES IN THE DRAWINGS AND CONTRACT DOCUMENTS, ANY ERRORS OR OMISSIONS ON THE DRAWINGS IN THE FIELD PRIOR TO PROCEEDING WITH WORK OR SHOP FABRICATION. B. OMISSIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR NOTED. 9. CONTRACTOR SHALL PREPAREAND MAINTAINALL CONSTRUCTION AREAS, AS WELL AS SURROUNDING AREAS FREE OF DEBRIS OR HAZARDOUS EQUIPMENT. 10. CONTRACTOR SHALL VERIFY THAT ALL INTERIOR FINISHES COMPLY W/FBC R302.9:FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL CEILING FINISHES. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPMENT INDEX OF NOT GREATER THAN 45a TESTING SHALL BE DONE IN ACCORDANCE WITH ASTM E 84, OR UL 723. 11. CONTRACTOR SHALL VERIFY THAT ALL INSULATION COMPLYS W/FBC R302.10., FLAME SPREAD INDEX AND SMOKE INDEX FOR INSULATION. INSULATION MATERIALS SHALL HAVE FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND THE COST OFALL THE REQUIRED BUILDWGAND TRADE PERMITS. 13. ALL CONTRACTORS WORK SHALL BE PERFORMED IN A FIRST CLASS WORKMAN -LIKE MANNER MATCHING AND ALIGNING ALL SURFACES WHERE APPLICABLE TO AFFORD A FINISHED, NEAT APPEARANCE. CONTRACTOR SHALL BE CLEAN ALL SURFACES FREE OFALL DIRT AND REFUSE CAUSED BY DEBRIS FROM ALL INSTALLATION TECHNIQUES OF TRADE. ALL ADJACENT SURFACES TO THEIR WORK SHALL SE LEFTAS THEYAPPFAR PRIOR TO THE COMMENCEMENT OF THE CONTRACTORS WORK TO BE DONE. CONTRACTOR SHALL PROPERLY PROTECT ALL ADJACENT SURFACES DURING THE COURSE OF HIS INSTALLATIONS. ALL GLASS AND HARDWARE SHALL BE THOROUGHLY CLEANED IN A MANNER ACCEPTABLE TO THE OWNER. 14. WHERE CMU IS INDICATED TO HAVE A SPECIFIC HOURLY FIRE RATING, THIS SHALL BETAKEN AS THE MINIMUM ALLOWED. 15. ALL WOOD FRAMING, INCLUDING PLYWOOD, WHICH IS CONCEALED WITHIN WALLS OR CEILINGS OR USED FOR SUPPORT OF WALLS OR CEILINGS MUST BE FIRE RETARDANT AND, PRESSURE TREATED WOOD MUST BE USED WHERE IN CONTACT WITH CONCRETE OR MASONRY. 16. ALL PIPING SLEEVED THROUGH SLAB. CONTRACTOR TO FULLYSEAL SPACE AROUND PIPES WITH A 2-HOUR U.L. APPROVED FIRE RESISTIVE "THERMAFIBER" GLASS FIBER SAFING INSULATION AS MANUFACTURED BY U.S. GYPSUM CO. COMPLYING WITH ASTM E- 119 OR APPROVED SIMILAR. PENETRATIONS THROUGH FIRE RATED WALLS SHALL BE PROTECTED AS TO MAINTAIN THE FIRE RATING OF SAID WALL. 17. ALL SHAFTS WHEREAPPLICABLE TO BE 2-HOUR RATED WITHOUT EXCEPTION, UL DESIGN NO. U-505 OR APPROVED SIMILAR AND SHALL CONTINUE AS SUCH TO UNDERSIDE OF ROOF OR FLOOR STRUCTURAL DECKING. SEE WALL TYPE DETAILS FOR WALL DESIGN. 18. CHAPTER 39, SEE FIRE PROTECTION, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS. 19. THE UNDERSIDE OFALL EXTERIOR SOFFITS AND SLABS EXPOSED TO WEATHER SHALL RECEIVE A CONTINUOUS DRIP STRIP WITHOUT EXCEPTION. 20. ALL METAL FLASHING, SCUPPERS, ETC. TO RECEIVE PAINT AS RECOMMENDED BY MANUFACTURER, UNLESS OTHERWISE NOTED ON THE DRAWINGS OR PROJECT MANUAL. 21. BLOCKING AND/OR VERTICAL OR HORIZONTAL FRAMING REQUIRED FOR WALL MOUNTED OR BRACED FIXTURES, MILLWORK, SHELVES, BATHROOM FIXTURES, ACCESSORIES TILE AND STONE WORK OR BY OTHER ITEMS DESCRIBED IN INTERIOR DESIGN AND ARCHITECTURAL DRAWINGS. 22. 1N ADDITION TO WALL TYPES SHOWN ON PLANS THE CONTRACTOR SHALL REFER TO THE ROOM FINISH SCHEDULE, INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION REGARDING FINISHES, INCLUDING INTERIOR DESIGN DRAWINGS. 23. CONTRACTOR TO PROVIDE ACCESS PANELS FOR ALL A/C FIRE DAMPERS. 24. CONTRACTOR SHALL PAINT ALL VISIBLE SURFACES OF FACTORY PRIMED OR FACTORY PAINT FINISHED EQUIPMENT, A/C GRILLS OR REGISTERS, COVERS, ETC. UNLESS SPECIFICALLY NOTED. OTHERWISE VERIFYAND COORDINATE COLORS WITH INTERIOR DESIGNER AND ENGINEER/ARCHITECT. 25. BEFORE INSTALLATION, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER/ARCHITECT AND INTERIOR DESIGNER THE EXACT MOUNTING LOCATION OF ALL SWITCHES, WALL RECEPTACLES, PLUGS, THERMOSTATS AND OTHER WALL MOUNTED FIXTURES UNLESS NOTED ON PLANS. 26. ALL INTERIOR AND EXTERIOR JOINTS BETWEEN DISSIMILAR MATERF415 OR FINISHES SHALL RECEIVEA BEAD OF CAULKING TO MATCHICOLOR OF ADJACENT SURFACE. COORDINATE COLORS WITH ARCHITECT/OWNER. 2Z CIVIL ENGINEERING, INTERIOR DESIGN AND LANDSCAPE/IRRIGATION DRAWINGS ARE PART OF THIS PROJECT AND SHALL BE USED BY THE CONTRACTOR IN FULL COORDINATION W/ALL THE DWGS. ISSUED BY GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC. 28. CONTRACTOR IS RESPONSIBLE FOR INCLUDING IN HIS BID, LABOR AND MATERIAL COSTS FOR ANY CHANGE OR ALTERATION OF ADJACENT AREAS TO BE DISTURBED DURING CONSTRUCTION SUCH AS, BUT NOT LIMITED TO, PAVING SIDEWALKS, STREETS, EXISTING INSURE THEIR TREES ND LANDSCAPING TO A E HE PROPER DRAINAGE AND RETURNTHEM TO THEIR ORIGINAL FINISHED CONDITION. 29. ALL REQUIRED TESTS SHALL BE PERFORMED AT THE EXPENSE OF THE CONTRACTOR AND BY AN APPROVED TESTING LABORATORY. TESTS RESULTS SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT. 30. ALL SLABS ON GRADE, INTERIOR AND EXTERIOR, TO BE ON 6 MILL POLYETHYLENE VAPOR BARRIER WITHOUT EXCEPTION, UNLESS OTHERWISE NOTED. 