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Home My WebLink AboutBuilding Plan ISSUED FOR PERMIT 10/18/2021 .......... �n 1 4 i "A 1110 K PIP, 77777R- 777-7-5 V777777 !"T 777 Fi, poopw 7!7-r 'A Agi Va X X MW "a 'A i 5 Aso Al xk' oil ; I-AR011TECTURE SI -IM"UCTURAL ENGINEERIN('.7 MEP ENGINEERING. JOHN MALA4NL'0"Zm.wYN a 9 JF IOU Al 1W Ar W a N Mkff Ou'" ' TD Cwmm) A`""' L I VIN G D I"T 00'N N N Ir IN IF IV ff RED 2` 7w.56S. BKA"X7K5*M1'ru "'i"'OAD, FU"r0"'7P/ER"'h "`0` FLORWDA, "5 A R (Cil I To E C T S D ARCEL /V" : 23,,,e'?,f..,),-501 —u'U'6u'—OOU'-5 E N G I N E E R S OwiftNJER' S REPRESENTATIVE COA#3025C), AA#26003565 S02 NW 2ND STREET, OKEECHOBEE, FLORIDA 34972 Ce NAME : JOHN MALANCZYN P: (863) 467-1111, F: ('772) 872-S121 4� vl PHONE : 772-263-9129 _00r_ C01\ ou -v� WWW.Gl�CFLIDRIDA.COM C -mail 'je 0 EMAIL: #Client E 500C RECEIVED CO 1� E'Cz 0 8 ?0 2 2 ST. Lucie Countv, Permitting roc ARCHITECTS - GENERAL PROJECT INFORMATION �y� GENERAL NOTES ABBREVIATIONS c 3 ___-- --_____ ___-_-- --- -- _ - ENGINEERS SITE LOCATION/ADDRESS _ .- , __.. _,..,. _,..._. 2756 S.BROCKSMITH ROAD,FORT PIERCE,FLORIDA,34945 ' 1. DRAWINGSARE NOT TO BE SCALED.ON SITE VERIFICATION OFALL DIMENSIONS AND ABV. --- ABOVE JT. --- JOINT COA#30250,AA#26003565 502 NW 2ND STREET,OKEECHOBEE, CONDITIONS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACT09 AND ALL NOTED A.C. _ AIR CONDITIONING KIT --- KITCHEN PARCEL ID: 2320 501-0060 000-5 N, DIMENSIONSTAKEPRECEDENCEOVERSCALEDDIMENSIONS. ACOUS. -- ACOUSTICAL LAV --- LAVATORY FLORIDA 34972 EARI B AD OWNER: JOHN MALANCZYN C,T. --- ACOUSTICAL CEILING TILE. L.B. -- LONG P:(863)467-1111 2. CONTRACTOR TO VERIFY ALL DIMENSIONS&ADVISE ENGINEER OF ANY DISCREPANCIES, A.ADM€N. --- ADMINISTRATION L.F. --- LADEARI F:(772)872-5121 OWNER'S ADDRESS: 2756 S.BROCKSMITH ROAD FORT PIERCE, FL. CONSTRUCTION SHALL NOT PROCEED UNTIL SAID DISCREPANCIES HAVE BEEN RESOLVED AND INEAR FEET WWW.GdCFLORIDA.COM APPROVED BYENGINEER. A.DRAIN --- AREA DRAIN L.P. --- LOW POINT OWNER'S CONTACT: 772-263-9129 ADJ. --- ADJACENT MAY --- MAXIMUM I 3. NO MATERIALS OR SYSTEMS ARE TO BE FABRICATED UNTIL:A. ALL DIMENSIONS HAVE BEEN A.F.F -- ABOVE FINISH FLOOR MECI-L --- MECHANICAL ---- --------- ------ -- VERIF/EDBYTHECONTRACTOR.B. SHOPDRAWINGSHAVEBEENREVIEWEDANDACCEPTEDBY AFP --- ACOUSTICAL.FINISH PLASTER MFR. --- MANUFACTURER THE ENGINEER. A.H.U. --- AIR HANDLING UNIT MGR. -- MANAGER CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL BEFORE COMMENCING ALUM. -- ALUMINUM MH - MANHOLE SCOPE FWORK FABRICATION INSTALLAT 0NOFALL APPLICABLE ITEMS OF CONSTRUCTION.ALL SHOP __ ANODIZED MIN --- MINIMUM DRAWINGS DIMS SHALL BE FIELD VERIFIED,REVIEWED AND APPROVED BY CONTRACTOR ANOR BEFORESUBMITTALINCOMPLETESHOPDRAWINGSOR LACKING SUFFICIENT INFORMATION ARCH. --- ARCHITECTURAL MIS':;; ___ MISCELLANEOUS -- - - --- - WILL BE RETURNED WITHOUT REVIEW.ALL SHOP DRAWINGS REQUIRE APPROVAL IN THE CITY A.S.B. -- ASBESTOS M.O. --- MASONRY OPENING CONTRACTOR TO SUBMIT A MINIMUM OF FIVE(5)SETS OF COMPLETE SHOP DRAWINGS OR ASPH. --- ASPHALT MTL. --- METAL CONSTRUCT ONE(1)NEW CUSTOM OUTDOOR LIVING ADDITION ON AN AS SUBMITTALS FOR APPROVAL BEFORE COMMENCING FABRICATJONAND/OR INSTALLATION ASST. --- ASSISTANT NA --- NOB APPLICABLE EXISTING; DEVELOPED RESIDENTIAL LOT IN ST.LUCIE COUNTY - t OFAIL APPLICABLE ITEMS OFCONSTRUCTION.ALL SHOP DRAWING DIMENSIONS SHALL BE BATT --- BATT INSULATION NC --- NON-COMBUSTIBLE FLORIDA.STRUCTURE COMPLIES W/FBC R301,2,AS IS"NEGLIGIBLE" PROJECT LOCATION FIELD VERIFIED,REVIEWED AND APPROVED BY THE CONTRACTOR BEFORE SUBMITTAL AND BB. BACKER BOARD N.LG NOT IN CONTRACT TO DAMAGE FROM WEATHERING,AND IS CLASSIFIED AS"VERY SO NOTED.RE-REVIEW BYARCHITECTORENGINEER REQUIRED BYSUBMITTAL NOT BD ___ BOARD Na.'HUM --- NUMBER HEAVY"TO DAMAGEFROIIATERM€TE(S}. EVALUATEDAND APPROVED BY CONTRACTOR SHALL BE PAID FOR BY THE CONTRACTOR ON BLDG. --- BUILDING NON',. -- NOMINAL HOURLYRATES ESTABLISHED IN ARCHITECTS CONTRACT FOR SERVICES FOR THIS PROJECT, -- BLK. -_- BLOCK i BLOCKING N,T.':�. NOT r0 SCALE 4. PLANS ASDESIGNEDARETHESOLE PROPERTY OFGDCARCHITECFS-ENGINEERSANDMAY BM, --- BEAM O.0 --- ON CENTER NOT BE USED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN CONSENT OF GDC BOTT. --- BOTTOM O.D --- OUTSIDE DIAMETER D"ESIDAT - -- - ARCHITECTS-ENGINEERS OR ITS DULYAUTHORIZED REPRESENTATIVES PLANS MAYBE PURCHASEDSEPARATELYBYCONTACTINGGDCARCHITECTS-ENGINEERS�a (863)467-1121. GAB. --- CABINET O.F.I. ;, --- OWNER FURNISHED,CONTRACTOR ` CB --- CATCH BASIN INSTALLED >m 0 5. THE ENGINEER WILL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OR CHARGE OF CEM, --- CEMENT O.H --- OVERHANG h JURISDICTION: SAINT LUCIE COUNTY CONSTRUCTION METHODS,TECHNIQUES,PROGRAM,SEQUENCES OR PROCEDURES OR FOR C.PLAS, CEMENT PLASTER OFF. -- OFFICE PLANNING AND DEVELOPMENT SERVICES LOCATION M.W.AP NOT TO SCALE THESAFETYPRECAUTIONSANO PROGRAMS INCONNECTION WITH THE WORK.HEORSHE C.G. --- CORNER GUARD O,S.I-.A --- OCCUPATIONAL SAFETY AND HEALTH BUILDING AND CODE REGULATION DIVISION _. WILL NOT BE RESPONSIBLE FOR THE CONTRACTORS FAILURETO CARRY OUT THE WORKIN C.HGT. - CEILING HEIGHT ADMINISTRATION STANDARDS 111110 _ �. , ...0 _ ... a.... r, -. k -.,. .,. ... , ,- t� _. ,. t ACC RDA 1 TH TRA D CUMENTS.THE EN NEER H LL T VE _ _ _. � 3 � ._ ,, ._. � , ... O NCE W TH E CON CT O Gl 5 A NO HA CONTRD { PHONE.772 462 2172 :,st, ,..� ,b3 w � ,� � : ;_, �.: :,, ) - � ,,,. ..t.' ; .' ,:'.. L C.JNT. CONTROL JOINT OPh,{,, OPEI�IING ,s ,.„ .� t .-.... .S.. o.. , .. ,...v r �... , .•;:. _ e, <,,.,. _ CHARGE OR BE RESPONSIBLE FOR THEACTS OR OMISSIONS OF THE CONTRACTOR SUB- ___ ___ , •� .- � ,:, : -, � ;_ .,,,. _.,.; r '.,-v. - CLR, CLEAR(FINISH P.L. PROPERTY LINE BUILDING CODES IN EFFECT. ,..r � ,.;, . . ., - ,.-,,,, . CONTRACTORS,OR ANY OF THEIR AGENTS OR EMPLOYEES OR ANY OTHER PERSON ( ) Q x,,, .';, ,fit C r, COMP. --- COMPUTER P.LAM. --- PLASTIC LAMINATE YH PERFORMING ANY OF THEWORKONTHEIOBSITE. FLORIDA BUILDING CODE 7 EDITION(2020)BUILDING ) t 4k e-1 CPT, - CARPET PLA'S. --- PLASTER FLORIDA BUILDING CODE 7T"EDITION 2020 RESIDENTIAL d , ,. r TH 6. THE STRUCTURAL ENGINEER OF RECORD IS NOT RESPONSIBLE FOR THE DESIGN OF STEEL CT. CERAMIC TILE_ PLU?vl, PLUMBING FLORIDA BUILDING CODE 7 EDITION 2020 PLUMBING IJ !Y CLG CEILING Ta ,; _ " � ., ' '' STAIRS,HANDRAILS,CURTAIN WALLS,WINDOWS,PRECAST CLADDING,COLD-FORMED METAL P PLYWOOD FLORIDA BUILDING CODE 7 EDITION{2020)ENERGY CONSERVATION _ __ ___ = FRAMING,OR OTHER SYSTEMS NOT SHOWN IN THE STRUCTURAL DOCUMENTS.SUCH CLO. CLOSET P.O.B. POINT OF BEGINNING FLORIDA BUILDING CODE 7"EDITION 2020 EXISTING `' „' - _-- 4-- tra { ) SYSTEMS SHALL BE DESIGNED,FURNISHED,AND INSTALLED BY OTHERS AS REQUIRED IN C,O, CLEAN OUT PK• PAIR , FLORIDA BUILDING CODE 7'EDITION(2020)ACCESSIBILITY ='.` .: % OTHER PORTIONS OF THE CONTRACT DOCUMENTS. __ - _ O a 2017 NATIONAL ELECTRIC CODE Ash CONC. CONCRETE PTC", _- RISES�D O (NEC)1 „w~ s r ,., .- " CONT. - CONTINUOUS RISI_ RISER T TH w I ., Y .,,. ! �1 a O FLORIDA FIRE PREVENTION ION CODE? EDITION ION . �:�: ..". t� �'" y. . r ,� - 7. CONTRACTOR SHALL COMPtYWiTHALLAPPLICABLE LOCAL STATEAND FEDERAL BUILDING � o --- RADIUS RAC e ,M.U. - CONCRETE MASONRY UNIT :. CODES.PERMIT SHALL BE POSTED DNA VISIBLE PLACE ATAlL TIMES. LLI C:)DETL_ --- DETAIL --- ROOF DRAIN CO OCCUPANCY USE: "RA"RESIDENTIAL ' `< �' T 8. ALL WORK MATERIALS AND EQUIPMENT UTILIZED IN THIS PROJECTSHALL BE INSTALLED IN DIA. --- DIAME_fER REF. --- REFERENCE Im CD SPRINKLERED: NO --- r .�� ._ ._.. ,� �>. --- REFLECTED� �'" % , - �" STRICT ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATFONSAND DIR. DIRECTOR REEL. " - �, : ,,.o- �: „ A t„ SPECIFICATIONS. ___ I=". --- REINFORCED � ® O BUILDING DESIGNED; OPEN = ,, D.O. --- DOOR PENING REII _ - U': - ,�� Lia i fl } tP x _.. „ REC,., REC�L IRcD }- 0 CONSTRUCTION TYPE: II-B �„ -- 9. ALL WORK FOR THIS PROJECT SHALL CONFORM TO STANDARDS PUBLISHED BY RECOGNIZED 10 s: � , . ,..., � z DR. DOOR RM. --_ ROOM ct7 ULTIMATE WIND SPEED: V`ULT1157 MPH _ " " ;'_,,. I PROFESSIONAL AND INDUSTRY ORGANIZATIONS AS PER FBC, Lti O CS) N f NOMINAL W 1 A D 122 MPH �. DWR DRAWER r- O ..J c� � � N LI_ ILL co� N WIND SPEED S --_ ( ) � DWG. DRAWING --- E W R O ROUGH OPENING „- `a .. , -, ; 10. ALL MATERIALS USED SHALL BE NEW DELIVERED TO THE IN ORIGINAL SEALED RT RESILIENT TILE EXPOSURE: C ___ 13 "' tx;_ CONTAINERS BEARING ORIGINAL MANUFACTURERS LABELS. EA. EACIi SC --- SOLID CORE U3 y- Lll Lli RISK CATEGORY: I. x 4_ ELEC. --- ELECTRONICAL --- � I F Q SCFi SCHEDULE J } Q INTERNAL PRESSURE COEFFICIENT. / 0.18 ,: 11. BEFORE COMMENCING WITH fNf WORK,THE CONTRACTOR SHALL FILE WITH THE OWNER ELEV. --- ELEVATION SERA. --- SERVICE V ADJUSTMENT FACTOR FOR " ti. s `. ;, ,,¢ _ t- W k, " CURRENTINSURANCECERTIFICATIONSINTHEAMOUNTSREQUESTEDBYTHEOWNERFOR EL --- ELEVATOR SHR- SHOWER HEIGHT AND EXPOSURE: NIA ti € - 1 --" COMPENSATION,COMPREHENSIVE GENERAL LIABILITY,BODILYINJURYAND E.N.C. - EXISTING, NO CHANGE SH-1. -- SHEET CL IMPORTANCE FACTOR: 10 �,. y ¢" PROPERTY DAMAGE IT IS THE INTENTION OF THE PARTIES THATCONTRACTOR SHALL IDENTIFY E.O.S, --- EDGE OF SLAB SIM _ SIMILAR CC u C3 " a MEAN ROOF HEIGHT: <15" _ ; L° ``" THE OWNER AND ARCHITECT FOR ANYAND ALL COSTS,CLAIMS,SUITES,ANDJUDGMEN7S LA.1 f- EQ_ EQUAL SPEC:,';. --- SPECIFICATIONS I-' ROOF PITCH: 6:12 k F' `' FOR PROPERTY DAMAGEAND PERSONAL INJURY ARISING OUT OF THE WORK CONTRACTOR EQUIP --- EQUIPMENT SO -_- SQUARE V E,W.C. -- ELECTRIC WATER COOLER CL ce QG C3uj COMPONENTS AND CLADDING PRESSURES: w jm ,, 12. THE CONTRACTORSHALL COORDINATE THE WORKOFALL TRADES.STRUCTURAL,PLUMBING, EXH. EXHAUST SLD. -- SLIDING ROOF ZONES: 1,-22.1 PSF 2.-46,7 PSF 3.-46,7 PSF F FIRE PROTECTION,ELECTRICAL&AIR CONDITIONING ATTHE TIME THE WORK IS PERFORMED EXIST EXISTING SLD. SLOPE 0 CL SL. WALL ZONES: SEE ELEVATIONS ON THIS STRUCTURE. - --- STATE REQUIREMENTS FOR ix L]C EXT. --- EXTERIOR EDUCATIONAL_FACILITIES(2017 E.D.) CL �- UADS: 13. CONTRACTORSHALLBERESPONSIBLE FOR VISITING THESITE PRIOR TO BIDDING AND EXP.JT- EXPANSION JOINT S.S. _- SERVICE SINK FLOOR:40 PSF ROOF/DEAD: 10 PSF ROOFILIVE:30 PSF FAMILIARIZING HIMSELF WITHALI EXISTING COND117ONSAFFECIING THE WORK INCLUDING FBC 2017 FLORIDA BUILDING CODE(2017) S.S l I,, --- STAINLESS STEEL BALCONY/LIVE:60 PSF �" T E SPE TiVE NOT TO SCALE BUT NOT LIMITED To PRIVATEAND PUBLIC UTILITIES,ON AND OFF SITE,ACCESS ROADS,AND F.D. FIRE DAMPER' STL. --- STEEL OTHER SUPPORT FACILITIES. F.F. FINISH FLOOR ELEVATION STOP. STORAGE BEARING PRESSURES. -,. M. T,. F.F.E. -- FIXTURES,FURNITURES AND STRLCT. --- STRUCTURAL F.. _. • -, E RESPONSIBILITY OF DET RMIN NG THE ERECT! N... �, .... � ,.. a .. - � ...-.aw- � <., . ,.. , . .. _,. 14. THE CONTRACTOR HAS THE SOL E 1 O , � ,, �t., EQUIPMENT _ _,. .. , ., � , _,,,,s �. 34,,,,_ ;,•., ,_ _ ,� r._. SU"F. SUSPENDED .., _ S MINIMUM SOIL BEARING PRESSURE. 2500 PSF P __,.� . , � ,� _�� ,.. ; . ., .r , , _ _._ >�._ ,t r �. .. e - - __ .. _,. -, ._ _ ,. t PROCEDUREANDSEQUENCETO NSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT � , t � _ � . ,, ,. _. _ F F --- PROTECTION - 5,, P.L. FLORIDA FIRECOD -- r x , SYM. SYMMETRICAL ,..-. - .....{.y-., fie,, r .>~..ix 4 ., ,.,...... ... a. .:.... .. ....... r � ......... .-. :... PRESSURE. 2500 PSF ,.,,, .: ..� ,~�_, �. ��., .v. , � h PRESUMPTIVE SOIL BEARING ,,., s ,, - ,ter_ x ,�� . f. � PAR T INCLUDES BUT/SNOTLIMITEDTO TEMPORARY BRA !N t• , : 75 DURING ERECTION. HIS C G, / .,m ,z F _ _-- __- „�,. }-- , y �,,, :, ,' - .: : '.;`. .,m.' , IXT. FIXTURE ___ -, :x �� .... :,, '�` ,- «_�•; a; GUYS FALSE WORK OR CRIBBING THAT MAYBE NECESSARY TO STABILIZE THE STRUCTURE T TREAD , --- FLASHING --- FLASH. TEL. TELEPHONE ISSUED FOR --- DURING ERECTION,UNDER ALL LOADING CONDITIONS.SUCH MATERIAL SHALL BE REMOVED PROPERTY F FL.D. -_- FLOOR DRAIN ___ AND O THE CONTRACTOR AFTER TEM€ TEMPERED // ? i I " ,." „`' " . �. H.t h rt , .. wv PROTECT F.O.F. FACE OF FINISH THK. --- THICKNESS SITE LOCATIONDATA T - - "�°°� ' - r . F.R. - FIRE RATED "T.C," ___ T�"�;=r',T: 15. REFER TOARCHITECFURAL MECHANICAL ELECTRICAL PLUMBINGAND CML DRAWINGSFOR __ i t- _ F.V. FIELD VERIFY T- r =:;,. P�= TAFFECT STRU URA INSERTS,SLEEVES,CURBS,PADS,ETC,THA CT L WORK_ LOT 15 SUBDIVISION OF MC NURLEN FARMS BLK 4 LOT 8-LESS W 76.23 FT- A :. z GA. -- GAUGE UNLIMITED AREA f �.- V -- GALVANIZED L1A (8.81 AG) t �" R,-a ', 16. CONTRACTORSHALL VERIFYALL EXIS77NG U77LITIES SHOWN IN THE CIVIL SHEETS PRIOR TO GAi_.. G IJ.0 -- UNDER COUNTER y CET:. - GENERATOR ., .., _ , ,, ;.•, \ ,.;:; THE EXCAVATIONFOR THE BUILDING FOUNDATIONS THESTRUCTURAL ENGINEER SHALL BE U,L. --- UNDERWRITERS LABORATORY NOTIFIED OF O POTENTIAL CONFLICTS BETWEEN THE FOUNDATIONSAND ANY BURIED UTILITY ' - N. -- OTHERWISE A � GLASS U. C.�r. UNLESS S NOTED r PIPES G.W,B. - GYPSUM WALL BOARD VER I. -- VERTICAL FLOOD ZONE:X BASE FLOOD ELEVATION:NlA �,, "- HIC LIABILITY NOTE �y I' --- HANDICAP VEST. -- VESTIBULE rz ;.,„ - •.'' 1 Z CONTRACTORSHALL FIELD VERIFYALL EXISTING CONDITIONS PRIOR TO ANY ___ .; .�¢ € _„ '' • HC HOLLOW CORE __ THIS IS THE PROPERTY OfGOC ARCHITECTS- ,, ,� V.LF. VERIFY IN FIELD - m..;.;`� .,,,. -. , k.,:: ..a. ,.x �, ,,; ', .,. *,, u ,;,., '--' ..,..: .,, ,...:fit,L .,.�.,..:: w..:;. .. .yt ."'':N.4.:3. _ vS?.:. ., .wr l ►c� u , _ fi f. MATERIALS AND SHAtt IMME IATELYNOTIFYTHE ENGINEER WHERE CONDITIONS MAYVARY ZONE CLASSIFICATION.LAG 5�.OUNT ,, , , i�. � II I r: u , , ' ._ '��, � ENGINEERS, N,,�!I„, d i <,.. _, ,.f �>�1 �,z�- �.. ,� D HDWC!. --- HARD WOOD VWC�, � ,r ,. ��.,, .,� --- VINYL.WALL.COVERING LLCA D SNOTTOBE N/A r a 1 _,- 1 ,- FROM WHATARES14OWN ON THE DRAWINGS. - _. � ,., >•,. ., '�,. �",�: �:,..,. - HM --- HOLLOW METAL ___ REPRODUCED OR COPIED IN WHOLE OR IN LAND AREA:8.81 ACRES NEIGHBORHOOD: � I I, , ,w�, � ;-w.. � � r•_,�� _, VT VINYL;, ... MARKET, NIA DOR USE CODE,0100 '" ''`��* ~' r' w. - ___ € TA PART.IT IS NOT TO BE USED ON ANY OTHER i "; '",, „_ 18. WHERE TYPICAL ON THE STRUCTURAL DRAWINGS,ITSHALL APPLYTO HORiL.. HORIZONTAL.L. W/ __ WITH TAX DISTRICT:N/A SIT/R:25-35-39 m _ d � , --- SET PROJECTAND STOBERET NE UPON " ALL SAME OR SIMILAR CONDITIONS ON THE PROJECT HGT. HEIGHT --- CLO 1 REQUEST. RETURNED W C WATER � , H.P. --- HIGH POINT WD --- WOOD SCALES AS STATED HEREIN ARE FOR SETBACKS: „� -- DIAMETER N _ z�� I. (:n. - 19. CONTRACTORSHAtLNOTIFYARCHITECT/ENGINEERfORCLARiFICATIONPRIORTOBIDDINGOF LDIA, - INSIDE W/0 --- WITHOUT REFERENCE ONLY A$NORMAL FRONT50' �� . " - r - ��'- �" - :' r �* ^` _ - " .� �` ""• ANY DISCREPANCIES BETWEEN;BUT NOT LIMITED TO THE ARCHITECTURALSTRUCTURAL, INSUL. --- INSULATION __ REPRODUCTION PROCESSES MAY ALTER THE .- WP, WATERPROOF REAR30' �. , `�€ MECHANICAlANDELECTRICALDRAWINGSANYDISCREPANCIESAFTfRBiDDINGSHALLBf iNT. -- INTERIOR WT. --- WEIGHT ACCURACY OF ORIGINAL DRAWINGS. LEFT�0 - - - INTERPRETED AS IF IT WAS BID EDONTHEMOSTEXPENSIVEMETHODORFIN►SH. INv INVERT WVt WELDED WIRE FABRIC RIGHT 20' 8 '49�> a ,.., - _ -- BASED p„ .:, ,x 20. /NGINEER `. :` a's PRIONR T ANY CHANGES OR DEVIATIONl FROM CONTRACT DOCUMENTS 1 >C , " 21. SUBSTANTIAL COMPLETION SHALL BEATTAINED WHEN ALL PHASES OF THE WORKARE , AREA "' „a COMPLETED EXCLUDINGALL FINAL PUNCH LISTS ITEMS,REGARDLESS OF OWNERS USAGE OR CALCULATION OCCUPANCY OF THE IMPROVEMENT �';'$ 22. UNDER NO CIRCUMSTANCES WILL ASSUMPTIONS BY THE CONTRACTOR BE CONSIDERED THE " APPROVAL 0 THE ARCHITECT OR ENGINEER UNLESS THERE IS WRITTEN f F F DESIGN INTENT OR AP ROV F - - --- t : h� I, APPROVAL BY THEM. " j NEW COVERED AREA 816.67 REAR PERSPECTIVE NOT TO SCALE 23. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND/OR THE REPLACEMENT OF ANY SST, T� OF EQUIPMENT DAMAGED DURING CONSTRUCTION OR CLEAN-UP.CONSTRUCTION PERSONNEL OWNER STRUCTURE _ � '��OR I S'f s.67 SQ ft SHALL BE CONFINED TO THE LIMITS OF THE CONSTRUCTION AREA.ALL OSHA REGULATIONS FOR CONSTRUCTION AREAS SHALL BE STRICTLY FOLLOWED. ' � ' „ a -- CONTACT: JOHN MALANCZYN CONTACT: GDC ARCHITECTS-ENGINEERS ONAI SHEET I EllY 24. ALL DIMENSIONS ARE BASED ON NOMINAL SIZES OF MEMBERS AND ARE GIVEN TOTHE ADDRESS: 2756 S.BROCKSMITH ROAD,FORT PIERCE, JOHN H.CRESWELL P.E. OUTER FACE OF SUCH MEMBERS,NOTTO FACEOFFINISH MATERIAL UNLESS OTHERWISE FLORIDA,34945 ADDRESS: 4459 SE KUBIN AVE,STUART,FL,34997 NOTED ON DRAWINGS PHONE:: 772-263-9129 PHONE.: (863)467-1 111 GENERAL ELECTRICAL IN THE EMAIL: #Client E-ma;! EMAIL: yohn@gdcflorida.com ID NAME # REVISION DATE ID NAME # REVISION DATE 25. THECON SCONRRHALLBEARE RETUIREDBYCICF/RER USEOFSPECIED FICMAON THIALSA BUILDINGS CONSTRUCTION ARE REQUIRED BY CODE THE USE OF SPECIFIC MATERIALSAND G-001 GENERAL PROJECT DATA NOTES AND SHEET INDEX - E-001 GENERAL NOTES,SYMBOLS,RISER DIAGRAM AND CALCULATIONS - COMBINATIONS OF WITHIN FIRE RATEDASSEMBLIES AS CALLED FOR ON THE DRAWINGSAND -- ARCHITECTURE E-101 LIGHTING AND POWER PLANS _ SPECIFICATIONS ARE FOR THE PURPOSE OF ACHIEVING THOSE REQUIRED FIRE SEPARATIONIT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THAT CHANGE IN MATERIAL THAT ►D NAME # REVISION DATE PLUMBING ARE REQUESTED BYOR MADE BY THE CONTRACTOR AND/OR ITS SUB-CONTRACTORS,FROM BUILDER - MECHANICAL-- THOSE MATERIALS DRAWN OR SPECIFIED,DOES NOT IN ANY WAYAFFECTED OR LESSEN THE JOHN H. CRESWELL A-001 NOTES,SYMBOLS - ID NAME # REVISION DATE REQUIRED FIRE PATED CONSTRUCTION ORASSEMBLY, CONTACT: TBD CONTACT: TBD A-101 SITE PLAN J - P-001 GENERAL NOTES,SYMBOLS,DETAILS AND SANITERY ISOMETRIC - ADDRESS: TBD ADDRESS: TBD PE #40940/COA#30250 COPYRIGHT DISCLAIMER _ 26. UPON COMPLETION OF THIS PROJECT THE CONTRACTOR,SHALL GIVE THE OWNER AND PHONE:: TBD PHONE:: TBD C: (863) 467-1111 A-102 RENOVATION PLAN P-101 DOME STICWATERAND SANITARY PLANS ARCHITECTACOMPLETESETOFAS-BUILTARCHITECTURAL MECHANICAL AND ELECTRICAL EMAIL': TBD EMAIL,: TBD DRAW/NGSALONG WITH THE WRITTEN GUARANTIES,OPERATIONAND MAINTENANCE E:J 0 h Ft @ gd Cf I01'€d a.CO t`T1 A-103 ROOF OVERVIEW - MANUALS OF ALL EQUIPMENT AND FINISHES INSTALLED. THE CONTRACTOR SHALL MAINTAIN A-104 REFLECTED CEILING PLAN AS CONSTRUCTION S-BUIL PROGRESSES. INFORMATION SHALL BE RECORDED BYCONTRACTOR REVISION ISI®N REPRODUCTION OF THE ILLUSTRATION AND WORKING DRAWINGS OF THESE A-201 BUILDING EXTERIOR ELEVATIONS - PLANS, EITHER IN WHOLE OR IN PART, INCLUDING ANY FORM AND/OR A301 ARCHITECTURAL SECTIONS _ 27. OPENING WORKAS MAYBE NECESSARYFOR PROPER INSTALLATIONOF HIS OWN OR OTHER PREPARATION OF DERIVATIVE WORKS THEREOF, FOR ANY REASON _ _ CONTRACTOR WORK CONSULTING WITH OTHER CONTRACTORS CONCERNED REGARDING ELECTRICAL PLUMBING WITHOUT PRIOR WRITTEN PERMISSIONS STRICTLY PROHIBITED. THE STRUCTURE PROPER LOCATIONAND SIZE OF SAME.IN CASE OF HIS FAILURE TO LEAVE OR CUTSAME IN THE PURCHASE OF A SET OF PLANS IN NO WAY TRANSFERS ANY COPYRIGHT OR PROPER PLACE,HE SHALL CUT THEM AFTERWARDSATHIS OWN EXPENSE.NO EXCESSIVE CONTACT: TBD CONTACT: TBD OTHER OWNERSHIP INTEREST IN IT TO THE BUYER EXCEPT FOR A LIMITED ID NAME # REVISION DATE CUTTING WILL BE PERMITTED NOR SHALL ANYSTRUCTURAL MEMBERS WILL BECUT ADDRESS: TBD ADDRESS: TBD LICENSE TO USE THAT SET OF PLANS FOR THE CONSTRUCTION OF ONE, S-001 STRUCTURAL NOTES - WITHOUT THE CONSENTOFTHEARCHITECT,CONTRACTOR SHALL BEFULLYRESPONSIBLEFOR PHONE: TBD PHONE: TBD THE COORDINATION OF ALL WORK OF TRADES PLUS THE COORDINATION,REPAIR AND EMAIL: TBD EMAIL: TBD AND ONLY ONE, UNIT. THE PURCHASE OF AN ADDITIONAL SET(S) OF THAT S-101 SLAB/FOUNDATION PLAN AND DETAILS - PREPARATION FOR THE WORK OFANY OTHER TRADES THATWILL BE SUBSEQUENTLYLET - PLAN AT A REDUCED PRICE FROM THE ORIGINAL SET OR AS PART OF A 5-102 FIRST STORY CMU/CONCRETE BEAM PLAN UNDER SEPARATE CONTRACT BY THE OWNER. -MULTIPLE SET PACKAGE DOES NOT CONVEY TO THE BUYER A LICENSE TO CONSTRUCT MORE THAN ONE UNIT. THIS IS ALSO THE CASE WITH S-103 ROOF FRAMING PLAN - 28. CONTRACTOR SHALL COORDINATE WITH MECHANICAL AND ELECTRICAL CONTRACTORS THE REPRODUCIBLE VELLUM,CAD DISKS OR ANY MULTIMEDIA. S-104 ROOF NAILING PLAN _ LOC4770NOFALL ACCESS PANELSSO AS TOALLOWFOR PROPER EQUIPMENT ACCESSIBILITY, WRITTEN DIMENSIONS ON MAINTENANCE AND/OR OPERATION OF THE BUILDING SYSTEMS PRIOR TO THE STARTOF SIMILARLY,THE PURCHASE OF REPRODUCIBLE VELLUM CARRIES THE SAME S-501 STRUCTURAL DETAILS - WORK THE OMISSION OFANY OR ALL ACCESS PANELSDOES NOTRELIEVE THE CONTRACTOR THESE DOCUMENTS SHALL COPYRIGHT PROTECTION AS MENTIONED ABOVE. IT IS GENERALLY 5-502 TYPICAL WINDOW BUCK/FLASHING DETAILS - OF THE RESPONSIBILITY FROM PROVIDING AND INSTALLING SUCH PANELS OR DOORS. TAKE PRECEDENCE OVER ALLOWED TO MAKE COPIES FOR THE CONSTRUCTION OF A SINGLE UNIT - 29. CONTRACTORSNAlLBERESPONSIBLEFORREMOVINGALLDEBRISANDCONSTRUCT/0N ONLY. TO USE ANY PLANS MORE THAN ONCE, AND TO AVOID ANY S 503 TYPICAL MASONRY CONNECTION DETAILS - MATERIAL FROM THESITE.CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR PROPERLY ALL SCALED DIMENSIONS. COPYRIGHT LICENSES INFRINGEMENT. IT IS NECESSARY TO CONTACT THE 5-504 TYPICAL WOOD CONNECTION DETAILS - CLEANING ALL AREAS PRIOR TO FINAL ACCEPTANCEBY THE OWNER INCLUDING BUT NOT PLAN DESIGNER TO RECEIVE A RELEASE AND A LICENSE FOR ANY LIMITED TO WINDOWS,STOREFRONT,FLOORS CARPETS,WALLS,DOORS,EQUIPMENT,ETC. EXTENDED USAGE, THE DESIGNER WILL MAKE SPECIAL_ PROVISIONS FOR BY PLAN USAGE WITHIN DEVELOPMENTS WHEN PREVIOUS ARRANGEMENTS 30_ THE CONTRACTOR SHALL GUARANTEE IN WRITING FORM AS ACCEPTABLE TO THE OWNERALL HAVE BEEN MADE DIRECTLY WITH THE DESIGNER, LABOR AND MATERIALS INSTALLED BYHIM FOR A PERIOD OF NOTLESS THAN(1)ONE YEAR AFTER DATEOF ACCEPTANCEOF WORK BY THE OWNER EXCEPTAS MODIFIED HEREIN OR ON WHEREAS A PURCHASER OF REPRODUCIBLE IS GRANTED LICENSE TO MAKE OTHER DRAWINGS,SHOULD DEFECTS OCCUR ALL WORK SHALL BE REPLACED OR PROPERLY COPIES, IT SHOULD BE NOTED THAT AS COPYRIGHT MATERIAL, MAKING REPAIRED ATNOADDITIONALCOSTTOTHEOWNER. CHECKED BY PHOTOCOPIES FROM BLUEPRINTS IS ILLEGAL. 