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HomeMy WebLinkAbout404 San Carlos Ave 18-2253PROJECT SPECIFICATIONS NEW ONE 5TORY CMU 51NGLE FAMILY RE5I1DENCEr ,I . OCCUPANCY, IIR311 CONSTRUCTION TYPE, "V 5 I1 DE51GN CODES: - FLORIDA BUILDING CODE 51XTH EDITION (2011) - FLORIDA RESIDENTIAL BUILDING CODE SIXTH EDITION (2( - FLORIDA PLUMBING CODE 51XTH EDITION (2011) - FLORIDA MECHANICAL CODE SIXTH EDITION (2011) - 2014 NATIONAL ELECTRIC CODE (NEC) • PNT PROPERTIES • W�<,r-TSAN CARLOS AVENUE SANFORD, FLORIDA, 32771 p 5 88deg, 04 3411 E 109.98' (N) �o 104.1 - — - -_� 104.4_ S SSdeg, 00' 00" E 110,00'(P) 03.E l 104,9 X OL ' ' f o ) SINGLE FAMILY RE6ICENCE, (EL. - 105.10) 1 LOT; 18 55'•0" m � 104,6 Uq 104,9 STRUCTURAL LIVE LOADS: CHAPTER 16, F.B.C. 201-1: PEER F.B.C, 2011, CHAPTER 16 a�[l M M FLOORS 40 P5F E3,45IC WIND SPEED 139 5ALCONIE8 40 PSF (3 SECOND GUST) DECKS STAIRS - 40 PSF 40 P5F WIND IMPORTANCE FACTOR � , /,"•� -. ROOFS 20 PSF BUILDING CATEGORY 2 SLEEPING ROOMS 30 PSF HABITABLE ATTICS W/ FIXED STAIRS 30 PSF WIND EXPOSURE B ATTIC W/O STORAGE to PSF INTERNAL PRESSURE COER .018 ATTIC W/ LIMITED STORAGE GUARDRAILS AND HAND RAILS 20 PSF 200 PSF COMPONENTS 4 CLADDING' 30,5 PS GUARDRAILS AND HAND IN -FILL COMPONENTS 200 PSF a� Qj ROOMS OTHER THAN SLEEPING ROOMS 40 PSF rn Oo • PNT PROPERTIES • W�<,r-TSAN CARLOS AVENUE SANFORD, FLORIDA, 32771 p 5 88deg, 04 3411 E 109.98' (N) �o 104.1 - — - -_� 104.4_ S SSdeg, 00' 00" E 110,00'(P) 03.E Sp /j 0 5AN C;aRLO5 AVE W SR 46 W IST ST (" CR 415 CELERY AVE T FL 411 m CID � (P 'C 1_ Fill Z_ W 25TH ST E 25TH ST 1J SR 46 D M LOCATOR MAP DAIN p AIN Q 1'-6" BIDE SETBACK ------------------------------------------- --------------------- i --------------- l 104,9 X OL ' ' f o ) SINGLE FAMILY RE6ICENCE, (EL. - 105.10) 1 LOT; 18 55'•0" m � 104,6 Uq 104,9 X;x N ■ U a�[l M M ti O Y 2 '- � O � ' l l Lu l l 1 301.011 OL a OLL a n M M CD CD DRAIN L i O O O LU r a� Qj Qj U rn Oo M �z U a Sp /j 0 5AN C;aRLO5 AVE W SR 46 W IST ST (" CR 415 CELERY AVE T FL 411 m CID � (P 'C 1_ Fill Z_ W 25TH ST E 25TH ST 1J SR 46 D M LOCATOR MAP DAIN p AIN Q 1'-6" BIDE SETBACK ------------------------------------------- --------------------- i --------------- PROP05ED 35-011 W, X-�'5'-O° D. l 104,9 X 2 ' ' f o ) SINGLE FAMILY RE6ICENCE, (EL. - 105.10) 1 LOT; 18 55'•0" U 105,0 104,6 Uq 104,9 X;x N ■ U a M M ti O Y 2 '- � O � ' l l � 'L l l 1 301.011 PROP05ED 35-011 W, X-�'5'-O° D. J ti ONE STORY CMLI q a SINGLE FAMILY RE6ICENCE, (EL. - 105.10) 55'•0" U ti W :----104,?--C----- D X 104.4 1.6 SIDE SETBACK X 104.4 X 1033 D AI_N'0'-A- X 104,9 " D AIN X 104,4 1 ' �l /C?l Ni 88deg, 001 00" W _110,34' (M)Xz N 88deg, 00' 00" W 110100' (P) o SITE PLAN I" 101.011 SYMBOLS X PROPOSED GRADE G,P LEGAL DESC IPIrl ON: I_ LOT IS C 1, FAIRVIEW, A SUBON DIY AS RECORDED IN PIAT BOOK 4, PAGE 11, OF THE PUBLIC R RDS OF 5-EbIKOLE C GRID NOTE: ODG, INC, 8 STEPHEN COLD ASSUMES NO RE5PON515ILITY FOR IT'5 ACCURACY, THE OWNER AND CONTRACTOR ARE TOTALLY RE5P06I5LE FOR PLACING THE BUILLDING ON THE PROPERTY' AND MEETING ALL REQUIRED 5ET BACKS, ODG, INC,, 8 5TEPHEN COLD NO RESPONSIBILITY FOR SEPTIC DESIGN AND LOCATION, LOT GRADING TYPE A ALL DRAINAGE TO STREET SAMPLE COMPUTAT113N OF GRADING CONTROL LINE A -F FOR A 60' LOT ON AN RESULTS USING 0.5% STREET, WITH 28' SETBACK, 28' BUILDING DEPTH AND 2R SVALES 1% SWALES A Curb -top on lot -tin. extension at high lot corner A -H ; Park.oy slop.- 12' grass old .alk at !/4'/f t. (2X> . . Y 10.3'> 3' CO. 3') IT Side s..la 56' ass at 1/4'/ft. (27.). . . . 14'.(1.2') 7' (0. 6') C -D S.a le turn .Ith IO' radium 16, gross at 1/4'/ft. 4- (7. 3') 2' <0. 21) D -E Rear s.olw 12' gross at 1/4'/ft. (2:0. 3' (0.3') 1' E -F Protective rear slope up from high -point of swabs . 6' (0.11) 6' (0. 3') Sub-totot A -F From curb -top to ground at rear building .all. .30- Q. Y) 19, C1. 6•) Minimum rise fro" c.rb-t.p to slob floor, 30' • 8' . . . . 36' (3.2') 23.(2,3') Ml ninum rise for woad floor using B' Joists, 30' + 19' . . 49' (4. 1') 38' (3. 2') DRAWING INDEX y Al COYER PAGE, LOCATOR MAP, SITE PLAN, DRALUING INDEX, AND PROJECT SPECIFICATIONS A2 FOUNDATION PLAN, FOOTING DETAILS, AND PUMBING RISER DIAGRAM A3 FLOOR PLAN, TYPICAL LUALL SECTION, AND HEADER SCHEDULE A4 ELEVATIONS A5 ROOF PLAN AND LINTEL SCHEDULE A6 ELECTRICAL PLAN AND RISER DIAGRAM Al TRUSS LAYOUT A8 ENGINEERING NOTES AND DETAILS PROJECT DESIGNER 0DC�, INC. 13E✓O F,4RK DRIVE .,,C:45SELBERRY, FLORID74 32101 Di=B10- 1)6;1QY,4HOO,C01" 1 PROJ-ECT ARCHITECT STEPHEN Re COLD f4R ,0010041 RECORD COPY 1341 5, GRf4NT STREET LONGWOOD, FLORID¢( 32150 OFFICE: (321) 228-4225 Ft4X: (401) 834-9g2(, REVIEWED FOR CODE COMPLO 2C PLANS EXAMINER stev�coldamindSpringrcom— RATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BEA LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL. AT TFR nA -Q CODES, NOR SHALL ISkL SUANCE OF A PERMIT PRE\ -NT THE BUILDING OFFICIAL FROM THEREAFTER PROJECT CONTRA "'C t'RL�R�� IOLATOIONSOF HIISCOO KIRK 1„1C KINNION COMPACTION' ESQ REQUIRED .HK1,M GENER,4L CONTRF4CTOR5 Results u7 beVerifi d tit Slab b)sPeetio 24(o4 SOUTH S)4NFORD 4VENUE 8f4NFORD, FLOfRID74 32111 PHONE:: 40-1-321-4616LD1NG SANFORD C� SNC' 0400 00 0 0 D 0 G INC..000 Job No: 18-011 Date: 4 MAY 2018 Scale: AS NOTED Drawn By: KGM Revised: 30 MAY 2018 STEPHEN R. COLD AR 0010041 o T1_ Z LU Q U) �Xz zM w Q LLJ oZ� Q� V z LL (n 0 w 00 w�( aZw U wJ0 z0 O 0- D_ U) z LU U I— 0 70 Cn J ti a O U ti 0 U ■ U � > M M ti L', •L � 'L M OL a OLL r n M M CD CD DRAIN L i O M -Q LU r a� O N U rn CONCRETE DRIVEWAY -q M AND WALK U a U O Z 25'-011 � a 0 Q � O SYMBOLS X PROPOSED GRADE G,P LEGAL DESC IPIrl ON: I_ LOT IS C 1, FAIRVIEW, A SUBON DIY AS RECORDED IN PIAT BOOK 4, PAGE 11, OF THE PUBLIC R RDS OF 5-EbIKOLE C GRID NOTE: ODG, INC, 8 STEPHEN COLD ASSUMES NO RE5PON515ILITY FOR IT'5 ACCURACY, THE OWNER AND CONTRACTOR ARE TOTALLY RE5P06I5LE FOR PLACING THE BUILLDING ON THE PROPERTY' AND MEETING ALL REQUIRED 5ET BACKS, ODG, INC,, 8 5TEPHEN COLD NO RESPONSIBILITY FOR SEPTIC DESIGN AND LOCATION, LOT GRADING TYPE A ALL DRAINAGE TO STREET SAMPLE COMPUTAT113N OF GRADING CONTROL LINE A -F FOR A 60' LOT ON AN RESULTS USING 0.5% STREET, WITH 28' SETBACK, 28' BUILDING DEPTH AND 2R SVALES 1% SWALES A Curb -top on lot -tin. extension at high lot corner A -H ; Park.oy slop.- 12' grass old .alk at !/4'/f t. (2X> . . Y 10.3'> 3' CO. 3') IT Side s..la 56' ass at 1/4'/ft. (27.). . . . 14'.(1.2') 7' (0. 6') C -D S.a le turn .Ith IO' radium 16, gross at 1/4'/ft. 4- (7. 3') 2' <0. 21) D -E Rear s.olw 12' gross at 1/4'/ft. (2:0. 3' (0.3') 1' E -F Protective rear slope up from high -point of swabs . 6' (0.11) 6' (0. 3') Sub-totot A -F From curb -top to ground at rear building .all. .30- Q. Y) 19, C1. 6•) Minimum rise fro" c.rb-t.p to slob floor, 30' • 8' . . . . 36' (3.2') 23.(2,3') Ml ninum rise for woad floor using B' Joists, 30' + 19' . . 49' (4. 1') 38' (3. 2') DRAWING INDEX y Al COYER PAGE, LOCATOR MAP, SITE PLAN, DRALUING INDEX, AND PROJECT SPECIFICATIONS A2 FOUNDATION PLAN, FOOTING DETAILS, AND PUMBING RISER DIAGRAM A3 FLOOR PLAN, TYPICAL LUALL SECTION, AND HEADER SCHEDULE A4 ELEVATIONS A5 ROOF PLAN AND LINTEL SCHEDULE A6 ELECTRICAL PLAN AND RISER DIAGRAM Al TRUSS LAYOUT A8 ENGINEERING NOTES AND DETAILS PROJECT DESIGNER 0DC�, INC. 13E✓O F,4RK DRIVE .,,C:45SELBERRY, FLORID74 32101 Di=B10- 1)6;1QY,4HOO,C01" 1 PROJ-ECT ARCHITECT STEPHEN Re COLD f4R ,0010041 RECORD COPY 1341 5, GRf4NT STREET LONGWOOD, FLORID¢( 32150 OFFICE: (321) 228-4225 Ft4X: (401) 834-9g2(, REVIEWED FOR CODE COMPLO 2C PLANS EXAMINER stev�coldamindSpringrcom— RATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BEA LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL. AT TFR nA -Q CODES, NOR SHALL ISkL SUANCE OF A PERMIT PRE\ -NT THE BUILDING OFFICIAL FROM THEREAFTER PROJECT CONTRA "'C t'RL�R�� IOLATOIONSOF HIISCOO KIRK 1„1C KINNION COMPACTION' ESQ REQUIRED .HK1,M GENER,4L CONTRF4CTOR5 Results u7 beVerifi d tit Slab b)sPeetio 24(o4 SOUTH S)4NFORD 4VENUE 8f4NFORD, FLOfRID74 32111 PHONE:: 40-1-321-4616LD1NG SANFORD C� SNC' 0400 00 0 0 D 0 G INC..000 Job No: 18-011 Date: 4 MAY 2018 Scale: AS NOTED Drawn By: KGM Revised: 30 MAY 2018 STEPHEN R. COLD AR 0010041 o T1_ Z LU Q U) �Xz zM w Q LLJ oZ� Q� V z LL (n 0 w 00 w�( aZw U wJ0 z0 O 0- D_ U) z LU U I— 0 70 Cn COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal v V copyright laws. �' ti O ti ■ U � > M M ti L', •L � 'L M ❑ ci OLL r n M M CD CD Q L i O M -Q M r N M U COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal v V copyright laws. �' PROJECT SPECIFICATIONS NEW ONE STORE' CMU 51NGLE FAMILY RESIDENCE. OCCUPANCY: "R311 CONSTRUCTION TYPE: "Y 8'I DE61GN CODES: - FLORIDA BUILDING CODE SIXTH EDITION (2011) - FLORIDA RE5IDENTIAL 5UILDING CODE 61XTH EDITION (2011) - FLORIDA FLUM51NG CODE 61XTH EDITION (2011) - FLORIDA MECHANICAL CODE 51XTH EDITION (2011) - 2014 NATIONAL ELECTRIC CODE (NEC) STRUCTURAL LIVE LOADS: CHAPTER 16, F.B.C. 201-1: PER F.B.C, 2011, CHAPTER 16 Q Q 0 (¢j (D LL FLOORS 40 PSF BASIC WIND SPEED 139 BALCONIES 40 FSF (3 SECOND GUST) DECKS 40 FSF w-10 Q� STAIRS 40 FSF WIND IMPORTANCE FACTOR I ROOFS _ 20 PSF BUILDING CATEGORY 2 SLEEPING ROOMS 30 PSF HABITABLE ATTICS W/ FIXED STAIRS 30 PSF WIND EXPOSURE - B ATTIC W/O STORAGE 10 FSF INTERNAL. PRESSURE COEF. .OIS ATTIC W/ LIMITED STORAGE 20 FSF GUARDRAIL6 AND HAND RAILS 200 PSF COMPONENTS E CLADDING 30.5 FSF GUARDRAILS AND HAND IN -FILL COMPONENTS 200 P6F r ROOMS OTHER THAN SLEEPING ROOMS 40 FSF sR /i 402 5AN CARLO5 AVE 1W SR 46 W IST ST GR 415 CELERY AVE FL 411 m L N < D m z m W 25TH ST i° E 25TH ST W SR 46 M LOCATOR MAP 5 88deg, 041 3411 E 109.981 (M) 5 88deg, 001 0011 E 110.001 (P) 'R prR 1 6, 1'-6" SIDE SETBACK --------------------------------------------------------------- PROP05Ep 351-0" W, X 551-0" p W ~ ONE 570RY CMU M 51NGLE FAMILY RE511DENCE Q Q 0 (¢j (D LL LOT; 18 0_w 00 ti LL Qol- ULLID U w-10 Q� °- La- Z 1HIo a U) � � Y O r n � M N a. 0 0 .W r � N 0 N O O M z z U PROP05Ep 351-0" W, X 551-0" p W ~ ONE 570RY CMU M 51NGLE FAMILY RE511DENCE Q Q 0 (¢j (D LL U) 0_w 00 ----------------------------------=------------------------ 14' SIDE SETBACK - DAIN D AIN N 88deg, 00' 00" W 110.34' (M) N 88deg, 001 0011 W 110.001 (P) SITE PLAN .. DRAIN U a m LU N z 0 CONCRETE DRIVEWAY AND WALK 25'-0 LEGAL DESCRIPTION: LOT 18, BLOCK 1, FAIRVIEW, A 5U51DIV1510NA6 RECORDED IN PLAT BOOK 4, PAGE 11, OF THE PUBLIC RECORDS OF 5EMINOLE COUNTY, FLORIDA, 1 0 NOTE: ODG, INC. 4 STEPHEN COLD 455UME5 NO RESPON51BILITY FOR IT15 ACCURACY, THE OWNER AND CONTRACTOR ARE TOTALLY RE5PO515LE FOR PLACING THE BUILLDING ON THE PROPERTY AND MEETING ALL REQUIRED SET BACKS, ODG, INC,, 4 STEPHEN COLD NO RESPONSIBILITY FOR SEPTIC DE51GN AND LOCATION, COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal copyright laws. DRAWING INDEX Al COVER PAGE, LOCATOR MAP, SITE PLAN, DRAWING INDEX, AND PROJECT SPECIFICATIONS A2 FOUNDATION PLAN, FOOTING DETAILS, AND PUMBING RISER DIAGRAM A3 FLOOR PLAN, TYPICAL WALL SECTION, AND HEADER SCHEDULE A4 ELEVATIONS A5 ROOF PLAN AND LINTEL SCHEDULE A& ELECTRICAL PLAN AND RISER DIAGRAM A-1 TRUSS LAYOUT A8 ENGINEERING NOTES AND DETAILS ODG/ INC. 1380 PARK DRIVE C: ASSELSERRY, FLORIDA 32-10-1 321-663-193-1 �DPB.ODCx 1at'A1H00.COM PROJECT ARCHITECT STEPHEN R. GOLD AR 0010041 1341 S. GRANT STREET LONGWOOD, PLORIDA 32-150 OFFICE. (321) 22&-422E✓ PAX: (401) 834-9926 st�Vecold�mindspring.com KIRK MC KINNION 1HKM GENERAL CONTRACTORS 2464 SOUTH S,ANFORDAVENUE SANFORD, FLORIDA 32-111 PHONE: 40-1-321-4616 , Job No: 18-011 Date: 4 MAY 2018 Scale: AS NOTED Drawn By: KG M Revised: STEPHEN R. COLD AR 0010041 0 QU) W ~ 2X0 Z W M 0ZU Q Q 0 (¢j (D LL U) 0_w 00 ti LL Qol- ULLID U w-10 Q� °- La- Z 1HIo a U) CO W �7 � - T - - - - Z -206 - Sheet No: Al Of: EIGHT ti 0 ti N V i Iti O r n � M a. OM N M r � N N M U W �7 � - T - - - - Z -206 - Sheet No: Al Of: EIGHT 20 X 16 MONOLITHIC FOUNDATION W/ (2) #5 REBAR5 CONT, 8" TURNED EDGE W/ (1) 45 CONT, AT 6HOWER C u CONC. A.C, PAD— CONTRACTOR TO FIELD VERIFY LOCATION 4" 4 TH, 3000 P61 CONCRETE SLAB W/ 6X6 10/10 WWF ON 6 MIL YAPOF ON CLEAN WELL COMPACTED TERMITE ELOPE SHOWER TO DRAI 20" X 16" MONOLITHIC FOUNDATION - W1 (2) 05 REBAR6 CONT, 19' 4" 15' 8'• 4'-411 5' 2" 6' 6" 6118" 4'-10° 5'-2" _ 2'-4" 20 X 16 MONOLITHIC FOUNDATION W/ (2) "5 RE5AR6 CONT. 4" TH, 3000 PSI CONCRETE SLAB ON GRADE FOUNDATION (ON PLAN W/ 6X6 10/10 WWF ON 6 MIL VAPOR BARRIER ON CLEAN WELL COMPACTED TERMITE TREATED FILL 1/4" = 1'-0" X 16" MONOLITHIC FOUNDATION W/ (2) "5 REBAR6 CONT. .M QI�tU? 4GT11 P (U TCt GOO TRJ%T IO%i. 2.' : Ir "AN ,ANCH-i *Z 5OL T 15 M{ Siib SI E A 1l2` x;r Uri .AN<;� ?R . ' :J,J �'CIE•.t-.. �d `�' 1;•iGi6.�,.�.T'VT'C "� b.✓tft.,t�>:.r ". .;f ',� � = cc Tia FOLLLOUJNG 5TATEtg ENT: THE I! tUILC>IkG MAB, " ECEivEi, - ATMENT F=OR TH ; TE < IT S- T tATh ENE 15 IWAt�C:b �P THE FLORIDA"DEPARTMENT OF" ,AGkICilL TUR.E AND. C6Nh 51 IMER &EkVICES COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal copyright laws. ,Yc b f � q CN AfL V. T F t33 Tim � i3 f ti a> € I. Y FOU T 0) DRIVEWAY ` 'A! 314"= 1 `moi ATE. -n 50-1 A V FIF 5L z=3 THl619 )t1 t„f? io tl*? CATE TI E r lrr 4 ttT5 GF Tff - OltkeR,, Tl r -TAILS .