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Home My WebLink AboutBUILDING PLANCASH EN TRECE NEW CUSTOM RESIDENCE 434 SE NARANJA AVE, PORT ST. LUCIE, PARCEL ID: 3419-530-0013-000-7 OWNER'S REPRESENTATIVE: NAME: SCOTT BRITTON PHONE: (561) 248-5987 EMAIL: brittonllumber@gmail.com ISSUED FOR BUILDING PERMIT 1/19/2018 9� T ARCHITECTURE CIVIL ENGINEERING STRUCTURAL ENGINEERING MEP ENGINEERING THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICASLS CODES, TERMITE TREATMENT REQUIRED .4L-L r4MUFACTilRkS LggLEs SHOW N €gbfi�® AND gHaC C ING With €NBHpy cooE MN NCE N€MAIN ST IJ"C INBltOBALL � SAND WINDOWS a'PpOyED ST. LliC. COL`. �&;qq ' I G DIVISION REVIEWS FORC REVIEW BY DATE PLAWAND PE'SL tt h, ST BE IGPT ON JOB OR NO INSPECTION WILL BE MADE, 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 o ao E LLJ a J ►>r cm Ueu o W ix- u � Q v J I, GENERAL PROJECT INFORMATION SITE LOCATION 1 ADDRESS 434 BE NARANJA AVE, PORT ST. LUCIE, FLORIDA,34983 PARCEL ICI: 3419-530-0013-000-7 OWNER: SCOTT BRITTON OWNER'S ADDRESS: 434 SE NARANJA AVE OWNER'S CONTACT: (561)248-5987 brittonliumber@gmalf.com SCOPE OF WORK CONSTRUCT ONE (1) NEW RESIDENTIAL STRUCTURE ON AN EXISTING; NON -DEVELOPED RES. LOT IN ST. 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). DESIGN DATA JURISDICTION: SAINT LUCIE COUNTY PLANNING & DEVELOPMENT SERVICES - BUILDING & CODE REGULATION DIVISION PHONE: 772-462-2172 FLORIDA BUILDING CODE 6TM EDITION (2017) BUILDING FLORIDA BUILDING CODE 6TM EDITION (2017) RESIDENTIAL FLORIDA BUILDING CODE 6TMfDITION (2017) PLUMBING FLORIDA BUILDING CODE 6TM EDITION (2017) MECHANICAL FLORIDA BUILDING CODE 61H EDITION (2017) ENERGY CONSERVATION FLORIDA BUILDING CODE 6TM EDITION (2017)ACCESSIBILITY 2014 NATIONAL ELECTRIC CODE (NEC) FLORIDA FIRE PREVENTION CODE 6TM EDITION OCCUPANCY USE: "R" RESIDENTIAL SPRINKLERED: NO BUILDING DESIGNED: ENCLOSED CONSTRUCTION TYPE: III-B ULTIMATEWIND SPEED: V (ULT)170 MPH NOMINAL WIND SPEED: V (ASD)132 MPH EXPOSURE: C RISK CATEGORY: IT. INTERNAL PRESSURE COEFFICIENT: +/-0.18 ADJUSTMENT FACTOR FOR HEIGHTAND EXPOSURE: NIA IMPORTANCE FACTOR: 1.21 MEAN ROOF HEIGHT: 16-3" ROOF PITCH: 5,12 COMPONENTS AND CLADDING PRESSURES; ROOF ZONES: 1. -28 PSF 2. -36.7 PSF 3.57.8 PSF WALL ZONES: SEE ELEVATIONS LOADS, FLOOR: 40 PSF ROOFIDEAD: 10 PSF ROOFILIVE: 30 PSF REARING: PRESSURES• MINIMUM SOIL BEARING PRESSURE: 2500 PSF PRESUMPTIVE SOIL BEARING PRESSURE: 250O PSF SITE LOCATION DATA LEGAL DE CRIPTION; RIVER PARK -UNIT 4 BLK 32 LOT 13 (MAP 34/27N) (OR 3937-2927) ZONE CLASSIFICATION: RS-4 LAND AREA: 0.39 ACRES NEIGHBORHOOD: -- MARKET: - DOR USE CODE: 0000-VACANT TAX DISTRICT: -- SITIR: 27136SI4DE COPYRIGHT DISCLAIMER REPRODUCTION OF THE ILLUSTRATIONAND 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 WAYTRANSFERS 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 ORANY 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 APURCHASER 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. GENERAL NOTES 1. DRAWINGS ARE NOT TOBESCALED. ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALL NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 2. CONTRACTOR TO VERIFYALL DIMENSIONS& AD VISE ENGINEER OF ANY DISCREPANCIES, CONSTRUCTION SHALL NOT PROCEED UNTIL SAID DISCREPANCIES HAVE BEEN RESOLVED AND APPROVED BY ENGINEER. 3. NO MATERIALS OR SYSTEMS ARE TO BE FABRICATED UNTIL: A. ALL DIMENSIONS HAVEBEEN VERIFIED BY THE CONTRACTOR. B. SHOP DRAWINGS HAVEBEEN REVIEWED AND ACCEPTED BI THE ENGINEER. CONTRACTOR TO SUBMITSHOP DRAWINGS FOR APPROVAL BEFORE COMMENCING FABRIC477ONAND/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 FABRICATIONAND/OR INSTALLATION OF ALL APPLICABLE ITEMS OF CONSTRUCTION. ALL SHOP DRAWING DIMENSIONS SHALL BE FIELD VERIFIED, REVIEWED AND APPROVED BY THE CONTRACTOR BEFORE SUBMITTAL, ANO SO NOTED. RE -REVIEW BYARCHITECrOR ENGINEER REQUIRED BY SUBMITTAL NOT EVALUATEDANDAPPROVED 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, LLCAND MAY NOT BE USED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN CONSENT OF GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC OR ITS DULY AUTHORIZED REPRESENTATIVES PLANS MAYBE PURCHASED SEPARATELYBYCONTACTING GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC @ (863) 467- llll- 5. THE ENGINEER WILL NOTEE RESPONSIBLE FOR AND WILL NOTHAVECONTROL OR CHARGE Of CONSTRUCTION METHODS, TECHNIQUES, PROGRAM, SEQUENCES OR PROCEDURES OR FOR THE SAFETY PRECAUS77ONS AND 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 HA VECONTROL, CHARGE OR BE RESPONSIBLE FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR SUB- CONTRACTORS, OR ANY OF THEIR AGENTS OR EMPLOYEES OR ANYOTHER 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 WALLS, WINDOWS, PREC4STCLADDING, COLD -FORMED METAL FRAMING, OR OTHER SYSTEMS NOT SHOWN IN THE STRUCTURAL DOCUMENTS. SUCH SYSTEMSSHALL BE DESIGNED, FURNISHED, AND INSTALLED BYOTHERSAS REQUIRED IN OTHER PORTIONS OF THE CONTRACTOOCUMENTS. Z CONTRACTOR SHALL COMPLYWITH ALL APPLICABLE LOCAL, STATEAND FEDERAL BUILDING CODES. PERMITSHALL BEPOSTED ON A VISIBLE PLACEATALL TIMES. S. ALL WORK, MATERIALSAND EQUIPMENT UTILIZED IN THIS PROJECTSHALL BE INSTALLED IN STRICTACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 9. ALL WORK FOR THIS PROJECT SHALL CONFORM TO STANDARDSPUBUSHED BYRECOGNIZED PROFESSIONAL AND INDUSTRYORGANIZATIONSAS PER FBC. 20. ALL MATERIALS USED SHALL BE NEW DELIVERED TO THEJOB IN ORIGINAL SEALED CONTAINERS BEARING ORIGINAL MANUFACTURERS LABELS. 12. BEFORE COMMENCING WITH THE WORK, THE CONTRACTOR SHALL FILE WITH THE OWNER CURRENT INSURANCE CERTIFICATIONS IN THE AMOUNTS REQUESTED BY 7HE OWNER FOR WORKMAN COMPENSATION, COMPREHENSIVE GENERAL UABIUM SODILYINJURYAND PROPERTY DAMAGE. IT IS THE INTENTION OF THE PARTIES THATCONTRACTOR SHALL IDEN77F THE OWNER AND A RCHITECT FOR ANY AND ALL COSTS, CLAIMS, SUITES, AND JUDGMENTS FOR PROPER TY DAMA GE AND PERSONAL INJURY, ARISING OUT OF THE WORK CONTRACTOR 12. THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES: STRUCTURAL" PLUMBING, FIRE PROTECTION, ELECTRICAL & AIR CONDITIONING ATTHE TIME THE WORK IS PERFORMED ON THIS STRUCTURE. 13. CONTRA CFOR SHALL BE RESPONSIBLE FOR VISITING THE SITE PRIOR TO BIDDING AND FAMILIARIZING HIMSELF WITH ALL EXISTING CONDITIONS AFFECTING THE WORK, INCLUDINC BUT NOT LIMITED TO PRIVATEAND PUBLIC UTILITIES, ON AND OFF SITE, ACCESS ROADS, AND OTHER SUPPORT FACILITIES. 14. THE CONTRACTOR HAS THE SOLE RESPONSIBILITY OF DETERMINING THE ERECTION PROCEDUREAND SEQUENCE TO ENSURE THE SAFETY OF THE BUILDING AND ITS COMPONEN PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, TEMPORARY BRACING, GUYS, FALSE WORK OR CRIBBING THAT MAYBE NECESSARY TO STABILIZE THE STRUCTURE DURING ERECTION, UNDER ALL LOADING CONDITIONS. SUCH MATERIAL SHALL BE REMOVED ANO SHALL REMAIN THE PROPER TYOF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. 15. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL DRAWINGS FOf INSERTS, SLEEVES, CURBS PADS, ETC, THATAFFECTSTRUCrURAL WORK. 16. CONTRACTORSHALL VERIFYALL EXISTING UTILITIES SHOWN IN THE CIVIL SHEETS PRIOR TO THE EXCAVATIONFOR THE BUILDING FOUNDATIONS. THESTRUCTURAL ENGINEER SHALL SE NOTIFIED OF POTENTIAL CONFLICTS BETWEEN THE FOUNDATIONSAND ANY BURIED UTILITY PIPES. 17. CONTRACTORSHALL FIELD VERIFYALL EXISTING CONDITIONS PRIOR TO ORDERINGANY MATERIALS, AND SHALL IMMEDIATELYNO77FYTHE ENGINEER WHERE CONDITIONS MAYVAR FROM WHATARE SHOWN ON THE DRAWINGS. IS. WHEREA DETAILIS LABELED"TYPICAL- ON THESTRUCIURAL DRAWINGS, ITSHAUAPPLYTO ALL SAME OR SIMILAR CONDITIONS ON THE PROJECT. 19. CONTRACTOR SHALL NOTIFYARCHITECT/ENGINEER FOR CLARIFICATION PRIOR TO BIDDING ANY DISCREPANCIES BETWEEN, BUT NOT LIMITED TO THE ARCHITECIVRAL, STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS ANY DISCREPANCIES AFTER BIDDING SHALL BE INTERPRETED AS IF IT WAS BID BASED ON THE MOST EXPENSIVE METHOD OR FINLSH. 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 WORKARE COMPLETED EXCLUDINGALL FINAL PUNCH LISTS ITEMS, REGARDLESS OF OWNERS USAGE OI 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 BYTHEM. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND/OR THE REPLACEMENT OF ANY EQUIPMENT DAMAGED DURING CONSTRUCTION OR CLEAN-UP. CONSTRUCTION PERSONNE SHALL BE CONFINED TO THE LIMITS OF THE CONSTRUCTION AREA ALL OSHA REGULATIONS FOR CONSTRUCTION AREAS SHALL BE STRICTLYFOLLOWED. 24. ALL DIMENSIONS ARE BASED ON NOMINAL SIZES OF MEMBERS AND ARE GIVEN TO THE OUTER FACE OF SUCH MEMBERS, NOT TO FACE OF FINISH MATERLAL UNLESS OTHERWISE NOTED ON DRAWINGS. 25. THE CONTRACTOR SHALL BE AWARE THATSPECIFIC FIRE RATEDSEPARATION WITHIN THE BUILDING'S CONSTRUCTION ARE REQUIRED BYCODE. THE USE OFSPECIFICMATERIALSAND COMBINATIONS OF WITHIN FIRE RATEDASSEMBUES AS CALLED FOR ON THE DRAWINGSAN SPECIFICATIONSARE FOR THEPURPOSE OFACHIEVING THOSE REQUIRED RRESEPARATION SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THATCHANGE IN MATERIAL THAT ARE REQUESTED BY OR MADE BYTHE CONTRACTORAND/OR 1TSSUB-CONTRACTORS, FROM THOSE MATERIALS DRAWN OR SPECIFIED, DOES NOTINANY WAYAFFECTED OR LESSEN THE REQUIRED FIRE RATED CONSTRUCTION OR ASSEMBLY. 26. UPON COMPLETION OF THIS PROJECT, THE CONTRACTOR, SHALL GIVE THE OWNER AND ARCHITECrA COMPLETE SET OFAS-BUILTARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS ALONG WITH THE WRITTEN GUARANTIES, OPERATIONAND MAINTENANCE MANUALS OFALL EQUIPMENTAND FINISHES INSTALLED. THE CONTRACTOR SHALL MAINTA A CURRENTSET OFAS-BUILT DRAWINGS. INFORMATION SHALL BE RECORDED BY CONTRACT 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 LOCATIONAND SIZE OFSAME. IN CASE OF HIS FAILURE TO LEAVE OR CUTSAME IN I PROPER PLACE, HE SHALL CUT THEM AFTERWARDS ATHIS OWN EXPENSE. NO EXCESSIVE CUTTING WILL BE PERMITTED NOR SHALL ANYSTRUCrURAL MEMBERS WILL BE CUT WITHOUT THE CONSENTOF THEARCHITECT. CONTRACTOR SHALL BE FULLYRESPONSISLE R THE COORDINATION OFALL WORK OF TRADES PLUS THE COORDINATION, REPAIR AND PREPARATION FOR THE WORK OF ANY OTHER TRADES THAT WILL BE SUBSEQUENTLY LET UNDER SEPARATT CONTRACT BY THE OWNER. 28. CONTRACTOR SHALL COORDINATE WITH MECHANICAL AND ELECTRICAL CONTRACTORS THE LOCATION OFAU ACCESS PANELS SO AS TO ALLOW FOR PROPER EQUIPMENT ACCESSIBILITY MAINTENANCE AND/OR OPERATION OF THE BUILDING SYSTEMS PRIOR TO THE STARTOF WORK. THE OMISSION OF ANY OR ALL ACCESS PANELS DOES NOT RELIEVE THE CONTRALTO, OF THE RESPONSIBILITY FROM PROVIDING AND INSTALLING SUCH PANELS OR DOORS. 29. 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 ACCEPTANCEBY THE OWNER INCLUDING BUT NOT LIMITED TD WINDOWS, STOREFRONT, FLOORS CARPETS, WALLS, DOORS, EQUIPMENT, ETC 30. THE CONTRACTOR SHALL GUARANTEE IN WRITING FORM ASACCEPTABLE TO THE OWNER LABOR AND MATERIALS INSTALLED BYHIM FORA PERIOD OF NOT LESS THAN (1) ONE YEAR AFTER DATE OFACCEPTANCEOF WORK BY THE OWNER EXCEPTAS MODIFIED HEREIN OR OI OTHER DRAWINGS, SHOULD DEFECTS OCCUR ALL WORKSHALL BE REPLACED OR PROPERLY REPAIREDATNO ADDITIONAL COST TO THE OWNER. 31. ALL WORK COMPLETED OR OTHERWISE, SHALL BE PROPERLYPROTECTEDATALL TIMES. CONTRACTOR SHALL FOLLOWALL ACCEPTED METHODS OFSAFETY PRACTICEAND PROVIDE ALL FENCES, BARRICADES, ETC AS MAYBENEEDED TO PROTECT LIFEAND PROPERTYAND A MAYBE REQUIRED BYAUTHORMES HAVINGJURISDICTION OVER THIS WORK. HESHALL REPAIRAT HIS OWN COST ANY DAMAGES TO THE PREMISES OR ADJACENT WORKCAUSED 6 HIS OPERATION. zi 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. --- MASONRYOPENING A.S.B. -- ASBESTOS MTL. -- METAL ASPH. -- ASPHALT NA -- NOT APPLICABLE ASST. -- ASSISTANT NC --- NON-COMBUSTIBLE BATT - BATT INSULATION N.I.C. -- NOT IN CONTRACT BB. -- BACKER BOARD No. I 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 GOTT. - BOTTOM O.F.I.C. -- OWNER FURNISHED, CONTRACTOR CAB. -- CABINET INSTALLED CB -- CATCH BASIN O.H. -- OVERHANG CEM. -- CEMENT OFF. -- OFFICE C.PLAS- - CEMENT PLASTER O.S.H-A -- OCCUPATIONAL SAFETY AND HEALTH C.G. -- CORNER GUARD ADMINISTRATION STANDARDS C.HGT. -- CEILING HEIGHT OPNG. --- OPENING CANT. -- CONTROL JOINT 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 CLOT. -- CLOSET PR. -- PAIR C.O. -- CLEAN OUT PTD. -- PAINTED CONC. - 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 RT -- 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 .y y y v y YSL9RRy Y yYY y E.W.C. -- ELECTRIC WATER COOLER SLD. -- SLIDING EXH. --- EXHAUST BRIEF --- STATE REQUIREMENTS FOR EXIST. -- EXISTING EDUCATIONAL FACILITIES (2014 ED.) EXT. -- EXTERIOR S.S. -- SERVICE SINK EXPAT. - EXPANSIONJOINT 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, FURNITURES AND SUSP. - SUSPENDED ,%SYM. -,�� SYMMETRJd ALk_A__),�� 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 -- UNLIMITED AREA GALV. -- GALVANIZED U.C. -- UNDER COUNTER GEN. - GENERATOR U.L. -- UNDERWRITERS LABORATORY GL -- GLASS U.N.O. --- UNLESS OTHERWISE NOTED G.W.B. -- GYPSUM WALLBOARD VERT. -- VERTICAL HIC -- HANDICAP VEST. -- VESTIBULE HC - HOLLOW CORE V.I.F. -- VERIFY IN FIELD HOWD. -- HARD WOOD VWC -- VINYL WALL COVERING HM -- HOLLOW METAL VT -- VINYL TILE HORIZ. -- HORIZONTAL W/ -- WITH HGT. -- HEIGHT W.C. -- WATER CLOSET H.P. -- HIGH POINT WD -- WOOD LDIA. - INSIDE DIAMETER W/O - WITHOUT INSUL. -- INSULATION WP. -- WATERPROOF INIT. -- INTERIOR WT. -- WEIGHT INV. - INVERT DIRECTORY OWNER ARCHITECT/STRUCTURE CONTACT: SCOTT BRITTON CONTACT: GREEN DESIGN CONSTRUCTION & ADDRESS: 434 SE NARANJA AVE, PORT ST. LUCIE, DEVELOPMENT, LLC FLORIDA, 34983 JOHN H. CRESWELL, P.E. PHONE: (561)2485987 ADDRESS: 4459 BE KUSIN AVE., STUART, FL, 34997 EMAIL: brittonllumber@gmail.com PHONE: (863)467-1111 EMAIL: john@gdeflorida.com CIVIL BUILDER CONTACT: NIA CONTACT: TBD ADDRESS: - ADDRESS: -- PHONE: --- PHONE: --- EMAIL; -- EMAIL: -- MECHANICAL ELECTRICAL CONTACT: TBD CONTACT: TBD ADDRESS; •- ADDRESS: - PHONE: - PHONE:. -- EMAIL: - EMAIL: -- PLUMBING LANDSCAPE CONTACT: TBD CONTACT: NIA ADDRESS: --- ADDRESS: --- PHONE: --- PHONE: -- EMAIL: --- EMAIL: -- FIRE SPRINKLER INTERIOR DESIGN CONTACT: NIA CONTACT: NIA ADDRESS: -- ADDRESS: --- PHONE: -- PHONE: --- EMAIL: - EMAIL: --- LOCATION MAP NOT TO SCALE W- FRONT PERSPECTIVE NOT TO SCALE BACK PERSPECTIVE GENERAL PROJECT DATA NOTES, SHEET INDEX =-,t= '- 1 i7c5113N 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 WW Z WW IWO i) 'MIS H ° W 1. W Q O Q W CD oft Z ? CD CD C LUcf) ❑ Ccn 9 Z A 00 -h V 0- u _ C' M M y F W H mo- WQvI-w I.- QLU cj P4 =' V 0 1aLu w w a 0. ISSUED IN PROGRESS ❑ ISSUED FOR REVIEW ❑ ISSUED FOR BIDDING ❑ ISSUED FOR PERMIT ■ ISSUED FOR CONSTRUCTION ❑ LIABILITY NOTE THIS IS THE PROPERTYOF 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 STATEDHEREIN 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 3/21 /2018 WRITTEN DIMENSIONS ON THESE DOCUMENTS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. DRAWN BY B.S. & K.W. CHECKED BY J.H.C. DATE 3/21 /2018 �II SHEET 4f G-001 GENERAL PROJECT INFORMATION SITE LOCATION I ADDRESS 434 SE NARANJA AVE, PORT ST. LUCIE, FLORIDA,34983 PARCEL ID: 3419-530-0013-000-7 OWNER: SCOTT BRITTON OWNER'S ADDRESS: 434 SE NARANJA AVE OWNER'S CONTACT: (561) 248-5987 bdttonliumber@gmaii.com SCOPE OF WORK CONSTRUCT ONE (1) NEW RESIDENTIAL STRUCTURE ON AN EXISTING; NON -DEVELOPED RES. LOT IN ST. 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). DESIGN DATA JURISDICTION: PORT SAINT LUCIE BUILDING DEPARTMENT PHONE: 772-871-5132 BUILDING CODES IN EFFECT: FLORIDA BUILDING CODE 6TM EDITION (2017) BUILDING FLORIDA BUILDING CODE 6TM EDITION (2017) RESIDENTIAL FLORIDA BUILDING CODE 6TM EDITION (2017) PLUMBING FLORIDA BUILDING CODE 6TM EDITION (2017) MECHANICAL FLORIDA BUILDING CODE 6TM EDITION (2017) ENERGY CONSERVATION FLORIDA BUILDING CODE 6TM EDITION (2017) ACCESSIBILITY 2014 NATIONAL ELECTRIC CODE (NEC) FLORIDA FIRE PREVENTION CODE 6TM EDITION OCCUPANCY USE: "R" RESIDENTIAL SPRINKLERED: NO BUILDING DESIGNED: ENCLOSED CONSTRUCTION TYPE: III-B ULTIMATE WIND SPEED: V (ULT)170 MPH NOMINAL WIND SPEED: V (ASD) 132 MPH EXPOSURE: C RISK CATEGORY: II. INTERNAL PRESSURE COEFFICIENT: +/-0.18 ADJUSTMENT FACTOR FOR HEIGHT AND EXPOSURE: NIA IMPORTANCE FACTOR: 1.21 MEAN ROOF HEIGHT: 15'-3" ROOF PITCH: 5:12 COMPONENTS AND CLADDING PRESSURES: ROOF ZONES: 1. -28 PSF 2. -36.7 PSF 3. -57.8 PSF WALL ZONES: SEE ELEVATIONS LOADS: FLOOR: 40 PSF ROOF/DEAD: 10 PSF ROOF/LIVE: 30 PSF BEARING PRESSURES: MINIMUM SOIL BEARING PRESSURE: 2500 PSF PRESUMPTIVE SOIL BEARING PRESSURE: 2500 PSF SITE LOCATION DATA LEGAL DESCRIPTION: RIVER PARK -UNIT 4 ELK 32 LOT 13 (MAP 34/27N) (OR 3937-2927) ZONE CLASSIFICATION: RS-4 LAND AREA: 0.39 ACRES NEIGHBORHOOD: - MARKET: - DOR USE CODE: 0000-VACANT TAX DISTRICT: - SITIR: 27/36SI40E COPYRIGHT DISCLAIMER REPRODUCTION OF THE ILLUSTRATIONAND 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 WAYTRANSFERS 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. GENERAL NOTES 1. DRAWINGS ARE NOT TO BE SCALED. ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBIUTYOF THE GENERAL CONTRACTOR, AND ALL NOTED DIMENSIONS TAKEPRECEDENCE OVER SCALED DIMENSIONS. 2. CONTRACTOR TO VERIFYALL DIMENSIONS&ADVISE ENGINEER OF ANY DISCREPANCIES CONSTRUCTION SHALL NOT PROCEED UNTIL SAID DISCREPANCIES HAVE BEEN RESOLVED AND APPROVED BYENGINEER. 3. NO MATERIALS OR SYSTEMS ARE TO BE FABRICATED UNTIL: A. ALL DIMENSIONS HAVEBEEN VERIFIED BY THE CONTRACTOR. B. SHOP DRAWINGS HAVEBEEN REVIEWED AND ACCEPTED BY THE ENGINEER. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL BEFORE COMMENCING FABRICA77ONAND/OR INSTALLATION OF ALL APPUC49LE 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 TOSUBMIT A 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 ORAWNNG DIMENSIONS SHALL BE FIELD VERIFIED, REVIEWED AND APPROVED BYTHE CONTRACTOR BEFORE SUBMITTAL AND SO NOTED. RE -REVIEW BYARCHITECiOR ENGINEER REQUIRED BY SUBMITTAL NOT EVALUATEDANDAPPROVED BY CONTRACTOR SHALL BE PAID FOR BY THE CONTRACTOR ON HOURL Y RA TES ESTA BUSHED IN ARCHITECTS CONTRACT FOR SERVICES FOR THIS PROJECT. 4. PLANS AS DESIGNED ARE THE SOLE PROPERTY OF GREEN DESIGN CONSTRUCTION& DEVELOPMENT, LLCAND MAYNOT BE USED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN CONSENT OF GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC OR ITS DULY AUTHORIZED REPRESENTATIVES PLANS MAY BE PURCHASED SEPARA TEL YBY CONTACTING GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC @ (863) 467-1111. S. THE ENGINEER WILL NOTEE 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 HAVECONTROL, 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 WALLS, WINDOWS, PRECAST CLADDING, COLD -FORMED METAL FRAMING, OR OTHER SYSTEMS NOTSHOWN IN THE STRUCTURAL DOCUMENTS. SUCH SYSTEMS SHALL BE DESIGNED, FURNISHED, AND INSTALLED BY OTHERS AS REQUIRED IN OTHER PORTIONS OF THE CONTRACT DOCUMENTS. Z CONTRA CrOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATEA NO FEDERAL BUILDING CODES. PERMIT SHALL BEPOSTED ON A VISIBLE PLACEATALL TIMES. S. ALL WORK MATERIALSANO EQUIPMENT UTILIZED IN THIS PROJECT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONSAND SPECIFICATIONS. 9. ALL WORK FOR THIS PROJECT SHALL CONFORM TO STANDARDS PUBLISHED BY RECOGNIZED PROFESSIONAL AND INDUSTRYORGANL74TIONSAS PER FBC. 10. ALL MATERIALS USED SHALL BE NEW DELIVERED TO THEJOB 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 BYTHE OWNER FOR WORKMAN COMPENSATION, COMPREHENSIVE GENERAL LIABILITY, BODILYINJURYAND PROPERTY DAMAGE. IT IS THE INTENTION OF THE PARTIES THATCONTRACTOR SHALL IDENTIFY THE OWNERAND ARCHITECT FOR ANYAND ALL COSTS, CLAIMS, SUITES, AND JUDGMENTS FOR PROPERTYDAMAGEAND PERSONAL INJURY, ARISING OUT OF THE WORKCONTRACTOR. 12. THE CONTRACTOR SHALL COORDINATE THE WORK OFALL TRADES: STRUCTURAL, PLUMBING, FIRE PROTECTION, ELECTRICAL & AIR CONDITIONING ATTHE 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 PRIVATEAND PUBLIC UTILITIES, ON AND OFF SITE, ACCESS ROADS, AND OTHER SUPPORT FACILITIES. 14. THE CONTRACTOR HAS THE SOLE RESPONSIBILITY OF DETERMINING THE ERECTION PROCEDUREAND 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 MAYBE NECESSARY TO STABILIZE THE STRUCTURE DURING ERECTION, UNDER ALL LOADING CONDITIONS. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CON TRACTOR AFTER COMPLETION OF THE PROJECT. 15. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL DRAWINGS FOR INSERTS, SLEEVES, CURBS, PADS, ETC, THATAFFECT STRUCTURAL WORK. 16. CONTRACTORSHALL VERIFYALL EXISTING U77LI77ESSHOWN IN THE CIVIL SHEETS PRIOR TO THE EXC4VATIONFOR THE BUILDING FOUNDATIONS. THE STRUCTURAL ENGINEER SHALL BE NOTIFIED OF POTENTIAL CONFLICTS BETWEEN THE FOUNDATIONSAND ANY BURIED UTILITY PIPES. 17. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO ORDERING ANY MATERIALS, AND SHALL IMMEDIA TEL Y NOTIFY THE ENGINEER WHERE CONDITIONS MAYVARY FROM WHATARE SHOWN ON THE DRAWINGS. 19. WHERE A DETAIL IS LABELED "TYPICAL " ON THE STRUCTURAL DRA WINGS ITSHALL APPLY TO ALL SAME OR SIMILAR CONDITIONS ON THE PROJECT. 19. CO N TPA CIO R SHA U.NOTIFYARCHI TECT/ENGINEER FOR CLARIFICATION PRIOR TO BIDDING OF ANY DISCREPANCIES BETWEEN, BUT NOT LIMITED TO THE ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS ANY DISCREPANCIESAFTER 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 DEVIA77ON FROM CONTRACT DOCUMENTS. 21. SUBSTANTIAL COMPLETION SHALL HEATTAINED WHEN ALL PHASES OF THE WORK ARE COMPLETED EXCLUDINGALL FINAL PUNCH LISTS ITEMS, REGARDLESS OF OWNERS USAGE OR OCCUPANCY OF THE IMPROVEMENT. 22. UNDER NO CIRCUMSTANCES WILL ASSUMPTIONS BYTHE CONTRACTOR BE CONSIDERED THE DESIGN INTENT OR APPROVAL OF THE ARCHITECT OR ENGINEER UNLESS THERE IS WRITTEN APPROVALBYTHEM. 23. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND/OR THE REPLACEMENT OF ANY 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 STRICTLYFOLIO WED. 24. ALL DIMENSIONS ARE BASED ON NOMINAL SIZES OF MEMBERS AND ARE GIVEN TO THE OUTER FACE OFSUCH MEMBERS, NOT TO FACE OF FINISH MATERIAL UNLESS OTHERWISE NOTED ON DRAWINGS. 25. THE CONTRA CTOR SHALL BE AWARE THATSPECIFIC FIRE RA TED SEPARA TION WITHIN THE BUILDINGS CONSTRUCTION ARE REQUIRED BY CODE. THE USE OF SPECIFIC MATERIALS AND COMBINATIONS OF WITHIN FIRE RATEDASSEMBLIES AS CALLED FOR ON THE DRAWINGS AND SPECIFICATIONS ARE FOR THE PURPOSE OF ACHIEVING 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 CON TRACTOR AND/OR ITS SUB -CONTRACTORS, FROM THOSEA44 TERIALSDAAWN 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 OFAS-BUILTARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGSALONG WITH THE WRITTEN GUARANTIES, OPERATIONAND MAINTENANCE MANUALS OFALL EQUIPMENTAND FINISHES INSTALLED THE CONTRACTOR SHALL MAINTAIN A CURRENT SET OFAS-BUILT DRAWINGS. INFORMATIONSHALL BE RECORDED BY CONTRACTOR AS CONSTRUCTION PROGRESSES 27. OPENING WORK AS MAYBE NECESSARY FOR PROPER INSTALLATION OF HIS OWN OR OTHER CONTRACTOR WORK CONSULTWG WITH OTHER CONTRACTORS CONCERNED REGARDING PROPER LOCATIONAND SIZE OFSAME. W CASE OF HIS FAILURETO LEAVEOR CUTSAME IN THE PROPER PLACE, HESHALL CUT THEM AFTERWARDSAT HIS OWN EXPENSE NO EXCESSIVE CUTTING WILL SE PERMITTED NOR SHALL ANYSTRUCTURAL MEMBERS WILL BE CUT WITHOUTTHE CONSENT OF THE ARCHITECT CONTRACTOR SHALL BE FULLYRESPONSIBLE FOR THE COORDINATION OFALL WORK OF TRADES PLUS THE COORDINATION, REPAIRAND PREPARATION FOR THE WORKOFANYOTHER TRADES THAT WILL BE SUBSEQUENTLYLET UNDER SEPARATECONTRACTSYTHE OWNER. 28. CONTRACTOR SHALL COORDINATE WITH MECHANICAL AND ELECTRICAL CONTRACTORS THE LOCATION OFALL ACCESS PANELSSO AS TOALLOW FOR PROPER EQUIPMENT ACCESSIBILITY, MAINTENANCEAND/OR OPERATIONOF THE BUILDING SYSTEMS PRIOR TO THE STARTOF WORK. THE OMISSION OFANY OR ALL ACCESS PANELSDOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FROM PROVIDING AND INSTALLING SUCH PANELS OR DOORS. 29. 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 ACCEPTANCEBY THE OWNER INCLUDING BUT NOT LIMITED TO WINDOWS, STOREFRONT, FLOORS CARPETS, WALLS, DOORS, EQUIPMENT, ETC 30. THECONTRACTOR SHALL GUARANTEE IN WRITING FORM AS ACCEPTABLE TO THE OWNER ALL LABOR AND MATERIALS INSTALLED BY HIM FOR A PERIOD OF NOT LESS THAN (1) ONE YEAR AFTER DA TE OF A CCEPTANCE OF WORK BY THE OWNER EXCEPTAS MODIFIED HEREIN OR ON OTHER DRAWINGS, SHOULD DEFECTS OCCUR ALL WORK SHALL BE REPLACED OR PROPERLY REPAIRED ATNO ADDITIONAL COST TO THE OWNER. 31. ALL WORK COMPLETED OR OTHERWISE SHALL BE PROPERLYPROTECTED ATALL TIMES. CONTRACTOR SHALL FOLLOWALL ACCEPTED METHODS OF SAFETY PRACTICEAND PROVIDE ALL FENCES, BARRICADES„ ETC. AS MAYBENEEDED TO PROTECT UFEAND PROPERTYAND AS MAYBE REQUIRED BYAUTHORITIES HAVINGJURISDICHON OVER THIS WORK. HESHALL REPAIRAT HIS OWN COST ANY DAMAGES TO THE PREMISES OR ADJACENT WORK CAUSED BY HIS OPERATION. 