31. ALL WORK COMPLETED OR OTHERWISE,SHALL BE PROP£RLYPROTECTEDATALLTIMES. C CONTRACTOR SHALL FOLLOW ALL ACCEPTED METHODS OF SAFETY PRACTICE AND PROVIDE COPYRIGHT AND LICENSING OF PLANS FOR CONSTRUCTION EXIST TO ALL FENCES,BARRICADES,ETC.AS MAYBENEEDED TO PROTECTLIFE AND PROPERTYAND AS PROTECT ALL PARTIES. IT RESPECTS AND SUPPORTS THE INTELLECTUAL MAYBE REQUIRED BYAUTHORITIESHAVINGJURISD►CTION OVER THIS WORK.HESHALL DATE PROPERTY OF THE ORIGINAL ARCHITECT, ENGINEER, OR DESIGNER, REPAIR ATHIS OWN COSTANY DAMAGES TO THE PREMISES OR ADJACENT WORK CAUSED BY COPYRIGHT LAW HAS BEEN REINFORCED OVER THE PAST FEW YEARS. HIS OPERATION. 10/18/2021 WILLFUL INFRINGEMENT COULD CAUSE SETTLEMENTS FOR STATUTORY DAMAGES UP TO$150,000.00 PLUS ATTORNEY FEES,DAMAGES AND LOSS OF SWEET " Ru" JECT uwn"" ATA Nuo" TES AND SHEET IND ..,. ,.. a ARCHITECTURAL NOTES SYMBOL LEGEND ARCHITECTS ENGINEERS - - - 1. THE GENERAL CONDITIONS OF THE CONTRACT FOR THE 13. ALL CONTRACTORS WORK SHALL BE PERFORMED IN A FIRST CLASS 25. BEFORE INSTALLATION, THE CONTRACTOR SHALL COORDINATE WITH COA#30250,AA#26003565 CONSTRUCTION OF BUILDING OF THE AMERICAN INSTITUTE OF WORKMAN-LIKE MANNER MATCHING AND ALIGNING ALL SURFACES THE ENGINEER/ARCHITECT AND INTERIOR DESIGNER THE EXACT 502 NW 2ND STREET OKEECHOBEE, ARCHITECTS, DOCUMENTA-201, LATESTADDITION HEREBY MADE WHERE APPLICABLE TO AFFORD A FINISHED,NEATAPPEARANCE. MOUNTING LOCATION OF ALL SWITCHES, WALL RECEPTACLES, FLORIDA 34972 PARTOF CONTRACT DOCUMENTS. THESE GENERAL NOTES, CONTRACTOR SHALL BE CLEAN ALL SURFACES FREE OF ALL DIRTAND PLUGS, THERMOSTATSAND OTHER WALL MOUNTED FIXTURES P:(863)467-1111 SPECIFICATIONS AND CONTRACT BETWEEN THE OWNER AND REFUSE CAUSED BY DEBRIS FROM ALL INSTALLATION TECHNIQUES OF UNLESS NOTED ON PLANS. F:(772)872 5121 WWW.GDCFLORIDA.COM CONTRACTOR SHALL TAKE PRECEDENCE OVER THE'GENERAL TRADE.ALL ADJACENT SURFACES TO THEIR WORK SHALL BE LEFT AS 26. ALL INTERIOR AND EXTERIOR JOINTS BETWEEN DISSIMILAR CONDITIONS'IN THE EVENT OF CONFLICT. THEYAPPEAR PRIOR TO THE COMMENCEMENT OF THE MATERIALS OR FINISHES SHALL RECEIVE A BEAD OF CAULKING TO - - CONTRACTORS WORK TO BE DONE. CONTRACTOR SHALL PROPERLY MATCH COLOR OF ADJACENT SURFACE. COORDINATE COLORS WITH ( ) 2. SCHEDULE OF VALUES:CONTRACTOR SHALL SUBMIT A DETAILED PROTECTALL ADJACENT SURFACES DURING THE COURSE OF HIS ARCHITECT/OWNER. COST BREAKDOWN'SCHEDULE OF VALUES'IN THE OFAIA G702 INSTALLATIONS.ALL GLASSAND HARDWARE SHALL BE THOROUGHLY PRIOR TO THE FIRST PAYMENT. THIS SCHEDULE OF VALUF.SSHACL CLEANED IN A MANNER ACCEPTABLE TO THE OWNER. 27. CIVIL ENGINEERING, INTERIOR DESIGN AND LANDSCAPE/IRRIGATION 0� 0'I BUILDING SECTION PLAN DETAIL CALL OUT- - - CLOSELY FOLLOW THE STANDARD CSi FORMAT,AND SHALL DRAWINGS ARE PARTOF THIS PROJECTAND SHALL BE USED BYTHE A-201 A-201 DRG NO.JSHT NO. o� DETAIL NO.,s1;�HT NO. BREAKDOWN UNITS OF WORK IN SUFFICIENT DETAIL TO ALLOW 14. WHERE CMU IS INDICATED TO HAVEA SPECIFIC HOURLY FIRE RATING, CONTRACTOR IN FULL COORDINATION W/ALL THE DINGS. ISSUED BY A-501 ARCHITECT TO EVALUATETHE WORK COMPLETED. THE BREAKDOWN THIS SHALL BE TAKEN AS THE MINIMUM ALLOWED. GDC ARCHITECTS-ENGINEERS. SHALL BEA TRUE REFLECTION OF THE COST OF WORKMND SHALL NOT BE"FRONT-END"LOADED. THE SCHEDULE OF VALUESSHACL BE 15. ALL WOOD FRAMING, INCLUDING PLYWOOD, WHICH IS CONCEALED 28. CONTRACTOR IS RESPONSIBLE FOR INCLUDING IN HIS BID, LABOR 5%AND SHALL BE HELD UNTIL SUBSTANTIAL COMPLETION OF WORK. WITHIN WALLS OR CEILINGS OR USED FOR SUPPORT OF WALLS OR AND MATERIAL COSTS FOR ANY CHANGE OR ALTERATION OF CEILINGS MUST BE FIRE RETARDANTAND,PRESSURE TREATED ADJACENTAREAS TO BE DISTURBED DURING CONSTRUCTION SUCH I` 3. ALL CONDITIONS AND APPLICABLE REQUIREMENTS OF THE WOOD MUST BE USED WHERE IN CONTACT WITH CONCRETE OR AS,BUT NOT LIMITED TO, PAVING SIDEWALKS,STREETS EXISTING MASONRY TREES AND LANDSCAPING TO INSURE THEIR PROPER DRAINAGE.AND CONTRACT BETWEEN THE CONTRACTOR AND OWNER SHALL RETURN THEM TO THEIR ORIGINAL FINISHED CONDITION. 01 01 BUILDING EXTERIOR ELEVATION - GOVERN ALL SECTIONS OF THE SPECIFICATIONS OF CODES AND 16, ALL PlPditlG SLEEVED THROUGH SLAB. CONTRACTOR TO FULLYSEAL 01 - - - MALL S ECTI O N MANUFACTURER WHICHEVER 15 MORE RESTRICTIVE. A-201 A-201 DRG NO./SHE NO. SPACEAROUND PIPES WITH A 2-HOUR Lt.L.APPROVED FIRE 29. ALL REQUIRED TESTS SHALL BE PERFORMED AT EXPENSE OF THE A-201 SECTION NO./SH I° NO. RESISTIVE'THERMARBER"GLASS FIBER SAFING INSULATION AS CONTRACTOR AND BYAN APPROVED TESTING LABORATORY. TESTS 4, CONTRACTOR TO REMOVE,RELOCATE OR RE-ROUTE AS NECESSARY MANUFACTURED BY U.S. GYPSUM CO.COMPLYING WITH ASTM E- ELECTRICAL, WATER GAS OR ANY OTHER UTILITY LINES RESULTS SHALL BE SUBMITTED TO THE ENGNNERfi/ARCHITECT. 119 OR APPROVED SIMILAR.PENETRATIONS THROUGH FIRE RATED ENCOUNTERED DURING CONSTRUCTION. WALLS SHALL BE PROTECTED AS TO MAINTAIN THE FIRE RATING OF SAID WALL. 30. ALL SLABS ON GRADE INTERIOR AND EXTERIOR, TO BE ON 6 MILL 5. ALL PERMITS, INSPECTIONS,APPROVALS,ETC.SHALL BE APPLIED FOR POLYETHYLENE VAPOR BARRIER WITHOUT EXCEPTION, UNLESS AND PAID FOR(AS PARTOF BID PRICE)BY THE CONTRACTOR IN ALL OTHERWISE NOTED. 17. ALL SHAFTS WHERE APPLICABLE TO BE 2-HOUR RATED WITHOUT FIELDS OF THE WORKS,AND HE SHALL BE RESPONSIBLE FOR THE EXCEPTION, UL DESIGN NO. U-505 OR APPROVED SIMILAR AND 31. THE CONTRACTOR,AND ALL SUBCONTRACTORS AND SUPPLIERS, COORDINATE OF INSPECTION AND APPROVAL OF THE WORK.PRIME SHALL CONTINUE AS SUCH TO UNDERSIDE OF ROOF OR FLOOR SHALL GRANT TO THE OWNER/DEVELOPER,INSTITUTIONAL O BUILDING PERMITS SHALL NOT BE OBTAINED BY THE CONTRACTOR. STRUCTURAL DECKING.SEE WALL TYPE DETAILS FOR WALL DESIGN. MORTGAGEE AND TO THE PURCHASER OF EACH UNIT, IMPLIED NORTH ARROW A SECTION TITLE w WARRANTIES OF FITNESS AS TO THE WORK PERFORMED OR A-301 DRCI NC'./SHT NO. 6. SUBMIT A COPY OF THE CONTRACT DOCUMENTS ISSUED FOR 18. CHAPTER 39,SEE FIRE PROTECTION,MECHANICAL, ELECTRICAL,AND MATERIALS SUPPLIED BY THEM AS FOLLOWS:(A)AS REQUIRED.BY SCALE:NONE REF:WHERE CUT OCCURS PERMIT BY THE BUILDING DEPARTMENT TO THE PLUMBING DRAWINGS. FLORIDA STATUTE ENGINEER/ARCHITECT TO ALLOW HIM/HER TO INCORPORATE ANY U) BUILDING DEPARTMENT MODIFICATIONS INTO THE PLANS PRIOR TO 1R THE UNDERSIDE OF ALL EXTERIOR SOFFITS AND SLABS EXPOSED TO "COMPLETION OF BUILDING OR IMPROVEMENT"MEANS FINAL � WEATHERSHALL RECEIVE A CONTINUOUS DRIP STRIP WITHOUT COMPLETION OF CONSTRUCTION,FINISHING,ANTI EQUIPPING OF � � � THE STARTOF CONSTRUCTION. 0 c) C, EXCEPTION. THE BUILDING OR IMPROVEMENT ACCORDING TO FHE PLANS AND CONTRACTOR MUST NOTIFY ENGINEER/ARCHITECT lMMEDIATELYOF 7. SPECIFICATIONS AND THE ISSUANCE OF A CERTIFICATE OF �_ ANY UNEXPECTED OR UNKNOWN CONDITIONS,DISCREPANCIES IN 20, ALL METAL FLASHING,SCUPPERS,ETC. TO RECEIVE PAINT AS OCCUPANCY FOR THE ENTIRE BUILDING OR IMPROVEMENT, OR THE 0- m C) tl THE DRAWINGS AND CONTRACT DOCUMENTS,ANY ERRORS OR 1 ECOMMENDEfl BY MANUFACTURER, UNLESS OTHERWISE NOTED - - - - 01 -___ LIE,.) C-0 cr EQUIVALENT AUTHORIZATION BY THE GOVERNMENTAL BODYLo CD 0 OMISSIONS ON THE DRAWINGS IN THE FIELD PRIOR TO PROCEEDING oN THE DRAWINGS OR PROJECT MANUAL. HAVING JURISDICTION. THE WARRANTIES PROVIDED HEREIN SHALT - COLUMN C,ftI D AIL TITLE a"_ 0 "t I>6/1TH WORK OR SHOP FABRICATION. INSURE TO THE BENEFIT OF EACH OWNER AND ITS SUCCESSOR 7 D14_ 21, i=LOCKING AND/OR VERTICAL OR HORIZONTAL FRAMING REQUIRED THE BENEFIT OF THE OWNER/DEVELOPER,AND TO THE BENEFIT OF I S-501 SCALE:NONE REF:WHERE CUT CIS CURS DETAIL:AIL I�4Ct./SHT NO. 0 r- a --' cy) � N lL [.L M c,4 8. OMISSIONS:IN THE EVENT THAT CERTAIN FEATURES OF THE i OR WAIL MOUNTED OR BRACED FIXTURES, MILLWORK,SHELVES, THE INSTITUTIONAL MORTGAGEE. tJ) >- uJ uJ CONSTRUCTION ARE NOT FULL YSHOWN ON THE DRAWINGS, THEN I iATHROOM FIXTURES,ACCESSORIES TILE AND STONE WORK DR BY L E" < T7 EMS DESCRIBED IN INTERIOR DESIGN AND ARCHITECTURAL W rHHER I C� � O THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR 32. A SEPARATE PERMIT AND PRODUCT CONTROL APPROVAL, WHEN � w 1- SIMILAR CONDITIONS TNATARE SHOWN OR NOTED. IiRAWIN'GS. APPLICABLE IS REQUIRED FOR THE FOLLOWING: F- co0 U w ® U i-- � O' 22. IN A0017-ION TO WALL TYPES SHOWN ON PLANS THE CONTRACTOR RIDGE VENTILATION,AWNINGS,DEMOLITION STEEL JOISTS, GLASS < uu C3 s''s Q 9, CONTRACTOR SHALL PREPAREAND MAINTAIN ALL CONSTRUCTION SHALL REFER TO THE ROOM FINISH SCHEDULE INTERIOR BLOCK ALUMINUM TRELLIS&GRID PANELS&LOUVERS, CANOPIES& F- UJ CL AREAS,AS WELL AS SURROUNDING AREAS FREE OF DEBRIS OR HAZARDOUS EQUIPMENT. FLEVATIONSAND DETAILS FOR ADDITIONAL INFORMATION RAIL,STAIR RAIL&BALCONY GUARDRAIL,STEEL FRAMES&METAL C� 0 LLJ C� REGARDING FINISHES,INCLUDING INTERIOR DESIGN DRAWINGS. DECKS,STRUCTURAL GLAZING, CURTAIN WALLS,SMNS,FENCES, WINDOWS,DOORS STOREFRONTS,PRECASTSYS71 MS,ROOFING, A DOOR REFS FENCE I I-EVATION °;HANGI- � 0 10. CONTRACTOR SHALL VERIFY THATALL INTERIOR FINISHES COMPLY 23 CONTRACTOR TO PROVIDE ACCESS PANELS FOR ALL A/C FIRE RAILINGS, MULLIONS, HANDRAIL, METAL STRUCTi li,AL COLUMN C�D W/FBC R302.9:FLAME SPREAD INDEX AND SMOKE-DEVELOPED METAL ROOF FEATURE; ELEVATORS,GLASS& TRAN`,LUCENT CL INDEX FOR WALL CEILING FINISHES. WALL AND CEILING FINISHES DAMPERS, MATERIAL "KALWALL". �" � SHALL HAVEA FLAME SPREAD INDEX OF NOT GREATER THAN 200. 24. (ONTRACTOR SHALL PAINT ALL VISIBLE:SURFACES OF FACTORY WALL AND CEILING FINISHES SHALL HAVEA SMOKE-DEVELOPMENT VRIMED OR FACTOR YPAINT FINISHED EQUIPMENT A/C GRILLS OR 33. ALL DOORS SWINGING INTO SERVICE CORRIDOR MUST HAVE180 INDEX OF NOT GREATER THAN 450. TESTING SHALL BE DONE IN i,•EGISTERS COVERS,ETC. UNLESS SPECIFICALLY NOTED OTHERWISE DEGREE HINGE. ACCORDANCE WITH ASTM E 84, OR UL 723. VERIFY AND COORDINATE COLORS WITH INTERIOR DESIGNER AND 1 NGPNEER/ARCHITECT 34. INTERIOR WALL AND PARTITIONS. INTERIOR WALLS AND PARTITIONS 11. CONTRACTOR SHALL VERIFY THATALL INSULATION COMPLIES W/FBC THAT EXCEED 6 FEET IN HEIGHT, INCLUDING THEIR FINISH R302.10:FLAME SPREAD INDEX AND SMOKE INDEX FOR INSULATION. MATERIALS,SHALL HA VEADEQUA TE STRENGTH TO RESIST THE LOADS INSULATION MATE_RIALS SHALL HAVEA FLAME SPREAD INDEX NOT TO WHICH THEY ARE SUBJECTED BUT NOT LESS THAN A HORIZONTAL 01 WINDOW REFERENCE CENTERLINE ISSUED R TO EXCEED 25 WITH AN ACCOMPANYING SMOKE-DEVELOPED INDEX LOAD OF 5 PSF. L NOT TO EXCEED 450. 35. CERTIFICATE OF PROTECTIVE TREATMENT FOR PRLVCNITION OF PERMIT 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAIMINGAND THE TERMITES.A WEATHER RESISTANTJOBSITE POST/N6 BOARD SHALL COST OF ALL THE REQUIRED BUILDING AND TRADE PERMITS. BE PROVIDED TO RECEIVE DUPLICATE TREATMENT CERTIFICATESAS EACH REQUIRED PROTECTIVE TREATMENTIS COMPLETED, PROVIDING A COPY FOR THE PERSON THE PERMIT IS ISSUED TO AND ANOTHER COPY FOR THE BUILDING PERMIT FILES. THE TREATMENT A CERTIFICATE SHALL PROVIDE THE PRODUCT USED, IDENTITY OF THE LIABILITY NOTE APPLICATOR, TIME AND DATE OF THE TREATMENT,SITE LOCATION, AREA TREATED,CHEMICAL USED,PERCENT CONCENTRATION AND 01 INTERIOR ELEVATION THISiSTHEPROPERTYOFGOCARCHITECTS- B ENGINEERS,LLC AND IS NOT TO BE NUMBER OF GALLONS USED, TO ESTABLISH A VERIFIABLE RECORD OF 1-201 DRG NO./SHT NO. REPRODUCED OR COPIED IN WHOLE OR IN PROTECTIVE TREATMENT IF THE SOIL CHEMICAL BARRIER METHOD PART.IT IS NOT TO BE USED ON ANY OTHER FOR TERMITE PREVENTION IS USED,FINAL EXTERIOR TREATMENT PROJECTAND IS TO BE RETURNED UPON SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL C REQUEST. SCALES AS STATED HEREIN ARE FOR 36. NOTICE OF TERMITE PROTECTION.A PERMANENT.SIGN WHICH REFERENCE ONLY NORMAL REPRODUCTION PROCESSEE S MAY ALTER THE IDENTIFIES THE TERMITE TREATMENTPROVIDER AND NEED FOR RE- ACCURACY OF ORIGINAL DRAWINGS. INSPECTION AND TREATMENT CONTRACT RENEWAL_SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WA TER HEATER OR ELECTRIC PANEL. rik EL: 0'-0" 37. ALL STEEL LINK BEAMS WITH PENETRATIONS TO IIAVEA 2 HR RATED - ELEVATION .� COVERAGEAS SHOWN ON THIS DRAWINGS OR Rl I FR TO SPECS, 38. FINISH FLOOR TO BE SLIP RESISTANT FBC 11-4.5 39. ALL OPENINGS WILL BE PROTECTED BY FLOOD BAIIBIERS&ALL FINISH CONSTRUCTION MATERIALS BELOW THE BASE FLOOD ELEVATION WILL BE FLOOD RESISTANCE MATERIAI BY MASTER `�, �; E OF PERMIT DOCUMENTS. j"`X, - ELEVATION OF FLOOR FIN.FLR. M M JOHN H. CRESWELL MATCH LINE PE #40940/COA#30250 C: (863) 467-1111 E:john@gdcflorida.S2pLj REVISION a REVISION CLOUD WRITTEN DIMENSIONS ON THESE DOCUMENTS SHALL TAKE PRECEDENCE OVER ROOM NAME ROOM, SPACE All SCALED DIMENSIONS. ROOM NUMBER BER (SEE FINISH SCHEDULE) DRAWN BY E .S. & K.W. CHECKED J.H.C. ATE 10/18/2021 SHEET S`y& MB0Lj A 0 UA-% NOTES, FILE . ur c AREA CALCULATION LIMITS OF LIABILITY DISCLAIMER IMPORTANT NOTES ARCHITECTS _ ENGINEERS BURIED UTILITIES ARE SHOWN ATTHEIR APPROXIMATE LOCATION BASED THIS DRAWING IS CONCEPTUAL ONLYAND FOR THE CONVENIENCE OF COA#30250,AA#26003565 REFERENCE.IT SHOULD NOT BE RELIED UPON AS REPRESENTATION 502 NW 2ND STREET,OKEECHOBEE, UPON INFORMATION OBTAINED FROM UTft.ITYCOMPANiESAND FIELD NEW COVERED AREA 816.67 EXPRESS OR IMPLIED,OF THE: FINAL SIZE,LOCATION OR DIMENSIONS OF ANY FLORIDA 34972 EVIDENCE.OTHER BURIED UTILITIES MIGHT EXIST ON THESUBIECTSITE LOT OR BUILDING AREA.THE OWNER EXPRESSLY RESERVES THE RIGHT TO P:(863)467-1111 WHICH ARE NOT SHOWN ON THIS DRAWING. USE EXTREME CAUTION MAKE ANY MODIFICATIONS,REVISIONS,AND CHANGES IT DEEMS DESIRABLE F:(772)872-5121 DURING EXCAVATION PROCEDURES AND CONTACTSUNSHINE STATEONEAT 816,87 SQ ft BY LAW OR GO ERNME:NTAL BODIES.BY USING THIS DRAWING OWNER WWW.GDCFLORIDA.COM 1-800-432-4770 FOR EXACT LOCATION OF BURIED FACILITIES PRIOR TO AGREES TO HCL J HARMLESS GDC ARCHITECTS-ENGINEERS FROM ANY EXCAVATION OPERATIONS. ERRORS OR Okllc.SIONS IN l-FIE CONTENT OF THIS DRAWING.OWNER FURTHER AGRE"S THAT IN NO EVENT WILL GDC BE LIABLE FOR ANY LOSS OR --- -- DAMAGE INCLLDING WITHOUT LIMITATION,INDIRECT OR CONSEQUENTIAL LOSS OR DAMAGE WHATSOEVER ARISING FROM LOSS OF MONIES, CONTRACTOR PROFIT,OR IN CONNECTION WITH THE USE OF THIS DRAWING. LEGEN EXISTING PROPERTY LINE * oz EXISTING CITY OR COUNTY SETBACK Q BUILDING LINE 0 mi Of 14 >— a: FENCE LINE c�a o CO o Se a LU NOTE: UNDERLYING BOUNDARY AND LIMITED TOPOGRAPHIC 0 00 o INFORMATION PROVIDED BY LANDTEC SURVEYING, m w ¢ o Ll 0 CD Lo L0, Amlk L�cs0 ® rnea.J NLLLLCoC'V cnJ _ " p ' a V� < UJI 0 O w w IZ LOT 6 LOT 5 N 890 32' 12"E 1183.37' ISSUED FOR PERMIT EXISTING DIRT DRIVEWAY LIABILITY NOTE LOT 8 THIS IS THE PROPERTY OF GOC ARCHITECTS- ENGINADDRESS: 2756 BROCKSMITH ROAD, FORTY PIERCE, FL. 34945 RODUEERORCOS,LLC AND ISNOT HOLEO REPRODUCED OR COPIED IN WHOLE OR IN PARCEL: 2320-501-0060-000-5 PART.IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED UPON AREA: 8.81 ACRES REQUEST. DESCRIPTION: SUBDIVISION OF MC NURLEN FARMS BLK 4 _ SCALES AS STATED HEREIN ARE FOR co LOT 8-LESS W 76.23 FT- (8.81 AC) °' �ON® REFERENCEOCESSENLY NORMAL �' REPRODUCTION PROCESSES MAYALTERTHE ACCURACY OF ORIGINAL DRAWINGS. 0 i EXISTING CONC. DRIVEWAY EXISTING WELL REVISION 75.00' o EXISTING 2609 FTZ WELL SET BACK m �^n 1-STORY CMU RESIDENCE r4 0 40.00' o EXISTING 800 FTZ CONCRETE SLABEXISTING SP1aTIC XISTING COVI=RED w 7Z r.J �ATIO N N POND TANK AND DRAIN FIELD < 319.76 — ---— - I o u (FIELD VERIFY LOCATION --------- -- v ,'. rn M EXISTING 40'X 60' PRIOR TO CONSTRUCTION) ✓ PROPOSED 819 FT M pt METAL BUILDING 35.10' `" 0 _ 1-STORY CMU m 0 0 � COVERED PATIOAND CD CDBATH ADDITION o LOT 7 z ENTRY � CO EXISTING COVERED 20.00' / / IS_ r �- PROPOSED 4"SANITARY 40.00' — - LINE TO TIE IN TO — --- --- FUTURE POOL DECK- EXISTING SEPTIC SYSTEM. POND o (FIELD VERIFY SIZE - "' AND LOCATION PRIOR FUTURE POOL W TO CONSTRUCTION) _ o ' 0 co ~ EXISTING SHED I LOT 9 N 89" 30' 02"W 1181.62 it LOT 10 WRITTEN DIMENSIONS ON THESE DOCUMENTS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. DRAWN BY � E. B.S. & K.W. 01 SCALE: 1" =50' CHECKEDBY J.H.G. DATE 10/18/2021 SHEET A-11 x. �.