( Gr TPE F U-ej1 G 9YWaM .ALL ,a4 -t f k�TK Y'1i1'i�,T? 5Y A r-U/1�3!H- S"CNTP,iG OR Lf;"jNN -? �ILp PZP..'RW- fr. T}}13 Qa5';,'AN 16 A,LCPIE*1' �Y Gf4�E� 4Tt i'LtA•fSB'f.'z �Y�%ifa H,aYBk# FE'„%t�. I; Trl.^•N'r?J r1.C`�s , WITS r, Tw 3YOT5-1 19 TO Rcc rrt x r�r= rr� OR RMER.€ -x-JZ LJ 5/i��IB Job No: 18-011 Date: 4 MAY 2018 Scale: AS NOTED Drawn By: KGM Revised: STEPHEN R. COLD AR 0010041 U � � W ti 0(D C� zM ZD p____________________________ > Q O O 0 ___--________-_________ __-_-__-_ ________-_________________ n OO J Z co M 0-m Q Q M M m - � O 0� Q Q 0 LL O 0'-0" (DATUM) �^ L a LL M 4" rH. 3000 P51 CONCRETE SLAB ON GRADE 7 4�i 16- W/ 0 6 10 10 WWF OR FIBERMESH ON .006 VAPOR BAR IER k' -Q M r OV R C EAR WELL COMPACTED, TERMITE TREATED FI L-------- U) CIDM Is n C) 0 - yl F– cqo 0 o A.C. CHASE o ' - - - 13-6%4° 4 4 O i i� o N G :11 -__g" ~� RADE- ]BARRIER RE TED FILL TURNED EDGE I J/ (2) 05 CONT, — - — " f � AT GARAGE ETEP DOWN O AL 4 - 2 11 B.F.F. 4" • 4" TH, 3000 P51 CC NCRETE SLAB ON GRADE W/ 6X6 10/10 WWF OR FIBEF MESH ON .006 VAPOR BARRIER Ilk OVER CLEAN, WELL COMPACTED, TERMITE TREATED FILL 2 r 2 --- SLOPE -- A�" s 20" X 16" MONOLITHIC FOUNDATION r W/ (2) "5 REBAR6 CONT,rL r v 0 s , At , -- ---------------------------- r* = r ■ r 4" TH, 3000 PSI CONCRETE SLAB ON GRADE FOUNDATION (ON PLAN W/ 6X6 10/10 WWF ON 6 MIL VAPOR BARRIER ON CLEAN WELL COMPACTED TERMITE TREATED FILL 1/4" = 1'-0" X 16" MONOLITHIC FOUNDATION W/ (2) "5 REBAR6 CONT. .M QI�tU? 4GT11 P (U TCt GOO TRJ%T IO%i. 2.' : Ir "AN ,ANCH-i *Z 5OL T 15 M{ Siib SI E A 1l2` x;r Uri .AN<;� ?R . ' :J,J �'CIE•.t-.. �d `�' 1;•iGi6.�,.�.T'VT'C "� b.✓tft.,t�>:.r ". .;f ',� � = cc Tia FOLLLOUJNG 5TATEtg ENT: THE I! tUILC>IkG MAB, " ECEivEi, - ATMENT F=OR TH ; TE < IT S- T tATh ENE 15 IWAt�C:b �P THE FLORIDA"DEPARTMENT OF" ,AGkICilL TUR.E AND. C6Nh 51 IMER &EkVICES COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal copyright laws. ,Yc b f � q CN AfL V. T F t33 Tim � i3 f ti a> € I. Y FOU T 0) DRIVEWAY ` 'A! 314"= 1 `moi ATE. -n 50-1 A V FIF 5L z=3 THl619 )t1 t„f? io tl*? CATE TI E r lrr 4 ttT5 GF Tff - OltkeR,, Tl r -TAILS .( Gr TPE F U-ej1 G 9YWaM .ALL ,a4 -t f k�TK Y'1i1'i�,T? 5Y A r-U/1�3!H- S"CNTP,iG OR Lf;"jNN -? �ILp PZP..'RW- fr. T}}13 Qa5';,'AN 16 A,LCPIE*1' �Y Gf4�E� 4Tt i'LtA•fSB'f.'z �Y�%ifa H,aYBk# FE'„%t�. I; Trl.^•N'r?J r1.C`�s , WITS r, Tw 3YOT5-1 19 TO Rcc rrt x r�r= rr� OR RMER.€ -x-JZ LJ 5/i��IB Job No: 18-011 Date: 4 MAY 2018 Scale: AS NOTED Drawn By: KGM Revised: STEPHEN R. COLD AR 0010041 U � � W ti 0(D C� zM ZD Q > Q O O 0 U) ZR OO J Z L 0-m Q Q M M z O� O 0� Q Q 0 LL O U) Sheet No: 2 Of: EIGHT ti O N ■ V > M M ,., r �L M ® Q O Qi r L a LL M 2:1o 16- Ir - 0 M -Q M r � U) CIDM C) Sheet No: 2 Of: EIGHT 35,-0" 12'-5" 6", It 6'A" 10,-9" 4" CONC, OR AVER LANDING 4' -II" • O �11111111[7'� 't�1111111111�111[7I7�---- O © I I MTL. ENTRY 3'-0"X6' 8"" '1=17@"�IIIIIIIICI' Ike, �C]111= _ n _ _ O 5 2 WD, SWING PR, 21-6"X6' 8" 6 1 WD. SWING ESCAPE 1 I MTL, SGD 6'-0"X6'-8" 8 I MTL. OHG I6'-0" Xl 0" 9 I 1 MTL, SWING 2 -0 Xl -0 GLA55 SHOWER DOOR NOTE: OPENING BETWEEN THE GARAGE 4 RESIDENCE SHALL BE EQUIPED WITH 30LID WOOD DOORS NOT LESS THAN 13/8" IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOOR NOT LE55 THAN 13/a" THICK OR 20 -MINUTE FIRE RATED DOORS, EQUIPED WITH SELF-CLOSING DEVICE PER FBC R301, VJ 7 O •" SILL = n -1• IL A a �+ co 3 G L YAULTESCAPEO O M Irm • r ' • , U - _ = • _ AULT ? LU __ - R _ n u © c 30 • OF nESCAPE - •PLANT LEDGE - VAULT(405 r�, '� © 2 ► ' - - --MMMM I., _—" • Li PEE __ . _ROOFESCAPE p_ firy� �,+u:.ar+ruiurruraur . = - : I/ II _ _ Im "Ann �• kill- ,• _ _ • LLT_ VAULT .. ::nurtr—�Qrwnnur.�. tr. AMUR Q.F&T-Airf MATuu,;. unnunru� .Q ` • 1 P7 u - I © I (c I � . - . • • • ' . � - I.d �'�/� / • r _ = ENTRY ©�� v I VAULT ME - ©�Imp - "M 01 OVERHANG OF DORMER AT ENTRY ESCAPE "�71 __ •• lid �"�l[ICf' �CI7111�'u �-2" Y-211 4'.411 35'-Q I' FLOOR PLAN V4" - P-0" TOP OF BLOCK HEIGHTS �.ERAL NoTa-& L •a' U2 S.G RE615TANT ORT ® 8'-0" TOP OF BLOCK (NORMAL) C .145 m•F-R nwa THAT c T IaE MIN. 515, TTFr 'X' DRr.' G1%1= L-EPARAT1CN WALL5, 3. ATTIC. ACCE55 (MiN. 22`:x.34 ® IIS -4" TOP OF BLOCK/FRAME �iRaTION5 TtIEo a-= cCNWrrF FC -V.51 4:. R30233. 5. CONTRA1,TOR TO FIELD XEt t AIR PA'OL ER LOCATION LINETYPE LEGEND ® NEW BLOCK WALL NEW INTERIOR FRAME WALL ® INSULATED FRAME WALL (1.011 I_ 6'-0" 12'-0" 1/2' l3RMALL 2x4Jrr'0 ,n 5Es eeCTICPN `4`, ON PAC -54-1102 aTlcrt. �Erat ..QAt.,E 3. t -Q DOOR SCHEDULE O MARK QUAN, FRAME DOOR SIZE REMARKS WIDTH X HGT. I I MTL. ENTRY 3'-0"X6' 8"" 2 2 WD, SWING 2141X6'-8" ADA a BATH, CLOSER 9 GARAGE 3 5 WD, SWING 4 1 2 WD, SWING, 2'-0"X6'-8" 5 2 WD, SWING PR, 21-6"X6' 8" 6 1 WD. SWING PR. 2 0X6-8 1 I MTL, SGD 6'-0"X6'-8" 8 I MTL. OHG I6'-0" Xl 0" 9 I 1 MTL, SWING 2 -0 Xl -0 GLA55 SHOWER DOOR NOTE: OPENING BETWEEN THE GARAGE 4 RESIDENCE SHALL BE EQUIPED WITH 30LID WOOD DOORS NOT LESS THAN 13/8" IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOOR NOT LE55 THAN 13/a" THICK OR 20 -MINUTE FIRE RATED DOORS, EQUIPED WITH SELF-CLOSING DEVICE PER FBC R301, HEADER SCHEDULE ,.P '='Plil`'- WIDTH 5i4 -J1* WAM- L' NCi-t-f�E Na iS. r ER t oTe$-- I r s _ u�• a• AvEg slr=z, s tftaTE 7 t�LE �r GT'ris}�3iibc AF�Xi2T? GTi Fe�fidttlYx MM 2-V'T' 0 3'-0* 2-2+W'6 2-z id`a 2.9_;=1-1-M A"1F1�11 FF Fit tSt�g fxlP Ei� �2 :,�-_•g 1-1 4TC} ;l fi`eE 5th t ii 6..s. turd Vol 3XTRE:-• FRSEtR IN 2-2i..6'a Iki 'EMOIP.LF-5 OF ^ 3fIGlFY -SOW 7. RAF --FO, L:Ni-- B, ETC.' WE 0! ZED t.9tTr_- v-t`?4? 1'-4i'. � 2rwD'� 2-2x?3's '3D'Fv r�}f'aZf.'tirAk...�•-A� va' 16E 'E r IOD -E5 OF EL,46T iCIT r' i Ytuc saD Jfi� raitaiG2itr#°orb 2 d.",M 31!#->5 (RA 51PE) 'P -t' TO 9 -{g' ' 2-2x�'O 2 -?A 7G i�' } t l FJW. LEc Tie 51Tt£7, i!! V, -3 JACK SMSIS (EA $JOE) TO 12'-** 4 2 FJ -L- LF.,i r..4 '77 It1 .,-t°1ti� DTAIL6 £. BIS 2+c 7GF' �Gr= F'LAa>t: " .Jr? 7, G' i �'�•�.' �Y':9•iEi"t 1` t ATE (CGWr) FOR Tib: aS ` I I C�ICTPS (tT[a �. OR 142.5A .32 r- w t � a n i^ecraDw-l:Ri"(It "t (02 0111 OR f f # 4 KALED eeTfr-21 e .6* 2x 5 TTa"iFLATE (COW,) f/2 CrjA a'llKi x w "X ! -ttlti • t ii'hd cr4 A325q7` 1f2' x b' sP2''r, '?II.T�.i' !]S) LEX ��''::•, : a' $. � .''�' • �.':.,•...'-',..wv... 1'71 Gsl�3� E tT} 7'o2TO ri'24 r � rTFO �u D51-. 2x4 CX'A4T';1 TOP F W EACH r ovira 14 t,a ria r.F .JOINT - col C3 U' 54' OiA..A5 Pr 2x 5,OTT<71 Il -ATE INSTALL . V, W, x 6' UZI AT? itPY�6, 2P O.S. t 6 EI'1D5 fT`fiP;l . WINDOW SCHEDULE 0 MARK QUAN, FRAME TYPE SIZE HEAD HGT, REMARKS A I MTL, 5,H, PR, 25 6'-8" B 3 MTL, SH. 35 '0'•8" 4'-6"X5'-3" ROUGH OPENING C 3 MTL, 5.1-1, 25 61-811 3'-211X�'-3" ROUGH OPENING D I MTL. 5.H 34 6' 8° TEMPERED E I MTL, FIXED 3'-0" X 3'-0" 10'•8" TRAN50M NOTE: ALL BEDROOM WINDOWS SHALL COMPLY WITH FBC R310 4 RV2,41 ALL 'ESCAPE' WINDOWS SHALL MEET MIN, OPENING AREA OF 5.1 S.F., MIN, OPENING HEIGHT OF 24 4 MIN, OPENING WIDTH OF ZO , WITH MAX. SILL HGT. AT 44 AFF. -SILL HGTS. LISTED W/ WINDOW 51ZE ON PLANS, THIS STATEMENT CAN BE CONFIRMED IW/ WINDOW MFR SPECS. SUBMITTED BY CONTRACTOR, COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal copyright laws. AIL ENTRY AREA CALCULATIONS LIVING .......................1504 SF GARAGE....................38(o SF ENTRY .......................... 35 5F TOTAL AREA.............1925 _ h (UNDER ROOF GRO5 5147 7 Job No: 18-011 Date: 4 MAY 2018 Scale: AS NOTED Drawn By: KGM Revised: STEPHEN R. COLD AR 0010041 Sheet No: A3 Of: EIGHT RLULU DWQ 0 EL- W ~ U) QIf W 0 0 ao �a QLL U� Z Q0 00 VJ 7 LL U W O< U) Sheet No: A3 Of: EIGHT 0 `v n IL A a �+ co QCD L O M M r � U Sheet No: A3 Of: EIGHT 12 2 (01 L=j Top F Plate �q T?p of -Plate Bottom of 0onner, AI lia DUE $ —LOP Or subfloor,,—� FRONT ELEVATION 1/4' - 1'.0' Top of 5ulbFloor j REAR ELEVATION 1/4" - 1'-0" Top If Plate A RIGHT 51DE ELEVATION 1/4" - 1'-0" Top of 77 A' 4 A5 LEFT 510E E! NATION 1/4" : 1'-0" EXTERIOR EH,LEVATI ON LEGEND 1/2, T_s=xPjREv nNisk ovER cHu wA_1L -1/6' TEXTURED FINISH OVER GALVANIZED f`Af`EN5ACKJ-=D METAL LATH ON 151 FELT OVER 1/2' r—PX�YUffeD = SFE -EP IN rR=4� TR,Iss RC 5 OVER V FELT ON 1/2' COX (OR 1/16' 0515-4 AFFLIED To FRE-Ei,*iNEEc) WOOD TRIS156E5 4 24' O.C. DECORATIVE RAISED TEXTURED TRIM PER CUSTOMER A/C, C47'TF'RE$5OR & CRICKET A5 FREQUIRED CFF RJDGE VENT5,15LOCK AS REMIR M? Cal MM-AffILICATIOIq NIET14005 L MY 1.111 ATN CI 743- 5"HtSfOR{GAL STANDARD: 45TM, 10,rp3w08 0TANL>ARP 5FIECIFICATION " INSTALLATION OF t-ATHIW-1 ANP 'F:UWN3 TO RECEIVE INTERIOR AND EXTERIOR FORTLAMP Ck7`IENT-5ASErli rLAsTER, 2. ALL LATH AND LATH ATTAC+"ENTS 84­VLL'15IE ar- C_Q--4_%Q5ION-RE5I$TANT MATERIALS. EXPANDED METAL OR WOVE�N WIF,E; LATH SHALL 5E ArrACHED WITH 1-1/2' INCH-LOWA (3a nn), It: GA6,E NAILS HAYING A 71/16'INQ�H (11.1 rm) GR Ija INCH -Lott (22.2 wim), 16 (aAC*E STAPLES, SPACED AT NO M�THM j& INCI-E5 (1-52 on), OR A5 OTj­FF;WI5E AF?ROVEP. .5. Temt;ztr,> rtma44 AFF'LIPATION MTH6154 SHALLCC1711 LT'W1 A5TI-11' VUr.-06-.`5TAJ14PAR0 SIFECINCATION F61RAPKICATICK OF PORTLAND C—E!"IENT-15ASED PLASTER. PROVIDE THE IBUIE_Dft4 WITH A WEATHER- 815,TANT'HALL WALL EN'.`EL INCLUPM MOISTURE 5ARFJIER5 4 FLASH[W-5 FER FE5,—_, M03. COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal copyright laws, Ult U -1ATE DE51GN'W(ND, W EP FOR� 1 9 MPH, '(3 SEG.; <5 UST z CY) Z MARK =Z,_ E 45. U) U1 Uf- TO 20 5F, ry LL N < d Uf-� TO 50 SF- -) or_ _j :+33.11-440 Uj < U) ZLL +31.6 J _35z 0 < U) -330 +30.0 / _35-1 ICAN^_ '!P'4 LrAr��KaV TO 5E U5ED FC11R WIN10OWS WITHIN 4'0F CORNER U5;_= ZONE WFOR ALL OTHER;5, (1��A- � 5-/) ¢/19 Job No: 18-011 Date: 4 MAY 2018 Scale: AS NOTED Drawn By: KGM Revised: Job No: 18-C Date 4 MAY STEPHEN R. COLD AR 0010041 c ZZ Sheet No: A4 Of: EIGHT W ti U) z CY) Z W > 0 U) t - 00 ry LL N < d -) or_ _j z0 Uj < U) ZLL 0 < U) c ZZ Sheet No: A4 Of: EIGHT ti Q t - N > r C 0 M ME a - O o M to U) c ZZ Sheet No: A4 Of: EIGHT 9" PRFrAST c& PRESTRi:SSED U -LINTELS TYPE LENGTH LINTEL NO, GRAVITY 81'8-0B 8F32 -0B 9F16 -0B 8Fa'0-QH BF24-0H BF28-0B 81'32-09 Bll$ 81'8-113 81'12-1 8F16 -1B at 24-iB 8F24-11) 81'28-18 81`02-111 21-10' (34') PRECAST 2308 31664473 8F@ -IT 8F12 -1T 81`16-17 `6039 7526 9004 10478 11936 ` 3165 4473 6039. 7526 9004 10472 11936 3'-6' <42°) PRECAST 230? 3136 3377 4689 6001 7315 8630 9947 3166 4473 6039 7526 9004 10472 11936 4'-0' C46') PRECAST 2029 2385 2496 3467 4438 5410 110412 6384 7358 2646 4473 6039 7526 9004 11936 4'-6' C54') PRECAST 1651 1787', 19k3' 2 3403 4149 4896657 5644 2174 4427... 6239 7526 9004 10472 9668. 5'-4' (64') PRECAST 1184 1883 k3U1 1809 8317 2$26 3336 3846 1665 2889 SQ57 6096 5400 6424 7450 5'-10' (70') PRECAST 972 1000 1 1474 727 2304 2781 3137 .1459 124.4 64 4144 54545 3. 4437 5280 6122 6°-6' {78') PRECAST 937 '1255 2101. 3263 2746 3358 3971 4585 1255 2101 3396 5260 7134 $995 6390 71-6' (9,01) PRECAST 767 1029 1675 2385 1994 2439 2886 3333 1029 6/50 3839 5596 6613 5047 9'-4' (112`) PRECAST Sfi 632 1049 1469 `121Q 1482 1754 2027 768 IMP- 1618 3544 3469 4030 3127 10'-6° {186`) PRECAST 456 482 802 1525 91 5 1128 132$ 15 3 5 658 1 1025 1514 2081 2774 3130 2404 f!'-4' {136') PRECAST 445 598 935 1365 1854 2355 1793' 2075 598 935 1365 1854 2441 3155 4044 18° Q' (1441) PRECAST 414 545 864 1854 1689 8074 1570 1$1$" 555 864' 1254 1693 2211 2832 3590 f3`-4° (1�a0') PRECAST 362 427 726 1028 k331 1635 1224 1418 485 748 1076 1438 1855 2343 8930 14'-0' (1681) PRECAST' 338 381 648 919 1190 1468 1087 1260 455 700 1003 1335 1714 2153 2666 14'-8° {176') -PRESTRESSED N.R. NR NR NR =NR NR IR NR 465 X65 1370 2045 2610 3185 3765 15'-4' {184') PRESTRE3SE11 N Ri_ NR . NR NR PIR NR NR NR 420 695 1850 1855 2370 2890 3410 17`-4' (200') PRESTRESSED N,R, 891 NR NR `P400 �. N.R. < 80 20 310 530 950 € 1400 180-0 2200 1 66 2604 19'-4' (2321) PRESTRESSED N.R, 420 NR F -NR. , : NR NR NR NP, 240 400 750 1990 1400 k720 4 80:10 _ 21'-4' (256') PRESTRESSED N.R. NR NR NR NR NR NR NR 183 830 610 940 1340 1780 2110.' 221--0' (264') PRESTRESSED N.R., NR NR NR ,NR NR-, NR NR 160 300 570_ _:870 1250 1660-(1970 165 239 1 383 :550 736 F 940 1160 84'-0' (280') PRESTRESSED Pi,R. NR NR !� e (-NR NR NR NR 130 240470 720 1030 1350 1610 22'-9' (264') PRESTRESSEDN.R. 140' 180 268 343 418 493 568 8 PRECAST & PRESTRESSED U -LINTELS 8" PRECAST Yt// 2" RECESS DOOR U LINTELS. LINTEL NO, SPAN UPLIFT- LENGTH L01 LATERAL TYPE LENGT 8F@ -IT 8F12 -1T 81`16-17 BF204T BF2471T BFPB-1T 8F32 -1T 808 81'8 BFB -2T 8F12 -2T 8F16 -2T 8F20 -2T BF24,-2T 8F28-2 BF32-2T 2'-10' <34°) PRECAST 2727 2878 41UI 5332 6569 7811 9055 2021 2021 2787 2784 3981 5190 6407 7630 8657 3'-6';(42') PRECAST 2565 2289 326Q 4237 5219 6204 7192 1257 1257 2165 2215 3165 4125 5091 6061 7036 4'-p' (4$') PRECAST 1878 1989 2832 3680 4532 5387 6x45 938 936 1878 1925 2750 3583 4422 5264 -6110 4'-4' (54') PRECAST 1660 1762 2507 3257 4010 4767 5525 727 787 ,1660 1705'_ 24353171 3913 4658 ,5406 5'-4' (64`) PRECAST 1393x 1484 2110 2741 3375 4010 :4648 505 505 1393 1437 2050 2670 3393 3920 4549 V-10' (70') PRECAST 1272n ,1357 1930 2505 3084 3665 4247 416 418 1272 1315 1675 2441 301-0 _3563 '4157 6'-6' (78') PRECAST 1141x 1200 1733 2250 2769 3290 '3812 707 1387 1141 ;1182 1684 "2192 2703 '3216 3732 7'-6' <90`) PRECAST 959:x 912 147$ 1914 2354 2797 3240 5. 595 " 57 990 - H1029 . 1466 =1907 2351 2797 3245. 