31. THE CONTRACTOR, AND ALL SUBCONTRACTORS AND SUPPLIERS, SHALL GRANT TO THE OWNER/DEVELOPER, INSTITUTIONAL MORTGAGEE AND TO THE PURCHASER OF EACH UNIT, IMPLIED WARRANTIES OF FITNESS AS TO THE WORK PERFORMED OR MATERIALS SUPPLIED BY THEM AS FOLLOWS: (A)AS REQUIRED BY FLORIDA STATUTE "COMPLETION OFA BUILDING OR IMPROVEMENT" MEANS FINAL COMPLETION OF CONSTRUCTION, FINISHING, AND EQUIPPING OF THE BUILDING OR IMPROVEMENT ACCORDING TO THE PLANS AND SPECIFICATIONS AND THE ISSUANCE OF CERTIFICATE O OF OCCUPANCY FOR THE ENTIRE BUILDING OR IMPROVEMENT, OR THE EQUIVALENT AUTHORIZATION BY THE GOVERNMENTAL BODY HAVING JURISDICTION. THE WARRANTIES PROVIDED HEREIN SHALL INSURE TO THE BENEFIT OF EACH OWNER AND ITS SUCCESSOR TO THE BENEFIT OF THE OWNER/DEVELOPER, AND TO THE BENEFIT OF THE INSTITUTIONAL MORTGAGEE. 32. A SEPARATE PERMIT AND PRODUCT CONTROL APPROVAL, WHEN APPLICABLE, 15 REQUIRED FOR THE FOLLOWING: RIDGE VENTILATION, AWNINGS, DEMOLITION, STEEL JOISTS, GLASS BLOCK, ALUMINUM TRELLIS & GRID PANELS & LOUVERS CANOPIES & RAIL, STAIR RAIL & BALCONY GUARDRAIL, STEEL FRAMES & METAL DECKS, STRUCTURAL GLAZING, CURTAIN WALLS, SIGNS, FENCES, WINDOWS, DOORS, STOREFRONTS, PRECAST SYSTEMS, ROOFING, RAILINGS, MULLIONS, HANDRAIL, METAL STRUCTURAL COLUMN, METAL HOOF FEATURE, ELEVATORS, GLASS & TRANSLUCENT 33. ALL DOORS SWINGING INTO SERVICE CORRIDOR MUST HAVE 180 DEGREE HINGE. 34. INTERIOR WALL AND PARTITIONS. INTERIOR WALLS AND PARTITIONS THAT EXCEED 6 FEET IN HEIGHT, INCLUDING THEIR FINISH MATERIALS, SHALL HAVE ADEQUATE STRENGTH TO RESIST THE LOADS TO WHICH THEYARE SUBJECTED BUT NOT LESS THAN A HORIZONTAL LOAD OF S PSF. 35. CERTIFICATE OF PROTECTIVE TREATMENT FOR PREVENTION OF TERMIT�EES. A WEATHER RESISTANT JOBSITE POSTING BOARD SHALL BE PRO IDED TO RECEIVE DUPLICATE TREATMENT CERTIFICATES AS EACH R QUIRED PROTECTIVE TREATMENT IS COMPLETED, PROVIDING A COPY FOR THE PERSON THE PERMIT IS ISSUED TO AND ANOTHER COPY FOR THE BUILDING PERMIT FILES. THE TREATMENT CERTIFI, TESHALLPROVIDETHEPRODUCTUSED,IDENTITYOFTHE APPLICATOR, TIMEAND DATE OF THE TREATMENT, SITE LOCATION, AREA TREATED, CHEMICAL USED, PERCENT CONCENTRATION AND NUMBER OF GALLONS USED, TO ESTABLISH A VERIFIABLE RECORD OF PROTECTIVE TREATMENT. IF THE SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. 36. NOTICE OF TERMITE PROTECTION. A PERMANENTSIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE - INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVI7fD. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRJ-C PANEL. 37. ALL STEEL LINK BEAMS WITH PENETRATIONS TO HAVE A 2 HR RATED COVERAGE AS SHOWN ON THIS DRAWINGS OR REFER TO SPECS. 38. FINISH FLOOR TO BE SLIP RESISTANT FBC 11-4.5 39. ALL OPENINGS WILL BE PROTECTED BY FLOOD BARRIERS & ALL FINISH CONSTRUCTION MATERIALS BELOW THE BASE FLOOD ELEVATION WILL BE FLOOD RESISTANCE MATERIAL BY MASTER PERMIT DOCUMENTS. AII(01 A-2 Ot A-201 01 A-201 I, D AA A 01 I EL: +/- 0.-0" EL: +/- U-0" FIN. FLR. i #tRevlD ROOM NAME ROOM NUMBER AREA BUILDING SECTION DRG NO./SHT NO. BUILDING EXTERIOR ELEVATION DRG NO./SHT NO. NORTH ARROW COLUMN GRID DOOR REFERENCE I���IIPII�Pi�I:Tx3Xd��[�7 INTERIOR ELEVATION DRG NO./SHT NO. ELEVATION ELEVATION OF FLOOR MATCH LINE REVISION CLOUD ROOM, SPACE (SEE FINISH SCHEDULE) 01 A-201 at A-201 i' 01 A-201 SCALE: NONE PLAN DETAIL CALL OUT DETAIL NO./SHT NO. WALL SECTION SECTION NO./SHT NO. DETAIL SECTION DETAIL NO./SHT NO. SECTION TITLE REF: WHERE CUT OCCURS DRG NO./SHT NO. 01 DETAIL TITLE A-201 SCALE: NONE REF: WHERE CUT OCCURS DETAIL NO./SHT NO. ELEVATION CHANGE REVIEWED CODE COMPI ST. LUCIE CC BOCC GREEN DESIGN CONSTRUCTION & DEVELOPMENT, COA#30250, AA#26003565 S02 NW 2ND STREET, OKEECHOBE FLORIDA 34972 P: (863) 467-1111 F: (863) 582-9574 W W W.GDCFLORIDA.COM O Q O o y� Wi Z �W I� W Er IN �w-0 NOOK' MLL Mi tA�W WI W � ~Q p . aVF-Di C3 U) LLJ p U F a l VO'VI wait 0w o aIx a 0- ISSUED IN PROGRESS C ISSUED FOR REVIEW C ISSUED FOR BIDDING C ISSUED FOR PERMIT . ISSUED FOR CONSTRUCTION L/AB/L/TY NOT! THIS IS THE PROPERTY OF GREEN DESIC CONSTRUCTION & DEVELOPMENT, LLC AP NOT TO BE REPRODUCED OR COPIED II WHOLE OR IN PART. IT IS NOT TO BE USE[ ANY OTHER PROJECT AND IS TO BE RETUR UPON REQUEST. SCALES AS STATED HEREIN ARE FOR REFERENCE ONLY AS NORMAL REPRODUCTION PROCESSES MAY ALTER' ACCURACY OF ORIGINAL DRAWINGS. -UK 10HN H. CRESWELL IANC PE #40940/ COA #3025( C: (863) 467-1111 UW E: John@gdcflorida.corr REVISION WRITTEN DIMENSIONS I THESE DOCUMENTS SH) TAKE PRECEDENCE OW ALL SCALED DIMENSIOA DRAWN BY B.S. & K.W. CHECKED BY J.H.C. DATE 9/4/2018 SHEET NOTES, SYMBOLS A-001 I-4 0 m T, 4'-8" 7" LN COVERED PORCH 109 I � PATIO FLOOR I I II SH SH , 3'-T x 3'-0 _._ ! .�- .s3 % x 3.