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Home My WebLink AboutREVISIONI LEGEND LE AL SIZE MANUFACTURER HEIGHT 5'-3" PGT - IMPACT, LOW E GLASS 5'-3" PGT- IMPACT, LOW E GLASS 94" PGT - IMPACT, LOW E GLASS 6-3" PGT - IMPACT, LOW E GLASS 6-0" PGT - IMPACT, LOW E GLASS Z-Z' PGT - IMPACT, LOW E GLASS 11-0" _ PGT - IMPACT, LOW E GLASS N MANUF. PRIOR TO PLACING BLOCK i El %LLS CEILING REMARKS z � � a z a r Qz z o�c a m _ D z o g ale o W Z F- 2 J X Q j X Y X = Z Q w O Q F C7 F LL T z U CO 1 � N 00 Val "0 N N 1�(1 OD 1\fl LL 8U QLL' F 7 �n W U 9'-7" FLAT CEILING 12'-0" SEE A-103 FOR COF ER CEILINGS SIZES 12'-0" SEE A-103 FOR COF ER CEILINGS SIZES 12'-0" SEE A-103 FOR COS ER CEILINGS SIZES 9'-4" FLAT CEILING 99'-4" FLATCEIUNG FLATCEILING 9'4" FLAT CEILING 9'-4" FLATCEILING 15 J 9'4" FLATCEILING 9'4" FLAT CEILING a5 9'4" FLAT CEILING 9'4" FLAT CEILING 9'4" FLATCEILING 9'4" FLATCEIUNG 9'4" FLAT CEILING IV-W FLAT COILING 9'4" FLAT CEILING HALL HAVE SMOOTH TEXTURE X ENAMEL OR EQUAL (2) COATS RODUCr LINE) RMINATION CAP. 3` DOOR SCHEDULE AND LEGEND DOOR SCHEDULE SIZE MANUFACTURER NOTES WIDTH HEIGHT ID QTY TYPE AA 1 6094 ENTRANCE NV TRANSOM 9-0" 94" THERMATRU IMPACT BB 1 4 PANEL DBL SLIDING DOOR I& -a, 94Y" PGT, IMPACT CC 2 SINGLE FRENCH DOOR T-Cr 9-0" THERMATRU IMPACT DID 1 GARAGE DOOR 16'4" i-0" AMOOR HERITAGE 10001 EE 1 SINGLE SWINGING DOOR T-0" 81-0" THERMATRU IMPACT FF ��L}�� INQ�ES��NIIeIN�Ry 8 0 . Tl� IMPACT GG 1 SINGLE SWINGING DOOR 7-0" V-(r THERMATRU IMPACT B 2 INTERIOR, PASSAGE, 2 PANEL, FR T-Cr 8'-0" MASONITE C 3 INTERIOR, PASSAGE, 2 PANEL Z-8" &-(r MASONITE D 1 INTERIOR, PASSAGE, 2 PANEL Z$" 81-0" MASONITE E 1 INTERIOR, PASSAGE, 2 PANEL Z4" 8'-0" MASONITE F 1 INTERIOR, DOUBLE, 2 PANEL 3'-6" &-a. MASONITE G 1 INTERIOR, DOUBLE SLIDER, 2 PANEL 6'-0" 8'-W MASONITE H 1 INTERIOR, DOUBLE SLIDER, 2 PANEL 6-0" 9-9. MASONITE 1 3 INTERIOR, POCKET, 2 PANEL Z-8" 9-0" MASONITE J 1 INTERIOR, BARN DOOR Z-0" v4r MASONITE 27 NOTE: VERIFYALL R.O. PRIOR TO ORDERING WINDOWS. VERIFY R.O. FROM WINDOW MANUF. PRIOR TO PLACING BLOCK EXTERIOR DOOR LEGEND ID AA BE CC DO EE VIEW EXTERIOR DOOR LEGEND _ ID FF � GG 1 VIEW ID VIEW MWINMIWI mr�--1 rrl I =00 ALL MANUT=ACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED DOOR LEGEND INTERIOR B C D DOOR LEGEND INTERIOR ID H I r VIEW THESE PLAARESUNS RQUIREO C7 TpgNy�PROPOSEDtV DMPLYW H LLApfrLOA6LE OTNArRK a ARE pi 4$t #f4808A �N1yp��R�p� �f EMS aCANNED `R f BY St Lucie County REIMNNIED FC nOR E MUST B�N JOB V1'1LL BE MADE' G d 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 V v WW Q W Z�W LQ y o ZU M J O O Lu Cn F M DO Domo Z cCn0-1vv vaLLCV) m iri >- iu iL o LUVH0W pl—c V U pt�1—aot Q'0Na W ww-0W a o_ a ISSUED IN PROGRESS ❑ ISSUED FOR REVIEW ❑ ISSUED FOR BIDDING ❑ ISSUED FOR PERMIT ■ ISSUED FOR CONSTRUCTION ❑ LIABILITY NOTE THIS IS THE PROPERTY OF GREEN OESIGN CONSTRUCTION & DEVELOPMENT, LLC AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED UPON REQUEST. SCALES AS STATED HEREIN ARE FOR REFERENCE ONLY AS NORMAL REPRODUCTION PROCESSES MAY ALTER THE ACCURACY OF ORIGINAL DRAWINGS. *1 C� sr Ef JOHN H. CRESWELL PE #40940/ COA #30250 C: (863) 467-1111 E: john@gdcflorida.com REVISION 3 5/13/2018 WRITTEN DIMENSIONS ON THESE DOCUMENTS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. DRAWN SY B.S. & K.W. � Ma KED BY J.H.C. g DATE Px=r' 6/18/2018 SHEET SCHEDULES LEGENDS I A-002 � WINDOW SCHEDULE AND LEGEND WINDOW SCHEDULE ID QTY TYPE NOMINAL SIZE MANUFACTURER HEIGHT 1 2 HORIZONTAL SLIDER 35 T6-3 6-3- PGT - IMPACT, LOW E GLASS 2 1 HORIZONTAL SLIDER D25 NV TRANSOM 5'-3" PGT - IMPACT, LOW E GLASS 3 4 2 DOUBLE H26 SINGLE HUNG 3 H35 SINGLE HUNG 1 24EH SINGLE HUNG 6'-4" PGT - IMPACT, LOW E GLASS 2'-3" 6-3" PGT - IMPACT,. LOW E GLASS 5 3'-2' 5'-0' PGT - IMPACT, LOW E GLASS 6 2 H32 SINGLE HUNG Z-T 2'-2" PGT - IMPACT, LOW E GLASS 7 1 4010 