9'-4` ME-) PRECAST 801x '612 980 1269 1560' 1852 2144- " ; -454, , 630 801- " 755 1198 :1550 2910" 2�c71 2634 10'-fi' C186'), PRECAST I -A 498 793 '1027 726k 1496 1731 396 493' 716 611 1039 '.1389 1711 2034 ?358 (136°) PRECAST ;, 666 439 696 77899 1204 1309 1515 363 556 666 535 905 1295 1595 1896 2198 12'-0` (144') PRECAST 607x 400 631 816 1001 2106 340 494 631 486 8I8 IP -09 1514 179913'-4' (160') PRECAST SQO 340 532 ""6$6 3341 997 302 398 [1372 573 409 682 1004 1;367 1637458X 14'-0' (16$') PRECAST 132511815 316 493 "635 " 778 922 286 '360 548 378 ` 629 922 " 1254 1567243 14'-0` (176') PRESTRESSED 808 295 459. 891 724 857 N.R. 357 243 352; 582 852 1155 1491 15'-4` (1$4`) PRESTRESSED 228 78 420 553` 677 8011 N.R.' 327 '925 228 329: 542 791 1072 138_ 676 17'-4' (208') PRESTRESSED 588" 236 361 "964 .567 670, `<!74 N.R. 255 288 276 449 649 , 874 1121 1389 19'-4' (832') PRESTRESSED ' 165 207, 313 401- 490 578 `°667 N.R. 204 165 239 1 383 :550 736 F 940 1160 21'-4' (256 ,') PRESTRESSED 14 5 "186 278 356 :433 512 1590 N.R. 172 142 212s 336 `477, 1635 B07. J993 22'-9' (264') PRESTRESSEDN.R. 140' 180 268 343 418 493 568 161, 137 2051 322 , 487 , 607 771 :<947 24'- 0' (28$') PRESTRESSED 127 165. 244 -;312-, ' 380 447; (1515 MR;, _ 124 "186r 290 "`408; 538 680 0833 XREDUCE "VALUE I3Y 25'/. FOR GRADE '40 FIELD REBAR 8" PRECAST Yt// 2" RECESS DOOR U LINTELS. EL C -0` A,F,F, BEARING I. r1•.%i*1TRACT{7R TO VERIFY LOC.ATI( OF E�EAIRIWS WALLS 4 ENEAR•IW r OINT6 W/ TRUSv MANLIFACTURIEER FRIOR TO CONSTF-I, TION. 2, CONTRACTOR TO VERIFY ALL T 5E5 ORDERINrx. 3. TFN5S CONf-ANY TO F OVIDE INDi1,eIDU,4L' TRUSS EW4li,lEEr'RiNG- 4. CONTRACTOR TO PROVIDE FLA51•{MS d WALL 4 RO< iF JOINTS R FEY= W3.2 4 J LINTEL 5PAN CHART LINTEL NO, SPAN GRAVITY LENGTH L01 41-0 TYKE': LEND 8RU6 8RF6-OA 8RF10-015RF14-0B BRF18-03 BRF22-0B BRF26-09 BRF30-0B BRF6-1B BRF10-1B QR -t4 -1B BRF1B-1B BRF22-18 BRF26-!B 8RF30-LH , 4'-4' (52') PRECAST 1489 1591 3053 2982 3954 4929 5904 6880 31-211 1827 3412 4982:, 6472 7947 9416. -10878 4'-6' (54') PRECAST 1357 1449 2782 .2714 3.700 441'57 5375 6264 < `s Wilmi,_J 1702 3412 -.:4982.- 6472 7947 9416 10878 V-$' (68') PRECAST 785 832 1602 -.1550 2056 1 25-06 1 3475 3585 , „1'`� teal a lac 6 - Irl is .get or vat d F t .All I _ to m axcae+d 1-l36?! ton, :. - - ,. ,. 1 , :. ` excerpt Iintato rI 4 ars. loelgor alth a m nirol ne 4 of & mat or wcc t LAW, a �, (a,' f1� addast F' ar tea Socatsd,at'ths� " of trra Itraief ..aJ�t Z cm't Id 5� tom.... 1153 2162 ::4074 6472 .6516 1 5814 6339 5'-10' <70°) PRECAST 735 779 1500 L449 1924 2400 2876 3352 for written consent from Inc:; is'a violation of 1103 2051 -3811 6472 6515. 5450 .:6411 6'-8' (80`). PRECAST' 022 907 1677 29331. 2575 3223 3872 4522 - 907 1677 2933 4100 6730 - 8177 6707 7'-6` C90'> PRECAST 66$ 761 1377 '2252> 1958 2451 2944 3435 8 764 1377..2329 - 3609 5492 6624 5132 9'-$' {116') PRECAST - 375 420 834 1253 .1071 1342 1614. 1886 535 92814W 2179 2518. 3595."" 2875 8" PRECAST W/ 2" RECESS DOOR U -LINTELS UPLIFT LATERAL - P"BKF6.-.T LEN r HkF10-1 BRF14-1 BRF38...1 22- 26,�6 BRF6:2 10=Z RFli - RF18-2 RFa3-2 26-2 1'1'30-2T $RU6 $RF6T , " S 4 r4 452,'): PRECAST Fe -47" 1673 2413 -3260 - 4112 4967 c. 5625 932 932 40N .1244. 1519 2339 :-3170 4009 4850 - 5696 4'-6' (54h PRECAST 1132'' 1507 2311 r3±2± 3937 47555577 853 _ 833 a 3837 4643, 5453 455 2_40 303 119$ i 1 6 31- , -$ (66) PRECAST :.924-: 1172 1795 :.2423 -- 3050 3689. 4325 501- 501 ,424', :1132 1741' ,2357 2978 3603. x4230 Y-10' (70') PRECASTgb 8Y6 x. 1138 1742 - 0 23 2. 968 358 1. 4198 6 469' '469 1099 1690 $263 2891 3497 ' 9106 6-6, 48(y) PRECAST 778 882 1513 '2042 2573 3107 '3642 f330, '1100 776 95b 1468 ,19874 2509 30;35 3063 7`-6' C90) PRECAST 608 69 7 132511815 2_8 0 2 S 7 3'g3157 710 -941 688 849 1302 1762 2'25 2690 $ (1f6) PREGA T 433 808 -'1123-: ° 1.13 1704,., 5% 614S _9 533` 527 1009 1309;'1728 2066`' EL C -0` A,F,F, BEARING I. r1•.%i*1TRACT{7R TO VERIFY LOC.ATI( OF E�EAIRIWS WALLS 4 ENEAR•IW r OINT6 W/ TRUSv MANLIFACTURIEER FRIOR TO CONSTF-I, TION. 2, CONTRACTOR TO VERIFY ALL T 5E5 ORDERINrx. 3. TFN5S CONf-ANY TO F OVIDE INDi1,eIDU,4L' TRUSS EW4li,lEEr'RiNG- 4. CONTRACTOR TO PROVIDE FLA51•{MS d WALL 4 RO< iF JOINTS R FEY= W3.2 4 J LINTEL 5PAN CHART LINTEL NO, SPAN TYPE LENGTH L01 41-0 81=16-05/1T 51-411 L02 61-411 8RF14-IB/IT 11611 L03 161-011 SF20-113/1T 111-411 L04 31-211 8F16 -05/1T 41-011 - --- -- - -- TOP OF BLOCK HEIGHT6 , I -AREA OF ENTILATr� aP/, �'2 fiat 6P 1/�." OFtl (2 tit3 ) Fa 3fa ar, 115 REBAR AT TOP V=- 1053 = 343 TO BA -5 5F. . ORIICE fEa4fisS:c 3x#3'1(2 L3T 5�-. f1-titiJ - -a' VENTS 01,ET AREA 3` €` iN- AW EAV- CiR GOF %ICEJ - 4 V=-NT(9) (ac- 5LA: Qo al€. :r 'r ITfLxsiiCM /?D1- fWqoap "moi ue4o- SIZET14# L�rA'4 t i X(fit tPL1 f 1Csf, (#T CUT6I g f? 138` 35' ' fi x 3° Via" ii.5'1 '{ _P s* ,; ! 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Ca `;- - i ato ma•• oYtdod c itrf I £ in I a i pf rrr riOto atAborbt< ss!'.4- a , kt p Ac a concr a 4?s! pr n cGmpos 1n. ,3 3 5 I PROVIDED: IN LINTEL AREDUCE VALUE BY 15% FOR GRADE 40 FIELD -R-DAR Y -- --- - =- 8' NUNINAL WIDTH COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without pi copyright laws. Job No: 18-011 Date: 4 MAY 2018 Scale: AS NOTED Drawn By: KGM Revised: STEPHEN R. COLD AR 0010041 LU i` I F.^ L-OAD BLE 6 NOTES I al ie* kra4 1 on 0;nIm' it rraar!�.y 4 f'c Precast (Intel* ° 3 ol. LLI Exception. 6afa to da`far urtfililintals m of o® reducisd:: 2. f'c.: troo4od ilrttslb ,Y, 61rm p6l. Qo 26% if baarir ! th to less tt-,an 6-1/I', ,g Safe loads for all raccsbbad Itntea[s,bas�i on 23 nominal 3 f'c raut • zom pst W naxhxen 37S' aggregate. unt 'CCi'A!) zx A31M C� w! nntr=.n esslYm gtr h a. 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COLD AR 0010041 M t_ i t• testi ft Sheet No: A 5 Of: EIGHT LU i` D CV Z co LLI LU Zo Qo Z LLI U) Qr 00 G- (0 C]r LL OW Qp oz U� J Qo 'i M U)z O 0 Q U) M t_ i t• testi ft Sheet No: A 5 Of: EIGHT O M ■ r �L 'i M Q O C1 r L -L- LL Q Ln� L N OM M r � W U M t_ i t• testi ft Sheet No: A 5 Of: EIGHT TOR TO FRS T5 FOR IW 'OR TO FIE! rr-4rzIR MITG YIPa, ELF -G; °2IOAL FOR wSXAFEATURE 4 �:; . rcNT,5 PER, QT R ' }vipl„ Ek TRICA�I 3ATI 4"" 3Y3i 1S., ' YERIf-Y FI � OD, d 1'=ArH- S" R CUOTC ELECTRICAL PLAN 1/4" - P-0" COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal copyright laws. ELECTRICAL LEGEND ELECTRICAL COUNT 'eLIPG ft/ALL ceiling fan globe 4 } AMP can light 61nch 19 > chandelier 1 U MAINi' 3 LL QLU p dE 'A` 1 wZ Q wall mount savoy 1 T cable tv outlet 4 ry ceiling receptacle duplex 1 M chime 1 doorbell pushbutton 1 Q fan 50 CFM 2 50 CFM outlet 35 �r QrLL� outlet 220v PER AL aT0 outlet gfi t�i31 E F*i-L smoke detector 1 , a4 AL t: ?f o TOR TO FRS T5 FOR IW 'OR TO FIE! rr-4rzIR MITG YIPa, ELF -G; °2IOAL FOR wSXAFEATURE 4 �:; . rcNT,5 PER, QT R ' }vipl„ Ek TRICA�I 3ATI 4"" 3Y3i 1S., ' YERIf-Y FI � OD, d 1'=ArH- S" R CUOTC ELECTRICAL PLAN 1/4" - P-0" COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal copyright laws. ELECTRICAL LEGEND ELECTRICAL COUNT SYMBOL ceiling fan globe 4 z can light 61nch 19 O chandelier 1 U fluorescent light 2 x 4 3 LL QLU p exterior light 1 wZ Q wall mount savoy 1 T cable tv outlet 4 ry ceiling receptacle duplex 1 M chime 1 doorbell pushbutton 1 Q fan 50 CFM 2 50 CFM outlet 35 �r QrLL� outlet 220v 2 outlet gfi 4 smoke detector 5 o split receptacle 3 y{ switch 5 � switch 3 way 2 3 switch double 2 switch quad 1 switch triple 5 $$$ vanity bar light 2 O O=DO.DO O SNC 0,0 O 0 c�2 o n o D G SNC oDG Job No: 18-011 Date: 4 MAY 2018 Scale: AS NOTED Drawn By: KGM Revised: STEPHEN R. COLD AR 0010041 Sheet No: Of: EIGHT T— LLJ ~ � N 2 Z M z LU Q QD Qo 00 U JJ L Q LL QLU p r'■ � wZ Q z0 < I w Z oQ V) Sheet No: Of: EIGHT Iti M r'■ � w .�- �L M Q CD '�■ r 111 n M^ o M � M r � N to U Sheet No: Of: EIGHT GI G2G 35' SIDE E r LU ~ Z Z Q 2' > O 2' Q 2' Z (Y LL 2' U� L.L ■ 2' LL 2' 83 ) c 2' IL.1 2' 2' LL 1 M 2' (L 2' Q LO 10"S O 2' M M 2' r 6 2' 62 2' 2' 2' 2' 2' S 1 (Y 2' 2' p Q 21 2' I G3 2' 52 GE 2' 2' BIDE 12' 3S' S1B A1GE M COPYRIGHT 2018 By ODG Inc, Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal copyright laws. SHINGLE LOADING 139 m.p.h. WIND 12 EXPOSURE C 5 V— —t6-3/16" HEEL J r_j Q 3.68 16" 12 PLUMB CUT ' I TOPICAL TRUSS END ALL BEAMS BY OTHERS UNLESS NOTED ON LAYOUT. ALL ROOF TRUSS HANGERS ARE SIMPSON HU526 OR HGU826-2 AND ALL FLOOR HANGERS ARE THA422 UNLESS NOTED OTHERWISE. BEARING HEIGHTS I HANGER TAKEOFF - S' -O" HEIGHT ® - II'4' HEIG=HT NOTE IT 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA I-1995 "DESIGN RESPONSIBILITIES". ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. WARNING CONVENTIONAL FRAMING, ERECTION AND/OR PERMANENT BRACING 15 NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, OR TRUSS MANUFACTURER, PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION: AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS. SEE "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING < BRACING OF METAL PLATE CONNECTED WOOD TRUSSES RECOMMENDATIONS" (SCSI 2006) FOR FURTHER INFORMATION. TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB POSITION, WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP AND/OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY. ATTENTION APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN VERIFY SPANS, PITCHES, OVERHANGS, HEELS AND BEARING CONDITIONS, ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY. TRUSSES WILL BE BUILT PER THIS LAYOUT. ROOFFLOOR TRUSSES TRUSSES "ACCU-SPAN TRUSS C(" . 401-321-1440 / 386-872-5098 / 352-851-4901 LONGWOOD / ORMOND BEACH / MASCOTTE CUSTOMER PNT PROPERTIES JOB NAME 1" IELLONV ILLE u-2 LOT/5LK/5UBDI V 402 SAN CARLOS SCALE DATE DRAWN BY JOB NUMBER 4-10-1a MIKE T. 120115 Job No: 18-011 Date: 4 MAY 2018 Scale: AS NOTED Drawn By: KGM Revised: STEPHEN R. COLD AR 0010041 r'o E i w� CM IN M Sheet No: Al Of: EIGHT r LU ~ Z Z Q Z cY) ED > O a- Q 0 0 Z (Y LL M U� L.L ■ Z O LL `L ) c '< V ) r'o E i w� CM IN M Sheet No: Al Of: EIGHT M ■ C1) IL.1 O L /� LL 1 M (L Q LO L O M M M r 6 Ch U r'o E i w� CM IN M Sheet No: Al Of: EIGHT GENERAL CONSTRUCTION CRITERIA 1 REINFORCING STEEL I. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED IN ACCORDANCE WITH ASTM A 615,A 161, A 611, OR A 106. II FOOTINGS AND FOUNDATION: I. FOOTINGS SHALL BE LEVEL OR STEPPED SO THAT BOTH TOP AND BOTTOM OF SUCH FOOTINGS ARE LEVEL. THE TOP OF ALL FOOTINGS, EXCEPT MONOLITHIC SLAB -ON -GRADE INTERIOR FOOTINGS, SHALL BE A MIN. OF 8 INCHES BELOW FINISHED GRADE LINE. 2, THE OUTER BAR OF FOUNDATION STEEL SHALL BE CONTINUOUS AROUND CORNERS USING CORNER BARS OR BY BENDING THE BAR. IN BOTH GASES THE MINIMUM BAR LAP SHALL BE 25 INCHES. 3. A 501L OR WASTE PIPE OR A BUILDING DRAIN PASSING UNDER A FOOTING OR THROUGH A FOUNDATION WALL SHALL BE PROVIDED WITH A RELIEVING ARCH OR OTHER APPROVED METHOD. 4, FOOTING DOWEL BARS SHALL BE PROVIDED FOR ALL REQUIRED VERTICAL WALL REINFORCEMENT LOCATIONS. 5. FOOTING DOWEL BARS AT EACH LOCATION SHALL BE SAME SIZE AND QUANTITY AS THE VERTICAL WALL REINFORCEMENT ABOVE. 6. ALL FOOTING DOWEL BARS SHALL HAVE A STANDARD eO DEGREE HOOK AND SHALL BE EMBEDDED 5 INCHES INTO 8 INCH FOOTINGS, AND A MINIMUM OF 6 INCHES INTO ALL OTHER FOOTINGS. DOWEL BARS SHALL LAP VERTICAL WALL REINFORCEMENT A MINIMUM OF 25 INCHES. 1. IF 57EMWALL EXCEEDS 32", FILL ALL DELLS WITH GROUT AND APPLY (U •5 VERTICAL a 4' O.O. MAX. 8. IF STEMWALL EXCEEDS 48", FILL ALL CELLS WITH GROUT AND APPLY (U "5 VERTICAL 6 4' O.G. MAX AND (1) "5 HORIZONTAL 6 24" O.G. IN U -BLOCK III CONCRETE: I. STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF AGI 301 AND SHALL CONTAIN A MIN. COMPRESSIVE STRENGTH IN 28 DAYS OF 2500 P.5.1. UNLE55 NOTED OTHERWISE, 2, USE 4" 2500 P.S.1. CONC. SLAB w/ 6x6 " 10/10 W.W.M. REINF. OVER . 006 VAPOR BARRIER OR FIBERMESH CONC, OVER TERMITE TREATED AND WELL COMPACTED CLEAN FILL. IV MASONRY: I. MASONRY UNITS SHALL BE HOLLOW OR SOLID CONCRETE UNITS IN ACCORDANCE WITH ASTM C 90 OR C 145, AND SHALL HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 P.S.I. 2. MORTAR SHALL BE EITHER TYPE M OR S IN ACCORDANCE WITH ASTM C 210. 3. ALL MASONRY WALLS SHALL BE RUNNING BOND OR STACK BOND CONSTRUCTION WHEN MASONRY UNITS ARE LAID IN STACK BOND, 9 GAGE MINIMUM HORIZONTAL JOINT REINFORCEMENT, IN ADDITION TO REQUIRED VERTICAL REINFORCEMENT, SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN 16" O.C. V CLEANOUT OPENINGS: I. CLEANOUT OPENINGS SHALL BE PROVIDED FOR CELLS CONTAINING SPLICED REINFORCEMENT WHEN THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT. 2, WHERE CLEANOUT OPENINGS ARE REQUIRED. AN OPENING SHALL BE PROVIDED IN THE BOTTOM COURSE OF THE MASONRY CELL TO BE FILLED, 3. CLEANOUT OPENINGS SHALL HAVE A MINIMUM AREA OF 12 SQUARE INCHES AND A MINIMUM OPENING DIMENSION OF 3 INCHES. VI GROUTING I. GROUT SHALL HAVE A MAXIMUM COARSE AGGREGATE SIZE OF 3/8 INCH PLACED AT AN 8" TO 10" SLUMP AND HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2,500 P.S.I. AT 28 DAYS WHEN TESTED IN ACCORDANCE WITH ASTM C 1019, OR SHALL BE IN ACCORDANCE WITH ASTM C 416. 2. MASONRY PROTRUSIONS EXTENDING 1/2 INCH OR MORE INTO CELLS OR CAVITIES TO BE GROUTED SHALL BE REMOVED FOR GROUT POURS OVER 5 FEET, 3. SPACES TO BE GROUTED SHALL BE FREE OF MORTAR DROPPINGS, DEBRIS, LOOSE AGGREGATES, AND ANY MATERIAL DELETERIOUS TO MASONRY GROUT, VII ANCHOR BOLTS: I. ANCHOR BOLTS ARE REQUIRED AT ALL INTERIOR AND EXTERIOR LOAD ERG. WALLS. 