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. - MASONRYOPENING A.S.B. - ASBESTOS MTL. - METAL ASPH. - ASPHALT NA - NOT APPLICABLE 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 CEM. - CEMENT OFF. - OFFICE C.PLAS. - CEMENT PLASTER O.S.H.A - OCCUPATIONAL SAFETY AND HEALTH C.G. - CORNER GUARD ADMINISTRATION STANDARDS C.HGT. - CEILING HEIGHT OPNG. - OPENING C.JNT. - CONTROL JOINT P.L. - PROPERTY LINE CLR. -- CLEAR (FINISH TO FINISH) P.LAM. - PLASTIC LAMINATE COMP. - COMPUTER PLAS. - PLASTER CPT. - CARPET PLUM. - PLUMBING CT. - CERAMICTILE 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 RT - RESILIENT TILE 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 SLID. - SLIDING EXH. -- EXHAUST SREF - STATE REQUIREMENTS FOR EXIST. - EXISTING EDUCATIONAL FACILITIES (1999 ED.) EXT. - EXTERIOR S.S. - SERVICE SINK EXP.JT. - EXPANSION JOINT S.STL. - STAINLESS STEEL FBC 2014 - FLORIDA BUILDING CODE (2014) STL - STEEL F.D. -- FIRE DAMPER STOR. - STORAGE F.F.E. - FINISH FLOOR ELEVATION STRUCT. - STRUCTURAL F.F.@E. - FIXTURES, FURNITURES AND 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 TYR - 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 WALLBOARD 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 - VINYL TILE HORIZ. - HORIZONTAL W/ - WITH HGT. - HEIGHT W.C. - WATER CLOSET H.P. - HIGH POINT WD - WOOD LDIA. - INSIDE DIAMETER W/O - WITHOUT INSUL. - INSULATION WP. - WATERPROOF INT. - INTERIOR WT. - WEIGHT INV. - INVERT DIRECTORY OWNER ARCHITECT/STRUCTURE CONTACT: SCOTT BRITTON CONTACT: GREEN DESIGN CONSTRUCTION & ADDRESS: 434 SE NARANJA AVE, PORT ST. LUCIE, DEVELOPMENT, LLC FLORIDA, 34983 JOHN H. CRESWELL, P.E. PHONE: (561) 248-5987 ADDRESS: 4459 SE KUBIN AVE., STUART, FL, 34997 EMAIL: brittonl lumber@gmail.com PHONE: (863)467-1111 EMAIL: john@gdcflodda.com CIVIL BUILDER CONTACT: NIA CONTACT: TBD ADDRESS: - ADDRESS: - PHONE: - PHONE: --- EMAIL: --- EMAIL: --- MECHANICAL ELECTRICAL CONTACT: TBD CONTACT: TBD ADDRESS: - ADDRESS: --- PHONE: -- PHONE: --- EMAIL: -- EMAIL: LANDSCAPE --- PLUMBING CONTACT: TBD CONTACT: N/A ADDRESS: -- ADDRESS: --- PHONE: --- PHONE: - EMAIL: --- EMAIL: -- FIRE SPRINKLER INTERIOR DESIGN CONTACT: NIA CONTACT: NIA ADDRESS: - ADDRESS: - PHONE: - PHONE: - EMAIL: - EMAIL: - LOCATION MAP NOT TO SCALE FRONT PERSPECTIVE NOT TO SCALE BACK PERSPECTIVE NOT TO SCALE GENERAL ID NAME G-001 IGENERAL PROJECT DATA NOTES, SHEET INDEX ARCHITECTURE ID NAME A-001 NOTES, SYMBOLS A-002 SCHEDULES, LEGENDS A-101 SITE PLAN A-202 FLOOR PLAN A-203 ROOF PLAN A-104 REFLECTED CEILING PLAN A-201 EXTERIOR ELEVATIONS A-202 EXTERIOR ELEVATIONS A-301 ARCHITECTURAL SECTIONS A-302 ARCHITECTURAL SECTIONS A-303 ARCHITECTURAL SECTIONS A-501 ARCHITECTURAL DETAILS A-502 ARCHITECTURAL DETAILS SHEET INI STRUCTI ID _ NAME S-001 STRUCTURAL NOTES S-101 FOUNDATION PLAN S-102 CMU/BEAM PLAN S-103 ROOF FRAMING PLAN S-104 ROOF FRAMING DETAILS S-105 ROOF ZONE/NAIUNG PLAN S-5ol FOUNDATION DETAILS S-SO2 STRUCTURAL DETAILS S-503 STRUCTURAL DETAILS S-SO4 STRUCTURAL DETAILS S-505 STRUCTURAL DETAILS S-506 WINDOW BUCK/FLASHING DETAILS S-507 MASONRY CONNECTION DETAILS 5-508 WOOD CONNECTION DETAILS lff�llvll _.9. GENERAL PROTECT DATF� NOTES SHUT INDEX IUD PI--310E kid 4 i G51GN 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 Lu W W Z Lu U) 11°fi W Lu t CD O lotZ HLIJ CD = CM ♦+ < J O V CD zoo Q W Lu�0000 O M , Z %t CL LL c�MM V J H H W G LuVP0LLi pHU)0C.) v c" w a'V1Va v O 0 V W d O W p a0 I= w IL rL 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 MAYALTERTHE ACCURACY OF ORIGINAL DRAWINGS. 10 � �1 0fv J4 Ys,� 1U«1� 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 m 1 /19/2018' SHEET X-00 i 1. THE GENERAL CONDITIONS OF THE CONTRACT FOR THE CONSTRUCTION OF BUILDING OF THE AMERICAN INSTITUTE OF ARCHITECTS, DOCUMENTA-201, LATESTADDITION HEREBYMADE PARTOF CONTRACT DOCUMENTS. THESE GENERAL NOTES, SPECIFICATIONSAND CONTRACT BETWEEN THE OWNER AND CONTRACTOR SHALL TAKE PRECEDENCE OVER THE 'GENERAL CONDITIONS' IN THE EVENT OFA 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 VALUESSHALL CLOSELY FOLLOW THE STANDARD CSI FORMAT, AND SHALL BREAKDOWN UNITS OF WORK IN SUFFICIENT DETAIL TO ALLOW ARCHITECT TO EVALUATETHE WORK COMPLETED. THE BREAKDOWN SHALL BE A TRUE REFLECTION OF THE COST OF WORK AND 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 APPLIC48LE 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 INCORPORATEANY BUILDING DEPARTMENTMODIFICATIONS INTO THE PLANS PRIOR TO THE STARTOF CONSTRUCTION. 7. CONTRACTOR MUST NOTIFY ENGINEER/ARCHITECT IMMEDIATELY OF ANY UNEXPECTED OR UNKNOWN CONDITIONS, DISCREPANCIES IN THE DRAWINGSAND CONTRACT DOCUMENTS, ANY ERRORS OR OMISSIONS ON THE DRAWINGS IN THE FIELD PRIOR TO PROCEEDING WITH WORK OR SHOP FABRICATION. 8. OMISSIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLYSHOWN 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 MAINTAIN ALL CONSTRUCTION AREAS, AS WELL AS SURROUNDING AREAS FREE OF DEBRIS OR HAZARDOUS EQUIPMENT. 10. CONTRACTOR SHALL VERIFY THATALL INTERIOR FINISHES COMPLY W/FBC R302.9:FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL CEILING FINISHES. WALL AND CEILING FINISHES SHALL HAVEA FLAME SPREAD INDEX OF NOT GREATER THAN 200. WALL AND CEILING FINISHES SHALL HAVEA SMOKE -DEVELOPMENT INDEX OF NOT GREATER THAN 450. TESTING SHALL BE DONE IN ACCORDANCE WITH ASTM E 84, OR UL 723. 11. CONTRACTOR SHALL VERIFY THATALL INSULATION COMPLYSW/FBC R302.10: FLAME SPREAD INDEX AND SMOKE INDEX FOR INSULATION. INSULATION MATERIALS SHALL HAVFA FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAININGAND THE COST OFALL THE REQUIRED BUILDING AND TRADE PERMITS. GENERAL NOTES 13. ALL CONTRACTORS WORK SHALL BE PERFORMED IN A FIRST CLASS WORKMAN -LIKE MANNER MATCHINGAND ALIGNING ALL SURFACES WHERE APPLICABLE TO AFFORD A FINISHED, NEATAPPEARANCE. CONTRACTOR SHALL BE CLEAN ALL SURFACES FREE OF ALL DIRT AND REFUSE CAUSED BY DEBRIS FROM ALL INSTALLATION TECHNIQUES OF TRADE. ALL ADJACENT SURFACESTO THEIR WORK SHALL BE LEFT AS THEY APPEAR 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 HAVER SPECIFIC HOURLYFIRE RATING, THIS SHALL BE TAKENAS 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 RETARDANTAND, PRESSURE TREATED WOOD MUST BE USED WHERE IN CONTACT WITH CONCRETE OR MASONRY. 16. ALL PIPING SLEEVED THROUGH SLAB. CONTRACTOR TO FULLYSEAL SPACEAROUND PIPES WITH A 2-HOUR U.l. APPROVED FIRE RESISTIVE "THERMAFIBER" GLASS FIBER SAFING INSULATIONAS MANUFACTURED BY U.S. GYPSUM CO. COMPLYING WITH ASTM E- 119 OR APPROVED SIMILAR. PENETRATIONS THROUGH FIRE RATED WALLSSHALL BE PROTECTED AS TO MAINTAIN THE FIRE RATINGOF SAID WALL 1Z ALLSHAFTS WHERE APPLICABLE 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 PAINTAS 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. IN ADDITION TO WALL TYPES SHOWN ON PLANS THE CONTRACTOR SHALL REFER TO THE ROOM FINISH SCHEDULE, INTERIOR ELEVATIONSAND 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 PAINTALL VISIBLE SURFACES OF FACTORY PRIMED OR FACFORYPAINT FINISHED EQUIPMENT, A/C GRILLS OR REGISTERS, COVERS, ETC. UNLESS SPECIFICALLYNOTED. OTHERWISE VERIFYAND COORDINATE COLORS WITH INTERIOR DESIGNER AND ENGINEER/ARCHITECT. 25. BEFORE INSTA TION, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEEI 1ARCHITECTAND INTERIOR DESIGNER THE EXACT MOUNTING Li CATION OFALL SWITCHES, WALL RECEPTACLES, PLUGS, THER& IOSTATSAND OTHER WALL MOUNTED FIXTURES UNLESS NOTED ON PLANS. 26. ALL INTERIOR IND EXTERIOR JOINTS BETWEEN DISSIMILAR MATERIALSOI FINISHES SHALL RECEIVE A BEAD OF CAULKING TO MATCH COLOF OF ADJACENTSURFACECOORDINATE COLORS WITH 2Z CIVIL ENGINE ING, INTERIOR DESIGN AND LANDSCAPE/IRRIGATION DRAWINGSAR EPARTOF THIS PROJECTANDSHALL BEUSED BYTHE CONTRACTOR N FULL COORDINATION W/ALL THE DWG. ISSUED BY GREEN DESIG CONSTRUCTION & DEVELOPMENT, LLC.. 28. CONTRACTOR S RESPONSIBLE FOR INCLUDING IN HIS BID, LABOR AND MATERIA COSTS. FOR ANY CHANGE OR ALTERATION OF ADJACENTARI AS TO BE DISTURBED DURING CONSTRUCTION SUCH AS, BUT NOT L MITED TO, PAVINGSIDEWALKS STREETS, EXISTING TREESAND LA VDSCAPING TO INSURE THEIR PROPER DRAINAGEAND RETURN THEN TO THEIR ORIGINAL FINISHED CONDITION. 