FIX GLASS 4'-0" 11-0" PGT - IMPACT, LOW E GLASS NOTE: VERIFY ALL R.O. PRIOR TO ORDERING WINDOWS. VERIFY R.O. FROM WINDOW MANUR PRIOR TO PLACING BLOCK WINDOW LEGEND ID 1 2 3 4 5 6 7 VIEW FINISH SCHEDULE ROOM NAME FLOOR BASE WALLS CEILING REMARKS z � z a z _ d z O Q z a 00CD 6 Q 0 W Q l7 Z J 0 w Q d 0 F- p m et U Z v=i m l7 N 0 LL O uxi Z m 7 FW- a }U' '_ Z _ J W IV ? Z O O > x C 2< Y x Z 0 W u O Q= O F O O 3 J a W.0 F- 1-- v yay 0 i }a} >a W u J x e: W N Z W LD i F (7 O V Li3 O Q w OQ JW W Q Q Fn 0 e� I= z V U I'� U U S 10 FOYER 9'-7" FLATCEILING 102 LIVING 12'-0" SEE A-103 FOR COFFER CEILINGS SIZES DINING 12'-0" SEE A-103 FOR COFFER CEILINGS SIZES KITCHEN 12'-0" SEE A-103 FOR COFFER CEILINGS SIZES rw MASTER BEDROOM 9'-4" FLATCEILING W.I.C. HIS 9'-4" FLATCEILING W.I.C. HERS 9'-4" FLATCEILING 108 MASTER BATH 9'-4" FLATCEILING 109 BEDROOM 1 9'-4" FLATCEIUNG 130 BEDROOM 2 9'-4" FLAT CEILING 111 BATH 9'-4" FLAT CEILING 112 UTILITY 9'-4" FLATCEILING 113 GARAGE 9'-4" FLATCEILING 114 IN-LAW SUITE 9'-4" FLATCEILING 115 W.I.C. _ 9'-4" FLATCEILING 116 BATH 9'-4" FLATCEILING 117 COVERED ENTRY 10'.0" FLATCEILING 118 COVERED PATIO 9'-4" FLATCEILING NOTES: 1) IN ALL CASES WHERE PAINTED GYP. BD. IS NOTED, THE WALL AND/OR CEILING SHALL HAVE SMOOTH TEXTURE. 2) ALL WALLS SHALL BE PRIMED PRIOR TO RECEIVING FINISH PAINT. 3) ALL INTERIOR PAINT SHALLBESHERWIN WILLIAMS PROMAR 200INTERIOR LATEX ENAMEL OR EQUAL (2) COATS 4) INTERIOR PAINT AT RESTROOM AREA'S SHALL BE SEMI -GLOSS 5) TILE GROUT SHALL BE STAR QUARTZ #430 UNLESS OTHERWISE SPECIFIED 6) IN ALL CASES WHERE TILE 15 NOTED AS WALL FINISH, USE 3" BULLNOSE (SAME PRODUCT LINE) 7) IN ALL CASES WHERE TILE BASE IS NOTED, INSTALL 4" TILE BASE USING METALTERMINATION CAP. 8) IN SHOWER AREAS USE 1/2" DUROCK IN PLACE OF 1/2" MR GYPSUM BOARD DOOR SCHEDULE AND LEGEND DOOR SCHEDULE MANUFACTURER THERMATRU IMPACT NOTES ID QTY TYPE SIZE WIDTH HEIGHT AA 1 6094 ENTRANCE AN TRANSOM 61-V 9'-4" BB 1 4 PANEL DBL SLIDING DOOR 16'-0" 8'-0" PGT, IMPACT CC 2 SINGLE FRENCH DOOR 3'-0" 8'-0" THERMATRU IMPACT DO 1 GARAGE DOOR 16-0" T-0" AMOOR HERITAGE 1000 EE 1 SINGLE SWINGING DOOR T-0" 8'-0" THERMATRU IMPACT - SINGLE-.SINRNGINGDOOR GG 1 SINGLE SWINGING DOOR Z-6" 8'-0" THERMATRU IMPACT A - '6_ :. _fNT 10 P _ GE, 2 PANES' _ 1-0" �. 8'-O° `. MASONITE. ^ _ _ A � B 2 INTERIOR, PASSAGE, 2 PANEL,FR 3'-0' 8'-0" MASONITE C 3 INTERIOR, PASSAGE, 2 PANEL 2'-8" 8'-0" MASONITE D 1 INTERIOR, PASSAGE, 2 PANEL 2'-6" 8'-0" MASONITE E 1 INTERIOR, PASSAGE, 2 PANEL 2'-4' 8'-0" MASONITE F 1 INTERIOR, DOUBLE, 2 PANEL T-6" 8'-0" MASONITE G 1 INTERIOR, DOUBLE SLIDER, 2 PANEL 6'-0" 8'-0" MASONITE - H 1 INTERIOR, DOUBLE SLIDER, 2 PANEL 5'-0" 8'-0" MASONITE 1 3 INTERIOR, POCKET, 2 PANEL 2'-8" 8'-0" MASONITE J 1 INTERIOR, BARN DOOR 2'-6" 8'-0" MASONITE 27 Taf O��) � NOTE: VERIFY ALL R.O. PRIOR TO ORDERING WINDOWS. VERIFY R.O. FROM WINDOW MANUF. PRIOR TO PLACING BLOCK r EXTERIOR DOOR LEGEND ID AA BB CC OD - _ EE ID VIEW ID VIEW EXTERIOR FF A B i 8.■ !I� ��I 1�1 a ll DOOR LEGEND INTERIOR C I D E DOOR LEGEND INTERIOR ID H I J VIEW F sT.LLc 1�14Z'OoY3 BT rLDr'c rr iVIEWED FOR CO NCE REVIEIVED BY DATE PLANS PERNIIT 4 1UST BE KEPT ON JOB INSPECTION WILL BE MADE. G THESE CANS ARE AU J AIV-CORRr_"___ REQUIRED SY-FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD Not included On 1 his SCHEDULES, Not GREEN DESIGN CONSTRUCTION & DEVELOPMENT, U. COA#30250,AA#26003565 502 NW 2ND STREET, OKEECHOBEE, FLORIDA 34972 P: (863) 467-1111 F: (863) 582-9574 W W W.GDCFLORIDA.COM W V z WW ca Lu W C W n Q c c \` m Z U r /A Q = c zoo r a3 LY Lu �OfoM° Z Mo_j'zr� �D-LLMC fA >- LL) W C tpFF- p- LUUF�LI U p F y C 00 r d 0 UN4 QLU 'Lu UjX -.3U IU d W p a C) a IL ISSUED IN PROGRESS ISSUED FOR REVIEW ISSUED FOR BIDDING ISSUED FOR PERMIT ■ ISSUED FOR CONSTRUCTION LIABILITY NOTE THIS IS THE PROPERTYOF GREEN DESIGI CONSTRUCTION & DEVELOPMENT, LLC AN NOTTO BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT IS NOT TO BE USED ANY OTHER PROJECT AND IS TO BE RETURI UPON REQUEST. SCALES AS STATEDHEREIN ARE FOR REFERENCE ONLY AS NORMAL REPRODUCTION PROCESSES MAYALTERT ACCURACY OF ORIGINAL DRAWINGS. ST TE JOHN H. CRESWELL PE #40940/ COA #3025( C: (863) 467-1111 E: john@gdcflorida.com REVISION L3 WRITTEN DIMENSIONS I THESE DOCUMENTS SH) TAKE PRECEDENCE OVE ALL SCALED DIMENSIOP DRAWN BY B.S. & K.W. mit CHECKED BY J.H.C. DATE 5/13/2018 SHEET A-002 Not Included On TW&Mpy GAS 1 1 W/ 7DR IL 10 GARAGE 113I c ATTIC ACCESS L AC UNIT IN ATTIC AHU-1 - I 1 6 di L it 3080 FR =mjL I I� u U a UTILir,W 5 112 z a o" IW-3314" 2'-0" 6-10" BED 10 5 30 3 5 �4 INEN r3O8O m F r — 5 N 3 2680 3080 '-11" HS D25 3 BATH N J 5 lii io tOIN 6 3'-103/4" r-1„/z" a's,/z" 5 5 N FOYER L N 5 5 — 6 3o6oFR a a BEDROOM 7 = CONCRETE -F LJ — — — — — — PAD FOR W.I.C. 115 4 • ram-=-I�-j-- ,-3 1 N FLOOR PLAN —� SCALE: 1/4" = 1'-0" z¢ `° 99 7 p5 17 N e �.� 2 3° REF T BAR W KITCHEN 6 11041q N 3.6" 1 -2" 1-4" M o 0 IN-LAW m SUITE 114 SH 26 A tip � j III o - O /2" 3'-6" ` 6'A"-IT 17'4 3/4" H A•303 I - DINING So3 l �! a iImo, 28'11 114" 1 CkBANk 16080 - - 1 oily ................................................................ 1 5 LIVING 102 1 4 N 4 It I COVERED to o PATIO B c ,2 - Y�,V -,_._ _.� 6-4 /8" 1 17'-3 1/4" 5'43/8" F 303 1 A-202 z it ATTIC I is p IACCESSI a I, 41 w W.I.C. � I 306 0 10 MASTER BATH lU 3080 L SHELF ANDROID � I I 0 I I: W.I.C. 107 I I I. i 4'-11 10 I I 5 r SHELFANDRCID 5 1 � r I MASTER BEDROOM [105 DEL SH 26 1 L1 tL 0 a NOTES 1. ALL FRAMING AND/OR FURRING SHALL BE #2 GRADE OR BETTER AND SHALL BE PLACED AT 16" O.C. UNLESS OTHERWISE NOTED. ALL BEARING WALLS SHALL HAVE PT BOTTOM PLATES AND (2) TOP PLATES. 2. PIPING AND CONDUIT DISTRIBUTION AND ELECTRICAL BOXES SHALL BE CONCEALED WITH -IN STUD WORK. ALL CONDUIT AND BOXES TO BE INSTALLED PRIOR TO INSULATION,AND SHALL BE INSPECTED BY MECHANICAL ENGINEER OF RECORD PRIOR TO WALL FINISHES. COVERS TO BE COORDINATED WITH OWNER PRIOR TO INSTALLATION. 3. CONTRACTOR TO PROVIDE BLOCKING AND FIRE STOPS AS REQUIRED BY CODE. STRUCTURAL ENGINEER SHALL INSPECT ALL BEARING PARTITIONS AND CEILINGIROOF SYSTEMS PRIOR TO INSULATION. 4. SEE TYPICAL WALL SECTIONS, AND NOTES FOR ADDITIONAL INFORMATION RELEVANT TO FURRING, INSULATION AND AIRNAPOR SEALS. 5. SEE "S" PAGES FOR WALLAND CEILING TIE DOWN INFORMATION AND CONNECTOR SCHEDULE. 6. PLUMBER SHALL COORDINATE ROUGH PLUMBING W/ CONTRACTOR PRIOR TO 1ST ROUGH, AND THEN AGAIN BEFORE SECOND ROUGH. PLUMBER SHALL BE RESPONSIBLE FOR INSTALLATION OF ALL BACKING REQUIRED FOR PROPER INSTALLTIONOF PLUMBING AND ADA FIXTURES. WALL LEGEND 8"CMU WALL TO 9'1 W/ 5/8" CEMENTITIOUS TYPE STUCCO (EXTERIOR), AND 3/4" PT WALL FURRING, 3/4" R-MAX INSULATION, AND 1/2" GYPSUM (INTERIOR) 1 8" CMU WALLTO 9'4" A.F.F., W/ 5/8" CEMENTITIOUS TYPE STUCCO (BOTH SIDES) 2 8" CMU WALL TO 9'1 W/ HARDIE BOARD (EXTERIOR), AND 3/4" PT WALL FURRING, 3/4' R-MAX INSULATION, AND 1/2" GYPSUM (INTERIOR) 3 4" CMU WALL TO 9'1 W/ 5/8" CEMENTITIOUS TYPE STUCCO (EXTERIOR), AND 3/4" PT WALL FURRING, 314" 4 R-MAX INSULATION, AND 1/2" GYPSUM (INTERIOR) 2X4 SPRUCE PARTITION WALL WI SPRUCE STUD'S li O.C. (1) TOP PLATE, (1) PT BOTTOM PLATE, TO TRUSSRUSSSYSTEM 5 ABOVE, W1 1/2"GYPSUM EACH SIDE (9'4" TYPICAL) 3 5/8' METAL STUD WALL TO 9'-4" A.F.F. WI METAL STUD'S Q 16' O.C, (1) TOP PLATE, (1) PT BOTTOM PLATE, TO TRUSS SYSTEM ABOVE, RA BATT INSULATION, W15/8' TYPE "X" GYPSUM EACH SIDE (9'4" TYPICAL) 2X4 SPRUCE LOAD BEARING WALL W/ SPRUCE STUD'S @ 16` O.C, (1) TOP PLATE, (1) PT BOTTOM PLATE, % TO TRUSS SYSTEM ABOVE, W/ 1/2' GYPSUM EACH SIDE (12'-0" TYPICAL) 2X4 SPRUCE LOAD BEARING WALL TO 9' A.F.F. W/SPRUCE B STUD'S Q 16" O.C, (1) TOP PLATE, (1) PT BOTTOM PLATE, $ TO TRUSS SYSTEM ABOVE, R-11 BATT