2, ALL ANCHOR BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 6" IN CONCRETE WITH 2" MINIMUM HOOK, UNLESS OTHERWISE INDICATED, ALL ANCHOR BOLTS FOR SILL PLATES, NAILERS ETC„ SHALL BE INSTALLED WITH PLATE WASHERS 2"x2"A/8", OR 2" DIA, XI/8" THICK ROUND WASHERS, BOLTS SHALL BE ASTM A301, WASHERS SHALL BE ASTM A36, HOLES IN WOOD PLATES AND WASHERS SHALL BE 9/16" FOR 1/2" BOLTS. 3- INSTALL ANCHOR BOLTS A MINIMUM OF 21" O.G. , AND WITHIN 12 INCHES FROM THE END OF ANY PLATE, AND WITHIN 6 INCHES EACH 511DE OF PLATE SPLICES. 4. ANCHOR BOLTS IMPROPERLY ALIGNED OR OMITTED SHOULD BE REPLACED W/ 5/8"x 6" RED HEADS VIII FRAMING I. ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED PER ATTIC AND TPI AND NATIONAL DESIGN STANDARDS FOR WOOD CONSTRUCTION, 2, ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE, OR SOIL SHALL BE PRESSURE -TREATED, 3. SOLID BLOCK ALL JOISTS AND RAFTERS AT POINTS OF SUPPORT. 4, PROVIDE BRACING IN THE FIRST TWO FRAMING SPACES AT EACH END OF FLOOR SYSTEM, SPACED 4 FEET ON CENTER MAXIMUM. BRACING MEMBERS SHALL BE FULL DEPTH OF JOIST OR TRUSS. 5, WHEN A GABLE ENDWALL EXTENDS FROM THE FLOOR TO THE ROOF SHEATHING AND IS NOT SUPPORTED BY A CEILING DIAPHRAGM, ENDWALL ROOF BRACING SHALL BE PROVIDED PERPENDICULAR TO THE RAFTERS OR TRUSSES IN THE FIRST TWO RAFTERS OR TRUSS SPACES AT EACH END AND SHALL BE SPACED AT Oft. MAXIMUM ON CENTER, BRACING MEMBERS SHALL BE FULL DEPTH OF RAFTERS OR TRUSS TOP CHORDS, IX ROOF TRUSSES: I. TRUSS SPACING 24" O.C. UNLESS NOTED OTHERWISE. 2, REFER TO TRUSS ENGINEERING FOR BRACING OF TRUSS IN ADDITION TO HIB -91 SUMMARY SHEET RECOMMENDATIONS FOR HANDLING INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 3. FOLLOW MANUFACTURE INSTALLATION RECOMMENDATIONS FOR HANGER CONNECTIONS IF HANGERS ARE REQUIRED. 4. SEE PIGGYBACK DETAIL SHEET FOR PIGGYBACK ATTACHMENT IF PIGGYBACKS ARE REQUIRED, 5, IT IS THE BUILDING CONTRACTORS RESPONSIBILITY TO INSURE TRUSSES ARE INSTALLED CORRECTLY. 6, ALL TRUSSES SHOULD BE ERECTED PLUMB. 1. DO NOT CUT OR DRILL TRUSSES, 8. TRU58 MANUFACTURER TO PROVIDE ALL GABLE END TRUSSES WITH INTERMEDIATE STUD MEMBERS I6" O.G. 9. PREFABRICATED STRUCTURAL WOOD ROOF TRUSSES SHALL COMPLY WITH NFPA NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, TPI DESIGN 5PECIFICATION5 FOR METAL PLATE CONNECTED WOOD TRUSSES, AND ATTIC 100. ALL TRUSSES TO BE DESIGNED AND CERTIFIED BY THE TRUSS MANUFACTURERS REGISTERED ENGINEER. 10, AT VOLUME CEILING CONDITIONS, ALIGN TRUSSES TO PROVIDE A SMOOTH AND UNBROKEN INTERIOR WALL SURFACE FROM FLOOR TO CEILING, 11. BRACE TRUSSES DURING ERECTION AND AFTER PERMANENT INSTALLATION PER TRUSS ENGINEERS SPECIFICATIONS. 12. PROVIDE ADEQUATE BRACING AND BRIDGING TO TRUSSES TO RESIST WIND AND OTHER LATERAL FORCES, 13, CONTRACTOR TO VERIFY ALL SPANS AND FLOOR TRUSSES PRIOR TO ORDERING X FLOOR SHEATHING: I. FLOOR SHEATHING SHALL BE 3/4 INGHES TEG OR EXPOSURE 1, C -D SHEATHING GRADE PLYWOOD, OR BETTER 2. INSTALL FLOOR SHEATHING WITH LONG DIMENSIONS PERPENDICULAR TO FRAMING AND STAGGER ALL END JOINTS 1/2 PANEL LENGTH IN ALL ALTERNATE ROWS, 3. INSTALL 2x WOOD BLOCKING AT ALL PANEL JOINTS INSTALL NAILS FOR ALL FLOOR NAILING EDGE CONDITIONS. 4. FLOOR SHEATHING NAILING USE 86 NAILS AT 4 INCHES O.C. AT ALL EDGE CONDITIONS AND 8" O.G. IN THE FIELD (GLUE t NAIL). 5, FOR NAIL GUN USE REPLACE 8d NAILS WITH SENGO 2-1/4" X .131 t •PASELODE 2-1/4" X .099 PNEUMATIC NAILS MAY BE USED IN LIEU OF 8d COMMON NAILS. NAILED a 4" O.G. EDGES t a 6" O.G. FIELD, XI WALL SHEATHING: I. WALL SHEATHING SHALL BE 15/32" EXPOSURE I, C -D SHEATHING GRADE PLYWOOD, WOOD, V2" 2 -M -W OR 2-M-3 OSS, OR BETTER. 2. INSTALL WALL SHEATHING WITH LONG DIMENSIONS PERPENDICULAR TO FRAMING, AND STAGGER ALL END JOINTS 1/2" PANEL LENGTH IN ALTERNATE ROWS. 3. INSTALL 2x WOOD BLOCKING AT ALL PANEL JOINTS INSTALL NAILS FOR ALL WALL SHEATHING NAILING EDGE CONDITIONS, 4. WALL SHEATHING NAILING USE ad CORROSION RESISTANT NAILS AT 4 INCHES O.G. AT ALL EDGE CONDITIONS AND 12 INCHES O.C. IN THE FIELD. 5, FOR NAIL GUN USE REPLACE 5d NAILS WITH SENCO 2-1/4" X .1314 PASELODE 2-1/4" X .099 PNEUMATIC NAILS MAY BE USED IN LIEU OF Sd COMMON NAILS. NAILED e 4" O.C. EDGES t e 6" O.C. FIELD, 6. GYPSUM (FIELD) USE 5d COOLER OR GW554 NAILS m IO.O.C. (EDGE) USE 5d COOLER OR G1WB54 NAILS m T O.C. XII ROOF SHEATHING: L ROOF SHEATHING SHALL BE 15/32" EXPOSURE I, C -D SHEATHING GRADE PLYWOOD, 1/2" 2 -M -W OR 2-M-3 058, OR BETTER. 2, INSTALL ROOF SHEATHING WITH LONG DIMENSIONS PERPENDICULAR TO FRAMING, AND STAGGER ALL END JOINTS 1/2 PANEL LENGTH IN ALTERNATE ROWS. 3. FASTEN ROOF SHEATHING TO ROOF FRAMING AS FOLLOWS. ROOF NAIL PATTERN: GA3L- ,'N, (U ZONE I - USE 8d RING SHANK NAILS WITH ' A .113" SHANK DIA., 1'o TO 20 RINGS PER INCH, MIN, 0.28" PULL HEAD 4 MIN. 2" IN LENGTH - 6" O.O. PERIMETER t 12" O.C. IN FIELD (2) ZONE 2 - USE 8d RING SHANK NAILS WITH A .113" SHANK DIA., 16 TO 20 RINGS PER INCH, MIN. 0.28" FULL HEAD t MIN. 2" IN LENGTH 6 4" O.C. PERIMETER 6 6" O.C. IN FIELD (3) ZONE 3 -USE 8d RING SHANK NAILS WITH A .113" SHANK DIA., 16 TO 20 RINGS PER INCH, MIN. 0.28" FULL HEAD t MIN. 2" IN LENGTH 6 4" O.G. PERIMETER t 6" O.G. IN F; -7-1 4. FOR NAIL GUN USE REPLACE 8d NAILS WITH 5ENC0 2-1/4" X .131 t PASELODE 2-1/4" X .099 PNEUMATIC NAILS MAY BE USED IN LIEU OF 86 COMMON NAILS, NAILED m 4" O.G. EDGES 1 ®6" O.C. FIELD. XIII DOORS 4 WINDOWS 1. ALL DOOR AND WINDOW OPENINGS SHALL BE INSTALLED PER MANUFACTURES SPECIFICATIONS. 2, ALL EXTERIOR DOORS AND WINDOWS TO COMPLY WITH FEC WIND LOAD REQUIREMENTS. XIV GENERAL CONSTRUCTION NOTES: I. THIS STRUCTURE TO BE BUILT IN STRICT COMPLIANCE WITH ALL GOVERNING MUNICIPAL CODES (CITY, COUNTY, STATE AND FEDERAL) 2. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS UNKNOWN BY THE DESIGNER AT THE TIME OF PLAN PREPARATION. (FOUNDATION PLAN BASED ON 1500 eq. ft. DE51GN LOAD) 3. CALCULATED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS 4. CONTRACTOR TO VERIFY ALL BEARING LOCATIONS, ALL MEASUREMENTS, ALL AREA TABULATIONS, AND ALL MATERIALS SPECIFIED WITHIN THESE DOCUMENTS PRIOR TO CONSTRUCTION. 5. STRUCTURAL AND FRAMING MEMBERS INCLUDING MICRO LAMS, GLUE LAMS, STEEL I BEAMS, PLATES, POSTS, FLOOR AND ROOF TRUSSES AND WOOD I BEAMS, BUCKETS AND BRACKETS AND BOLTS, ARE BASED ONLY ON AVAILABLE CATALOG INFORMATION AND ARE TO BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 6, ALL STRUCTURAL CONCRETE WORK INCLUDING (RETAINING WALLS, PAD FOOTINGS, CONTINUOUS FOOTINGS, STEM WALLS, INTERIOR AND EXTERIOR BEARING POINTS, AND CONCRETE LINTELS) ARE TO BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 1. ALL WIND LOAD CALCULATIONS AND DESIGN CRITERIA ARE BASED ON AN "ENOL OSED" 5TRUCTURE, ANY BREACH OR PENETRATION OF OPENINGS, SUCH AS WINDOWS, DOORS, GARAGE DOOR5, ETC. DURING STORM EVENT WILL COMPROMISE STRUCTURAL INTEGRITY. 1 -5 VERT BAR IN POURED CELL IF SHOW ON FLOOR PLAN rre.asrwme.�/ 11111111:�111111111111� �Z�1 •- •••- 111111111111111111111 -+� FINISH PER ELEVATION PROVIDE 1/2" ANCHOR BOLTS OR 5/3" x 1" SLEEVE ANCHORS IN 2" x 6" PT GARAGE DOOR BUCKS - 24" O.G. (MIN. 3) - FINISH PER ELEVATION GARAGE DOOR tTRACK -M=Lz - -5 == IIIIIIIII�111111111111� ,� :,- - r I" x P.T. WINDOW BUCK W/ x 2 \ 1 •5 VERT BAR IN TAPCONS m 10" O.C. POURED CELL IF SHOWN OR 0.091" x 1.15" T -NAILS o 6" O.C. ON FLOOR PLAN ­ 11 I1111111111�111111111111�■ FINISH PER ELEVATION N.T.S. N.T.S. WOOD STOOL WINDOW AS PER ELEVATION GONG. SILL N.T.S. NOTE: ALL LAPS MIN. 25" DOWEL LAPPED W/ WALL REINFORCEMENT GROUTED CEL `- "5 CORNER BAR CORNER CONTINUITY OF 5OND BEAM 4 WALL REINFORCEMENT N.T.S. NOTE: GL -AN DEBRIS BEFC ANY SEALAN LIQUID APPLI MEMBRANE° LIQUID APPLI MEMBRANE CONTINUOUS FLASHING. FU WOOD SUBST ADJACENT B. PRE -CAST SII TYF`, CMU FLASHING DETAIL NTS MINIMUM WALL i HEADER STUD REQUIREMENTS LIMITING HEIGHTS MINIMUM R-19 3 1/8" TEXTURED FINISH 9' 12' 15' INSULATION SPRUCE PINE FIR I5" FELT NUMBER OF HEADER STUDS SUPPORTING END OF HEADER INTERIOR GYP. ERD. W/ PERMEABLE 1 BOND BREAK 2 2 2 OR SEMI- PERMEABLE FINISH UNSUPPORTED STUD NUMBER OF FULL LENGTH STUDS WALL HEIGHT SPACING AT EACH END OF HEADER 12'-0" 121N. SEE LATH W/ PAPER BACKING 3 3 3 3 IO' OR LESS ELEV, MEMBRANE BRIDGE71 2 3 3 3 3 2X8 FLASHING I 2 2 2 2 2 121N. 2 2 3 4 SEE FLASHING /CONTROL JOINT GREATER THAN IO' 16 IN, 2 1 ELEV. 3 4 •, WOOD FURRING STRIP (IX4 OR 1X2) 241N. 5/8" TEXTURE FINISH OVER 2 2 2 3 CMU BLOCK INTERIOR GYP, BIRD, W/ PERMEABLE OR SEMI- PERMEABLE FINISH CONC. BLOCK WALL • r , PERMEABLE OR SEMI PERMEABLE INSULATION MASONARY DRAINAGE ASSEMEBLY SCALE: 3/4" I'-0" 1 -5 VERT BAR IN POURED CELL IF SHOW ON FLOOR PLAN rre.asrwme.�/ 11111111:�111111111111� �Z�1 •- •••- 111111111111111111111 -+� FINISH PER ELEVATION PROVIDE 1/2" ANCHOR BOLTS OR 5/3" x 1" SLEEVE ANCHORS IN 2" x 6" PT GARAGE DOOR BUCKS - 24" O.G. (MIN. 3) - FINISH PER ELEVATION GARAGE DOOR tTRACK -M=Lz - -5 == IIIIIIIII�111111111111� ,� :,- - r I" x P.T. WINDOW BUCK W/ x 2 \ 1 •5 VERT BAR IN TAPCONS m 10" O.C. POURED CELL IF SHOWN OR 0.091" x 1.15" T -NAILS o 6" O.C. ON FLOOR PLAN ­ 11 I1111111111�111111111111�■ FINISH PER ELEVATION N.T.S. N.T.S. WOOD STOOL WINDOW AS PER ELEVATION GONG. SILL N.T.S. NOTE: ALL LAPS MIN. 25" DOWEL LAPPED W/ WALL REINFORCEMENT GROUTED CEL `- "5 CORNER BAR CORNER CONTINUITY OF 5OND BEAM 4 WALL REINFORCEMENT N.T.S. NOTE: GL -AN DEBRIS BEFC ANY SEALAN LIQUID APPLI MEMBRANE° LIQUID APPLI MEMBRANE CONTINUOUS FLASHING. FU WOOD SUBST ADJACENT B. PRE -CAST SII TYF`, CMU FLASHING DETAIL NTS MINIMUM WALL i HEADER STUD REQUIREMENTS LIMITING HEIGHTS MAXIMUM HEADER SPAN (FT.) 3 6' 9' 12' 15' 18' SPRUCE PINE FIR 16" NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 1 2 2 2 2 16" UNSUPPORTED STUD NUMBER OF FULL LENGTH STUDS WALL HEIGHT SPACING AT EACH END OF HEADER 12'-0" 121N. 2 2 3 3 3 3 IO' OR LESS 16 IN. 2 2 3 3 3 3 2X8 241N. I 2 2 2 2 2 121N. 2 2 3 4 5 5 GREATER THAN IO' 16 IN, 2 2 3 3 4 4 241N. 1 2 2 2 3 3 • THE HEADER STUD SHALL NOT BE REQUIRED IF THE HEADER IS SUPPORTED BY A SUITABLE FRAMING ANCHOR. 3" MINSTANDARD MBED LIMITING HEIGHTS OF STUDS SIZE 02 GRADE O.C. SPACING BLOCKING " OF ROWS Max. HT, 2X4 SPRUCE PINE FIR 16" NONE 2X4 SPRUCE P INE FIR 16" ONE 5ft. UNLESS 2X4 SPRUCE P INE FIR 16" TWO 12'-0" 2X6 SPRUCE P INE FIR 16" ONE 12'-0" 2X6 SPRUCE P INE FIR I6" TWO 14'-0" 2X6 SPRUCE P INE FIR 12" THREE 15) GROUTED CELL 2X8 SPRUCE P INE FIR 16" THREE 2X8 SPRUCE P INE FIR 12" THREE 20'-0" 3" MINSTANDARD MBED HOOK 11/2" ENT 1-5-\ MIN. COVE VERT. REINF. N LU Z IN GROUTED Q 0 IL DELL ( CLEANOUT REQ'D FOR E LU �iROUT LIFT LU 5ft. UNLESS w FOOTING DWL. IS NOT REQ'D. M25" MIN OVER LAP ABOVE SLAB O EMBEDMENT PER R606.9.4 � STANDARD FOOTINGHOOK REINFORCING W/ 3" MIN, COVER ELEVATION 15) GROUTED CELL L N.T.S. COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODD, Inc., is a violation of Federal copyright laws. A \FLASHING SEQUENCE B Gelydoe Ir°:a C G SEQUENCE YA_: ai pen •ri�� a, raa.,lr» )HIND SEQUENCE Flex j onweral cuts F!aentn ether Reala!ent barrier openrrg Inetalle ulndo / Feather reelatan�e beat., Flex Fla°hln ilex Flaohing opvo :al / Motel pan es equlred � FLASHING SEQUENCE j Flex �al "t, Flaehlr onea. ther uR�Be:etMt rner ea'etanca mar ter Flax Flaehtng a egwred �)L,45HING SEQUENCE 12 on ­ther Ree(e'.en! oartler ealetanca bareer ether "..latent a ler alotance barrier Flex Flaehing Flex Flaahlrg 'n eaeoral tura anther Rea:e! nt barrier >:atance oerrlar Flax Fleehlrg flex Flaehing F FLASHING SEQUENCE 1/4' • r4" NOTES: I. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE). re I.i ce bB r 2. INSTALL FLASHING IN ORDER A$ SHOWN BY NUMBERS. Ire, exterdtrg 3. INSTALL FLASHING t WEATHER RESISTIVE te. 2" vertical 1g BARRIER TO FORM WATER SHEDDING LAPS. nded. required vd ae req'd al"`to" v 1/8" (MIN.) TEXTURED FINISH GALVANIZED PAPERBACKED :hmg beycna METAL LATH WEATHER -RESISTIVE BARRIER(S). INSTALL OVER MTL. FLASHING WOOD STRUCTURAL PANEL METAL FLASHING (OVER NAILING FIN WHERE APPLICABLE) on top SEALANT METAL FLASHING (UNDER SILL WHERE APPLICABLE) TYP, WOOD FRAMED WINDOW FLASHING W1 TEXT. FINISH N <J A. r Job No: 18-011 Date: 4 MAY 2018 Scale: AS NOTED Drawn By: KGM Revised: STEPHEN R. COLD AR 0010041 = C Sheet No: AS Of: EIGHT r W N LU Z O J Q 0 ( U) li 00 E LU LU Qo U w z0 LL. c O ''Q^^ vJ = C Sheet No: AS Of: EIGHT N r'■ v 1 M O r a � o 1 Q L MM U) V = C Sheet No: AS Of: EIGHT NEW ONE STORY CMU 51NGLE FAMILY RESIDENCE, OCCUPANCY: IIR311 CONSTRUCTION TYPE: II\/ 511 pE81CzN CODES: \ - FLORIDA BUILDING CODE 51X7H EDITION (2011) - FLORIDA RESIDENTIAL BUILDING CODE SIXTH EDITION (2 17) - FLORIDA PLUMBING CODE SIXTH EDITION (2011) - FLORIDA MECHANICAL CODE 51X7H EDITION (2011) - 2014 NATIONAL ELECTRIC CODE (NEC) STRUCTURAL LIVE LOADS: CHAPTER 16, F.15.C. 2011: PER F.S.C. 2011, CHAPTER 16 Q o i ' AND WALK Ln FLOORS 40 PSF BASIC WIND SPEED 139 BALCONIES 40 PSF (3 SECOND GUST) DECKS 40 P5F DRAIN v I N STAIRS 40 PSF_ WIND IMPORTANCE FACTOR I ROOFS 20 Por BUILDING CATEGORY 2 SLEEPING ROOMS 30 PSF HABITABLE ATTICS W/ FIXED STAIRS 30 P51F WIND EXPOSURE B ATTIC W/O STORAGE 10 PSF INTERNAL PRESSURE COEEF. .018 ATTIC W/ LMITED STORAGE I GUARDRAILS AND HAND RAILS 20 PSF 200 P5F COMPONENTS 4 CLADDING -30.5 PSF GUARDRAILS AND HAND IN -FILL COMPONENTS 200 PSF M ROOMS OTHER THAN SLEEPING ROOMS 40 PSF t 404 SAN CARLO5 AVE W SR 46 W IST ST CR 415 CELERY AVE FL 411 m � (P < n M x 0 W 25TH ST E 25TH ST W SR 46 m a PNT RO 'RTI S * Igo 5 88deg, 04V34'I E 109,98'(M) 104.1 104,4 5 88deg, 001 00" E 110,00'(P) 103.9 I �F p AIN D AIN Y-6" SIDE SETBACK •-------------------------------------- - 'X 104.4 I PROP05ED 35'-011 J, X 55'-0" D, ONE STORY CMU o 51NGLE FAMILY RE60ENCE (EL, -- 105,10) 104.9 X z ' ' Q o i ' AND WALK Ln LOT: 10 -W I ;u 105,0 104,6 :Uq 1043 (D 1 SP xl W x DRAIN v I N Lu IL O I I W 0 __ I 1 o �- lo 30'-0" PROP05ED 35'-011 J, X 55'-0" D, ONE STORY CMU o 51NGLE FAMILY RE60ENCE (EL, -- 105,10) W El +� CONCRETE DRIVEWAY , U a In C) 0 104,9 X X 104.4 K X 104.4 1 6 SIDE SETBACK Q, X 103,9 p AIN X 104,9 p AIN X 104,4 N 88deg, 00' 00" W 110,34' (M) N 88deg. 00'00" W 110,00' (P) SITE PLAN I" = 10'-0" LEGAL DE5C IPTION: LOT 18 C1, FAIRVIEW/ A 5U5DIV OF THE PUBLIC R RDS OF 5 5YMBOL5 X PROPOSED GRADE F`+QST G,P "QOM 5 RECORDED IN PLAT BOOK 4, PAGE 11, a U a z 0 U U NOTE: V ODG, INC, 4 STEPHEN COLD A55UME5 NO RESPONSIBILITY FOR IT'5 ACCURACY, THE OWNER AND CONTRACTOR ARE TOTALLY RE5PO515LE FOR PLACING THE BUILLDING ON THE PROPERTY AND MEETING ALL REQUIRED SET BACKS, ODG, INC,, # STEPHEN COLD NO RE5PON515ILITY FOR SEPTIC DE51GN AND LOCATION. vim\ e y�v / Lem \ l..S1D �E ISLOaE Qe�Jx Z�,�G�: < SI DC SWALE A LOT GRADING TYPE A ALL DRAINAGE TO STREET SAMPLE COMPUTATION OF GRADING CONTROL LINE A -F FOR A 60' LOT ON AN RESULTS USING 0.5'/,. STREET, WITH. 28' SETBACK, 20' BUILDING DEPTH. AND 2'/. SWALES 1'/. SUALES A. C q -top o lot -1 tension at high lot corner A-3 P kwny stop., l2 g s and a(k at 1/4 /ft (2%) 3' CO.3') 3' (0. 