�n. WALL LEGEND Agm r,4c - - ------- -- - - - ARCHITECTS --- -- ENGINEERS EXISTING WALL LEGEND COA#30250,AA#26003565 RESIDENCE 502 NW 2ND STREET,OKEECHOBEE, (� FLORIDA34972 FIRE P:(863)467-1111 ID POSITION PLAN VIEW DESCRIPTION HEIGHT RESISTANCE NOTES F:(772)872-5121 RATING WWW.GDCFLORIDA.COM 001 Exterior 5/8"CEMENTITIOUS STUCCO OVER 8"CMU _ i WALL(EACH SIDE) 4'° DECK-0-DRAIN 7/8"CEMENTITIOUS STUCCO OVER,1/2" o BY BUILDER 002 Exterior E _ _ _ ] CDX PLYWOOD OVER,4"22 GA METAL 3'-2" �j STUD WALL(EACH SIDE) 7/8"CEMENTITIOUS STUCCO OVER, 1/2" 0 003 Exterior COX PLYWOOD OVER,4"22 GA METAL VARIES 60 STUD WALL(EACH SIDE) I I 21'-11 318" H 8'-0" I EXISTING - - -- - — COVERED AREA DOOR SCHEDULE AND LEGEND 102 �.. o HOTTUB DOOR SCHEDULE NOMINAL SIZE PRODUCT ACTL PSF NOTES ID MFR SIZE TYPE QTY - WIDTH HEIGHT APP. — — _ — _ — — — _ _ — — _ _ _ _ _ _ EXISTING AA 3068 SWINGING DOOR STEEL SWINGING DOOR 1 T-O" 6'-8" +50.5 PSF/-50.5 PSF +30.4 PSF/-40.2 PSF > _ 50 `- PANEL„A" �— I-- tt> Cv 002 I POOL/WELL (100 AMP) 1 —, CD I I EQUIPMENT PAD w DOOR LEGEND 0 0 caco CD I II I ID AA 0ma ® o N 0 1 o Ir I o Lo L? o CD 1- CD 13'-8 1/8" 8'-1 1/8" - r� 0 � rNi I L — I __ .. cal LL. LL cM cal cnnhy- mow ® 002 I w d C) ,J r tY V F— ® w VIEW < Lu `� I I— � ui POOL . it CL i NOTES: NEW 9 I OUTDOOR I o FIELD VERIFY ALL ROUGH OW KINGS! o LIVING I - 60 I ,�fl3 I TYPE STEEL SWINGING DOOR , ALL DOORS AND WINDOWS MFR SIZE 3068 SWINGING DOOR ! SIIGCAND U-VALUE TO 8E LESS THAN I o j OR EQUAL TO VALUE STATED IN in #$ 01 EPL REPORT. M ISSUED FOR PERMIT a I I OTES 003 LIABILITY NOTE ® I THIS IS THE PROPERTY OF GDCARCHITECTS- ENGiNEERS,LLC AND IS NOT TO BE _ 1.ALL FRAMING AND/OR FURRING SHALL BE#2 GRADE OR BETTER AND REPRODUCED OR COPIED IN WHOLE OR IN x '78 1 2 I SHALL BE PLACED AT 16"O.C.UNLESS OTHERWISE NOTED.ALL BEARING PART.IT IS NOT TO BE USED ON ANY OTHER SUNDECK 0 WALLS SHALL HAVE PT BOTTOM PLATES AND(2)TOP PLATES. PROJECT AND IS TO BE RETURNED UPON W I r REQUEST. 2.PIPING AND CONDUIT DISTRIBUTION AND ELECTRICAL BOXES SHALL BE SCALES AS STATED HEREIN ARE FOR ao I REFERENCE ONLYAS NORMAL CONCEALED WITH-IN STUD WORK.ALL CONDUIT AND BOXES TO BE REPRODUCTION PROCESSES MAYALTERTHE I INSTALLED PRIOR TO INSULATION,AND SHALL BE INSPECTED BY ACCURACY OF ORIGINAL DRAWINGS. MECHANICAL ENGINEER OF RECORD PRIOR TO WALL FINISHES.COVERS TO BATH M I BE COORDINATED WITH OWNER PRIOR TO INSTALLATION CRE 04 0 3.CONTRACTOR TO PROVIDE BLOCKING AND FIRE STOPS AS REQUIRED BY '� ` 5'-0" 12'-0" CODE.STRUCTURAL ENGINEER SHALL INSPECT ALL BEARING PARTITIONS hf i'°• ; AND CEILING/ROOF SYSTEMS PRIOR TO INSULATION. a B B 4.SEE TYPICAL WALL SECTIONS,AND NOTES FOR ADDITIONAL 5 c� A-301 �in� - A-301 INFORMATION RELEVANT TO FURRING,INSULATION AND AIRNAPOR SEALS. EO POOL DECK - Lu - 9 BY OTHERS 4" DECK-0-DRAIN I „; I o 5.SEE"S"PAGES FOR WALLAND CEILING TIE DOWN INFORMATION AND Q x CONNECTOR SCHEDULE. BY BUILDER *� � STA�E F L — — — ...., — flit . , 6.PLUMBER SHALL COORDINATE ROUGH PLUMBING W/CONTRACTOR " .PRIOR TO 1ST ROUGH,AND THEN AGAIN BEFORE SECOND ROUGH. V`x41 ' 001 PLUMBER SHALL BE RESPONSIBLE FOR INSTALLATION OF ALL BACKING } ` REQUIRED FOR PROPER INSTALLATION OF PLUMBING AND ADA FIXTURES. 4'-0" 18`-0" 5'-8" 3'-0" 6'-8" 22'-0" 23'.4" 45'-4" - - -- A AREA CALCULATION A-301 JOHN H. CRESWELL PE#40940/COA#30250 RENOVATION PLAN C: (863) 467-1111 (902 _ _ SCALE: 1/4" = 1'-0" _ -- - - ------ E:john@gdcflorida.com - --- - NEW COVERED AREA � 816.67 -- ---- F --- - ---- REVISION 816.67 sq ft i FINISH SCHEDULE WRITTEN DIMENSIONS ON THESE DOCUMENTS SHALL FINISH SCHEDULE NOTES: TAKE PRECEDENCE OVER SQ. FT. CEILING HEIGHT FLOOR CEILING WALL WALL BASE REMARKS 1)IN ALL CASES WHERE PAINTED GYP.BD.IS NOTED,THE WALL AND/OR CEILING SHALL HAVE SMOOTH TEXTURE. ALL SCALED DIMENSIONS. — - -- — 2)ALL WALLS SHALL BE PRIMED PRIOR TO RECEIVING FINISH PAINT. 101 EXISTING RESIDENCE 2,093.49 EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN 3)ALL INTERIOR PAINTSHALL BE SHERWIN WILLIAMS PROMAR 200INTERIOR LATEX ENAMEL OR EQUAL(2)COATS DRAWN BY 102 EXISTING COVERED AREA 58.61 EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN - 4)INTERIOR EGOR T SHALINT L BE AREA'S SHALL BE SEMI-GLOSS 5}TILE GROUT SHALL BE STAR QUARTZ#430 UNLESS OTHERWISE SPECIFIED B.S. & K.W. 102 EXISTING COVERED AREA 285.99 EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN — 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. CHECKED Y 103 NEW OUTDOOR LIVING 732.71 4:12 VAULT CERAMIC TILE TONGUE AND GROOVE STUCCO N/A 104 BATH 47.75 4:12 VAULT CERAMIC TILE TONGUE AND GROOVE STUCCO N/A J.I .C. 3,218.55 sq ft DATE 10/18/2021 SHEET KIm% ENOVATION PLANI A- 1022 PNI" _.. " . r0j, C ARCHITECTS ENGINEERS COA#30250,AA#26003565 502 NW 2ND STREET,OKEECHOBEE, FLORIDA 34972 P:(863)467-1111 F:(772)872-5121 1NWW.GDCFLORIDA.COM >m o Q Q Z 0 o o U LL7 e> U cfl 12� or- o Co UJ Q c° CL 0 o EXISTING � � O m a 0 REMAIN ® ti O —1 �t M N LL u- M " cn >- wui ® w ® w p t— co v t� w U 0 V w � w C� 0- 0 neo ISSUED FOR PERMIT LIABILITY NOTE THIS IS THE PROPERTY OF GDC ARCHITECTS- ENGINEERS,LLC AND IS NOTTO BE REPRODUCED OR COPIED IN WHOLE OR IN PART.IT 15 NOT TO BE USED ON ANY OTHER 12 12 PROJECT AND IS TO BE RETURNED UPON 6/ �6 REQUEST. SCALES AS STATEDHEREIN ARE FOR REFERENCE ONLY AS NORMAL REPRODUCTION PROCESSES MAYALTERTHE ACCURACY OF ORIGINAL DRAWINGS. .1 Cs o STATE ..f ` j ,• { a JOHN H. CRESWELL PE #40940/COA##30250 C: (863) 467-1111 E:john@gdcflorida.com B B REVISION A-301 -301 WRITTEN DIMENSIONS ON THESE DOCUMENTS SHALL TAKE PRECEDENCE OVER A ALL SCALED DIMENSIONS. A-301 DRAWN BY B.S. & K.W. ROOF OVERVIEW CHECKED Y (o - S6ALE: 114" = 1'-0" ®AT 10/18/2021 SHEET ROOF OVERVIE \ry A- 1 G r._o ARCHITECTS ENGINEERS COA#30250,AA#26003565 502 NW 2ND STREET,OKEECHOBEE, FLORIDA 34972 P:(863)467-1111 F:(772)872-5121 WWW.GDCFLORIDA.COM ' I o 0 I I I I - - I i i — w > m EXI TING TO REMAIN U? i cr 0 CD CD 1 0 0vco co I� o Lo Lo - - -- -- -- -- --- --- -- -- -- Q LL U_ M N — - ----- - ---- --- _.._- cli ® J d co cocn W] / pC3 � �-- � woo W OLLJ CL 0 >c`)Q / I ISSUED FOR PERMIT III i j LIABILITY NOTE ' THIS IS THE PROPERTY OF 60C ARCHITECTS- ENGINEERS,LLC AND IS NOT TO BE REPRODUCED OR COPED IN WHOLE OR IN 4 4 PART.IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS RETURNED UPON REQUEST.T SCALES AS STATED HEREIN ARE FOR VALTEC? VALTED REFERENCE ONLY AS NORMAL 3/4"TON US 3/4"TONGUE REPRODUCTION PROCESSES MAYALTERTHE AND G AND GROOVE I ACCURACY OF ORIGINAL DRAWINGS. 4y > yC1 � v"� —_ ael II) �. / W W \ If�TE(DR� , W F_ / co< � A-301 / I JOHN H. CRESONELL ' I PE #40940/COA#30250 C: (863) 467-1111 E:john@gdcflorida.com REVISION A WRIT A�01� REFLECTED CEILING PLAN THESE NCMENTSS SHALL ( 1 - _ - - THESE DOCUMENTS SHALL SCALE:1/4" = 1'-0" TAKE PRECEDENCE ALL SCALED DIMENSIONS. DRAWN BY S.S. & KW CHECKED BY J.H.C. DATE 10/18/2021 SHEET . 10 REFLECTED CEILING PO"' LAIN A �:. . - GENERAL NOTE: FINAL PAINT COLORS TO BE SELECTED IMPORTANT NOTES ro.)c Y OWNER. COLORS SHOWN ARE FOR REFERENCE ONLY. --- - - --- PEAK OF - - ARCHITECT EXISTING ROOF F 1. FEILD VERIFY ALL EXISTING MEASURMENTS E N I N E E R S c - R COA#30250,AA#26003565 502 NW CHOB 2. GRAYED OUT AREA REPRESENTS EXISTING zN4972 EE, FLORIDALOR3DA 34972 RESIDENCE i +14--3° _ F:(772 5121)536 1 2 ' Y i r PEAK OF ROOF W�rvW GDCFLORIDA COM +1 T-9 1/4" - MEAN ROOF HEIGHT 4 GA G SEAM ROOFING TO MAT STANDING RO CH EXISTING , 24 GA RIDGE CAP TO MATCH ROOFING(TYP) (( I v 1 i I „ 11 t , f r t 6 6 1 j. +81 0" € I { € 4 I " F HEADER HEIGHTTH TI I i S k f -^uaxav�.v^.xza:tiu:tx'.^c+�:. .�e=,,.^x,..m.,te>.aa�t...3war:�a�:z wavdaa'05kw,sw�a�sa �rur.4asrxw.,v.ric'a�niu�„c�.'^ .s:F.,u w'_^�xiu.�k3�dual�s�r,.,.,,.�..atrrxuo-. -- .. _. zw+t ._.....,. sn:uw.- axasz.urraw' .--a k..sw,ta.�u.:�caprsea.rws%zmti��eurgau.-gsbaueaaxe,twa��csut-i«m.:wzaw__.. +6,_8„ w ALUMINUM GUTTER T AL E O HEADER HEIGHT MATCH EXISTING(TYP) ' ,r } I e f d 3 t � d 4 k G t u s I� , '� '��'` �_� � `.,r � / "MIN. �.. ,u.. 7i8"CEMENTITIOUS TYPE STUCCO ; ,, � ,,. 5 8 CEMENTITIgUS TYPE '. FUTURE POOL BY OTHERS �� BEYOND(TYP OVER MTL.FRAME WALLS) s STUCCO TO MATCH EXISTING(TYP) ; z Q v EXISTING FINISH FLOOR EQUIPMENT �...: ., - SLAB FOR POOL FINISH FLOOR /� 2 CD TI - --- - 0 SCALE: 1/4" = T-0" - -- - m OfLLJ � o ® CD CD C L0 L? AMIL LO o m a 1, - O —1 et r) N Li- LL. M Cif +19'-6 1/2" to >- LLt w „ EXISTING PEAK OF ROOF � tLZ ' ~ LLIU � ® W c f) ce- 1 < uJ Lu ® G3 µ Q L1J g t I L� - 1 24 GA RIDGE CAP TO MATCI I ROOFING(TYP) +14` 3„ IL 0 ! € AK OF ROOF I I +13'-9 1/4" - - MEAN ROOF HEIGHT 12 I „ — 24 GA.STANDING SEAM ROOFING TO MATCH EXISTING -- -_ ISSUED FOR I � f r' BEAN', PERMiT y ' T(UH U� s _ - ALUMINUM GUTTER TO 2'-0- HEADER!HEIGHT II MATCH EXISTING(TYP) k k. LIB�RI�ITI( NOTE .. x-.. v j 3 HiS ENGINEERS,LLC AND IS NOTTO BE CTS TIS THE PROPERTY OF 7/8"CEMENTITIOUS TYPE STUCCO_ '_' - ' STUCCO TO MATCH I EXISTING TYP REPRODUCED OR COPIED IN WHOLE OR IN BEYOND(TYP OVER MTL.FRAME WALLS) +30.4 PSF j-40.2 PSF (TYP) PART.IT ISANTTO BE USED ON ANY OTHER PROJECT D IS TO BE RETURNED UPON 1 T. FUTURE POOL BY OTHERS +Q'- TATaEDESE 6 b (DOOR AA) " ALES AS HEREIN ARE FOR ISTING FINISH FLOOR �. M_ _ -_ EX R E _ '�� REPRODUCTION PROCESSES MAYALTER7H *41NISH 4„ ACCURACY OF ORIGINAL DRAWINGS. FLOOR CRE-v SOUTH ELEVATION 03 SCALE: 1/4" = 1'-0" -- --------- �— Sf)% E OF Z PEAK OF ).�ALV" + EXISTING ROOF t 24 GA RIDGE CAP TO MATCH ROOFING(TYP) +14-5 112 24 GA.STANDING SEAM ROOFING TO MATCH EXISTING I PEAK OF ROOF ._- +13'-9 1/4" MEAN ROOF HEIGHT PE #40940(COA#302S0 - C: (863) 467-1111 12 P t 6� -- - I E:john@gdcflorida.com I � I ' t REVISION r! it r ; � t I : i 4 I i F +8, 0" y > t TOP OF BEAM . .. -,:� _ •,.•�"sc'YwGSvV-1.a3.,....%.a&kvx..sz6k'firaa'ft&a..�.nM cmv�*�ia=Js�a-.aa';ea&ens:Gr+.'::z+14`�Y"a�tattluar,'oStf% or.c!imw'wvu.W:w3. -••rae.-. E, ._.'� -,,�-u..may-�'.v=k 1wW.L.I-�aa�u� ,HEADER HEIGHT 2,_0„ ALUMINUM GUTTER TO MATCH EXISTING(TYP) WRITTEN DIMENSIONS ON 5!8"MIN.CEMIENTiTIOUS TYPE THESE DOCUMENTS SHALL STUCCO TO MATCH EXISTING(TYP) ` - -- ,. TAKE PRECEDENCE OVER I ALL SCALED DIMENSIONS. , " k SLAB FOR POC L EQUIPMENT O r EXISTING FINISH FLOOR DRAWN [�Y R.S. & K.W. *41NISH FLOOR CHECKED INUR"'TH ELEVATION J SCALE: 1/4" _ _V-0 ATE 10/18/2021 SHEET ro')c ARCHITECTS ENGINEERS COA#30250,AA#26003565 502 NW 2ND STREET,OKEECHOBEE, FLORIDA 34972 P:(863)467-1111 F:(772)872-5121 1NWW.GDCFLORIDA.COM 24 GA RIDGE CAP TO MATCH ROOFING(TYP) PRE-ENGINEERED TRUSS AT 24"O.C.(TYP) 24 GA.STANDING SEAM(TO MATCH EXISTING PRE-ENGINEERED GIRDER TRUSS >m o OVER PEEL-AND-SEAL UNDERLAYMENT,OVER #30 POLYPROPYLENE UNDERLAYMENT,OVER- --- ` rq 5/8"CDX PLYWOOD SHEATHING(TYP) \ 12 2X4 SPRUCE SUB-FASCIA(TYP)- 6 POP I 2X6 PT PRE-PRIMED CEDAR FASCIA WITH ALUM.GUTTER I I TO MATCH EXISTING(TYP) -- - -- - -- - -- C] 12 TOP OF BEAM I 16"CMU BOND BEAM(TYP) 3/4 TONGUE AND GROOVE Z of +6'-8" HEADER HEIGHT - > CD 7/8"CEMENTITIOUS TYPECD STUCCO,OVER HIGH RIB LATH I - - - I S 501 02 S-501 U Ls.J o TYPICAL EAVE(SEE 01/S-501) 0 O c) ®% a 5/8"CEMENTITIOUS STUCCO r - - (EACH SIDE),OVER 8"CMU{TYP} 02 - E: o ±0'-0" I i S-101 C-0 0 v o EXISTING I `� O i7 FINISH FLOOR N ILL uCO 04 - -0'-4" I cn � w cn IF- c:j - I-- FINISH FLOOR �.wa-_. �o� �. - ., �. ..� uj o w I I 4"CONC.SLAB , ® in 0� V .. CONC.MONO FOOTING I W 0 ►�1 Q CL (TYP)(SEE STRUCTURALS)T- - - - - F-� 0 w t- c� M0v Lu CL Ixi ® 'a- a. a- ISSUED FOR PERMIT BUILDING SECTION A - A O "LE: 1/4" = V-0" LIABILITY NOTE THIS IS THE PROPERTY OF GOC ARCHITECTS- 24 GA.STANDING SEAM(TO MATCH EXISTING ENGINEERS,LLC AND IS NOT TO BE OVER PEEL-AND-SEAL UNDERLAYMENT,OVER REPRODUCED OR COPIED IN WHOLE OR IN #30 POLYPROPYLENE UNDERLAYMENT,OVER `� PART.IT IS NOT TO BE USED ON ANY OTHER 5/8"CDX PLYWOOD SHEATHING(TYP) PROJECT AND IS TO BE RETURNED UPON REQUEST. 24 GA RIDGE CAP TO MATCH ROOFING(TYP)-� SCALES AS STATED HEREIN ARE FOR 12 I B I I 12 REFERENCE ONLYAS NORMAL REPRODUCTION PROCESSES MAY ALTER THE 03 6' 6 PRE-ENGINEE[0: TRUSS AT 24"O.C.(TYP) ACCURACY OF ORIGINAL DRAWINGS. S-501 +8'-Q" �� 4"22 GA,METAL TOP TRACKGUE AND GROOVE 4� 2X4 SPRUCE SUB-FASCIA{TYP) 3/4 I ki CREI . TOP OF BEAM — — — • G FtiJ .. C 2X6 PT PRE-PRIMED CEDAR ALUMINUM GUTTER TO ( I 2'-0" FASCIA WITH ALUM.GUTTER �) TO MATCH EXISTING(TYP) MATCH EXISTING (TYP)- 7/8"CEMENTITIOUS STUCCO OVER, TYPICAL EAVE(SEE 01/S-501)- I +-0„ I 1/2"CDX PLYWOOD OVER,4"22 GA 5/8"CEMENTLI IOUS STUCCO m 7/8"CEMENTITIOUS TYPE I METAL_STUD WALL(EACH SIDE) ()VER 8"CMU TYP � (EACH SIDE), (TYP) STUCCO,OVER HIGH RIB LATH I iX6 PT CABINI T BACKING TT csCy Oi2kV 16"CMU BOND BEAM(TYP) -- I 4"22 GA.METAL.BOTTOM TRACK TO } :.... ---SLAB W/ 1"HILT!POWDER ACTUATED FASTENER @ 16"O.C.(TYP) o EXISTING I I FINISH FLOOR CAULK JOINT(TYP EACH SIDE) 0 N1 0'-4" I LAW FINISH FLOOR 4"CONC,SLAB I i CONC.MONO FOOTING L - - - (TYP)(SEE STRUCTURALS) 10HN H. CRESWELL PE#40940J COA#30250 C: (863) 467-1111 E:john@gdcflorida.com REVISION �\ I L I I SCALE:1i4" = V-c" ___ - ---_ -- _---- --- -------- _ ------_-_ _ ___ -__ --- WRITTEN DIMENSIONS ON THESE DOCUMENTS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. DRAWN BY B.& & K.W. CHECKED BY J.H.C. DATE 10/18/2021 SHEET A K" C" HITECTURAL SECTIONS A-301 �, ,"Y� y PREFABRICATED WOOD Gr4,. 0 FOUNDATIONS SPEC. ENGINEERED SYSTEMS TRUSSES AND GIRDERS MASONRY REINFORCED CONCRETE STRUCTURAL. STEEL ARCHITECTS ENGINEERS 1. FOUNDATIONSARE DESIGNED FOR AN ASSUMED SOIL BEARING PRESSURE 1. THE DESIGN WIND PRESSURES FOR EXTERIOR WINDOWS AND DOORS ARE 1. PREFABRICATED WOOD TRUSSES AND GIRDERS SHALL BE DESIGNED IN 1. MATERIALS,TESTING OF MATERIALS AND STORAGE OF MATERIALS SHALL 1. ALL CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318,LATEST 1. STRUCTURAL STEEL SHALL BE FABRICATEDAND ERECTED ACCORDING TO COA#30250,AA#26003565 OF 2500 PSF. SUPPLIED ON THE ELEVATION DRAWINGS, THE CONTRACTOR SHALL SUBMIT ACCORDANCE WITH ASCE 7-10. CONFORM TO AU STANDARD SPECIFICATIONS FOR MASONRY STRUCTURES EDITION,SPECIFICATIONS FOR STRUCTURAL CONCRETE, THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUi'LDINGS AND 502 NW 2ND STREET,OKEECHOBEE, PRODUCT SUPPLIED ON THE ELEVATION DRA WINGS. THE CONTRACTOR AND BUILDING CODE REQUIREMENTS(ACI 530/530.1-13). BRIDGES,LATESTEDITIONS. FLORIDA 34972 2. A GEOTECHNICAL ENGINEER RETAINED BY THE OWNER SHALL INSPECTALL :SHALL SUBMIT PRODUCT CONTROL APPROVALS TO THE ENGINEER 2. PREFABRICATED WOOD TRUSSES AND GIRDERS SHALL BE DESIGNED, 2. UNLESS NOTED OTHERWISE,DETAILS OF CONCRETE REINFORCEMENTAND P:(863)467-1111 FOUNDATION WORK TO CONFIRM THAT REQUIRED SOIL BEARING SHOWING THAT THE DOORS, WINDOWS AND OTHER CLADDING SYSTEMS FABRICATED AND ERECTED IN ACCORDANCE WITH THE TPI AND THE FBC 2. ALL CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C-90.MORTAR ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATESTEDITION OFA Cl 2. SHOP DRAWINGS PREPARED IN ACCORDANCE WITH THE LATEST F:(772)872-5121 CAPACITIES ARE MET, THE GEOTECHNICAL ENGINEER SHALL FURNISH A MEET THE DESIGN PRESSURES AND DEBRIS IMPACT CRITERIA FOR THE FOR THE LOADS INDICATED ABOVE(LATEST EDITIONS). SHALL BE ASTM C270 TYPE M OR S COARSE MASONRY.GROUT SHALL 315,MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED "STRUCTURAL STEEL DETAILING MANUAL OF THE AISC"SHALL BE SIGNED WWW.GDCFLORIDA.COM SIGNED AND SEALED SUMMARY REPORT STATING THAT THE FOUNDATION CONSTRUCTION PROJECT PER FBC REQUIREMENTS. CONFORM TO ASTM C476 WITH A MINIMUM COMPRESSIVE STRENGTH CONCRETE STRUCTURES,AND CRSI MSP-1,MANUAL OF STANDARD AND SEALED BYAN ENGINEER REGISTERED IN FLORIDA,AND SUBMITTED PREPARATION PROVIDES THE REQUIRED BEARING CAPACITIES FOR 3. PREFABRICATED TRUSSES AND GIRDERS SHALL BE DESIGNED BYA FLORIDA OF1,800 PSI AND A SLUMP OF._IO .MINIMUM 28 DAYCOMPRESSIVE PRACTICE,LATEST EDITIONS. TO THEARCHITECT/ENGINEER FOR REVIEW NO FABRICATIONSHALL BEGIN FOUNDATIONS. REGISTERED SPECIALTY ENGINEER.COMPLETE CALCULATIONSAND SHOP STRENGTH OF THE MASONRY UNIT SHALL BE 1,500 PSI. UNTIL SHOP DRAWINGS ARE COMPLETED AND REVIEWED. DRAWINGS SHALL BE SIGNED AND SEALED BY THE SPECIALTY ENGINEER 3. SHOP DRAWINGS SHOWING ALL FABRICATION DIMENSIONS AND 3. THE PROJECT SITE SHALL BE IMPROVED WITH VIBRATORYROLLING AND SUBMITTED TO THE ENGINEER-OF-RECORD FOR REVIEW.REVIEW BY 3. ALL MASONRY CONSTRUCTION SHALL BE RUNNING BOND.MORTARJOINTS LOCAT70NSFOR PLACING OF THE REINFORCING STEEL AND ACCESSORIES 3. UNLESS NOTED OTHERWISE,STRUCTURAL STEEL SECTIONS SHALL COMPACTION FROM THE STRIPPED GRADE PRIOR TO CONSTRUCTION OF THE ENGINEER-OF-RECORD WILL BE FOR COMPLIANCE WITH DESIGN SHALL NOT EXCEED 5/8"THICKNESS IN CONCEALED AREAS AND WITHIN SHALL BE SUBMITTED FOR REVIEW TO THE ARCHITECT/ENGINEER.NO CONFORM TO THE FOLLOWING. THE FOUNDATION PAD. THE TOP 2 FEET BELOW STRIPPED GRADE SHALL BE CONCEPT ONLY.SPECIALTY ENGINEER SHALL COMPLY WITH CHAPTER 471 SPECIFIED TOLERANCES IN AREAS EXPOSED TO FOUNDATIONS WHERE FABRICATIONSHALL BEGIN UNTIL SHOP DRAWINGS ARE COMPLETED AND COMPACTED TO A MINIMUM OF 95%DENSITY PRIOR TO PLACING FILL TO F.S. VERTICAL AND HORIZONTAL ALIGNMENT WOULD CAUSE MORTARJOINTS REVIEWED, A. W-SHAPES SHALL CONFORM TO ASTM A992,GRADE 50.(ASTM A ACHIEVE FINAL GRADE. TO BE LESS THAN 1/4"OR MORE THAN 1/2"THICK SHALL BE CORRECTED 572,GRADE 50 MAYBE SUBSTITUTED FOR ASTM A992.) 4. TRUSS MANUFACTURER IS RESPONSIBLE FOR THE DESIGN AND PRIOR TO COMMENCING MASONRY CONSTRUCTION. 4. SUBMIT CONCRETE MATERIALS,MIX DESIGN AND METHODS OF CURING 4. AREAS UNDER SLABS AND FOOTINGS TO BE BACK FILLED SHALL BE FABRICATION OF TRUSSES,GIRDERS,AND THEIR CONNECTIONS TO EACH FOR REVIEW BY THE ENGINEER. B.SQUARE/RECTANGULAR HOLLOW STRUCTURAL SECTIONS(HSS) COMPACTED IN LIFTS OF NOT MORE THAN TWELVE INCHES UNCOMPACTED OTHER.DESIGN OF BRACING FOR INDIVIDUAL TRUSS OR GIRDER MEMBERS 4. PIPES OR CONDUITS MAYPENETRATE HORIZONTALLY THROUGH MASONRY SHALL CONFORM TO ASTM A500,GRADE B DEPTH(SIX INCHES UNCOMPACTED DEPTH IF HAND OPERATED EQUIPMENT TO RESIST LATERAL BUCKLING UNDER GRAVITY OR WIND LOADS IS THE WALLS BYMEANS OF A GALVANIZEDSTEEL SLEEVE NO THINNER THAN 5. TESTING LABORATORY EMPLOYED BY THE OWNER SHALL SUBMIT ONE COPY IS USED)TO 9S%OF THE MAXIMUM DRY DENSITY AS DEFINED BYASTM RESPONSIBILITY OF THE TRUSS MANUFACTURER. STANDARD WEIGHT(SCHEDULE40),ASTM A53,SOUDLYGROUTED OR OF ALL CONCRETE TEST REPORTS DIRECTLY TO THE ENGINEER.SEE SPECIAL C.ROUND HOLLOW STRUCTURAL SEC77ONS(HSS)SHALL CONFORM TO 0698 OR ASTM D1557. MORTARED IN PLACE.PLACE SLEEVES NOT CLOSER 7HAN THREE DIAMETERS INSPECTION SCHEDULE FOR REQUIRED TESTS. ASTM A501 OR ASTM A53,GRADE B. 5. TRUSS AND GIRDER LAYOUTAS INDICATED ON THE ROOF FRAMING ON CENTER.MAXIMUM SIZE OF SL EEVE SHA L L BE12". AND/OR FLOOR FRAMING PLAN(S)SHALL NOT BE ALTERED WITHOUT PRIOR 6. UNLESS NOTED OTHERWISE.,28 DAYCOMPRESSIVE STRENGTH OF CAST-IN- D.OTHER STEEL SHAPES(CHANNELS.ANGLES,ANL)PLATES)MAY - WRITTEN AUTHORIZATION FROM TI JE ENGINEER OF RECORD. S. MAXIMUM SIZE OF EMBEDDED VERTICAL PIPE OR CONDUIT IN A BEARING PLACE CONCRETE FOR EACH PORTION OF THE STRUCTURE SHALL BE AS CONFORM TO ASTM A36. >m 0 WALL SHALL NOT EXCEED 1/3 OF WALL THICKNESS.PIPES SHALL NOT BE FOLLOWS: 6, SUBMIT SIGNED&SEALED SHOP DRAWINGS FOR REVIEW AND APPROVAL PLACED CLOSER THAN THREE DIAMETERS ON CENTER. 4. BEAMS WITHOUT SPECIFIED CAMBER ARE TO BE FABRICATEDSUCH THAT BY THE A/E. FOOTINGS,SLAB ON GRADE = 3,500 PSI AFTER ERECTION ANY CAMBER DUE TO ROLLING OR SHOP FABRIC4770NIS - 6. HORfZONTALJOINT REINFORCEMENT IN ALL CMU WALLS SHALL BE 9 GA. BEAMS COLUMNS AND SLABS ABOVE GRADE = 4,000 PSI UPWARD AT MID SPAN. cj ST. LUCIE COUNTY BUILDING DEPARTMENT CODE COMPLIANCE DIVI lO 7. WOOD FRAMING SHALL BE SOUTHI RN PINE No.2 UNLESS SPECIFIED DEFORMED GALVANIZED TRUSS TYPE JOINT REINFORCEMENTSHALLBE PRE-STRESSED ELEMENTS AND PILES = 5,000PSI OTHERWISE BY TRUSS MANUFACTURER. FULLYEMBEDDED IN MORTAR WITH A MINIMUM COVER OF 5/8". 