INSULATION, W/ 1/2" GYPSUM EACH SIDE (12-1 TYPICAL) 8"X8" CMU COLUMN W/ FAUXIDECORATIVE COLUMN 9 6"X16" CMU COLUMN W/ FAUX/DECORATIVE COLUMN 10 SQUARE FOOTAGE LIVING GARAGE COVERED 2461 SQ FT 453 SQ FT 342 SQ FT TOTAL 3256 SQ FT FLOOR P 7E57GN 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 W v z WW I— 9 WcLu E I.Q CD z� A OC ccJ 3 Zoo M Q W Lu �p�o V IL LL c7 C7 FC3yVHI� W V V pF-H p 0 H d 4' NCL a�W1. U MC) V O 'aIx� a 0G a a ISSUED IN PROGRESS ISSUED FOR REVIEW ISSUED FOR BIDDING ISSUED FOR PERMIT ■ ISSUED FOR CONSTRUCTION LIABILITY NOTE THIS 15 THE PROPERTY OF GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC AND IS 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. �1cRt j'q' ., E. N�'...,.C. N Q1? JOHN H. CRESWELL PE #40940/ COA #30250 C: (863) 467-1111 E: john@gdcflorida.com REVISION ZZ� 4/25/2018 i3 , 5/13/2018 WRITTEN DIMENSIONS ON THESE DOCUMENTS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. DRAWN BY B.S. & K.W. CHECKED BY J.H.C. ATE 3 0 8 S r 2 File Copy PEAK OF ROOF + 21'-2" A.F.F. PEAK OF ROOF + 18-8" A.F.F. a MEAN ROOF HEIGHT + 15-3 A.F.F. 12 .0 TOP OF BEAM + 12'-0" A.F.F. - TOP OF BEAM - - - — - "�+ 9'4" A.F.F. HEADER HEIGHT + 8 0 A.F.F. 2.A. FAUX ARCHITECTURAL COLUMN I� 6" STUCCO BAND -- 1 BOHEMIAN SHUTTER BY OWNER ' - FAUX ARCHITECTURAL COLUMN --- ----- -'-- - CEMENTITIOUS STUCCO- - +35.7 PSF/-39.4 Sf `FINISH FLOOR 1'+0'-0 A.F.F. `-- - - - - — - - Ammimpf PEAK OF ROOF `PEAK OF ROOF 1'+ 18'-8" A.F.F. -- MEAN ROOF HEIGHT `r+ 15-3" A.F.F. IPEAK OF ROOF + 14'-1" A.F.F. - - - PEAK OF ROOF + 12'-11" A.F.F. 12 ``TO_ P OF BEAM _ _ 7 + 5'' 10'-0" A.F.F. ``TOP OF BEAM 1'+9'-4"A.F.F. --2 �— Q„ HEADER HEIGHT 2 FAUX ARCHITECTURAL COLUMN ;"- 4" END CAP STUCCO BAND - - HARDIE SIDING - STOP OF CHAIR RAIL 2'-3" A.F.F- - - FINISH FLOOR CEMENTITIOUS STUCCO - - - + 0'A.F.F 'GARAGE FLOORna-0'4''"_ +35.6 PSF/-39�.4PS +33.6 PSF/-37.4 PSF B A 301 +35.0 PSF/-38.9 PSF C I A-302 PRE -MANUFACTURED CUPOLA BY BUILDER 5.7 PSF/-39.4 PSF 12 �5 A B �w01 VA-301 A302 NORTH ELEVATION 'A-201, SCALE:1/4" = 1'-0" 12 - 5 q T.7o.v rJr�-�+1.J r,7rl �ao.0 rJr/--+-L.J rarl J 1+36.8 PSF/-40 4 PSFI �2 , --,--WEST ELEVATION Q-20 y SCALE: 1/4" = 1'-0" FIGENERAL NOTE: FINAL PAINT COLORS TO BE SELECTED BY OWNER. COLORS SHOWN ARE FOR REFERENCE ONLY. --- --- RIDGE CAP MATCHING ROOF SYSTEM 26 GA. STANDING SEAM ROOF SYSTEM TOP OF BEAM _ ® - - + 10'-0" A.F.Fa - FAUX ARCHITECTURAL COLUMN -4" END CAP STUCCO BAND -- 200 AMP METER/MAIN COMBO - BOHEMIAN SHUTTER BY OWNER - HARDIE SIDING TOP OF CHAIR RAIL - _ + 2 -3" A.F.F. U 1'� GARAGE FLOORyL - - - 04 D A-302 PRE -MANUFACTURED CUPOLA BY BUILDER 12 5 �L ��_ +37.6 PSF/-40.9 PSF -- RIDGE CAP MATCHING ROOF SYSTEM 26 GA. STANDING SEAM ROOF SYSTEM i i� +28.2 PSF/-31.1 PSF' - CEMENTITIOUS STUCCO EXTERIOR ELEVATI 1 � 1, `f �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 W W W.GDCFLORIDA.COM W W u z 'lilt W y LLI ° W w Q o H ¢w o Z U c%> •- ¢ J CD ce3 QZU)0 W v Of 00 m Z 0 CO J d• �} V D L L M M fA>- W Wp ujVFpW - IL c� o- a Q ' U N a O LU L t) U O w CL w � A O li O w a CL CL ISSUED IN PROGRESS ❑ ISSUED FOR REVIEW ❑ ISSUED FOR BIDDING ❑ ISSUED FOR PERMIT ■ ISSUED FOR CONSTRUCTION ❑ LIABILITY NOTE THIS IS THE PROPERTY OF GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED UPON REQUEST. SCALES AS STATEDHEREIN ARE FOR REFERENCE ONLY AS NORMAL REPRODUCTION PROCESSES MAYALTERTHE ACCURACY OF ORIGINAL DRAWINGS. CRE:S'jt, No. 40-'�•�: . At`• �� =fir.. '' � •., 8 TE O r %/+ JOHN H. CRESWELL PE #40940/ COA #30250 C: (863) 467-1111 E: john@gdcflorida.com REVISION 3 5/13/2018 WRITTEN DIMENSIONS ON THESE DOCUMENTS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. DRAWN BY B.S. & K.W. CHECKED BY J.H.C. File Copy 6- �I HS35 I 1 L=5'-10" IT 16-18IiT _I 'm of m O LL m m I c a r m mIII■Lg L HS D25 A A301 PRE -STRESSED L=1T�"BFifi-1B/tT - - - 16080 14'-0" _ N 110.11 IL O � O q c j PRE -STRESSED o L=5'-4'BF16-1B/1T L=1T-4'8F16-16/1T L=5'-4"BF16-1B/1T N T-6 5'-43/8" 1T-31/4' _ r CMU/BEAM ti 1 SCALE:1/4" = l'-O" SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL 8. FOR LINTELS LENGTHS NOT SHOWN, USE SAFE LOAD BEARING. FROM NEXT LONGEST LENGTH SHOWN. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. MUST BE REDUCED BY20% IF BEARING LENGTH IS LESS 10. ALL SAFE LOADS BASED ON SIMPLYSUPPORTED SPAN. THAN 6112 INCHES. 11. THE NUMBER IN THE PARENTHESIS INDICATES THE 2. N.R. = NOT RATED- _- - _ PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. 3. SAFE LOADSARE SUPERIMPOSED ALLOWABLE LOADS. EXAMPLE 7-6" LINTEL TYPE 8F32-I8 SAFE GRAVITY 4. SAFE LOADS BASED ON OR GRADE 60 FIELD REBAR. LOAD = 6472 =>f35) W/ 15% 5.ONE #7 REBAR MAYBE SUBSTITUTED FOR TWO #5 REDUCTION 6472 (.85) = 5501 PLF REBARS IN 8" LINTELS ONLY. 6. THE DESIGNER MAYEVALUATECONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM FACEOF SUPPORT. 7. FOR COMPOSITE LINTEL HEIGHTS NOTSHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT SHOWN. L=T-6' 8F16-1 B/1T r HS 35 L=5'-10" 8F16-1BIIT m LL y. O � O Y � -- Fit n J v DEL SH 26 jYPE DESIGNATION = FILLED WITH GROUT I U = UNFILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/lT LQUANTITY OF 95 REBAR AT TOP OMINAL HEIGHT OMINAL WIDTH J C7 W a' � x U Q Q 2 Eo N O z - #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR #5 REBAR AT BOTTOM _ OF LINTEL CAVITY 7.5/8� ACTUAL, BOTTOM REINFORCING PROVIDED IN LINTEL 8' NOMINAL WIDTH (VARIES) LINTEL NOTES 1. PROVIDE FULL MORTAR BED AND HEAD JOINTS. 11. THE EXTERIOR SURFACE OFLINTELS INSTA INSTALLED IN ) 2. SHORE FILLED UNTELS AS REQUIRED. EXTERIOR CONCRETE MASONRY WALLS SHALL HAVEA 3. INSTALLATION OF LINTEL MUST COMPL Y WITH THE COATING OF STUCCO APPLIED IN ACCORDANCE WITH 6 ARCHITECTURAL AND/OR STRUCTURAL DOCUMENTS. ASTM C-926 OR OTHER APPROVED COATING. .r • ,M=1500psi 4.U-LINTELS ARE MANUFACTURED WITH 51/1"LONG 11. LINTELS LOADED SIMULTANEOUSLYWITHVER77CAL - NOTCHES AT THE ENDS TO ACCOMODATEVER7ICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) ° CELL REINFORCING AND GROUTING. LOADS SHOULD BE CHECKED FOR THE COMBINED SEE SAFE LATERAL LOAD 5. REFERENCE THE CAST-CRETE LOA 0 DEFLECTION GRA PH LOADING WITH THE FOLLOWING EQUATION.- TABLES FOR LOAD RATING BROCHURE FOR LINTEL DEFLECTION INFORMATION. < FOR EACH ADDITIONAL 6. BOTTOM FIELD ADDED REBARTOBELOCATEDATTHE APPLIED VERTICAL APPLIED HORIZONTAL ) v: REINFORCED CMU FULL BOTTOM OF THE LINTEL CAVITY. LOAD + LOAD 51.0 <. ; COURSE Z7/32"DIAMETER WIRES77RRUPSARE WELDED TO THE SAFE VERTICAL SAFE HORIZONTAL BOTTOM STEEL FOR MECHANICAL ANCHORAGE. LOAD LOAD < S. CAST -IN -PLACE CONCRETE MA YBE PROVIDED IN - 1/2"CLRTYP COMPOSITE LINTEL IN LIEU OF CONCRETE MASONR Y 13. ADDITIONAL LATERALLOAD CAPACITYCAN BEOBTAINED UNITS. BY THE DESIGNER BY PROVIDING ADDITIONAL ° - 9. SAFE LOAD RATING BASED ON RATIONAL DESIGN REINFORCED CONCRETE MASONRY ABOVE THE LINTEL. - .�'_ REBAR ANALYSIS PER AD 318 AND AD 530 SEE DETAIL AT RIGHT: GR6D GR60 10. PRODUCTAPPROVALS: MIAMI-DADECOUNTY, FLORIDA NOA 17-0821.19. FLORIDA CERTIFICATE OF PRODUCT ` APPROVAL NUMBER FL158-R10. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS Cicrn SAFE LOAD- POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 Bi80B 8F12-08 8F16� BFZOUB BF2408 3F28-08 SF32-0B 8F8IB BF12.1B HFl&1fl SUO-18 8F24-18 8F2 Ill I 8F32.1B 2'-10" (34°1 PRECAST 2231 3os9 4603 61137547 8974 I0394 I'm 3069 4605 6113 7547 8974 10394 u809 3W' (42") PRECAST 2231 3069 3719 SR-36607 8a54 9502 f0951 3069 4605 6113 7547 8974 103M 11809 V-0" (48") PRECAST �� 2561 Z693 2751 4605 3820 6113 48N 7547 5961 8974 7034 1MM 9107 11809 N-V (Se) PRECAST 1599 1969 2189 2110 4375 2931 6113 3753 7547 ,4 4576 8672 %00 I 6224 11809 5'4" (64"1 PRECAST 2217 2349 1438 I999 2%0 3323 36% C49 1663 3090 