3'> 0-C Side id s. t 56'. gr ss at 1/4 /ft. (2'L> • 14' Cl 2') 7' (0. 6') C -D S to turn with LO r di us: 16 grass at 1/4 /ft. 4' (0. 3') 2' <0, 2'> D -E Rear swnle 12'. gross at 1/4'/ft. (2%), . . . . 3'..(0. 3') : 1' (0. 1') E -F Protective renr:..slope up. from high -point of. swn les , 6'.(0.5') '.6' (0. 5') Sub total A -F from curb -top to ground at rear but]d i ng - ll. .30'(2 5') MI ,nun rise from curb -top to stub floor; 30' +. 8' . . . . 30'(3.2') 27' (2. 31) M /nun rise for woad..floor using 8' -Joists: 30'.+ 19' 49'.(4, 11) 38' 0. 21) COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal copyright laws. Q w F- Q O 10 DRAWING INDEX Al COYER PAGE, LOCATOR MAP, SITE PLAN, DRAWING INDEX, AND PROJECT SPECIFICATIONS A2 FOUNDATION PLAN, FOOTING DETAILS, AND PUM51NG RISER DIAGRAM A3 FLOOR PLAN, TYPICAL WALL SECTION, AND HEADER SCHEDULE A4 ELEVATIONS A8 ROOF PIAN AND LINTEL SCHEDULE A6 ELECTRICAL PLAN AND RISER DIAGRAM Al TRUSS LAYOUT A8 ENGINEERING NOTES AND DETAILS ODG, INC. 1350 PARK DRIVE C7A56ELBERR`I', FLORIDA 3210-1 321-663-193-1 DPB.ODC� 1�Y,41-IOO.CO1"1 PROJECT ARCHITECT STEPHEN R, COLD ,4R 0010041 1341 S. GRANT STREET LONGWOOD, FLORIDA 32150 OFFICE: (321) 228-4225 FAX: (401) 834-9926 stevecoldemindsprin!@.com RECORD COPY 2"6114,111�11 • • KIRK MC KINNION HKM GENERAL CONTRACTORS / 2464 SOUTH SANFORD ,AVENUE SANFORD, FLORIDA 32-111 PHONE: 40-1-321-4616 "6PAK 1014 1 Q o° 0 ® ® ti c G ov, Job No: 18-011 Date: 4 MAY 2018 Scale: AS NOTED Drawn By: KG M Revised: 17 SEPT 2018 . lJ' STEPHEN R. COLD AR 0010041 W m +� CONCRETE DRIVEWAY , AND WALK Ln 0 o -W �0 LLI LL - (D U SP O DRAIN v O 5YMBOL5 X PROPOSED GRADE F`+QST G,P "QOM 5 RECORDED IN PLAT BOOK 4, PAGE 11, a U a z 0 U U NOTE: V ODG, INC, 4 STEPHEN COLD A55UME5 NO RESPONSIBILITY FOR IT'5 ACCURACY, THE OWNER AND CONTRACTOR ARE TOTALLY RE5PO515LE FOR PLACING THE BUILLDING ON THE PROPERTY AND MEETING ALL REQUIRED SET BACKS, ODG, INC,, # STEPHEN COLD NO RE5PON515ILITY FOR SEPTIC DE51GN AND LOCATION. vim\ e y�v / Lem \ l..S1D �E ISLOaE Qe�Jx Z�,�G�: < SI DC SWALE A LOT GRADING TYPE A ALL DRAINAGE TO STREET SAMPLE COMPUTATION OF GRADING CONTROL LINE A -F FOR A 60' LOT ON AN RESULTS USING 0.5'/,. STREET, WITH. 28' SETBACK, 20' BUILDING DEPTH. AND 2'/. SWALES 1'/. SUALES A. C q -top o lot -1 tension at high lot corner A-3 P kwny stop., l2 g s and a(k at 1/4 /ft (2%) 3' CO.3') 3' (0. 3'> 0-C Side id s. t 56'. gr ss at 1/4 /ft. (2'L> • 14' Cl 2') 7' (0. 6') C -D S to turn with LO r di us: 16 grass at 1/4 /ft. 4' (0. 3') 2' <0, 2'> D -E Rear swnle 12'. gross at 1/4'/ft. (2%), . . . . 3'..(0. 3') : 1' (0. 1') E -F Protective renr:..slope up. from high -point of. swn les , 6'.(0.5') '.6' (0. 5') Sub total A -F from curb -top to ground at rear but]d i ng - ll. .30'(2 5') MI ,nun rise from curb -top to stub floor; 30' +. 8' . . . . 30'(3.2') 27' (2. 31) M /nun rise for woad..floor using 8' -Joists: 30'.+ 19' 49'.(4, 11) 38' 0. 21) COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal copyright laws. Q w F- Q O 10 DRAWING INDEX Al COYER PAGE, LOCATOR MAP, SITE PLAN, DRAWING INDEX, AND PROJECT SPECIFICATIONS A2 FOUNDATION PLAN, FOOTING DETAILS, AND PUM51NG RISER DIAGRAM A3 FLOOR PLAN, TYPICAL WALL SECTION, AND HEADER SCHEDULE A4 ELEVATIONS A8 ROOF PIAN AND LINTEL SCHEDULE A6 ELECTRICAL PLAN AND RISER DIAGRAM Al TRUSS LAYOUT A8 ENGINEERING NOTES AND DETAILS ODG, INC. 1350 PARK DRIVE C7A56ELBERR`I', FLORIDA 3210-1 321-663-193-1 DPB.ODC� 1�Y,41-IOO.CO1"1 PROJECT ARCHITECT STEPHEN R, COLD ,4R 0010041 1341 S. GRANT STREET LONGWOOD, FLORIDA 32150 OFFICE: (321) 228-4225 FAX: (401) 834-9926 stevecoldemindsprin!@.com RECORD COPY 2"6114,111�11 • • KIRK MC KINNION HKM GENERAL CONTRACTORS / 2464 SOUTH SANFORD ,AVENUE SANFORD, FLORIDA 32-111 PHONE: 40-1-321-4616 "6PAK 1014 1 Q o° 0 ® ® ti c G ov, Job No: 18-011 Date: 4 MAY 2018 Scale: AS NOTED Drawn By: KG M Revised: 17 SEPT 2018 . lJ' STEPHEN R. COLD AR 0010041 ems- ---- Sheet No: ,41 Of: EIGHT W z �Xz z 0 Q Q 0z 0 o -W �0 LLI LL - (D U aZW Qo ■ 6 � a Lu IL O U) LL 0 __ ® Q C d- U) ems- ---- Sheet No: ,41 Of: EIGHT I%- C) ti ■ 6 � a M o 1�w L L„ M V a Cp r M M t � to V ems- ---- Sheet No: ,41 Of: EIGHT 351-011 I_ 151.811 v 191-411 21-411 5'-211 41-1011 O211 61 / 11 2011 X 16 MONOLITHIC FOUNDATION W/ (2) +5 RIBARS CONT. Y�� c0 1 i -411 20 X I6 MONOLITHIC FOUNDATION W/ (2) 15 RISAR5 CONT, _ �;� .. L - --------- ------------------------I•-- �I l� -----------------------------• t t S DOWELL W1 25' \ 11 -—?--;-y-- EAR LAP 0 5'-W' N O.'... (MAX.) OR AS PER PLAN Z0 fi /✓" n 2 Com. f s r c ; r 1 r L _ m TEi 1°11TE TFEATED CLEAN C<41PACTED FiLL O O 0'-0" (DATUM) -� Z EL , n 4" TH, 3000 PSI CONCRETE SLAB ON GR> H T 4h E e� OIL IL O Z Z W/ X6 10/10 WWF OR FI5ERME5H ON .006 VAPOF _._ 0/ER CLEAN, WELL COMPACTED, TERMITE TREA 5AF ED f RIER LL CD LL s M r. M r � I 1 ' N N M 1 1 1 V _ P Q i �E-] I QII ; j — P4, A.C. CHASEI1 ® 131-04" �? V 1 4 �, 4 EM I'- � -x = - ___9 1 , � 1'411L 2'-51' 2.IIG11 _�� •----- W h TURNED ED E W/ (2) "5 CONT. s OATGARA E STEP DOWN F 1 1 — s - � 2411 4" B.F.. _ 117 4" TH, 3000 P51 CONCRE E SLAB ON GRADE a N ���'T��// ; W/ 6X6 10/10 WWF OR FIBERME514 .006 VAPOR BARRIER ; OVER CLEAN, WELL COMPACTE , TERMITE TREATED FILL 2 \ Q —1 Al0 — o 1 - tT:_:L SLOPE �� a ------------------ -------------------------- \? ' I ; 20" X 16" MONOLITHIC s ea° I 5L E a1 FOUNDATION—�� W/ (2) 05 RE5AR5 CONT. NL ��ii�s`TTT7i7TT-iTiiTl%i -T -a1 � ;---�-�y-------- ---_�------------------- 20" X 1611 MONOLITHIC FOUNDATION W/ (2) 05 RIBARS CONT, FOUNDATION FLAN 4" TH, 3000 P51 CONCRETE SLAB ON GRADE W/ 6X6 10/10 WWF ON 6 MIL VAPOR BARRIER 1/411= I'-011 ON CLEAN WELL COMPACTED TERMITE TREATED FILL X811 TURNED EDGE W/ (U 05 CONT, AT SHOWER RECE60 FOR Doe-li P_ - t4. - 2 15 CGitT. It'� ti TEWITE TREATED CLEAN COMPAC' D FILL 1 Fig. @ DOOR -- 2 E STORY t 1 t I t t S DOWELL W1 25' \ -—?--;-y-- EAR LAP 0 5'-W' N O.'... (MAX.) OR AS PER PLAN Z0 fi /✓" N 2 Com. f s r c ; o W c/ TEi 1°11TE TFEATED CLEAN C<41PACTED FiLL O O 2 CURB GARAGE W___ - 6 NIL_ VAPf-,'R BA iER ADD 'c0eMeR BAR CONC, A.C. PAD CONTRACTOR TO — — — - FIELD VERIFY LOCATION - — — — — 1 411 B.F.F. 4" TH. 3000 P51 CONCRETE SLAB ON GRADE CST W/ 6X610/10 WWF ON 6 MIL VAPOR BARRIER2 05 ON CLEAN WELL COMPACTED TERMITE TREATED FILL i SLOPE SHOWER TO DRAIN FOOTING 'ONE STORY. PLAN -20 X 16 MONOLITHIC FOUNDATION W/ (2) S REBAR5 CONT, NOTES: 1. CONTRACTOR TO VERIFY LOCATION OF 1<3EARINCi WALLS 4 POINTS U)/ TRU55 MANUFACTURER PRIOR TO CONSTRUCTION. 2. IF AN ANCHOR 80LT IS MISSED USE,A 1/2.' x 6' UJEDGE ANCHOR. 3, iF A DOU EL iS MISSED, APPLY Ulf EPDXY (SiMPSON AET) UJ/ 6' MIN. EMBEDMENT, DRILL 3/4'0 HOLES FOR #5 DOU)EL5 DECAY' 4 TERMITE NOTE: MEANS OF TERMITE PROTECTION SHALL' MEET FBC CHAPTER5'105.10 4 105.11. UPON' COMPLETION OF THE APPLICATIONOF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE 1 ISSUED TO THE BUILDING DEPT. BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE BUILDINCs HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF; SUBTERRANEAN TERMITES. TREATMENT IS iN ACCORDANCE WITH RULES AND LAUDS ESTABLISHED 5Y THE FLORIDA DEPARTMENT OF ACsRICULTURE AND CONSUMER SERVICES. COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc. ,is a violation of Federal — copyright laws. -.T..A_ t '.� �' o`r's• Cs^r:'CsE Sg' , Flt{ F f -.p is GC>t�?T. W 3' flKill. COVER C04 ALL 5ID!EF3 TEF4"SITE TFSA -r_ —6 Mil.— VAFG,a CLEAN Cfi"1P/ YID r^11! SCALE: �VW*77 !!2' DiA :; ' 'J` 1 r8 A' �a :32` OJC. Sit F` 4 3Ft 52` tiG. r PPLICAU.E (o STUPd f ( FLOOR � d y I 3 vAK-ES f4 C 24T, CXI ALL 51PFF, ` eARfZER TEP DOWN SCALE T4•'= I'-(1 - .V T.ir. =K L t TO eePTIC/SF_tl&_R PLUMBING MBING RISER DIAGRAM MT. S. P :err �i��:�£ SLEc 5�lztl.L 2,' ' 1 1 2 SIZZE, LAR THAN PIPE FASOWj Tl-ROK,H- E&EEVE $HAL.L &E 2 5IZE5 LAIR THAN / PIPE PAP -51W. Tit -H 1 '\ y A�'xR-L�3 PI}~i: `'' �. �s v -` r' ... *H:•_'an,P.il4'�� SLEFYz .� r -' i_s t2,L;e - F_00TEP. mf 35°rlas AL1 rsrEr�LAr (SeE FOUNDAT1VK F: -AN FOR SFzE) TYPICAL FOOTING DETAIL TI -115 FLU -611,* PLAN 15 K EI1OjF ?i To (rChOATE Tkm F£CZrF�_W5 OF T�-a OLU R T1 -a PE'ra.1L s OF T;,;- F- WJ-BEG 5Y5TBM 12�441ALL 5E D'r7 tIT T I'Y A f', M N3 C.Crt PACTOR LICE 6ED s,"CCOFV;-6 To CF R 4b9 OF FLORIDA 5TARZO AND BY TW- LCL M11:0fWa PEPARTMFAr. T'„u5 OE51Gtq 13 d+,r` LCtW 5Y GROPTER 411 FUR FLUB. 5T5TErt9 RAW*. FELLER THAN 250 FIXnIM CttIT5 !F THE 5Y5TEM 15 TO .0.G% 4' -II" 10'-9" 4" CONC, OR PAVER LANDING 6'-0' x 6'4" 35'-0" 12'-5" w 1.011 6'-0" 1- 2'-2" 1- 2'-2' 1T-4' TOP OF BLOCK HEIGHTS 17.77711171 8'-0" TOP OF BLOCK (NORMAL) r7777D II' -4" TOP OF BLOCK/FRAME LINETYFE LEGEND 17*T7777'T71 NEW BLOCK WALL NEW INTERIOR FRAME WALL INSULATED FRAME WALL Ia-V x I-V 16'-0" ® L'-4" FLooR PLAN SCHEDULE (xall) MARK QUAN, FRAME DOOR SIZE REMARKS WIDTH X HGT, I I MTL, ENTRY 3' 0"X 0.8"" SFrrF*ON 5P2, 5P4, OR WD. SWING © r a 32' O.f.. =r 4 2 WD, SWING, I ESCAPE 5 2 "v PR, 2'-6"X6'-8" 1/2' DfA x $' BOLTS A3!llri WD, SWING DINING ROOM I 2-0BILL HGT. I MTL SGD % � a1` O.C.t s Fr�-r lamas_\\\ _ Ft=�IDc`hC= 51C= Di~a-cuaa�L r-�R Fsc ALL C -RAGE U'L' 4OR CEIL(Tfa 16'-0"X1' 0" VAULT © I O ESCAPE NOTE: OPENING BETWEEN THE GARAGE t RESIDENCE SHALL BE EQUIPID WITH SOLID WOOD DOORS NOT LESS THAN 13/8" IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOOR NOT LESS THAN 13/5" THICK OR 20 -MINUTE FIRE RATED DOORS, EQUIPED WITH SELF-CLOSING DEVICE PER FBC R301. SIMPSON $Pf, $P'4, OR 18 FO' E;. rwj-E ileER IN NOW252 4 R39233. 1 1 R-ITC14 20415°12'4" 2'-0" SILL HGT, 5. ^C44 ; 7TR V_TOR TO FIELD VERFf AIR C:01,0ITICN 2-2xZ'a 2-4x6'a M 8 GREAT ROOM 8° F'LYt 0£�R 3,41 VAULT , MASTER , UITE P - BFj_?Ihr4 (StT1.Yl 3?,) Fv' AYE 5'-1' TO 11-29' - --; 15 LU VAULT E- kU h" IkE 'E' MO 5 OF ELASTICITY DW SINKS I^ - -- FE ?TOL{ - . JACX 8Tt � 4ZE�E1I � £7Trli 4-2 JGTl EJFi (EA TO E'-& t 1 FiIL': TN 6'WD. TO 5`-3' 24XWO r 2-240"4 W/ G.D. cv -3 JACK S%05 (IrA SIDED o'-1' _ 'RANGE I o� FLITCH 57VOS. •4 JACK 5%V5 (EA BIDE) f2' -P ~ {W/ MICRO BOTTOM OF BEAM AT 10'-0" AFF I ESCAPE TO 10'-0' t 2 Fad„ LE),e r" KITCHEN PLANT LEDGE I 2'-0" BILL NGT.. 1 1:1'N_ 2x TOP sR r tit. - Ti $i OR a"Te" PLATE (ci`kv'TJ FOR TF3c50 VAULT, AT 8' 4" AFF 12'4" I all j- - - VAULT M � - ------- REF. 3 " - - v -b-IQu3' 6" --- --- CEILING NEIGH? SINK 1' 1015° 9 0 SiI 5'-0° x 6'_5. 315" 'PANTRI'. ;: 3l5" 5'_1° 3%5" `� 15�� BATH SPA o 81i - - �J m D s 8'-0" C.H.: o V ULT TEMP CLAS 10 8° VENT THRU C, m ABO E 3'•6" 8" O ESCAPE 2'-0" SILL NGT. ROOF 3�" o ® 4 _ _ r - - q B WE. 1= oJEE#)] BEDROOM 2 HALL 5 3 6 VAULT VAULT TO W. AHU= II CEIL. HGH II L,4UNE)F1Y W.H. S- M 2 9. VAUL 8'-0" CA :CEILING HEIGHT 4'-0 1 3'-10" TUB m 1014" 3 11'-411 r o+ p "6'-10' 315° 8.. 1-R c - ; AT 10'-0" GARAGE - o + O b 8'-0" C.H. � s'x6 I >- i- O` I IL 3 '\ L - Z1 LU3 3.0' x 6'4'. V LUI - - --3:. - - -------------------------------- E 2-�-ENTRY BEDROOM ( C t VAULT I \� Ij 2 1'-0" C.H. - O ' ESCAPE ; OVERHANG OF DORMER AT ENTRY ®I 1- `; 2'-0"BILL HGT. - 1.011 6'-0" 1- 2'-2" 1- 2'-2' 1T-4' TOP OF BLOCK HEIGHTS 17.77711171 8'-0" TOP OF BLOCK (NORMAL) r7777D II' -4" TOP OF BLOCK/FRAME LINETYFE LEGEND 17*T7777'T71 NEW BLOCK WALL NEW INTERIOR FRAME WALL INSULATED FRAME WALL Ia-V x I-V 16'-0" ® L'-4" FLooR PLAN SCHEDULE (xall) MARK QUAN, FRAME DOOR SIZE REMARKS WIDTH X HGT, I I MTL, ENTRY 3' 0"X 0.8"" SFrrF*ON 5P2, 5P4, OR WD. SWING 2x a f6. O.C. 3 5 32' O.f.. kora: 4 2 WD, SWING, 21-011X61-811 5 2 E 1,TPA1 JlL L2' SCCA ORT"'-.