-0" \�J !GARAGE 110 1 EX/ST CCINC G k�ED 12'-2 1 /2" 01 EXIST CORRIDOR FLOOR DOWN O IN CSMT 3'-0" x 4'-2" PATIO 111 IN CSMT 3'-0" x 4'-2" -6058 FAMILY 105 -0„ FINISH FLOOR HATCH REPRESENTS NO WORK TO BE DONE LIP M KITCHEN 3 104 I � l — REF /OA4 iS��I Y it N o l 110 I I � i I III BATH 1 — - — — Nf 107 issa L) x M �- 5068 V --' EXISTING'.. EXISTING I I OFFICE DINING 106 103 CORRIDOR 0 o 102 FI I H FLOOR .. x 4'-2" EXISTING METER/MAIN PATIO (20O AMP) 101 ING FLOOR PLAN @ GROUND FLOOR V-0" _ DOWN F REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC EXISTING LIVING 2,461.08 EXISTING GARAGE 584.02 EXISTING COVERED 651.27 3,696.37 sq It EXISTING FLOOR PLAN @ GROUND FLOOR U77: ' I.JG51GiV GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC COA#30250,AA#26003565 502 NW 2ND STREET, OKEECHOBEE, FLORIDA 34972 P: (863) 467-1111 F: (863) 582-9574 W W W.GDCFLORIDA.COM 4 W o Lo o 0 o p W CD CD W ;�a.o 0 ? lqr� 000 W V NOLLvv 0 M 1 L M N Wwo ui "W to V V �UIJ V NQ �0-2 Wa WLLJ 0 a0 w a a a. ISSUED IN PROGRESS ❑ ISSUED FOR REVIEW ❑ ISSUED FOR BIDDING ❑ ISSUED FOR PERMIT ■ ISSUED FOR CONSTRUCTION ❑ LIABILITY NOTE THIS IS THE PROPERTY OF GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED UPON REQUEST. SCALES AS STATED HEREIN ARE FOR REFERENCE ONLY AS NORMAL REPRODUCTION PROCESSES MAY ALTER THE ACCURACY OF ORIGINAL DRAWINGS. k SC , N '94 SThE/0F$ JOHN H. CRESWELL PE #40940/ COA #30250 C: (863) 467-1111 E: john@gdcflorida.com REVISION WRITTEN DIMENSIONS ON THESE DOCUMENTS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. DRAWN SY B.S. & K.W. CHECKED BY J.H.C. DATE 9/4/2018 SHEET A-102 HATCH REPRESENTS N xl NO WORK TO BE DONE � I MASTER M BATH 211 2068 FINISH FLOOR A 1 1 FINISH MASTER FLOOR a. BEDROOM 2668F1 i0ea 208 W.I.C. W.I.C. 210 209 COEXISTING FL l SCALE:1/4" = 1'-O" BEDROOM 1 202 I 1 HATCH REPRESENTS NO WORK TO BE DONE I I 2068 ire— - � 2668 IT z T CORRIDOR j 1 z I I 1 1' i I_ I_ I_ NI 201 all I I 11 I4 W.I.C. FINISH F I I 20$ FLOOR N a floss BATH 2 $ 204 N -17L 2668 W.I.C. o 206 ATTIC 207 BEDROOM 2 206 OOR PLAN @ SECOND FLOOR REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCK EXISTING FLOOR PLAN @SECOND FLOOR GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC COA#30250,AA#26003565 502 NW 2ND STREET, OKEECHOBEE, FLORIDA 34972 P: (863) 467-1111 F: (863) 582-9574 WWW.GDCFLORIDA.COM Q O yW Wo Lo o O CD W N O ��Lti o IL-4 6 V o� 04 MLL LL MN fA 5.- W Wj uiVFaOW pk-NUU Ir— a0 Lu IL a a ISSUED IN PROGRESS ISSUED FOR REVIEW ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION CI LIABILITY NOTE THIS IS THE PROPERTY OF GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED UPON REQUEST. SCALES AS STATED HEREIN ARE FOR REFERENCE ONLY AS NORMAL REPRODUCTION PROCESSES MAY ALTER THE ACCURACY OF ORIGINAL DRAWINGS. �kACRESS, 9 s A! SST JOHN H. CRESWELL PE #40940/ COA #30250 C: (863) 467-1111 E: john@gdcflorida.com REVISION WRITTEN DIMENSIONS ON THESE DOCUMENTS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. DRAWN BY B.S. & K.W. CHECKED BY J.H.C. DATE 9/4/2018 SHEET A-10 3 - - - - -VA----------- COVERED PORCH 109 PATIO FLOOR ' GARAGE 110 Ah-l'-6" GARAGE FLOOR ALLAY ORFM oNC A Al Ill PATIO 111 0 ©' FAMILY 105 FINISH FLOOR HATCH REPRESENTS NO WORK TO BE DONE KITCHEN 104 I � REF DINING 103 CORK DOR w_0„ FLOOR FINISH FLOOR � DEMOLITION PLAN @ G OUND FLOOR 0 11 SCALE:1/4" = 1'-0" EXIST. WINDOW TO EXIST. DOOR TO BE RELOCATED RELOCATED tORRIC 102 M I I II Is- A_I*4Y_I - I I I I 1110 I l i x BATH --- 107 jai EXISTING! EXISTING OFFICE 106 EXIST, WINDOW TO BE RELOCATED I I EXISTING METER/MAIN PATIO (200AMP) I I I� I 1 Ip L1-J 101 I- Lb II I I .----DOWN -- --°I I I I L---------------------- I II II I I I I I I I I I I I I I I I I I I II I II I I I 1 1❑ EXISTING PAVED CONC. WALKWAY TO REMAIN 1� REMOVE EXISTING CONCRETE WALKWAY 20 REMOVE PORTION OF FRAME WALL (5'-0" X 6'-8") 03 REMOVE AND REUSE WINDOW / DOOR ® REMOVE EXTERIOR FINISH 5❑ REMOVE ENTIRE DECK ASSEMBLY © REMOVE BALCONY POST REMOVE STEPS ® REMOVE AND REPLACE DECKING AS NEEDED TO ACCOMMODATE REMOVAL OF EXISTING POST AND INSTALLATION OF NEW POST ® REMOVE EXISTING 200 AMP METER/MAIN TO BE REPOSITIONED RECONNECT TO EXISTING SERVICE AND LAND EXISTING CUIRCUITS REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCCI DEMOLITION PLAN @GROUND FLOOR r ,H. GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC COA#30250,AA#26003565 502 NW 2ND STREET, OKEECHOBEE, FLORIDA 34972 P: (863) 467-1111 F: (863) 582-9574 W W W.GDCFLORIDA.COM V 2 k O Q yW Wo Z a 0 oW 0 LU o W y =ap o V �I-- ZF00En Na) O Q 9 mL-LLmN to >-W Wp U) F- F- p - �VIQ - ,W co U p V pv1,-2: Na ��W F- wM0W a� a � w IL d ISSUED IN PROGRESS ❑ ISSUED FOR REVIEW ❑ ISSUED FOR BIDDING ❑ ISSUED FOR PERMIT ■ ISSUED FOR CONSTRUCTION ❑ LIABILITY NOTE THIS 15 THE PROPERTY OF GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED UPON REQUEST. SCALES AS STATED HEREIN ARE FOR REFERENCE ONLY AS NORMAL