29. ALL REQUIRED TESTS SHALL BE PERFORMED ATTHE EXPENSE OF THE CONTRACTOR AND BYAN APPROVED TESTING LABORATORY. TESTS RESULTSSHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT. 30. ALL SLABS ON RADE, INTERIOR AND EXTERIOR, TO BE ON 6 MILL POLVETHYLEN VAPOR BARRIER WITHOUT EXCEPTION, UNLESS OTHERWISE NOTED. 31. THE CONTRAC 7OR, AND ALL SUBCONTRACTORS AND SUPPLIERS, SHALL GRANT rO THE OWNER/DEVELOPER, INSTITUTIONAL MORTGAGEE NO 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 "COMPLETIOA OFABUILDING ORIMPROVEMENT'MEANS FINAL COMPLETION )F CONSTRUCTION, FINISHING, AND EQUIPPING OF THE BUILDING OR IMPROVEMENT ACCORDING TO THE PLANS AND SPECIFIC4TIOI SAND THE ISSUANCE OFACERTIFICATEOF OCCUPANCYF R THE ENTIRE BUILDING OR IMPROVEMENT, OR THE EQUIVALENT UTHORIZATION BY THE GOVERNMENTAL BODY HAVINGJURIS ICTION. THE WARRANTIES PROVIDED HEREIN SHALL INSURE TO TH F BENEFIT OF EACH OWNER AND ITS SUCCESSOR TO THE BENEFIT C F THE OWNER/DEVELOPER, AND TO THE BENEFIT OF THE INSTITUTI )NAL MORTGAGEE 32. A SEPARATEPI RMIT AND PRODUCT CONTROL APPROVAL WHEN APPLICABLE, I REQUIRED FOR THE FOLLOWING: RIDGE VENTIb TION, AWNINGS, DEMOLITION, STEEL JOISTS, GLASS BLOCK, ALUM UM TRELLIS & GRID PANELS & LOUVERS, CANOPIES & RAIL, STAIR RA IL & BALCONY GUARDRAIL, STEEL FRAMES & METAL DECKS, STRU URAL GLAZING, CURTAIN WALLS, SIGNS, FENCES, WINDOWS, D ORS, STOREFRONTS, PRECAST SYSTEMS, ROOFING, RAILINGS, MU LIONS, HANDRAIL, METAL STRUCTURAL COLUMN, METAL ROOF EATURE, ELEVATORS, GLASS & TRANSLUCENT 33. ALL DOORS S 1NGING INTO SERVICE CORRIDOR MUST HAVE180 DEGREE HING . 34. INTERIOR WA LAND PARTITIONS INTERIOR WALLS AND PARTITIONS THATEXCEED FEET IN HEIGHT, INCLUDING THEIR FINISH MATERIALS, 5 ALL HAVEADEQUATESTRENGTH TO RESIST THE LOADS TO WHICH TH YARE SUBJECTED BUT NOT LESS THAN A HORIZONTAL LOAD OF 5 PS 35. CERTIFICATE PROTECTIVE TREATMENT FOR PREVENTION OF TERMITES. A EATHER RESISTANTJOBSITE POSTING BOARD SHALL BE PROVIDED ORECEIVE DUPLICATE TREATMENTCERTIFIC4TESAS EACH REQUIR D PROTECTIVE TREATMENT IS COMPLETED, PROVIDING A OPY FOR THE PERSON THE PERMIT 15 ISSUED TO AND ANOTHER CO V FOR THE BUILDING PERMIT FILES. THE TREATMENT CERTIFICATES ALL PROVIDE THE PRODUCT USED, IDENTITY OF THE APPLICATOR, ME AND DATE OF THE TREATMENT, SITE LOCATION, AREA TREATE CHEMICAL USED, PERCENT CONCENTRATIONAND NUMBER OF LLONS USED, TO ESTABLISHA VERIFIABLE RECORD OF PROTECTIVE TREATMENT. IF THE SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION 15 USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL 36. NOTICE OF TEI MITE PROTECTION. A PERMANENT SIGN WHICH IDENTIFIES TH TERMITE TREATMENT PROVIDER AND NEED FOR RE- INSPEC7IDN A D TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. TH SIGN SHALL BE POSTED NEAR THE WATER HEATEROR ELECTRIC PANEL 37. ALL STEEL LIN BEAMS WITH PENETRATIONS TO HAVEA 2 HR RATED COVERAGEAS 5 HOWN ON THIS DRAWINGS OR REFER TO SPECS. 39 FINISH FLOOR O BE SLIP RESISTANT FBC 11-4.5 39. ALL OPENINGS WILL BE PROTECTED BYFLOOD BARRIERS & ALL FINISH CONS UCTION MATERIALS BELOW THE BASE FLOOD ELEVATION WI L BE FLOOD RESISTANCE MATERIAL BY MASTER PLAN DETAIL CALL OUT DETAIL NO./SHT NO. WALL SECTION SECTION NO./SHT NO. DETAIL SECTION DETAIL NO./SHT NO. SECTION TITLE ERE CUT OCCURS DRG NO./SHT NO. DETAILTITLE ERE CUT OCCURS DETAIL NO./SHT NO. ELEVATION CHANGE ROOM, SPACE (SEE FINISH SCHEDULE) A ?4 �E51GN 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 W W V Z W W uj ° W I11 I.- UJO ., Z U M C) V < J O U zoo M a3 fY Wr�o�oo�rn Z ze; o -i _v �d LL MrM N 1_ F- W G w 1-0 W C3 ca c) C1 C DL Q'0Nd tUO-3V M O LLj a. � a Oa' � IL CL 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 MAYALTERTHE ACCURACY OF ORIGINAL DRAWINGS. N* ,, � LL -•�!/iI1/itllfl 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 O 1/19/2018 SHEET A-00� WINDOW SCHEDULE AND LEGEND WINDOW SCHEDULE ID CITY TYPE NOMINAL SIZE MANUFACTURER WIDTH HEIGHT 1 2 HORIZONTAL SLIDER 35 4'-6" 6-3" PGT - IMPACT, LOW E GLASS 2 1 HORIZONTAL SLIDER D261W TRANSOM 6'3" 5'-3" PGT- IMPACT, LOW E GLASS 3 2. DOUBLE H26 SINGLE HUNG 6'-4" 6'-4" PGT - IMPACT, LOW E GLASS 4 4 H35 SINGLE HUNG 2'-3" 51-3" PGT - IMPACT, LOW E GLASS 5 1 24EH SINGLE HUNG T-2" 5'-0" PGT - IMPACT, LOW E GLASS B 2 H32 SINGLE HUNG 7-3" Z-2" PGT - IMPACT, LOW E GLASS 7 1 4010 FIX GLASS 4'-0" 1'-0" PGT - IMPACT, LOW E GLASS NOTE: VERIFY ALL R.O. PRIOR TO ORDERING WINDOWS. VERIFY R.O. FROM WINDOW MANUR PRIOR TO PLACING BLOCK WINDOW LEGEND ID 1 2 3 4 5 6 7 VIEW ■ m J I �IJ FINISH SCHEDULE ROOM NAME FLOOR BASE WALLS CEILING REMARKS Z Z � az < s S V_1 J Z J m O N W O H o N m g W a z? m w o LL °O z o o w a O ¢ m F ? C7 J W a wLL O Z ¢ O O O O a y O J J x W a .4.. X d W �. C7 X W U z a V_ 0 a = z G 3 3.. J z V V >a a a w Z : N z O F LL(9 zO w O -;i5; O 0 O J w � > O U m off w F- Z 'i .-1 V U of Vl ka k of of k ut of U F- N V 101 FOYER 9'-7" FLAT EILING 102 LIVING 12'-0" SEE A 103 FOR COFFER CEILINGS SIZES 103 DINING 12'-0" SEE A 103 FOR COFFER CEILINGS SIZES 104 KITCHEN 12'-0" SEE A 103 FOR COFFER CEILINGS SIZES 105 MASTER BEDROOM 9'-4" FLAT EILING SO6 W.I.C. HIS 9'-4" FLAT EILING �307 W.I.C. HERS 9'-4" FLAT EILING 108_ MASTER BATH - 9'-4" FLAT (LING 109I BEDROOM 1 9'-4" FLAT EILING 110 BEDROOM 2 9'-4" FLAT EILING 111 BATH AN 9'-4" FLAT EIUNG 112 UTILITY 9'-4" FLAT EWNG 113 GARAGE 9'-4" FLAT EILING 114 IN-LAW SUITE 9'-4" FLAT EILING 115 W.I.C. 9'-4" FLAT EIUNG 116 BATH 9'-4" 10'-0" FLATCEILING FLAT(EIUNG 117 COVERED ENTRY 118 COVERED PATIO 9'-4" FLAT(EILING NOTES: 1) IN ALL CASES WHERE PAINTED GYP. BD. 15 NOTED, THE WALLAND/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 200INTERIOR LATEX ENAMEL OR EQUAL (2) COATS 4) INTERIOR PAINT AT 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" BULLNOSE (SAME PRODUCT LINE) 7) IN ALL CASES WHERE TILE BASE IS NOTED, INSTALL 4" TILE BASE USING METAL TERMINATION CAP. 8) IN SHOWER AREAS USE 1/2" DUROCK IN PLACE OF 1/2" MR GYPSUM BOARD ,F^ DOOR SI ID QTY TYPE AA 1 6094 ENTRANCE AN TRANSOM BB 1 4 PANEL DBL SLIDING DOOR CC 2 SINGLE FRENCH DOOR DO 1 GARAGE DOOR EE 1. SINGLE SWINGING DOOR FF 1 SINGLE SWINGING DOOR A 5 INTERIOR, PASSAGE, 2 PANEL B 2 INTERIOR, PASSAGE, 2 PANEL, F C 3 INTERIOR, PASSAGE, 2 PANEL D 1 INTERIOR, PASSAGE, 2 PANEL E 1 INTERIOR, PASSAGE, 2. PANEL F 1 INTERIOR, DOUBLE, 2 PANEL G 1 INTERIOR, DOUBLE SLIDER, 2 P/ H 1 INTERIOR, DOUBLE SLIDER, 2 PF 1 3 INTERIOR, POCKET, 2 PANEL J 1 INTERIOR, BARN DOOR NOTE: VERIFY ALL R.O. PRIOR TO ORDERING WIh EXTERIOR D( D AA BB VIEW ❑�' Ill DOC ID A B c VIEW LD DOOR LEGEND INTERIOR ID H I J VIEW 11 o ❑ ELI SCHEDULES, LEGENDS OF aI_N 0FESIGN 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 W W Z W uj w Foll Lu W W � Q o H Q ZU A J C 3 ZLU U)0 ch W CnIJr oo�� It 0 Z A0 H H � W p V H W V pF-u C.1 pUw Q' Ul N a 1- 0 -3 V W a W a m w a n. 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 NOTTO 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 ONLYAS NORMAL REPRODUCTION PROCESSES MAYALTERTHE ACCURACY OF ORIGINAL DRAWINGS. �»,;uuuuiu �Et� �aQO' 10HN H. CRESWELL PE #40940/ COA #30250 C: (863) 467-1111 E:jo n@g c oricla.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 1 /19/2018 �Y SHEET A-002 c 10 10 B it L C' �3 1 GARAGE N 113 o J I ATTIC ACCESS m L 6 AC UNITINATTIC AHU-11 11'-2" Y :Doi II o ,y GAS m 0 ,TER - V UTILITY o W E z 2 w 5 I I 112 ¢ m A-303 I ~u 0 v cl) 10'-3 3/4" BEDR OM 2 _ 5 S O 5 3 HS D25 I I 5 3 2680 5 3080 3080 1 5-21/2" -11" 10'-103/4" 2'-0" 10'-5 y I' o BATH N m 111 0 1 2'-11 1/2" 3'-55 1/2"'. I _ I v 6 � 5 -- s W/ N 5 N DR � 6 3080 FIRz o ro v BEDROOM 1 5 1091 7 I'� I M o BATH o 6 ] 2-3" REF N BAR mw KITCHEN 3.04 SH ES RrOD-4" 3-— 1-4 n- CONCRETE 4 U — — — �I PAD FOR W.I.C. POOL EQUIP. 4 115 $ B'3^ I- I M x x °° IN-LAW 1 SUITE L 14' M x DO FLOOR PLAN SCALE: 1 /4" = 1'-0" SH 26 LL w Of F 0 COVERED/ _ENTRY 117 I I I FOYER 301 Imo- I I: 1 --- -4 3/4" 1T _ LIVING I 1oz E 363 fV 10 Hs3s 10 5 0 N W.C. 0 l m N zII ATTIC o /ACCESS/ gI, 4'--r 0 151 MASTER U BATH 11081 � 1 0 0 W ( ) A-202 3080 SHELF AND ROB I° W.I.C. 107 I I 3=5 4'-111/2" I I I 5 SHELF AND RL?Oj D 5 1 Lo x �IMASTER BEDROOM 105 16080 ! COVERED 2 PATIO In lla � txp 2a------ - - -I- --- DBL SH 26 1 NOTES 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 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 CEILINGIROOF 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 WALLAND CEILING TIE DOWN INFORMATION AND CONNECTOR SCHEDULE. 