=�" t-rI.2 ALL r PR, 2'-6"X6'-8" 1/2' DfA x $' BOLTS A3!llri WD, SWING -NOT LESS fWAN U2' OTHER W..4"T el,i�IwTf--,t,DF �THE� � 2 us- Miti � 6 n� �X' ORTU!AS.L � G1rcLLRW GARdG- PARATiON lVALL6 f --R FSC R3a2¢: 3 ATTf ACCE55 (M. 22' x 30' PER F3G RZOT. MTL SGD % � a1` O.C.t s Fr�-r lamas_\\\ _ Ft=�IDc`hC= 51C= Di~a-cuaa�L r-�R Fsc ALL C -RAGE U'L' 4OR CEIL(Tfa 16'-0"X1' 0" 9 1 MTL. SWING r 1 =TRATONa TO 3= CQNSTRZrED F= iR FFC NOTE: OPENING BETWEEN THE GARAGE t RESIDENCE SHALL BE EQUIPID WITH SOLID WOOD DOORS NOT LESS THAN 13/8" IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOOR NOT LESS THAN 13/5" THICK OR 20 -MINUTE FIRE RATED DOORS, EQUIPED WITH SELF-CLOSING DEVICE PER FBC R301. SIMPSON $Pf, $P'4, OR 18 FO' E;. rwj-E ileER IN NOW252 4 R39233. 1 1 R-ITC14 H3 a 32' O.C. (o 6TUD)---- P_-EN'Dfw* (5ah r) rrr���� �..{{,,¢¢¢.�yyy }'t✓' HOFAZa4TAL L6E Tr' d N:;x_- LE5 CP ELASTICITY 5. ^C44 ; 7TR V_TOR TO FIELD VERFf AIR C:01,0ITICN 2-2xZ'a 2-4x6'a M i AIR HAtnLER LOCAT{C;N r 3, JOt5TB, R FT::R3, LWEL5, ETC. F'LYt 0£�R UE4 5IzFO a5ors t BEE SECTION '4' PAGE 02 FOR FOUNDATION DETAILS, 4 GARAGE WALL. SCALE 33.._ T.-... NOTE: SEE ENCsINEERIAks _ P FOR GA9LJ� — — CONI,ECTION DETAILS SHR -*LES OVER IV FELT OVER 12 1/2' CDX PLTU)OOD (OR IACD' USS) OAR PRE-ENGINEERED 6 TRUSSES 0 24' O.C. � R-30 !NVULATIa-i 6fMF"5GN HETA-Ifs A EA. TRUSS OR AS PER CONNECTOR 5Ct-1=D'JLE 9 MTL. DRIP EDGE ON a 1/2' SAr. RE51STANT Ix2 PT NAILER ON T DRYWALL 1x FASCIA ON 2x4 SUE FASCIA 4 ALUM. YENTED R r ' D TOP CO IFZE SOFFIT CONT. — W/ 145 CONT. ?EE ROOF PLAN 1'siR OYER-tAW4 WINDOWS PER PLAN W/ --1x F.T. WINOf�U HEAD SEALANT ALL SIDES (TYP1 WIDOW W SILL PER CUSTOMER LQ GYP. SD. (TTP.) t V ' CONC. SILL PER CUSTOMER -- j . SANER ON P.T. W IgA f3TRIPS: ® 16' O.C. W/ MK R-42 SEE ELEVATIONS INVA ATIC:;N ON 8' C3-I.U. FOR EXTERIOR FINISH -- I ' '-`,---.y, °1 3000 P5I 4' G<ANG, 3LAS I'. W roxirp-lWAO WWT•L '. OR FIEeF&E%; GRAI3E MIN. 8' 0"FIN FLR ESELOW F. FL_� '5 DOWELL W/ 25'.g �f\\ 6 ?HIL. Y FOR r�Ae 2ik ^a EAR LAP a 8'-D' O - (MAX.) OR A5 `s'\ \\\ 4 \f% TEFdHIT'c TREATED PER PLAN —CLEAT{ COMPACTED FILL (2) S CONT. W1 MIN. 3' COVERALL 51DES 16' TYPICAL ONE STORY BLOCK Qj WALL SECTION SCALE .V4" --,.A:. r - CRICKET AS c2'D TiIU55 T06 OR 71i CELL TO BE FILLED SOLID TO Wf Fvw 5/a' ' EXT. GPADE CLG, e 6'-O' LONG PT 2x12 Lr'DGHR U!/ 5/8° LJIa 1t �'a MIN. 4' Air e24. 4- � o FRCXH ENDS 2 REVISED TRUSS HANGER DETAIL a .. UTS PT 2x12 LEDGER CONT. UV 5/13- DIA. lt1 DGE f t i ,Y TFvl78a Thr OR Tli (T7PJ ANCHORS W/ MIN. 4'EEtt 4 & M ' FROM ENDS— I � (HU52& P.) I FILLED CELL. I t + O 110E OO 00SO PLAN VIEW TRUSS TO LEDGER - $GALE -777F FLOo '4"oT'-0- DOOR SCHEDULE (xall) MARK QUAN, FRAME DOOR SIZE REMARKS WIDTH X HGT, I I MTL, ENTRY 3' 0"X 0.8"" 2 2 WD. SWING 2'-8"X6' 8" ADA o BATH, CLOSER 9 GARAGE 3 5 WD, SWING 2'-6"X6'-8" 4 2 WD, SWING, 21-011X61-811 5 2 WD, SWING PR, 2'-6"X6'-8" 6 1 WD, SWING PR, 20Xb e 1 1 MTL SGD (0'-0'X6 , 8 I, MTL. OHG 16'-0"X1' 0" 9 1 MTL. SWING 2-0"X1-0 GLASS SHOWER DOOR NOTE: OPENING BETWEEN THE GARAGE t RESIDENCE SHALL BE EQUIPID WITH SOLID WOOD DOORS NOT LESS THAN 13/8" IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOOR NOT LESS THAN 13/5" THICK OR 20 -MINUTE FIRE RATED DOORS, EQUIPED WITH SELF-CLOSING DEVICE PER FBC R301. HEADER SCHEDULE ti cT-iit3s {v D7 AP�'iY3 L A L rscT,- AtaTt c a; rx hor S: U ti Z M UW LE.<`DER. SIZE& AS NOTED _ > M ti UtLES5 07;-etMS== 'vOT'cD ON Ff; z,A4 t3SZ FLAN F— �L C6 TO 31-01 2-2x/o'a 2.2x44 2. ?'-'MMA Y FPAMU14. Q V2, LL i3rEW5, ETC) UEFdr 5lZED U62 -IG V P1 yUk')OD 18 FO' E;. rwj-E ileER IN LL R-ITC14 z P_-EN'Dfw* (5ah r) rrr���� �..{{,,¢¢¢.�yyy }'t✓' HOFAZa4TAL L6E Tr' d N:;x_- LE5 CP ELASTICITY 3'-1' TO 5'-0' 2-2xZ'a 2-4x6'a M tu [Iv r 3, JOt5TB, R FT::R3, LWEL5, ETC. F'LYt 0£�R UE4 5IzFO a5ors BFj_?Ihr4 (StT1.Yl 3?,) Fv' AYE 5'-1' TO 11-29' 2-2xlo,6 2-2tff'a kU h" IkE 'E' MO 5 OF ELASTICITY ppM+� \d PLYWOOD -- FE ?TOL{ . JACX 8Tt � 4ZE�E1I � £7Trli 4-2 JGTl EJFi (EA TO E'-& t 1 FiIL': TN 6'WD. TO 5`-3' 24XWO r 2-240"4 W t3. -3 JACK S%05 (IrA SIDED o'-1' P, '1`144100 TO ,l, -O' t 2 F'A_1 LeNW14 FLITCH 57VOS. •4 JACK 5%V5 (EA BIDE) f2' -P TO 10'-0' t 2 Fad„ LE),e r" UJNDO. A:/ 1748 FRAMIW4 1:>ETAILS 1:1'N_ 2x TOP sR r tit. - Ti $i OR a"Te" PLATE (ci`kv'TJ FOR TF3c50 r"ts tom, - W 3F'4 R*F4, �.....� _ �, E O.C. I � � .' � .�•• � /� f 1 L5TA16 OR CSIb 2x 1°2 SYP OR f i f IED t N AJLFD ' 6 t3, 9rAG- D 2x TTO("I 1 SEE NOTE PLATE (ccltT.) -- C-- f � 14 AYO`rE V2' DIA (MM.} x 5 A3 02 :' x £ ' t (€ - 'D7 U.EDGc' ANC+-iOF�k � j� a 21' Or t a, Ff�` ENDS ` [ r- I;•, az, aF'4. Pa fi..- 5T('i6hi NTT�`,�^-.-_`--- GAt3LE END TR -150 TO FR' t -a TO 5e CC"s!ECMD LW SIMF`6<;t4 L5TA24 0 36' O.G. - D3L. 2x4 CONT. TOP FLAT= (v2 5 —P OR BEt'TERJ iN5TAL-1 LU 5-2, 54-4, OR H3 a 32' O.C. Mit (TYPJ. --- $(t-tP50N CSW? ;OIL STRAP (TYR) W/ MIN, 8' LAW EACH WAY. PTtOVIDF (6) Wd NAILS EAC=H SIDS: CF JOMT 0 F,4C44 AIL STRAP ---- ceE 2xa (M;W R .AGER t0/ V1' PS.'PJ OOD FL ITCH. 2x STLV5 (td S.YP. OR E+c'-TTER) e V,' O.G. MAX- ---_� (2) JACK$ t (I) KM NfN (TYP" ). -- NOtt-CG 51VE 5RIF15CN SPI, SP4, OR H3 (TYP . 60-PSSC:N 141TT5 (TYPJ MSTALLEl7 MR t- R5 SPECS W/ 5/8' DIA. A$. --•- •-- PT 2x PPOTTO I PLATE CONT. I. NSTAL.L W/ V1' x 6' LLED E dN� a 2!' O.C. i b' FI;V-t &.V5 (TYPJ " FRAMING DETAIL, VERY t ' 1 SCALE t p.. t. it WINDOW SCHEDULE O MARK QUAN, I FRAME TYPESIZE HEAD HGT. REMARKS A I MTL, S.N. PR, 25 6'-8" B 3 MTL, SH. 35 6'-8" 4'-6'X5'-3" ROUGH OPENING C 3 MTL, S,H, 25 0-8" 3'-2"X5'-3" ROUGH OPENING D I MTL. S.H 34 6'4" TEMPERED _�a I MTL. FIXED 3'-0' X 3'-0" 10'-8" TRANSOM NOTE: ALL BEDROOM WINDOWS SHALL COMPLY WITH FBC R310 t R612.4.2. ALL 'ESCAPE' WINDOWS SHALL MEET MIN, OPENING AREA OF 5.1 S.F„ MIN, OPENING HEIGHT OF 24", t MIN. OPENING WIDTH OF 20", WITH MAX. SILL HGT, AT 44' AFF. - BILL HGTS. LISTED W/ WINDOW SIZE ON PLANS, THIS STATEMENT CAN BE CONFIRMED W/ WINDOW MFR SPECS. SUBMITTED BY CONTRACTOR, COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal copyright laws. i AREA CALCULATIONS LIVING .......................1504 SF GARAGE....................386 SF ENTRY .......................... 35 SF TOTAL AREA.............1925 SF (UNDER ROOF GROSS) 0`NC ®®G 00 n ® ® ® G Job No: V 18-011 Date: 4 MAY 2018 Scale: AS NOTED Drawn By: KGM Revised: .lf'"pD STEPHEN R. COLD AR 0010041 W J ti J 0 U ti Z M UW ■ V a) > M ti F— �L C6 W Z = O 0 �Z Q w LL M V 0 L LL z LLIc% U) O M _gym M M �X S� Sheet No: t43 Of: EIGHT ti O ti M ■ V a) > M ti Q �L C6 ■— O r 11 i LL M V Ill QL O M M r U) ppM+� \d _gym M M �X S� Sheet No: t43 Of: EIGHT Top of Plate 4 Top or Subfloor — � I� Top of Plate 3 of Plate— — 4 — _ — Tod of Plate Bottom of Dormer -4 - El® -Topof 5ubfloor _ -- ,` 0 �� I �� �� - Top of 5ubfloor FRONT ELEVATION 1/4" = 11-011 3 Top of Plate T f 5ubfloor _ _ I I I REAR ELEVATION 1/411: 1'-0" ---tea\ I 1- _ L 1 L L L U C 1 t_ I l _i L J l_=>�= >- T- >-T T1 1- ITU � �!I 1- -� 'lU—U — J LI li U L U Lill U-I_L I�_1U1` T ISI T i 1 ��TITZ���L Lrl LU _ U U U TUU TUl T T T i rel 1-�1 IU -LU _lU- -LU -LU- LU I U l�� 1�_C Ulf �U�lU ll�U JUi_�-TI-i_`I� i --i_ i ��� I r� �_ r I__r �u T T T T ITT 1_ I T I I I I I I I [III 1 I 1 I 1_�•--�rl--'(- �-,-rr1->�- ,-I_�:l- _ �1_rT� rT -�- r�-r-I-r�-rT �-rl--,-I. fir-;- I ( I I 1 ( I ( 1 ( 1 ( ( 1 I 1 ( 1 f 3 6EC. GUST MAW, ZONE d —A UP TO 20 5,F, (� . . , , , " , . . , . , +35.3 LEFT 511)E ELEVATION 1/4" - I'-0" __ij L_ L i T T i I I T I� U U U — — - top of Plate 77 _f 4 T9P Of Subfloor RIGHT 51DE ELEVATION 1/4" = 1'-0" COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal copyright laws. EXTERIOR ELE I 1/2, TExTORED FINISH OVER Ct-U WALL -1/WT=_XRIRED FINISH R GALVANIZED 2 P METAL LATH ON I5$ FELT OVER 112' WX 1"l-TWOOD OVER -EW-aINEERED TFWSS 4 FRAMED ENTRr FACE ARCHITECTURAL Sid -LES OVER 15' FELT ON I!2' COX PL (OR 1116' O aB?APPLIED TO -EP�aI D 4JOOD S � 24° O,C. DECORATIVE RAISED TEXILIRED TRIM PER CUOT R A/C OCVI S CRICKET AS REQARED 1 OFF RIDGE 4ENTS BLOCK A5 RECUIRED Elti . L METAL LATE{ APPLICATION 5 °SHALL M'LY W A5TM C104,3-" HISTORICAL ST ASTM ieo63- STAidD SPECIFICATION FOR INSTALLATION OF LATHIW4 TO RECEIVE INTERIOR AND EXTERIOR ND CEMENT - D PLASTER. 2. ALL LATH AND LATH ATT WS 5I4IA" BE OF CQRRO5ION-R5SI5TANT MATERIALS. WPARDED METAL WIRE LATH SHALL BE ATTACHED WITH 1-1/2' 1?,r_H-L (3ra ), 11 GAGE NAILS HAVI A 1/16 INCH (I1.1 nr) HEAD, OR 1/a it d -L (22.2 mm), 16 STAPLES, 6FACED AT NO MOPFE THAN 6 S (62 mss). OR AS OTi4ERVISE 3. TEXfU D FINISH ICATION METWCVS SHALL Y Wt AS111 0926-"-. STANDARD SPECIFICATION FOR APPLICATION OF PORTLAND c -3B PATE MWERIOR, WALL SILIG NOTE. NXTEIRJOR '"_LS L SOALL FIRO'ADE TWE eUILDIW4 WITH A tW�-ATI-rER- WALL ENVEL INCLUDM M015 BARRIERS 4 FLASHY iR103. s 13 (I �'IJS T�'Ry[.°z .C? z^iitit' 'a.'. ice- Tri x E <.s l `i„ tli�...D F`.�i s AA,"j 'F^. 5a:.3 F4' 04% METAL S..AIA CN r50 M -L T OVER a2x�S 1 ',ATE W 'iaGi �i rr C F r� cl L9 +'IO'C 1 'ROTI €'a'wibF.i3 1"E:.KI7t7 FRS TRY DETAIL a-1 CE_ T HOfRIZOINTA DII`~fi?EMNOR, 40-t PEAK 1900F Gr- Mi -4P,, U.4Ct EVER IS $MALLEP, �-1T NOT LESS HEIGHT 1 THAN 4 OF LEAST HORIZONTAL DIMEN610N OR 3Fi USEi ZONE 5 AT ALL IN MEAN 1 d Fi1F I SAYE r➢Ei�,HT / # ROOF - i HEIGHT WALL ZONE FIGURES 1� ��`� ISOMETRIC ULTIMATE ATE C> ,15IGNI WIND � �z W Z SPEED FOR: 135 MP Z f 3 6EC. GUST MAW, ZONE d 3 UP TO 20 5,F, (� x435.3 f -382 +35.3 { UP TO 50 SF_ 15) +33.1 f -190 +331 f -41 O t5 ISP TO i@O 5.F" @ +31,1, f -343 +31.6 I -3'5Z 4 'ices D� +300 f -3301 �z NOTE: ZONE '5' DE51GN_55UFRE'5 TO DE USED " WINDOWS WITHIN 4' OF COR'Vi ER. USE ZONE '4' FOR ALL OTNEfZS- ®oC 00 4� c,2 0 0 n � ® v fA(C 01D �r Job No: 18-011 Date: 4 MAY 2018 Scale: AS NOTED Drawn ay: KGM Revised: STEPHEN R. COLD AR 0010041 U) W Z � N Z ? Cil O � Q Q O W ♦ +■ V �^ J U W z 0 �z O r o �1■A■Alw� 0 ♦ +■ V a M ti Qi -jG O r ® IL O M M r N N V Sheet No: A4 Of: EIGHT 8" PRECAST& PRESTRESSED U -LINTELS 8" PRECAST & PRESTRESSED U•LINTELS j UPLIFT GRAVITY TYPE ' —TYPE LENGTH sue BFB.OB 81512 -OB 81516-0B 81520-0B 815244-0 81528-OBAl-9-36 BF0-1B F12-1 BF16-iB 8F20-1 8F24-1 8F28 -1B (34') PRECAST 2302 3 -6 (42) PRECAST 2165 22891 3260142371 5219 6204 7192 21651 22151 31651 41251 50911 60611 70361 26 II2'-10' 3166 3P3 _ �6039 7526 S`j -6001 9004 10472 `7315 8630 9947 3'-6' <42') PRECAST 2302 3166 ' 73 0 9 7526 G- �T 9004 1472 1936 5410 6384 7358 4'-0° C48`) PRECAST 2029 2646 I78Tf 4473 "1973"MY 6039 7526 9 84 10472 1.936 5642170 4'-6' (54') PRECAST -1651 6'-6• <78') PRECAST 4027 36f 7526 2317 9004 0472 9 68Iis23- 2826 3336 3846 5'-4' (64') PRECAST 1184 ,1665 2889 5057 096 54001 424 7450 5'-10` (70') PRECAST 972 ` 1000 1459 1059 2464 '1474 1889 4144 5458 `2304 2721' 3137 4437I 5280 6122 • 6'-6' C78') PRECAST v 937 1255 2101 1255 2 0 9 1"675 9 1675 3263 3 96 5260 2385 1994 2610 1 3839 35>3�397f 4585 71341 8995 6890 2439 2886 3333 5596 6613 5047 T 6' <90') PRECAST 767 9'-4' Cli2') PRECAST 11 573 1 632 768 1049 1 1212 1469 1210 818 2544 915 1482 1754 20271 3469 4030 1 3127 1 1328 1535 10'-6' 0126') PRECAST 456-76-5-8--r 6 8 1025 1514 2081 27777 4 3130 2404 11'-41 (136') PRECAST - 445 [ 598 598 45- 81 935 o S4 X35 133 2 935 --13-65- 854 24411 31551 4044 '2074 f2 f689 15701 1818 864 1254 -16-93 22111 2832 3590 7°86 748 10761 1438[ 18551 234312920 648 [ 919 1190 14621 1087 1260 i 1714 I 215312666 [ 13701 12'-0' (1441) PRECAST 13'-4' (1601) PRECAST 414M85 362 14'-0' <168') PRECAST 338 _ 14' 8` (176') PRESTRESSED N.R, N4 NR 1 705 NR NR [ NR' NR - AR - 2035 465-' 45 3185 3765 15'-4' (184°) PRESTRESSED N.R. NR_ _NR_ 420 695 NR NR`_ NR -T' N 1250 10551 23701 2$90 3410 17'-4' '208') PRESTRESSED N.R. N 310 NR` 530 [ 14061800.1 350 340(1 "NR I _NR NR 200 1 NR 1800 [ 2200 P 2600 ' NR NR NR 19'-4` (232') PRESTRESSED N,R, 240 1 400 1 750 1090 '4400 20 1 2030 17NR" 21'-4' C256'> PRESTRESSED N R, NR I,. NR I NR NR NR R 183 3301 610 940 1 1340 1780 2110 22'-0° (264`) PRESTRESSE N R L NR I NR I NR I NR I' NR I NR 1 NR 160 �' 300 1 I 570 1 870 NR I NR 1 1250 1660 1970 NR NR NR 24'-0' (2881) PRESTRESSE N,R, -Nf�r-NR 130 240 1_4 720 [ 1030 1350 1610' 8" PRECAST & PRESTRESSED U•LINTELS j 8" PRECAST W12" RECESS DOOR U -LINTELS 1 UPLIFT LATERAL TYPE 8F8 -3T 8F12 -IT 8F36 -1T 8F20 -1T 6F24-17 BF28-1 -F32-1 808 $F$ ¢150.271 SF12-21SF16-2TI BF20-2T[8F24-2�i8F282 F32-2 LENG 4'-4' <52') PRECAST 2'-10' (34) PRECAST ! cu/01 410775332 f 6 3T-1F3IE1 9 27271 27841 39811 5190 1 64071 76301 8857 2021 2021 3 -6 (42) PRECAST 2165 22891 3260142371 5219 6204 7192 21651 22151 31651 41251 50911 60611 70361 1257 ( 1257 4'-0' (48) PRECAST $7 1 .9891 28321 36801 45321'53871 52 5 938 938 1878 1925 27501 3583 [ 4422 [ 52641 6110 N z_ , '. #5 REBAR AT.BOTTOM 832 "1602 1550 1 2056` "2566I 3075 4'-6' C54'> PRECAST I7b 25TF 4DI 7677-5525 H6601 17051 24351 3171 1 39131 46581 5 406 727 727 5' 4 (64°J PRECAST 1393AI 14841 2110 1 27411 33 0 0 16 8 113931 14371 20501 26701 32931 39201 4549 505 505 5 10' (70') PRECAST 12 72 x 1 13571 19301 25051 30841 36 651 424 418 I 418 6'-8' (80') PRECAST . - 12721 13151 18751 24411 3010 (35831 4157 907 1677 2933 25763223 72 1 6'-6• <78') PRECAST 1141x1 12001 17331 2250/27691 32901 3812 707 887 7'-6' <90') PRECAST 1141 1 11821 16841 21921 27031 3216137321 7_61- 1377 2252 1958 2451.,1... 