Loading...
HomeMy WebLinkAboutPROJECT INFORMATIONFLANGE FRAME JAMB INSTALLW/ WOOD BUCK SCALE:NTS EXTERIOR I� SHIM 1X WOOD ANCHORS SUBSTRATE FLANGE WINDOW HEAD DETAIL SCALE: NTS FLANGE WINDOW SILL DETAIL 1 SCALE:NTS 0 1 11 �a000 0 4 3 2 TYPICAL WINDOW BUCK DETAIL FLANGE FRAME SILL INSTALLATION SCALE:NTS EXTERIOR SHIM SUBSTRATE NO ANCHORS REQUIRED FLANGE WINDOW JAMB DETAIL SCALE: NTS U BOND BEAM W/ (1) CONT. #5 REBAR 10 PSI PUMP MIX =CAST LINTEL W/ (1) CONT. #5 REBAR 10 PSI PUMP MIX T "CURTAIN" BACKING TO CMU w/ 4D CASE HARD NAILS CH @ 3" FROM FROM SIDE AND 10" O.C. FIELD. (TYP) T BUCK TO CMU w/ 4D CASE HARD NAILS CH @ 3" FROM TOP/BOTTOM, AND 10' O.C. FIELD. ( CONTINUOUS BEAD OF POLYSEAMSEAL AU FACE PRIOR TO INSTALATION.(TYP) T BUCK TO CMU w/ 4D CASE HARD NAILS CH @ 3" FROM TOP/BOTTOM, AND 10' O.C. FIELD. ( CONTINUOUS BEAD OF POLYSEAMSEAL AU FACE PRIOR TO INSTALATION .(TYP) -CRETE OR SIMILAR PRE -CAST WINDOW SILL. (TYP) T WINDOW WRAP TO CMU w/ 4D CASE HARD NAILS (2) 3" FROM ENDS AND 10" O.C. FIELD (TYP) VALL (SEE STRUCTURAL PAGES FOR INSTALLATION DETAILS TYPICAL FLANGE WINDOW DETAILS FLANGE WINDOW VERTICAL SECTION SCALE:NTS 1 4 t MAX. DAYLIGHT OPENING FIXED MAX. 5 9 WINDOW HEIGHT 6 0 11 6 MAX. DAYLIGHT 0 OPENING 1 SASH p 33 3 f?f ITEM DWG NO. PART # DESCRIPTION 1 9521 65163 INTEGRAL FIN FRAME HEAD & JAMB 2 XXXX XXXXX OPTIONAL FLANGE 3 9520 65164 INTEGRAL FIN FRAME SILL 4 9870 69870 BOX FRAME SILL 5 7940 65102 FIXED MEETING RAIL 6 7126.1 65103 MEETING RAIL REINFORCEMENT 9 7092 65105 SASHINTERLOCK 11 7092A 65114 SASH REINFORCEMENT 30 XXXX XXXXX 5/16" LAMI GLASS NOMINAL 31 XXXX XXXXX 1/8"ANNEALED GLASS 32 XXXX XXXXX 1/8"ANNEALED GLASS 33 XXXX XXXXX AIRSPACE 34 XXXX XXXXX 0.90 DUPONT PVB INTERLAYER 35 XXXX XXXXX 1/8" TEMPERED OR ANNEALED GLASS 36 XXXX XXXXX 3/4" OVERALL GLASS NOMINAL XXXX XXXXX SILICONE DOW L�4 6492 65112 GLAZING BEAD 8483 65148 SDL GLAZING BEAD FLANGE FRAME HEAD INSTALLATION EXTERIOR SCALE: NTS 3/4" R-MAX RIGID INSUL. 8 - " CMU BLOCK v D D • D � D C NT. BEAD POLYSEAMSEAL 1X8 PT CURTAIN_ D BACKING LIQUID APPLIED WATERPROOFING 1X2 PT INSUL. STOP 4D CASE HARD NAILS ONT. BEAD POLYSEAMSEAL @10" O.C. (TYP) 1/4" MAX COMPOSITE SHIM 1X6 PT HEADER BUCK MPACT RATED WINDOWS 1/4"X2 3/4" TAPCON IN ALL FACTORY PROVIDED HEM HOLES FLANGE FRAME SILL INSTALL W / BUCK EXTERIOR SCALE: NTS IMPACTED RATED WINDOWS ri 1/4" MAX COMPOSITE SHIM -CONT. BEAD POLYSEAMSEAL \' 1X4 PT WINDOW WRAP TO PRE -CAST WINDOW SILL CMU W/ 4D CASE HARD ° / NAILS (2) AT 10" O.C. (TYP) v ° v ° D ,> p " CMU BLOCK y D \/ D D LIQUID APPLIED WATERPROOFING D / D ( D TYPICAL WATERPROOFING DETAIL D APPLIED WATERPROOFING, REDGARD WATERPROOFING ;RACK PREVENTION MEMBRAN: TDS-104 (OR APPROVED EQUAL). VD BEYOND FACE OF OPENING 8" MIN. T BUCK BEYOND -CRETE OR SIMILAR PRE -CAST WINDOW SILL. (TYP) FLANGE FRAME JAMB INSTALLATION EXTERIOR SCALE: NTS " CMU BLOCK B�- IQUID APPLIED WATERPROOFING 4D CASE HARD NAILS @10" O.C. (TYP) D 1/4"X2 314" TAPCON IN ALL D FACTORY PROVIDED HEM HOLES D DU R I D D IMPACTED RATED WINDOWS 1X4 PT WINDOW 3/4" R-MAX RIGID 1/4" MAX COMPOSITE -SHIM 1X6 PT WINDOW BUCK PROVIDE CONT. BEAD OF POLYSEAMSEAL PRIOR TO BUCK INSTALLATION PT INSUL. STOP TYPICAL FLANGE WINDOW INSTALLATION DETAIL a .ADER w/ 1/4" MAX COMPOSITE SHIM WINDOW FRAME AND BUCK I RATED WINDOW ASSEMBLY HROUGH PT BUCK w/ 2 3/4"X 1/4" IN ALL FACTORY PROVIDED HEM HOLES CONT. BEAD OF POLYSEAMSEAL AMBS, AND HEADER FLANGE INSTALLATION PLIED WATED PROOFING 4 WINDOW INSTALLATION O WINDOW BUCK/FLASHING DETAILS i=Slr=N GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC COA#30250, AA#26003565 502 NW 2ND STREET, OKEECHOBEE, FLORIDA 34972 P: (863) 467-1111 F: (863) 582-9574 W W W.GDCFLORIDA.COM WW Z WW W W°> Q o o a!'' Huj Z U c > MA J Oo V zoo M a W Of o 00 _m (+) -JV V ct CL U- C'> co co)F F w o a'Lu <.'>I—OLu p F cl) 0 0 a a ¢ uj < �EL 0 c� LLJ Luau' w- IL a ISSUED IN PROGRESS ISSUED FOR REVIEW ISSUED FOR BIDDING ISSUED FOR PERMIT ■ ISSUED FOR CONSTRUCTION Il LIABILITY NOTE THIS 15 THE PROPERTY OF GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED UPON REQUEST. SCALES AS STATEDHEREIN ARE FOR REFERENCE ONLY AS NORMAL REPRODUCTION PROCESSES MAY ALTER THE ACCURACY OF ORIGINAL DRAWINGS. :s C JOHN H. CRESWELL PE #40940/ COA #30250 C: (863) 467-1111 E: john@gdcflorida.com REVISION WRITTEN DIMENSIONS OI THESE DOCUMENTS SHAL TAKE PRECEDENCE OVER ALL SCALED DIMENSION! DRAWN BY B.S. & K.W. CHECKED BY J.H.C. DATE (,, 3/21 /2018 SHEET S-506 FLANGE FRAME JAMB INSTALL W/ WOOD BUCK SCALE:NTS EXTERIOR FLANGE WINDOW HEAD DETAIL SCALE:NTS FLANGE WINDOW SILL DETAIL --� --3 SCALE:NTS 40 41 9 I��I77II 11 a Dad ,2 70 4 3 TYPICAL WINDOW BUCK DETAIL FLANGE FRAME HEAD INSTALL W/ WOOD BUCK SCALE:NTS SUBSTRATE FASTENER 1X WOOD Q 0 SHIM -- EXTERIOR FLANGE FRAME SILL INSTALLATION SCALE:NTS E EXTERIOR SHIM SUBSTRATE NOANCHORS REQUIRED FLANGE WINDOW JAMB DETAIL SCALE:NTS U BOND BEAM W/ (1) CONT. #5 REBAR )0 PSI PUMP MIX ECAST LINTEL W/ (1) CONT. #5 REBAR l0 PSI PUMP MIX T "CURTAIN" BACKING TO CMU w/ 4D CASE HARD NAILS ,CH @ 3" FROM FROM SIDE AND 10" O.C. FIELD. (TYP) T BUCK TO CMU w/ 4D CASE HARD NAILS ,CH @ 3" FROM TOP/BOTTOM, AND 10' O.C. FIELD. Y CONTINUOUS BEAD OF POLYSEAMSEAL AU FACE PRIOR TO (NSTALATION.(TYP) T BUCK TO CMU w/ 4D CASE HARD NAILS ,CH @ 3" FROM TOP/BOTTOM, AND 10' O.C. FIELD. Y CONTINUOUS BEAD OF POLYSEAMSEAL AU FACE PRIOR TO INSTALATION.(TYP) -CRETE OR SIMILAR PRE -CAST WINDOW SILL. (TYP) T WINDOW WRAP TO CMU w/ 4D CASE HARD NAILS (2) 3" FROM ENDS AND 10" O.C. FIELD (TYP) VALL (SEE STRUCTURAL PAGES FOR INSTALLATION DETAILS TYPICAL FLANGE WINDOW DETAILS FLANGE WINDOW VERTICAL SECTION SCALE:NTS 1 2 40 41 MAX. DAYLIGHT OPENING FIXED MAX 5 9 WINDOW HEIGHT 6 0 11i — 36 MAX. DAYLIGHT 0 OPENING 31 SASH g 33 34 5 13 40 41 39 11 4 3 2- ITEM DWG NO. PART# DESCRIPTION 1 9521 65163 INTEGRAL FIN FRAME HEAD & JAMB 2 XXXX XXXXX OPTIONAL FLANGE 3 9520 65164 INTEGRAL FIN FRAME SILL 4 9870 69870 BOX FRAME SILL 5 7940 - 65102 FIXED MEETING RAIL 6 7126.1 65103 MEETING RAIL REINFORCEMENT 9 7092 65105 SASHINTERLOCK 11 7092.1 65114 SASH REINFORCEMENT 30 XXXX XXXXX 5/16" LAMI GLASS NOMINAL 31 XXXX XXXXX 1/8"ANNEALED GLASS 32 XXXX XXXXX 1/8"ANNEALED GLASS 33 XXXX XXXXX AIRSPACE 34 XXXX XXXXX 0.90 DUPONT PVB INTERLAYER 35 XXXX XXXXX 1/8" TEMPERED OR ANNEALED GLASS 36 XXXX XXXXX 3/4" OVERALL GLASS NOMINAL 39 XXXX XXXXX SILICONE DOW 40 6492 L 65112 GLAZING BEAD 41 8483 65148 SDL GLAZING BE TYPICAL WATERPROOFING DETAIL FLANGE FRAME HEAD INSTALLATION 17EXTERIOR SCALE:NTS 8" D 0 D D D D FLANGE FRAME SILL INSTALL W/ BUCK EXTERIOR SCALE: NTS D APPLIED WATERPROOFING, REDGARD WATERPROOFING :RACK PREVENTION MEMBRAN: TDS-104 (OR APPROVED EQUAL). ND BEYOND FACE OF OPENING 8" MIN. T BUCK BEYOND -CRETE OR SIMILAR PRE -CAST WINDOW SILL. (TYP) FLANGE FRAME JAMB INSTALLATION TYPICAL FLANGE WINDOW INSTALLATION DETAIL EXTERIOR SCALE:NTS ti ADER w/ 1/4" MAX COMPOSITE SHIM WINDOW FRAME AND BUCK ) RATED WINDOW ASSEMBLY HROUGH PT BUCK w/ 2 3/4"X 1/4" IN ALL FACTORY PROVIDED HEM HOLES CONT. BEAD OF POLYSEAMSEAL AMBS, AND HEADER FLANGE INSTALLATION PLIED WATED PROOFING �a�y WINDOW INSTALLATION WINDOW BUCK/FLASHING DETAILS i =;l i7a51GN GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC COA#30250,AA#26003565 502 NW 2ND STREET, OKEECHOBEE, FLORIDA 34972 P: (863) 467-1111 F: (863) 582-9574 W W W.GDCFLORIDA.COM WW W Z W w 0 FEE W W c W II. Q o v + U a Z M /A V J O Lu M W �0coa3 Z cMOJR V d' d LL 12 M a�i��i :; wVla -0W V in I.- N U p V Fad' Q ' U N d WU 0 C.)W 0 d W �­3 O d O Ix W. 11 d ISSUED IN PROGRESS ISSUED FOR REVIEW ISSUED FOR BIDDING ISSUED FOR PERMIT ■ ISSUED FOR CONSTRUCTION LIABILITY NOTE THIS IS THE PROPERTY OF GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC AND IS NOTTO BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT IS NOTTO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED UPON REQUEST. SCALES AS STATEDHEREIN ARE FOR REFERENCE ONLYAS NORMAL REPRODUCTION PROCESSES MAY ALTER THE ACCURACY OF ORIGINAL DRAWINGS. xZ// 0 .,4 �121t11(� JOHN H. CRESWELL PE #40940/ COA #30250 C: (863) 467-1111 E: john@gdcflorida.com REVISION WRITTEN DIMENSIONS ON THESE DOCUMENTS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. DRAWN BY B.S. & K.W. CHECKED BY J.H.C. DATE 1/19/2018 "SHE 06 SDO1- TYPICAL PT DOOR BUCK DETAIL N.T.S. ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 3/16" X 3" 12" O.C. 1 2x6 3116"X3" 12"O.C. 2 2 x 8 3/16" X 3" 12' D.C. 2 TIE -BEAM NOTE: TAPCONS TO BE 6" FROM ENDSFASTENING OF WINDOW TO BUCK RESP. l OF WINDOW MANUFACTURER. PRECAST LINTEL IF DOUBLE 2X NAILER IS USED, USE 1/4" X 4" TAPCONS.SEE OTHER NOTE FOR SPACING REQUIRED FASTEN PT 2X - NAILER TO MAS, SD05 - TYPICAL FRAMED HEADER DETAIL N.T.S. (3) 2X12 PT BEAM W/ (2)1/2 PT PLYWOODFUTCH. FASTEN W/ 16D GALV RBJG @ T O.C. HORIZOWALAND 0' VERTM.AL COLUMN SPACING, APPLYLKUD NAIL BETWEEN EACH WOOOTO WOOD INTERSECTION fl _42) 2X6 PT TOP PLATE CONT. I I --SIMPSON SP6 STUD PLATECONNECTOR TO EACH STUD W/ IOD X 1 VE" GALVJOIST NAILS ---'-16" SRM"SON GALV FLATSTRAP FROM JACK SIMPSON LSTA21 MAYBE SUBSTRUfED FOR TO TOP PLATE (TYPICAL EACH JACK) FASTEN SP6 TEDONMS WINDOW AND DOORJACK W/ 10D X 11/2 GALV. JOIST NAILS TDSTUD LOCAnONSASIN AND (ONLY) —2X6 PT JACK EN NGS NO E HEADER INSTALL 1 EACH BIDE FOR OPENINGS NOT EXCEEDING 547', OTHERWISE MIN 2 JACKS PER SIDE) -- -2X6 PTSTUDS @ 16" O.C. MAX 1PP a Q a a a °4 8 a� 2X6 PT BOTTOM PLATETO CONC, SLAB W/ 5B" X6" SIMPSON TITAN ANCHORS 030' O.C. TYPICAL 12 X 3W ,r BOLTS W/2 HD WASHER MAY BE SUBSTiNTEO FOR TITAN ANCHOR 009 - 902 LINTEL INSTALLATION DETAIL @ COLUMN: N.T.S. MITER LINTELS BY (3) #5 REBAR IN FIELD CUTTING VERTICAL GROUT FILLED CELL ROUGH OPENING BELOW 8" x 16" CMU COLUMN BELOW O O VERTICAL CUT #5 CORNER DOWEL INSIDE #5 BAR AS SHOWN CAST-CRETE HIGH STRENGTH PRECAST (2) 8' CMU BOND BEAM W/ (1) #5 LINTELS FILLED WITH 2500 PSI GROUT REBAR HORIZONTAL IN 2500 PSI GROUT FILLED CELLS w 00 MAINTAIN MIN z 30" BAR LAP Z w a O 2 CD 0 O n II II II II° II II PRECAST LINTEL W/ (1) #5 " HORIZONTAL IN 2500 PSI FILLED CELLS II - II - 8" x 16" "L" COLUMN BELOW I II I - #5 VERTICAL REBAR II 002 - TYPICAL GARAGE DOOR/BUCK DETAIL: N.T.S. FILLED CELL WI CONT #5 VERTICAL TRIM (5)1/2" DIA. x 8" "J" BOLTS 2x6" P.T. WOOD JAMB DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER TYP. GARAGE DOOR 5# REI E R1 #5 STD. 900 HOOK 1l2"X8'A.B. W/2' WASHERS ° SET IN TYP. ° FILLED CELL MIN.5 PER o JAMB. P.T. #2 ---------- o SYP 2" X 6" OVERHEAD / y SECTIONAL DOOR TRACK W/3/8"X11/2" ° STEELLAG BOLT W/ Y WASHER. MIN. 6 PER TRACK TO JAMB. @nn IJ � ° _ 20" MIN. LAP #3 & #4 LAP SPLICE 30" MIN. LAP #5 LAP SPLICE 36" MIN. LAP #6 LAP SPLICE SD10 - 902 LINTEL INSTALIATION DETAIL @ ROUND COLUMN: N.T.S. 8" CMU BOND BEAM W/ (1) #5 aR REBAR HORIZONTAL IN 2500 PSI GROUT FILLED CELLS PRECAST LINTEL W/ (1) #5 HORIZONTAL IN 2600 PSI FILLED CELLS 0 12" ROUND CMU 3:: i�`; ,: ,. COLUMN BELOW w v--MAIN T IN MIN m 30"BA LAP Z III z �;:, r• - #5 VERTICAL REBAR IN 0 -' 2600 PSI PUMP MIX x cD p CAST-CRETE HIGH STRENGTH PRECAST LINTELS FILLED WITH 2500 PSI GROUT #5 CORNER DOWEL INSIDE VERTICAL CUT #5 BAR AS SHOWN v vp v `12' ROUND CMU COLUMN BELOW MITER LINTELS BY ROUGH OPENING BELOW FIELD CUTTING #5 REBAR IN VERTICAL GROUT FILLED CELL 003 - TYPICAL CMU TO BEARING WALL: N.T.S. SIMPSON SP4 W/(6) -10d X 1 1/2 STANDARD HOOKS W/25" MIN. SPLICE TYP. FILLED CELL W/3000 P.S.I. CONC. WIt #5 REBAR VERT, 8" C.M.0 2" X 4' P.T. W/ (3)1120 X 8" "J' BOLTS OR (3)1Y2- X 6- EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONSOR (8) 2 7/8" HILTI TIX-DNI NAILS SD07 - TYPICAL CMU WALL REINFORCEMENT: N.T.S. STD.90 HOOK PRECAST "U" LINTEL W/ 1-#5 -SPLICES 30" MIN. CONT. IN 2500 PSI CONC. LAP (ACI 530 ) TYP. BOND BEAM 8" x 8" x 16" K.O. 12. LINTEL BLOCK FILL W/2500 P.S.I. HURRICANE HOOK (MIN) CONC. WN #5 DIA. REBAR MIN. LAP 30" ANCHORS (TYP.)� �.� (ACI 530) STD. 90 DEGREE ANGLE 3000 P.S.I. REBAR BOTH CONC. W/1 #5 DIA. REBAR MIN. LAP 30" SIDES FOR _ (ACI 530) ALL OPENINGS Ij I N N I FOUNDATION ON WEATHER RESISTENT BARRIER RESISTANCE BARRIER .,•�U/f�/�� ///� FLEX FLASHING A FLASHING SEQUENCE RESISTENT BARRIER j RESISTANCE - BARKER I PSHING / CeibResh Iffir FLEX FLASHING ce�Pesn MET�PPN / FLD(FLASHING AS REQNRED / E FLASHING SEQUENCE INDICATES FILLED CELL FROM FTG. TO BEAM WITH 1 #5 BAR MIN. LAP 30" (ACI 530) x 8" x 16" C.M.U. 'P. DOWEL 30" MIN. LAP (ACI 530) #5 Reb (m SC04 - TYPICAL TRUSS TO CMU DETAIL N.T.S. NOTE: STRAPS MAYBE INSTALLED -- ----- ---TRAPPED JSS 008 - 902 LINTEL INSTALLATION DETAIL 0 COLUMN: N.T.S. MITER LINTELS BY FIELD CUTTING FLASHING DETAILS: N.T.S. ON WEATHER RESISTENT BARREN RESISTANCE BARRIER FLASHING SEQUENCE O_ ' — I --"...--' DIAGONAL CUTS ON WEATHER RESISTENT BARRIER INBT WINDOW WINDOW WEATHER RESISTANCE ewb BARRIER FLEX ASHING Ce Fbsh FLEX BASHING Cert Fbeh AL PAN FLE( FLASHING AS REQUIREDMET j FLASHING SEQUENCE F ZOE 0 m 0 z z w 0 0 0 0 BE INSTALLED SPAN j METAL PAN / AS REQUIRED C FLASHING SEQUENCE VERTICAL CUT #5 REBAR IN VERTICAL GROUT FILLED CELL ROUGH OPENING BELOW 8' CMU COLUMN BELOW e °o #5 CORNER DOWEL INSIDE #5 BAR AS SHOWN CAST-CRETE HIGH STRENGTH PRECAST +� LINTELS FILLED WITH 2500 PSI GROUT 8' CMU BOND BEAM W/ (1) #5 REBAR HORIZONTAL IN 2500 PSI GROUT FILLED CELLS - MAINTAIN MIN 30" BAR LAP PRECAST LINTEL W/ (1) #5 HORIZONTAL IN 2500 PSI FILLED CELLS ON WEATHER RESISTENT BARRIER BARRIER CeMaFbeh FLEX FLASHING �_T:Taa 2' FLASHING, EXPENDING V EACH SIDE 2 VERTICAL LEG RECOMMENDED. SHIM AS REQUIRED CERTAIN TEED RESTORATION MOW / /BEYOND HNG G ISOMETRIC ht>AaT/Ci: N 8" CMU COLUMN BELOW #5 VERTICAL REBAR ON WEATHER RESISTENT BARRIER RESISTANCE BARRIER CerteBesh FLEX FLASHING AS REQUIRED ��FLASHING SEQUENCE �/ GPMNYLSIDING WALL EXTERIOR WALLSHEATNG BEYOND T FLASHING, EXTENDING P EACH SIDE. 2 VERTICAL LEG RECOMMENDED. SHIMAS REQUIRED GP 3W" X3" W INDOWNOORTWM GP3W'X3" WINDOW/DOORTRIM Ce F]Wh FLEX FLASHING H ISOMETRIC SECTION MASONRY CONNECTION DETAILS ar`IEN GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC COA#30250,AA#26003565 502 NW 2ND STREET, OKEECHOBEE, FLORIDA 34972 P: (863) 467-1111 F: (863) 582-9574 WWW.GDCFLORIDA.COM WW Z W W ccc FEE lu rg Wa C) W ,w Q C H Q Z V A r U) ,+ V x J O Lu M W CoF- co 0) Z Mo-104,—* eta-LLmm cc Cc 1W W — � VIa—�W V o t� a� Q'VIVa W O W a CC -j p a O � a. a a ISSUED IN PROGRESS ISSUED FOR REVIEW ISSUED FOR BIDDING ISSUED FOR PERMIT . ISSUED FOR CONSTRUCTION LIABILITY NOTE THIS IS THE PROPERTY OF GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED UPON REQUEST. SCALES AS STATED HEREIN ARE FOR REFERENCE ONLY AS NORMAL REPRODUCTION PROCESSES MAYALTERTHE ACCURACY OF ORIGINAL DRAWINGS. t110114 ,_...r! co) "gioi�ynunoaitetr�e�� JOHN H. CRESWELL PE #40940/ COA #30250 C: (863) 467-1111 E: john@gdcflorida.com REVISION WRITTEN DIMENSIONS ON THESE DOCUMENTS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. DRAWN BY B.S. & K.W. CHECKED BY J.H.C. DATE O� 1/19/2018 SHEET S-507 5D01- IMPORTANT NOTES 1. OUTDOOR ENVIRONMENTS ARE GENERALLY MORE CORROSIVE TO STEEL. IF YOU CHOOSE TO USE ZMAXS OR HOG FINISH OR STAINLESS STEEL MATERIAL ON AN OUTDOOR PROJECT, YOU SHOULD PERIODICALLY INSPECT OUR CONNECTORS AND FASTENERS OR HAVEA PROFESSIONAL INSPECTION PERFORMED. REGULAR MAINTENANCE, INCLUDING WATER -PROOFING OF THE WOOD USED IN YOUR OUTDOOR PROJECT IS ALSO A GOOD PRACTICE. 2. COATINGS AVAILABLE: 21 ZMAX GALVANIZED (G185)1.85 OZ. OF ZINC PER SQUARE FOOT OF SURFACEAREA. (HOT -DIP GALVANIZED PER ASTM A853 TOTALBOTH SIDES). THESE PRODUCTS REQUIRE HOT -DIP GALVNAIZED FASTENERS (FASTENERS WHICH MEET THE SPECIFICATIONS OFASTM Al53). 2.2 HDG -HOT DIP GALVANIZED: PRODUCTS ARE HOT -DIP GALVANIZED AFTER FABRICATION 14GA. AND THICKER). THE COATING WEIGHT INCREASES WITH MATERIAL THICKNESS. THE MINIMUM SPECIFIED COATING WEIGHT 13 2.0 OZ- PER SQUARE FOOT. (PER ASTM A123 TOTAL BOTH SIDES). THESE PRODUCTS REQUIRE HOT -DIP GALVANIZED FASTENERS FASTENERS WHICH MEET THE SPECIFICATIONS OF ASTM A153). 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 STAINUESS-STEI 1 PRODUCTS, AND ARE AVAILABLE FROM SIMPSON STRONG -TIE. 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 FASTM A153 OR EQUIVALENT COATING OFFERED ON SIMPSON STRONG -TIE FASTENERS. 4. DUE TO MANY VARIABLES INVOLVED WITH OUTDOOR CONSTRUCTION, SIMPSON STRONG -TIE CANNOT PROVIDE ESTIMATES ON SERVICE LIFE OF CONNECTORS, ANCHORS, OR FASTENERS. 5. TO OBTAIN OPTIMAL PERFORMANCE FROM SIMPSON STRONG -TIE PRODUCTS, THE PRODUCTS MUST BE INSTALLED PROPERLYAND USED IN ACCORDANCE WITH THE INSTALLATION INSTRUCTIONS AND DESIGN LIMITS PROPY DE BY SIMPSON STRONG -TIE. 6. ALL INSTALLATION NOTES AND GUIDELINES WITHIN THE CURRENT WOOD CONSTRUCTION CONNECTORS CATALOG SHALLAPPLY FOR THE CONNECTORS, ANCHORS, AND FASTENERS SHOWN. 7. SIMPSON STRONG TIE RESERVES THE RIGHT TO CHANGE THE SPECIFICATIONS, DESIGN AND MODELS SHOWN WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES. 8. SIMPSON STRONG -TIE DOES NOT GUARANTEEE 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 OMB) ARE STRUCTURAL QUALITY THROUGHT BOLTS (NOT LAG SCREWS OR CARRIAGE BOLTS) EQUAL TO OR BETTER ASTM A307, GRADE A. BOLT HOLES SHALL BE AT LEAST A MINIMUM OF 1/32" AND NO MORE THAN A MAXIMUM OF 1/16" LARGER THAN THE BOLT DIAMETER PER 2005 NDS SECTION 11.1.2. 10. UNLESS NOTED OTHERWISE, ALLREFERENCES TO STANDARD CLTT WASHERS REFER TO TYPE A PLAIN WASHERS (W) CONFORMING TO THE DIMENSIONS SHOWN IN ASME B 18.22.1 FOR THE APPROPRIATE ROD SIZES. 