M65 7547 ryR 7342, 8733 Rq 101274, 5-10" (70") PRECAST 1062 1105 1151 1173 26U 1631 4360 20% 71681 2549 6036M 3009 71H10N 3470 8318 µp 6'-6" (78") PRECAST 908 ,1>o u3e u77 un m 34% 3031 s381 3707 8360 4383 10390,E W61 8625,w 7W' (90"1 PRECAST 743 1011 1729 202 22U5 26% 3191 36% loll 1729 2661 3898 5681 8467,w 6472,w 9'-4" (112") PRECAST 554 699 u80 1625 2564 3486 U18 33M 752 1245 1843 25M 34% 4705 "4 6390 10'-6" (126') PRECAST 475 6s5 1247 Zo93 2M 2163 2536 643 IW S33 2093 2781 3643 4754 ye, 11'4" (136") PRECAST 362 sae 945 1366 Im 2423 3127 4006 582 945 1366 1846 2473 3127 4006 12'-0" (144") PRECAST 337 540 an 12s4 1684 2193 MUS 3552 Sw 073 1254 1684 2193 2W5 3552 13'4" (160') PRECAST 296 471 471 755 755 M75 IWS 1428 1428 'm UN 2316 B16 2883 2883 14'-W (168") PRECAST 279 4N ]II6 1002 1 U26 107 2127 2fi30 442 ]06 I= ]326 1697 2u7 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 458 783 u70 1902 2245 2517 2712 IV-N, 4w) PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 I750 IT33 MR uzo mu 1T4" (208') PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 u2fi 1609 M49 2047 19'4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 4Io 750 1037 1282 3535 1736 21'-4" (2569 PRESTRESSED N.R. NR NR NR NR NR NR NR Iw 3w 598 845 1114 1359 1 1468 22'-0' (26V) PRESTRESSED NR N.R. NR NR NA NR NR NR NR 165 315 550 784 1047 1285 M 2V-W (288") PRESTRESSED I N.I. NR NR NR N0. NR 129 I 250 4545 0 654 =1092 ]222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SAFE LOAD TABLES SAFE LATERAL FORCE FOR 8" PRECAST & PRESTRESSED U-LINTELS 4^11"44rn SAFE LOAD PUP LENGTH TYPEF765 8F8 CMU' 2'-10" (34") PRECAST 1642 2135 T-6' (42") PRECAST 1024 1830 4'-0" (48") PRECAST 763 1365 V-6" (54') PRECAST 591 1057 5'4" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 C-6" (78") PRECAST 507 721 483 T-6" (901 PRECAST 424 534 357 9'4" (112") PRECAST 326 512 227 10'4" (126") PRECAST 284 401 178 ll'-4" (136') PRECAST 260 452 152 12'-0" (144-1 PRECAST 244 402 135 13'4" (160") PRECAST 217 324 109 1"' (168") PRECAST 205 293 98 14'-B" (176") PRESTRESSED N.R. 294 89. 15'4" (184") PRESTRESSED N.R. 259 82 1T4" (208") PRESTRESSED. N.R: 194 63 19'4" (232") PRESTRESSED N.R. 148 51 21'4' (256") PRESTRESSED N.R. 125 42 22'-0" QW) PRESTRESSED N.R. 116 39 2W-W (288') PRESTRESSED N.R. 91 M "SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 6zlir- 4..+'. SAFE LOAD - POUNDS PER LINEAR FOOT T-10" (34') PRECAST '^,• ^ua ww v", '. I .. I .. 1972 1 3173 4460 1 5747 7034 1 9321 1 9608 3'-6" (42") PRECAST no 2524 3547 4%9 5591 1569 2524 3M7 4569 SS" 4'-0" (48"1 PRECAST 1369 u9z 3079 3966 4 3 130 2192 3079 3%6 4853 4'-6" (54") PRECAST 1207 19w 2724 3508 4292 07 u 1940 27M 35M 4292 5'4" (64") PRECAST 1016 1632 nW 249 3607 1016 1632 2290 2949 3607 5'-10" (70") PRECAST 1492 2093 2694 3295 1492 2093 2694 3295 6'-6" (78") PRECAST uw 1890 NIS 2959 130 1880 an 2959 T-6" (90') PRECAST Ion 1634p4 2102" 2571 E77 1166 1634 2102 2571 9'-4" (112') PRECAST 680 Iu30" 1471M 1812 851 1326 1705 M84 SO'-6" (126") PRECAST 552 914 ,w Lt%,w 1458 686 IM3 1526 190 ll'-4" (136") PRECAST 474 MS 1 798 "9 203a Iw u72 494 599 1 1028 1422 I738 12'-0" (144"1 PRECAST 470 w 441 723 04T 936 ryq 1151 470 543 1 928 1 1349 1649 1V-N' (160") PRECAST 418 ,w 373L 606 "41 763 m %2 428 455 770 1145 1444 IV-0- (168") PRECAST Sea iw 346 559 723 " W7 410 420 709 ISO 14M 1N-8" (176") PRESTRESSED 239 323 519 ryq 671 "4 873 246 390 655 %8 u24 15'4" (184°) PRESTRESSED 224 302 485 ry4 626 ,w 767 u0 364 609 897 1224 174" (208') PRESTRESSED u7 u5 4w ry4 520 RL 637 192 303 500 733 993 19'4" (23Y) PRESTRESSED 162 2z2 347 p" 446 ry" 546 166 261 424 616 831 21'4" (256") PRESTRESSED 142 198 39 u" 393 ry" a% 142 230 30 531 713 2T-O' (264") PRESTRESSED 137 192 s m m-" %1 27 221 354 50B 6B2 24'-0' (288") PRESTRESSED 324 T 175 20db 343 ,W 416 124 2W 316 450 600 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. MATERIALS 1. F'C 8" PRECAST LINTEL = 3500 PSI 2. F'C PRESTRESSED LINTEL = 6000 PSI 3. GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM 3/8INCH 4. CONCRETE MASONRY UN17S (CMU) PER ASTM C90 W/MINIMUM NET AREA COMPRESSIVE STRENGTH =1900 PSI 5. REBAR PER ASTM A615 GRADE 60 6. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 7. MORTAR PER ASTM C270 TYPE M OR S CMU/BEAM P U, 1/1 L7B516N 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 Ul �I ci Wz W �W�yy ii 0W W q o ay Q W o Z U ri y 3 zCO0 m LLIILI co o I MDOd'- v6.licv)m LLL L,u G IUF0 LLJ U3 p F- V a� a'0Na v0�v 0 LU a Lu 0 0 CL w Ix a a ISSUED IN PROGRESS ISSUED FOR REVIEW ISSUED FOR BIDDING ❑ ISSUED FOR PERMIT . ISSUED FOR CONSTRUCTION ❑ LIABILITY NOTE THIS IS THE PROPERTYOF GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC AND IS NOTTO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, IT IS NOTTO BE USED ON ANY OTHER PROJECTAND IS TO BE RETURNED UPON REQUEST. SCALES AS STATEDHEREIN ARE FOR REFERENCE ONLYAS NORMAL REPRODUCTION PROCESSES MAYALTERTHE ACCURACY OF ORIGINAL DRAWINGS. IcL t. tt ill. �1 41 \D. 9411�� t. s �5 TE n q. JOHN H. CRESWELL PE #40940/ COA #30250 C: (863) 467-1111 E: john@gdcflorida.com REVISION 1 3/21/2018 2 4/25/2018 3 5/13/2018 WRITTEN DIMENSIONS ON THESE DOCUMENTS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. DRAWN BY B.S. & K.W. CHECKED BY �J..HH.C. TE. Fr y r r 7 4� I I'm PRE-ENGINEERED WOOD TRUSS @ 24" O.C. (TYP) ---- 5 26 GA STANDING SEAM ROOFING SYSTEM W/ PEEL-N-STICK UNDERLAYMENT, OVER 5/8" CDX PLYWOOD (TYP) TOP OF BEAM +9'-4" A.F.F. 2X6 HARDIE FASCIA (TYP) TO TRUSS CORD W/ (2) 16D S.S. RING (TYPICAL EACH TRUSS TO CORD INTERSECTION) a , FINISH FLOOR +0'-0" A.F.F. OIL PORCH FLOOR -0'-4" B.F.F. 2X4 PT LEDGER W/ (2) 1/4" X 3-1/2" TAPCON AT 24" O.C. - -- 16" BOND BEAM; (1) 8" PRE -CAST LINTEL (1) 8" CMU BEAM BLOCK W/ (1) #5 CONT. REBAR IN 2500 PSI PUMP MIX (EACH COURSE) MAINTAIN MIN. 12" FOOTING IN GRADE (TYP) 16"W X 18" H 3500 PSI MONO FOOTING W/ (2) #5 REBAR CONT, OVER 6 MIL VAPOR BARRIER, OVER CLEAN TERMITE TREATED COMPACTED FILL TO MIN 98% COMPACTION DENSITY; TEST REQUIRED (TYP) 12 ° 7/8" CEMENTITIOUS STUCCO OVER HIGH RIB LATH (TYP) 4" CMU BLOCK WALL CMU HALF BLOCK AT WALL BASE ° f i SIMPSON HETA 16 @ 24" O.C. TO TRUSS W/ 1-1/2" GALV JOIST NAILS (TYP) 4"W X 16"H 2500 PSI TIE BEAM W/ (2) #5 REBAR CONT. #5 VERTICAL REBAR @ 6-0" O.C. (TYP) SLOPE 1/8" PER 1' 0" MIN. 7,- — 10" #5 REBAR @ 6'-0" O.C. (TYP) ° STRUCTURAL DETAIL AT CABANA BATH -50 SCALE: V = 1'-0" o_. 10"W X 8" H 3500 PSI MONO FOOTING W/ (2) #5 REBAR 16" BOND BEAM; (1) 8" PRE -CAST LINTEL, (1) 8" CMU BEAM BLOCK W/ (1) #5 CONT. REBAR IN 2500 PSI PUMP MIX (EACH COURSE) 8" PRE -CAST LINTELS 16" X 8" CMU COLUMN (2) #5 CONT. REBAR IN 2500 PSI PUMP MIX DETAIL @ COLUMN AND BOND BEAM CONNECTION_ SCALE: 1" = 1'-0" CONT, OVER 6 MIL VAPOR BARRIER, OVER CLEAN TERMITE TREATED COMPACTED FILL TO MIN 98% COMPACTION DENSITY; TEST REQUIRED (TYP) 4" 3500 PSI CONCRETE SLAB OVER 6 MIL VAPOR BARRIER, OVER CLEAN, TERMITE TRATED, COMPACTED FILL (MIN 98% DENSITY, TEST REQUITED) Ell STRUCTURAL DETAILS 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 Lu ° W w 1.o Q ? Z U cn a z00 cn Q3 W Ew]-SEr'f oO�°' Z fd LL MM hF.—I.--W O V H W p l—y IL V o- � a'0Na LLj t~j0�U O W C W O f- O w w a n. ISSUED IN PROGRESS ISSUED FOR REVIEW ISSUED FOR BIDDING ISSUED FOR PERMIT ■ ISSUED FOR CONSTRUCTION LIABILITY NOTE THIS IS THE PROPERTY OF GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC AND 15 NOTTO BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT IS NOTTO BE USED ON ANY OTHER PROJECT AND ISTO BE RETURNED UPON REQUEST. SCALES AS STATEDHEREIN ARE FOR REFERENCE ONLYAS NORMAL REPRODUCTION PROCESSES MAYALTERTHE ACCURACY OF ORIGINAL DRAWINGS. 09.40--p =: it'i Pik AT .....