2944 I T-6' (90') PRECAST 959- 1 912 114751 1914`1' 23541 27971 3240 1 �-- 591 657 9' -its (116') PRECAST 990 i 10291 14661 1907 1 23511 2797t 3245 420 834 -1253 1071` "1342 ' 1614 I 9'-4` (112') PRECAST 8 1x 1 612 1 980 1 12691 1560 1 1 52 j 2144 1 454 1 630 { 601 1 7551 11,92 1 1550 t 1910 1"2271 1 2634-1 �z 10'-6' '326') PRECAST 716x 498 1 793-11-1 27-11261 t 1496 1731 716 611 1039 1389 1711 203412358 ___ - f 6 9 i 4 1 3961 493 ai f 6 9 IIQ 13047"1515 ; —�I i b6 r1 43`71 11'-4' (136') PRECAST 95 _ 666 1 535 1 905 1 12951 15951 18961.2198 I i TYPE, LEND 607x I 400 I 631 I 816 1 1 01 i 11 6 1 13 2 1 340 1 494, 12'-0' (144') PRECAST 631 1 466 1 818 1 12091 15141 17991:2086 4'-4' (52') PRECAST - 50OXI` 340 1 532 1 686'1 841 1 997 1 1153 302 ( 398 13'-4° <160'J PRECAST 573 1 409 1 6 82 1 1004 1 13671 1637 1 1897 14'-0' (168') PRECAST 4 $# I 16 7 4 J 8 1 1 286 366 548 I ` 378 I 629 [ 922 (1254 1 1567 1816 ` t S'" 243 295 459 591 724 , 857 ",-()w T - 1 243 1 352 1 582 1 852 1 11561 1491] 1742 2'8 11 27 1 430 1 553 1 677 1 8U 1 925 15'-4' (184') PRESTRESSED R. 3277 228 t 329 1 542 1 791 1 10721 13811 1676 17'-4' (208') PRESTRESSED- i I I I 1--1 136 N.R. I 255 188 ` 1 276 1 449 1 649 1 874 1 1121 11389 165 1 207 1 313 1 401 1' 490 1 57 1 667 NR 204 19'-4' (232ESSEDI') PRESTR 165 ' 239 ' 303 ', 550 ` 736 ' 940 ' 1160 145 I 186 I 278 I 356 1 4 33 I 512 I 590 1 21'-4' '256') PRESTRESSED N.R. I 172 142 ' 212 ' 336 1 477 1 635 1 807 i .993 -"-� 140 180 I 268 I 343 1 418 t 493 1 568 PRE&N.R. 607 469 I 161 1 205 1 322 457: I 7711'947 8 77B-` 770 882 1 1513 2042 1 2573 ..-3107 3642 ' 956 1 1468 l07 19 1 25091.3035 i�3563 24'-0' '288') I2737 r65' 2'4'4- 124 j 186 290 1 408:1 538 680 833 rrxri:m-no-ne+�'^-rm N.R. T6t 135 8'x -o 8" PRECAST W12" RECESS DOOR U -LINTELS 1 $ Oil AAF, L CfiITRACTOR TO VERIFY LOCATIONS OF 5EARW-7 WALLS 4 SEARIW4 POINTS UV TR1J5$ MANUFACTUFZER PRIOR TO CONSTRIIGTIGN- 2. CONTRACTOR TO VERIFY ALL 5 BEFORE ORDERiNG. 3. TP -65 CCt" ANY TO PROVIDE INDIVIDUAL TR1155 ENGINEERW3. 4. CONTRACTOR TO PROVIDE PLA_00D S e WALL 4 ROOF JOINTS PER FEJC W32 4 9¢}32.1 LINTEL N0, GRAVITY TYPE TYPE L,EN #5 REBAR AT TOP BRF6-03 6RF30.0B RF14-0 8RF18.OB 8RF22-0B 8RF26-03 8RF30-08 BRF6-1B BRF10-1B 8RF14.-1B 691518-iB BRF22-IB BRF26-13 8RF30-13 4'-4' <52') PRECAST r1489 �1827 A. 3412 4982 6472 79474164'-6' 4 9 2 82 2714 3600' 4487 : 5375 62641702 (54°) PRECAST sF20-15/IT 3412 4982 6472.. 7947 9416 10878 (68') PRECAST N z_ , '. #5 REBAR AT.BOTTOM 832 "1602 1550 1 2056` "2566I 3075 35955'-8' 1153 21 2 4074 6472 11 6516 5814 6839 5'-10' (70') PRECAST 735 r 9 -142 297b 3, Installation of [Intel t.coayly with aha aronitacturdi a/or *Vuc4wal s*awings, 1103 2051 3811 1 6472. 6516 I 5450 j ` 6411'-) 6'-8' (80') PRECAST . - 822 907 1677 2933 25763223 72 1 4522 907 1677 2933 4300 .6730. - 838177 1 6707 7'-6' <90') PRECAST 665 7_61- 1377 2252 1958 2451.,1... 2944 I 3439."� 764 3377 2329 3609, 5492 6624 5132 9' -its (116') PRECAST 371 420 834 -1253 1071` "1342 ' 1614 I 16.84 535 1 928 11497 1 2179;,1 2618, 1 3595 2575 8" PRECAST W/ 2" RECESS DOOR U -LINTELS �z - UPLIFT ". LATERAL TYPE, LEND RF -1 8RF1 8RFl4.k BRF38-1 RF22-1 RF2 RF30.1 BRF6-2 691510-2j8RF14-21244 ' RF18-4RF22-2[3RF2, RF3 -2f ORU6 89156 4'-4' (52') PRECAST - "1244 6 e ' 1514 2339 3170 4008 .'4850 5696 932 932 (54') PRECAST 1192 1192_ 1507 1 2311 .3121 1 3937 1 -4756 5577 1455 2290 3036 38371-4643 5453 883 053 - 5'=8' <68') PRECAST 5'-10' <70') PRECAST 924. 1 1172 1795 ['2423 3055 '3689 ,4325 924 1 32 1741 2357 1' 2978 1- .3603 4230 B96X' 1138 1 1742 `23521 29651 3581 4198 -896 1099 _90 2288 2891. 3497 4105 501 501 469 469 1 .. .. .... _ T 6'-8• ($i)•) PRECAST I 77B-` 770 882 1 1513 2042 1 2573 ..-3107 3642 ' 956 1 1468 l07 19 1 25091.3035 i�3563 e3a 1100 r. 7'-6- (90) PRECAST 688 1 1325 I 1810 1 2280 i ,27531 3227 849 1302 [ ' 1762 1 22251 r, 26901 3157 7 10 - .941 _..._. (116') PRECAST j, 1 15330 433 808 1123 1413 1704 199,5 533 1 527 1009 13691 1728 2088 2450 xaFnucF va uF HY 15/. FOR GRADE 40'FIELD gib ' REBAR 614 $ Oil AAF, L CfiITRACTOR TO VERIFY LOCATIONS OF 5EARW-7 WALLS 4 SEARIW4 POINTS UV TR1J5$ MANUFACTUFZER PRIOR TO CONSTRIIGTIGN- 2. CONTRACTOR TO VERIFY ALL 5 BEFORE ORDERiNG. 3. TP -65 CCt" ANY TO PROVIDE INDIVIDUAL TR1155 ENGINEERW3. 4. CONTRACTOR TO PROVIDE PLA_00D S e WALL 4 ROOF JOINTS PER FEJC W32 4 9¢}32.1 COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without copyright laws. LINTEL 6PA1N CHART LINTEL N0, ROOF PLAN 1/4" = I'-0" TYPE LENGTH #5 REBAR AT TOP TYPE DES'ZGNATI�td� 8F16-0B/1T MIN, (1) REC4'D m z' CLEAR = FILLED WITH GROUT / U =' UNFILLED' A. 11(11 0 QUANTITY OF 4#5 REBAR AT C,M.U, -BOTTOM ,OF LINTEL CAVITY a :I c 8F16-1B/1TGROUT sF20-15/IT 111-411 L. LQUANTITY N z_ , '. #5 REBAR AT.BOTTOM NOMI AL'WIDTH OF is . OF LINTEL CAVITY NOMINAL HEIGHT REBAR AT TOP 2. Shore filled li tals as roc*Aro L 6. Ona 91 rebar➢ay be substituted for two 5 reaare In 3, Installation of [Intel t.coayly with aha aronitacturdi a/or *Vuc4wal s*awings, BOTTOM REINFORCIN 4. Lintela are Blairs with 5-111' " notchn at tho Wck to 4crrmmodate vaults( call raldfcrcirr3 arra = -s/a'nCt un PROVIDED IN LINTEL ears load tabl by calculating t}rm maxim m rasletinglirlWla 111-41.and kea with a nonksal hat of a, or axc ,d Ute, 8' NOMINAL WIDTH (VARIES) COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without copyright laws. LINTEL 6PA1N CHART LINTEL N0, SPAN TYPE LENGTH LO1 4'-0 8F16-0B/1T 51-411 L02 61-411 SRF14-15/1T 11(11 0 L03 161-0" sF20-15/IT 111-411 1.04 31-211 SF16-O5/1T 4'-011 ..pa'*'E.'"•� Cr- VENTILATED ZPA_- a 2A15,9 6r`. i -1f-W4 OF 6PACE (2;05040/300) 0) x ba=it 6F-. 4 C* VEt1TIWz (3' A5V.:.AVr O"2r COFN V-=NT51 - 3:43 TO 5Ae3 6F -Bt. ,X. - 20k, > AVE G Ot* I,CE `✓1 1711 Y .s 343 TO 131 5P. (Mir -0 -F_-OF V-_�€To (N.Y`-T AREA 3' N l / V EAV5 1i'.EJ � 4 ✓N- T(e) ($.^E 51-W.) 4 r2 - 1446tz ill Ts�llw€ezO �,$P- _6a_0L SIZE L YaTAI' 14G7j CUT CUT alla I FFiEF ( 1� d' alb 26 _TISr1` R7 _.I 55,1 10' x 3. 1 (w a 2S.`'. Sa iii - V75 l.iT7� 'iC TC71?FY _TAT,G ca � Pte. RIIIP4 �1',^" $ 4 eEA JaI i' i -OI QTS Citi l,jA F-AGTISR'cR PFFJa;; TO C4445Trc:l'_.!::Jtd 2. ^iTRA(_TOR TO / "Pii T- Ca4TP"'11A,GT0R TO ,,'=-*;FY .ALL TF 155 E& ORDER 3. TR.i&6 COI"tP.,A JY TO P-r.J'AD INClvl+."?11. l Tr"ul5a 1hlEiwl��'--'�' 4, LONG aPAN gn-1.111 INCLS OE: (1) 1 FCFE10AR IN 5oTTt✓t'f 4 f1) 45 ? CCNT_ IN TOP ECT. GRADE PLyuk�®D (TYP.) =-\ PIQS-ENCsINEEF4-=D WOOD TRJSPrES Al 2'-2)' OCG- TYP. (UNO) ADD 2x4 DIACx. 5RAGIrr. a 4'-0' Or- W/ (2) 16d 0 TOP OF BLOCK HEIGHTS 7 �' J 8'-0" TOP OF BLOCK (NORMAL) QZZT II'4' TOP OF BLOCKRRAME LINETYPE LEGEND NEW BLOCK WALL NEW INTERIOR FRAME WALL mels mumuuul INSULATED FRAME WALL NOTE: NETA16 - AT ALL CMU WALL TO TRUSS JUNCTIONS (10) 10d NAILS FOR SINGLE PLY TRUSSES (9) 16d NAIL -5 FOR 2 OR 3 -PLY TRUSSES MT512 - AT ALL FRAME CONSTRUCTION TO TRU56 JUNCTION5 NOTE: ROOF AND WALL 6HEATNING AND NAILING SEE SHEET A5, 5ECTION XI AND XII 2X4 MO iCINCs a 45' O,G 5E11L E`EN Tr4 S ■ I&T Tl -E BAYS - TOENAIL I"FIEPSAYS 7oEtLAIL -! Sii"kPr.3v l5TAM24 (2} 1bd NAILS. -- E C l Cr 3°tU '+SRT (X- GA13LE E�,P Tom. INSTALL 1GV (9) lOct TYPICAL DIRECT TRUSS T MASONRY 1as2 4«' TAI�C�I ' T NNECT'IO [}ETAIL N.T.s. ORTITF145 Q 2x1, Cf_XZ . (7YP.) tLV (a) R.0 1�^d NAILS TO G1 ..F. E114D TR1S5 o 6' O-- 2x6 0 24' Cly. P'T 2u.7x (5TP s2 C EVE-TTER) W 1/2' ANr:'H R r»G_T5 9 32' O.C. (NAIL 50TT4,t'1 C4"IO'f4;1 OF TRI45 W I&CI NAiL5 e ' OC- 8'-0" A.F.F. BEARING C'�Nc ®®C® 0 n 0 ® V G�� //VC.. 00 Job No: 18-011 1351e: 4 MAY 2018 Scale: AS NOTED Fawn y: KGM Revised: Ol STEPHEN R. COLD AR 0010041 L i. -rw pr ecasn ncelo R Iqz+ PO poi. Excelatlon: 5afo loads for uunfilled iintale m> sot be reduced 2. f'c prsstrve"d IlM41s - 6000 Pet by 2 If baarklg larlgth la 1 than 6-I12'. 3.. Ua groat - ^ Pot w/ Maximum 3/8' 4!aermgata- CC G m;n[awe+ nest �sP ecr.Pr�siv� strm:- t11 i9PFddi 5afs loade for all raoseeod Ilrtela.baeed on. 6' nominal 4. C:oncrestPs masonry sen:ta rJ) prsr ,481'M WI Pet, bearir>g, 2, NRiatact .R. s P4ot 5. isbar provldeel In prat llyd4l her A6171 A.615 G960. Field mbar powASVI A6� CRAO or GR - 6. Pr eetransifxj Wandp� A5TM A416 grads 2.10 " relaxatirm. 3. Sara loads are total oupa My;v allowable load on the '1. '1/32 w[rd per ASTM ASSN. aoctlon apecirsd 3. Mortar par ASTM 0-210 tjs M or S. 4. Pare loads ba®ed on rade' 40 or grade rap rletel rebar, Q 5. Additional laWal load capacity tw be obtatnad by tha doal9nar by providing addional rainfcreod masonry L Provide full mortar land and bed ,7olrM. above the precaat 16ttal, , 2. Shore filled li tals as roc*Aro L 6. Ona 91 rebar➢ay be substituted for two 5 reaare In 3, Installation of [Intel t.coayly with aha aronitacturdi a/or *Vuc4wal s*awings, a' Iinta■s only: 4. Lintela are Blairs with 5-111' " notchn at tho Wck to 4crrmmodate vaults( call raldfcrcirr3 arra 1, The der( may evaluate eoncardrated loads from the 5. All lintata a L13,60 vertical defleet1cm ears load tabl by calculating t}rm maxim m rasletinglirlWla 111-41.and kea with a nonksal hat of a, or axc ,d Ute, Moment and oix4ar at d -away rrom.ths face of t 6, l5ottmm lialei added rebar to be Iaaa'.ed at the tvv of Va Itntsf cavltV. 5. For =a:r oolte Intel haighte n7t oi>cun, u0s Oafs load from 7, -1132' diameter wire atvryws are alalded to the bottom e44MI for nvctwnicai areboracge. next lowerr holgM $, Caot-in-place ccnast® may be provided In ce,Tposito Vital in iiao-of'czkaetd masary Mita. e. All oara loacI6 in ulito of pcAjiO4 per linear root, 5- rare load ratfrQo baosel on rational design ar:alys16 per ACI 315 and ACI 530 `ior written consent from ODG, Inc., is a violation of Federal C'�Nc ®®C® 0 n 0 ® V G�� //VC.. 00 Job No: 18-011 1351e: 4 MAY 2018 Scale: AS NOTED Fawn y: KGM Revised: Ol STEPHEN R. COLD AR 0010041 Sheet No: ,45 Of: EIGHT LU C1 J r Ct c� ao z Ld Q Q O 0- U) LL -1 0 LU a 0z U J O �z N Zid. M n L ® LV - M � M r � N rte kd Sheet No: ,45 Of: EIGHT ELECIM26L NOTES- L CONTRACTOR TO FFVYIVE ELECTRICAL FOR FUTURE IBUILD-CUTS, PRiVE U,AY FEATURES, 4 A"' LAND°SCAPINC-s Sr=QUIREt tENTS FSR CUSTOMER 2. COri"I OR TO PROVIDE ELECTRICAL R>_OUI IENT5 FOR Iia;i2JGATIC N 4 ALAW SYS 3. GONITZAGTOR TO FIELD YEPJFY rLOOD 4 C/2ACH LIGHTS AND T;-EIR SWITCHES MIR. C115TO!"IER ELECTRICAL. PLAN 1/4" = 11-0" COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to -these plans without prior written consent from ODG, Inc., is a violation of Federal copyright laws. ELECTRICAL LEGEND ELECTRICAL COUNT SYMBOL ceiling fan globe t5LDCs WALL Q can light 6inch 150 AMP 0 chandelier 1 50 AMP fluorescent light 2 x 4 3 MAIN exterior light 1 PSL `A' wall mount savoy 1 T Di CT 4 Q VOY/240V 1 1 chime 1 12DY/240Y doorbell pushbutton 1 F fan 50 CFM 2 50 CFM outlet PHASE u Q�r� outlet 220v 2 -Q 1:3Y UTII.-rry CO. 5y 4yy,l l"' smoke detector 5 split receptacle 3 ($ switch 5 N switch 3 way 2 3 switch double 2 3'� AL To 1 switch triple 5 INSIDE P vanity bar light 2 1=R= __ I-V4Al- CARD 04 Gtl ELECTRICAL RISER DIAGRAM -�' � 6/8°x�' Cu U.F.E•R. TO SCALE* N. -S. GROLND f BAR ELECIM26L NOTES- L CONTRACTOR TO FFVYIVE ELECTRICAL FOR FUTURE IBUILD-CUTS, PRiVE U,AY FEATURES, 4 A"' LAND°SCAPINC-s Sr=QUIREt tENTS FSR CUSTOMER 2. COri"I OR TO PROVIDE ELECTRICAL R>_OUI IENT5 FOR Iia;i2JGATIC N 4 ALAW SYS 3. GONITZAGTOR TO FIELD YEPJFY rLOOD 4 C/2ACH LIGHTS AND T;-EIR SWITCHES MIR. C115TO!"IER ELECTRICAL. PLAN 1/4" = 11-0" COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to -these plans without prior written consent from ODG, Inc., is a violation of Federal copyright laws. ELECTRICAL LEGEND ELECTRICAL COUNT SYMBOL ceiling fan globe 4 Q can light 6inch 19 0 chandelier 1 fluorescent light 2 x 4 3 � exterior light 1 U� wall mount savoy 1 T cable tv outlet 4 Q ceiling receptacle duplex 1 1 chime 1 doorbell pushbutton 1 0 fan 50 CFM 2 50 CFM outlet 35 u Q�r� outlet 220v 2 -Q outlet gfi 4yy,l l"' smoke detector 5 split receptacle 3 ($ switch 5 N switch 3 way 2 3 switch double 2 switch quad 1 switch triple 5 vanity bar light 2 1=R= __ `NC'° 0® o � cz ® n o ® ci c G �z ®oo Job No: 18-011 Date: 4 MAY 2018 Scale: AS NOTED Drawn By: KG M Revised: STEPHEN R. COLD AR 0010041 0 i. ca s am M s a Iti Z Z r� M Q W N � t'■ a U� LLJ wQ U �. 0 1 v� w o � a. -r v� 0 i. ca s am M s a Iti C N t'■ � M �. 0 1 a. O M -Q M l"' N p� 0 i. ca s am M s a COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc. ,is a violation of Federal copyright laws. o° 0 o D G CS "NC OD' Job No: 18-011 Date: 4 MAY 2018 ca e: AS NOTED Drawn By, KGM Revised: AA A, � "1 STEPHEN R. COLD AR 0010041 Z Q z N 40 C� o O Z � N Z CD > M M � O LL d' 0 r� g a T Cm r- 40 N ■ V CD > M M � a cC°o Q L O M M M r 5 N N V r� g a T Cm GENERAL CONSTRUCTION CRITERIA I REINFORCING STEEL I. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED IN ACCORDANCE WITH ASTM A 615, A 161, A 61'1, OR A "106. II FOOTINGS AND FOUNDATION: I. FOOTINGS SHALL BE LEVEL OR STEPPED 50 THAT BOTH TOP AND BOTTOM OF SUCH FOOTINGS ARE LEVEL. THE TOP OF ALL FOOTINGS, EXCEPT MONOLITHIC SLAB -ON -GRADE INTERIOR FOOTINGS, SHALL BE A MIN, OF 8 INCHES BELOW FINISHED GRADE LINE. 2. THE OUTER BAR OF FOUNDATION STEEL SHALL BE CONTINUOUS AROUND CORNERS USING CORNER BARS OR BY BENDING THE BAR. IN BOTH CASES THE MINIMUM BAR LAP SHALL_ BE 25 INCHES. 3. A SOIL OR WASTE PIPE OR A BUILDING DRAIN PASSING UNDER A FOOTING OR THROUGH A FOUNDATION WALL SHALL BE PROVIDED WITH A RELIEVING ARCH OR OTHER APPROVED METHOD, 4, FOOTING DOWEL BARS SHALL BE PROVIDED FOR ALL REQUIRED VERTICAL WALL REINFORCEMENT LOCATIONS. 