REPRODUCTION PROCESSES MAY ALTER THE ACCURACY OF ORIGINAL DRAWINGS. N 4 i' �STAT L OF2hC}�' 10HN H. CRESWELL PE #40940/ COA #30250 C: (863) 467-1111 E: john@gdcflorida.com REVISION WRITTEN DIMENSIONS ON THESE DOCUMENTS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. DRAWN BY B.S. & K.W. CHECKED BY J.H.C. DATE 9/4/2018 SHEET A-104 r------------------------------ ,--- �� 4 �� UCIVIULI I IUIN I-'LHIV L Jt:UUIVU I-LUUK 01)- DEMOLITION NOTES T REMOVE PORTION OF FRAME WALL �2 REMOVE AND SAVE WINDOW / DOOR ❑3 REMOVE INTERIOR FRAME WALL ® REMOVE DECK FULLASSEMBLY ❑5 REMOVE EXTERIOR FRAME WALL REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC DEMOLITION PLAN @SECOND FLOOR GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC COA#30250,AA#26003565 502 NW 2ND STREET, OKEECHOBEE, FLORIDA 34972 P: (863) 467-1111 F: (863) 582-9574 W W W.GDCFLORIDA.COM V 2 O Q yW Wo Lo 0 X p O W N L O W y >dp o V cclIO0C V M ILL ILL MN 6i WWO W V H W pF-tnV U p Lu QWLJNQ U 0 U n M O W W 0 a a n. ISSUED IN PROGRESS ❑ ISSUED FOR REVIEW ISSUED FOR BIDDING ISSUED FOR PERMIT . ISSUED FOR CONSTRUCTION El L/AB/L/TYNOTE THIS IS THE PROPERTY OF GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED UPON REQUEST. SCALES AS STATED HEREIN ARE FOR REFERENCE ONLY AS NORMAL REPRODUCTION PROCESSES MAY ALTER THE ACCURACY OF ORIGINAL DRAWINGS. CJtE;y lt. �.;t1. x 9 it 4;17 F2 V l7 r JOHN H. CRESWELL PE #40940/ COA #30250 C: (863) 467-1111 E: john@gdcflorida.com REVISION WRITTEN DIMENSIONS ON THESE DOCUMENTS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. DRAWN BY B.S. & K.W. CHECKED BY J.H.C. DATE 9/4/2018 SHEET A-105 WINDOW SCHEDULE TYPE �' NOMINAL NOTES WIDTH HEIGHT. wEE"rvrvwDdv 2 RN" as EnEnHvro @EREi.ma+m. Y WINDOW LEGEND NEW a DOOR SCHEDULE ID TYPE CITY NOMINAL - NOTES WIDTH HEIGHT M EMR,INCEO@@ . , M M F%61IN3TOBE RELOCAIEO � BIIdX6 W@q e]N 1 @d B.S EYIHIINBTOBERE,LGTm w DoudE DDaR s+RE , eK• e,v a Fas@RDEDoox a v.@' Rw R N8G(£oOdl 2 Yd va c RIFMD ODOR , zA" e'x D dF@m D@@R , Y1• B$ E BNM@OOq , @d TY F a AMA 0.WR 1 3d 9+d H RfIC DCOR 1 Yd f-T E%IBIIKKiT08ERE{OGTm Ii EXTERIOR DOOR LEGEND VIEW TYPE ENIRNICEDOOR9]¢B 6LIdNA W@R &89-C"D@LEpODR BRER INTERIOR DOOR LEGEND ID A a c D VIEW INTERIOR DOOR LEGEND ID VIEW ❑ ❑ NOTES: FIELD VERIFYALL ROUGH OPENINGS! ALL DOORS AND WINDOWS SHGC TO BE LESS THAN 0.65 AND U-VALUE TO BE LESS THAN 0.25, UNLESS NOTED OTHERWISE! COVERED PORCH 112 iJBI-0,_9„ PATIO FLOOR GARAGE 110 1,-6„ GARAGE FLOOR CORRIDOR FLOOR 1 SHED 111 RENOVATION PLAN_ @ GRO 0 1 UND FLOG SQ. FT. CEILING HT. FLOOR FINISH CEILING FINISH WALL FINISH BASEBOARD REMARKS 01 P1102 PATIO 213.45 8.67' COMPOSITE DECK N/A N/A NONE MATCH EXISTING COMPOSITE ON BACK PORCH FOYER 151.73 8.6T WOOD LAMINATE 5/8" GYPSUM BOARD (PAINTED) 1/2" GYPSUM BOARD (PAINTED) 6" WOOD BOAR MATCH EXISTING FLOOR IN DINING 03 UTILITY 106.99 8.67' CERAMICTILE 5/8" TYPE "X" GYPSUM BOARD (PAINTED) WALL TILES UP TO 4' NONE 111 SHED 18.22 8.67' CONCRETE SAM GYPSUM BOARD (PAINTED) 1/2" GYPSUM BOARD (PAINTED) 6" WOOD BOAR 201 CORRIDOR 62.20 8.50' CARPET 5/8" GYPSUM BOARD (PAINTED) 1/2" GYPSUM BOARD (PAINTED) 6" WOOD BOARD MATCH EXISTING CARPET UPSTAIRS 203 W.I.C. 2 31.18 8.50' CARPET 5/8" GYPSUM BOARD (PAINTED) 1/2" GYPSUM BOARD (PAINTED) 6" WOOD BOAR MATCH EXISTING CARPET UPSTAIRS 205 BEDROOM 3 271.07 8.50' CARPET 5/8" GYPSUM BOARD (PAINTED) 1/2" GYPSUM BOARD (PAINTED) 6" WOOD BOAR MATCH EXISTING CARPET UPSTAIRS 206 BATH 69.65 8.50' CERAMIC TILE 5/8" TYPE "X" GYPSUM BOARD (PAINTED) WALL TILES UPT04' NONE 207 W.I.C. 3 30.43 8.SO, CARPET 5/8" GYPSUM BOARD (PAINTED) 1/2" GYPSUM BOARD (PAINTED) 6" WOOD BOARI MATCH EXISTING CARPET UPSTAIRS 208 FOYER 74.79 8.50' CARPET 5/8" GYPSUM BOARD (PAINTED) 1/2" GYPSUM BOARD (PAINTED) 6" WOOD BOAR MATCH EXISTING CARPET UPSTAIRS 210 W.I.C. 4 48.33 8.50' CARPET CARPET 5/8" GYPSUM BOARD (PAINTED) 1/2" GYPSUM BOARD (PAINTED) 6" WOOD BOAR MATCH EXISTING CARPET UPSTAIRS 211 W.I.C. S 71,82 8.50, 5/8" GYPSUM BOARD (PAINTED) N/A 1/2" GYPSUM BOARD (PAINTED) N/A 6" WOOD BOAR NONE MATCH EXISTING CARPET UPSTAIRS 213 BALCONY 49.84 8.50' DUXXBAK DECK 214 BALCONY 96.74 8.50' DUXXBAC DECK N/A N/A NONE NOTES: 1) IN ALL CASES WHERE PAINTED GYP. BD. IS NOTED, THE WALL AND/OR CEILING SHALL HAVE SMOOTH TEXTURE. 2) ALL WALLS SHALL BE PRIMED PRIOR TO RECEIVING FINISH PAINT. 