6. PLUMBER SHALL COORDINATE ROUGH PLUMBING W/ CONTRACTOR PRIOR TO 1ST ROUGH, AND THEN AGAIN BEFORE SECOND ROUGH. PLUMBER SHALL BE RESPONSIBLE FOR INSTALLATION OF ALL BACKING REQUIRED FOR PROPER INSTALLTIONOF PLUMBING AND ADA FIXTURES. WALL LEGEND 8" CMU WALL TO 9'4" A.F.F., W/ 5/8" CEMENTITIOUS TYPE STUCCO (EXTERIOR), AND 314" PT WALL FURRING, 3/4" R-MAX INSULATION, AND 1/2" GYPSUM (INTERIOR) 1 8" CMU WALL TO 9'.4" A.F.F., W/ 5/8" CEMENTITIOUS TYPE STUCCO (BOTH SIDES) 2 8" CMU WALL TO 9-4"A.F.F., W/ HARDIE BOARD (EXTERIOR), AND 3W PT WALL FURRING, 3/4" R-MAX INSULATION, AND 1/2" GYPSUM (INTERIOR) 3 4' CMU WALL TO 9'-4" A.F.F., W/ 518" CEMENTITIOUS TYPE STUCCO (EXTERIOR), AND 3l4" PT WALL FURRING, 3/4" 4 R-MAX INSULATION, AND 1/2" GYPSUM (INTERIOR) 2X4 SPRUCE PARTITION WALL W! SPRUCE STUD'S @ O.C, (1) TOP PLATE, (1) PT BOTTOM PLATE, TO TRUSS SYSTEM 5 ABOVE, W/ 1/2" GYPSUM EACH SIDE (9'-4" TYPICAL) 3 5/8" METAL STUD WALL TO 9'4' A.F.F. W/ METAL STUD'S @ 16" O.C, (1) TOP PLATE, (1) PT BOTTOM PLATE, 6 TO TRUSS SYSTEM ABOVE, R-11 BATT INSULATION, Wl51V TYPE "X" GYPSUM EACH SIDE (9'd" TYPICAL) 2X4 SPRUCE LOAD BEARING WALL W/ SPRUCE STUD'S @ 16" O.C, (1) TOP PLATE, (1) PT BOTTOM PLATE, ] TO TRUSS SYSTEM ABOVE, W/ 1/2" GYPSUM EACH SIDE (12'-0" TYPICAL) 2X4 SPRUCE LOAD BEARING WALLTO A.F.F. W/ SPRUCE STUD'S @ 16" D.C. (1) TOP PLATE, (i) PTT BOTTOM PLATE, 8 TO TRUSS SYSTEM ABOVE, R-11 BATT INSULATION, W/ 112" GYPSUM EACH SIDE (12'.0" TYPICAL) 8"X8" CMU COLUMN WI FAUXIDECORATIVE COLUMN 9 8"X16" CMU COLUMN W/ FAUX/DECORATIVE COLUMN 10 SQUARE FOOTAGE LIVING 2461 SQ FT 453 SQ FT 342 SQ FT 3256 SQ FT GARAGE COVERED TOTAL aya C/rj I' e7�51GIV GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC COA#30250, AA#26003565 S02 NW 2ND STREET, OKEECHOBEE, FLORIDA 34972 P: (863) 467-1111 F: (863) 582-9574 WWW.GDCFLORIDA.COM WW Z WW w G I N 19 Wc > `17 y Q o Q w O a,o+r V aCD J al Zoo "' a3 W co m ♦♦ V Z v�oM, Mo-i Ir1-tr 'W d LL A A U;>:Wwo IX t) H W U) H V a 4 W N d (iIx'0 LU LLj "'A w w CL a 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 STATEDHEREIN ARE FOR REFERENCE ONLY AS NORMAL REPRODUCTION PROCESSES MAYALTERTHE ACCURACY OF ORIGINAL DRAWINGS. of 0 6 0 JOHN H. CRESWELL PE #40940/ COA #30250 C: (863) 467-1111 E: john@gdcflorida.com REVISION II WRITTEN DIMENSIONS ON THESE DOCUMENTS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. DRAWN BY B.S. & K.W. CHECKED BY J.H.C. DATE 1/19/2018 SHEET A-102 N --12 -12 12 5PP I' , 12 5' I E 303I E 12- 12 12 12 S5� i ppppw/ PREFABRICATED METAL CUPOLA PER OWNER I D �A-302/ ROOF PLAN A-103) SC -_ -- - ALE 1/4" = 1'-0" C F 302 A-303 12 5' _ D i -302 i ROOF PLAN FAA �7a51GN GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC COA#3025Q AA#26003565 502 NW 2ND STREET, OKEECHOBEE, FLORIDA 34972 P: (863) 467.1111 F: (863) 582-9574 W W W.GDCFLORIDA.COM WW V z WW F Lu c W W F ¢ a a ' Z C-W.) o V J O 3 zooCD a W �E—EmL? Z M o O V V V dLL co co N >" W W p LuUFQ--0W o ' V Lou p U F a d' Q't)Na Lu O � U V W d W �' I a w w IL a 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, LLCAND 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 STATEDHEREIN ARE FOR REFERENCE ONLYAS NORMAL REPRODUCTION PROCESSES MAYALTERTHE ACCURACY OF ORIGINAL DRAWINGS. �ma®��tttpitltl7i!Ylllppjyl�,�' o _ 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 1/19/2018 SHEET A-103 c B m . ATTIC ACCESS L _ _ _1 _ -1 - GYPSUM +9' .F. 5/8" MR GYPSUM +g 5/8" MR GYPSUM 5/8" GYPSUM + +9 4 F. I I COFFER CEILING @� +13'-O" A.F.F. -303 5/8" GYPSUM +9 -4 m E _ A-303 mJ I� 5/8. G PSUM 5/8- MR GYPSUM o T:r 5/8" GYPSUM Y+9'-4"A.F.F. ATTIC IACCESSI I_ 1 5/8" GYPSUM +9 5/8" GYPSUM +g'F. 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 WW Z WW cen� rn OC c W w Q o a N ¢w o zC) M c) ¢_ J CD ZEno a W `��o(m ' Z Mo�-It� � d l L M M c;i L.0 W p V F O W pl-yt"1U pvF-aa' Q' CU N a uj U 0 U O Ul0. M O n O CL 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 STATEDHEREIN ARE FOR REFERENCE ONLYAS NORMAL REPRODUCTION PROCESSES MAYALTERTHE ACCURACY OF ORIGINAL DRAWINGS. uj rj Yl 5/8" GYPSUM ( COFFER CEILING'@ a� +13'-0" A.F.F. 5/8"TYPE"X"GYP UM COFFER CEILING@ JOHN H. CRESWELL +s +13'-O" A.F.F. PE #40940/ COA #30250 of C: (3) 467-1111 .a.0 E: john@gdcflorida.com A-302 3'_0"--_.8 8 -_. - fr - ------12-611116".. -- — 2-0"► A 2 REVISION a ------- --_N�- -._._ --- _... ,----- w ----- ----- - ------ -- 5/8"GYPSUM -- -- - --- 5/8" MR G SU + . WRITTEN DIMENSIONS ON naSTUC.CO I THESE DOCUMENTS SHALL ,�„.. TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. DRAWN BY B.S. & K.W. CHECKED BY J.H.C. DATE C F B _A A 302 A-303 A-3601 % A-301 a a„ 1119/2018 HEET REFLECTED CEILING PLAN _ n r r 1 r-r_ - --ED-CEIL[NEY-KANA 104 A-104 SCALE:1/4' = 1'-O" I�Cri - = - PEAK - OF ROOF - - - - - _ - _ - _ _ + 2 r-2" PEAK OF ROOF ` + 18'-8" A.F.F. — - - - - - - — - — - MEAN _ROOF HEIGHT _ - `'�+ 15'-3" A.F.F. TOP OF BEAM + 12-0" A.F.F. ,`TOP OF BEAM 'I + 9'-4" A.F.F. `HEADER HEIGHT '94 8'-0" A.F.F. - - -+ FAUX ARCHITECTURAL COLUMN 6" STUCCO BAND BOHEMIAN SHUTTER BY OWNER FAUX ARCHITECTURAL COLUMN CEMENTITIOUS STUCCO FINISH FLOOR + 0'-0" A.F.F. - PEAK OF ROOF 'r+ 21'-2" A.F.F. PEAK OF ROOF + 18'-8" A.F.F. `MEAN ROOF HEIGHT_ _ - 1'+ 15'-3" A.F.F. PEAK OF ROOF 1OF PEAK ROOF y F ROOF_ 1 "+ 12-11' A.F.F. 12 TOP OF BEAM_ 5' ` i�TOP OF BEAM _ _ — 2' . + g'-4" A.F.F. HEADER HEIGHT + 8'-0,, A.F.F. �*2'-0 FAUX ARCHITECTURAL COLUMN - JHr;r 4" END CAP STUCCO BAND H1si HARDIE SIDING —� `TOP OF CHAIR RAIL 1'+2'-3"A. F.F. - �� `FINISH FLOOR CEMENTITIOUS STUCCO 1`+ 0'-0" A. F.F. 12 +35.7 PSF/- A` 0/1 ';�A-3BOI \A-3O2 ----------- All" i 1 i I -II } ! L PRE -MANUFACTURED CUPOLA BY BUILDER GENERAL NOTE: FINAL PAINT COLORS TO BE SELECTED BY OWNER. COLORS SHOWN ARE FOR REFERENCE ONLY. 12 RIDGE CAP MATCHING ROOF SYSTEM 5 =-- - ---- 26 GA. STANDING SEAM ROOF SYSTEM 666' TOP OF BEAM + 10'-0" A.F.F.Awl, I / I SF �+35.0 PSF �-`-- PSF ,`MP] /-38.9 PSF , I+35.7 PSF/-39.4 PSF [ I I , --A�B C A-301 tAA-301 A-302 p" r NORTH ELEVATION A-201% SCALE:1/4" = 1'-0" 12 5' AMP METFRIMAIN COMBO ! - -41.3 -41.I+38.0 PSF/ 3 PSF 6 PSF/-39.4 PSF [36.8 PSF/-40.4 PSF' 2 WEST ELEVATION -201' SCALE:1/4" = 1'-O" -- FAUX ARCHITECTURAL COLUMN - --4" END CAP STUCCO BAND 9 , 200 AMP METER/MAIN COMBO F� BOHEMIAN SHUTTER BY OWNER -- HARDIE SIDING TOP OF CHAIR RAIL + 2 3" A.F.F.` GARAGE FLOOR D A-302 PRE -MANUFACTURED CUPOLA BY BUILDER I I,i T -- 1/9 i+37.6 PSF -40.P -SF D , A-302 IN - - -- RIDGE CAP MATCHING ROOF SYSTEM 26 GA. STANDING SEAM ROOF SYSTEM +37.6 PSF/-50.3 PSFj - - CEMENTITIOUS STUCCO �7c51GN GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC COA#30250,AA#26003565 S02 NW 2ND STREET, OKEECHOBEE, FLORIDA 34972 P: (863) 467-1111 F: (863) 582-9574 W W W.GDCFLORIDA.COM WW V Z WW W W G Q o N Q W_ o Z U ZD V J O o zoo 0 a3 W~� o0 M 0 O V V V O- u- a) M M%-w W 0 U h w p i-(AV U C301-ate Q U-1 U N d U � U wa0w Ir -� O a O II 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 15 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 MAYALTERTHE ACCURACY OF ORIGINAL DRAWINGS. it1W111lgj�Op��' i _z o *� 0 a ir,. 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 N C 1/19/2018 ,.SHEET A-201 `PEAK OF ROOF 4 + 2T-2"A.F.F.- PEAK OF ROOF + 18'-8" A.F.F. MEAN ROOF HEIGHT + 15'-Y A.F.F. 12 5 TOP OF BEAM + 9'-4" A.F.F. ,HEADERHEIGHT `'`+8'-0' A.F.F. ®2 0 0� - +35.9 PSF/-39.6 PSF — 200 AMP METER/MAIN COMBO.y / �. ---- 1 - i +35.6 PSF -47.1 PSF +35 6 PSF/_47 1 PSF CEMENTITIOUS STUCCO cu- +34.5 PSF 44.7 PSF'`' I+31.7 PSF -35.1 PSF' H '..J:, FINISH FLOOR -� -- - / - / q +! IN �+ '- - - - 0'-0" A.F.F. �- �, _ �.- - — -- �-- - ��.J.• Is; GENERAL NOTE: FINAL PAINT COLORS TO BE SELECTED BY OWNER. COLORS SHOWN ARE FOR REFERENCE ONLY. ,A _ B � �A A-301 �A-301 i T PRE-MANUkACTURED CUPOLA BY BUILDER 12 -,qqq5 RIDGE CAP MATCHING ROOF SYSTEM ------ 26 GA. 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EXTERIOR ELEVATIONS S` 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 WW V z WW H IIIIIIIIIIIIIIN Lu ° W o H ¢ U-I o Z U ri V <� o U Z(1) 0 o Q3 W cr� o _m Z Mo -jvv a 0- L L ( M M to !