5. FOOTING DOWEL BARS AT EACH LOCATION SHALL BE SAME SIZE AND QUANTITY AS THE VERTICAL WALL REINFORCEMENT ABOVE, 6. ALL FOOTING DOWEL BARS SHALL HAVE A STANDARD 90 DEGREE HOOK AND SHALL BE EMBNODED 5 INCHES INTO 8 INCH FOOTINGS, AND A MINIMUM OF 6 INCHES INTO ALL OTHER FOOTINGS. DOWEL BARS SHALL LAP VERTICAL WALL REINFORCEMENT A MINIMUM OF 25 INCHES. 1. IF STEMWALL EXCEEDS 32", FILL ALL CELLS WITH GROUT AND APPLY (U 05 VERTICAL e 4' O.C. MAX. 8. IF STEMWALL EXCEEDS 48", FILL ALL CELLS WITH GROUT AND APPLY (1) •5 VERTICAL o 4' O.G. MAX AND (1) "5 HORIZONTAL e 24" O.C. IN U -BLOCK III CONCRETE: 1. STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND SHALL CONTAIN A MIN. COMPRESSIVE STRENGTH IN 28 DAYS OF 2500 P.S.I. UNLESS NOTED OTHERWISE. 2. USE 4" 2500 P.5.1, GONG. SLAB w/ 6x6 • 10/10 W.W.M. REINF. OVER . 006 VAPOR BARRIER OR FIBERMESH CONC. OVER TERMITE TREATED AND WELL COMPACTED GLEAN FILL. IV MASONRY: I. MASONRY UNITS SHALL BE HOLLOW OR SOLID CONCRETE UNITS IN ACCORDANCE WITH A5TM C 90 OR C 145, AND SHALL HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 P,5.1. 2. MORTAR SHALL BE EITHER TYPE M OR 5 IN ACCORDANCE WITH ASTM C 210, 3. ALL MASONRY WALLS SHALL BE RUNNING BOND OR STACK BOND CONSTRUCTION WHEN MASONRY UNITS ARE LAID IN STACK BOND, 9 GAGE MINIMUM HORIZONTAL JOINT REINFORCEMENT, IN ADDITION TO REQUIRED VERTICAL REINFORCEMENT, SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN 16" O.C. V CLEANOUT OPENINGS: 1. CLEANOUT OPENINGS SHALL BE PROVIDED FOR CELLS CONTAINING SPLICED REINFORCEMENT WHEN THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT. 2. WHERE CLEANOUT OPENINGS ARE REQUIRED. AN OPENING SHALL BE PROVIDED IN THE BOTTOM COURSE OF THE MASONRY CELL TO BE FILLED. 3, CLEANOUT OPENINGS SHALL HAVE A MINIMUM AREA OF 12 SQUARE INCHES AND A MINIMUM OPENING DIMENSION OF 3 INCHES. VI GROUTING I. GROUT SHALL HAVE A MAXIMUM COARSE AGGREGATE SIZE OF 3/8 INCH PLACED AT AN 8" TO 10" SLUMP AND HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2,500 P.5.1. AT 28 DAYS WHEN TESTED IN ACCORDANCE WITH A5TM C 1019, OR SHALL BE IN ACCORDANCE WITH ASTM C 4'16. 2. MASONRY PROTRUSIONS EXTENDING 1/2 INCH OR MORE INTO CELLS OR CAVITIES TO BE GROUTED SHALL BE REMOVED FOR GROUT POURS OVER 5 FEET, 3. SPACES TO BE GROUTED SHALL BE FREE OF MORTAR DROPPINGS, DEBRIS, L005E AGGREGATES, AND ANY MATERIAL DELETERIOUS TO MASONRY GROUT, VII ANCHOR BOLTS: I, ANCHOR BOLTS ARE REQUIRED AT ALL INTERIOR AND EXTERIOR LOAD ERG. WALLS. 2. ALL ANCHOR BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 6" IN CONCRETE WITH 2" MINIMUM HOOK, UNLESS OTHERWISE INDICATED, ALL ANCHOR BOLTS FOR SILL PLATES, NAILER5 ETC., SHALL BE INSTALLED WITH PLATE WASHERS 2"x2"A/8", OR V DIA, x1/8" THICK ROUND WASHERS, BOLTS SHALL BE ASTM A301, WASHERS SHALL BE ASTM A36, HOLES IN WOOD PLATES AND WASHERS SHALL BE 9/16" FOR 1/2" BOLTS. 3. INSTALL ANCHOR BOLTS A MINIMUM OF 21" O.G. , AND WITHIN 12 INCHES FROM THE END OF ANY PLATE, AND WITHIN 6 INCHES EACH SIDE OF PLATE SPLICES. 4, ANCHOR BOLTS IMPROPERLY ALIGNED OR OMITTED SHOULD BE REPLACED W/ 5/8"x 6" RED HEADS VIII FRAMING I. ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED PER ATTIC AND TPI AND NATIONAL DESIGN STANDARDS FOR WOOD CONSTRUCTION. 2. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE, OR SOIL SHALL BE PRESSURE -TREATED, 3. SOLID BLOCK ALL JOISTS AND RAFTERS AT POINTS OF SUPPORT. 4. PROVIDE BRACING IN THE FIRST TWO FRAMING SPACES AT EACH END OF FLOOR SYSTEM, SPACED 4 FEET ON CENTER MAXIMUM. BRACING MEMBERS SHALL BE FULL DEPTH OF JOIST OR TRUSS. 5, WHEN A GABLE ENDWAL EXTENDS FROM THE FLOOR TO THE ROOF SHEATHING AND IS NOT SUPPORTED BY A CEILING DIAPHRAGM, ENDWALL ROOF BRACING SHALL BE PROVIDED PERPENDICULAR TO THE RAFTERS OR TRUSSES IN THE FIRST TWO RAFTERS OR TRUSS SPACES AT EACH END AND SHALL BE SPACED AT 4ft. MAXIMUM ON CENTER, BRACING MEMBERS SHALL BE FULL DEPTH OF RAFTERS OR TRUC25 TOP CHORDS, IX ROOF TRUSSES: I. TRUSS SPACING 24" O.C. UNLE55 NOTED OTHERWISE. 2. REFER TO TRUSS ENGINEERING FOR BRACING OF TRUSS IN ADDITION TO HIB -91 SUMMARY SHEET RECOMMENDATIONS FOR HANDLING INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 3. FOLLOW MANUFACTURE INSTALLATION RECOMMENDATIONS FOR HANGER CONNECTIONS IF HANGERS ARE REQUIRED. 4. SEE PIGGYBACK DETAIL SHEET FOR PIGGYBACK ATTACHMENT IF PIGGYBACKS ARE REQUIRED, 5. IT IS THE BUILDING CONTRACTORS RESPONSIBILITY TO INSURE TRU55ES ARE INSTALLED CORRECTLY. 6. ALL TRUSSES SHOULD BE ERECTED PLUMB. 1, DO NOT CUT OR DRILL TRUSSES. 8. TRUSS MANUFACTURER TO PROVIDE ALL GABLE END TRUSSES WITH INTERMEDIATE STUD MEMBERS 16" D.C. 9. PREFABRICATED STRUCTURAL WOOD ROOF TRUSSES SHALL COMPLY WITH NIFFA NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, TPI DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES, AND ATTIC 100. ALL TRUSSES TO BE DESIGNED AND CERTIFIED BY THE TRUSS MANUFACTURERS REG15TERED ENGINEER. 10, AT VOLUME CEILING CONDITIONS, ALIGN TRUSSES TO PROVIDE A SMOOTH AND UNBROKEN INTERIOR WALL SURFACE FROM FLOOR TO CEILING. II. BRACE TRUSSES DURING ERECTION AND AFTER PERMANENT INSTALLATION PER TRUSS ENGINEERS SPECIFICATIONS. 12, PROVIDE ADEQUATE BRACING AND BRIDGING TO TRU55ES TO RESIST WIND AND OTHER LATERAL FORGES. 13. CONTRACTOR TO VERIFY ALL SPANS AND FLOOR TRUSSES PRIOR TO ORDERING X FLOOR SHEATHING: 1, FLOOR SHEATHING SHALL BE 3/4 INCHES T4G OR EXPOSURE 1, G -D SHEATHING GRADE PLYWOOD, OR BETTER 2. INSTALL FLOOR SHEATHING WITH LONG DIMENSIONS PERPENDICULAR TO FRAMING AND STAGGER ALL END JOINTS 1/2 PANEL LENGTH IN ALL ALTERNATE ROWS. 3. INSTALL 2x WOOD BLOCKING AT ALL PANEL JOINTS INSTALL NAILS FOR ALL FLOOR NAILING EDGE CONDITIONS. 4. FLOOR SHEATHING NAILING USE 8d NAILS AT 4 INCHES O.C. AT ALL EDGE CONDITIONS AND 8" O.C. IN THE FIELD (GLUE 4 NAIL). 5. FOR NAIL GUN USE REPLACE 8d NAILS WITH SENCO 2-1/4" X •131 4 PASELODE 2-1/4" X •099 PNEUMATIC NAILS MAY BE USED IN LIEU OF 8d COMMON NAILS. NAILED d 4" O.C. EDGES 4 m 6" O.C. FIELD. XI WALL SHEATHING: I. WALL SHEATHING SHALL BE 15/32" EXPOSURE 1, C -D SHEATHING GRADE PLYWOOD, WOOD, 1/2" 2 -M -W OR 2-M-3 OSE, OR BETTER. 2. INSTALL WALL SHEATHING WITH LONG DIMENSIONS PERPENDICULAR TO FRAMING, AND STAGGER ALL END JOINTS 1/2" PANEL LENGTH IN ALTERNATE ROWS. 3. INSTALL 2x WOOD BLOCKING AT ALL PANEL JOINTS INSTALL NAILS FOR ALL WALL SHEATHING NAILING EDGE CONDITIONS. 4. WALL SHEATHING NAILING USE Sol CORROSION RESISTANT NAILS AT 4 INCHES O.C. AT ALL EDGE CONDITIONS AND 12 INCHES O.C. IN THE FIELD. 5. FOR NAIL GUN USE REPLACE 8d NAILS WITH SENCO 2-1/4" X .131 4 PASELODE 2-1/4" X .099 PNEUMATIC NAILS MAY BE USED IN LIEU OF 8d COMMON NAILS. NAILED a 4" O.C. EDGES 4 a 6" O.C. FIELD. 6. GYPSUM (FIELD) USE Sol COOLER OR GW554 NAILS a IO.O,C, (EDGE) USE 5d COOLER OR GW554 NAILS e 1" O.G. XII ROOF SHEATHING: I. ROOF SHEATHING SHALL BE 15/32" EXPOSURE I, C-0 SHEATHING GRADE PLYWOOD, 1/2" 2 -M -W OR 2-M-3 OSB, OR BETTER, 2. INSTALL ROOF SHEATHING WITH LONG DIMEN51ON5 PERPENDICULAR TO FRAMING, AND STAGGER ALL END JOINTS 1/2 PANEL LENGTH IN ALTERNATE ROWS. 3. FASTEN ROOF SHEATHING TO ROOF FRAMING AS FOLLOWS. ROOF NAIL PATTERN: 2 ROOT EDGIE 4. -',, (1) ZONE I - USE Bd RING SHANK NAIL5 WITH 2 A .113" SHANK DIA., 16 TO 20 RINGS PER INCH, MIN. 0.28" FULL HEAD 4 MIN, 2" IN O 0 LENGTH m 6" O.C. PERIMETER 4 12" O.C. IN FIELD GA9LE 2 0 HIP (2) ZONE 2 - USE 8d RING SHANK NAILS WITH 2 A .113" SHANK DIA., 16 TO 20 RINGS PER INCH, MIN. 0.28" FULL HEAD 4 MIN. 2" IN O3 0 ,p 1 2 2 1 0 LENGTH a 4" O.C. PERIMETER 4 6" O.C. IN 2 3 3 - 2 4 (3) ZONE 3 - USE Bd RING SHANK NAILS WITH GAeLm- A .113" SHANK DIA., % TO 20 RINGS PER INCH, MIN. 0.28" FULL HEAD 4 MIN. 2" IN LENGTH e 4" O.C. PERIMETER 4 6" O.C. IN FIELD 4. FOR NAIL GUN USE REPLACE 8d NAILS WITH 6ENCO 2-1/4" X .131 4 PASELODE 2-1/4" X .099 PNEUMATIC NAILS MAY BE USED IN LIEU OF 8d COMMON NAILS. NAILED m 4" O.C. EDGES 4 m 6" O.G. FIELD. XIII DOORS 4 WINDOWS I. ALL DOOR AND WINDOW OPENINGS SHALL EE INSTALLED PER MANUFACTURES SPECIFICATIONS. 2. ALL EXTERIOR DOORS AND WINDOWS TO COMPLY WITH FBC WIND LOAD REQUIREMENTS. XIV GENERAL CONSTRUCTION NOTES: I, THIS STRUCTURE TO BE BUILT IN STRICT COMPLIANCE WITH ALL GOVERNING MUNICIPAL CODES (CITY, COUNTY, STATE AND FEDERAL) 2. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS UNKNOWN BY THE DESIGNER AT THE TIME OF PLAN PREPARATION. (F)UNDATION PLAN BASED ON 1500 aq. Ft. DESIGN LOAD) 3. CALCULATED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS 4. CONTRACTOR TO VERIFY ALL BEARING LOCATIONS, ALL MEASUREMENTS, ALL AREA TABULATIONS, AND ALL MATERIALS SPECIFIED WITHIN THESE DOCUMENTS PRIOR TO CONSTRUCTION. 5, STRUCTURAL AND FRAMING MEMBERS INCLUDING MICRO LAMS, GLUE LAMS, STEEL I BEAMS, PLATES, POSTS, FLOOR AND ROOF TRUSSES AND WOOD I BEAMS, BUCKETS AND BRACKETS AND BOLTS, ARE BASED ONLY ON AVAILABLE CATALOG INFORMATION AND ARE TO BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 6. ALL STRUCTURAL CONCRETE WORK INCLUDING (RETAINING WALLS, PAD FOOTINGS, CONTINUOUS FOOTINGS, STEM WALLS, INTERIOR AND EXTERIOR BEARING POINTS, AND CONCRETE LINTELS) ARE TO BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 1. ALL WIND LOAD CALCULATIONS AND DESIGN CRITERIA ARE BASED ON AN "ENCLOSED" STRUCTURE. ANY BREACH OR PENETRATION OF OPENINGS, SUCH AS WINDOWS, DOORS, GARAGE DOORS, ETC. DURING STORM EVENT WILL COMPROMISE STRUCTURAL INTEGRITY. "1/8" TEXTURED FINISH - 15" FELT BOND BREAK LATH W/ PAPER BACKING MEMBRANE BRIDGE FLASHING MINIMUM R-19 INSULATION INTERIOR GYP. BIRD. W/ PERMEABLE OR SEMI- PERMEABLE FINISH FLASHING / CONTROL JOINT • s I ELEV y.•WOOD FURRING STRIP (IX4 OR IX2) 5/8" TEXTURE FINISH OVER CMU BLOCK INTERIOR GYP. BIRD. W/ PERMEABLE OR SEMI- PERMEABLE FINISH CONC. BLOCK WALL PERMEABLE OR SEMI PERMEABLE INSULATION MASONARY DRAINAGE ASSEMBLY SCALE: 3/4" - 1'-0" GROUTED C-1 - r 1-5 VERT BAR IN POURED CELL IF SHOW ON FLOOR PLAN --\ FIN15H PER ELEVATION 0.091" DIA, x 1.15" T -NAILS s 6" O.G. OR 3/16" DIA, x 2" TAPGON5 6 10" O.G. N OR DOOR FRAME TO BLOCK PER MANUFACTURER'S SPECIFICATIONS (3) \" x 6" WOOD CASING EXPANSION BOLTS METAL THRESHOLD SOLID CORE DOOR JAMS 10 EXTERIOR DOOR SILL PROVIDE I/2" ANCHOR BOLTS OR 5/8" x Y SLEEVE ANCHORS IN 2" x 6" PT GARAGE DOOR BUCKS a 24" O.O. (MIN. 3) - FINISH PER ELEVATION GARAGE DOOR 4TRACK �E IIIIIIl11�1l1111111111�� � �� mug W-- N.T.S. N.T,5, I" x P.T. WINDOW BUCK W/ I" x 2 \ " WOOD STOOL 1 •5 VERT BAR IN TAPCONS 6 10" O.G. POURED CEL IF SHOWN OR 0.091" x 1.15" T -NAILS a 6" O.C.WINDOW AS PER G.M.U. ON FLOOR PLAN ELEVATION w,f.1'• .y FIN15H PER JAMS 10 WINDOWS GONG, SILL ELEVATION N.T.S. NOTE: ALL LAPS MIN. 25" DOWEL LAPPED W/ WALL REINFORCEMENT •5 CORNER BAR CORNER CONTINUITY OF BOND _SEAM 4 WALL REINFORCEMENT_ N.T.S. NOTE: GLEAN DEBRIS BEFC ANY SEALAN LIQUID APPLI MEMBRANE? LIQUID APPLI MEMBRANE CONTINUOU5 1 FLASHING. FU WOOD SUBST ADJACENT B PRE -CAST 811 TYP. CMU FLASHING DETAIL NTS MINIMUM WALL 4 HEADER STUD REQUIREMENTS LIMITING HEIGHT5 MAXIMUM HEADER SPAN (FT,) 3' 6' 9' 12' 15' IB' SPRUCE PINE FIR I6" NUMBER OF HEADER STUDS 8'-0" SUPPORTING END OF HEADER 1117-7, 16" 2 2 2 2 16" UNSUPPORTED STUD NUMBER OF FULL LENGTH STUDS WALL HEIGHT SPACING AT EACH END OF HEADER 12'-0" 121N. 2 2 3 3 3 3 lo' oR LE86 16 IN. 2 2 3 3 3 3 2X8 241N. 1 2 2 2 2 2 121N. 2 2 3 4 5 5 GREATER THAN 10' 16 IN. 2 2 3 3 4 4 241N. 1 2 2 2 3 3 • THE HEADER STUD SHALL NOT BE REQUIRED IF THE HEADER 15 SUPPORTED BY A SUITABLE FRAMING ANCHOR. 8' MIN STANDARD HOOK 1 1/21, LIMITING HEIGHT5 OF STUDS SIZE 02 GRADE O.G. SPACING BLOCKING " OF ROWS MAX. HT, 2X4 SPRUCE PINE FIR I6" NONE 8'-0" 2X4 SPRUCE P INE FIR 16" ONE 10'-0" 2X4 SPRUCE P INE FIR 16" TWO 12'-0" 2X6 SPRUCE P INE FIR 16" ONE 12'-0" 2X6 SPRUCE P INE FIR 16" TWO 14'-0" 2X6 SPRUCE P INE FIR 12" THREE 16'-0" 2X8 SPRUCE P INE FIR 16" THREE 2X8 SPRUCE P INE FIR 12" THREE 20'-0" 8' MIN STANDARD HOOK 1 1/21, MBED ENT 1-5-\. MIN. COPE N VERT. REINF. Q IN GROUTED LU CELL LU CLEANOUT (D REQ'D FOR Zw w GROUT LIFT ■ /Sft, UNLESS FOOTING DWL, IS NOT REQ'D. 25" MIN OVER LAP ABOVE SLAB O EMBEDMENT n PER R6O6.9.4 STANDARD FOOTING HOOK REINFORCING W/ 3" MIN. COVER to ELEVATION Q GROUTED CELL L N.T.S. COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal copyright laws. WWWWOMIM me'] pan • � e squired FLASHING SEQUENCE= SEQUENCE A EC E: 314". I'-0" 1 D aGALE: 3/4" Plax i onagethe, a 1 cuts Fleehi, le one/ cuts os as ather Reslst- barley / barky FLASHING SEQUENCE SCALE: 3/4". f -O" 10 e stat pan "'moi/// Hees/ Fan "�X// e equlred i ae rsqu:red C'FLA,S {INGz SEQUENCE FLASI LING SEQUENCE �/ SCALE: 3/4" - 11 F BCALE: 3/4". G NOTES: I. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE). reslaancs bars r 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. I"9,..wdln9 3. INSTALL FLASHING 4 WEATHER RESISTIVE Ie. Y' vertical I a Haas. BARRIER TO FORM WATER SHEDDING LAPS. required ra ae req'd wlrcau 1/8" (MIN.) TEXTURED FINISH GALVANIZED PAPERBACKED METAL LATH hlrg beyond :'-WEATHER-RESISTIVE BARRIER(S). INSTALL OVER MTL. FLASHING WOOD STRUCTURAL PANEL METAL FLASHING (OVER NAILING FIN WHERE APPLICABLE) SEALANT METAL FLASHING (UNDER SILL WHERE APPLICABLE) TYP• WOOD FRAMED WINDOW FLASHING W1 TEXT, FINISH NTS 0,0 0 0 n 0 D G "NC 0100 Job No: 18-011 Date: 4 MAY 2018 Scale: AS NOTED Drawn By: KGM Revised: g STEPHEN R. COLD AR 0010041 LU OU) N A Q O 0 LU LU r14 Z (D Zw w z ■ � Sheet No: AS Of: EIGHT P%. Q l- M ■ � Q O n A IL 2:% to L O M M l"' U) V Sheet No: AS Of: EIGHT