11. UNLESS STATED OTHERWISE, SIMPSON STRONG -TIE CANNOT AND DOES NOT MAKE ANY REPRESENTATION REGARDING THE SUITABILITY OF USE OR LOAD -CARRYING CAPACITIES OF CONNECTORS INSTALLED WITH IMPROI IER FASTENERS. "NOT ALL DETAILS SUPPLIED WILL BE IN USED. ALL DETAILS ARE NOT TO BE SCALED, ONLY USE AS REFERENCE. SD04 - LUC, TUC JOIST HANGERS LUC TYPICAL HUD INSTALLATION (LUC SIMILAR) INSTALLATION: FOR HUC INSTALLATIONS, MODELS HAVE TRIANGLE AND ROUND HOLES. TO ACHIEVE MAXIMUM LOADS, FILL BOTH ROUND AND TRIANGLE HOLES (FASTENERS QUANTITIES LISTED FILL BOTH HOLES). -FOR INSTALLATIONS INTO SINGLE 2X HEADERS OR LEDGERS, USE THE SPECIFIED FULL LENGTH FASTENERS INTO THE JOIST AND THE FOLLOWING FASTENERS INTO THE HEADER FOR REDUCED LOADS IN ACCORDANCE WITH W W W.STRONGTIE.GOM: - 1ODxi 1/2 NAILS FOR INSTALLATIONS WITH NAILS -ED #9x1 112 FOR LUC26Z AND LUC21 OZ INSTALLATIONS WITH SD SCREWS MODEL NO. DIMENSIONS (IN.) FASTENERS NAILS SO SCREWS W TH B HEADER JOIST HEADER JOIST LUC26Z 19116 4314 13144 6-10d 410&112 BSDWSS21/2 4SDAW12 LUC21OZ 1 W16 7314 13/4 10.10d &10px11 105D #Bx21n BSD#Bx112 HUC29-2Z 3118 5are 2112 12-IW 6�10d - - HUC28.2Z 31/8 7 21/2 141Bd a-im - - HUCZ10.2Z 3118 813116 sin 18-1611 10-10d - - SD08 - ABA ABU POST BASES UINSTALLATION: -ABA, ABU -FOR FORPRE-POURSIMPSON INSTALLED STRONG -TIE ANCHORS. FORAMS EPDXY OR MECHANICAL ANCHORS, SELECT AND INSTALL IN ACCORDANCE WITH WWW.STRONGTIE,COM. - ° • 1 - PRODUCTS REQUIRE WASHERS BETWEEN THE NUT AND THE BASE. WASHERS ARE SUPPLIED WITH THE ABU BUT NOT THE ABA. WHICH ABA44Z ABU44Z TYPICAL ABA INSTALLATION REQUIRES A STANDARD CUT WASHER. (ABU SIMILAR) MODEL NO. DIMENSIONS (IN.) ANCHOR DIA. POST FASTENERS POSTMACHINE SIZE W L H HB NAILS SD SCREWS BOLTS CITY. DIA. ABA44Z 4x4 3 WIG 3118 31116 - in 6-101 "DiMIL1 1n - - ASUW4Z 4M 3 W16 3 5112 13/4 5/8 1216d 12SDiH0X1 In 2 112 ABA46Z 44 3 W16 53116 3118 - s/8 8-16d 8SD#lNl la - - ASLNa 4x6 3 WIG S 7 2518 6/8 12-16d - 2 In ASANZ. Wdi 5112 51N 31M - 5/9 a4w 8SD Seer! IQ - - ASU66Z 6" 51Q 5 61116 1314 BIG 12-16d - 2 12 ABUBBZ Bx8 71rz 7 ] - 2-511 18-16d - - - SD13 - PC, EPC POST CAPS O . w INSTALLATION: •FOR END CONDITION, SPECIFY EPC • -USE ALL SPECIFIED \ ° FASTENERO• G' L" -DO NOT INSTLL BOLTS p INTO PILOT HOLES. -4 W PC TYPICAL EPC INSTALLATION DIMENSIONS (IN.) FASTENERS MODEL NO. POST SIZE Wi W2 L1 L2 L3 NAILS SD SCREWS POST BEAM PC EPC PCW-18ZOM9M183.9/162518t1]5/188-i8d12-i8tl8-iBtlPC4&18238/1851n25/81391/48-i8tl12-i8tle-i8tlPCfiB-182 XDM 6x8 51n 512 49'18 13 91/4 8-06d 12-i6tl 8-16d SD18 - TA TREAD ANGLE 0 ` o j pryyp. TARZ (TA10Z LENGTH = 10 IW) INVERTI INSTALLATION: USE ALL SPECIFIED FASTENERS. - FOR DOUBLE 2X6 TREADS, INSTALL TA10Z INVERTED WITH 4 SCREWS INSTALLED INTO THE TREADS. MODEL FASTENERS N0. STRINGER TREAD TA9Z 3SOS 114NI 12" 2SOS IPINI 1 W TAIM 3-SDS 1/4Y1 10 45DS 1/450 10 TAIOZ "DS iMNI 10 3SDS 1/4'x1 IW SD05 - SUR/SUL 450 SKEWED JOIST HANGERS / A� INSTALLATION: A\ -THE JOIST MAYBES LIAR I- h r rI I OR BEVEL CUT. T �� THESE HANGERS WI o •� NORMALLY ACCOM DA TO 50"SKEW. • N BCS. E� �Ak SUL SKEWED LEFT HANGER TYPICAL SUR (SUR IS SKEWED RIGHT) INSTALLATION DIMENSIONS (IN.) FASTENE S MODEL NO. JOIST SIZE W I H B Al A2 HEADER JO ST SUPJL26Z 24 8 1 9116 5 2 1 1/8 ISMS 6-16d GAGd 11f SUR/1-21OZ 2x10, 12 1 9/i6 8 1/8 2 1 1/8. 1 5/i6 10-16d 10-1 1/ SURB_210-2Z (2)2x10, 12 3118 811/i6 25/8 i Vir 2318 14-16d 6-16=21t CUT ' INSTALLATION: -EMBED INTO WET CONCRETE U I TO THE BOTTOM OF THE 1' STANDOFF E PLATE. A 2' MINIMUM SIDE COVER IS RE RED TO . OBTAIN THE FULL LOAD. HOLE IN THE 1 BOTTOM OF THE STRAPS ALL. FOR FREE CONCRETE FLOW. -ALLOW CONCRETE TO CURE a ORE INSTALLATION OF THE POST. TYPICAL PBS DIMENSIONS (IN. POST FASTENERS MODEL NO. W L I H HB NAILS SDSCREWS MACHINE BOLTS QTY. DIA, PBS44AHDG 3 W16 31n 61/4 3 7/16 1416tl 148D#10xl 112 2 1n P5366HOG 5IQ SS18 6112 311/16 14-16d - 2 112 SD14 - CCQ, ECCQ POST CAPS -� I ST ELATION: FOR END COP DITIONS, •I' SPECIFY EC Q _ -INSTALL SIMP SDS 1/4'X21 O ON STRONG -TIE P' SCREWS HICH ARE OWWITH fE(CQ THE COLUM T CAP,, WITH TH A 3/8" ( L. J HEX HEAD IVER. SDS SCREWS IN E LL BEST WITH ' CCQ TYPICAL CCQ LOW SPEED INSTALLATION - BEAM DEPTH MINIMUM 7". /2" DRILL. M UST BE A MODEL NO. BEAM WITH DIM SIGNS (IN.) NO -OF SDS 114W IW SCREWS W1 W2 Lt H CCO ECCQ BEAM POST CCG3SNDG 31M 3114 512 11 81Q 7 16 14 CCQ4HDG 4. 35/8 3518 it Gin 7 14CCO46HDG 4X 35/8 51n it 81n 7 14CC048HDG 4X 3518 712 11 81n 7 i 14CCQ68HDGBx s1n s12 » B1rz ] 14OG618WIDG 6x 51rz 71rz 11 81/2 7 14 SD19 - SDS SCREWS 1-10 MINIMUM FROM TOP OF LEDGERAND BAND JOIST 1 j1 3" MINIMUM ROW SPACING D a - INSTALLATION: - -' • -INSTALL SIMPSON STRONG -TIE SDS 4'T05' ON -CENTER SPACING 1-1/2'MINIMUM WOOD SCREWS WITH FROM END OF OF SDS WOOD SCREWS FROM BOTTOM A 3/8" HEX HEAD LEDGER PER DESIGNER OFI BRAND DRIVER. BANDJOIST - SDS SCREWS INSTALL SDS LEDGER INSTALLATION BEST WITH A LOW SPEED 112" DRILL. SIZE (IN.) MODEL NO. THREAD LENGTH (IN.) 1/4" x 3 l/2" SDS25312 2114 1/4" x 5" SDS25500 239 S35 g ^P4 b4 N SL + ,e a �4GP � AaQa. ,e' -P,P. d � SD02-FASTENERS FASTENING IDENTIFICATION FASTENER NOTES: THE SPECIFIED QUANTITY, TYPE AND SIZE OF FASTENER MUST BE INSTALLED IN THE CORRECT HOLES ON THE CONNECTOR TO ACHIEVE PUBLISHED LOADS. INCORRECT FASTENER SELECTION OR INSTALLATION CAN COMPROMISE CONNECTOR PERFORMANCE AND COULD LEAD TO FAILURE. SD06 - LS FRAMING ANGLES L ¢ M LS LS TOP VIEW MODELING. LON) FASTENERS LS302 3318 6-10d LSSDZ 47M 8-10d LS70Z 6318 10-10d TYPICAL LS5DZ INSTALLATION INSTALLATION TpLLpTJOTION: - FIELD SKEWABLE; BEND ONE TIME ONLY. -JOIST MUST BE CONSTRAINED AGAINST ROTATION (FOR EXAMPLE, WITH SOLID BLOCKING) WHEN USING A SINGLE LS PER CONNECTION. SD10 - CBSQ POST BASES INSTALLATIONS' 1y, ""• -INSTALL SIMPSON STRONG -TIE SDS 1/4"x2" WOOD SCREWS WHICH H Wx , • T 3 MIN. .Ij ARE PROVIDED WITH THE COLUMN BASE, WITH A3/8' HEX HEAD SIDE COVER DRIVER. (LAG SCREWS WILL NOT k� ACHIEVE THE SAME LOAD.) I ('•__ -ALLOW CONCRETE TO CURE III 0 , I BEFORE INSTALLATION OF HTE II I POST. itr TYPICAL - FOR FULL LOADS, A MINIMUM OF 3" `3 CBSO44 SIDE COVER SHALL BE PROVIDED. TYPICAL cam1 ,r / INSTALLATION MODEL NO. POST SIZE DIMENSIONS (IN.) NUMBER OF SDSSCREWS W1 W2 D H CBSOW4SOSPHDG 4" 3 W16 SIM 7 IM 8 SIG 14 051/4'x2' CBSO46SOSMID13 US 3 W16 55116 713/16 811116 14SD51/4'12' CBSQB&5DS2H00 Us 5112 512 6 7/8 8 SIM, 14SD51/4'tn' CBS066SD62HDG 6x6 7112 53B 61/8 811/16 12-SO6114*92' CBSOB63D32HDG Bx6 712 73/9 6IM 811/16 124DS 1/4•x2' SD15 - CC, ECC POST CAPS r.W, i oN� r L 1 F o INSTALLATION: /n'P - FOR END CONDITIONS, SPECIFY ® 1 '4 N o �o 0 0 �� f �(I�/ECC y, _ BOLT HOLES SHALL BE A MINIMUM `l 11 1/32' TO A MAXIMUM 1116' LARGER THAN THE BOLT DIAMETER. CONTACT ENGINEERED WOOD dh ® MANUFACTURERS FOR CONNECTIONS THATARE NOT THROUGH THE WIDE FACE. CC ECC TYPICAL CC - BEAM DEPTH MUST BE AT LEAST AS TALLAS H1. INSTALLATION MODEL NO. BEAM WITH DIMENSIONS (IN.) L W1 W2 H1 CC ECC MACHINE BOLTS DIA. BEAM CC ECC POST CC3-i/44HDG 31/8 319 3618 11 71M 61Q 5/8 4 2 2 CCa-1MSHDG SIM 3114 5IQ 11 7in SIM MB 4 2 2 CC44HDG 4x am am 7 61M 4 GAS 2 1 2 CC66HDG Sx 51n Gin 11 71n 61n 5A1 4 2 2 INSTALLATION: -INSTALL SIMPSON STRONG -TIE SOS WOOD SCREWS WITH A 3/8" HEX HEAD DRIVER. SDS SCREWS INSTALL BEST WITH A LOW SPEED HIGH TORQUE DRILL. -A STANDARD CUT WASHER (PROVIDED) MUST BE INSTALLED BETWEEN THE NUT AND THE DTT2Z SEAT. - BOLT HOLES SHALL BE A MINIMUM 1/32' TO A MAXIMUM 1/16" LARGER THAN THE BOLT DIAMETER. MODELNO. CL ANCHORDIA FASTENERS DT172Z IU16 I/2" ISDS 114NI 10 00000 ROUND HOLES OBOUND HOLES HEXAGONAL HOLES TRIANGULAR HOLES DIAMOND HOLES PURPOSE:TOFASTEN PURPOAXTOMAKE PURPOSE: TO FASTEN A PURPOSE: TO INCREASE NRPOSE: TO A CONNECTOR, FASTENINGA CONNECTOR TO .CONNECTORS TEMPORARILY FASTER FILL REQUIREMENTS: CONNECTORINA CONCRETE OR MASONRY. STRENGTH OR ACHIEVE ACONNECTORTO ALWAYS FILL, UNLESS TIGHT LOCATION RUREQWREMEMS: MAX STRE..TH. MAKEH,F11UNG NOTED OTHERWISE, EASIER. KWAYS FILL -WHEN FILL REQUIREMENTS EASIER FILLREQUIREMENT: FASTENING. WHEN THE DESIGNER FILL REQUIREMENTS: ALWAYSFILL CONMG.R TO SPECIFIES MAX HAILING. NONE CONCRETE OR MASONRY. I I m O SPEED PRONGS DOME NAILING DOUBLE SHEAR NAILING USEDTOIEMPoRMLY INM FEANRE WCE9 THE TIE HALMIx6TALHIN rOSRICHANDSDOURE RGLmmoTHEJ M8) TlE+dsTualewEn. PILOT HOLES THELfMVECTgtFpi HEADER ATA4 ANGLE OISIROUINGT@LOAD FASBiMOFOSTER TM.