- W W f7 WVI-0W 0{-M C.)U p 0 1 1 a LU U0�C> W IL0 W W -.3 p a O 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, LLCAND IS NOTTO 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 ONLYAS NORMAL REPRODUCTION PROCESSES MAYALTERTHE ACCURACY OF ORIGINAL DRAWINGS. � ON p 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. _ I CHECKED BY I J.H.C. DATE ON 1/19/2018 °y SHEET A-202 TOP OF COFFER +13'-0' A.F.F. TOP OF BEAM +12'-0" A.F.F. PRE-ENGINEERED WOOD TRUSS @ 24" O.C. (TYP) h TOP OF BEAM +9'-4" A.F.F. 2" GALV. DRIP EDGE (TYP) 2X6 HARDIE FASCIA (TYP) 7/8" CEMENTITIOUS STUCCO OVER HIGH RIB LATH (TYP) CMU BOND BEAM; SEE STRUCTURAL _ PAGES FOR WALL DETAILS (TYP) 5/8" CEMENTITIOUS STUCCO (TYP) — 12 26 GA STANDING SEAM ROOFING SYSTEM OVER PEEL-N-STICK 5' UNDERLAYMENT, OVER 5/8" CDX PLYWOOD (TYP) i R-30 BATT INSULATION (TYP) INSULATION STOP / \ -- 518" GYPSUM CEILING (TYP) 1X4 FiT TOP PLATE/ DRAFT STOP (TYP) 7/8" OVER HIGH I RIB L STUCCO H 1 P1" TYPS T OVER G 16" 0. RIGID INSULATION, OVER HIGH RIB LATH (TYP) OVE 1X PT FURRING @ 1- O.C. RIGID I 5/8" CEMENTITIOUS STUCCO (TYP) hFINISH FLOOR Y +0'4' A.F.F. PATIO FLOOR TO SLOPE 1/8" PER 1'-0" MIN. - PORCH FLOOR -0'-4" B.F.F. - - - - 8" CMU BLOCK WALL (TYP) 1X4 f T BOTT. PLATE WALL FURRING (TYP) 4" CONC. PATIO " R SEE FOU IRAL PAGES FOR DETAILS (TYP) PEAK OF ROOF +18-8A.F.F. -- - - - - -- - 2 Z6 GA STANDINGSEAMROOFING RWWOVERYWOOD TICK 5 UNOERUVMENT, OVER SIB' COX PLYWOOD (1YP) R-38 BATTINSULATION O YP) INSULATION STOP �T�OP�OF_C�OFFER +13V '0"AFF _ _ _ _ _ _ _ _ _00 �; TO01 P OFBEAM +12-02 AFF _ _ _ _ _ _ _ _ - PRE-ENGINEERED WOOD TRUSS @ 24' O.C. (TYP) TOPOF BEAM _ +9-4 AV F.F. 7 GALV. DRIP EDGE (TYP) 71W CEMENTITIOUS STUCCO i - OVER HIGH RIB LATH (TYP) 2X6 HARDIE FASCIA (TYP) 71F CEMENTITIOUS STUCCO 6I6' CEMENTTnOUS STUCCO(TYP) OVER HIGH RIB LATH (TYP) CMU BOND BEAM; SEE STRUCTURAL i PAGES FOR WALL DETAILS (TYP) W8' CEMENTITIOUS STUCCO (TYP) "• 0 OFFINISH FLOOR \ PORCH FLOOR 8' 6W GYPSUM CEIUNG (YP) PLATE DRAFT STOP(TYP) 4" CONC. SLAB (TYP) 12 12 M5 5/8" GYPSUM CEILING (TYP) 1/2" GYPSUM INTERIOR WALLS (TYP) (2) 2X4 SPRUCE TOP PLATE (TYP) 2X4 SPRUCE CRIPPLES @ 16" O.C. (TYP) (2) 2X10 HEADER W/ 1/2" CDX FLITCH 1 SECTION AA A-301 SCALE:3/8" = 1'-O" PRE -MANUFACTURED CUPOLA BY BUILDER 2X4 SPRUCE TOP PLATE (TYP) VER 3M' R-MAX RIGID INSULATION, 3RING 016' O.C. (TYP) 2X4 BACKING FOR CABINETRY O YP) 2X4 SPRUCE STUDS Q IW O.C. (TYP) .-. 2X4 PT SOTT. PLATE (TYP) 02 S-501 1X4 PT TOP PIATE/ DRAFT STOP (TYP) 1X8 PT CURTAIN BACKING (TYP) MARBLE WINDOW SILL (TYP) 1W GYPSUM, OVER 314' R-MAX RIGID INSULATION, OVER 1X PT FURRING ®16- O.C. (TYP) 1X4 PT BOTT. PLATE WALL FURRING (TYP) IX4 PT TOP PLATE/ DRAFT STOP (TYP) 1 X1 PT INSULATION STOP (TYP) 2X8 PT WOOD BUCK (TYP) 6080 EXTERIOR DOOR ASSEMBLY W/ TRANSOM v i�_2 -- — — — sso4 2 SECTION BB A-301 SCALE:1/4" = T-0" 1 1 PRE-ENGINEERED WOOD TRUSS @ 24" O.C. (TYP) 2X4 PT\KNEE WALL 7/8" �EMENTITIOUS STUCCO OVER 12 TYVEK, OVER 1/2° CDX PLYWOOD 5 TOP OF STUCCO LATH (TYP) 1'-7" /8" CEMENTITIOUS STUCCO OVER BEAM FRA(vtING BUILD -OUT I BOTTOM OF FRA T;YVEK (TYP) i'9'-81 Z' � BOTTOM OF SIDE fRA 7/8" CEMENTITIOUS STUCCO OVER BEAM " FRAMING BUILD -OUT �---- FAUX ARCHITECTURAL COULUMN TOP OF COLUMN - - - - — +2'-4T 24"W X32"H CMU COLUMN BASE W/ 5/8" CEMENTITIOUS STUCCO FINISH FINISH / ENTRY PEAK OF ROOF - _ _ _ _ - _ - _ +14C2"AXORF.�� BEAAMM A.F.F. Y 7/8" CEMENTITIOUS OVER HIGH RIB FRAMING + 6" HARDIE SIDING OVER' A.F. F. MING " A.F.F. BASE � Y A.F.F. FLOOR A.F.F. FLOOR ' B.F.F. Y 4" C 26 GA STANDING SEAM ROOFING SYSTEM 26 GA IF GA RIDGE CAP TO MATCH ROOFING SYSTEM '410 ARCHITECTURAL SECTIONS IF a P—N i3MMIG GREEN DESIGN CONSTRUCTION & DEVELOPMENI COA#30250, AA#26003565 502 NW 2ND STREET, OKEECHOI FLORIDA 34972 P: (863) 467-1111 F: (863) 582-9574 W W W.GDCFLORIDA.COM W Wz W Lu Z W a F y Z U c J 3 Zoo a z co 0 00 M o _5 C. ICI Lu Luvo C I V o Lu Q V N 0 Lu CL uj a a a ISSUED IN PROGRESS C ISSUED FOR REVIEW C ISSUED FOR BIDDING C ISSUED FOR PERMIT , ISSUED FOR r CONSTRUCTION C LIABILITY NOT THIS IS THE PROPERTY OF GREEN DES CONSTRUCTION & DEVELOPMENT, LLCI NOT TO BE REPRODUCED OR COPIED WHOLE OR IN PART. IT IS NOT TO BE US ANY OTHER PROJECT AND IS TO BE RETI UPON REQUEST, SCALES AS STATED HEREIN ARE FOI REFERENCE ONLY AS NORMAL REPRODUCTION PROCESSES MAY ALTE ACCURACY OF ORIGINAL DRAWING JOHN H. CRESWELL PE #40940/ COA #302! C: (863) 467-1111 E: john@gdcflorida.coi REVISION WRITTEN DIMENSIONS THESE DOCUMENTS SN TAKE PRECEDENCE Ob ALL SCALED DIMENSIO DRAWN BY B.S. & K.W. CHECKED BY J.H.C. DATE 1/19/2018 SHEET A-301 26 GASTANOING SEAM ROOFING SYSTEM OVER PEEL-ILSTICK UNDERLAYMENT, OVER &W COX PLYWOOD (TYP) PRE-ENGINEERED WOOD TRt@2� mP) 2X6 HARDIE FASCIAmP)12 TOP OF BEAM �9=4"AF.F.2' GALV. DRIP EDGE lrvP) SIB' TYPE'X' GYPSUM ,� HEADER HEIGHT (.IN IN4AW SURE) VA.f.F: 1XBPTCURTAINBACKING mP)7/8' CEMENTITIOUS STUCCO 2X4 SRUCE TOP PLATE FYI — OVER HIGH RIB LATH (TYP) CMU BOND BEAM; SEE STRUCTURALZXO PAGES FOR WALL DETAILS (TYP)SIB' SRUCE SPRUCE STUDS 18' O.C. mP) — CEMENTTROUS STUCCO (TYR)D" IL% 12 GYPSUM EACH SIDE RYP) MARBLE WINDOW SILL _ 10 TYPE'X' GYPSUM, OVER NI R-MAX RIGID INSULATION, OVER IX PT FURRING @ 16 O.C. RYI iM PT SOFT. PLATE i 2X4 PT BOTT. PLATE mP) FLOOR FINISH FLOOR SEESTRUCTURALPAGESFOR FOUNDATION DETAILS (TYP) PRE-ENGINEERED WOOD TRUSS @ 24" O.C. (TYP) 2" GALV. DRIP EDGE (TYP) 2X6 HARDIE FASCIA (TYP) 7/8" CEMENTITIOUS STUCCO OVER HIGH RIB LATH (TYP) 5/8" CEMENTITIOUS STUCCO (TYP) 8" CMU BLOCK WALL (TYP) PRE-ENGINEERED WOOD TRUSS @ W O.C. RYP) INSULATION STOP R-30 SAmNSULATION (TYP) AROUNDAIC SPACE INATTIC We PLYWOOD ON BOTTOM CHORD OF TRUSSES FORAXACCESS ATTICACCESS 2X4 SRPUCE WALL BRACING W O.O i AS REQUIRED) SIFTYPE'W MR GYPSUM la' MR GYPSUM — R30 SATTINSULATION(TYP) P. IN IN4AW SURE BATH)) mP. RATHROOMAREAS) CLOSET SHELVING 2X4 SRUCE TOP PLATE (TYP) BV BUILDER I BATT INSULATION 2X4 SRUCE SPRUCE STUDS@ IF O.C.( TYP) - ,f2' TYPE MR GYPSUM EACH SIDE 117 GYPSUM EACH SIDE RYP) 26 GA STANDING SEAM ROOFING SYSTEM OVER UNDERLAYMENT, OVER 5/8" CDX PI 2X4 SPRUCE CEILING BACKING @ 24" O.C. (TYP. AS REQUIRED) 12 5w 2X4 SPRUCE WALL TIE @ 24" O.C. (TYP. AS REQUIRED) 5/8" TYPE "X" GYPSUM CEILING 1/2" TYPE "X" GYPSUM 1/2" TYPE 'I GYPSUM, OVER 3/4" R-MAX RIGID INS1i OVER 1X PT FURRING @ 16" O.C. (TYP) SEE STRUCTURAL PAGES FOR FOUNDATION DETAILS (TYP) �J L� BOOT. PLATE GYPSUM 2%4 PT BOTT. PLATE mP) 4i5/8" GYPSUM CEILING (TYP) MIN. R-11 BATT INSULATION (TYP) 1/2" TYPE "X" GYPSUM 2X4 METAL STUD WALL @ 16" O.C. 4" CONC. SLAB (TYP) SECTION CC A-302 SCALE:1/4" = III 2X4 METAL STUDS @ 16' O.C. (TYP) BIB' TYPE GYPSUM (TYP. IN GARAGEAREA) R-1I GATT INSULATION 1-HOUR FIRE WALL 6' CONC. STAB AT GARAGE PRE -MANUFACTURED CUPOLA BY BUILDER T 2X4 SPRUCE CEILING FRAMING @ 24" O.C. (TYP. AS REQUIRED) -- 2 ` SECTION DD A-302 SCALE:3/8" = V-0" 1/2" GYPSUM EACH SIDE 2X4 SPRUCE STUD WALL @ 16" O.C. I A501 t S503 PRE-ENGINEERED WOOD TRUSS @ 24' O.C. (TYP) PT KNEE WALL / 12 ®� 2' GALV. DRIP EDGE mP) / 2XB HARDIE FASCIA (TYP) 7W CEMENRTIOUS STUCCO OVER TYVEK, OVER 1I2'CDX PLYWOOD 7I8" CEMENTLTIOUS STUCCO 12 OVER HIGH HIS LATH (TYP) TOP OF BEAM +10 8 A.F.F. _ 2' GA-V. DRIP EDGE RYP) TOP OF BEAM h .UM CEILING BOND BEAM; SEE STRUCTURAL 2l(6 HAROIE FASCIA(TYP) +9 4 A.F.F. .RBA) PAGES PAGES FOR WALL DETAILS RYP) HEADER HEIGHT d, +80A 1XBPTCURTAINBACKINGRYP) CMU BOND BEAM; SEE STRUCTURAL PAGES FOR WALL DETAILS RYP) \ 8'STUCCO BANDING BOHEMIAN STYLE SHUTTERS BY CONTRACTOR 1X0 PT TOP PIATEIFURRING (TYP) SIR' TYPE'X' GYPSUM OVER 1X PRE -CAST WINDOW SILL PT FURRING STRIPS @ IF O.C. mP.IN GARAGEAREA) &F CEMENTITIOUS STUCCO FINISH FLOOR M� AF.F.Y 1"4 PT BOTT. PLATE --F IF CMU BLOCK WALL GARAGE FLOOR}, / SEE STRUCTURAL PAGES FOR FOUNDATION DETAILS RYP) \ / 1X4 PT TOP PLATE/ DRAFT STOP (TYP) I 1/2" GYPSUM, OVER 3/4" R-MAX RIGID INSULATION, OVER 1X PT FURRING @ 16" O.C. (TYP) 1X4 PT BOTT. PLATE WALL FURRING (TYP) --� SEE STRUCTURAL PAGES FOR FOUNDATION DETAILS (TYP) 1 S-502 — TOP OF COFFER h — — — — +13'-0" A.F.F. TOP OF PLATE +12'-0' A.F.F. PRE-ENGINEERED WOOD TRUSS @ 24" O.C. (TYP) — TOP OF BEAM — — — — — +9'-4" A.F.F.