5. BOLTS,WELDS,ANCHORS,AND HEADED STUDS: DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE HORIZONTAL MASONRY REINFORCEMENTSHALL BE PLACED IN EVERY 7. UNLESS NOTED OTHERWISE,MINIMUM CONCRETE COVER FOR OTHER COURSE UNLESS OTHERWISE NOTED. REINFORCEMENT SHALL BE AS FOLLOWS. A.WELDS SHALL CONFORM TO"STRUCTURAL WELDING CODE"OF THE AMERICAN WELDING SOCIETY,AWS DLL.USE E70XX ELECTRODES. Z SEE PLANS FOR VERTICAL REINFORCEMENT IN WALLS PROVIDE MINIMUM CONCRETE CAST AGAINST EARTH 3" PROOF OF WELDER CERTIFICATION SHALL BE AVAILABLEATTHE pc THIS CERTIFICATION MUST BE COMPLETED BY THE PROJECT DESIGNER,ARCHITECT,OR ENGINEER.THIS CERTIFICATION MUST BE SUBMITTED IN DUPLICATE WITH ALL APPLICATIONS LAP OF 48 BAR DIAMETERS.FILL ALL REINFORCED CELLS WITH GROUT FOR FORMED CONCRETE EXPOSED TO JOB SITE.MINIMUM WELD SIZE IS ACCORDING TO AISC,LATEST ++rram� _ FOR BUILDING PERMITS INVOLVING THE CONSTRUCTION OF NEW RESIDENCE(SINGLE OR MULTFFAMILYJ,RESIDENTIAL ADDITION,ANY ACCESSORYSTRUCTURE REQUIRING A FULL HEIGHT.ALL CELLS LOCATED BELOW GRADE SHALL BE FILLED WITH EARTH OR WEATHER: EDITION. r/ BUILDING PERMIT AND ANY NON-RESIDENTIAL STRUCTURE.THIS CERTIFICATION SHALLNOTAPPLYTOINTERIORRENOVATIONS(PROVIDETHATNOEXTERIORSTRUCTURALWALLS, GROUTREINFORCE CELLS ADJACENT TO DOOR,WINDOWAND OPENINGS #6 T14ROUGH#18 BARS 2" COLUMNS OR OTHER COMPONENTS ARE BEING AFFECTED AND CERTAIN0771ER MINOR BUILDING PERMITS FOR FURTHER ASSISTANCE PLEASE CONTACTTHE BUILDING INSPECTION IN ACCORDANCE WITH CMU OPENING REINFORCING DETAIL GROUT SHALL #5 BARS AND SMALLER 1112 B.UNLESS NOTED OTHERWISE BOLTS SHAIL CCNFORM TO ASTM A325, OFFICE. HAVEA MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. INTERIOR SLABS AND WALLS W/ AND SHALL BE MINIMUM 3/4"L)rAMETER. �2_, #11 BAR AND SMALLER 3/4'° CD L.0 o 8. ALIGN VERTICAL CORES EVENLY FOR THE FULL HEIGHT WHERE CELLS ARE INTERIOR BEAMS,AND COLUMNS: 1112 C. UNLESS NOTED OTHERWISE STUD.'SHAL'-BE 314""DIA.5-3/16" X Q TO BE GROUTED.GROUT IN VERTICAL CORES SHALL NOT BE PLACED IN LONG HEADED STUDS,BY NELSC V,OR APPROVED EQUAL. LIJ < 9 PROJECT NAME: JOHN MALANCZYN LIFTS GREATER THAN 5 FEET.PROVIDE CLEAN OUTS WHEN GROUTING & CONCRETE SLUMP SHALL BE 3"MIN.TO 5"MAX cD PROJECT ADDRESS: 2756 S.BROCKSMITH ROAD,FORT PIERCE,FLORIDA,34945 - -- - BLOCK CELLS. D.UNLESS NOTED OTHERWISE ALL EXPANSION ANCHORS ARE TO BE U) F Lo 9. REINFORCING STEEL SHALL CONFORM TO ASTM A615,GRADE 60. 3/4"DIA.HILTI KWIK-BOLTS WITH 4 314"MIN.EMBEDMENT OR CO 0 � CD PERMIT##., 000 PLYWOOD RO.+�F SH EATI'I I N G 9. MASONRY WALLS MUST BE BRACED DURING ERECTION FOR WIND AND AN APPROVED EQUAL LO 0 -1 m � OCCUPANCY TYPE: SINGLE FAMILY CONSTRUCTION LOADS.BRACES MUST BE DESIGNED,CONSTRUCTED AND 10. ALL SPLICES SHALL CONFORM TO AC1318,CLASS"B"SPLICES UNLESS ocel U- u_ cy N CONSTRUCTION: CMU ERECTED IN A FASHION AS TO PREVENT PERMANENT SCARRING OF NOTED OTHERWISE.PROVIDE CORNER BARS OF 30730"FOR TOP AND E.ANCHOR BOLTSSNALL CONFORM TO ASTM A307 AND SHALL BE u} j, LLJ w d - - -- - - - ---- EXPOSED MASONRY SURFACES. BOTTOM BARS ATALL CORNERS OF TIE BEAMS AND FOUNDATIONS. GALV.IF EXPOSED IN THE FINISHED STRUCTURE. cf) I- F- in ----- LLJ aC ® _j 1. PLYWOOD ROOF SHEATHING SHALL rE MIN 5/8"CDX GRADE,SHEATHING, 10. ALL MASONRY WALLS SHOWN ON STRUCTURAL DRAWINGS SHALL BE IN 11. CONSTRUCTION JOINTS SHALL FALL ATCONTROL JOINTS AND SHALL BE 6. THE FABRICATORSHALL RE RESPONSIBLE FOR THE DESIGN AND DETAILING t~i) U V WITH 48/24 APA SPAN RATING. PLACE PRIOR TO FORMING OR PLACING CONCRETE IN COLUMNS AND KEYED. OF ALL CONNECTIONS NOT SPECIFICALLY DETAILED ON THE CONTRACT ® C.) a ce CERTIFICATION STATEMENT. BEAMS OVER THE WALLS,EXCEPTAS OTHERWISE SPECIFIED,HORIZONTAL DRAWINGS,THIS DESIGN SERVICE SHALL BE INCLUDED IN THE g) < E T PAN AND PE F TI NSHAVEBEEN DESIGNED TO COMPLYWITH THEAPPLICABLE STRUCTURAL PORTION 2. CONTINUOUS WOOD BLOCKING SHALL LONG RIDGEAND AT JOINT REINFORCING SHALL EXTEND A I�1�'NlM IM t)F 6"INTO ALL BUTTING 12. WELDING OR TACK WELDING OF REINFORCING STEEL SHALL NOT BE CONTRACTORS SCOPE O � � Lu CL CERTIFY THAT,7O THE BEST OF MY KNOW EDGE AND BELIEF THESE PLANS S C/ /CA 0 LL B£PROVIDED A FSERVICES.SHOP DRAWINGS AND CALCULATIONS 0 OF THE BUILDING CODES CURRENTLYADOPTED AND ENFORCED BY OKEECHOBEE COUNTY.I ALSO CERTIFY THATSTRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ALL EDGE SUPPORTS @ ALL GABLE% BLOCKING SHALL CONSIST OF 2X4 AT COLUMNS, PERMITTED EXCEPTAS AUTHORIZED OR DIRECTED BY THE STRUCTURAL OF SUCH CONNECTIONS SHALL BE SEALED BYAN ENGINEER LICENSED IN S) uj ADEQUATE RESISTANCE 7-0 THE WIND LOAD AND FORCES SPECIFIED BYCURREIVT CODE PROVISIONS. PANEL JOINTS WITH(2)16D TOENAILS AT EACH END. ENGINEER OR HIS REP. FLORIDA.REVIEW BY THE E.O.R.DOES NOT RELIeVE THE CONTRACTOR OF m W L, THE FULL RESPONSIBILI7y FOR THE DESIGN AND ADEQUACYOF SUCH. 0- O 3. LAY PANELS,CONTINUOUS OVER TWO OR MORE SPANS AND WITH FACE 13. WELDED WIRE FABRICSHALL CONFORM TO ASTM A1064 AND SHALL BE DESIGN PARAMETERS AND ASSUMPTIONS USED GRAIN PERPENDICULAR TO PRIMARY FRAMING MEMBERS.END JOINTS SUPPLIED IN SHEETS.LAP SHEETS ATLEAST 8"TO CONTAIN AT LEAST ONE A UNGALVANIZED PIECES EXCEPTATAREAS TO BE FIELD WELDED. TOUCH UP SHALL OCCUR ATCENTER OF PRIMARY FRAMING MEMBER WITH BOTH -_-_ __ __-_ _____ ____ CROSS WIRE WITHIN 8"OF CENTRAL JOINT. FIELD WELDS AND ANY DAMAGED AREAS OF PAINT IN FIELD AFTER 1.FLORIDA BUILDING CODES:2020 FLORIDA BUILDING CODE 202gFBC-EXISTLNG ICE PANELS FASTENED TO END.JOINTS SHALL BE STAGGERED. WELDING(USE GALVANIZED PAINT FOR TOUCH UP OF GAL VANIZED STEEL). 2.BUILDING DESIGN IS ENCLOSED: PARTIALLYENCLOSED:- OPEN:_ X PARTIALLY OPEN: 14. PROVIDE 2#4(X3'-0 LONG)BARS ATALL RE-ENTRANT CORNERS OF ALL GALVANIZED PAINTSHALL BE IN ACCORDANCE WITH THE FDOT QUALIFIED _ 3.MEAN ROOF HEIGHT: <15'A.F.F -----.-ROOF PITCH: 6:12 INTERNAL PRESSURE COEFFICIENT: +1-0.18 4. FASTEN PLYWOOD ROOF SHEATHING PANELS TO ALL SUPPORTING SLABS ON GRADE AND UPPER FLOOR SLABS. PRODUCTS LIST. 4. WIDTH OF END ZONES: 3' WIND SPEED:__ 157 _(3 SEC.GUSTS) MEMBERS USING 8D GALV.RING SHANK NAILS.NAIL SPACINGSHALL BE AS -- - -- - -- ---- 5.BUILDING CLASSIFICATION TABLE 1-1 ASCE 7: II-B FBC TABLE: 1604.5 FOLLOWS: 15. PROVIDE CORNER BARS MATCHING THE MAIN REINFORCEMENT AT ALL 6. WIND EXPOSURE CLASSIFICATION: C ADJUSTMENT FACTOR FOR EXPOSURE&HEIGHT. 1.00 IMPORTANT NOTI=S FOOTING AND TIE BEAM INTERSECTIONS. THE LENGTH OF CORNER BARS IN 7. COMPONENTS&CLADDING WIND PRESSURE ON ROOF ZONE: 1._ -22.1 PSF_ 2. _ 46.7 PSF 3 -46 7 PSF ALL ROOF AREAS:4"O.C.AT PANEL PERIMETER AND 6' D.C.AT _ EACH DIRECTION SHALL BE A MINIMUM OF 30 BAR DIAMETERS. S. COMPONENTS&CLADDING WIND PRESSURE ON WALL ZONE: 4. NIA 5. N/A =t ELEb , .,-', >_ INTERMEDIATE SUPPORTS. 10DUED FOR 9. COMPONENTS&CLADDING WIND PRESSURE ON OVERHEAD GARAGE DOOR:NIA PSF -- - - - --- - - - - 16.1F REQUIRED,HOUSEKEEPING PADS SHALL BE 4"THICK CONCRETE CAST OVER 10.LOADS:FLOOR: 40 PSF ROOF/DEAD: 10 PSF ROOF/LIVE: 30 PSF _- BALCONY/LIVE: 60 PSF THE FLOOR SLAB.REINFORCE WITH 6X6 W2.1XW2.1 PLACED ATCENTER OF 11.SHEAR WALLS CONSIDERED FOR STRUCTURE? YES_j1F NO.ATTACHEXPLAMATION) ENGINEER OF RECORD TO REVIEW i RGS1 ENGINEERING PRIOR TO SLAB. COORDINATE SIZE AND LOCATION WITH ARCHITECTURAL AND 12. CONTINUOUS PATH PROVIDED? YES -(IF NO,A 13,4.ARE COM POONEN IL BEARING CLADDING DETAILSE. P OVIDED? PRESUMPTIVE: �IF�O,ATTA�EEX LA XPLANAT BY TEST. N/A PSF INSTALLATION.OF RECORD SHALL SPECIFY ALL TRUSS TO CMU CONNECTIONS AFTER MECHANICAL DRAWINGS STRUCTURAL it l Oj1� 15,HURRICANE SHUTTERS AS INDICATED ON PRODUCT APPROVAL: I `' OPT REVIEW OFSHOP DRAWINGS. TRUSS MANUFACTURER SPECIFYAND PROVIDE ALI TRUSS TO TRUSS CONNECTIONS.AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORIIIATION INCLUDED WITH THIS CERTIFICATION IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. 1.REFER TOA-PAGESFOR WILL DETAILS,ANL;S-PAGES FOR STRUCTURAL NOTES LIABILITY NOTE AND USE(S) THIS IS THE PROPERTY OF GDC ARCHITECTS- NAME: JOHN CRESWELL PE CERT.#: PE#k 40940,COA#30250 ENGINEERS,LLC AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN DESIGN FIRM: GDC ARCtI1TECTS-ENGINEERS DATE: 10/18/2021 2. TRUSS MANUFACTURER TO PROVIDE TRUSS ENGINEERING AND LAYOUT FOR PART.IT IS NOT TO BE USED ON ANY OTHER APPROVAL PRIOR TO INSTALLATION. PROJECT AND IS TO BE RETURNED UPON REQUEST. ----- SCALES AS STATED HEREIN ARE FOR REFERENCE ONLYAS NORMAL REPRODUCTION PROCESSES MAY ALTER THE ACCURACY OF ORIGINAL DRAWINGS. ST. LUCIE COUNTY PLANNING AND ZONING PRODUCT APPROVAL SUBMITTALAFFIDAVIT kA.0 ,� DESCRIPTION PRODUCT ACCEPTANCE# EXPIRATION DATE MANUFACTURER ATTACHMENT METHOD DESIGN PRESSURE(S) OTHER NOTES/REMARKS ;{ N 4( 0 TYPE SIZE SPACING EMBEDMENT +PSF -PSF 114"TAPCON(BUCK) 1/4"X 31/2"(BUCK) qJ MAIN ENTRYSTEEL DOOR FL:16472.3 N/A MASONITE 10.07"(MAX)O.0 ON FIELD AND 6"(MAX)FROM CORNERS MIN 13/4"INTO CONC. (+65.0 PSF) (-6S.0 PSF) o #8 WOOD SCREW JAMB #8 X 1112" JAMB SIA E OF 24 GA.16"STANDING SEAM ROOFING(Hvr¢) FL:32912.1 N/A UNION CORRUGATING PANCAKE HEAD SCREWS #10-13 X 11/2" MAX 24"D.C. 1"MIN THROUGH SHEATHING N/A (-52.8 PSF) , PEEL&SEAL UNDERLAYMENT NOA:20-0527.04 813112025 MFM BUILDING PRODUCTS CORP. N/A N/A N/A N/A N/A N/A CONFORMS TO ASTM D 1970 #30 POLYPROPYLENE UNDERLAYMENT NOA:17-1016.06 612112023 INNOVATIVE CONST MATERIALS 15/8"TIN CAPS&12 GA NAILS 12 GA X 11/4"RING SHANK 6"O.C.AT LAPS AND 12"O.C.INFIELD N/A N/A N/A CONFORMS TO ASTM D 226 TYPE I AN 11 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 ALE SCALED DIMENSIONS. DRAWN BY - - - - -- --- B.S. & K.W. CHECKED BY ATE - 10/18/2021 - SHEET NOTE: NOTALL NOTES MAYAPPLYTOTIIESE PLANS STOROO' UCTURAL 'Nam0ow" TES S-001 k, f. % f. ; G roi c ARCHITECTS - ENGINEERS COA#30250,AA#26003565 502 NW 2ND STREET,OKEECHOBEE, FLORIDA 34972 P:(863)467-1111 F:(772)872-S121 WWW.GDCFLORIDA.COM EXISTING FOUNDATION TO REMAIN I I i ,J 1 z eyaa . • sal CD Y c:) ` L LJ coC3 c I I o I I Arm UJ < r u7 ups I ter- c7 cat LL LL Mui cV Q 1 V ® w Lu � © I . � � � ?, p ® a I° ire 0- ca. M 1 I` 'I I° 1'-6" TYPICAL FOO I ING (SEE 011S-101) TYPICAL FOOTING(SEE 01/S-101)-yL IS5UE0 FOR 1 I TO BEAM B VERTICAL CK UNLESSS SPECIIFIED PERMIT U OTHERWISE ON CMU/BEAM PLAN IN 3500 PSI CONC. PUMP MIX CL U) (1)#5 VIERTICAL FOOTING REBAR @ 6-0"O.C. UNLESS SPECIFIED OTHERWISE ON CMU/BEAM PLAN I' z LIABILITY NOTE THIS 15 THE PROPERTY OF GDC ARCHITECTS i I ° 1 I�"W X 18"F3 3500 PSI MONO ENGINEERS,LLC AND IS NOT TO BE M FOOTING W1(2)#5 REBAR CONT REPRODUCED OR COPIED IN WHOLE OR IN PART.IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED UPON N S REQUEST. Y " SCALES AS STATED HEREIN ARE FOR REFERENCE ONLY AS NORMAL REPRODUCTION PROCESSES MAY ALTER THE 1 M ACCURACY OF ORIGINAL DRAWINGS. A 30 � �^, I I' A-301 MAINTAIN o FOOTER A 4"3500 CONC. SLAB ;� CRE'S TYPICAL FOOTING(SEE 01/5-101) 1' y 3Y-10_1/2'-- o 94 23'-4F1 6 MIL VAPOR BARRIER,OVER CLEAN, ` TERMITE TREATED,COMPACTED FILL ✓l (MIN.95%DENSITY,TEST REQUIRED) ?/ STV OF d A-301 TYPICAL FOOTING DETAIL _ ' 1 //612 --- --- SCALE:3/4" = V-0" FODNDATIO N FLAN -- --- - - -- - - - J HN N. CRESWELL — PE 40940/COA#30250 TYPICAL SJAWCUT DETAIL CONCRETE SLAB TYPICAL FOUNDATION PENETRATION C: (863) 467-1111 --- - - -- - E.john@gdcflorida.com PLUMBING PIPE REVISION PLUMBING PIPE - PLUMBING PIPE— PVC OR SCH40 SLEEVE - PVC''OR SCH40 SLEEVE— . PVC OR SCH40 SLEEVE— ;._ 114 4' "CENTERED TOP(2)!t'�X 4'-0"CENTERED TOP(2)#5 X 4'-0"CENTERED TOP(2)#5 X -0 - - a AT PIPE PENETRATION m A-1 I TIPE PENETRATION AT PIPE PENETRATION— „ .1, 9 x z s y a T of , 4 fix. , q WRITTEN DIMENSIONS ON m ,r r , MEN E:,..°,fir a., THESE DOCUMENTS® SHALL gg ;a _s ry q a 1- TAKE PRECEDENCE OVER t ,t ALL SCALED DIMENSIONS. DRAWN BY 1�, L3t w y t f NI , I a a 1 I , ^ m I ' a' r a' K.V V. `* THE TIMING OF THE INSTALLATION OF CONTROL > �� a ,a I ° JOINTS IS VERY IMPORTANT,THEREFORE THE CHECKED BY � �� ; � CUTTING OF THE CONCRETE SHOULD BEGINAFTER J.F 9.C. THE CONCRETE HAS ATTAINED SUFFICIENT STRENGTH TO SUPPORT THE WEIGHT OF THE SAW `- ^ ' AND ALL THE BLADE TO CUT THROUGH THE AGGREGATE WITHOUT RAVELINDATE 10/18/2021 SHEET SLAffu FuUNuw_'- AT1u-` fi11' 1v PLAN AND DETAILS s- iol �^d r#c MATERIALS LINTEL NOTES SAFE LOAD TABLE NOTES TYPE DESIGNATION __ -_-- - ARCHITECTS - - - _ --- ENGINEERS 1.F'C 8"PRECAST LINTEL=3500 PSI 1,PROVIDE FULL MORTAR BED AND HEAD JOINTS. 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN 1.ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL 8.FOR LINTELS LENGTHS NOT SHOWN,USE SAFE LOAD 2.F'C PRESTRESSED LINTEL=6000 PSI 2.SHORE FILLED LINTELS AS REQUIRED. EXTERIOR CONCRETE MASONRY WALLS SHALL HAVEA BEARING. FROM NEXT LONGEST LENGTH SHOWN. MI REBAR Q'TOP NW 2N STREET, EET,OK 03565 PSI W MAXIMUM 3 8 INCH 3,INSTALLATION LINTEL MUST COMPLY WITH THE COATING OF STUCCO APPLIED IN ACCORDANCE WITH >. = EXCEPTION:SAFE LOADS FOR UNFILLI=D LINTELS 9.ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOQT. MIN.(1}REQ'D 502 NW 2ND STREET,OKEECHDBEE, 3.GROUT PER ASTM C476 F C-3D00 / / I F`m=1500Fs4 � ARCHITECTURAL ANDjOR STRUCTURAL DOCUMENTS. ASTM C926 OR OTHER APPROVED COATING. t ' Ic°. MUST BE REDUCED BY 2D%IF BEARING LENGTH iS LE55 10.ALL SAFE LOADS BASED ON SiMPLYSUPPORTED SPAN. _ FLORIDA 34972 4.CONCRETE MASONRY UNITS(CMU)PER ASTM C90 W/MINIMUM NET P:(863)467-1111 AREA COMPRESSIVE STRENGTH=1900 PSI 4, U-LINTELS ARE MANUFACTURED WITH 5112"LONG 12,LINTELS LOADED SIMULTANEOUSLYWITH VERTICAL THAN 61j2 INCHES. 11. THE NUMBER IN THE PARENTHESIS INDICATES THE --F FILLED WITH GROUT/U UNFILLED 1-1/2"CLEAR NOTCHES AT THE ENDS TO ACCOMMODATE VERTICAL (GRAVITY OR UPLIFT)AND HORIZONTAL(LATERAL) SEE SAFE LATERAL LOAD 2.N.R.-NOT RATED PERCENT REDACTION FOR GRADE 40 FIELD ADDED REBAR. r- F:(772)872 5121 5.REBAR PER AS,M A615 GRADE 60 3.SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOADS. EXAMPLE T-6"LINTEL TYPE 8F32-1B SAFE GRAVITY ____QUANTITY OF#5 REBAR AT ¢ w : C.M.U. WWW.GDCFLORIDA.COM 6.PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION CELL REINFORCING AND GROUTING. LOADS SHOULD BE CHECKED FOR THE COMBINED TABLES FOR LOAD RATING 7.MORTAR PER ASTM C270 TYPE M OR S 5.REFERENCE THE CAST-CRETE LOAD DEFLECTION GRAPH LOADING WITH THE FOLLOWING EQUATION: ---FOR EACH ADDITIONAL 4.SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD LOAD=6472 -->u51W j 15% BOTTOM O. LINTEL CAVITY _ BROCHURE FOR LINTEL DEFLECTION INFORMATION. REBAR. REDACTION 6472(.85)=5501 PLF -' I REINFORCED CMU FULL 5,ONE#7REBAR MAYBE SUBSTITUTED FOR 77Jd#S ¢ z GROUT 6.BOTTOM FIELD ADDED REBAR TO BE LOCATEDAT THE APPLIED VERTICAL APPLIED HORIZONTAL 1L j,s�p COURSE I6® co BOTTOM OF THE LINTEL CAVITY LOAD + LOAD <1°0 REBARS IN 8 LINTELS ONLY 7°7132"DIAMETER WIRE STIRRUPS ARE WELDED TO THE SAFE VERTICAL SAFE HORIZONTAL ': 6. THE DESIGNER MAYEVALUATECONCENTRA�ED LOADS � � QUANTITY OF#5 � z O REBAR AT BOTTOM BOTTOM STEEL FOR MECHANICAL ANCHORAGE LOAD LOAD FROM THE SAFE LOAD TABLES BY CALCULATING THE OF LINTEL CAVITY 1/2"CLR TYP --REBAR AT TOP `n a«` 8.CAST-IN-PLACE CONCRETE MAYBE PROVIDED IN MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY k COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY 13.ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED FROM FACE OF SUPPORT. L_____ -NOMINAL HEIGHT BOTTOM REINFORCING UNITS. BY THE DESIGNER BY PROVIDING ADDITIONAL (1)#5 REBAR 7.FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE 7 5/8" PROVIDED IN LINTEL 9.SAFE LOAD RATING BASED ON RATIONAL DESIGN REINFORCED CONCRETE MASONRYABOVE THE LINTEL. $,'`' GR60 LOAD FROM NEXT LOWER HEIGHT SHOWN. NOMINAL WIDTH I (VARIES) « ACTUAL ANALYSIS PER ACI 318 AND ACI 530 SEE DETAIL AT RIGHT: 8"NOMINAL WIDTH 10.PRODUCT APPROVALS:MIAMI-DADE COUNTY,FLORIDA NOA,20-0630.16.FLORIDA CERTIFICATE OF PRODUCT APPROVAL NUMBER F1158-R10. ?m 0 SAFE LOADTABLES SAFE LATERAL FORCE FOR SAFE GRAVITY LOADS FOR 8 PRECAST&PRESTRESSED U-LINTELS 8 PRECAST&PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8"PRECAST&PRESTRESSED U-LINTELS CC SAFE LOAD-POUNDS PER LINEAR FOOT Cs�sr-Ci�rn SAFE LOAD PLF Cwsr"�itrn SAFE LOAD-POUNDS PER LINEAR FOOT TYPE 8F8-0B 8F12-OB 8F16-o8 8F20-0B 8F24-OB 8F28-0B 8F32-0B TYPE REINF TYPE 8F8-1T 8F12-1T 8F16-IT BF20-IT 8F24-IT BF29-IT 8F32-IT 0 LENGTH $U8 SFS-18 SF12-1B 8F1&16 8F20-16 SF24-1R 8F28.18 sF3z-18 LENGTH 8U8 8F8 CMU* LENGTH 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F242T 8F28-2T 8F32-2T [ mi 3069 4605 6113 7547 8974 10394 11809 1972 3173 4460 574744 > 703a 8321 9608 _ 2'-10" (34") PRECAST 2231 T-10" (34") PRECAST 1293 1642 2135 T-10" (34") PRECAST 3064 4605 6113 7547. 8974 10394 11809 1972 3173 4460 5747 7034 9321 9608 3069 3719 5163 6607 8054 4502 10951 1569 2524 3547 4569 5591 6613 7636 -` CD 3'-6" (42") PRECAST 2231 T-6" (42") PRECAST 102S 1024 1830 T-6" (42") PRECAST _ --- 3069 4605 6113 7547 8974 10394 118D9 1569 2524 3S47 4569 5591 6613 7636 U) CD 2561 2751 3820 4890 5961 7034 8107 - 1363 2192 3079 3966 4853 5740 6627 Y 4'-O" (48") PRECAST 1966 4'-0" (48") PRECAST 765 763 1365 4'-0" (48") PRECAST 2693 4605 6113 7547 8974 10394 11809 1363 2192 3079 3966 4853 5740 6627 LL•I 1969 2110 2931 37S3 4576 S400 6224 (,� CD 4'6" (54") PRECAST 15gg 4'-6' (54'i PRECAST 592 591 1057 4'-6' (54") PRECAST 1207 19a0 v2a 3508 az9z so77 5861 2189 4375 6113 7547 Or. 8672 10294 11809 1207 1940 2724 3508 4292 5077 5861 �' p 1349 1438 1999 2560 3123 3696 4249 , 1016 1632 2290 Z949 3607 4265 4924 L 5'-0" 64") PRECAST 1217 1663 3090 5365 7547t30 7342fup 8733jA 10127„9) 5'-0" (64") PRECAST 411 411 734 5'4" (64') PRECAST ( 1 1016 1632 2290 2949 3607 4265 4924 - Q :c' 1105 1173 1631 2090 2S49 3009 3470 I— [� Y-10" 70 PRECAST 340 339 607 5'-10" 70' PRECAST 909 ia92 zo93 z69a 3295 3897 4498 5'-10" 70' PRECAST 1062 ( ') ( ) � c) ( ') 1451 2622 4360 7168 6D36t1% 7181t,9) 8328tm) 929 1492 2093 2694 3295 3897 4498 0 1238 2177 3480 3031 3707 4393 5D61 835 1340 1880 2419 2959 3498 4038 I ® � co V-6" (78") PRECAST 908 V-6" (78") PRECAST 507 721 483 6'-6' (78") PRECAST 835 1340 1880 2419 2959 3498 4038 (14 L.L U- M C 4 1238 2177 3480 5381 8360 1039g9n 8825(,4) 1011 1729 2632 2205 2698 3191 3685 727 a4) 1021 ,1634tu) 2102gj) 2571pq 3039t,q 350819) ,�` 7'-6" (90") PRECAST 743 T-6" (90") PRECAST 424 534 357 T-6" (90") PRECAST 727 1166 1634 2102 2571 3039 35D8 loll 1729 2661 3898 5681 8467 t44) 6472 Us) Lu 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 591 680 1133tu) 1471(ss) 1811(u) 2152pe 2494tu) LLJ 9'-4" (112") PRECAST 326 512 227 9'-4" (112") PRECAST C3 ® J 752 1245 1843 2564 3486 4705 6390t4,) 591 851 1326 1705 2094 2463 2842 535 890 1247 Z093 2777 2163 2536 530 552 914 fss) 1185 m 1458m) 1732tu) 2007(ssi ® ~ 10'-6" (126") PRECAST 475 10'6" (126") PRECAST 284 401 178 SO'6" (126") PRECAST s3o 6s6 1183 1526 1865 2204 2544 ® V f— C' OC 643 1052 1533 2093 2781 3643� 4754 ws) EXISTING 11'4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 474 4S5 798 fur 1034rys 1272t,y1 1510tssr 1749tu) lU Lu saz 94s 1366 1846 2423 31v q�6 11 4" (136") PRECAST 260 452 152 11'4" (136") PRECAST a94 s99 1oz8 1422 u3a 2053 2369 -- F- 540 S73 1254 1684 2I93 2805 3552 470 p) 441 723 t,4) 936 t,4) 11Situ) 1366fu) iS82tss) TO REMAIN 12'-0" (144") PRECAST 337 940 873 lzsa 1694 2193 zags 3552 12'-0" (144") PRECAST 244 402 135 12'-0" {144") PRECAST 470 543 928 1349 1649 1948 2247 CL 471 7S5 1075 1428 1838 2316 2883 418 tss) 373 606 tm) 783 tm) 962 f,a) 1141tm) 1321(14) III. 13'4" (160") PRECAST 296 13'-4" (160") PRECAST 217 324 109 13'-4" (160") PRECAST 471 755 1075 1428 1838 2316 2883 428 455 770 1145 1444 1718 1993 424 706 1002 1326 1697 2127 2630 384 tut 346 559 t,q 723 f,4) 887 t,4i 1052t,a) 1218 t,� Q 14'-0" (168") PRECAST 279 14'-0' (168") PRECAST 205 293 98 14'-0" (168') PRECAST 442 706 1002 1326 1697 2127 2630 410 420 709 1050 1434M 1694f4 1954f4 NR NR NR NR NR NR NR 211 323 519 (u) 671 t� 823 (,3) 976 (,ar 1129f,4) 14'-8" (176") PRESTRESSED N.R. �$ 783 1370 19D2 2245 2sn znz 14'8" (176") PRESTRESSED N.R. 284 89 14'-8" (176") PRESTRESSED 246 390 655 968 132449) 1625tw 1874p,) `u� --- PRESTRESSED 224 302 485 (13) 626 t>3) 767 t0) 909 (u) 1052(,,) NR NR NR NR NR NR NR PRESTRESSED N.R. 259 82 15'-4" 184" 15'4" (184") PRESTRESSED N.R. 15'4" (184") ( ) - 412 710 1250 1733 2058 2320 2513 230 364 609 897 1224., 1562a4) 1801% „ NR NR NR NR NR NR NR 187 255 404 tw 520 tu) 637 p) 754(u) 872 (n) _-_ --_- 1T-4" (208") PRESTRESSED N.R. 194 63 1T-4" (208") PRESTRESSED 1T 4" (20$) PRESTRESSED N.R. 300 5" 950 1326 1609 1849 2047 192 303 500 732 993 W 1268(1.4 1470(,a) NR NR NR NR NR NR NR 162 222 347 t,p 446 t,p 546 tu) 6 tul 46 (>� 19'4" (232") PRESTRESSED N.R. 19'4" (232") PRESTRESSED N.R, 148 51 19'4" (232") PRESTRESSED li 235 420 750 1037 1282 1515 1716 166 261 424 616 831� 1057 t,a) 1225(,4) ISSUED 21'4" (256") PRESTRESSED N R NR NR NR NR NR NR NR 21'4" (256") PRESTRESSED N.R. 125 42 21'4" (256") PRESTRESSED 142 198 306 t1U 393 fur 480 tw 567 tm 654 tu) pIS 180 340 598 845 1114 1359 1468 - 142 230 369 531 713 to 903 t>3r 1046 tv) O O 22'-0" (264") PRESTRESSED NA. NR NR NR NR NR NR NR 22'4' (264") PRESTRESSED N.R. 116 39 2Y-0' (264') PRESTRESSED a�s 137 192 295 !m 378(u) 461 pq 545 tul 629 tu) m 165 315 5SO 794 1047 1285 1399 137 221 354 508 681 tT 861 tar 997 t» .