^II(#ITNOPOMTs ax Tp1NGlK,IFS Fqt ML4TNlAl%K1. EACi1.XMSTNOI WR MINUFN wS,No (WFATeL81RFNGiH. RPOSEs xD FASIEHETS. LSSU210Z sm III Hm SLOPETO 153V UP OR DOWN. SD03 - LUS JOIST HANGERS 9w(x&iW 4A INSTALLATION: - LUS HANGERS INSTALL H SHEAR NAILING. WITH TI 2E X HEADERS OR LEDGERS, -FOR INSTALLATIONS INTOO IIII IV. u USE THE SPECIFIED FULL LENGTH FASTENERS INTO THE • I JOIST AND THE FOLLOWING FASTENERS INTO THE HEADER e e 41II q FOR REDUCED LOADS IN ACCORDANCE WITH -1WW e - XI 1/2NAILS FO I 1 NAILS FOR INSTALLATIONS WITH NAILS W D - SO 1 SO #9 1/2 FOR LUS28Z AND LUS21 Z INSTALLATIONS WITH 1• SD SCREWS S - SD FOR LU526-2Z AND LUS210-2Z INSTALLATIONS I�y,y 6 WITH S S WITH SD SCREWS TYPICAL WS28Z LUS INSTALLATION MODELNO. DIMENSOINS (IN.) FASTENERS NAILS SD SCREWS W H B HEADER JOIST HEADER JOIST LUS26Z I W18 43/4 13/4 4IM 4IW - - WS28Z W16fiGIG1314 6-1Od 410d BSDi19Rin 4SD#9121nLUS210Z /18 ]13/161314 8.10d 410d SSDiBIQin 45D#Bx21Q LU826-2Z He4]/6 i 2 4Ifkl 4-16d "0 SIM IQ 4 #IO161n U.Mir z 1Is 9 2 8-15d 6.161 85D#IW21 6 #10x21 SD07 - LSU LSSU ADJUSTABLE JOIST HANGERS INSTALLATION: FOLLOW 3-STEP INSTALLATION SEQUENCE FOR SKEWED OR SLOPED/SKEWED APPLICATIONS. DO NOT SUBSTITUTE 10DX7 1/2 NAILS FOR FACE NAILS. TO SEE AN INSTALLATION VIDEO ON THIS PRODUCT, VISIT W W W-STRONGTIE.COM- MODEL NO. DIMENSIONS ON.) FASTENERS W H A HEADER JOIST LSU26Z 1 9116 4718 Ila 6-im 510dx11n MU21OZ 1 W16 SIQ 1518 10-100 7-1Ddx1/12 SD11- BC, BCS POST CAPS -�� W! _ -- - INSTALLATION: -� -BCS INSTALL DOME NAILS ON BEAM; DRIVE NAILS AT AN ANGLE THROUGH THE •� BEAM INTO THE POST O BELOW. BC: DO NOT INSTALL BOLTS INTO PILOT HOLES. BCS TYPICAL BCS INSTALLATION (BC SIMILAR) (BC SIMILAR) DIMENSIONS (IN.) FASTENERS MODEL NO. W1 W2 Li L2 Hl H2 NAILS ED SCREWS BEAM FLANGE POST FLANGE BEAM FLANGE POST FLANGE Sacs 39116 3911627/82718 3 3 G-lSd 0.161 6SDMUSl12 6S0MOx1-12 BCs2 51n Sin 3/6 {316 3S'S 'res 12-16d 12-16d - SC52.N4Z 31M 39116271827182151152111118 8.10d eVkl 8SD#W4Q 6SD#Bx1-1n acs-"fflz 45/8 591111 4318 271E 35?l6215fl612-l6d TYPICAL H1Z AND HZ5Z INSTALLATION SD16 - H HURRICAINE TIES eRl �i 1W[ 'I �V '(° H1Z H2,5Z FASTENERS MODEL NAILS SDSCREWS NO. TO JOIST TO BEAM TO JOIST TO BEAM Hit 84Mx112 48dx112 BSD1Nz11n 45D#exi 12 H2.52 6SLh11rz SSdz11n SSD 119x11/2 55D 111n HBZ 610tlM 12 siax112 SSD /NM 12 6SD>Mx11n 1) HaZ INSTALLATION: - USE ALL SPECIFIED FASTENERS. SD20 - DTT2Z DECK TENSION TIE DTT2Z DeciPing nYD•) POST DTT2 I/Fdiameter LRIM machine bobs or joist 4hreaded rode wRh \ nuts and washers DTT2Z INSTALLED AS A LATERAL CONNECTOR FOR A DECK GUARDRAIL POST. AN�BLE INIA NAILS STEP is STEP 2: STEP 3: NAIL HANGER TO SLOPECUT SKEW FLANGE FROM 0-453/6'. ATTACHHANGERTOTHE CARRIED MEMBER, BEND OTHER FLANGE BACK CARRYING MEMBER, INCITE INSTALLING SEAT NAIL FIRST. ALONG CENTERLINE OF SLOTS ANGLE SIDE FIRST(SEE NO BEVEL NECESSARY FOR UNTO IT MEETS THE HEADER, FOOTNMOTEIPMSTAILMAILS SKEWED INSTALLATION BENDONETIMEONLY. ATANANGLE, INSTALL JOIST NAILS AT 45 31W ANGLE. SD12 - AC, LPC, LCE POST CAPS L I �'��,) INSTALLATION: I - INSTALL IN PAIRS. ••I "" I o ) - FOR LCE4Z INSTALLATIONSE ON MITERED CORNER n I r I/ - a000NDITIONS, REFER TO • W � FOR MOR INFORMATION. AC LPCZ TYPICAL LCE4Z INSTALLATION DIMENSIONS ON.) FASTENERS MODEL NO W L NAILS ESCREWS BEAM POST BEAM POST AC'U 3 W16 61n 1416d 1416d 14 13#10x11n i4SD#10x112 AC6Z 51n 81/2 1418d 1416d 14SDitIN112 l"DAMMIl2 UC4Z 3W16 312 8-101 S-IN 8SD#9XI in BSD#WL11n LPCBZ SWIG 5112 8.101 &iw - - LCE4Z - 53/8 14-I6d 10-IM 145D#I(Ml IQ 10SD#10x11n SD17 - LSC STAIR STRINGER CONNECTOR ., DECK F A\ DING INSTALLATION BEFORE FASTENING, POSITION SCZ O O THE STAIR STRINGER WITH THE ex STAIR LSCZ ON THE CARRYING STRINGER r; „3 MEMBER TO VERIFY WHERE THE &� BEND SHOULD BE LOCATED. - TABS ON THE LSCZ MUST POSITIONED TO THE INSIDE OF r THE STAIRS. THE FASTENERT IS INSTALLLEDDINTO TH TO THE BOTTOM EDGE OF THE STRINGER MUST LSCZ TYPICAL O INTO THE SECOND -TO -LAST INSTALLATIONS HOLE. H - M DISTANCE A i NIM M U S CE MEASURED FROM THEE LOWEST RIM -JOIST FASTENER TO THE EDGE OF RIM JOIST IS REQUIRED. FASTENERS. MODEL NAILS SD GCE RMS NO. RIM JOIST STRINGER STRINGER RIM JOIST STRINGER STRINGER WIDE FACE NARROW FACE WIDE FACE NARROW FACE LSCZ 8-10dx112 e-tOdxlln 1-101z112 e-SDiNlL11n BSD#9xitn 1SDiMxltn , = 'Vmax. Iv diameter _ n'Vaaa6l6ed It 6 L' HDG threaded "rlcerderrOt01st rod wdh nuts WM hoolds= and washers \ - UOrd11180USR31hine (Par code) nor GrGwn L - Ili Nam -: I•- I u � S o e II� In all IDeDR OTT% 11 (u9{Ytl 1IDist Dr Imst 's Nine 'Mml �.._ _L -..... DTT2Z INSTALLED AS A LATERAL CONNECTOR FOR A DECK -TO -HOUSE LATERAL LOAD CONNECTION. WOOD CONNECTION DETAILS r 1 rx7 -.CJiI �N- 0FES1 7ni GREEN DESIGN CONSTRUCTION & DEVELOPMENT LLC COA#30250 AA#26003565 502 NW 2ND STREET, OKEECHOBEE, FLORIDA 34972 P: 863 467-1111 ( ) F: (863) 582-9574 W W W.GDCFLORIDA.COM WW V z W W II. cc ° W LLI I_ Iw ¢ O Z ? co J O zoo L9 Q3 W uWi) oM � O O 'Cr Itv d I.L.Ch cY) Vi F H W C Luvr0w U) V Q'4 Lu a c~�o-13 v W d LtJ 1 -1110 0 ao a a ISSUED IN PROGRESS ❑ ISSUED FOR REVIEW ISSUED FOR BIDDING ❑ ISSUED FOR PERMIT ■ ISSUED FOR CONSTRUCTION ❑ LIABILITY NOTE THIS (S THE PROPERTY OF GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT IS NOTTO BE USED ON ANY OTHER PROJECTAND ISTO BE RETURNED UPON REQUEST, SCALES AS STATED HEREIN ARE FOR REFERENCE ONLYAS NORMAL REPRODUCTION PROCESSES MAYALTER THE ACCURACY OF ORIGINAL DRAWINGS. -07 7� 1 Ga' Cc Y 1 y ­. W e 1 w e, �< .1 . �'.'` ,A '. nmriin nu���` JOHN H. CRESWELL PE #40940/ COA #30250 C: (863) 467-1111 E: john@gdcflorida.com REVISION WRITTEN DIMENSIONS ON THESE DOCUMENTS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. DRAWN BY B.S. & K.W. CHECKED BY J.H.C. DATE 1/19/2018 SHEET S-508 ACU-1 INST-HOT GAS WATER HEATER EXHAUST FAN CEILING MOUNTED - (50 CFM MIN.) EXHAUST FAN 4" 0 GALV. 26GA SMOOTH - PIPE TO VENT THROUGH - EAVE VENT 8X41W DRYER EXHAUST VENT THRU WALL PROVIDE RECESSED METAL VENT 54 CFM I II BOXAND 4" 0 GALV. 26GA SMOOTH DR PIPE W/ BACK DRAFT DAMPER AND - 4' d NO SCREENS) (200 CFM MAX) EXHAUST FAN 4" 0 GALV. 26GA SMOOTH PIPE TO VENT THROUGH EAVEVENT EXHAUST FAN CEILING MOUNTED (50 CFM MIN.) ATTIC ACCESS _--- �' AHU-1 � I II s0 6" 0 12X61W N N 102 CFM iT 1OX10 R/A 102 CFM 8X4 W 34 CFM BX4 15( 0 0 455 15124 12" 0 81.0 12X 178 E- C] F 12XB I W 178 CFM 69 CFM�I-- yL, I I I i I DRYER EXHAUST VENT THRU WALL PROVIDE RECESSED METAL VENT L—J t//— BOX AND 4" 0 GALV. 26GA SMOOTH j PIPE W/ BACK DRAFT DAMPER AND NO SCREENS) (200 CFM MAX) T�0 1OX10 R/A 106 CFM 12X6 1W 106 CFM6110 TT I 12115 LE 7" 0 MICRO/EXAUST RANGE HOOD THRU ROOF ( _ (400 CFM MAX) �� T f 8X8 4W 134 CFM O� I 7" y 8X84W 134 CFM EXHAUST FAN CEILING MOUNTED (50 CFM MIN.) EXHAUST FAN 4" 0 GALV. 26GA SMOOTH PIPE TO VENT THROUGH EAVE VENT MECHANICAL PLAN 0 SCALE:1/4" = V-0" EXHAUST FAN 4" 0 GALV. 26GA SMOOTH PIPE TO VENT THROUGH EAVE VENT - - ,- L EXHAUST FAN ` CEILING MOUNTED (50 CFM MIN.) i 20/18 RETURN AIR WALL TT MOUNTED W-O" A.F.F. 8X4 1 W TO BOTTOM OF GRILLE�� 1 CFM 46 CFM XIL __ -1 5514"0 6' 0 I "0 10X61W 9112 - 95 CFM 6" 0 12X6 1 W � 123 CFM 12 0 16X16 R/A 6" 0 h -- 363 CFM 7" \ 9" 0 'V I V-A 12X6 3W .6 34 CFM 6" 1OX10 R/A 108 CFM ATTIC LESS L � TT F 8X41W 71CFM 7"0 12X6 1 W 106 CFM 12X6 1 W 106 CFM 0 IMPORTANT NOTE 1. A/C SYSTEM EQUIPMENT MUST BE SELECTED IN ACCORDANCE WITH ACCA MANUAL S AND MUST SATISFY BOTH THE SENSIBLE AND LATENTCAPACITYPROVIDED IN THIS PROJECTS CORRESPONDING MANUAL J LOAD CALCULATIONS WHILE CONFORMING TO ALL FBC 6TH ED (2017) REQUIREMENTS AND ALL APPLICABLE CODES. 2, CONTRACTORSHALL VERIFY WITH OWNER PRIOR TOANY PURCHASING OR INSTALLATIONOF EQUIPMENT AND EXPLAIN ANY BUILDING STANDARDS OR CODES REQUIRING ADHERENCE IN THE SELECTION OF SAID EQUIPMENT. CONTRACTOR SHALL PROVIDED OWNER WITH AND EXPLAIN EQUIPMENTOPTIONS. 3. A/C EQUIPMENT TO BE CORROSION COATED. 4. ALL SUPPY& RETURN AIR DROPS WILL HAVEBUTTERFLYBALANCING DAMPERS AT INLET OF CAN. ACCESSIBLE THRU REGISTER FOR TEST AND BALANCE CONTRACTOR. 5. CERTIFIED TEST & BALANCE BYAN INDEPENDENT CONTRACTOR WILL BE MANDATORYFOR FINAL INSPECTION. A/C SYSTEM SCHEDULE AREA SYS NO MFGR COND. MODEL AIH MODEL HEAT CAP. TOTAL SENSIBLE COMP. NO. RLA CONDSR. NO. HP VOLT PHASE MCA SEER TONS RES 1 CONTRACTOR SHALL VERIFY WITH OWNER PRIOR TO ANY PURCHASING OR INSTALLATION, IFA BUILING STANDARD HAS TO BE FOLLOWED REGARDING A SPECIFIC MODEL OR MANUFACTURER AND SHALL BRING ANY DISCREPANCY TO THE ATTENTION OF THE ENGINEER. SYSTEM COOLING AND HEATING LOADS SENSIBLE GAIN (BTUH) LATENT GAIN (BTUH) NET GAIN (BTUH) SENSIBLE LOSS (BTUH) MINIMUM SYSTEM CFM (CFM) 36681 9033 45713 35232 1577 SYSTEM COOLING AND HEATING LOADS WERE CALCULATED USING ACCA APPROVED SOFTWARE IN ACCORDANCE WITH ACCA MANUAL J AND MANUAL 0, SEE MANUAL J ASSOCIATED WITH THIS PROJECT FOR DETAILS. 