* 2" GALV. DRIP EDGE (TYP) 2L1 2X6 PRE -PRIMED HARDIE FASCIA(TYP) 7/8" CEMENTITIOUS STUCCO \ OVER HIGH RIB LATH (TYP) CMU BOND BEAM; SEE STRUCTURAL PAGES FOR WALL DETAILS (TYP) 5/8" CEMENTITIOUS STUCCO (TYP) 8" CMU BLOCK WALL (TYP) _ _ — FINISH FLOORi +0'-0" A.F.F. ARCHITECTURAL SECTIONS cor/ of GREEN DESIGI CONSTRUCTION & DEVEL( COA#30250,AA#26( 502 NW 2ND STREET, OK FLORIDA 3497: P: (863) 467.11', F: (863) S82-9Y WWW.GDCFLORIDP W w W Z W W W Q Q � Q LLJ J Q LU Q W U) '- Z 'zto N !- � H W V ®L) p U a L" 0 U W W d ISSUED IN PROGRE ISSUED FOR REVII ISSUED FOR BIDDI ISSUED FOR PER1 ISSUED F CONSTRUCT[ LIABILITY I THIS 15 THE PROPERTY Of GR CONSTRUCTION & DEVELOPME NOTTO BE REPRODUCED 01 WHOLE OR IN PART. IT IS NOT ANY OTHER PROJECT AND IS TC UPON REQUEST. SCALES AS STATEDHEREIN REFERENCE ONLYAS NI REPRODUCTION PROCESSES N ACCURACY OF ORIGINAL D JOHN H. CRES11 PE #40940/ COA, 1 (863)467-1 E: john@gdcfloril REVISIO WRITTEN DIMENS THESE DOCUMEN' TAKE PRECEDENC ALL SCALED DIME DRAWN 1 B.S. & KAA CHECKED J.H.C. DATE COP, 1/19/201E SHEET A-30 16" 26 GA. RIDGE CAP TO MATCH ROOF MTL. -- 26 GA STANDING SEAM ROOFING SYSTEM OVER PEEL-N-STICK UNDERLAYMENT, OVER 5/8" CDX PLYWOOD (TYP) PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. 1'-6 3/4" FAUX POLYSTYRENE ARCHITECTURAL COLUMN 24" W X 32" H CMU COLUMN BASE W/ 5/8" CEMENTITIOUS STUCCO FINISH 12 5 prp .000 12 W5 PEAK OF ROOF +14'-4" A.F.F. 2" GALV METAL DRIP EDGE (TYP) TOP OF BEAM - - +12'-0".F A.F. 7/8" CEMENTITIOUS STUCCO p TI 2X6 HARDIE FASCIA (TYP) M CMU BEAM 7/8" CEMENTITIOUS STUCCO OVER HIGH RIB LATH (TYP) cr)Ch 1 -7 7/8" N BOTTOM OF SIDE FRAMING +8'-2" A.F.F. M 1L-2z' .I\ 7/8" CEMENTITIOUS TYPE STUCCO, OVER VAPOR BARRIER, OVER PAPER BACKED WIRE LATH, OVER 1/2" CDX PLYWOOD (TYP) CV Lo - -- FAUX, POLYSTYRENE ARCHITECTURAL COLUMN 211 1'-1011 11 TOP OF C_ OLUMN BASE 24" W X 32" H CMU COLUMN BASE 00 W/ 5/8" SMOOTH CEMENTITIOUS STUCCO FINISH FINISH FLOOR +0'-0" A.F.F. ENTRY FLOOR 4-4" B.F.F. SECTION EE A-303' SCALE:1/2" = T-O" TOP OF KNEE WALL �+ 3'-4" A.F.F. TOP OF COUNTER + 3' 0" A.F.F. FINISH FLOOR + 0'-0" A.F.F. KITCHEN SINK _ (SPECIFIED BY OWNER) - BASE CABINETARWMILL WORKS - 3-�'�� SECTION H Q-303' SCALE:3/4" = 1'-0" D 26 GA STANDING SEAM ROOFING SYSTEP OVER PEEL-N-STICK UNDERLAYMENT OVER 5/8" CDX PLYWOOD (TYF PRE-ENGINEERED WOOD TRUS; @ 24" O.C. (TYF 5/8" TYPE "X" GYPSUM CEILING (TYF 1X4 PT TOP PLATE/ DRAFT STOP (TYF 5/8" GYPSUM, OVER 1X PT FURRING @ 16" O.0 6" CONC. SLAB (TYP. IN GARAGE AREA) 2 - SECTION G 2 SCALE: 1/2" _ -1'-0" 26 GA STANDING SEAM ROOFING SYSTEM OVER PEEL-N-STICK UNDERLAYMENT, OVER 5/8" CDX PLYWOOD (TYP) R-30 BATT INSULATION (TYP) - - 78-505 PRE-ENGINEERED WOOD TRUSS @ 24" O.C. (TYP) -- INSULATION STOP 7/8" CEMENTITIOUS STUCCO OVER HIGH RIB LATH (TYP) TOP OF BEAM 2" GALV. DRIP EDGE (TYP) 2X6 HARDIE FASCIA (TYP) (2) 2X6 TRELLIS SYSTEM BY BUILDER HEADER HEIGHT +6'-8" A.F.F. 16070 GARAGE DOOR ASSEMBLY FINISH FLOOR +0'-0" A.F.F. GARAGE FLOOR;' - -0'-4' B.F.F. i 5/8" GYPSUM CEILING (TYP) TOP OF BEAM— - - - - +12'-0" A.F.F. 12 5 — 1 X4 PT TOP PLATE/ DRAFT STOP (TYP) 1 1/2" COUNTER TOP (SPECIFIED BY OWNER) TOP OF BEAM I- +9'-4" A.F.F. 2" GALV. DRIP EDGE (TYP) _ 1/2" GYPSUM, OVER 3/4" R-MAX RIGID INSULATION, OVER 1X PT FURRING @ 16" O.C. (TYP) '' 2X6 PRE -PRIMED HARDIE FASCIA (TYP) - - -- 5/8" MR GYPSUM (TYP. IN BATHROOM AREAS) I SPRUCE TOP PLATE 7/8" CEMENTITIOUS STUCCO f I SPRUCE CABINET BACKING @ 34-1/2" A.F.F. OVER HIGH RIB LATH (TYP) CMU BOND BEAM; SEE STRUCTURAL PAGES FOR WALL DETAILS (TYP) - 1/2" MR GYPSUM OVER 1X PT FURRING @ 16" O.C. (TYP. IN CABANA BATH) _ 5/8" CEMENTITIOUS STUCCO (TYP) - 8" CMU BLOCK WALL (TYP) 2X4 SPRUCE STUDS @ 16" O.0 W/ 1!2" GYPSUM EACH SIDE 7/8" CEMENTITIOUS STUCCO OVER HIGH RIB LATH (TYP) X4 PT BOTTOM PLATE W/ 1/4" X 3 1/2" APCONS @16" O.C. (TYP) - - 5/8" CEMENTITIOUS STUCCO (TYP) - ---- - 4" CMU BLOCK WALL - goo _- _FINISH FLOOR 4" CMU HALF BLO 9K AT WALL BASE +O'—O" A.F.F. - 1X4 PT BOTT. PLATE WALL FURRING (TYP) -i PORCH FLOOR -0'-4" B.F.F. — — — — - SEE STRUCTURAL PAGES FOR FOUNDATION DETAILS (TYP) i 4-, ',,,-SECTION A-303,- SCALE: -O" -- - T' c ;— �;r 17E51GN 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.GDCFLORI DA.COM WW WW Z lz Wm W I. Q o a; z� M V J 00 t/� 3 Z o 0 aW c') EML? rn O Z v.d LLLLAA Lu fn l�-I-W- LuQ VI-0W cf)U p0 F,aa' Q ' U N c~�0�C> Lu a MLLJ aIL 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 STATEDHEREIN ARE FOR REFERENCE ONLYAS 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 1 WRITTEN DIMENSIONS ON THESE DOCUMENTS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. DRAWN BY B.S. & K.W. CHECKED BY J.H.C. DATE 1/19/2018 SHEET ARCHITECTURAL SECTIONS, A-303 24" 24 GA FLASHING OVER 5/8" CD PLYWOOD (SURROUNDING) 26 GA STANDING SEAM ROOFING SYSTEM OVER PEEL-N-STICK UNDERLAYMENT, OVER 5/8" CDX PLYWOOD (TYP) PRE-ENGINEERED WOOD TRUSS @ 24" O.C. (TYP) (2) 2X4 PT TOP PLATE PRE-ENGINEERED WOOD TRUSS @ 24" O.C. (TYP) 5/8" TYPE "X" GYPSUM CEILING (TYP. IN GARAGE AREA) 1X4 TOP PLATE / WALL FURRING (TYP) 1X8 PT CURTAIN BACKING (TYP) --- GYPSUM SILL COVER 1X4 TOP PLATE / DRAFT STOP (TYP) / 5/8" TYPE "X" GYPSUM, OVER 1X PT FURRING STRIPS @ 16" O.C. (TYP. IN GARAGE AREA) 4" CMU BOTT. COURSE (TYP. @ GARAGE) 1x4 PT BOTT. PLATE (TYP) 26 GA STANDING SEAM ROOFING SYSTEM OVER PEEL-N-STICK UNDERLAYMENT, OVER 5/8" CDX PLYWOOD (TYP) 2X4 PT KNEE WALL W/ STUDS @ 16" O.C. 2X6 HARDIE FASCIA (TYP) 7/8" STUCCO STOP (TYP) 7/8" CEMENTITIOUS STUCCO OVER HIGH RIB LATH (TYP) 7/8" CEMENTITIOUS STUCCO OVER TYVEK, OVER 1/2" CDX PLYWOOD 24" 24 GA FLASHING OVER 5/8" CD PLYWOOD (SURROUNDING) 12 ®5 26 GA STANDING SEAM ROOFING SYSTEM OVER PEEL-N-STICK UNDERLAYMENT, OVER 5/8" CDX PLYWOOD (TYP) TOP OF BEAM - - - - - +12,_0" A.F.F. 2" GALV METAL DRIP EDGE (TYP) _ ALUMINUM GUTTER BY BUILDER 7/8" I L --- HIGH STUCCO OVER HHIGH RIB LATH (TYP) -- - 2X6 HARDIE FASCIA (TYP) 1' 8" 7/8" STUCCO STOP (TYP) TOP OF BEAM , -- -- 2X4 PT TOP PLATE 7/8" CEMENTITIOUS STUCCO OVER HIGH RIB LATH (TYP) 7/8" CEMENTITIOUS STUCCO, OVER 1/2" CDX PLYWOOD 2X4 PT BOTT. PLATE 16" CMU BEAM, SEE STRUCTURALS 2X4 PT STUDS @ 16" O.C. 2X4 SPRUCE STUDS @ 16" O.C. FAUX POLYSTYRENE ARCHITECTURAL COLUMN I 1. BOHEMIAN ARCHITECTURAL STYLE SHUTTER(S) BY CONTRACTOR ARCHITECTURAL DETAILAT GARA E WINDOW A-501 SCALE:3/4" = V-0" HS35 WINDOW 6" HARDIE SIDING OVER TYVEK (TYP) CAST-CRETE SILL 5/8" CEMENTITIOUS STUCCO (TYP) FINISHED FLOOR _ +0'-O" A.F.F. ENTRY FLOOR -0'-4" B.F.F. 2 S-502 2" 2" PRE-ENGINEERED WOOD TRUSS @ 24" O.C. (TYP) 26 GA STANDING SEAM ROOFING SYSTEM OVER PEEL-N-STICK UNDERLAYMENT, OVER 5/8" CDX PLYWOOD (TYP) 2"GALV METAL DRIP EDGE (TYP) ALUMINUM GUTTER BY BUILDER 2X6 HARDIE FASCIA (TYP) 7/8" STUCCO STOP (TYP) 7/8" CEMENTITIOUS STUCCO OVER HIGH RIB LATH (TYP) 2X4 PT TOP PLATE 2X8 SPRUCE STUDS @ 16" O.C. 2X4 SPRUCE STUDS @ 16" O.C. TOP OF BEAM - +12'-0" A.F.F. BOTTOM OF BEAM FRAMING-] +8'-2" A.F.F. ' 2X4 PT BOTTOM PLATE 7/8" CEMENTITIOUS TYPE STUCCO, OVER VAPOR BARRIER, OVER PAPER BACKED WIRE LATH, OVER 1/2" CDX PLYWOOD (TYP) FAUX POLYSTYRENE ARCHITECTURAL COULUMN 8"X8" CMU COLUMN (BEYOND) 24" W X 32" H CMU COLUMN BASE W/ 5/8" CEMENTITIOUS STUCCO FINISH TOP OF COLUMN BASE FINISHED FLOOR , +0'-0" A.F.F. ENTRY FLOOR 44" B.F.F. 420`�ARCHITECTURAL DETAILAT FRONT ENTRY (SIDE RETURNS) SCALE:3/4" = V-0" �j GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC COA#30250, AA#26003565 502 NW 2ND STREET, OKEECHOBEE, FLORIDA34972 P: (863) 467-1111 F: (863) 582-9574 W W W.GDCFLORIDA.COM W cj w Z WW w I W W 0W �I 1" Q o CD a= CD 25 A ( J CD CD 3 M a Lu W ~�00m Z ;o° �� d- D- LL co co Ix IQ- , w Cr0)U0 in U F a M Q ' Lu N Lu t~j0--�U trLL uLatr p a o CL a. a a 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 NOTTO BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT IS NOTTO BE USED ON ANY OTHER PROIECT AND 15 TO BE RETURNED UPON REQUEST. SCALES AS STATEDHEREIN ARE FOR REFERENCE ONLYAS NORMAL REPRODUCTION PROCESSES MAYALTERTHE ACCURACY OF ORIGINAL DRAWINGS. uuwu1114#4�� f/BMI*�v1u�CC1C°�� 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 1 /19/2018 SHEET A-501