3) ALL INTERIOR PAINT SHALL BE SHERWIN WILLIAMS PROMAR 200 INTERIOR LATEX ENAMEL OR EQUAL (2) COATS 4) INTERIOR PAINTAT RESTROOM AREA'S SHALL BE SEMI -GLOSS 5) TILE GROUT SHALL BE STAR QUARTZ #430 UNLESS OTHERWISE SPECIFIED 6) IN ALL CASES WHERE TILE IS NOTED AS WALL FINISH, USE 3" BULLNO.SE (SAME PRODUCT LINE) 7) IN ALL CASES WHERE TILE BASE IS NOTED, INSTALL 4" TILE BASE USING METAL TERMINATION CAP. PATIO 113 Iill- — — — — — — — — — — DASHED LINE REPRESENT 2ND FLOOR BALCONY LIMITS I I I I FAMILY 108 FINISH FLOOR HATCH REPRESENTS NO WORK TO BE DONE KITCHEN 107 DINING CORRIDOR 106 104 7 41 i REPOSITIONED EXISTING„��Illlf4 METER/MAIN _ oAMa) FOYER O 10 FINISH FLOOR CSMT RELOCATED 3068 X 4'-2" g c -301 PATIO 101 TOP OF DECK \�TOIV cO CpHcisTNq \J/ i �02 tip BATH 1 109 OFFICE 105 UTILITY 103 SHELF -1 W/ROD RELO.CSMT 3'-0" X 4,-2" ur' I DASHED LINE REPRESENT 2ND FLOOR BALCONY LIMITS I 1. ALL FRAMING AND/OR FURRING SHALL BE #2 GRADE OR BETTERAND SHALL BE PLACED AT 16" O.C. UNLESS OTHERWISE NOTED. ALL BEARING WALLS SHALL HAVE PT BOTTOM PLATES AND (2) TOP PLATES. 2. PIPING AND CONDUIT DISTRIBUTION AND ELECTRICAL BOXES SHALL BE CONCEALED WITH -IN STUD WORK. ALL CONDUIT AND BOXES TO BE INSTALLED PRIOR TO INSULATION, AND SHALL BE INSPECTED BY MECHANICAL ENGINEER OF RECORD PRIOR TO WALL FINISHES. COVERS TO BE COORDINATED WITH OWNER PRIOR TO INSTALLATION. 3. CONTRACTOR TO PROVIDE BLOCKING AND FIRE STOPS AS REQUIRED BY CODE. STRUCTURAL ENGINEER SHALL INSPECT ALL BEARING PARTITIONS AND CEILING/ROOF SYSTEMS PRIOR TO INSULATION. 4. SEE TYPICAL WALL SECTIONS, AND NOTES FOR ADDITIONAL INFORMATION RELEVANT TO FURRING, INSULATION AND AIRIVAPOR SEALS. 5. SEE "S" PAGES FOR WALL AND CEILING TIE DOWN INFORMATION AND CONNECTOR SCHEDULE, 6. PLUMBER SHALL COORDINATE ROUGH PLUMBING W/ CONTRACTOR PRIOR TO IST ROUGH, AND THEN AGAIN BEFORE SECOND ROUGH. PLUMBER SHALL BE RESPONSIBLE FOR INSTALLATION OF ALL BACKING REQUIRED FOR PROPER INSTALLTION OF PLUMBING AND ADA FIXTURES. EXISTING LOAD -BEARING 2X4 FRAME WALL W/ GYPSUM (INT.) AND NEW 1/2" GYPSUM OVER EXISTING PLYWOOD 1 SHEATHING (EXT.) 2X4 SPRUCE FRAME WALL Wl STUDS @ 16" O.C., SINGLE BOTT.PLATE AND SINGLE TOP PLATE W/ 1/2" GYPSUM EACH 2 SIDE (TO FLOOR JOISTABOVE+T-10") 2X4 SPRUCE FRAME WALL WI SINGLE BOTTOM PLATE AND DOUBLE TOP PLATE, STUDS AT 16" O.C., 1/2" GYPSUM (INT), 3 PAINTED CEDAR SHINGLE SIDING (TO MATCH EXISTING), OVER VAPOR BARRIER,OVER 1/2" PLYWOOD SHEATHING (EXT.) (TO BOTTOM OF FLOOR JOIST ABOVE+T-10") 2X4 SPRUCE FRAME WALL, STUDS AT 16" O.C., PAINTED CEDAR SHINGLE SIDING (TO MATCH EXISTING), OVER t} VAPOR BARRIER, OVER 112" PLYWOOD SHEATHING (EXT.) (FROM -3'-0" F.F. TO +4'_3" F.F. AND BALLOON FRAME UP TO +6'-10" F.F. AT GABLE END) (INSTALL (2) FLOOD VENTAT OPENING SIDE) REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC NEW LIVING 2,908.37 NEW STORAGE 22.50 GARAGE TO REMAIN 584.02 COVERED TO REMAIN 651.27 4,166.16 sq ft RENOVATION PLAN@ GROUND FLOOR IVD L�F N GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC COA#30250,AA#26003565 502 NW 2ND STREET, OKEECHOBEE, FLORIDA 34972 P: (863) 467-1111 F: (863) 582-9574 W W W.GDCFLORIDA.COM O y W O O p W CV O � � C)O Wy >pW CD V 0DOc V NO Jvv cM 0 lL M CV NHF—p— V H O W p H coLLJ U '3 LLJ v woa� ui u IL IL a a ISSUED IN PROGRESS ❑ ISSUED FOR REVIEW ❑ ISSUED FOR BIDDING ❑ ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ❑ LIABILITY NOTE THIS IS THE PROPERTY OF GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED UPON REQUEST, SCALES AS STATED HEREIN ARE FOR REFERENCE ONLY AS NORMAL REPRODUCTION PROCESSES MAY ALTER THE ACCURACY OF ORIGINAL DRAWINGS. JOHN H. CRESWELL PE #40940/ COA #30250 C: (863) 467-1111 E: john@gdcflorida.com REVISION WRITTEN DIMENSIONS ON THESE DOCUMENTS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. DRAWN BY B.S. & K.W. CHECKED BY J.H.C. DATE 9/4/2018 SHEET A-106 HATCH REPRESENTS NO WORK TO BE DONE MASTER BEDROOM 213 MASTER BATH 212 rL +7'1 � FINISH FLOOR W.I.C. S L E 211 A-302� rL +7'1 11-1 FINISH FLOOR I ATTIC A-301 `1 RENOVATION PLAN 01 / SCALE:1/4" = 1'-D° ATTIC BEDROOM 2 202 z rL +8'1 p' W.I.C. 2 FINISH O+ 203 f , FLOOR 3'-41/2" T-5" ... W.I.C. �1 Fn CORRIDOR 201 — 210'� LINEN 3 1 OF F- - T © 2668 2668 FOYER +IN FINISH 3 2�6 M p? < g [34 FLOOR E 5068 — — _ BUILT-INSHOE RACK )N 3 FINISH Iw W.I.C.3 FLOOR IZo 1 207 BATH 2 204 -I ��_l BATH 3 —1206 _ r u i BEDROOM 00 3 1 205 4 FINISH FLOOR I i L"J F BALCONY s Soz c 214 -301 TOP O BALCONY DECK SECOND FLOOR 10'11/2" 5 z � n ATTIC A -A A-301 1. ALL FRAMING AND/OR FURRING SHALL BE #2 GRADE OR BETTER AND SHALL BE PLACED AT 16" O.C. UNLESS OTHERWISE NOTED. ALL BEARING WALLS SHALL HAVE PT BOTTOM PLATES AND (2) TOP PLATES. 2. PIPING AND CONDUIT DISTRIBUTION AND ELECTRICAL BOXES SHALL BE CONCEALED WITH -IN STUD WORK. ALL CONDUITAND BOXES TO BE INSTALLED PRIOR TO INSULATION, AND SHALL BE INSPECTED BY MECHANICAL ENGINEER OF RECORD PRIOR TO WALL FINISHES. COVERS TO BE COORDINATED WITH OWNER PRIOR TO INSTALLATION. 3. CONTRACTOR TO PROVIDE BLOCKING AND FIRE STOPS AS REQUIRED BY CODE. STRUCTURAL ENGINEER SHALL INSPECT ALL BEARING PARTITIONS AND CEILING/ROOF SYSTEMS PRIOR TO INSULATION. 4. SEE TYPICAL WALL SECTIONS, AND NOTES FOR ADDITIONAL INFORMATION RELEVANT TO FURRING, INSULATION AND AIRNAPOR SEALS. 5. SEE "S" PAGES FOR WALL AND CEILING TIE DOWN INFORMATION AND CONNECTOR SCHEDULE. 