-Ol-alo ti 5i0.A JOHN H. CRESWELL PE #40940/ COA #30250 C: (863) 467-1111 E: john@gdcflorida.com REVISION 4 6/18/2018 WRITTEN DIMENSIONS ON THESE DOCUMENTS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. DRAWN BY B.S. & K.W. CHECKED BY J.H.C. DATE _6/18/2018 SHEET ,S-505 I ft12 -(x4l� FLANGE FRAME JAMB INSTALLW/ WOOD BUCK SCALE:NTS EXTERIOR FLANGE WINDOW HEAD DETAIL SCALE:NTS FLANGE WINDOW SILL DETAIL SCALE:NTS TYPICAL WINDOW BUCK DETAIL FLANGE FRAME SILL INSTALLATION -,A/\ SCALE:NTS ;j EXTERIOR NOANCHORS REQUIRED FLANGE WINDOW JAMB DETAIL SCALE: ivS :1 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 @ W FROM FROM SIDE AND 10" O.C. FIELD. (TYP) T BUCK TO CMU w/ 4D CASE HARD NAILS CH @ 3" FROM TOP/BOTTOM, AND 8" O.C. FIELD. ( CONTINUOUS BEAD OF POLYSEAMSEAL AU FACE PRIOR TO INSTALLATION.(TYP) T BUCK TO CMU w/ 4D CASE HARD NAILS CH @ 3" FROM TOP/BOTTOM, AND 8" O.C. FIELD. ( CONTINUOUS BEAD OF POLYSEAMSEAL AU FACE PRIOR TO INSTALLATION.(TYP) -CRETE OR SIMILAR PRE -CAST WINDOW SILL. (TYP) T WINDOW WRAP TO CMU w/ 4D CASE HARD NAILS (2) 3" FROM ENDS AND 8" O.C. FIELD (TYP) VALL (SEE STRUCTURAL PAGES FOR INSTALLATION DETAILS) TYPICAL FLANGE WINDOW DETAILS SCALE:NTS MAX. MAX. ffLIGI PENIN SASH ITEM D G 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 SASH INTERLOCK 11 7092.1 65114 SASH REINFORCEMENT 30 XXXX XXXXX 5116' 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 I 118" TEMPERED OR ANNEALED GLASS 36 XXXX XXXXX 3/4" OVERALL GLASS NOMINAL 39 XXXX XXXXX SILICONE DOW 40 16492 1 65112 1 GLAZING BEAD 41 1 18483 1 65148 1 SDL GLAZING BEAD FLANGE FRAME HEAD INSTALLATION EXTERIOR SCALE:NTS 3/4" R-MAX RIGID INSUL. 1X PT CURTAIN BACKING 1X2 PT INSUL. STOP 4D CASE HARD NAILS @10" O.C. (TYP) 1X4 PT HEADER BUCK 1/4"X2 3/4" TAPCON IN ALL FACTORY PROVIDED HEM HOLES 1/4" MAX COMPOSITE 1X PT WINDOW WR CMU W/ 4D CASE NAILS (2) AT 8" O.C. CMU BLOCK 4IM103" NT. BEAD POLYSEAMSEAL LIQUID APPLIED WATERPROOFING NT. BEAD POLYSEAMSEAL MAX COMPOSITE SHIM PACT RATED WINDOWS FLANGE FRAME SILL INSTALL W / BUCK EXTERIOR SCALE:NTS RATED WINDOWS 1D POLYSEAMSEAL WINDOW SILL CMU BLOCK LIQUID APPLIED VATERPROOFING 12 6 1X PT WINDOW 3/4" R-MAX RIGID D FLANGE FRAME JAMB INSTALLATION 4 EXTERIOR SCALE:NTS 8" CMU BLOCK 8" LIQUID APPLIED WATERPROOFING 4D CASE HARD NAILS @ 8" O.C. (TYP) D 1l4"X2 3/4" TAPCON IN ALL D FACTORY PROVIDED HEM HOLES b IMPACTED RATED WINDOWS 1/4" MAX COMPOSITE -SHIM 1X4 PT WINDOW BUCK PROVIDE CONT. BEAD OF -POLYSEAMSEAL PRIOR TO BUCK INSTALLATION 1X2 PT INSUL. STOP TYPICAL WATERPROOFING DETAIL TYPICAL FLANGE WINDOW INSTALLATION DETAIL APPLIED DRYLOK MASONRY WATERPROOFING, PREVENTION ) BEYOND FACE OF OPENING 8" MIN. BUCK BEYOND RETE OR SIMILAR PRE -CAST WINDOW SILL. (TYP) ADER w/ 1/4" MAX COMPOSITE SHIM WINDOW FRAME AND BUCK I RATED WINDOW ASSEMBLY -(ROUGH PT BUCK w/ 2 3/4"X 1/4" IN ALL FACTORY PROVIDED HEM HOLES 3ONT. BEAD OF POLYSEAMSEAL AMBS, AND HEADER FLANGE INSTALLATION PLIED DRYLOK MASONRY WA WINDOW INSTALLATION WINDOW BUCK, FLASHINC ... 0 4`_ L:3F_Sl 7N GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC COA#30250, AA#26003565 502 NW 2ND STREET, OKEECHOBEE, FLORIDA 34972 P: (863) 467-1111 F: (863) 582-9574 W W W.GDCFLORIDA.COM Lu W Z WW W c W Liu Q O M V CC O . 3 zoo M Q W co I— E co rn O rn Z vaIJiMM �u,iC' w U H W V C3 F- U) C? I- IL QLu )NIL ow-2V waOw �_2 O a' O a a ISSUED IN PROGRESS ❑ ISSUED FOR REVIEW ❑ ISSUED FOR BIDDING ❑ ISSUED FOR PERMIT . ISSUED FOR CONSTRUCTION El 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 NOTTO 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. e �aa JOHN H. CRESWELL PE #40940/ COA #30250 C: (863) 467-1111 E: john@gdcflorida.com REVISION 1 3/14/2018 4 6/18/2018 WRITTEN DIMENSIONS ON THESE DOCUMENTS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. DRAWN BY B.S. & K.W. CHECKED BY J.H.C. /20/2018 pa SHEET IiIw