123 CFM FRESH AIR HONEYWELLTRUEFRESH ERV SKU: VNT5200E1000 _-- l 6"0 123 CFM i 8X41W EXHAUSTAIR 4"0 -- Ttll)CFM 4-0 a,--, �4 WNW. ki. <I �7c51GN GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC COA#30250,AA#26003565 502 NW 2ND STREET, OKEECHOBEE, FLORIDA 34972 P: (863) 467-1111 F: (863) 582-9574 WWW.GDCFLORIDA.COM WW W Z W N W°� Q CD CD V J O O Z C0 0 M IY wwoFjf oo_ Z M O O4 tl 1-4-L1 LJ_ Cl) Cl) u)? WWO Lu V H O W 001aIx QLU0 < V O IL � V W ILW OC a w w d I1 ISSUED IN PROGRESS ISSUED FOR REVIEW ISSUED FOR BIDDING ISSUED FOR PERMIT ■ ISSUED FOR CONSTRUCTION LIABILITY NOTE THIS IS THE PROPERTY OF GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED UPON REQUEST. SCALES AS STATED HEREIN ARE FOR REFERENCE ONLYAS NORMAL REPRODUCTION PROCESSES MAYALTER THE ACCURACY OF0RIGINAL DRAWINGS. MECHANICAL CERTIFICATION: PER MY REVIEW THESE PLANS FOR THE PROPOSED PLANS ARE IN CONFORMANCE WITH F.B.C. 2014, MECHANICAL, AND THE 2014 FLORIDA ENERGY EFFICIENCY CODE. BY: CONTRACTOR PRINTED NAME SIGNATURE FLORIDA LISCENSE NUMBER REVISION WRITTEN DIMENSIONS ON THESE DOCUMENTS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. DRAWN BY D.F.W. CHECKED BY S.M.K. C, DATE WJ''l /19/2018 SHEET M-101 ELECTRICAL SPECIFICATIONS PART 1-GENERAL A. THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL NEW ELECTRICAL WORK INDICATED, CONSTRUCTION SHALL BE IN ACCORDANCE WITH DRAWINGS AND APPLICABLE SPECIFICATIONS IF A PROBLEM IS ENCOUNTERED IN COMPLYING WITH THIS REQUIREMENT, CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER AS SOON AS POSSIBLE AFTER DISCOVERY OF THE PROBLEM AND SHALL NOT PROCEED WITH THAT PORTION OF THE WORK UNTIL ARCHITECT/ENGINEER HAS DIRECTED CORRECTIVE ACTION TO BE TAKEN. B. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BID AND FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATIONS INSTALLATIONAND MAKE PROVISIONS AS TO THE COST THEREOF. C. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE (AS ADOPTED BY THE AUTHORITY HA VING JURISDICTION) AND ALL CODES AND ORDINANCES OF THE AUTHORITY HA VING JURISDICTION. THE SPECIFICATION, CODES AND STANDARDS LISTED BELOW ARE UTILIZED IN THIS PROJECT. 1. NATIONAL ELECTRICAL CODE (NFPA-70) 1. CODE FOR SAFETY TO LIFE (NFPA_101) 3. STANDARD FOR THE INSTALLATION, MAINTENANCE AND USE OF LOCAL PROTECTIVE SIGNALING SYSTEMS (NFPA-72) 4. UNDERWRITERS' LABORATORIES (UL) S. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) 6. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) 7. FEDERAL SPECIFICATION (FED. SPEC.) 8. INSULATED POWER CABLE ENGINEERS ASSOCIATION (IPCEA) 9. FLORIDA BUILDING CODE. 6TH EDITION (2017) 10. INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE) 11. OKEECHOBEE COUNTY BUILDING CODE. (AMMENDMENTS To FLORIDA BUILDING CODE 6TH EDITION (2017)) 12. ADDITIONALLY, DESIGNS, WORK PRACTICES AND CONDITIONS MUST CONFORM WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 (OSHA) D. DO NOT SCALE THE ELECTRICAL DRAWINGS, REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT. CONFIRM WITH OWNER'S REPRESENTATIVE. E. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. F. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. G. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THERE BY. H. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. I. CONTRACTOR SHALL PAYFOR ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. J. THE TERM "PROVIDE" USED IN THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL MEAN THAT THE CONTRACTOR IS TO FURNISH, INSTALL AND CONNECT COMPLETE. PART 2-PRODUCTS A. MINIMUM WIRE SIZE SHALL BE #12 A.W.G. (EXCEPT AS NOTED OTHERWISE FOR CONTROL WIRING). ALL CONDUCTORS SHALL BE 98% CONDUCTIVITY, COPPER WITH "THHN-THWN" INSULATION UNLESS OTHERWISE NOTED. B. ELECTRICAL METALLIC TUBING (EMT) SHALL BE OF BEST QUALITYSTEEL, SMOOTH INSIDE AND OUT AND SHALL BE HOT -DIPPED GALVANIZED. C. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS CAST ALLOY WITH THREADED HUBS IN WET OR DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. D. RIGID NONMETAUCCONDUIT SHALL BE SCHEDULE 40 PVC. E. ALL MATERIALSSHALL BE NEW AND BEAR UNDERWRITERS' LABELS WHERE APPLICABLE. F. PANELBOARDS: 1. CURRENT CARRYING BUSES SHALL BE COPPER. GROUND BUS BARS SHALL BE COPPER. 2. ALL CIRCUIT BREAKERS SHALL BE BOLT ON. PLUG-IN BREAKERS ARE NOT ACCEPTABLE. 3. CIRCUIT BREAKERS USED AS SWITCHES IN FLUORESCENT OR HID LIGHTING CIRCUITS SHALL BE LISTED AND MARKED'SWD" 4. ALL CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE HACR TYPE. 5. Al C. RATINGS SHALL BE AS INDICATED ON PANELBOARD SCHEDULES. 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 G. DISCONNECT SWITCHES SHALL BE H.P. RATED, HEAW DUTY, QUICK -MAKE, QUICK -BREAK. ENCLOSURES SHALL BE NEMA-1 FOR INDOOR LOCATIONS NEMA 3R FOR OUTDOOR LOCATIONS OR AS OTHERWISE NOTED. H. MOTOR STAR TERSSHA LL BE MANUAL OR MAGNETIC AS INDICATED ON THE ELECTRICAL DRAWINGS, WITH OVERLOAD RELAYS IN EACH PHASE. L WIRING DEVICES (GENERAL PURPOSE RECEPTACLES AND WALL SWITCHES) COLOR SHALL BE COORDINATED WITH CLIENT. VCALCULATIONS RESIDENTIAL SERVICE - DESCRIPTION QUANTITY AMP _- VOLTS _ DEMAND (W) NON DEMAND (W) GENERAL LIGHTING 3256 15 120 9768 0 KITCHEN CIRCUIT 4 20 120 6000 0 RANGE 1 50 240 BODO 0 MICROWAVE 2 20 120 3000 0 DRYER 2 30 240 10000 0 WASHER 2 20 120 3000 0 WATER HEATER 1 120 240 5000 0 POOL PUMP 1 30 240 2000 0 DISHWASHER 2 20 120 3000 0 REFRIGERATOR 2 20 120 3000 O LAUNDRYCIRCUIT 2 20 120 0 0 55,768 W 10,000 W 18,307 W 28,307 W 14,000 W 42,307 W 176 AMPS REQUIRED 1 300 AMPS PROVIDED TOTALDEMAND: FIRST 10,000 @ 100% REMAINDER @ 40% TOTALADIUSTED DEMAND: TOTAL NON DEMAND: TOTALLOAD: TOTAL LOAD/240 V = PART 3-EXECUTION A. COLOR CODING OF CONDUCTORS SHALL BE AS FOL OWS.' 1. 201120 VOLTS, 3 PHASE, 4-WIRE SYSTEM: UA GROUNDED CONDUCTORS: 1 BLACK, 1 RED AND 1 BLUE. GROUNDED (NEUTRAL) CONDUCTOR; WHITE. GROUNDING CONDUCTORS SHALL BE GREEN. 2. 4801277 VOLT, 3-PHASE, 4-WIRE SYSTEM: IJ VGROUNDED CONDUCTORS: 1 BROWN, 1 YELLOW, AND 1 PURPLE. GROUNDED (NEUTRAL) CONDUCTORS; GREY. GROUNDING CONDUCTIC RS SHALL BEGREEN, 3. BRANCH CIRCUIT WIRING (#6 AND SMALLER) HALL BE COLOR CODED BY CONTINUOUS INSULATION COLOR AND FEEDERS AND SERVICES (#4 AND LARGER) SHALL BE CODED AT ALL JUA CTION OR PULL POINTS (EXCEPT LB'S OR LBO'S) USING COLOR MARKERS OR PLASTIC TAPE MANUFACTURED FOR THE PURPOSE. B. WIRING METHODS: 1. ALL CONDUCTORS SHALL BE INSTALLED IN EL CTRICAL METALLIC TUBING (EMT) UNLESS OTHERWISE NOTED, SPECIFIED OR AS SPECIFICALLY PROHIBITED BY THE AUTHORITY HAVING JURM DICTION. ALL FITTINGS AND COUPLINGS FOR EMT CONDUIT SHALL BE ALL STEEL RAIN TIGHT YPE OR ALL STEEL CONCRETE TIGHT SET SCREW TYi 1E. 2. SCHEDULE 40 PVC CONDUIT, WITH FITTINGS NO COUPLINGS APPROPRIATE FOR THE USE, SHALL BE INSTALLED UNDERGROUND OR BELOW SLABS ON GRADE. 3. TYPE MC CABLE WITH ALUMINUM ARMOR D INTERNAL GROUND IS ACCEPTABLE FOR USE AS GENERAL BRANCH CIRCUIT WIRING FOR CIRCUITS 20 AMPERES OR LESS AND CONCEALED IN WALLS OR ABOVE SUSPENDED CEILING AND AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. C. ELECTRICAL SYSTEM SHALL BE COMPLETEAND EFFE CTIVELYGROUNDED AS REQUIRED BY THE LATEST EDITION OF THE N.E.C. AND LOCAL CODES. D. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BEFULLYOPERA TIVEAND ACCEPTED BYEN VNEERIARCHITECT. E DEST AVOID INTERFERENCE THE PROGRESSOFCONSTRUCTION. E. ALL WORK SHALL BE COORDINATED WITH OTHER 0 WITH F. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF POWER AND TELEPHONE COMPANIES, AND SHALL BE FULLY COORDINATED WITH THEM PRIOR TO COMMENCI MENT OF WORK. G. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, P ILL WIRES, BOXES, COVER PLATES, AND WIRING DEVICES, FOR ALL OUTLETS AS INDICATED. H. MATERIALS, PRODUCTS AND EQUIPMENT, INCL JOING ALL COMPONENTS THEREOF, SHALL BE NEW AND SUCH AS APPEAR ON THE UL LIST OFAPPROVED ITEMS AND SHALL MEET OR EXCEEI THE REQUIREMENTS OF NEC, NEMA, AND IECE. I. CONTRACTOR SHALL SUBMIT AT LEAST FIVE (5) SETS OF SHOP DRAWINGS OR CUT SHEETS OF LIGHTING FIXTURES, SWITCHES, AND OTHER ELECTRICAL ITEMS FOR APPROVAL BYENGINEER/ RCHITECT J. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CU ING AND PATCHINGREQUIRED OF HIS WORK. K. ALL LAY -IN LIGHTING FIXTURES SHALL BE SECURED TO THE SUSPENDED CEILING GRID AT EACH CORNER. L. CONTRACTORSHALL COORDINATE WITH MECHANI L DRAWINGSAND PROVIDEALL NECESSARY CONTROL WIRING. M. ALL ELECTRICAL POWER WIRING FOR THE HVACS(STEM INCLUDING WIRING THRU LINE VOLTAGECONTROL DEVICES SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. N. CONDUCTORS FOR BRANCH CIRCUITS SHALL BE III CREASED FROM SIZES INDICATED ON PANEL SCHEDULES TO PREVENT VOLTAGEDROP EXCEEDING 3% AT THE FARTHEST DEVICE. LOADS FOR DETER WINING CONDUCTOR SIZE SHALL BE BASED ON ACTUAL CONNECTED LOAD OR 80% OF BREAKER SIZE, WHICHEVER IS GREATER CONTACT ENGINEI 5R OF RECORD FOR ALL RUNS IN EXCESS OF 100 FT. FOR DETERMINATION OF WIRE SIZE. FOR BID PURPOSES, INCREASE WIRE BY ONE (1) WIRE SIZE FOR RUNS 100 FT. TO 200 FT. AND TWO (2) WIRE SIZES FOR RUNS OVER 200 FT. O. FEEDER CONDUCTORS SHALL BE INCREASED FROI 4 SIZES INDICATED ON RISER DIAGRAM TO PREVENT VOLTAGEDROP EXCEEDING 2%. LOADS FOR DETERMINING CONDUCTOR SIZE SHALL BE BASEL ON ACTUAL CONNECTED LOAD OR 80% OF BREAKER SIZE, WHICHEVER IS GREATER. A THE CONTRACTOR SHALL CONFIRM WITH THE f LECrRICAL UTILITY COMPANY ANY AND ALL REQUIREMENTS SUCH AS: METERING EQUIPMENT REQUIREMENTS AND METERING EQUIPMENT LC CATION TRANSFORMER SIZE AND LOCATION OR SERVICE POINT, CONDUIT ENTRY AND LUG SIZE RESTRICTIONS THE CONTRACTOR SHALL SCHEDU ALL REQUIRED DOWN TIME FOR THE OWNERS CONFIRMATION Q. ANY CONFLICTS AND DESCREPANCIESSHALL BE BA OUGHT TOTHE ATTENTION OFTHE ENGINEER BEFORE PROCEEDING WITH ANY WORK. R. PER NEC 210.8(B)(3) ALL 15- AND 20-AMPERE,12 VOLT RECEPTACLES IN NONDWELLING-TYPE KITCHENS TO BE GFCI PROTECTED. S. ALL BRANCH CIRCUITS THATSUPPLY 120-VOLT, SIN LE-PHASE,15- AND 20- AMPERE OUTLETS INSTALLED IN KITCHEN, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DEA S, BEDROOMS, SUNROOMS RECREATIONS ROOMS, CLOSETS, HALLWAYS, LAUNDRYAREAS, AND SIMILAR ROOMS OR AREAS SHALL HAVEARC-FAUL CIRCUIT -INTERRUPTER PROTECTION IN ACCORDANCEWITH FSC 6TH EDITION (2017) RES. E3902.16. FANS LIGHTING FIXTURE SCHEDULE WA�- I DESCRIPTION MPS VOLTAGE .MOUNTING CEILING FAN 1 65 1 120 1 FLUSH REMARKS SEE OWNER FOR SPECIFICATIONS CEILING FAN WITH LIGHTS LED 80 120 FLUSH SEE OWNER FOR SPECIFICATIONS CEILING DESCRIPTION LAMPS VOLTAGE MOUNTING REMARKS LIGHTS TYPE WATT PENDANT LIGHT FIXTURE LED 10 120 HANGING SEE OWNER FOR SPECIFICATIONS 0 6' CAN LIGHT LED 10 120 RECESS SEE OWNER FOR SPECIFICATIONS O 4" CAN LIGHT LED 10 120 RECESS (O� 6" SHOWER TRIM LED 10 E 120 RECESS SEE OWNER FOR SPECIFICATIONS ® VENT FAN WITH LIGHT LED 40 120 FLUSH SEE OWNER FOR SPECIFICATIONS 12"x 48" FLAT PANEL LIGHT LED 35 120 FLUSH SEE OWNER FOR SPECIFICATIONS 24" x 48' FLAT PANEL LIGHT :LED 70 120 FLUSH SEE OWNER FOR SPECIFICATIONS 12" x 24" FLAT PANEL LIGHT LED 35 120 FLUSH SEE OWNER FOR SPECIFICATIONS TRACK LIGHT LED 70 - 120 FLUSH SEE OWNER FOR SPECIFICATIONS OCEILING LIGHT FIXTURE LED 15 120 FLUSH SEE OWNER FOR SPECIFICATIONS CEILING LIGHT FIXTURE LED 15 120 FLUSH SEE OWNER FOR SPECIFICATIONS WALL LIGHTS DESCRIPTION LAMPS VOLTAGE MOUNTING REMARKS TYPE WATT CARRIAGE LIGHT LED 15 120 SURFACE SEE OWNER FOR SPECIFICATIONS 4'-6' OR 6' HIDDEN VANITY BAR LIGHT LED 30 120 SURFACE SEE OWNER FOR SPECIFICATIONS T-� POOL LIGHT LED 15 120 SURFACE SEE OWNER FOR SPECIFICATIONS ® WALL MOUNTED LIGHT LED 15 120 SURFACE SEE OWNER FOR SPECIFICATIONS 4?„ FLOOD LIGHT LED 20 120 SURFACE IR SCANNER SEE OWNER FOR SPECIFICATIONS NOTES; INO SUBSTITUTIONS TO THE LIGHT FIXTURE SCHEDULE CONTAINED IN THESE DOCUMENTS WILL BE CONSIDERED 1. VERIFY CEILING TYPES PRIOR TO ORDERING FIXTURES. WITHOUT PRIOR REVIEW AND/OR APPROVAL BY THE DESIGNER AND ELECTRICAL ENGINEER. 2. MOUNT AT 7'-6"ABOVE STAIR LANDING. 3. PROVIDE FIXTURE WITH ACCESSORY WIRE GUARD. 4. INSTALL FIXTURE ON SINGLE STEM ADJUSTABLESWIVEL HANGERS WITH BOTTOM OF FIXTURE ATIW-O". 5. PROVIDE ALL FLUORESCENT FIXTURES THAT UTILIZE DOUBLE -ENDED LAMPS AND CONTAIN BALLAST'S WITH A BUILT-IN MEANS TO DISCONNECT THE BALLAST FROM THE SOURCE OF SUPPLY. 6. VERIFY BALLAST REQUIREMENTS FOR ALL FLUORESCENT FIXTURES. PROVIDE ELECTRONIC DIMMING BALLASTS FOR SPECIFIC FIXTURES INDICATED WITH DIMMER CONTROL. ELECTRIC LEGEND TELEPHONE OUTLET I DATA OUTLET © TELEVISION OUTLET ' 20 AMP SINGLE RECEPTACLE (NEMA 5-20R) 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) ' 20 AMP QUADRUPLEX RECEPTACLE (NEMA 5-20R) ' 240 V OUTLET 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R), RECESS FLOOR MOUNTED, PROVIDE BRASS COVER PLATEAND CARPET FLANGE 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R), CEILING MOUNTED SPECIAL-PURPOSE RECEPTACLE O SPECIAL-PURPOSE RECEPTACLE MOUNTED BELOW RAISED FLOOR EXHAUST FAN EXHAUST FAN WITH LIGHT SINGLE POLE, 20 AMP SWITCH, MOUNT 46" A.F.F. TO CENTERLINE OF THE SWITCH UNLESS OTHERWISE NOTED 3-WAY, 20 AMP SWITCH, MOUNT 46" A.F.F. TO CENTERLINE OF THE SWITCH UNLESS OTHERWISE NOTED 4-WAY, 20 AMP SWITCH, MOUNT 46" A.F.F. TO CENTERLINE OF THE SWITCH UNLESS OTHERWISE NOTED SINGLE POLE, 20 AMP SWITCH, WITH DIMMER, MOUNT 46" A.F.F. o TO CENTERLINE OF THE SWITCH UNLESS OTHERWISE NOTED OCCUPANCY SWITCH, MOUNT 46" A.F.F. TO CENTERLINE �'D OF THE SWITCH UNLESS OTHERWISE NOTED Q WALL MOUNTED DUAL TECHNOLOGY MOTION SENSOR O CEILING MOUNTED DUAL TECHNOLOGY MOTION SENSOR ® DISCONNECTISTARTER (SEE MECHANICAUPOWER PLAN) PANEL (SEE SCHEDULE FOR SIZE AND TYPE) �r SUB PANEL (SEE SCHEDULE FOR SIZE AND TYPE) ® SMOKE DETECTOR ® SMOKE DETECTOR, CO DETECTOR COMBO METER MAIN COMBO (SEE SCHEDULE FOR SIZE AND TYPE) JUNCTION BOX = GFCI-GROUNDFAULTCIRCUIT INTERRUPT; IG - ISOLATED GROUND; + AFCI -ARC FAULTCIRCUIT INTERRUPTER; S - INTERGRAL SWITCH; WP-WEATHERPROOF; XP - EXPLOSIONPROOF; GD - MULTIFUNCTION GARAGE DOOR SWITCH; ELECTRICAL RISER DIAGRAM EXTERIOR OF BUILDING INTERIOR EXTERIOR OF BUILDING OF 300 AMP BUILDING METER/MAIN i DISCONNECT - ,I 1 - ,I UTILITY COMPANY 300 AMP FUTURE FUTURE PANEL BOATDOCK BOATDOCK PAD MOUNTED TRANSFORMER I "A" I SUB PANEL SUB PANEL I I I L - -I- - L - -i- - i I II I I i I I I NEW SUPPLY BY FPL FROM UNDERGROUND W/ 4" SHC. 40 _ 2" SCHD 40, TO FUTURE BOATDOCK (THRU FRAME WALL) #2 BARE 2" SCHD 80, TO "A" PANEL W/(3) 2/0 & (1) #4 (THRU BLOCK WALL) G 3" SCHD 40, TO FUTURE OUTDOOR KITCHEN 4 2 BARE (THRU FRAME WALL) & GROUND ROD TIED TO STEEL REBAR AND WATER PIPE NOTES, SYMBOLS GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC COA#30250, AA#26003565 502 NW 2ND STREET, OKEECHOBEE, FLORIDA 34972 P: (863) 467-1111 F: (863) 582-9574 WWW.GDCFLORIDA.COM WW Z LU W W ° W LL q o y Q W p Z U c)) CDy J o zLU oo M a3 W w 0 g M Z c`+�O_jvv v O_ LL m cry U) F F W p LU 0W a_� aJL "'IL C>=' V W W a W plia' a a' a a a ISSUED IN PROGRESS ISSUED FOR REVIEW ISSUED FOR BIDDING ISSUED FOR PERMIT . ISSUED FOR CONSTRUCTION LIABILITY NOTE THIS IS THE PROPERTY OF GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED UPON REQUEST. SCALES AS STATED HEREIN ARE FOR REFERENCE ONLY AS NORMAL REPRODUCTION PROCESSES MAYALTER THE ACCURACY OF ORIGINAL DRAWINGS. ELECTRICAL CERTIFICATION: PER MY REVIEW THESE PLANS FOR THE PROPOSED PLANS ARE IN CONFORMANCE WITH F.B.C. 2014, ELECTRICAL, AND THE 2014 FLORIDA ENERGY EFFICIENCY CODE. BY: CONTRACTOR PRINTED NAME SIGNATURE FLORIDA LISCENSE NUMBER REVISION WRITTEN DIMENSIONS ON THESE DOCUMENTS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. DRAWN BY D.F.W. CHECKED BY S.M.K. 1 DATE CO 9/2018 SHEET E-001 cep GARAGE DOOR RECEPTACLES \ �GFG GM A/C UNIT AND RECEPTACLE IACU-� W/DISCONECTSWITCH L--- ATTIC HUNG FROM STRUCTURAL BRACING BETWEEN UPPER CHORD OF TRUSS r R ACLE ACC 4 TIC METER MAIN COMBO PANEL (300 AMP) cFyy (30S AMPS) INST-HOT GAS WATER HEATER i GFU I �i F TURE iJ PO TURLPU P - I GP0 -- ou El w 2" ELECTICAL CONDUIT TO DOCK ; {If'1 cFGf� cF9 I I I� io b qG 'PGFq Ill �� r ,I RECEPTACLE IN / ATTIC FOR ERV I ATTIC . _.. . IIACCESS % V r I INSTALL TV AND RECEPTACLES cFa AS CLOSE TO CORNER AS POSSIBLE_�� GF�U - -- i3" ELECTRICAL CONDUIT FOR FUTURE OUTDOOR KITCHEN U l POWER PLAN SCALE: IMPORTANT NOTE 1. ALL BRANCH CIRCUITS THAT SUPPLY110-VOLT, SINGLE-PHASE,15 AND 20- AMPERE OUTLETS INSTALLED IN KITCHEN, FAMILYROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATIONS ROOMS, CLOSETS, HALLWAYS, LAUNDRYAREAS AND SIMILAR ROOMS OR AREAS SHALL HAVEARC-FAULTCIRCUIT-INTERRUPTER PROTECTION IN ACCORDANCE WITH FBC 6TH ED (2017) RES. E3902.16. POWER PA P !0' ���k3 �7E51GN GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC COA#30250, AA#26003565 502 NW 2ND STREET, OKEECHOBEE, FLORIDA 34972 P: (863)467-1111 F: (863) 582-9574 WWW.GDCFLORIDA.COM WW z WW w li W ° ; P; Q CD a;z A 0' J CD zo 3 oo a W �r� o 0 _M M0Oef d V a LL chM v»-ww0 uJ �w �VI— a a C~10�V Lu IL "i o ao LLB a a, a ISSUED IN PROGRESS ❑ ISSUED FOR REVIEW ❑ ISSUED FOR BIDDING ❑ ISSUED FOR PERMIT ■ ISSUED FOR CONSTRUCTION ❑ LIABILITY NOTE THIS15 THE PROPERTY OF GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT IS NOTTO BE USED ON ANY OTHER PROIECTAND ISTO BE RETURNED UPON REQUEST. SCALES AS STATED HEREIN ARE FOR REFERENCE ONLYAS NORMAL REPRODUCTION PROCESSES MAYALTERTHE ACCURACY OF ORIGINAL DRAWINGS. ELECTRICAL CERTIFICATION: PER MY REVIEW THESE PLANS FOR THE PROPOSED PLANS ARE IN CONFORMANCE WITH F.B.C. 2014, ELECTRICAL, AND THE 2014 FLORIDA ENERGY EFFICIENCY CODE. BY: CONTRACTOR PRINTED NAME SIGNATURE FLORIDA LISCENSE NUMBER REVISION WRITTEN DIMENSIONS ON THESE DOCUMENTS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. DRAWN BY D.F.W. CHECKED BY S.M.K. �%BATE 4 SHEET E-101 - - 77. TWO DI MULTIF SWITCI ATTIC LIGHT W/SWITCH ACCESS /L r \E+1 INST-HOT GAS --- -- WATER HEATER LIGHT $3 REFI� �(I A, , �ATTIC LIGHT p / p \ W/SWITCH / -69 i �I ATTIC ACCESSI I _ m ----- I \\ o I r s4 a F —FAN, -C N FANS - FAN i y d I ��-� �I I LIGHTING PLAN 01 i SCALE: 1/4" = 1'-0" LIGHTING PLAN F/ /r F< c i3aMEEN GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC COA#30250,AAN26003565 502 NW 2ND STREET, OKEECHOBEE, FLORIDA 34972 P: (863) 467-1111 F: (863) 582-9574 W W W.GDCFLORIDA.COM WW Z WW W W ° W o 0 a Z j O '+U) < J O UV zoo a W (nOf 0 0 Z ccR)O_jvv V I1 L L M( M N Y W W p LwU U F O W p F N U U p LLI Q' CU N CL I l U Lua�Lu p a 0 K III IL a ISSUED IN PROGRESS ISSUED FOR REVIEW ISSUED FOR BIDDING ISSUED FOR PERMIT ■ ISSUED FOR CONSTRUCTION LIABILITY NOTE THIS IS THE PROPERTY Of GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC AND 15 NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED UPON REQUEST SCALES AS STATED HEREIN ARE FOR REFERENCE ONLYAS NORMAL REPRODUCTION PROCESSES MAYALTER THE ACCURACY OF ORIGINAL DRAWINGS. ELECTRICAL CERTIFICATION: PER MY REVIEW THESE PLANS FOR THE PROPOSED PLANS ARE IN CONFORMANCE WITH F.B.C. 2014, ELECTRICAL, AND THE 2014 FLORIDA ENERGY EFFICIENCY CODE. BY: CONTRACTOR PRINTED NAME SIGNATURE FLORIDA LISCENSE NUMBER REVISION WRITTEN DIMENSIONS ON THESE DOCUMENTS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. DRAWN BY D.F.W. CHECKED BY S.M.K. DATE M 9/2018 S & E-102 PLUMBING NOTES I 1. ALL WORKMANSHIP AND MATERIALSSHALL BE IN STRICT ACCORDANCE WITH FBC 6TH ED (2017), APPLICABLE LOCAL CODES, RULES AND ORDINANCES. 2. PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE AND. THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. 3. ALL MATERIALSSHALL BE NEW. 4. ALL WORK SHALL BE PERFORMED BYA LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLYOPERATIVE. ALL EXCAVATIONAND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE A PARTOF THIS CONTRACT. 5. REQUIRED INSURANCE SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 6. PLUMBING CONTRACTOR SHALL SECURE AND PAYFOR ALL PERMITS, FEES, INSPECTION AND TESTS, PLUMBING CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. PLUMBING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS OF HIS WORK BY REGULATORYAUTHORITIES. 7. DRAWINGS ARE DIAGRAMMATIC DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. 8. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. REPORT ANY DISCREPANCY TO ENGINEER/ARCHITECT PRIOR TO BEGINNING CONSTRUCTION. 9. VERIFY LOCATION, SIZE, DIRECTION OF FLOW AND INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION. ADVISE ENGINEER OFANY DISCREPANCIES. 10. WATER DISTRIBUTION PIPING ABOVEAND BELOW GROUND SHALL BETYPE '1" COPPER. COORDINATE WITH LOCAL JURISDICTION FOR ADDITIONAL REQUIREMENTS. PROVIDE ALTERNATEFOR CPVC PIPING EQUAL TO BFGOODRICH "FLOWGUARD GOLD" FOR WATER KNOWN OR DETERMINED TO HAVEACIDIC CHARACTERISTICS. CONTRACTOR SHALL PERFORM A WATER TEST TO DETERMINE WATER CHEMISTRY PRIOR TO ANY WORK OR PIPING INSTALLATIONAND SHALL SUBMIT TEST RESULTS TO ENGINEER FOR REVIEW AND APPROVAL. Il. SOIL, WASTE, VENT AND RAINWATER PIPING SHALL BE CAST IRON OR PVC, WHERE CODEALLOWS. PVC MAYNOT BE USED THRU RATEDASSEMBLIES OR IN PLENUMS. 12. ALL FIXTURES MUST BE PROVIDED WITH READILYACCESSIBLE STOPS AND APPROPRIATELYMARKED ACCESS PANELS. COORDINATE LOCATIONS WITH GENERAL CONTRACTOR PRIOR TO INSTALLATION (EXCEPT SHOWER & TUB VALVES). 13. FURNISH AND INSTALL APPROVED WATER HAMMER ARRESTORS FOR ALL (GROUP) PLUMBING FIXTURES, SIZED AND LOCATED PER MANUF. S INSTALLATION INSTRUCTIONS AND WH-PD1201. 14. DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR METAL IN PIPING AND EQUIPMENT CONNECTIONS. 15. ISOLATE COPPER PIPE FROM HANGER OR SUPPORTS WITH ISOLATOR PADS OR MATERIAL. 16. ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED FROM FIRE, SMOKE AND WATER PENETRATION BY FILLING VOIDS BETWEEN PIPE AND WALL/FLOOR SLEEVES WITH FIRE RATED FOAM, TO ACHIEVE THE SAME RATINGAS WALLS OR FLOORS AS PARTOF THE PLUMBER'S WORK. 1Z PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE BY OWNER. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGEAND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAYHAVE BEEN DAMAGED. 18. PROVIDE ACCESS PANELS FOR ALL CONCEALED VALVESAND ALL WATER HAMMER ARRESTORS. ACCESS PANELS IN RATED WALLS MUST MAINTAIN THE SAME RATING AND MUST MATCH THE FINISH OF THE WALL IN WHICH IT IS INSTALLED. 19. PROVIDE COMBINATION COVER PLATEAND CLEANOUT PLUG OR ACCESS PANEL FOR ALL WALL CLEANOUTS FINISH TO MATCH FIXTURE TRIM. 20, NO COMBUSTIBLE MATERIAL TO BE USED IN MECHANICAL ROOMS OR IN CEILING SPACES WHERE USED AS RETURN AIR PLENUMS. 21. NO WATER, SANITARYOR DRAINAGE PIPING PERMITTED IN ELECTRICAL OR ELEVATOR EQUIPMENT ROOMS. 22, ALL CONTROL VALVESSHALL BE TAGGED AND MARKED. A REPRODUCIBLE DIAGRAM LOCATINGALL VALVESSHALL BE PROVIDED FOR OWNER/OPERATOR, 23. ALL CONDENSATE DRAIN PIPING AND DISPOSAL SHALL BE IN ACCORDANCE WITH THE MANUFATURERS INSTALLATION INSTRUCTIONS AND COMPLY WITH FBC 6TH ED (1017) MECH. 30Z1 AND 3OZ2. 24. CONDENSATE LINES SHALL NOT DRAIN ON THE ROOFING SYSTEM OR ANY OF ITS COMPONENTS AND CONDENSATELINES NEED TO COMPLY WITH MIN. CLEARANCE REQUIREMENTS PER FBC 6TH ED (2017) SEC. 1522.3.5. 25. PROVIDE ANGLE STOPS ON ALL WATERSERVICE LINES TO FIXTURES FOR INDIVIDUAL SHUT-OFF. 26. PROVIDE TRAP PRIMER FOR ALL FLOOR DRAINS, FLOOR SINKS, AND HUB DRAINS SHOWN ON PLANS. IF SPECIFICATION IS NOT PROVIDED, SUPPLY PRECISION PLUMBING PRODUCTS MODEL #PR-500. INSTALL PER MANUFACTURES RECOMMENDATIONS. 2Z WATERPIPING INSULATIONSHALL BEARMAFLEX OR EQUAL INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS FOR ALL HOT WATER PIPING. WHERE DOMESTIC WATER TEMPERATURES CAN CAUSE SWEATINGALL COLD WATER PIPING SHALL BE INSULATED WITH ARMAFLEX INSULATION, THICKNESS. 28. AIR ADMITTANCE VALVES MAYBE USED AS AN ALTERNATETO VENT PIPING THRU ROOF WHERE ACCEPTABLE BY THE PLUMBING OFFICIAL AND LOCAL CODES. INSTALLATION SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 29. ALL HORIZONTAL RAINWATERPIPING THE RECEIVES CONDENSATEDISCHARGE FROM AIR CONDITIONING EQUIPMENT SHALL BE INSULATED WITH 1"THK. ARMAFLEX. 30. PLUMBING PLANS IN GENERAL, ARE DIAGRAMMATIC IN NATURE, AND ARE TO BE READ IN CONJUNCTION WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, FIRE SPRINKLER, STRUCTURAL AND CIVIL PLANS AND SHALL BE CONSIDERED AS ONE SET OF DOCUMENTS. PIPING MODIFICATIONS SUCH AS OFFSETS, BENDS, TRANSITIONS, AND SIZES SHALL BE REQUIRED TO PROVIDE AND INSTALL A COMPLETE FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. CHANGES IN PIPE SIZES AND ROUTING SHALL BE REQUIRED BY THE CONTRACTOR TO AVOID CONFLICTS AND TO ADAPT TO EXISTING FIELD CONDITIONS PROVIDED THAT INSTALLATION MEETS ALL APPLICABLE CODES. 31. SUPPLYTRAP PRIMER FOR ALL FLOOR DRAINS, FLOOR SINKS, HUB DRAINS, ETC, SHOWN ON PLANS. FIXTURE NOTES 1. ALL FIXTURES SHALL COMPLY WITH TABLE 604.4 OF FBC 2014 1. ALL FIXTURE TRIM PACKAGES INCLUDING BUT NOT LIMITED TO TRAP, ANGLE STOP, FLUSH VALVE SUPPLY TUBES, AND CLEANOUT COVER PLATESSHALL BE OF THE SAME FINISH AS THE ABOVE SPECIFIED FAUCETAND PER ARCHITECTURAL FINISH SCHEDULE. 3. ALL FIXTURES SHALL BE ROUGHED IN PER MANUFACTURER CUT SHEET TO MAINTAIN UNIFORMITY. PLUMBING LEGEND SANITARY SEWER PIPING 5---5 VENT PIPING -j DOMESTIC COLD WATER PIPING _ _ _ _ _ HOT WATER PIPING - = S HOT WATER RECIRCULATING PIPING 5----CDC CONDENSATE PIPING CA COMPRESSED AIR PIPING S T&P TEMPERATURE AND PRESSURE RELIEF SO STORM DRAIN PIPING S-- G GAS PIPING S-O--� PIPE RISE UP PIPE DOWN OR DROP [ CAPPED END OF PIPE POINT OF CONNECTION Oo CLEANOUT DQ GATE VALVE GLOBE VALVE CHECK VALVE GAS SOLENOID VALVE r GAS COCK 4# WATER HAMMER ARRESTER (PDI No.) ®� FLOOR DRAIN ('=DRAIN TYPE) --� GOOSENECK VALVE PLUMBING ABBREVIATIONS A.A.V. AIR ADMITTANCE VALVE CO CLEANOUT COTG CLEANOUT TO GRAGE CW DOMESTIC COLD WATER DIN DISH WASHER EWH WATER HEATER (ELECTRIC) FO FLOOR DRAIN FS FLOOR SINK GWH WATER HEATER (GAS) HB HOSE BIB HW DOMESTIC HOT WATER HWR DOMESTIC HOT WATER RECIRCULATING IWH TANKLESS WATER HEATER LAV LAVATORY MOP SK MOP SINK RD ROOF DRAIN SH SHOWER SK SINK S.O.V. SHUT-OFF VALVE VTR VENT THROUGH ROOF W WASHER CLOTHES WB WASH BASIN WC WATER CLOSET WCO WALL CLEANOUT DESIGNATION A B SHOCK ARRESTOR SCHEDULE MANUF. & MODEL FIXTURE UNITS SIOUX CHIEF 652-A 1-11 SIOUX CHIEF 653-B 12-32 C I SIOUX CHIEF 654-C I 33.60 CHIEF SHOCK ARRESTORS APPROVED FOR INSTALLATION WITH NO S DOOR REQUIRED. CONFORMS TO ANSI/ASSE 1010 STANDARDS. CONNECTION 1 /2' 3/4" 1" SLOPE OF HORIZONTAL DRAINAGE PIPE SIZE (INCHES) MINIMUM SLOPE (INCH PER FOOT) 2-112 OR LESS 1/4 3 TO 6 1 1/8 8 OR LARGER f 1116 1 OF THE FLORIDA PLUMBING CODE 2014 WALL CLEANOUT DETAIL SCALE: N.T.S. PROVIDE TEST TEE WITH SCREWED COUNTER- SUNK ABS PLASTIC PLUG: TAPERED -THREAD WITH TFE JOINT COMPOUND. WHERE