6. PLUMBER SHALL COORDINATE ROUGH PLUMBING W/ CONTRACTOR PRIOR T01ST ROUGH, AND THEN AGAIN BEFORE SECOND ROUGH. PLUMBER SHALL BE RESPONSIBLE FOR INSTALLATION OF ALL BACKING REQUIRED FOR PROPER INSTALLTION OF PLUMBING AND ADA FIXTURES. WALL LEGEND III EXISTING 2X4 FRAME WALL W/ GYPSUM EACH SIDE LJ 2X4 SPRUCE FRAME WALL W/ SINGLE BOTTOM PLATE AND DOUBLE TOP PLATE, STUDS AT 16" O.C., PAINTED CEDAR 2 SHINGLE SIDING (TO MATCH EXISTING), OVER VAPOR BARRIER, OVER 112" PLYWOOD SHEATHING (EXT.) (TO TOP OF FLOOR JOIST BELOW, HEIGHT VARIES) 2X4 SPRUCE FRAME WALL W/ STUDS @ 16" O.C., SINGLE BOTT.PLATE AND SINGLE TOP PLATE W/ 1/2" GYPSUM EACH 3 SIDE (HEIGHT VARIES, MATCH TO EXISTING HEIGHT) 2X4 SPRUCE FRAME WALL W/ SINGLE BOTT.PLATE AND DOUBLE TOP PLATE N 1/2" GYPSUM (INT.) (HEIGHT VARIES, 4 MATCH TO EXISTING HEIGHT) 2X4 SPRUCE FRAME WALL W/ SINGLE BOTTOM PLATE AND DOUBLE TOP PLATE, STUDS AT 16" O.C., 1/2" GYPSUM (INT) 5 AND PAINTED CEDAR SHINGLE SIDING (TO MATCH EXISTING), OVER VAPOR BARRIER, OVER 1/2" PLYWOOD SHEATHING (EXT.) (TO TOP OF FLOOR JOIST BELOW, HEIGHT VARIES) REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCK i I ''ll I 1 0 of .7�c�N LJGSIGN GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC COA#30250,AA#26003565 502 NW 2ND STREET, OKEECHOBEE, FLORIDA 34972 P: (863) 467-1111 F: (863) 582-9574 W W W.GDCFLORIDA.COM yW Wo O O O W N O LLj� O W ; E2 n. 0 0 "I L? H yY N V VOM' L MLLLL co U) uj W 6 V IQ, W a C3 03 0 pt>1--aOC WM0Lu uiaIx a� Ix a. a IL ISSUEDIN PROGRESS ❑ ISSUED FOR REVIEW ❑ ISSUED FOR BIDDING ❑ ISSUED FOR PERMIT . ISSUED FOR CONSTRUCTION ❑ LIABILITYNOTE THIS IS THE PROPERTY OF GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED UPON REQUEST. SCALES AS STATED HEREIN ARE FOR REFERENCE ONLY AS NORMAL REPRODUCTION PROCESSES MAY ALTER THE ACCURACY OF ORIGINAL DRAWINGS. ID JOHN H. CRESWELL PE #40940/ COA #30250 C: (863) 467-1111 E: john@gdcflorida.com REVISION WRITTEN DIMENSIONS ON THESE DOCUMENTS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. DRAWN BY B.S. & K.W. CHECKED BY J.H.C. DATE 9/4/2018 SHEET A-107 SHED ROOF BELOW EXISTING ROOF TO REMAIN R EXIST. EXTERIOR FRAME WALLS �-� - SHED WALLS (BELOW) _ SECOND FLOOR 12 LOAD -BEARING WALLS , 12 LL (0-1 l ROOF OVERVIEW 1 / SCALE:1/4 1'-O" 12 ,12 GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC COA#30250,AA#26003565 502 NW 2ND STREET, OKEECHOBEE, FLORIDA 34972 P: (863) 467-1111 F: (863) 582-9574 WWW.GDCFLORIDA.COM O Q yW Wo i0C z OU WD CD W ? �a00 o �►-�00cl 14rV NOLLvv MLL 0LLMN fA W di I = 0 w C3 co 0 in C.)_cL cc FaLu - 0 -21 W oc 0 W ate' O a0 a w li a ISSUED IN PROGRESS ISSUED FOR REVIEW ❑ ISSUED FOR BIDDING ❑ ISSUED FOR PERMIT ■ ISSUED FOR CONSTRUCTION ❑ LIABIL/TY NOTE THIS IS THE PROPERTY OF GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED UPON REQUEST. SCALES AS STATED HEREIN ARE FOR REFERENCE ONLY AS NORMAL REPRODUCTION PROCESSES MAY ALTER THE ACCURACY OF ORIGINAL DRAWINGS. JOHN H. CRESWELL REVIEWED FOR PE C: #40940/ COA#301250 CODE COMPLIANCE E:john@gdcflorida.com ST. LUCIE COUNTY BOCC REVISION WRITTEN DIMENSIONS ON THESE DOCUMENTS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. DRAWN BY B.S. & K.W. CHECKED BY J.H.C. DATE 9/4/2018 SHEET ROOF OVERVIEW A-108 V EXISTING +71- YPSUM I EXISTING EXISTING /S' GYM +T-10" g — —�: A -A A -A A-301 301 EXPOSED CEILING 5/8" GYPSU I I sm" MR GYPSUM C -301 i D A_302 �- REFLECTED CEILING PLAN O� B E I- 5/68_" GYPSUM 5/8' GYPSUM iCEILING HEIGHFS� 5/B" GYPSUM 5/8" 5/ew GYPSUM + �51e" YP UM — — — — - _ +7-3 5B GYPSUM _ III 7 EXISTING 518". GYPSUM 301 s s 5/8" GYPSUM a 301 -- i3wSlM GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LI COA#30250,AA#26003565 502 NW 2ND STREET, OKEECHOBEE FLORIDA 34972 P: (863) 467-1111 F: (863) S82-9574 W W W.GDCFLORIDA.COM 2 Z� O Q yW 4 o L< 0� z pW CN O �LLJ mc W ; m aCN ~SOD V v0Orn.0 N C) J V C" M I.L I.LMC" V)5.-W WC V) I— I— p MG=Fa-QVLL p 0 —Iz v O ' v a w Q uj _' ° a w !Y a- a ISSUED IN PROGRESS ❑ ISSUED FOR REVIEW ❑ ISSUED FOR BIDDING ❑ ISSUED FOR PERMIT ■ ISSUED FOR CONSTRUCTION ❑ LIABILITYNOTE THIS IS THE PROPERTY OF GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC AND NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT IS NOT TO BE USED C ANY OTHER PROJECT AND IS TO BE RETURNI UPON REQUEST. SCALES AS STATED HEREIN ARE FOR REFERENCE ONLY AS NORMAL REPRODUCTION PROCESSES MAY ALTER TH ACCURACY OF ORIGINAL DRAWINGS. *:..