~-r NR NR NR NR NR NR NR 124 175 267 t,y 341 f,o) 416 twr 491 t� 566 twi 24'-0" (288") PRESTRESSED N.R. 24'-0" (288") PRESTRESSED N.R. 91 33 24'-0- (288") PRESTRESSED m m 129 250 41 654 884 1092 1222 124 200 316 450 600 m 756 tw 875 (u) (#)THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR *SEE NOTE 18 M THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS u� LL GR40 FIELD ADDED REBAR. FOR GR40 FIELD ADDED REBAR. I.. 00 00 - —�—� o LIABILITY L.IARIILITY NOTE o , TH{S IS THE PROPERTY OF GDC ARCHITECTS- rr ENGINEERS,LLC AND IS NOT TO BE J REPRODUCED OR COPIED IN WHOLE OR IN IMPORTANT NOTES PART.IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED UPON — — — — -- _ — — REQUEST. O SCALES AS STATED HEREIN ARE FOR REFERENCE ONLY AS NORMAL O O 1. FIELD VERIFY ALL ROUGH OPENINGS! REPRODUCTION PROCESSES MAY ALTER THE ACCURACY OF ORIGINAL DRAWINGS. 2. ENGI�,i_;ER OF RECORD TO REVIEW TRU55 ENGINEERING PRIOR TO WSTA-LATION.ENGINEER OF RECORD.SHALL SPECIFYALL TRUSS TO CMU CONN£t:TIONIS AFTER REVIEW OF SHOP DRAAIING5 TRUSS ® .CREI ` i m m i CMON1��MANUFACTURER SHALL SPECIFYAND PROVIDE ALL TRUSS TO TRUSS c1 . .. �� 3. CMU WALLS DYER 10'-0"IN HEIGHT REQUIRE(1)8"CMU BOND SEAM 0 LL_ 00 W/T >'OF Bi:Alv1 A3 EVERY 20'0"IN ADDITION TO BOND BEAM AT 0 o TOP OF WALL. o , 0 - - S4 DF M _ M "•....a4 � M � ct Ti O m l6 L 00 l0 e-i m JOHN H. CRESWELL LA_ , PE #40940/COA#30250 00 C: (863) 467-1111 E:john@gdcflorida.com REVISION _ 60 -- A-301 I, o co I L=4'-0"8F16-16 1T L=4' 0"8F16-16 1T r WRITTEN DIMENSIONS ON - - - — - - - THESE DOCUMENTS SHALL TAKE PRECEDENCE OVER 7'-2" 9'-8" 6'-6" ALL SCALED DIMENSIONS. 23'-4" DRAWN BY B.S. & K� W. A A-301CHECKED BY J.KC. DATE (� CMU/ PLAN V 1 - _ _ -- - — 10/1812021 SCALE: 1/4" = 1'-0" SHEET It I u INI 102 MK S ICRETE wbftEAM PLA 'I&N&I F I T ST u" RY c___ M U C " ,, � , '¢ v FRAMING NOTES ROOF ZONE LEGEND ARCHr4ITECTS ENGINEERS 1.LUMBER STANDARDS:A.LUMBER STANDARDS:COMPLY WITH DOC PS 20, ZONE: 1 8D NAILS 6"O.C. @ EDGES COA#30250,AA#26003565 "AMERICAN SOFTWOOD LUMBER STANDARD,"AND WITH APPLICABLE 8"D.C. @ INTERMEDIATE 502 NW 2ND STREET,OKEECHOBEE, GRADING RULES OF INSPECTION AGENCIES CERTIFIED BYALSC'S BOARD OF INTERMEDIATE MAYBE 12"O.C. WHERE GROUP FLORIDA 34972 REVIEW.ALL FRAMING MEMBERS SHALL CARRY VISUAL MARK CERTIFYING 2 SPECIES IS USED IN 100 M.P.H. GROUP 2- P:(963)467-1111 INSPECTION BYAGENCIESACCREDI;FED BY THE AMERICAIN LUMBER SOUTHERN YELLOW PINE F:(772)872-5121 STANDARD COMMITTEE(AL.SC).A VALIDAGENCY GRADE MARK ON WWW.GDCFLORIDA.COM SOUTHERN PINE LUMBER INDICATES THE PRODUCT MEETS STRUCTURAL ZONE:2 80 NAILS6"01.C. @ EDGES AND APPEARANCE REQUIREMENTS ESTABLISHED FOR THATGRADE, 6"O.C. @ INTERMEDIATF_ 2.INSPECTION AGENCIES,:INSPECTION AGENCIES,AND THE ABBREVIATIONS USED ZONE:3 8D NAILS4"0.C, @ EDGES TO REFERENCE THEM,INCLUDE THE FOLLOWING: 4"O.C. @ INTERMEDIATE A.NELMA-NORTHEASTERN LUMBER MANUFACTURERS ASSOCIATION. *ALL NAILS TO 3E GALVANIZED RING SHANK NAILS. B.NLGA-NATIONAL LUMBER GRADES AUTHORITY(CANADIAN).C. RIS-REDWOOD INSPECTION SERVICE. D.SPIB-SOUTHERN PINE INSPECTION BUREAU. - - - - - - ---- E. WCLIB-WEST COAST LUMBER INSPECTION BUREAU. F. WWPA-WESTERN WOOD PRODUCTS ASSOCIATION, ROOF FRAMING NOTES 3.KEEP MATERIALS UNDER COVER AND DRY.PROTECT FROM WEATHER AND CONTACT WITH DAMP OR WET SURFACES.STACKLUMBER,PLYWOOD,AND OTHER PANELS.PROVIDE FOR AIR CIRCULATION WITHIN AND AROUND STACKSAND UNDER TEMPORARY COVERINGS. 1.FIELD VERIFYALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. o 4.GRADE STAMPS:PROVIDE LUMBER WITH EACH PIECE FAC'TORYMARKED WITH 2.NOTIFY ENGINEER OF RECORD IMMEDiATELYFOLLOWING ANY DEVIATION OR NIL m GRADE STAMP OF INSPECTION AGENCY EVIDENCING COMPLIANCE WITH UNSEEN EX1:STING CONDITIONS PRIOR TO BEGINNING WORK.GRADING RULE REQUIREMENTS AND IDENTIFYING GRADING AGENCY , GRADE,SPECIES,MOISTURE CONTENTATTIME OF SURFACING,AND MILL. 3.ALL ROOFING NAILS TO BE 2/NC COATED GALVANIZED RING SHANK. A.FOR EXPOSED LUMBER,FURNISH PIECES WITH GRADE STAMPSAPPLIED 4.ANYAND ALL SHINERS SHALL BE PULLED AND RE-NAILED W/10D RING HAND BACK ENDS OR OF EACH DRIVES ATH PIECE,OR OMIT GRADE STAMPSAND PROVIDE GRADE 1:�!':H L0 ATION;PRIOR TO ROOF DRY-IN. COMPLIANCE v CERTIFICATES ISSUED BY INSPECTION AGENCY. 5.STRUCTURAL ENGINEER TO REVIEW TRUSS LAYOUTAND ENGINEERING FROM TRUSS MANU.PRIOR TO G.C.ORDERING TRUSSES FOR PRODUCTION. � Z � 5.DISCARD UNITS OF MATERIAL WITH DEFECTS THAT IMPAIR QUALITY OF ROUGH 6.ALL MASONRY TO TRUSS CONNECTIONS SHALL BE SIMPSON HETA16, UNLESS4g > CARPENTRY AND THA TARE TOO SMALL TO USE WITH MINIMUM NUMBER OTHERWISE SPECIFIED BY THE ENGINEER AFTER REVIEW OF TRUSS � � \, OF JOINTS OR OPTIMUM JOINT ARRANGEMENT. MANUFACTURERS SHOP DRAWINGS. CD _ --_ 6 SET ROUGH CARPENTRY TO REQUIRED LEVELS AND LINES, WITH MEMBERS Z Lit .ALL WOOD TO TRUSS CONNECTIONS SHALL BE SIMPSON H10A,UNLESSCD PLUMB, TRUE TO LINE,CUT,AND FITTED. Q 0 CJ CD-- OTHERWISE SPECIFIED 8Y rHE ENGINEER AFTER REVIEW OF TRUSS - - - MANUFAC7 L RERS 5 HOP'DRAWINGS. I�Lg ce ODD -- _ 7.FiTROUGHCARPENTRYTOOTFIERCONSTRUCTION;SCRIBEANDCOPEAS �? ® p SPACE REQUIRED FOR ACCURATE FIT. CORRELATE LOCATION OF FURRING,HAILERS, tt3 BLOCKING,GROUNDS,AND SIMILAR SUPPORTS TO ALLOW ATTACHMENTOF J6 I- It- L� Lo ° o HATCH REPRESENT OTHER CONSTRICTION. _ _ -_ - _ u ® � m o car LL U_ ors cat iv EXISTNIG ROOF B.INSTALL WOOD GROUNDS,NAILERS BLOCKING,AND SLEEPERS WHERE SHO WN AND WHERE REQUIRED FOR SCREEDING OR ATTACHING OTHER TRUSS +CONNECTOR SCHEDULE `n w C3 WORK.FORM TO SHAPES SHOWN AND CUT AS REQUIRED FOR TRUE LINE F- Q ® e1 .1m [ : . : AND LEVEL OF ATTACHED WORK,COORDINATE LOCATIONS WITH OTHER w V -- ---- WORK INVOLVED. - -- ------ -- - `i � t11C? NQ o HATCH REPRESENT EXISTING MASTE 9.ATTACH TO SUBSTRATES TO SUPPORT APPLIED LOADING.RECESSBO'LTSAND -i CL N uj RIB RO FiNG TO BE REMOVED NUTS FLUSH WITH SURFACES, UNLESS OTHERWISE INDICATED.BUILD INTO 1.FIELD TRUSS 70 BEA,V?CONNECTORS SHALL BE HETA16 UNLESS OTHERWISE C) t�.9 MASONRY DURING INSTALLATIONOF MASONRY WORK. WHERE POSSIBLE; NOTED. LLJ CL O Lu AN NOR TO FORMWORK BEFORE CONCRETE PLACEMENT -a -a Q O a- O N 10.INSTALL PERMANENT GROUNDS OF DRESSED,PRESERVATIVE-TREATED,KEY CL d BEVELED LUMBER NOT LESS THAN 1-112 INCHES WIDE AND OF THICKNESS REQUIRED TO BRING FACE OF GROUND TO EXACT THICKNESS OF FINISH MATERIAL.REMOVE TEMPORARY GROUNDS WHEN NO LONGER REQUIRED. N i - 11. INSTALL PLUMB AND LEVEL WITH CLOSURE STRIPS ATEDGES AND OPENINGS. HATCH REP ESENT EXISTING EAV ' SHIM WITH WOOD AS REQUIRED FOR TOLERANCE OF FINISH WORK IMPORTANT NOTES _ f AND ROOFING TO BE REMOVED A,FIRESTOP FURRED SPACES OF WALLS AT EACH FLOOR LEVEL AND AT \ 0 CEILING WITH WOOD ISSUED FOR o \ / BLOCKING OR NONCOMBUSTIBLE MATERIALS,ACCURATELYFITTED TO CLOSE ENGINEER OF Rt CORD TO REVIEW TRUSS ENGINEERING PRIOR TO FURRED SPACES. INSTALLATION. \ / ENGINEER OF RECORD SHALL.SPFCIFYALL TRUSS TO CMU CONNECTIONS AFTER Q i 1 12.ALL INCIDENTAL FRAMING TO INCLUDE"DEAD-WOOD SFl..4,=L 21(4 PT N \ / UNLESS OTHERWISE NOTED REVIEW OFSHOP DRAWINGS. TRUSS MANUFACTURER SHALL SPECIFY AND \ / PROVIDE ALL TRUSS TO TRUSS CONNECTIONS. \ / j 13.ALL FASTENERS SHial_L BE ZINC COATED GALVANIZED RING-SHANKED UNLESS ALL TRUSSES TO BE ISOLATED,FROM CMU. OTHERWISE NOTED. LIABILITY NOTE 14.ALL ROOF/CEILING FRAMING SHALL 13E GRADE#1 2X10 PT UNLESS -- - -- THIS IS THE PROPERTY OF GDC ARCHITECTS- OTHERWISE o NOTED. ENGINEERS,LLC AND IS NOTTO BE DASHED LINE REPRESENTS DASHED LINE REPRESENTS REPRODUCED OR COPIED IN WHOLE OR IN __ ---------- -- -_ -___ -_N PART.IT IS NOT TO BE USED ON ANY OTHER 4:12 VAULTED CEILING BELOW \ \ / / 4:12 VAULTED CEILING BELOW PROJECT AND B BE RETURNED UPON —-- \ - - -- ----- - -- - --- _-_ _-_ REQUEST. SCALES AS STATED HEREIN ARE FOR CV Co REFERENCE ONLY AS NORMAL ROOF ZONE ISOMETRIC REPRODUCTION PROCESSES MAY ALTER THE Co d ACCURACY OF ORIGINAL DRAWINGS. O SCALE:N.T.S. , I< C . .. o PROVIDE 1/8"SPACING: N AT PANEL EDGES 4g 'ay PRE-ENGINEERED i iv 0 5/8"CDX PLYWOOD , - !`' "• ' � r WOOD TRUSSES to I , @ 24 O.C. M '' n (SEE ROOF FRAMING PLAN) ' St a EF ' PROVIDE 2X4 BLOCKING .' " M , @ ALL PLYWOOD SEAMS l j f O 48"BACK OF GABLE ENDS � � 7�� ' + � � 1 1's NAIL SEAM WI BID GALV RING ,� � ": - � '�'�;�` R EACH SIDE OF SEAM -___. _.. ___- -{ • r 1/16"SPACE AT C) - PANEL ENDS cv 4:12 VAULTED CEILING BELOW 4:12 VAULTED CEILING BELOW " JOHN H. CRESWELL _. f a ✓ LATERAL BRACING IF WOOD FASCIA(SEE TYP. = ' '' -- REQUIRED(SEE TYP. PE#40940/COA30250 o WALL SECTION)(2) 16D� "" "'" r WALL SECTION) N -'` C. 863 467-1111 TO EACH TRUSS END fi .� John@gdcflorida.com FAILING SCHEDULE REVISION N Q 10 EDGE NAILING 8D @ 6"O.C. : o Fm- �i 2O INTERMEDIATE NAILING 8D @ 6"O.C. B N I co BOUNDARY'NAILING 8D @ 4"O.C. W A-301 ® CORNER NAILING 8D @ 4"O.C. CV o ----- -- __ BOND REAP^ - - -- -- - ------ - -- ------- - - \ (SEE TYP.VvA'LL SECTIOW oQ '_ „ WRITTEN DIMENSIONS ON N '-0 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" o can 2'-0" 2' o" 2' o^ 2 0 2 0 0 2 THESE DOCUMENTS SHALL _-___ -__-_-- _- _ --- _ _._ - -_- - TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. 23'-4" — DRAWN BY A CHECKED A-3 BY VM 1 L J.H.C. 10/18/2021 SHEET ROOF FRAMmING PLAN S- 103 4 � T T wjc ARCHI ! EC F S ENGINEERS COA#30250,AA#26003565 502 NW 2ND STREET,OKEECHOBEE, FLORIDA 34972 P:(863)467-1111 F:(772)872-5121 WWW.GDCFLORIDA.COM o V Z 0 Lo CJ3 Q L.tj CDU Co L 1 J Q c/) Lo .? o 0rn � 1,- 0 ";t M {V LL LL M CN to >- W LL XISTING TO RE" I-- ® uj p1— cUU < Lu U N 0 -- t Uj Ate. W 0 O CL a. 3'-O" 3'-0" p ]ZONE 3R ZONE 3R' ISSUED FOR PERMIT 0-1 -� - ;- LIABILITY NOTE THIS IS THE PROPERTY OF GDC ARCHITECTS ENGINEERS,LLC AND 1S 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. - T -- - -, - -- SCALES AS STATED HEREIN ARE FOR �i ZONE 3R REFERENCE ONLY AS NORMAL REPRODUCTION PROCESSES MAY ALTER THE ACCURACY OF ORIGINAL DRAWINGS. CR 0 : 3-0" 3'-0" 3'-0" T 3'-0 ; ' _✓�� ,�,{ A -_ - - - NE 2E --- -ZONE 1 126INt 2R - i JOHN H. CRESWELL PE#40940/ COA#30250 e -' C: (863) 467 1111 E:john@gdcflorida.com REVISION _ o r ZONE 1 a._ t _� ZO C:l 3E a - __ _ .� ZONE 2E _ _ �. _ ._ZO 3E - WRITTEN DIMENSIONS ON _ . . - THESE DOCUMENTS SHALL TAKE PRECEDENCE OVER T-O" -� 3�-�-0"-;I ALL SCALED DIMENSIONS. NG PLAN DRAWN BY ROOF NAILIN 01SCALE:3/16"= 1'-0` -- B.S. W. CHECKEDBY J.H.C. DATE 10/18/2021 SHEET ROO' ' OF NAILING PLANI S- 1 r� , Gr4C ARCHITECTS ENGINEERS 5/8"CDX PLYWOOD SHEATHING TO TRUSS W!8D GALV,RING NAILS AT COA#30250,AA#26003565 -- - -_ -___ _ _- __-_ \ 8°O.C.FIELD AND 4"O.C.JOINT(TYP) 502 NW 2ND STREET,OKEECHOBEE, FLORIDA 34972 � PRE-ENGINEERED \ P:(863)467-1111 TRUSS AT 24"O.C.(TYP) -- — -�� WWW(GDC 8 2-DA.COM HETA16 AT 24"O.C.TO TRUSS W/ 1 1/2"GALV.JOIST NAILS(TYP) 2X4 PT LEDGER TO CMU BLOCK W/ � 1(4"X 3 3/4"TAPCON AT 24"O.C. 2X4 PT SOFFIT RETURN FRAMING AT �� 12 24"O.C.TOE NAIL(2) 16D GALV.RING _ _ _ �. 6 NAILS(EACH SIDE)TO 2X LEDGER, FASTEN \ TO TRUSS TAIL W/(2)16D GALV. RING NAILS 2X4 SPRUCE SUB-FASCIA TO TRUSS CORD TOP OF BE AM W/(2)16D S.S.RING NAILS(TYP.AT EACH ----- TRUSS TO FASCIA INTERSECTION) 2X6 PRE-PRIMED CEDAR FASCIA >. oz TO SUB-FASCIA W/16D SS RING PRE-ENGINEERED WOOD TRUSSES @ 24" NAILS(TYP.EACH TRUSS TO FACIA O.C.; BY TRUSS MANUFACTURER[,(TYP) _ INTERSECTION) ` 16"CMU BOND BEAM;(2)COURSE VTCR TRUSS CLIPS @ 24"O.C. X g WI(4) SD#9 X2 1/2"SCREWS - CMU BEAM BLOCK W/(1)#5 REBAR --- --- - ------- IN 3500 PSI PUMP MIX EACH COURSE r� EXISTING ROOF STRUCTURE- O TYPICAL EAEETI�0 1 SCALE:3/4" V-0"CALE. . )� T�DZ/ SCALE:3/4" = 1=0" LU cD - t) CD-- C2 CD dirm < r CL ® C7 aL � ® 0) ® C\l LL_ LL M N LLi W p QevEa" ® LU pF- C/300 C3 1- 0. ix i--- 3 t3 �- LLi CL t.� 0-3 LL1 a. LIJ a- w w A PRE-ENGINEERED WOOD TRUSS AT 24"O.C. 5/8"CDX PLYWOOD SHEATHING TO TRUSS W/8D GALV. RING NAILS AT--- 8"O.C. FIELD AND 4"O.C.JOINT - HETA.16 AT 24"O.C.TO TRUSS ISSUED FOR VV, 1 112"GALV.JOIST NAILS 12 PERMIT 6 +8'-0" TOP OF BEAM LIABILITY NOTE THIS IS THE PROPERTY OF GDC ARCHITECTS- ENGINEERS,LLC AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN TYPICAL EAVE(SEE 011S-502) PART.IT IS NOT TO BE USED ON ANY OTHER ---- -- PROJECT AND IS TO BE RETURNED UPON REQUEST. SCALES AS STATEDHEREIN ARE FOR 16"CMU BOND BEAM;(2) REFERENCE ONLY AS NORMAL COURSE CMU BEAM BLOCK REPRODUCTION PROCESSES MAY ALTER THE W/(1)#5 REBAR IN 3500 PSI ACCURACY OF ORIGINAL DRAWINGS. PUMP MIX EACH COURSE REsit. h ) eTS STECF 0NAi. „ (1)#5 VERTICAL REBAR AT 6'-0"O.C.TO BEAM BLOCK W U JOHN H. CRESWELL PE #40940/COA#30250 C: (863) 467-1111 z E:John@gdcflorida.com O EXISTING � REVISION E o FINISH FLOOR 4"3500 PSI CONC.SLAB FINISH FLOOR POOL DECK BY OTHERS -- ----- - s 18"W X 18"H 3500 PSI MONO (1)#5 VERTICAL FOOTING REBAR .� --- ---__— s FOOTING W1(2)#5 REBAR CONT.AT 6'-0'°O.C.(TYP} WRITTEN DIMENSIONS ON THESE DOCUMENTS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. TYPICAL WALL DETAIL `,, SCALE.3/4" -1._0" - - -- - - ------ --- --- - - - - _ - DRAWN BY B.S. & K.W. CHECKED BY J. .C, DATE 10/18/2021 SHEET FLANGE FRAME .IAM-0 INSTALL W1 WOOD BUCK AT OPENING SIDES FLANGE FRAME HEAD INSTALL,W1 WOOD DUCK AT HEADER/LINTEIL FLANGE FRAME SILL- INSTALL FLANGE FRAME VERTICAL SEC I ION ARCHITECTS SHIM - 2ENGINEERS SUBSTRATE --- -ANCHOR COA#302SO,AA#2600356S • r 502 NW 2ND STREET,OKEECHOBEE, FLORIDA 34972 ANCHOR F;(863)467.1111 SUBSTRATE E F;(772)872 5121 �w WWW.GDCFLORiDA.COM t ANCHOR " ° 4 " 1X WOC>D - , 1X WOOD00, SHIM - r � MAX.DAYLIGHT OPENING FIXED <• � NG , w; g. SHIM MAX E IlNDOW iG z 1 SUBSTRATE - _ 11 >m o - �41 a; N�ANCHORS REQUIRED � MAX.DAYLIGHT sR 0 C OPENING SASH �✓ d0 z a a. 0 FLANGE FRAME HEAD INSTALL W/WOOD BUCK FLANGE WINDOW HEAD DETAIL FLANGE WINDOW SILL DETAIL e." C' CJ W o a 2 3 Co L LI Q �- CL ® c:) Lo� 0mc'j 0 P— O v it " -- C\i LL LL co tV t can LL J Lu L r_ F ® /WLu f f � v uj .' � WQ � d . " uj a 17 sum ITEM 'DWG NO. PART# DESCRIPTION ' 1 9521 65163 INTEGRAL FIN FRAME HEAD &JAMB 2 XX XX OPTIONAL FLANGE r; 3 9520 65164 INTEGRAL FIN FRAME SILL Aal 4 9870 69870 BOX FRAME SILL 5 7940 65102 FIXED MEETING RAIL 6 7126.1 65103 MEETING RAIL REINFORCEMENT �+�7�+ 9 7092 65105 SASH INTERLOCK ISSUED FOR L/ 11 7092.1 65114 SASH REINFORCEMENT 13 7745 65113 SASH LIFT RAIL 30 XX XX 6116"LAMINATE GLASS NOMINAL 31 XX XX 1/8"ANNEALED GLASS 32 XX XX 1/8"ANNEALED GLASS 33 XX XX AIRSPACE r 34 XX XX 0.90 DUPONT PVB INTERLAYER „ 35 XX XX 1/8"TEMPERED OR ANNEALED ASS 36 XX XX 3/4"OVERALLLG ASSNOMI AL LIABILITY NOTE 39 XX XX SILICON DOW 40 6492 85112 GLAZING BEAD THis I5 THE PROPERTY OF ARCHITECTS IS N ENGINEERS,LtC AND IS NOT TO BE LLL 41 8483 65148 SDL GLAZING BEAD 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 WINDOW FLASHING AT BOND BEAM REFERENCE ONLYAS NORMAL REPRODUCTION PROCESSES MAYALTER THE ACCURACY OF ORIGINAL DRAWINGS. TYPICAL VNINDOW BUCK DETAIL TYPICAL WATERPROOFING DETAIL TYPICAL FLANGE WINDOWINSTALLATION DETAIL "� : 4 8"CMU BOND BEAM W;(1)CONT.#7 REBAR I �s } IN 3500 PSI PUMP MIX 8"PRE-CAST LINTEL W/(1)CONT.#7 REBAR ' "' '., S IN 3500 PSI PUMP MIX 1X6 PT HEADER W/ /4"MAX COMPOSITE SHIM,` t 1 X8 PT CURTAIN BACKING TO CMU W/(2)4D CASE HARD ,� � ii * �., 1 "��`(�_�:� , NAILS AT 3"FROM EDGE AND 10"O.C,FIELD BETWEEN WINDOW FRAME AND BUCK sx • 1 X6 PT BUCK TO CMU W1(2)4D CASE HARD NAILS AT 3"FROM CORNERS AND 10"O.C.FIELD.APPLY I (. WINDOW ASSEMBLY FASTENED THROUGH CONTINUOUS BEAD OF POLYSEAM SEAL TO CMU PT BUCK W/2-3/4"X 1/4'"TAPCONS IN ALL FACE PRIOR TO INSTALLATION{TYP) --- FACTORY PROVIDED(UNLESS SPECIFIED L, I OTHERWISE IN PRODUCT APPROVALS ON S-001 PAGE) { �� CR�S� �� LIQUID APPLIED WATERPROOFING, PE #40940/COA#302 50WAE WATERPROOFING AND CRACK DI __-MEMBRANE:TDS-104(OR APPROVED EQUAL) i C: (863) 467-1111 EXTEND BEYOND FACE OF OPENING 8"MIN. CI � E:john@gdcflorida.com o % ---1X6 PT BUCK(BEYOND) REVISION _j 1 I s _ o .s j WRITTEN DIMENSIONS ON 19 1X6 PT BUCK TO CMU W/(2)4D CASE HARD NAILS ] THESE DOCUMENTS SHALL - -- AT 3"FROM CORNERS AND 10"O.C. FIELD.APPLY TAKE PRECEDENCE OVER CONTINUOUS BEAD OF POLYSEAM SEAL TO CMU f' FACE PRIOR TO INSTALLATION(TYP) { PROVIDE CONT,BEAD OF POLYSEAM TO ALL SCALED DIMENSIONS. SILL,JAMBS,AND HEADER FLANGE PRIOR - - - -- __ CAST-CRETE OR SIMILAR PRE-CAST TO INSTALLATIONDRAWN BY CAST-CRETE OR SIMILAR PRE-CAST WINDOW SILL WINDOW SILL(TYP) �-I �. B.S. & K.W. 1 � 1X4 PT WINDOW WRAP TO CMU Wd(2)4D CASE HARD �� ` CHECKED BY NAILS AT 3"FROM EDGE AND 10"O.C. FIELD LIQUID APPLIED WATER PROOFING PRIOR J.H.C. TO WINDOW INSTALLATION 8"CMU WALL(SEE STRUCTURAL PAGES FOR - - INSTALLATION DETAILS I is DATE Y , s 10118/2021 SHEET ARCHITECTS ENGINEERS COM30250,AA#26003565 502 NW 2ND STREET,OKEECHOBEE, P:(863)467-1111 TYPICAL CMU WALL REINFORCEMENTS : N.T.S. SD03-TYPICAL FRAMED WALL TO CMU:N.T.S. TYPICAL FRAMED HEADER DETAIL N.T.S. TYPICAL CMU WALL DETAIL 001 OUTSIDE CORNER F:�772)872-5121 WWW.GDCFLORIDA.COM L PRECAST"U"LINTEL Wl 147 CONT.IN 3500 PSI CONC_ SPLICES 30"MIN. (3)2X12 PT BEAM W/(2)1/2-PT LAP(ACI 530) PLYWOOD FLITCH.FASTEN Wl 16D GALV RING @ 3-D.C.HORIZONTAL AND 8-VERTICAL COLUMN SPACING,APPLY HURRICANE ANCHORS(TYP.) LIQUID NAIL BETWEEN EACH WOOD TO WOOD INTERSECTION 12-HOOK (MIN) i5 FASTEN(1)2X4 PT AND(2)2X4 SPRUCE END STUDS lt TO CMU Wl 5/8"XIO"GALV. TITEN HD SCREW ANCHOR W/2'HD WASHER AT 24"O.C. (2)2X6 PT TOP PLATE CONT VERT. gr TYP.BOND BEAM 8"X8'XI6'K.O. z 4 LINTEL BLOCK FILL W/3500 P.S.I. o CONG.Wl(1)#5 DIA.REBAR MIN.LAP op 30- (ACI 530) 16'SIMPSON GALV FLAT STRAP FROM IWBLOCK 1"k 1 01 PLATE(TYPE EACH JACK) 'IWWV� GALV.JOIST NAILS REBAR BOTH V;S 10D X 11/2 OlUES F AL REBAR IN 3500 PSI PUMP MIX(REFER TO K41 U _6 ALL OPEN W_��S � #6V ffM ANOIXAM PLAN FOR VERTICAL REBAR PLACEMENT) 2X6 PT JACK TO BOTTOM OF HEADER 3� (INSTALL 1 EACH SIDE FROM ANGLE 3500 P.S.I.CONC OPENINGS NOT EXCEEDING EV-O-, STD.90 DEGREE 0 OTHERWISE MIN 2 JACKS PER SIDE) W/1#5 DIA.REBAR MIN. LAP 30'(ACI 530) io g", Z Yl SIMPSON SP6 T 2X6 STUD AND JACK 2X4 SPRUCE STUDS @ 16- 4' (1 SHOWN FOR C_ \_2X6 PT STUDS @16'D.C.MAX D.C.