CLEANOUT TEE IS CONCEALED IN A CHASE OR PARTITION, PROVIDE AROUND 18 GAUGE STAINLESS STEEL COVER WITH BEVELED EDGES AND FLATHEAD MACHINE SCREW. COLUMN OR PARTITION AS SHOWN ON FLOOR PLAN CLEANOUT FACE SHALL BE WITHIN 4" OF WALL SURFACE. PROVIDE PIPE EXTENSION IF REQUIRED. FLOOR SLAB NOTE: PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUP LOCATEABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. AND MATERIALS SHALL BE IN STRICT ACCORDANCEWITH FBC 6TH ED (2017), APPLICABLE LOCAL CODES, RULES AND ORDINANCES. TWO-WAYCLEANOUT TO GRADE DETAIL :ANOUT PLUG AT OR ABOVE SHED GRADE PIPE SAME SIZE AS PIPE BEING CED OR 4" MAX. IAY CLEANOUT TEE FITTING FLOW SCALE: N.T.S. FINISHED GRADE PIPE (SIZE AS SHOWN ON PLANS) FLOW AND MATERIALSSHALL BE IN STRICT ACCORDANCEWITH FBC 6TH ED (2017), APPLICABLE LOCAL CODES, RULES AND ORDINANCES. i TWO-WAY CLEANOUT TO GRADE THRU SLAB DETAIL COUNTERSUNK CLEANOUT PLUG P PIPE SAME SIZE AS PIPE BEING SEVICED OR 4" MAX. TWO-WAY CLEANOUT TEE FITTING FLOW SCALE: N.T.S. FINISHED GRADE CONCRETE PAD E AS SHOWN ON PLANS) �;y��1,TiTl WORKMANSHIP AND MATERIALSSHALL BE IN STRICT ACCORDANCE WITH FBC 6TH ED (2017), APPLICABLE LOCAL CODES, RULES AND ORDINANCES. ELECTRIC WATER HEATER DETAIL SCALE: N.T.S. ELECTRIC CONDUIT HEX -HEAD ANODE REMOVABLE PLATE FOR ALTERNATE HOT OUTLET ACCESS TO WIRING i ALTERNATE COLD INLET Il 1�1[�7�1 HOT WATER OUTLET HEX -HEAD ANODE MANUAL SHUT-OFF VALVE (MUST BE OPEN DURING OPERATION) COMBINATION TEMPERATURE AND PRESSURE RELIEF VALVE RELIEF VALVE DISCHARGE LINE (TO DISCHARGE TO DRAIN PAN W/ OUTLET MAX. 6" ABOVE PAN) ELECTRICAL CONDUIT KNOCKOUT REMOVABLE ELEMENT COVER FOR ACCESS TO THERMOSTAT COLD WATER � AND HEATING ELEMENT SUPPLY UNION TO SUITABLE DRAIN LOCATION (SEE SANITARY PLAN, P-101) DRAIN PAN (PIPED TO A SUITABLE DRAIN LOCATION) -- 3/4" CPVC OVERFLOW DRAIN LINE WORKMANSHIP AND MATERIALSSHALL BE IN STRICT ACCORDANCE WITH FBC 6TH ED (2017), APPLICABLE LOCAL CODES, RULES AND ORDINANCES. CLEANOUT TO GRADE DETAIL CLEANOUT PLUG AT OR ABOVE FINISHED GRADE PIPE SAME SIZE AS PIPE BEING SEVICED OR 4" MAX. FINISHED GRADE SCALE: N.T.S. I �\ J PIPE (SIZE AS SHOWN ON PLANS) FLOW - ��- FLOW WORKMANSHIP AND MATERIALSSHALL BE IN STRICT ACCORDANCE WITH FBC 6TH ED (2017), APPLICABLE LOCAL CODES, RULES AND ORDINANCES. NOTES, SYMBOLS E7c51GN GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC COA#30250,AA#26003565 502 NW 2ND STREET, OKEECHOBEE, FLORIDA 34972 P: (863) 467-1111 F: (863) 582-9574 WWW.GDCFLORIDA.COM W �Lu V Z W W c ION cc Wo ay' W o Z U ch V J O zLij oo M a3 W Z 0 0 _j t (L LL CM cM U)1_F0o u p= , LLu pl-0 V U aIm <v LuC. < --a 0O L) W a W O a O lx lz a a ISSUED IN PROGRESS ISSUED FOR REVIEW ISSUED FOR BIDDING ISSUED FOR PERMIT ■ ISSUED FOR CONSTRUCTION LIABILITY NOTE THIS IS THE PROPERTY OF GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC AND IS NOTTO BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT IS NOT TO BE USED ON ANY OTHER PROJECTAND ISTO BE RETURNED UPON REQUEST. SCALES AS STATED HEREIN ARE FOR REFERENCE ONLY AS NORMAL REPRODUCTION PROCESSES MAYALTERTHE ACCURACY OF ORIGINAL DRAWINGS. PLUMBING CERTIFICATION: PER MY REVIEW THESE PLANS FOR THE PROPOSED PLANS ARE IN CONFORMANCE WITH F.B.C. 2014, PLUMBING, AND THE 2014 FLORIDA ENERGY EFFICIENCY CODE, BY: CONTRACTOR PRINTED NAME SIGNATURE FLORIDA LISCENSE NUMBER REVISION WRITTEN DIMENSIONS ON THESE DOCUMENTS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. DRAWN BY D.F.W. CHECKED BY S.M.K. !DATE SHEET P-001 i INST-HOT GAS __-- WATER HEATER s o , 4" SANITARY LINE TO PUBLIC UTILITY 2-WAY CLEAN OUT - - - - s I� ATTIC ACCES L — — — AHU•7 SHOWER c VTR WC C VTR WASHER I, LAV n W/ DR L WC I�SHOWER. c LL W K 0 SINK VTR-- 10 LAE A.A.V. N UNDRY TUB VTR WASHER C] \SINK A.A.V. O SAN ITARY PLAN VTR CI SSI r- i CLEAN OUT (FUTURE USE) R _ _ TERMINATE 18" FROM WALL DRYWELL - -- 1/2" CONDENSATE LINE IMPORTANT NOTE 1. SEE SANITARYISOMETRIC(P. 701) FOR LINE SIZES. III iij � 1lli��Jl p�lr � � 1 / n'1 .I � `� L7a51GN GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC COA#30250, AA#26003565 502 NW 2ND STREET, OKEECHOBEE, FLORIDA 34972 P: (863) 467-1111 F: (863) 582-9574 W W W.GDCFLORIDA.COM WW V z WW � I�w N ° W W Q o o a y ' Z j M J CD zoo 0 a3 W ���M Ln Z�Ornrn A0-1d-v V EL L.L MM 6i WWC � V H L L p l U U imUF-9L Q LU U N CL U L) W CLoc LL1 a -, p n. o w w a a ISSUED IN PROGRESS ISSUED FOR REVIEW ISSUED FOR BIDDING ISSUED FOR PERMIT ■ ISSUED FOR CONSTRUCTION ❑ LIABILITY NOTE THIS IS THE PROPERTY OF GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC AND 15 NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED UPON REQUEST. SCALES AS STATEDHEREIN ARE FOR REFERENCE ONLYAS NORMAL REPRODUCTION PROCESSES MAY ALTER THE ACCURACY OF ORIGINAL DRAWINGS. PLUMBING CERTIFICATION: PER MY REVIEW THESE PLANS FOR THE PROPOSED PLANS ARE IN CONFORMANCE WITH F.B.C. 2014, PLUMBING, AND THE 2014 FLORIDA ENERGY EFFICIENCY CODE. BY: CONTRACTOR PRINTED NAME SIGNATURE FLORIDA LISCENSE NUMBER REVISION WRITTEN DIMENSIONS ON THESE DOCUMENTS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. DRAWN BY D.F.W. CHECKED BY S.M.K. DATE &1 W,2018 S #Tp P-101 - ATTIC I ACCESS] — — J I AHU-1 II LAUNDRY _ 1" DOMESTIC WATER _ -- FROM PUBLIC UTILITIES �, - I NDRY ICAO -- — -- -- -� � - - -- cm:)- — _ — _ - - TUB ❑LI ICI II I I I I II � i I INST-HOT GAS WATER HEATER II II •� � ,. I rr' �ASHER 11 I I I SHOWER _-_-__ -- =___ —__-_- WC II II II v! , R LAV LAV WC cl no SHOWER II II II Li __ II II II LL UU II II I UU II i 0 cli'I I SINK - DOMESTIC WATER (TO FUTURE DOCK) II REF - - -- - -- --J II II ii SINK DOMESTIC WATER PLAN 01 - - --- WC i j BATH � 1 II SHOWER II I I DOMESTIC WATER (TO FUTURE OUTDOOR KITCHEN) DOMESTIC WATER LEGEND ` DOMESTIC COLD WATER PIPING S _ _ _ _ _ _ HOT WATER PIPING DOMESTIC WATER PLAN i, GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC COA#30250, AA#26003565 502 NW 2ND STREET, OKEECHOBEE, FLORIDA 34972 P: (863) 467-1111 F: (863) 582-9574 W W W.GDCFLORIDA.COM WW V Z WW H Lu Z� W o Q o Z U ri V EY -J O ZU)QQ CD W CW SLY M� 00 , Z cl) 't d d'0-ILL co M vi L++ Lii c pW[UH� W inF y U U pUF-a�' U N Q LU LLI EL O -.2 U U W d W Lu 0 ape � a I' ISSUED IN PROGRESS ISSUED FOR REVIEW ISSUED FOR BIDDING ISSUED FOR PERMIT ■ ISSUED FOR CONSTRUCTION LIABILITY NOTE THIS IS THE PROPERTY OF GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC AND IS NOTTO BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT 15 NOT TO BE USED ON ANY OTHER PROJECT AND 15 TO BE RETURNED UPON REQUEST. SCALES AS STATED HEREIN ARE FOR REFERENCE ONLYAS NORMAL REPRODUCTION PROCESSES MAYALTERTHE ACCURACY OF ORIGINAL DRAWINGS. PLUMBING CERTIFICATION: PER MY REVIEW THESE PLANS FOR THE PROPOSED PLANS ARE IN CONFORMANCE WITH F.B.C. 2014, PLUMBING, AND THE 2014 FLORIDA ENERGY EFFICIENCY CODE. BY: CONTRACTOR PRINTED NAME SIGNATURE FLORIDA LISCENSE NUMBER REVISION WRITTEN DIMENSIONS ON THESE DOCUMENTS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. DRAWN BY D.F.W. CHECKED BY S.M.K. DATE �. •,��9k� 18 SHEET P-102 ------------- 3" 3' 2-WAY COTG 4" SANITARY LINE T ' TO PUBLIC UTILITY WASHER 2" 2" SHOWER 2° W.C. -211 211 3" 311 UTILITY SINK 2" 1 — 3" -21, LAV 319 1 1/2" LAV 1 1/2" 2--- 2 if oil,211 311 2" W.C. 211 3 2" '111 V.T.R 2" 2 1 /211 WASHER 211_ 11 2 211 2i11 311 1 311 3111 311 i 3" 2" 211 3" 311 V.T.Rj f2" LAV _-_-211 LAV 1 112" -- BATH SHOWER 11/2" W.C. 211 211 29--1 1/2" 3" 3" - �, 2" SINK l 2" 311 311 211 2 3 1 3" D.W..-.----- -A.A.V. 311 3" LINE TO CLEANOUT 211 SANITARY ISOMETRIC SCALE: 1:23.78 211 3" D.W. 1/ 2„ SINK i 2 211 3" 211 211 211 211 V.T.R -2 1/2" LAV 1 1/211 211 211 W.C. NI �r 311 SANITARY ISOMETRIC GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC COI AA#26003565 502 NW 2ND STREET, OKEECHOBEE, FLORIDA 34972 P: (863) 467-1111 F: (863) 582-9574 W W W.GDCFLORIDA.COM WW WLu Z h oWc W F > Q a CD co)o z Df o y <J o 3 zU)o co a W �0-jM Z cr) v v v El Li Co wc ►.--gn wVIQ-0W pFN'"2U U a W Q ' U N a owoo LlISoLL 0 7 d oc cr LL a ISSUED IN PROGRESS ISSUED FOR REVIEW ISSUED FOR BIDDING ISSUED FOR PERMIT ■ ISSUED FOR CONSTRUCTION LIABILITY NOTE THIS 15 THE PROPERTY OF GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED UPON REQUEST. SCALES AS STATED HEREIN ARE FOR REFERENCE ONLYAS NORMAL REPRODUCTION PROCESSES MAY ALTER THE ACCURACY OF ORIGINAL DRAWINGS. PLUMBING CERTIFICATION: PER MY REVIEW THESE PLANS FOR THE PROPOSED PLANS ARE IN CONFORMANCE WITH F.B.C. 2014, PLUMBING, AND THE 2014 FLORIDA ENERGY EFFICIENCY CODE. BY: CONTRACTOR PRINTED NAME SIGNATURE FLORIDA LISCENSE NUMBER REVISION WRITTEN DIMENSIONS ON THESE DOCUMENTS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. DRAWN BY D.F.W. CHECKED BY S.M.K. DATE 1 /19/2018 p. SHEET P-�1t i