�/ �V/g `�`, REVIEWED FOR JOHN H. CRESWELL CODE COMPLIANCE PE C4 940 COA #30250 111 ST. LUCIE/�C/�OUNTY E: john@gdcflorida.com BOCC REVISION GROUND FLOOR D A WRITTEN DIMENSIONS 0 THESE DOCUMENTS SHAI TAKE PRECEDENCE OVER 02 REFLECTED CEILING PLAN @ SECOND FLOOR ALL SCALED DIMENSIONS SC5:1/4" = 1'-0" DRAWN BY B.S. & K.W. CHECKED BY J.H.C. REFLECTED CEILING PLAN @GROUND FLOOR &SECOND FLOOR DATE 9/4/2018 SHEET A-109 +22'-10" PEAK OF ROOF MEAN ROOF HEIGHT +14'-4" HEADER HEIGHT +8'-8" SECOND FLOOR +8,_8„ HEADER HEIGHT +3,-8„ HEADER HEIGHT AT SHED FINISH FLOOR ASSUMED GRADE LEVEL_ 3'-0" 3'-3" \-SHED FINISH y FLOOR -qiii+22'-10" PEAK OF ROOF NEW 30 YEAR ARCHITECTURAL SHINGLES TO MATCH EXIST. +15'-9" MEAN ROOF HEIGHT +15'-4" HEADER HEIGHT NEW BALCONY AND RAILING +8'-8" SECOND FLOOR +8'4' TOP OF BALCONY HEADER HEIGHT SIDING TO MATCH EXISTING - NEW RAILING NEW DECK NEW STEPS J _ll'L1r�L. it l it- "1� T �` II l 1L JL 1 11 1- J If TI ,. J I TL � � ' �I F T ` � ]I ILJ_:;J 1.1 I�I L I7ILL- ll J- IL I -JL � -7.. l 11 I �� _. IL - ]L IF Jl it--- -Ir—�-fL±- l �'C i ICI -TT 71, °� lL II �I it j ll� 11Jl rJL II , ,i_�II l I1���1 II 1 FIF 'T it- ] T'r _ rlJ ``� TI T� I, 1 L II T II L 1F- T u LL� r_ s� 'I YLr C d T L IF I r � TL - 1 r> J[ LT I -JI -T J JT J I L II T- L.Tr' 1 Yl � TII l 11 T s iL T.-o II �I Ti 1 I IF II I 11 _:I�TI� 11_ II — -11_ Tl T FL T -T�I I� F---1L .....]= IF- �J II - -F- B-B A-302 J-I ]L I�LI�, L I 1 IL li .- 1I Jl ll 1L Imo- _'1' Il� _1 i -_.� l T- i,1 —It T°n L1 a I—! T I �L iL 11 1� l J, IJl Il II 1�!..�1 TI i�l —III ll if �It I L� JAI ;: F itJI IT_ -JL 11 T _ I ItlT I l-lL I nT 11 '1 L -- ' `. � �- L�� �'�LI jIF IT - I 1 u 7L J �III 1 �1 - TI II TI-LJ II 1 T =_ lI LI' �r r 11 71 I 1 I I . GENERAL NOTE: FINAL PAINT COLORS TO BE SELECTED BY OWNER. COLORS SHOWN ARE FOR REFERENCE ONLY. A301 A31 jr- 12 12 12� �12 f;r NEW 30 YEAR ARCHITECTURAL SHINGLES TO MATCH EXIST. RELOCATED SLIDING GLASS DOOR NEW OUTLOOKER TO MATCH EXIST. FLY RAFTER TO MATCH EXISTING -- SIDING TO MATCH EXISTING NEW BALCONY AND RAILING - _+8'-4" BALCONY TOP �I_I_ I_,_ _I_I_,_ - .. - DOOR I■I■I■I 11■I 11111■II INS 1■11 �� I��i■i■i■i ■I■I■1 11■I 11111■II II■I■II 1■II■i■i■i - ' • It 10 ■I■II■I■I■I■ 111■I 11111■II II■L�L1_ L■L1_ I �II�JI■I■I■NEW RAILING ■I■II■I■I■If'°:eleeee��a:l� ill Ilf ra: �e1ee::: �il■I■!■NEW DECK ■I■I■II■I■I■Ii�i II1II1111II1IIIIII IIIII III 111 j�`, III IIIIIIII IIIIIIIIIIIIIII1IIhII■!■I■NEW STONEWORK , MATCH EXIST. NEW STAIF 4-3 IF -J�� ry �a�.� �.� .�• �I�I■II�I� I�.� �r-r -sa.• +jl■I�i■ OP OF DECK i1�1 TI_%1liliti�l s I i�i� ���EXISTING ACU2 A -A A-301 IT 0 NORTH ELEVATION SCALE: 1/4" = 1'-0" FINISH FLOOR - - NEW STONEWORK FINISHASSUMED GRADE LEVEL0'-3" TOP OF DECK TO MATCH EXIST. -3'-3" 3'-0" APPDX. GRADE - EtB 02 WEST ELEVATION AA A-302 pi A-1.1 4 SCALE:1/4" = 1'-0" NEW BALCONY AND RAILING +8'-3" - OF BALCONY NEW POST EXIST. DECK REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNT` BCCC BUILDING EXTERIOR ELEVATIONS 1 GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC COA#30250, AA#26003565 502 NW 2ND STREET, OKEECHOBEE, FLORIDA 34972 P: (863) 467-1111 F: (863) 582-9574 W W W.GDCFLORIDA.COM VZ O Q F 14 Wo LO O 0 o ❑ w N O � ELI � CD y CD N o LL co U wwo V)I-1.p- LuvFa-0w pHCO 0 p U H a Ir t~a)0 Ud Lua�w 0 a�C a a ISSUED IN PROGRESS ❑ ISSUED FOR REVIEW ❑ ISSUED FOR BIDDING ISSUED FOR PERMIT ■ ISSUED FOR CONSTRUCTION ❑ LIABILITY NOTE THIS IS THE PROPERTY OF GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED UPON REQUEST. SCALES AS STATED HEREIN ARE FOR REFERENCE ONLY AS NORMAL REPRODUCTION PROCESSES MAY ALTER THE ACCURACY OF ORIGINAL DRAWINGS. i SS............ u: JOHN H. CRESWELL PE #40940/ COA #30250 C: (863) 467-1111 E: john@gdcflorida.com REVISION WRITTEN DIMENSIONS ON THESE DOCUMENTS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. DRAWN BY B.S. & K.W. CHECKED BY J.H.C. DATE 9/4/2018 SHEET A-201 ASSUMED GRADE LEVEL 4-1 +22'-10" PEAK OF ROOF _ +15'-9" MEAN ROOF HEIGHT NEW BALCONYAND RAILING +8'1 SECOND STORY +8,-3„ TOP OF BALCONY NEW 6X6 POST EXIST. DECK ,jIIk±O--O­ FINISH FLOOR APPROX.GRADE '- - r - T r - - L "I - T n r -' --I1 u1I' `f' IT - _71 Li _' h I ' � I'- �I Imo' _, � i - �� li- � it --, � .. If--,,r- �T - _- _ r J — — - . ' . - ,� ,IF , I FT I I ST NG D00 i - T — - - F 7- _ IF - - - - IT - I I - - -- O XISTING STING WINDO 6. 1' if S I� I' I TIO _ NG DO +8'_3„11-T_ TOP OF BALCONY SLOPE pl/8"PERo i I �XISTIN6 VdNDON] I ASSUMED GRADE LEVEL 44' - WA SOUTH ELEVATION EAST ELEVATION SCALE:1/4" = l'-0" _ E A-302 XISTING WNDO A -A A-301 GENERAL NOTE: FINAL PAINT COLORS TO BE SELECTED BY OWNER. COLORS SHOWN ARE FOR REFERENCE ONLY.] F FT TTF . LL r�L 1 L IT T ry �- �� J� 11 r - , Ta 11 � J _ � r� it n n II TT-- ;r �� _, r n -� _I I LL T_ FT r, �I � Li n 1 FIE I I r IT Tl Tl n T,J - ,�IF i NEW STEPS MATCH TO &B A-302 AA EFB A-301 A-302 r NEW 30 YEAR ARCHITECTURAL SHINGLES TO MATCH EXIST. NEW BALCONY AND RAILING NEW SHINGLES TO MATCH EXIST. SIDING TO MATCH EXISTING NEW RAILING NEW DECK NEW STEPS +22'-10" PEAK OF ROOF +15'-9" r MEAN ROOF HEIGHT +15'1 HEADER HEIGHT +61 SECOND FLOOR TOP OFBALCONY� REVIEWED FOR 6'-8"_ODE COMPLIANCE HEADER HEIGHT ST. LUCIE COUNTY BOCC TI , HEADER HEIGHT - AT SHED t0'-0" FINISH FLOOR -0'1 TOP OF DECK 41 SHED FINISH FLOOR BUILDING EXTERIOR ELEVATIONS 