(TYP) INSTALL W1 10D X I lr2r ;V (21(WX36-Y.#5)CORNER BARS(I-TOP BEAM,I BOTT BEAM/LINTEL) GALV JOIST NAILS mom j CD CO c:) 2X4 PT BOTT.PLATE TO INDICATES FILLED CELL tEBM CONT.IN 2500 PSI PUMP MIX(TYP) CONC.SLA13 W/1/4"X 3-1/2" SIMPSON FITTS @ ALL DOOR OPENINGS LU R (D F OM FTG.TO BEAM WITH i 1 4 TAPCON AT 24"O.C. (SH a OWN FOR CLARITY) �g4 R cz) 0 4 o cj� c5 (ACI 530) M E_ 0 CD U) U? T BOTTOM PLATE TO CONC,SLAB X 6"SIMPSON TITAN ANCHORS @ Wl 5/8 C.0 cr o 1:t CD 30'0 C _fYpICAL U __J 0 ro >- UJI Uj 0 U) 111VDA o Uj Uj 0§1 lk A rlo� in I ul 4 0 Uj 12"X 3/4"J'BOLTS W1 2"HID WASHER MAY Uj BE SUBSTITUTED FOR TITAN ANCHOR CL 0- CL PRE-CAST LINTEL BELOW TYP.DOWEL 30"MIN.LAP(ACI 530) ISSUED FOR PERN11IT TIE COLUMN W1 TIE BEAM ATOPENINGS OVER 8' WIDE. TYPICAL PT DOOR BUCK DETAIL' N.T.S. TYPICAL TRUSS TO CMU DETAIL N.T.S. TYPICAL CMU BEAM DETAIL INSIDE CORNER TRANSITION LIABILITY NOTE THIS IS THE PROPERTY OF GOC ARCHITECTS- ENGINEERS,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 STD.90 DEGREE ANGLE 3500 P,s.L CONC. NOTE: REQUEST. W/1#5 DIA.REBAR MIN.LAP 30"(ACI 530) PRECAST LINTEL TIE-BEAM SCALES AS STATED HEREIN ARE FOR STRAPS MAYBE REFERENCE ONLYAS NORMAL INSTALLED 8X12 CONCRETE TIE COLUMN W/(4)#5 REBAR AND#3 HOOPS AT 12"O.C.VERT.(FIEFER TO CMU!BEAM REPRODUCTION PROCESSES MAY ALTER THE STRAIGHT OR WRAPPED ACCURACY OF ORIGINAL DRAWINGS. PLAN FOR LOCATIONS) OVER TRUSS 8XI 2 CONCRETE TIE BEAM W1(4)#6 REBAR PLAN FOR LOCATIONS) 0 BE 6" ALLTRUSSES TO BE 7� ISOLATED FROM CMU 3500 PSI PUMP MIX(REFER TO ---AND#3 HOOPS AT12"O.C.VERT.(FIEFER TO CM U!BEAM NOTE: TAPCONS T FROM ENDS FASTENING #7 VERTICAL REBAR IN OF WINDOW TO BUCK .... .. CMU AND BEAM PLAN FOR RESP. VERTICAL REBAR PLACEMENT) cn OF WINDOW MANUFACTURER IX 36"X 36"X 45"CORNER BAR(TYP) HETA16 TSS % F HETA16 Ilk (AAl, 8'A4iN o Z ____G FOR TIE CO '141 FASTEN PT 2X NAILER TO MAS. JOHN H. CRESWELL PE#40940/COA#30250 C: (863) 467-1111 t�a E:john@gdcflorida.com #5 REBAR IMIN) REVISION 61O.0 44A X IF DOUBLE 2X NAILER USED, (T yp) USE 1/4"X 4'TAPCONS. -lX A SEE OTHER NOTE FOR SPACING REQUIRED FASTEN PT 2X NAILER TO MAS. #7 REBAR CONT.IN 3500 PSI Pump mix(,ryp) FOUNDATION INDICATES FILLED CELL FROM FOOTING TO ATTACHMENT REQUIREMENTS g4 #5 CORNER REBAR W/30"MIN.OVERLAP BEAM W1 1#5 BAR MIN.LAP 30-(ACI 530) SIZE TAPCONS SPACING ROWS #5 VERTICAL FOOTING RE13AR @ V-0-O.C.UNLESS SPECIFIED 2 x 4 3/16"X 3" 12"O.C. 1 OTHERWISE ON CMUIBEAM PLAN WRITTEN DIMENSIONS ON 2 x 6 3/16"X 3" 12"O�C. 2 THESE DOCUMENTS SHALL 2 x 8 3/16"X 3" 12"O_G_ 2 TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. DRAWN BY B.S. & K.W. CHECKED BY J.H.C. DATE 10/18/2021 SHEET in 2 T%Y& mpmw& I CA L IftV01 A sO% OOR& N Rlys C uAow& N laNs E CT 10 N ruw& ETA I L%j 6-503 1. 7�* 4 r...4 SD01 - IMPORTANT NOTES SD02 FASTENERS SD03 - LUS JOIST HANGERS ARCHITECTS - ---- --------- - ----------- ___------------------- - ENGINEERS 1. OUTDOOR ENVIRONMENTS ARE GENERALLY MORE CORROSIVE TO STEEL.IF YOU CHOOSE TO USE ZMAX®OR HDG FINISH OR STAINLESS STEEL MATERiALON AN OUTDOOR PROJECT,YOU SHOULD PERIODICALLY INSPECT YOUR j COA#30250,AA#26003565 FASTENING IDENTIFICATION #' "' 502 NW 2ND STREET,OKEECHOBEE, CONNECTORS AND FASTENERS OR HAVE A PROFESSIONAL INSPECTION PERFORMED.REGULAR MAINTENANCE,INCLUDING WATER-PROOFING OF THE WOOD USED 1N YOUR OUTDOOR PROJECT IS ALSO A GOOD PRACTICE. i It .t t cR� 1 0 ;." ,FaRzus FASTENER NOTES: n^� do +T"^ o+ + y+ y" I ,-,ns'FOR3xs^N°a,cs -LUS HANGERS INSTALL WITH DOUBLE SHEAR NAILING. FLORIDA 34972 2. COATINGS AVAILABLE: o yoo+ + a + +" ao �s s ',>' _ T- IP V 1 R A TM A T TAL B TH I E .TH E PR D CTS RE UIRE HOT-DIP GALVANIZED FASTENERS FASTENERS WHICH MEET a' a 5° 5° e° s° ,; "{; " FOR INSTALLATIONS INTO SINGLE 2X HEADERS OR LEDGERS, P:(863)467 1111 2.1 ZMAX GALVANIZED(G185)1.85 OZ.OF ZINC PER SQUARE FOOT OF SURFACE AREA.(HOT-DIP D GAL AN ZED PE S 653 0 O SDS) ES O U Q ( 1. 7 I �; I THE SPECIFICATIONS OF ASTM A153). °t__ IL ;, ,;:,• USE THE SPECIFIED FULL LENGTH FASTENERS INTO THE JOIST F:(772)872-5121 �" '_ { rt;, AND THE FOLLOWING FASTENERS INTO HEADER FOR REDUCED 1 2.2 HOG-HOT DIP GALVANIZED:PRODUCTS ARE HOT-DIP GALVANIZED AFTER FABRICATION(14 GA.AND THICKER).THE COATING WEIGHT INCREASES WITH MATERIALS THICKNESS,THE MINIMUM SPECIFIED COATING WEIGHT IS 2.0 OZ.PER ROUND H WWW.GDCFLORIDA.COM SQUARE FOOT.(PER ASTM A123 TOTAL BOTH SIDES).THESE PRODUCTS REQUIRE HOT-DIP GALVANIZED FASTENERS(FASTENERS WHICH MEET THE SPECIFICATIONS OF ASTM A153). ou D HOLES OBOUND HOLES HEXAGONAL HOLES TRIANGULAR HOLES DIAMOND HOLES LOADS IN ACCORDANCE WITH WWW.STRONGTIE.COM: PURPOSE:TO FASTEN PURPOSE.TO MAKE PURPOSE:TO FASTEN PURPOSE:TO INCREASE PURPOSE:TO .5- 1ODXX11/2 NAILS FOR INSTALLATIONS WITH NAILS 2.3 SS-STAINLESS STEEL CONNECTORS ARE MANUFACTURED FROM TYPE 316L STAINLESS STEEL,AND PROVIDE GREATER DURABILITY AGAINST CORROSION.STAINLESS-STEEL NAILS ARE REQUIRED WITH STAINLESS-STEEL PRODUCTS, ACONNECTOR. FASTENING CONNECTOR TO ACONNECFOR'S TEMPORARILY FASTEN ----- FILLREQUIREMENTS: CONNECTOR INA CONCRETE OR MASONRY. MAX STRENGTH. ACONNECTORTO AND ARE AVAILABLE FROM SIMPSON STRONG-TIE. ALWAYSFILL,UNLESS TIGHT LOCATION FILL REQUIREMENTS: FILL REQUIREMENTS: MAKE INSTALLING SD#9X1 1/Z FOR LUS2$Z AND LUS2IOZ INSTALLATIONS WITH 1 3. WHEN USING STAINLESS STEEL CONNECTORS,USE STAINLESS STEEL FASTENERS.WHEN APPLICATIONS ALLOW THE USE OF ZMAX/HDG GALVANIZED CONNECTORS,USE HOG FASTENERS THAT MEET THE SPECIFICATIONS OF ASTM A153 OR 7-7J __ - 1• NOTEDO HERWISE. EASIER. AUNAYSFILLwHEN WHENTHEDESIGNER EASIER SO SCREWS. _I FILL REQUIREMENT: FASTENING SPECIFIES MAX NAILING. FILL REQUIREMENTS: TYPIcu.luszez -SD#10xl 1/2 FOR LUS26 2Z AND LUS210 2Z INSTALLATIONS I EQUIVALENT COATING OFFERED ON SIMPSON STRONG-TIE FASTENERS. I--►I, I"f- a warsFlu. CONNECTOR TO NONE. LDS 0.161' 0-,48' 0.13,• 0.731• CONCRETE OR MASONRY. INSTALLATION WITH SO SCREWS. 4. DUE TO MANY VARIABLES INVOLVED WITH OUTDOOR CONSTRUCTION,SIMPSON STRONG-TiE CANNOT PROVIDE ESTIMATE50N SERVICE LIFE OF CONNECTORS,ANCHORS,OR FASTENERS SHOWN. , 5. TO OBTAIN OPTIMAL PERFORMANCE FROM SIMPSON STRONG-TIE PRODUCTS,THE PRODUCTS MUST BE INSTALLED PROPERLYAND USED IN ACCORDANCE WITH THE NEW INSTALLATION INSTRUCTIONS AND DESIGN LIMITS PROVIDE BY SIMPSON I z-,rr�_- 1 II-,}----- 1' \ STRONG-TIE R �► --►i f _ I L - - -------- ...---- ------ - • I'll I FASTENERS 6. ALL INSTALLATION NOTES AND GUIDELINES WITHIN THE CURRENT WOOD CONSTRUCTION CONNECTORS CATALOG SHALL APPLY FOR THE CONNECTORS,ANCHORS,AND FASTENERS SHOWN. 31 0.1sI" 0.162" 0.131' D131• D.zs• I DIMENSIONS(IN.) -------- I MODEL NO. NAILS SD SCREWS 7. SIMPSON STRONG-TIE RESERVES THE RIGHT TO CHANGE THE SPECIFICATION,DESIGN AND MODELS SHOWN WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES. I - �- - --- - ----- ---- 3-vr+_-_ 1 014B" I W H B EADERII JOIST HEADER JOIST $. SIMPSON STRONG-TIE DOES NOT GUARANTEE THE PERFORMANCE OR SAFETY OF PRODUCTS THATARE MODIFIED,IMPROPERLY INSTALLED OR NOT USED IN ACCORDANCE WITH THE DESIGN. --- -_ - _ __ __ __ _ ___ _____ __ 9. ALL REFERENCES TO BOLTS OR MACHINE BOLTS(MB)ARE STRUCTURAL QUALITY THROUGH BOLTS(NOT LAG SCREWS OR CARRIAGE BOLTS)EQUAL TO OR BETTER ASTM A307,GRADE A.BOLT HOLES SHALL BEAT LEAST A MINIMUM FASTENER NOTES: F o.rsr j PILOT LUS26Z 1 9/16 43/4 1 3/4 4-10d 4 tOd � OF 1/32"AND NO MORE THAN A MAXIMUM OF 1/16"LARGER THAN THE BOLT DIAMETER PER 2005 NDS SECTION 11.1.2. THE SPECIFIED QUANTITY,TYPE AND SIZE OF I HOLE ' r LUS28Z 1 9116 6 5/8 t 3/4 &lW l 4-10d 6-SD#9x2 1/2 4SD#9x2 l/21 10. UNLESS NOTED OTHERWISE,ALL REFERENCES TO STANDARD CUT WASHERS REFER TO TYPE A PLAIN WASHERS(W)CONFORMING TO THE DIMENSIONS SHOWN IN ASME B 18.22.1 FOR THE APPROPRIATE ROD SIZES. FASTENER MUST BE INSTALLED IN THE CORRECT �---- -__.------.-"- 11. UNLESS STATED OTHERWISE,SiMPSON STRONG TIE CONNOT AND DOES NOT MAKE ANY REPRESENTATION REGARDING THE SUITABILITY OF USE OR LOAD-CAPACITIES OF CONNECTORS INSTALLED WITH IMPROPER HOLES ON THE CONNECTOR TO ACHIEVE PUBLISHED SPEED PBONGS DOME NAILING DOUBLE SHEARNAMNIG PILOT HOLES 1 LUS21nZ 1 9(16 1 7 13116 1 3A - B Ind I a toa 8-SD#912 t!2 4-SO#9x2112 I USED TO TEMPORARILY THIS FEATUREGUIDES THE THE NAIL IS INSTALLEDIN THE JOIST TOOLING HOLES FOR -------- -- - -- FASTENERS. LOADS,INCORRECT FASTENER SELECTION OR POSrrJDN ANDSECURE NAIL INTOTHE JOIST AND AND HEADER,DISTRIBUTING THE LOAD MANUFACTURING I LUS26-2Z 31/8 tI 4718 2 4-16d 4-16d D#lOx21(2 SD#tOx2112 TREMOR FOR HEADER ATA 45 ANGLE. THflOUGN TWO POINTS ON EACHJOIST PURPOSE$-NO - L_. INSTALLATION CAN COMPROMISE CONNECTOR EASIERANDFASTER NAIL FOR GREATER STRENGTH. FASTENERS REQUIRED. L_____2Z 3t!8 9 2 8-16d 16-16d 8-SD#10x21/2 SD#1--- --- INSTA INSTALLATION.i* L1A I PERFORMANCE AND COULD LEAD TO FAILURE _--___ _ L_ -�-)-_ ______� NOT ALL DETAILS SUPPLIED WILL BE IN USED,ALL DETAILS ARE NOT TO BE SCALED,ONLY USE AS REFERENCE. I � ' >0 `o_ - ----- - -- _ - _ - r - ---- --- --- - N I SD04 - LUC, TUC JOIST HANGERS I SD05 - SURAUL 450 SKEWED JOIST HANGERS SQ06 - LS FRAMING ANGLES SPIN - LSU, LSSU ADJUSTABLE JOIST HANGERS v p --__ -------- -- ---------------------- _-- --------- - __.__------ -_ -- ----- - ---- ---- INSTALLATION: c' -FOR HUC INSTALLATIONS,MODELS HAVE TRIANGLE AND I A - Q `� O ROUND HOLES.TO ACHIEVE MAXIMUM LOADS,FILL BOTH INSTALLATION: THE JOIST MAY BE SQUARE CUT � ROUND AND TRIANGLE HOLES(FASTENERS QUANTITIES ( - OR BEVEL CUT. LISTED FILL BOTH HOLESIIIIIIIIIIIIIIIIIIIII ) INSTALLATION: OR HANGERS WILL _ I I, -FOR INSTALLATIONS INTO SINGLE 2X HEADERS OR LEADGERS, FOLLOW 3-STEP INSTALLATION SEQUENCE /',,, Ire U f r H NORMALLY ACCOMMODATE A 40° 1' ! JOIST AND FOLLOWING FASTENERS INTO THE HEADER j I FOR SKEWED OR SLOPED/SKEWED 'NxA'ws� Q FOR REDUCED LOADS IN ACCORDANCE WITH i I TO 50'SKEW. I F.IrTO,3s ADJUSTABLE n FLANGE CD ,°: I t APPLICATIONS. Act (� W W W.STRONGTI E.COM BEND ONE TIME ONL'i # ANGLE C7 i , -DO NOT SUBSTITUTE 10DX1 1/2 NAILS FOR W. Y 41111w^ _ 10Dx1 1/2 NAILS FOR INSTALLATIONS WITH NAILS -i I � _ " FACE NAILS. () -I 4 TYPICAL HU UCSIMILA unaN SD#9x1 1/2 FOR LUC26Z AND LUC210Z INSTALLATIONS sA °\ '° I T \ 11 O I co LUO (LUC SIMILAR) WITH SD SCREWS Gay I _ \ �._ 1 m W �. ! 0',"T TO SEE AN INSTALLATION VIDEO ON THIS I " �� 1' � � O ---- ---- -:- - PRODUCT,VISIT WWW.STRONTIE.COM. 1� Q a 0 O --------� 0 am I FASTENERS I Ls LSTovvlEw TwIrnLLssDZlNsralJAnoN �,� 1;..:. ( _ DIMENSIONS I- -- .. _._ -----� SULSKEWF.D I.EFi HANGER TYAK,AL SUR � SLOPE TO MODEL NO, I NAILS --- SDSCREWB (BORE EDLETKEWED RIGHT) ITYPICALSUN 4S 3/Ir uv oa oowN. 11 -- - W H B HEADER HEADER I JOIST Lssurtoz - "', I I to (If -- - - - - --- -- --1 ) INSTALLATION: 0 1 ._-__-_ -_ _._ ------- DIMENSIONS(tN) �-FASTENERS x0 t_ O O N -FIELD SKEWABLE;BEND ONE TIME O ~ O � d c\I LUC26Z 1 9/16 4 3/4 1 314 6-10d -10dxl 1! 6-SD#9x2 1/2 4• t1#9x1 1/2 MODEL NO. JOIST SIZE I-- ----- - T fV !.1_ M N .. _._ -- --...._- _ ---t- ----" ? H B Al A2 HEADER 1015T 1 MODEL NO., L(IN) T FASTENERS ONLY. DIMENSIONS(IN.) FASTENERS P 1: STEP 2• STEP 3• ----- ------ 5 LUC210Z 19/16 73!4 13!4 1O-1 Od -tOdx11/T 1_ 1k9x2 tl21___ #9x11/2 W SKEW HANG RTO ^ --_.--,--_ !- - --..-_-. _-_ _-- --_.-- _ ��-�_�-_� __- MODEL NO. _-_.-. _._____ _ NAIL HANG EMBER,R TO PE-CUT BENDO OTHER 3J5 CARRYING GMEM ER,AC v/ � 1L- W C - --- - } -- JOIST MUST BE CONSTRAINED-- - _,.- INSTAL NGHE SEATR, BEND OTHER FLANGE BACK CARRYING MEMBER,ACUTE HUC26-2Z 3118 5318 21/2 12-16d 6-10d - SURlL262 2x6,8 19/16 I 5 2 11l8 15/16 6-16d 6-10dxi 1/2 LS30Z 133l8 6-tOd W T H A HEADERI JOIST IRSTALUNG SEAT NAILFIRST. AGAINST ROTATION ALONG EETST EOFSLOTS TO NOTE a O J E SIDE FIRST(SEE __-_. ____.._ _ _____-__ --- ---- - - SKEWED INSTALLATION UNTIL IT MEETS THE HEADER. FOOTNOTE S).INSTALL NAILS W I 1 __ ____ __._ _ '-"'"_'" I INSTALL JOIST NAILS AT 453/fi^ HUC26-2Z 31/8 7 21/2 14-i6d 6-10d - - SURlL210Z 2X10 12 1 9/16 8118 2 7 178 1 5/16 10-16d 10-19dX1 1/2 LS502 47/$ $-10d EXAMPLE,WITH SOLID BLOCKING) L$U26Z 1 9/16 47/8 1 1/2 6-10d 5-10dX1 112 REND ONETIME ONLY. ATANANGLE. w 1"- L1J --- -- - --- - - --- WHEN USING A SINGLE 15 PER I --� ----} - ANGLE. 1- t V 0 SUR/L210-2Z (2)2x10,12 3 118 8 11/16 2 518 1 7/16 2 3/8 14-16d 6.16dx2 l/2 LS702 6 3/8 10-10d I LSSU21OZ 1 9116 8 112 1 5/8 10-10_ 7-1odxl 1/2 0 V m W L --- ----- ------------------------------------. -------- __ , -------------''--,-�,----------,-----------------�------ I-,---1_-1 I _1 ______ ________ ____ ___ _________ _____________-------_____ � ____ ------------- _________1--------- ____ ________________ - - -_-"- _-,-_1 -�1-1-__----------------- I I I_______,- - -------___ __ ----,------- - __ ______]_ --_ - �_- CONNECTION. --1 1-, --�� Q ~ - I 1 t J1 v2 t8-1sd to-1oa - HUC210-2Z 3 /8 8 3 6 2 I t� N Q - 0W0Lu � a O --.__ -- ----- -- I----------- ------ ---------- -_----- SD08 -ABA, ABU POST BASS SD09 - PBS POST BASES F--------------- SD10 - CBSQ POST BASES SD11 BC, BCS POST BASES I SD12 -AC, LPC, LCE POST CAPS °- �. ____ -_ _____- - _-.___--- __-_ L.__.. __ ._ _ ____. _...._ __ _ -__--- _ __- I _-_----____-- --_-.___ -_---____- _- - -- -- _-_ - --- ---------_.__ --- - ---- - ------:-._ .. _._--- __ ---- -- -- - ---- _ _._ -- __. ..._ --- - --- ------ - - - ------ -- ------- ____� I I I INSTALLATION: I INSTALLATION: INSTALLATION: I INSTALLATION: �� L INSTALLATION: -ABA,ABU-FOR PRE-POUR INSTALLED -EMBED INTO WET CONCRETE UP TO THE INSTALL SIMPSON STRONG-TIE SOS -BCS:INSTALL DOME NAILS � INSTALL IN PAIRS. wasHER 00 ANCHORS.FOR SIMPSON STRONG-TIE BOTTOM OF THE 1"STANDOFF BASE PLATE. W, � - ".. 1/4"x2"WOOD SCREWS,WHICH ON BEAM;DRIVE NAILS AT __,__ -_ -FOR LCE4Z INSTALLATIONS NT-0MRFo- EPDXY OR MECHANICAL ANCHORS, A 2"MINIUM SIDE COVER IS REQUIRED TO ARE PROVIDED WITH THE COLUMN . W, AN ANGLE THROUGH THE 6 n �" ON MITERED CORNER , SELECT AND INSTALL IN ACCORDANCE ,4, OBTAIN THE FULL LOAD.HOLES IN THE W BASE,WITH A 3/8"HEX HEAD DRIVER. � BEAM INTO THE POST BELOW I T CONDITIONS,REFER TO i WITH WWW.STRONGTIE.COM. BOTTOM OF THE STRAPS ALLOW FOR FREE sMN. (LAG SCREWS WILL NOT ACHIEVE THE BC:DO NOT INSTALL BOLTS - sPa x _ , WWW.STRONGTIE.COM .L C SIDE CAW32 a. - I xi I -PRODUCTS REQUIRE WASHERS 4` CONCRETE FLOW. SAME LOAD.) INTO PILOT HOLES. � .� FOR MORE INFORMATION.T '-`, BETWEEN THE NUT AND THE BASE. < -ALLOW CONCRETE TO CURE BEFORE J" -ALLOW CONCRETE TO CURE BEFORE ` '' ISSUED FOR , v 1 INSTALLATION OF THE POST. I . ` INSTALLATION OF THE HTE POST. } 1111 , _- �'"� WASHERS ARE SUPPLIED WITH THE ,, }� A6A44Z ABU BUT NOT THE ABA,WHICH I 1I I -FOR FULL LOADS,A MINIMUM OF 3" i W �� k y : MUMZ TYPICALABAIISTALLATIOR REQUIRES A STANDARD CUT WASHER. I I L •� 1 '� :; SIDE COVER SHALL BE PROVIDED. - '. �vta• PERMIT (ABU sxrLAR) rMR I � ;x I:, I AC LPCZ TYPICAL LCE4Z -----T- 'C INSTALLATION DIMENSIONS(IN.) POSTFASTENERS swE Cor�L _ I ALI11TION MODEL POST -_ ANCHOR MACHU rvPK=aL CBSDae �.�-- __ __ _ _ TYPICAL CBSQ INSTALLATION - -.-. NO. SIZE yy L H HB DIA' NAILS SD SCREWS BOLTS flcs TYPICAL(BC WSTRLLATION - - -_ DIM (BC SIMILAR) (ec SIMILAR) N$ NS(IN.) FASTENERS QTY. DIA._I I --- ____.----- --- MODEL NO. I��NAILS SD SCREWS -__ - _..__ __. - -___ - _....._.I TYPICAL PRS DIMENSIONS(IN.) W L I- _ __ __ ____ FASTENERS ABA442 4x 9 6 3t18 31J16 - 1l2 6-10d 6SQ#9xi 1/2, - _.__. _____..____ -- ----- -I - - - _-- ---- ------ -_-. MODEL NO. ( POST -W1 W2 D H NUMBER OF NAILS SDS SCREWS _ _ T_ - I - SIZE SDS SCREWS - 1 BEAM I POST BEAM POST -f __-_____. MODEL NO. I I ABU44Z 4x4 39/16 3 51/2 13J4 5/8 12-16d12SD#10x11YZ 2 1/2 11 �-- --_t-___..___� ---.� ___q.. . Wl W2 L1�L2 H1 H2 ---- -- "---'-"- AC4Z 39/l6� 14-16d 14-i6d �14SD#10x11/2 14SD#10xl1/2 LIABILITY NOTE ___ -(___ -__. __.__ .__..__. _..__. DIMENSIONS(IN.) POST FASTENERS CBSQ44SDS2HDG 4x4 3 9/16 3 1/2 7 1/8 8 3/8 14-SDS 1/4"x2 (ABA462 4x6 3 9/16 5 3/165 8-16d 8SD#tOxt 1 - I ------------- ------7 i 1 BEAM POST BEAM POST - --- I FLANGE FLANGE I ._--- --� - �- --4-- ------ T ----- -------+----- - ---- ---� FLANGE FLANGE AC6Z 5 1!2 8 112 14 16d 14-16d 14-SD#10xl l/2 14-SD#10xt l/2 THIS iS THE PROPERTY OF GOC ARCHITECTS- -_-___ - -_.____ __...-�.___ ____ -_.-_-�. .-_ MODEL NO. I MACHINE C85Q46SDS2HOG 4x6 3 9/16 5 5116 7 13/16 8 11116 14-SDS 1(4"x2" I .------ - ----._..._ .____._. ._.----_ _____-____-_ 1 1 - - 1 BOLTS _-- - - - - .-_.-------- - - ----------- -{ ----_ -._------t-----.---- AI BU46Z 4x6 3 9/16 5 1 .2_ - 518 12 16d 2 1/2 W L H HB NAILS 1 SO SCREWST �-___ ._____�_.__- -- �- BC4Z 3 9116 3 9116 2 718 2 7/8 3 3 6-16d 6.16d 6SD#10x1 112 6SD#10xi 1/2 - --- - __-'--- ENGINEERS,LLC AND IS NOT TO BE Ir__ __ _ ___ __ __�_ _ _-__ ____i QJ -DIA. CBSQ66-SDS2HDG 6x6 5 112 5 1/2 671514 14-SDS 1/4"x2" --___. --- --_- -- --------- ------ -- 1 LPC4Z 3 9/16 3 U 8 tOd 8-SD#9xl 1/2 8-SD#9xl 112 REPRODUCED OR COPIED IN WHOLE OR IN ABA66Z 6x6 5 1/2 5 114 3 118 t - 518 8-16d 8-SD#1 Oxl 112 - i �_ -_ ___. __-_-_ ______ � _ _ - _ ..____.__.-� BC6Z 5 1!2 5 1!2 4 3J8 4 3!8 3 3!8 3 3/8 12-16d 12-16d -__.-_ ____ ___ ______._- - - _ ----- - -- --- -- ---- PBS44AHDG 1 3 9116 3 112 6 1/1� 3 7/16 14-16d14-$D#loxl 1rz 2 11z ( ---CS2- -/16--�-1Od -- LPcsZ 59i1s 5v2 t1-tod B-tod _ _ PART.(T IS NOT TO BE USED ON ANY OTHER ------ � CBSQS6SDS2HDG 6x8 7 1/2 5 3/8 6 1/8 8 11l16 12-SDS 1/4'x2"ABU66Z 6x6 5 1/2 5 61/16 13141 5J8 12-16d 2 r BCS2-2/4Z 3 1f8 3 9/16 2 7/8 2 7!8 151161 15/16 8-t Od 6 10d 8-SD#9xt-1/2 6SD#9x1-1J2__._-_-- -_- __._._-..-_ . ---__-- __-- __.___.-_- _._---. __ .- __ _-___ _ -_.__._-.. _----------.._ ---- -- - - - ------- -----__ PROJECTANDISTOBERETURNEDUPON - I- -- -- - {I�ABU88Z 7 tl2 7 7 ! - 1 2-5/8 18-t6d - - PBS6 8 61/2 3 11/16 14-16d - - 2 1/2 CBSQ88SDS2HDG -, tix8 �-7 112 7 3/8 6 1/8�8 11116 12_SpS 114SL2° BCS2 3/6Z 4 5/8 5 9/16 4 3/8 2 7/8 3 5116 2 15/16 12-16d 6-16d - - �LCE4Z - 5 3/8 14-16d 10-16d 14SD#t0xl l/2 10-SD#10xl l/2 REQUEST. - --I---�� --- --- - (- - - - -- - - - ------- SCALES AS STATEDHEREIN ARE FOR ____.__- - .._-__- ___.._.___-- _ __-__- ___.._-.- _________ .-___..---- _.._._ -__. __._.____ .. ----------.----. I-__.__ --.__.---- .___- __ - -_- ___._..__ ____ __._ ___-.__.. ______.___-_. 1- -__.__ - -- _ --- _--.-__- __-- NC ONLYAS NORMAL REPRODUCTION PROCESSES MAYALTERTHE ACCURACY OF ORIGINAL DRAWINGS. - ----_.----------------- ---_____ ----- - - --- --- - - -- - ------ - -- -- ---- - ---------- ---- --_ __.