2 pi f/1 E-S—rco 4 GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC COI AA#26003565 502 NW 2ND STREET, OKEECHOBEE, FLORIDA 34972 P: (863) 467-1111 F: (863) 582-9574 WWW.GDCFLORIDA.COM V 2 yW Wo Lo 0 o p w cv Q �U o o W y dap o V I—F,Ln N OJ V MLi_ LLmN tA�-:wwp NL-F p- M V p w F co V p U p V a I— -10 waww a w w d 0- ISSUED IN PROGRESS ❑ ISSUED FOR REVIEW ❑ ISSUED FOR BIDDING ❑ ISSUED FOR PERMIT ■ ISSUED FOR CONSTRUCTION ❑ LIABILITYNOTE THIS 15 THE PROPERTY OF GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED UPON REQUEST. SCALES AS STATED HEREIN ARE FOR REFERENCE ONLY AS NORMAL REPRODUCTION PROCESSES MAY ALTER THE ACCURACY OF ORIGINAL DRAWINGS. v 19 10HN H. CRESWELL PE #40940/ COA #30250 C: (863) 467-1111 E: john@gdcflorida.com REVISION WRITTEN DIMENSIONS ON THESE DOCUMENTS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. DRAWN SY B.S. & K.W. CHECKED BY J.H.C. DATE 9/4/2018 SHEET A-202 i + CEILING JOIST HEIGHT TOP OF WALL CUSTOM RAFTER TAIL (TO MATCH EXISTING) SECOND FLOOR 2X6 RAFTER +4'-3" BEAM HEIGHT AT STORAGE 2X4 HARDIE FASCIA CUSTOM RAFTER OVERHANG BALLOON FRAMED 2X4 PT STUD @ 16" O.C. ±0'—o° FINISH FLOOR 1 (2) 8"X16" S.STL. I FLOOD VENT (EACH -f PARALLEL WALL) CRAWL SPACE VERIFY AND MATCH EXIST. - 2X10 RIM JOIST (TYP. _ AT HIP ROOF SIDES) - 2X4 SPRUCE CEILING BACKING \ (2) 2X4 SPRUCE TOP PLATE (TYP) - 2X8 PT LEDGER _ = _ 2X4 CATS @ 48" O.C. (TYP - AT LOAD BEARING WALLS) 6" - 2X4 SPRUCE STUDS @ 16" O.C. (TYP) -- -- 1/2" GYPSUM (TYP) - - 2X4 PT BOTT. PLATE (TYP) ° 8" CMU STEM WALL (SEE STRUCTURALS) 4-0„ ° ° • TOP OF GRADE • BEAM ° _5 -4 — BOTT. OF • • ° GRADE BEAM 5/8" (2) 1 3/4"X 9 1/4" LVL BEAM @ BEARING WALLS (SEE FLOOR, FRAMING PLAN FOR LOCATION) R-30 BATT INS. BETWEEEN 2X10 FLOOR JOISTS (TYP) CEILING TYP) 08 RIDGE BEAM 12 ,12 (2) 2X4 SPRUCE TOP PLATE 2X4 SPRUCE STUDS @ 16" O.C. (TYP) 1/2" GYPSUM (TYP) 2X4 SPRUCE BOTT. PLATE (TYP) - 3/4" T&G ADVANTECH _ SUBFLOORING (TYP) y ( f f f f 2X4 BLOCKING @ 24" _ O.C. (AS NEEDED) 2X10 FLOOR JOIST (T @ D.C. 1/2" GYPSUM, (TYP) — 1/2" MR GYPSUM 2X4 SPRUCE TOP PLATE 2X4 SPRUCE STUDS @ 16" O.C. (TYP) BUILDING SECTION A -A (u -I BI-FOLD DOOR 4" CONC. SLAB CRAWL SPACE O 30 YEAR ARCHITECTURAL SHINGLES (TO MATCH EXISTING) OVER PEELAND STICK UNDERLAYMENT OVER 5/8" COX PLYWOOD SHEATHING - 2X6 RAFTER @ 16" O.C. _ R-19 BATT INS. BETWEEN 2X6 - -- CEILING JOIST @16" O.C. (TYP) R-19 BATT INS. STRAPPED TO 2X6 RAFTER (TYP) I 1 1/2" MR GYPSUM (EACH SIDE) - SIDINGTO MATCH EXISTING _ TYVEK OVER 1/2" COX PLYWOOD R-13 BATT. INS. _2�� —501/ STONEWORK SIDING TO MATCH EXISTING EXISTING ROOFING ----- SYSTEM EXISTING CEILING SYSTEM +16'-8" CEILING HEIGHT AT SECOND FLOOR 30 YEAR ARCHITECTURAL SHINGLES (TO MATCH EXISTING) OVER PEELAND STICK UNDERLAYMENT OVER 5/8" COX PLYWOOD SHEATHING SECOND FLOOR R-30 BATT INS. riiiiIio +T-10" TOP OF WALL / PT RI JOIST -- RIM JOIST EXISTING FLOORING - -- SYSTEM EXISTING 2X4 FRAME WALL 4 -501 � ± I -On A FINISH FLOOR EXISTING FLOORING --- SYSTEM -3'-3t' ASSUMED GRADE —4'-0" to T. OF GRADE BEAM EXISTING BASEMENT WALL NOTE: 6 MIL VAPOR BARRIER, OVER CLEAN, TERMITE TREATED, COMPACTED FILL (MIN. 98% DENSITY, TEST REQUIRED) WHERE ALL CONCRETE MEETS SOIL 2X6 RAFTER @ 16" O.0 (2) 2X4 PT TOP PLATE 5/8" GYPSUM CEILING (TYP) R-19 BATT INS. 2X4 SPRUCE STUDS @ 16" O.C. (TYP) 1/2" GYPSUM (TYP) 2X4 PT BOTT. PLATE(TYP) 3/4" T&G ADVANTECH - - \ SUBFLOORING (TYP) � \ 2X10 FLOOR JOIST @ \ 16" O.C. (TYP) 2X10 PT RIM JOIST 2X4SPRUCE CEILING BACKING / (2) PT 2X4 TOP PLATE 1/2" COX PLYWOOD R-13 BATT. INS. - 2X4 CATS @ 48" INCREMENTS (TYP AT LOAD -- - BEARING WALLS) SIDING TO MATCH EXISTING 4" CONC. SLAB STONEWORKTO_ MATCH EXISTING 8" CMU STEM WALLWI (1) #5 VERTICAL FOOTING REBAR @ 4'-0" O.C. UNLESS RE SPECIFIED OTHERWISE ON STEM WALL PLAN IN 3500 PSI PUMP MIX (TYP.)COD ST. I FRONT TYPICAL SECTION C SCALE:1/2" = V-0" DECKAND BALCONY HIDDEN FROM VIEW I FOR LIANCE ARCHITECTURAL SECTIONS GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC COA#30250,AA#26003565 502 NW 2ND STREET, OKEECHOBEE, FLORIDA 34972 P: (863) 467-1111 F: (863) 582-9574 W W W.GDCFLORIDA.COM Q � yW 4 to O O LLJ CV O LU O= o W y �dp o tMY N�O LL M�Nu1 w >- LI UI p QOWVLLJ ( ) C3 p U F a a U0LLJ aOLLI w� p-2 a O w oc IL IL ISSUED IN PROGRESS ❑ ISSUED FOR REVIEW ❑ ISSUED FOR BIDDING ❑ ISSUED FOR PERMIT ■ ISSUED FOR CONSTRUCTION ❑ LIABILITYNOTE THIS IS THE PROPERTY OF GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED UPON REQUEST. SCALES AS STATED HEREIN ARE FOR REFERENCE ONLY AS NORMAL REPRODUCFION PROCESSES MAY ALTER THE ACCURACY OF ORIGINAL DRAWINGS. 4) y `• TIT OD � JOHN H. CRESWELL PE #40940/ COA #30250 C: (863) 467-1111 E: john@gdcflorida.com REVISION WRITTEN DIMENSIONS ON THESE DOCUMENTS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. DRAWN BY B.S. & K.W. CHECKED BY J.H.C. DATE 9/4/2018 SHEET A-301