------1 SD13 - PC, EPC POST CAPS SD14- CCQ. ECCQ POST CAPS I SD15 - CC, ECC POST CAPS SD16 - H HURRICANE TIES SD17 - LSC STAiR STRINGER CONNECTOR .._ -'° . L--- - _------------- ----,,------- --- ---------- ------- -------- - - -- ---- --- - -- ---- -- - -- --- ----- --- - __.3 q ---_-_-____ ___-__--_-- _-_ -____--_____. __--_- __ °F INSTALLATION: INSTALLATION: ti " ��- INSTALLATION: �f 15N6" - ---- .____. O 4 L _ `s_ �'� I 4 �'--- - INSTALLATION: FOR END CONDITION, w, L FOR END CONDITION, - FOR END CONDITION,SPECIFY ECC 1. - -^"`� I H1z-- � ' --- - -BEFORE FASTENING,POSITION L.%'� V`_I . , SPECIFY EPC 1 SPECIFY EPCCQ -r. BOLT HOLES SHALL BE A MINIMUM """ W "' s x �'"' 6'= `- THE STAIRSTRINGER WITH THE F.) USE ALL SPECIFIED .- INSTALLSIMPSON STRONG-TIE 1/32"TO A MAXIMUM 1/lb" DECK ;� .I I LSCZ ON THE CARRYING A.11 FASTENERS. � SDSD 1/4"X2 1/2"SCREWS, - LARGER THAN THE BOLT DIAMETER. � °: Hz" a 4 -Escz MEMBER TO VERIFY WHERE THE a; -DO NOT INSTALL BOLTS .. WHICH ARE PROVIDED WITH w 1 CONTACT ENGINEERED WOOD - Amp �qxv& INTO PILOT HOLES. I 4- ""I'll THE COLUMN CAP,WITH A 3J8" ( BEND SHOULD BE LOCATED. `>Tr'T OF ' �' MANUFACTURERS FOR m - HEX HEAD DRIVER.SDS ( CONNECTIONS THATARE NOT TABSON THE LSCZ MUST BE / I ". J � �� I4�� bys-�� POSITIONED TO THE INSIDE OF b W " I SCREWS INSTALL BEST WITH A THROUGH THE WIDE FACE I "k ti N .'' k i • THE STAIRS. 1 _��w L-I "1" LOW SPEED 1/2"DRILL I -- ! _ -BEAM DEPTH MUST BE AT LEAST AS 'c y ____ k ,/ +, f" -- - >, y ,: ccn EccQ TYPICACCQ BEAM DEPTH MUST BE A MINIMUM 7". " TALL AS HL .; / THE FASTENER THAT IS INSTALLED �• , ^• INSTANJAT70N I c } ' Z 7 z' , i STAIR :- INTO THE BOTTOM EDGE OF THE TYPICAL EPC __ -- � _ I•N'-••{-L TYPICAL H,z _s_va _ - -- - ++)r S�r� STRINGER MUST GO INTO THE T L STRINGER PC INSTALLATION 1 F I DIMENSIONS(IN.) NO OF �L� ANDHzsz I SECOND-TO-LAST HOLE. L. SDS 1/4 X2 1/2" i INSTALLATION H1Z L2.5z F� 7,M LS2 MODEL NO.(BEAM -r L1 SCREWS cc � �� i LSrZTYPICAL -A MINIMUM DISTANCE OF 3/4" -__- _._- -- --- i WITH W1 W2 H _..-__ ____ _ MEASURED FROM THE LOWEST DIMENSIONS(IN.) FASTENERS i - -I CCQ j ECCQ 1 BEAM POST 1 ..J DIMENSIONS(IN.) I MACHINE BOTLS , -�---- -�-- -------- -�-_I RIM-JOIST FASTENER TO THE __.._-1. ..._.,-. D SCREWS I �- I EAM - �- r FASTENERS EDGE OF THE RIM JOIST IS REQUIRED. MODEL POST _� � 1 CCQ3-6HDG 3 118 3 1/4.5 112 11 61/2 7 _ 14 MODEL NO. B = L BEAM I MODEL - NO. SIZE W1 W2 L1 L2 L3 NAIBEAM LS S BEAM - "-_" __.--- ---' WITH W1 W2 Ht DIA.--- - POST NAILS SD SCREWS ___-__-... _.-_______ - --. - _.__._ CCQ44HDG 4x 3 518 3 5/8 11 8 112 7 16 14 __-._ -. __._ __..._. - .,_.______ _______ ( -.-- 1 POST POST -EPC I 1 j I CC ECC I CCU ECC -N0. - -- - i T FASTENERS PC EPC PC EPC Q46HDG_ 4x 3 518 5 112 11 8 1/2 7 16 14 1 1 TO JOIST TO BEAM TO JOIST TO BEAM USE ALL SPECIFIED FASTENERS. r J I------ - ----�----- ------ --- I L I - -_-. CC3 1J4-4HDG 3 1/8 - 3 114 3 5/8 11 7 1!2 6 112 5/8 l 4 2 2 -�- 1 NAILS SO SCREWS 8-SD 12-SD 8SD .----_- -- ----- - _- ..---_--_-_. -- __.-.-_-__ ___.__-_. �.-_.__- __-- ___-+. H1Z 6-Bdxl 1/2,4-Sdxt 112 6-SD#9xl 1124SD#9xt 1/21 MODEL - - ------.._.__ _..__ -_- - PC44-16ZI 4x4 39l16 39/16 25/8 11 75/16 8-16d 12-16d 8-16d#10xl 1/2i#10xl 1/2#10x1112 CCQ48HDG 4x 35/8_-)-7112 11 81/2 7 I 16 14 CC3-1/4SHDG-31/8 3114 5112 11 71/2 61/2 518 4 2 2 1 ...-.-. ___......__ .-.....__- _.._. ___ NO. T �- -_.---- -._ - I ____ --__ _. _-__._. _--_-_-_-.__ ._____... -_--_-___- -_- -- -- -_ ._.---- STRINGER STRINGER III STRINGER STRINGER C' CQ66HD 6x �51t2 51/2 11 8112 7 16 14 I L 1 H2.SZ 5.8dxl 1/2 5-Bdxl 112 5SD#9xl 112 5-SC#9xt 1/2� RIM JOIST I�DE FACE NARROW FACET RIM JOIST WIDE FACE NARROW FACE 10H N H. CRESWELL PC46 16Z 4x6 3 9li6 5 7t2 2 518 13,9 1!4 8-16d 12-t6d 8-16d= - - _---.-,_G __.,_- __-„_ _- 5 CC44HOG 4x 3 5/8 3 5!8, 7 5 -- 4 (.5 2 1 2 ___ .__.-_�....____-__ ___..--...-.__ ___-.__--1 ___-, -_--,_--- -„_-,--,_-,__ _-.,---____- _ - ------� - - - -- --- I F - ---5---- --- - --- -- - i1 HBZ 15 10dxt 1/2I5-10dxl l/2 5-SD#9xl l/2 5SD#9xt 1/21 I 1 PE#40940/COA#30250 PC66-t 6 5 t/2 5 1/2 4 9/16 13!.9 114 e-16d 1 12-16d 1 8-16d ��, - i - CCQ68HDG 6x 5 1/2.i 7 112 11 8 112 1 7 1 14 CC66HDG 6x 5 112 5 1a 11 7 1/2 1 6 112 518 I 4 2�2 _.._ - LSCZ 8-10dxl 1/2,8-10dxl 1/2 1-10dx1 1/2 8SD#9x1 1/2 8SD#9x1 7/2 1-SD#9x1 1/2 - -L 1 - . - �--- --- -]-------I--� -- --- -- - 1--------____j_ _ _ --_ - --- - -- ------ --- ___ L --L__-----�_ 5 C: (863) 467-1111 - - - ___,__________________.1 � __- ------ ----- -- -,- ---- --------_-_-.-- .--- --- --- ------ 1 1---- ------ --------- ----- -- ---- _---- - ------- --- --------- ------ _ - __ -----_ ____-- --------_ --- -- -- -- --- --__---- -- - ---- E:jo n@ con a.com REVISION -------] [- I i SD18 -TA TREAD ANGLE SD19 -SDS SCREWS SD20 - D112Z DECK TENSION TIE I - - ---- - ___ - - - -- - - -- - - _- .__ - _ _-_ _--_ ------ ----- --- ------- _ ------- - - --- - I I _ { I I I j INSTALLATION: FLOOR SHEATHING -1NSTALLSIMPSONSTRONG-TIESDSWOODSCREWSWITHA3/8"HEX HEAD , DE( . ONc�IT JOIST - --- Y= I 7-1/2'MINIMIxA FROM TOP Of LEDGER AND BAND JOIST L -----j 7 //_' (TYP) WITH HOLDOWN _ I / _ DRIVER.SDS SCREWS INSTALLED BEST WITH A LOW SPEED HIGH TORQUE DRILL G I �' °" coNTlNuous FLASHING ,�"� 8 t14" 53.5 '° .-(PER CODE).NOT SHOWN _ -A STANDARD CUT WASHER(PROVIDED)MUST BE INSTALLED BETWEEN THE NUT r ur°wMETER ii . HOG rr,NxEaoeD ; ;,. _ -, .::., AND THE DTi2Z SEAT. L I I ♦ RM WTM NUT5-°"� ".• x Zsu 1 I E BOLT HOLES SHALL BE A MINIMUM 1/32"TO A MAXIMUM 1/16"LARGER THAN _ . AN,wASHERs WRITTEN DIMENSIONS ON 'z I THE BOLT DIAMETER. POST - 5 #. '; THESE DOCUMENTS SHALL -- .� - _ .. j INSTALLATION: I 1-11r MINIMUM � �'' � � TAKE PRECEDENCE OVER FROM BOTTOM ANSTALLSIMPSON STRONG-TIE %, y, _" _ INSTALLATION: °F LEDGER A"° SDS WOOD SCREWS WITH A 3J8" rasz R (TAIVZLENGTH=10-v4•) I BAND JOIST HEX HEAD DRIVER '^ r, '"°' R= ' -•-D'LTs ALL SCALED DIMENSIONS. -USE ALL SPECIFIED FASTENERS. i ROM ENo FOR DOUBLE 2x6 TREADS,INSTALL LEDGER ON-0EN ER SPACING SDS SCREWS INSTALL BEST WITH l _ 1 TAlOZ INVERTED WITH 45CREWS LOW SPEED 1/2"DRILL. __�SDS WOOD SCREWS .R INSTALLED INTO THE TREADS. PER DESIGNER k4 \ - DRAWN BY ra,¢ JOIST INVERTED 04SSTALLATION IOOR JOIST / I -I-- ( SDS LEDGER INSTALLATION I , r i. f BLOCKING) t (SOLID 2x Jo1ST OFL---� MODEL FASTENERS i 1rr°wMETER RIM "I ___-._-__..___.._____ .__. .-___.__ _'." 3 NQ. ------ _ CHECKED BY STRINGER TREAD -r--_T- ,t NUTS RODS --1 •� � � THREADED RO0.S WRH "-w_ CKED _--._..-_. ___.-__---- _-- -- --- THREAD LENGTH ------ " 1 TA9Z 3SDS 1/4"x1 tJ2• 2SDS t/4"x1 1!2" SIZE(IN.) MODEL NO. s°B SCREW �- , " -� ,// ' (IN') MODEL NO. CL ANCHOR DIA. FASTENERS �� { , , J.H.C. -- - -- ----- _ -� I � TA10Z 3-SOS 1/4"xl 1/2" 4-SDS 1/4"xl 1W I 1/4 x 31/2" SDS25312 2 114 ___ __ - -- --- -- -. -_.____- - •" _ i DTT2Z DTT2Z INSTALLED AS A LATERAL CONNECTOR DTTDTT2Z INSTALLED AS A LATERAL CONNECTOR FOR ---- -- -- __.-- _ _j -__. .-� -- _----- ._.--- - i ( DTT2Z t3116 112" BSDS l/4'k1 1/2" I 1 ( i FOR A DECK GUARDRAIL POST. A DECK-TO-HOUSE LATERAL LOAD CONNECTION. I DATE TAtOZ 4-SDS 1l4"x1 1!2" 3-SDS 1/4°xt 1/2" 1 f �-�114"x 5' SDS25500 2 3/4 I ___-------- - .___ _ _.-._ _____ .._.__._ ___________________________1 ------- ---J1 - -- ----� 10/1$/2021 SHEET - - - T"Y" P I CA L W u0m` 0 D Cu" N N E CT I 0 N uffim'A' ETA I LS S-504 "",".r � I L 11 "111` y"', P. ;,-11 t�� ,,,_� J I- J�i,,.-, L,-77 1, r c ELECTRICAL SPECIFICATIONS LIGHTING FIXTURE SCHEDULE ELECTRIC LEGEND ARCHITECTS - LAMPS --- --- - - ENGINEERS -- -------------------- - - - -- FANS DESCRIPTION VOLTAGE MOUNTING REMARKS 4 TELEPHONE OUTLET COA#30250,AA#26003565 PART 1 -GENERAL PART 3-EXECUTION TYPE WATT _ 502 NW 2ND STREET,OKEECHOBEE, 1 DATAOUTLET FLORIDA34972 A. THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL NEW ELECTRICAL WORK INDICATED. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.COLOR CODING OF CONDUCTORS SHALL BE AS FOLLOWS: DRAWINGS AND APPLICABLE SPECIFICATIONS IF A PROBLEM 1S ENCOUNTERED IN COMPLYING WITH THIS REQUIREMENT, CONTRACTOR SHALL P:(772)872-1111 NOTIFY THE ARCHITECT/ENGINEER AS SOON AS POSSIBLE AFTER DISCOVERY OF THE PROBLEM AND SHALL NOT PROCEED WITH THAT PORTION OF 1. 2081120 VOLTS, 3 PHASE, 4-WIRE SYSTEM: UNGROUNDED CONDUCTORS: 1 BLACK, 1 RED AND 1 BLUE. GROUNDED(NEUTRAL) CONDUCTOR; ® TELEVISION OUTLET F:(GDC LORID . THE WORK UNTIL ARCHITECT/ENGINEER HAS DIRECTED CORRECTIVE ACTION TO BE TAKEN. WHITE.GROUNDING CONDUCTORS SHALL BE GREEN. O CEILING FAN 65 120 FLUSH SEE OWNER FOR SPECIFICATIONS WWW.GDCFLORIDA.COM 2. 4801277 VOLT, 3-PHASE, 4-WIRE SYSTEM: UNGROUNDED CONDUCTORS: 1 BROWN, 1 YELLOW, AND i PURPLE. GROUNDED (NEUTRAL) ` 20 AMP SINGLE RECEPTACLE(NEMA 5-20R B. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BID AND FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING ELECTRICAL AND CONDUCTORS;GREY.GROUNDING CONDUCTORS SHALL BE GREEN. 20 AMP DUPLEX RECEPTACLE(NEMA 5-20R) COMMUNICATIONS INSTALLATIONAND MAKE PROVISIONS AS TO THE COST THEREOF. 3. BRANCH CIRCUIT WRING(#6 AND SMALLER)SHALL BE COLOR CODED BY CONTINUOUS INSULATION COLOR AND FEEDERS AND SERVICES(#4 -_ _ AND LARGER) SHALL BE CODED AT ALL JUNCTION OR PULL POINTS (EXCEPT LB'S OR LBO'S) USING COLOR MARKERS OR PLASTIC TAPE ` 20 AMP OUADRUPLEX RECEPTACLE(NEMA 5-20R) C.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE(AS ADOPTED BY THE AUTHORITY MANUFACTURED FOR THE PURPOSE. 240 V OUTLET HAVING JURISDICTION)AND ALL CODES AND ORDINANCES OF THE AUTHORITY HAVINGJURISDICTION.THE SPECIFICATION,CODES AND STANDARDS LISTED BELOW ARE UTILIZED IN THIS PROJECT B. WIRING METHODS: O CEILING FAN WITH LIGHTS LED 80 120 HANGING SEE OWNER FOR SPECIFICATIONS 20 AMP DUPLEX RECEPTACLE(NEMA 5-20R),RECESS FLOOR 1.NATIONAL ELECTRICAL CODE(NFPA-70) 1. ALL CONDUCTORS SHALL BE INSTALLED IN ELECTRICAL METALLIC TUBING (EMT) UNLESS OTHERWISE NOTED, SPECIFIED OR AS SPECIFICALLY � MOUNTED,PROVIDE BRASS COVER PLATE AND CARPET 2.CODE FOR SAFETY TO LIFE(NFN FPA-7 PROHIBITED BY THE AUTHORITY HAVING JURISDICTION.ALL FITTINGS AND COUPLINGS FOR EMT CONDUIT SHALL BE ALL STEEL RAIN TIGHT YPE - - - '� FLANGE 3.STANDARD FOR THE INSTALLATION,MAINTENANCE AND USE OF LOCAL PROTECTIVE SIGNALING SYSTEMS(NFPA-72) OR ALL STEEL CONCRETE TIGHT SETSCREW TYPE. LAMPS 20 AMP DUPLEX RECEPTACLE(NEMA 5-20R),CEILING MOUNTED 4.UNDERWRITERS'LABORATORIES(UL) 2. SCHEDULE 40 PVC CONDUIT, WITH FITTINGS AND COUPLINGS APPROPRIATE FOR THE USE, SHALL BE INSTALLED UNDERGROUND OR BELOW CEILING DESCRIPTION VOLTAGE MOUNTING REMARKS 5.NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION(NEMA) SLABS ON GRADE. LIGHTS TYPE WATT SPECIAL-PURPOSE RECEPTACLE 6.AMERICAN NATIONAL STANDARDS INSTITUTE(ANSI) 3. TYPE MC CABLE WITH ALUMINUM ARMOR AND INTERNAL GROUND IS ACCEPTABLE FOR USE AS GENERAL BRANCH CIRCUIT WIRING FOR 7.FEDERAL SPECIFICATION(FED.SPEC.) CIRCUITS 20 AMPERES OR LESS AND CONCEALED IN WALLS OR ABOVE SUSPENDED CEILING AND AS APPROVED BY THE AUTHORITY HAVING ® SPECIAL-PURPOSE RECEPTACLE MOUNTED BELOW RAISED 8.INSULATED POWER CABLE ENGINEERS ASSOCIATION(IPCEA) JURISDICTION. (CO) PENDANT LIGHT FIXTURE LED 10 120 HANGING SEE OWNER FOR SPECIFICATIONS FLOOR 9.FLORIDA BUILDING CODE. 7TH EDITION(2020) 6"CAN LIGHT LED 10 120 RECESS SEE OWNER FOR SPECIFICATIONS O 10.INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS(IEEE) C.ELECTRICAL SYSTEM SHALL BE COMPLETE AND EFFECTIVELY GROUNDED AS REQUIRED BY THE LATEST EDITION OF THE N.E.C.AND LOCAL CODES. ® - -_ ___ _-___ EXHAUST FAN 11.SL LUCIE COUNTY BUILDING CODE(AMENDMENTS TO FLORIDA BUILDING CODE 7TH EDITION(2020)) � 2"VAPOR PROOF CAN LIGHT LED 10 120 RECESS SEE OWNER FOR SPECIFICATIONS EXHAUST FAN WITH LIGHT 12.ADDITIONALLY, DESIGNS, WORK PRACTICES AND CONDITIONS MUST CONFORM WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 D.ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM _--- -- - -- --------------- - - -- (OSHA) SHALL BE FULLY OPERA TIVE AND ACCEPTED BY ENGINEER/ARCHITECTT, 011 6"VAPOR PROOF CAN LIGHT LED 10 120 RECESS SEE OWNER FOR SPECIFICATIONS SINGLE POLE,20 AMP SWITCH,MOUNT 46"A.F.F.TO Q D. DO NOT SCALE THE ELECTRICAL DRAWINGS REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT. E.ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. ® VENT FAN WITH LIGHT LED 40 120 FLUSH SEE OWNER FOR SPECIFICATIONS CENTERLINE OF THE SWITCH UNLESS OTHERWISE NOTED CONFIRM WITH OWNERS REPRESENTATIVE 3-WAY,20 AMP SWITCH,MOUNT 46"A.F.F.TO CENTERLINE lotF. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF POWER AND TELEPHONE COMPANIES, AND SHALL BE FULLY � " " �a E. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR 15 EXPECTED TO FURNISH AND COORDINATED WITH THEM PRIOR TO COMMENCEMENT OF WORK. 12 x 48 FLAT PANEL LIGHT LED 35 120 FLUSH SEE OWNER FOR SPECIFICATIONS OF THE SWITCH UNLESS OTHERWISE NOTED_ NE a 0 O INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN 4-WAY,20 AMP SWITCH,MOUNT 46"A.F.F.TO CENTERLINE Z 0 G.PROVIDE AND INSTAL!CONDUIT,CONDUCTORS,PULL WIRES,BOXES,COVER PLATES,AND WIRING DEVICES,FOR ALL OUTLETS AS INDICATED. OF THE SWITCH UNLESS OTHERWISE NOTED mi PROPER WORKING ORDER. 24"x 48"FLAT PANEL LIGHT LED 70 120 FLUSH SEE OWNER FOR SPECIFICATIONS > F. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM H. MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SUCH AS APPEAR ON THE UL LIST OF SINGLE POLE,20 AMP SWITCH,WITH DIMMER,MOUNT 46"A.F.F. 14 APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF NEC,NEMA,AND IECE. o TO CENTERLINE OF THE SWITCH UNLESS OTHERWISE NOTED J CD O DATE OF ACCEPTANCE. 12"x 24"FLAT PANEL LIGHT LED 35 120 FLUSH SEE OWNER FOR SPECIFICATIONS Y LJJ c� G. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY 1. CONTRACTOR SHALL SUBMIT AT LEAST FIVE (5) SETS OF SHOP DRAWINGS OR CUT SHEETS OF LIGHTING FIXTURES, SWITCHES, AND OTHER OCCUPANCY SWITCH,MOUNT 46"A.F.F.TO CENTERLINECD OTHER PHASE OF THE INSTALLATION WHICH MAYHAVEBEEN DAMAGED THERE BY, ELECTRICAL ITEMS FOR APPROVAL BYENGINEER/ARCHITECT _-- MD OF THE SWITCH UNLESS OTHERWISE NOTED Z ® ryW 0 CI_ Q o H.ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE J.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHINGREQUIRED OF HIS WORK Q TRACK LIGHT LED 70 120 FLUSH SEE OWNER FOR SPECIFICATIONS WALL MOUNTED DUAL TECHNOLOGY MOTION SENSOR Co WORK. K.ALL LAY-IN LIGHTING FIXTURES SHALL BESECURED TO THE SUSPENDED CEILING GRID ATEACH CORNER. O CEILING MOUNTED DUAL TECHNOLOGY MOTION SENSOR � II. Fj� � �CEILING LIGHT FIXTURE LED 15 120 FLUSH SEE OWNER FOR SPECIFICATIONS SHALL PAYFOR ALL PERMITS FEES INSPECTIONS AND TESTING.CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR O I.CONTRACTOR OII DISCONNECT/STARTER(SEE MECHANICAL/POWER PLAN) 0ti Q � M TO BEGINNING WORK OR ORDERING EQUIPMENT. L.CONTRACTOR SHALL COORDINATE WITH MECHANICAL DRAWINGS AND PROVIDE ALL NECESSARY CONTROL WIRING. -_ __ __ NLLLL- MN J.THE TERM"PROVIDE"USED W THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL MEAN THATTH£CONTRACTOR IS TO FURNISH,INSTALL M.ALL ELECTRICAL POWER WIRING FOR THE HVACSYSTEM INCLUDING WIRING THRU LINE VOLTAGECONTROL DEVICES SHALL BE THE RESPONSIBILITY CEILING LIGHT FIXTURE LED 15 120 FLUSH SEE OWNER FOR SPECIFICATIONS PANEL(SEE SCHEDULE FOR SIZE AND TYPE) uj u j W G AND CONNECT COMPLETE. OF THE ELECTRICAL CONTRACTOR. _____ COP) F" G W SUB PANEL(SEE SCHEDULE FOR SIZE AND TYPE) - < J jr N.CONDUCTORS FOR BRANCH CIRCUITS SHALL BE INCREASED FROM SIZES INDICATED ON PANEL SCHEDULES TO PREVENT VOLTAGEDROP EXCEEDING WALL LAMPS SMOKE DETECTOR C3 ~ V PART 2-PRODUCTS 3%AT THE FARTHEST DEVICE. LOADS FOR DETERMINING CONDUCTOR SIZE SHALL SE BASED ON ACTUAL CONNECTED LOAD OR 80%OF BREAKER DESCRIPTION --- VOLTAGE MOUNTING REMARKS G LIGHTS TYPE WATT A. MINIMUM WIRE SIZE SHALL BE #12 A.W.G. (EXCEPT AS NOTED OTHERWISE FOR CONTROL WIRING). ALL CONDUCTORS SHALL BE 98% SIZE,WHICHEVER IS GREATER CONTACT ENGINEER OF RECORD FOR ALL RUNS IN EXCESS OF 100 FT.FOR DETERMINATION OF WIRE SIZE.FOR BID _ _ _ O SMOKE DETECTOR,CO DETECTOR COMBO ~ O PURPOSES,INCREASE WIRE BYONE(1)WIRE SIZE FOR RUNS 100 FT. TO 200 FT.AND TWO(2)WIRE SIZES FOR RUNS OVER 200 FT CONDUCTIVITY,COPPER WITH"THHN-THWN"INSULATION UNLESS OTHERWISE NOTED. CARRIAGE LIGHT LED 15 120 SURFACE SEE OWNER FOR SPECIFICATIONS 0 W W .31 B.ELECTRICAL METALLIC TUBING(EMT)SHALL BE OF BEST QUALITY STEEL,SMOOTH INSIDE AND OUT AND SHALL BE HOT-DIPPED GALVANIZED. 0. FEEDER CONDUCTORS SHALL BE INCREASED FROM SIZES INDICATED ON RISER DIAGRAM TO PREVENT VOLTAGE DROP EXCEEDING 2%. LOADS FOR 3 BULB VANITY LIGHT LED 30 120 SURFACE SEE OWNER FOR SPECIFICATIONS METER MAIN COMBO(SEE SCHEDULE FOR SIZE AND TYPE) p DETERMINING CONDUCTOR SIZE SHALL BE BASED ON ACTUAL CONNECTED LOAD OR 80%OF BREAKER SIZE,WHICHEVER IS GREATER a O JUNCTION BOX I� . OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCCAST ALLOY WITO THREADED HUBS IN WET OR DAMP LOCATIONS AND SPECIAL POOL LIGHT LED 15 120 SURFACE SEE OWNER FOR SPECIFICATIONS CATIONS, Ix P. THE CONTRACTOR SHALL CONFIRM WITH THE ELECTRICAL UTILITY COMPANY ANY AND ALL REQUIREMENTS SUCH AS: METERING EQUIPMENT - -- d ENCLOSURES FOR OTHER CLASSIFIED AREAS. REQUIREMENTS AND METERING EQUIPMENT LOCATOOA( TRANSFORMER SIZE AND LOCATION OR SERVICE POINT, CONDUIT ENTRY AND LUG SIZE RESTRICTIONS.THE CONTRACTOR SHALL SCHEDULEALLREQUIRED DOWNTIME FOR THE OWNERS CONFIRMATION. ® WALL MOUNTED LIGHT LED 15 120 SURFACE SEE OWNER FOR SPECIFICATIONS *= GFCI-GROUND FAULT CIRCUIT INTERRUPT; D.RIGID NONMETALLIC CONDUIT SHALL BE SCHEDULE 40 PVC(UNDERGROUND)AND SCHEDULE 80 PVC(ABOVE GROUND). IG-ISOLATED GROUND; FLOOD LIGHT LED 20 120 SURFACE IR SCANNER SEE OWNER FOR SPECIFICATIONS_ AFCI-ARC FAULT CIRCUIT INTERRUPTER; E.ALL MATERIALS SHALL BE NEW AND BEAR UNDERWRITERS'LABELS WHERE APPLICABLE. Q.ANY CONFLICTS AND DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH ANY WORK. --- ---- - - _ _ _ S-INTEGRAL SWITCH; NO R.PER NEC 110.8(B)(3)ALL 15-AND 20-AMPERE,125-VOLTRECEPTACLES IN NO DWELLING-TYPE KITCHENS TO BE GFCI PROTECTED. NOTES: CO SUBSTITUTIONS TO THE LIGHT FIXTURE SCHEDULE WP-WEATHERPROOF; F.PANELBOARDS: CONTAINED IN THESE DOCUMENTS WILL BE CONSIDERED XP-EXPLOSIONPROOF; 1.CURRENT CARRYING BUSES SHALL BE COPPER.GROUND BUS BARS SHALL BE COPPER. S.ALL BRANCH CIRCUITS THAT SUPPtY120-VOLT,SINGLE-PHASE,15-AND 20-AMPERE OUTLETS INSTALLED IN KITCHEN,FAMILYROOMS,DINING 1. VERIFY CEILING TYPES PRIOR TO ORDERING FIXTURES. WITHOUT PRIOR REVIEW AND/OR APPROVAL BY THE GD-MULTIFUNCTION GARAGE DOOR SWITCH; 2.ALL CIRCUIT BREAKERS SHALL BE BOLTON.PLUG-IN BREAKERS ARE NOTACCEPTABLE ROOMS,LIVING ROOMS,PARLORS,LIBRARIES,DENS,BEDROOMS,SUNROOMS,RECREATIONS ROOMS,CLOSETS,HALLWAYS,LAUNDRYAREAS,AND 1.MOUNT ATT 6"ABOVE STAIR LANDING. DESIGNER AND ELECTRICAL ENGINEER ISSUED FOR re re SIMILAR ROOMS OR AREAS SHALL HAVEARC-FAULTCIRCUIT-INTERRUPTER PROTECTION IN ACCORDANCE WITH FBC 7TH EDITION(2020) 3.PROVIDE FIXTURE WITH ACCESSORY WIRE GUARD. 3.CIRCUIT BREAKERS USED AS SWITCHES IN FLUORESCENT OR HID LIGHTING CIRCUITS SHALL BE LISTED AND MARKED SWD RES.E3902.T6. 4.INSTALL FIXTURE ON SINGLE STEM ADJUSTABLE SWIVEL HANGERS WITH BOTTOM OF FIXTURE AT10'-0". PERMIT 4.ALL CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE HACR TYPE. S.PROVIDEALL FLUORESCENT FIXTURES THAT UTILIZE DOUBLE-ENDED LAMPS AND CONTAIN BALLAST'S WITH A 5.A.I.C.RATINGS SHALL BE AS INDICATED ON PANELBOARD SCHEDULES. T.PROVIDE A MIN.OF 36"CLEARANCE IN FRONT OFALL 120-208 VOLT PANELS AND MIN.42"CLEARANCE IN FRONT OF ANY 240-480 VOLT PANEL BUILT-IN MEANS TO DISCONNECT THE BALLAST FROM THE SOURCE OF SUPPLY. 6.ALL PANELBOARDS SHALL BE FURNISHED WITH PLASTIC LAMINATE NAMEPLATES WITH 114"ENGRAVED LETTERING FOR PANEL IDENTIFICATION. 7.ALL PANELBOARDS SHALL BE PROVIDED WITH TYPE-WRITTEN DIRECTORY OF BRANCH CIRCUIT DESIGNATIONS PROVIDE ADEQUATESIDE CLEARANCE PER NEC. 6. VERIFY BALLAST REQUIREMENTS FOR ALL FLUORESCENT FIXTURES.PROVIDE ELECTRONIC DIMMING BALLASTS FOR SPECIFIC FIXTURES INDICATED WITH DIMMER CONTROL, G.DISCONNECT SWITCHES SHALL BE H.P.RATED,HEAVY DUTY,QUICK-MAKE,QUICK-BREAK.ENCLOSURES SHALL BE NEMA-1 FOR INDOOR LOCATIONS - LIABILITY NEMA 3R FOR OUTDOOR LOCATIONS OR AS OTHERWISE NOTED. H.MOTOR STARTERSSHALL BE MANUAL OR MAGNETIC AS INDICATED ON THE ELECTRICAL DRAWINGS,WITH OVERLOAD RELAYS IN EACH PHASE. ___ -�_- _ ____ -___ _- THIS i5 THE PROPERTY Of GDC ARCHITECTS- ENGINEERS,LLC AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN 1.WIRING DEVICES(GENERAL PURPOSE RECEPTACLESAND WALL SWITCHES)COLOR SHALL BE COORDINATED WITH CLIENT. PART.IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED UPON ELECTRICAL RISER DIAGRAM REQUEST. SCALES AS STATEDHEREIN ARE FOR REFERENCE ONLY AS NORMAL REPRODUCTION PROCESSES MAY ALTER THE -- ---- - -- ACCURACY OF ORIGINAL DRAWINGS. UTILITY COMPANY POLE MOUNTED TRANSFORMER - f INTERIOR - - ELECTRICAL EXTERIOR OF BUILDING OF EXTERIOR OF BUILDING JJ BUILDING CERTIFICATION: EXISTING 1 1/2"SCHD 80, PER MY REVIEW THESE PLANS FOR TO "B" PANEL THE PROPOSED PLANS ARE IN W/(3)#3 & (1)#6 CONFORMANCE ELECTRICAL,ANID TH THE 202020 Q (RUN IN ATTIC) FLORIDA ENERGY EFFICIENCY CODE. -- - BY: EXISTING 200 AMP CONTRACTOR PRINTED NAME METER � EXISTING 80 AMP EXISTING EXTERIOR SIGNATURE 200 AMP RATED EXTERIOR SUB PANEL - - --- RATED PANEL "B" FLORIDA LICENSE NUMBER ------ - "All RESIDENTIAL SERVICE CALCULATIONS EXISTING SUPPLY BY FPL FROM - DESCRIPTION QUANTITY DEMAND(W) NON DEMAND(W) UNDERGROUND W/4" SHC.40 EXISTING 2" SCHD 80,TO REVISION "A" PANEL -GEN.LIGHTING(3XLIVING FT) 2400 7200 0N� W1(3)2/0& (1)# KITCHEN SMALL APLIANCE 2 3000 _ 0 (THRU BLOCK WALL) BATHROOM CIRCUIT 2 3000 0 -- --- _. ----- -- EXIST. LAUNDRY CIRCUIT 1 1500 0 #6 BARE DISHWASHER/DISPOSAL 1 1500 0 MICROWAVE 1 2000 0 ---- ---- - -- WRITTEN DIMENSIONS ON REFRIGERATOR 1 1500 0 _ _ THESE DOCUMENTS SHALL SPRINKLER PUMP 1 1800 0 G TAKE PRECEDENCE OVER ACU 1 0 7500 EXIST. ALL SCALED DIMENSIONS. #6 BARE TOTAL DEMAND: 21,500 W EXISTING DRAWN BY FIRST 10,000 @ 100%: 10,000 W & GROUND RODS TIED TO D.F.W. -4 REMAINDER @ 40%: 4,600 W STEEL REBAR CHECKED BY TOTALADJUSTED DEMAND: 14,600 W OR WATER PIPE S.M.K. TOTALNON DEMAND; 7,500 W TOTAL LOAD: 22,100 W NOTES: DATE 1 SCH 80 TO BE USED ABOVE GROUND OR FOR ANY PENETRATION TOTAL LOAD/240 V= 92 AMPS REQUIRED ��$IZOZ1 SHEET 410% " LATIONS L S R 1 �004 E R U Ab b" E E R A L l" J T E S'YR M b E-001 ,ARCH ITE+ TS IEN GIN EERS COA#30250,AA#26003565 502 NW 2ND STREET,OKEECHOBEE, FLORIDA 34972 P:(863)467-1111 F:(772)872-5121 WWW.GDCFLORIDA.COM / / ZZ Zt EXISTING ITO REMAIN (Zl _ x - - s / a w o 0 o 4 / / ,r �' i / / c�Zt co W Lo o / u's 0wcv I ; LL Li- 0 1-- 1-- a - Lu j �r �- d Lu U NLLJ W � LIJ I F -- ,. -r (L y� 0. - X t - ` gECEiVEt'D • EXISTING PANEL"A" -...1 POOL/WELL (I CC AMP) IvP_ ElQUIP-NIENT PAD vP �°vP G -� o vP wP i ' ISSUE® FOR 0 v 1 -c v I WP --------- PERMIT it l 0� �1 VP � I r � Q\�I ( V WP I LIABILI T Y NOTE y � WP ! THISISTHEPROPERTYOFGDCARCHITECTS- ,� ENGINEERS,LLC AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN / ( VP vP PART.IT IS MOTTO BEUSEDON ANY OTHER I I PROJECTAND ISTO BE RETURNED UPON REQUEST. SCALES AS STATED HEREIN ARE FOR r r Q � �vP VP REFERENCE ONLY AS NORMAL I REPRODUCTION PROCESSES MAY ALTER THE 66 o ACCURACY OF ORIGINAL DRAWINGS. I• l ! I � r ' VP ELECTRICAL n �-; CERTIFICATION: l VP S�VP fi�� ( PER MY REVIEW THESE PLANS FOR I THE PROPOSED PLANS ARE IN f CONFORMANCE WITH F.B.C.2020, ELECTRICAL,AND THE 2020 FLORIDA ENERGY EFFICIENCY CODE. � ,vP VP I t BY: i ` O P LIGHTING o CONTRACTOR PRINTED NAME CONTROL - r PANEL / SIGNATURE �vP FLORIDA LICENSE NUMBER - VP 5 I---------- .........------ - 6/ \J �JVP Zi REVISION VP 9vP oVPVP ! f STOVE i \ -r-�1 q 2"TV 42" -- -- ---- -... - ...------ -- --- --- _-- ----_---------------c-------------------------------------------------------.. ..... ..... .._-_-------------------- ------------------ EF(50 CFM MIN, TO VENT THRU — WALL) WRITTEN DIMENSIONS ON THESE DOCUMENTS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. ,!�01`� LIGHTING A ER PLANS RA Y 1 i SCALE: 1/4'' = T-0'' CHECKED B Y S.M.K. OA TE Aw 1/14/2022 SHEET LIGHTING AND POWER PLANS E- lol COPY ARCHITECTS ENGINEERS COA#30250,AA#26003565 502 NW 2ND STREET,OKEECHOBEE, FLORIDA 34972 P:(863)467-1111 F:(772)872-5121 WWW.GDCFLORIDA.COM i i i , i� i� i ; i z i / i EXISTING jT0 REIYlAINj 7-1 Q r i � i �r i n ' Q CD ui i J o Lo L? 46 o -i b C� N LL u- co tV LL i i Q ,' () 0- ' is i" ;' i � Lu < Lu u i a. L1J y EXISTING PANEL"A„ - / — POOL/WELL ( AMP 100 ) wp EQUIPMENT PAD PVP API Q,� ISSUED FOR PERMIT o - ovo WP j LIABILITY NOTE s WP I THIS IS THE PROPERTY OF GDC ARCHITECTS- � ENGINEERS,LLC AND IS NOT TO BE �, } w 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 —ovp REFERENCE ONLYAS NORMAL � REPRODUCTION PROCESSES MAY ALTER THE oo vp CVP ACCURACY OF ORIGINAL DRAWINGS. i ELECTRICAL CERTIFICATION: ow o ovP I PER MY REVIEW THESE PLANS FOR THE PROPOSED PLANS ARE IN / I CONFORMANCE WITH F.B.C.2020, - / ELECTRICAL,AND THE 2020 0 0 FLORIDA ENERGY EFFICIENCY CODE. �vP ovP ovP J / CONTRACTOR PRINTED NAME d� LIGHTING o - CONTROL I PANE:!_ ( SIGNATURE ow FLORIDA LICENSE NUMBER r�2ovp O / REVISION 00,i `hn� - vP °gym Am STOVE r 1 � WP WP ' TV — — — WRITTEN DIMENSIONS ON THESE DOCUMENTS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. - \ LI HTIN A L DRAWN BY ?� SCALE: 1J4" = 1-0" ®.F.W, CHECKED Y S.M.K. DATE 10/18/2021 SHEET GroJC PLUMBING NOTES FIXTURE NOTES SHOCK ARRESTOR SCHEDULE TWO-WAY CLEANOUT TO GF►ADE THRU SLAB DETAIL ARCHITECTS --- --- - - - ---- ---- ENGINEERS SCALE:N.T.S. 1.ALL WORKMANSHIP AND MATERIALSSHALL BE IN STRICT ACCORDANCE WITH 1. ALL FIXTURES SHALL COMPLY WITH TABLE 604.4 OF FBC 2020. P.D.I. DESIGNATION MANUF. & MODEL FIXTURE UNITS CONNECTION COA#30250,AA#26003565 FBC 7TH ED(2020),APPLICABLE LOCAL CODES,RULES AND ORDINANCES. 502 NW 2ND STREET,OKEECHOBEE, --- ----- -- ---- -- - FLORIDA 34972 2.ALL FIXTURE TRIM PACKAGESINCLUDING BUT NOT LIMITED TO P:(863)467 IIII 2.PLUMBING CONTRACTOR SHALL VISIT THEJOB SITEAND THOROUGHLY TRAP ANGLE STOP FLUSH VALE,SUPPLY TUBES,AND A -SIOUX CHIEF 652-A 1-11 - 1/2" F:(772)872-5121 FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. CLEANOUT COVER PLATES SMALL BE OF THE SAME FINISH AS W WW.GDCFLORIDA.COM THE ABOVE SPECIFIED FAUCFTAND PER ARCHITECTURAL FINISHED GRADE 3.ALL MATERIALSSHALL BE NEW. FINISH SCHEDULE. B SIOUX CHIEF 653-B 12-32 3/4" COUNTERSUNK 4.ALL WORK SHALL BE PERFORMED BYA LICENSED PLUMBING CONTRACTOR IN A 3.ALL FIXTURES SHALL BE ROUGHED IN PER MANUFACTURER CUT ---- CLEANOUT PLUG FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE SHEET TO MAINTAIN UNIFORMITY. FULLY OPERATIVE.ALL EXCAVATIONAND BACKFILL AS REQUIRED FOR THIS C SIOUX CHIEF 654-C 33-60 1" PHASE OF CONSTRUCTION SHALL BE A PART OF THIS CONTRACT - ----- _- --- -Ill IIIII�IIIII � ° D D o a IIIIII-IIIIII-IIIIII 5.REQUIRED INSURANCE SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR SIOUX CHIEF SHOCK ARRESTORS APPROVED FOR INSTALLATION WITH NO IIIII IIIIIIIIIII ° ° a IIIIII-IIIIII=IIIIII= FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR 1 HE ACCESS DOOR REQUIRED.CONFORMS TO ANSIIASCE 1010 STANDARDS. -IIIII IIIIII- =IIIIII IIIIII= DURATION OF THE WORK. _ 6. PLUMBING CONTRACTOR SHALL SECURE AND PAYFOR ALL PERMITS,FEES, PIPE SAME SIZE ----'CONCRETE PAD INSPECTION AND TESTS,PLUMBING CONTRACTOR TO OBTAINPERMITAND 'LUMBING LEGEND SLOPE OF HORIZONTAL 1 M A E PIPE APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING AS PIPE BEING EQUIPMENT. PLUMBING CONTRACTOR MUST BE PRESENT FOR ALL --- -- -__- _ -_- -- -- __ - - _ __-__ __ __ SERVICED OR 4" MAX. INSPECTIONS OF HIS WORK BY REGULATOR YAUTHORITIES. SANITARY SEWER PIPING SIZE (INCHES) MINIMUM SLOPE INCH PER FOOT 7.DRAWINGS ARE DIAGRAMMATIC DO NOT SCALE FOR THE EXACT LOCATION OF _-___--_ -_---__ TWO-WAY CLEANOUT PIPE FIXTURES,PIPING, EQUIPMENT ETC. VENT PIPING 2-112 OR LESS 1/4 TEE FITTING /'- SIZE AS SHOWN ON PLANS 8.ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID � DOMESTIC COLD WATER PIPING INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. REPORTANY DISCREPANCY TO ENGINEER/ARCHITECT PRIOR TO BEGINNING FLOW FLOW CONSTRUCTION. HOT WATER PIPING 3 TO 6 1/8 < V Q 9. VERIFY LOCATION,SIZE,DIRECTION OF FLOWAND INVERTS OF ALL EXISTING s j HOT WATER RECIRCULATING PIPING ? 0� UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION.ADVISE ENGINEER OF ANY 8 OR LARGER 1/16 44 > 2 DISCREPANCIES. ICD--) CONDENSATE PIPING Lj 10. WATER DISTRIBUTION PIPING ABOVE AND BELOW GROUND SHALL BE TYPE"L" TABLE 704.1 OF THE FLORIDA PI IIMBING CODE 2020 U) COPPER. COORDINATE WITH LOCAL JURISDICTION FOR ADDITIONAL �- CA COMPRESSED AIR PIPING WORKMANSHIP AND MATERIALSSHALL BE IN STRICT ACCORDANCE WITH FBC 7TH ED(2020),APPLICABLE LOCAL CODES,RULES AND ORDINANCES. LU ra REQUIREMENTS. PROVIDE ALTERNATEFOR CPVC PIPING EQUAL TO BFGOODRICH"FLOWGUARD GOLD"FOR WATER KNOWN OR DETERMINED 10 T&P TEMPERATURE AND PRESSURE RELIEF ----- O - - w ry o HAVEACIDIC CHARACTERISTICS. CONTRACTOR SHALL PERFORM A WATER 11ST 0 UJ < TO DETERMINE WATER CHEMISTRY PRIOR TO ANY WORK OR PIPING S-- SD STORM DRAIN PIPING LL ® � o INSTALLATIONAND SHALL SUBMIT TEST RESULTS TO ENGINEER FOR REVIEW -_�. �___�_ `�_ �- __ }-- ' AND APPROVAL. r,. O .J Zi cn �- G GAS PIPING ® tv I L L<_ M cV 11.SOIL, WASTE, VENTAND RAINWATER PIPING SHALL BE CAST IRON OR PVC, WALL CLEAN 0UT PETAIL SANITARY ISOMETRIC y. u,Ji w WHERE CODE ALLOWS,PVC MAYNOT BE USED THRU RATEDASSEMBLIES OR IN PIPE RISE UP co F- ~ PLENUMS. - - U 1- ® W - - - -- --- SCALE:N.T.S. SCALE:N.T.S. 12.ALL FIXTURES MUST BE PROVIDED WITH READILYACCESSIBLE STOPS AND I}S PIPE DOWN OR DROP ® V a. A PPROPRIA TEL Y MARKED ACCESS PANELS. COORDINATE LOCATIONS WITH 4 � � GENERAL CONTRACTOR PRIOR TO INSTALLATION,IEXCEPTSHOWER& TUB C CAPPED END OF PIPE PROVIDE [EST TEE W C) LLJ U VALVES). WITH SCREWED COUNTER- LIJ CL W POINT OF CONNECTION SUNK ABS PLASTIC PLUG: -COLUMN OR PARTITION 13.FURNISH AND INSTALL APPROVED WATER HAMMER ARRESTORS FOR ALL TAPERED-THR[AD WITH AS SHOWN ON FLOOR PLAN OC AC (GROUP)PLUMBING FIXTURES,SIZED AND LOCATED PER MANUF.'S O CLEANOUT TFE JOINT COMPOUND. -- CLEANOUT FACE SHALL I I CL INSTALLATION INSTRUCTIONS AND WH-PDI 201. BE WITHIN 4"OF WALL. SURFACE. PROVIDE 14. DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR METAL IN GATE VALVE PIPE EXTENSION IF REQUIRED. VTR PIPING AND EQUIPMENT CONNECTIONS. GLOBE VALVE 1S. ISOLATE COPPER PIPE FROM HANGER OR SUPPORTS WITH ISOLATOR PADS OR WHERE CLEANOUT TEE MATERIAL. CHECK VALVE IS CONCEALED IN A CHASE OR PARTITION, ISSUED f®� 16.ALL FIRE RATED FLOOR AND WALL PENETRATIONS_SHALL BE PROPERLY PROVIDE A ROUND 18 I�7a?U PROTECTED FROM FIRE,SMOKE AND WATER PENETRATION BYFILLING VOIDS GAS SOLENOID VALVE GAUGE STAINLESS STEEL BETWEEN PIPEAND WALVFLOOR SLEEVES WITH I-IRE RATED FOAM, TO COVER WITH BEVELED e A.A.V. PERMIT ACHIEVE THE SAME RATING AS WALLS OR FLOORS AS PARTOF THE PLUMBERS r GAS COCK EDGES AND FLATHEAD SK MACHINE SCREW. WORK. 17. PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALSAND WATER HAMMER ARRESTER(PDT No.) VORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE - FLOOR DRAIN(*=DRAIN TYPE} co _ _! (1)YEAR FROM DATE OF ACCEPTANCE BYOWNER. CORRECTION OFANY ® LIABILITY NOTE 2il DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL 2 INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE }O GOOSENECK VALVE CONCRETE THIS IS THE PROPERTY OF GDC ARCHITECTS- ENGINEERS,LLC AND IS NOT TO BE INSTALLATION WHICH MAYHAVEBEEN DAMAGED. FLOOR SLAB REPRODUCED OR COPIED IN WHOLE OR IN PART.IT 15 NOT TO BE USED ON ANY OTHER 18. PROVIDE ACCESS PANELS FOR ALL CONCEALED VALVESAND ALL WATER PROJECTAND IS TO BE RETURNED UPON HAMMER ARRESTORS.ACCESS PANELS IN RATED WALLS MUST MAINTAIN T 1IE --- - -- - - REQUEST. NOTE: SCALES AS STATED HEREIN ARE FOR SAME RATINGAND MUST MATCH THE FINISH OF THE WALL IN WHICH IT IS PROVIDE WCO WHERE SHOWN ON PLAN,AND ON SANITARY WASTE BRANCHES NOT SERVED WITH A REFERENCE ONLYAS NORMAL INSTALLED. FLOOR CLEAIVOUT: LOCATEABOVE FIXTURE FLOOD RIM WITHIN 4'OF FLOOR. CONSULT LOCAL REPRODUCTION PROCESSES MAY ALTER THE CODES FOR OTHER WCO REQUIREMENTS. ACCURACY OF ORIGINAL DRAWINGS. 19.PROVIDE-COMBINATION COVER PLATEAND CLEANOUT PLUG OR ACCESS PArII-L PLUMBING ABBREVIATIONS FOR ALL WALL CLEANOUTS FINISH TO MATCH FIXTURE TRIM. LAV PLUMBING 20. NO COMBUSTIBLE MATERIAL TO BE USED IN MECHANICAL ROOMS OR IN " CERTIFICATION: CEILING SPACES WHERE USED AS RETURN AIR PLENUMS. l2 A.A.V. AIR ADMITTANCE VALVE WORKMANSHIPAND MATERIALSSHALL BE IN STRICT ACCORDANCE WITH FBC 7TH ED(2020),APPLICABLE LOCAL CODES,RULESAND ORDINANCES. PER MY REVIEW THESE PLANS FOR 21. NO WATER,SANITARYOR DRAINAGE PIPING PERMITTED IN ELECTRICAL OR CO CLEANOUT THE PROPOSED PLANS ARE IN ELEVATOR EQUIPMENT ROOMS. COTG CLEANOUT TO GRADE -_ --___- -_ CON CW DOMESTIC COLD WATER PLUMBING,AND THE 20 2020 22.ALL CONTROL VALVESSHALL BE TAGGEDAND MARKED.A REPRODUCIBLE DW DISH WASHER ---WCC) EWH WATER HEATER(ELECTRIC) DIAGRAM LOCATING ALL VALVESSHALL BE PROVIDED FOR OWNER/OPERATOR. 3"" FLORIDA ENERGY EFFICIENCY CODE. FD FLOOR DRAIN ------ - ----- --- ------ 211 UR BY: FS FLOOR SINK 23.ALL CONDENSATE DRAW PIPING AND DISPOSAL SHALL BE IN ACCORDANCE GWH WATER 14EATER(GAS) -2" WITH THE MANUFACTURERS INSTALLA TION INSTRUCTIONS AND COMPLY WITH HB HOSE BIB TWO-WAY CLEANOUT TO GRADE DETAIL FBC 7TH ED(2020)MECH.307.1 AND 307.2. HW DOMESTIC HOT WATER W.C. CONTRACTOR PRINTED NAME 2-WAY CLEANOUTHWR DOMESTIC HOT WATER RECIRCULATING - - - --- - --I 24. CONDENSATE LINES SHALL NOT DRAIN ON THE ROOFING SYSTEMOR ANY OF ITS IWH TANKLESS WATER HEATER SCALE:N.T.S. COMPONENTS AND CONDENSATE LINES NEED TO COMPLY WITH MIN. LAV LAVATORY 2:, 3" 3„ SIGNATURE CLEARANCE REQUIREMENTS PER FBC 7TH ED(2020)SEC 1522.3.5. MOP SK MOP SINK RD ROOF DRAIN _ 25. PROVIDE ANGLE STOPS ON ALL WATER SERVICE LINES TO FIXTURES FOR -`>H SHOWEfi FLORIDA LICENSE NUMBER wo INDIVIDUAL SHUT-OFF. SK SINK S.0.V, SHLIT-OFF VALVE UR URUNAL. 26.PROVIDE TRAP PRIMER FOR ALL FLOOR DRAINS, FLOOR SINKS,AND HUB DRAINS VTR VENT THROUGH ROOF 3 3 � SHOWN ON PLANS. IF SPECIFICATION IS NOT PROVIDED,SUPPLYPRECISION W WASHER CLOTHES CLEANOUT PLUG FINISHED GRADE PLUMBING PRODUCTS MODEL#PR-500.INSTALL PER MANUFACTURES WB WASH BASIN RECOMMENDATIONS. WC WATER CLOSET AT OR ABOVE 3„ 3 WCO WALL CLEANOUT FINISHED GRADE 27. WATERPIPING INSULATIONSHALL BEARMAFLEX OR EQUAL INSTALLED IN REVISION ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS FOR ALL HOT WATER PIPING. WHERE DOMESTIC WATER TEMPERATURES CAN CAUSE SWEATING ALL COLD WATER PIPING SHALL BE INSULATED WITH ARMAFLEX INSULATION, IIIII IIIII- �IIIII�III 111-IIIIII=IIIIII-IIIIIIIIIIII=IIIII THICKNESS. IIII-11111 IIIli-IIIII Ilfl{ IIIII--IIIIII-11111rIIIII IIIIII �ILII IIIIII- mill II IIII IIIIII- IIIIII IIIIII- 28.AIR ADMITTANCE VALVES MAY BE USED ASAN ALTERNATE TO VENT PIPING PIPE SAME SIZE THRU ROOF WHERE ACCEPTABLE BY THE PLUMBING OFFICIAL AND LOCAL CODES. INSTALLATION SHALL BE AS PER MANUFACTURERS AS PIPE BEING----- 4"SANITARY LINE TO RECOMMENDATIONS. SERVICED OR 4" MAX. A TIE IN TO EXISTING SEPTIC SYSTEM 29.ALL HORIZONTAL RAINWATER PIPING THAT RECEIVES CONDENSATE DISCHARGE (FIELD VERIFY SIZE WR/TTEN DIMENSIONS ON FROM AIR CONDITIONING EQUIPMENT SHALL BE INSULATED WITH I"THK. TWO-WAY CLEANOUT PIPE AND LOCATION PRIOR ARMAFLEX. TO CONSTRUCTION) THESE DOCUMENTS SHALL SIZE AS SHOWN ON PLANS) TEE FITTING � � � 30. PLUMBING PLANS IN GENERAL,ARE DIAGRAMMATIC IN NATURE,AND ARE 10 TAKE PRECEDENCE OVER BE READ IN CONJUNCTION WITH ARCHITECTURAL,MECHANICAL,ELECTRICAL, ALL SCALED DIMENSIONS. FIRE SPRINKLER,STRUCTURAL AND CIVIL PLANS AND SHALL BE CONSIDERED AS FLOW + ---- I S ® - FLOW ONE SET OF DOCUMENTS. PIPING MODIFICATIONS SUCH AS OFFSETS,BENDS, -- DRAWN BY TRANSITIONS,AND SIZES SHALL BE REQUIRED TO PROVIDE AND INSTALL A COMPLETE FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE D.F.W. CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. CHANGES IN PIPE SI7ES AND ROUTING SHALL BE REQUIRED BY THE CONTRACTOR TO AVOID CONFLICTS AND TO ADAPT TO EXISTING FIELD CONDITIONS PROVIDED THAT CHECKED BY INSTALLATION MEETS ALL APPLICABLE CODES, S.M.K. WORKMANSHIP AND MATERIALS SIIALL BE IN STRICT ACCORDANCE WITH FBC 7TH ED(2020),APPLICABLE LOCAL CODES,RULES AND ORDINANCES. I WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH FBC 7TH ED(2020),APPLICABLE LOCAL CODES,RULES AND ORDINANCES. DATE 10 18 2021 SHEET Gr, c IMPORTANT NOTE DOMESTIC WATER LEGEND ARCHITECTS i_ ENGINEERS 1. SEE SANITARYISOMETRIC(P-001)FOR LINE SIZES. ---- , DOMESTIC COLD WATER PIPING COA#30250,AA#2600356S 502 MAI 2ND STREET,OKEECHOBEE, FLORIDA 34972 HOT WATER PIPING P:(863)467-1111 F:(772)872-S121 - - -- - --- WWW.GDCFLORIDA.COM / / / / , i / 1- i i , / / , i i ; / , , EXISTING TO EXISTING i' / i i / / ; E AIN / O REMAIN � ; - � ---w , n r ; <c i" O / Z i' >n , / �. / , - -- -- / - Kt / Lj L3 co cn : . / LLJ EL / / LO o co , ' ; ; / i i , r ; 1 i' ' COLD AND HOT WATER LINES / LL M cN cn RUN IN ATTIC TIED IN FROM '' i ,! /' / ! W s Q ®C) uj EXISTING NETWORK ;' I FIELD VERIFY SIZES AND r3 LOCATION OF EXISTING LINES i LLI j PRIOR TO CONSTRUCTION) / i { / j / i j j W �- - / IL / UJI / �- � i / , CL 1 1 I I - 1 CO A.A.V. ��++ _SKI SK 'Si7UE® FOR 1 PERMIT i : LIABILITY NOTE 1 - THIS IS THE PROPERTY OF GDC ARCHITECTS- I ENGINEERS,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 1 REQUEST. SCALES AS STATED HEREIN ARE FOR REFERENCE ONLY AS NORMAL REPRODUCTION PROCESSES MAY ALTER THE I ACCURACY OF ORIGINAL DRAWINGS. I PLUMBING I CERTIFICATION: 1 PER MY REVIEW THESE PLANS FOR ! � i THE PROPOSED PLANS ARE IN 1 � CONFORMANCE WITH F.B.C.2020, PLUMBING,AND THE 2020 FLORIDA ENERGY EFFICIENCY CODE. - I BY: I 1 CONTRACTOR PRINTED NAME 1 SIGNATURE -41 SH - - - - - - — - — - — - — - — - — - v_ --- j WCO FLORIDA LICENSE NUMBER C - VTRI' LAV LAV C- e7- - EW =UR, uR REVISION WCI \ WC C � I j ! ! 4"SANITARY LINE TO TIE IN TO EXISTING SEPTIC SYSTEM O (FIELD VERIFY SIZE \, WRITTEN DIMENSIONS ON AND LOCATION PRIOR 2-WAYCOTG THESE DOCUMENTS SHALL TO CONSTRUCTION) -ey TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. DOMESTIC, WATER PLAN %_ SANITARY PLAN DRAWN BY / SCALE: 1/4" = V-0" 0 2 SCALE: 1/4" V-0" D�F.W. CHECKED Y S.M.K. DATE 10/18/2021 SHEET