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HomeMy WebLinkAboutBUILDI NG PERMIT APPLICATION_NOTE: SEE WINDOW, DOOR, AND FINISH SCHEDULE ON SHEET EV�2 t 1 2" CMU COLUMN '-7" I, 5'-3" 52'-0" 11IN11111110 --------------- II PATIO O I I 18'0"X 12'O" I I OPEN WITH HIP ROOF I I II 25'-1 " 1 1 1 2'-4" " 1,1 11 6-0" II II II /� //��\\ I H+B 4" STEP I ltl OD I f�I C�\NN I I 1 1-4 " 0 1 2'-1 O" N W " ® ® DW 12'-4 z w c 1 } 1 05 U O F..._I 0) DG ` 1 BEDROOwl3 - 1 2' 0" X 1 2' 8" O M 001 m O 1 02 N r MASTER BEDROOM b c0 r '_ 12'-2" 0 " 16' 1O" � 13 3 X WCtC.t I ' , LfVI.TIG ROOM E 1 4' 6" X 1 8' 1 O" 3'-4" 2'-7" 6' N co 4068 BIFOLD r HELVE Z_ 6�. _.. _. _..._.. .. .....__. ._ .__ ..,_, --.... ._ N IFO 1 SHELF (\J (V TUB ACCESS a 2g s. 10'-3" 3' 2' /� .. 41 v is B1tEAkfASI ,. iva86 BA`l�2 N O O 101 0" X 8' 25'-1 " m 3'-4'' 8' O" � a N © in N - x CD -i �� 0� N In OD N CO © m 2 q m 44 68 6'-8" 1 O'-O' J 1 -SHELF_ : M1O6E7L �� 4068 BIFOLIS'l ,1 N QN B�r3f 2068 1 SH LF b l0 \ ` - ... :d O NN �O ap N U) .-,... 3� 4" 2' 7" 6' 3" i0 U (� MASTER CL04EF - ��. �� 08� DI9JTN J �7 (V 4 _,... op w a m s N ,u y � 1 O' O - 1 09 N 1"' / = 1 07 00'O 7' O' �f 1 1 " 6' 1 O' 9" oe �(V� YI 00 613 p O in co 1 SHELF OW W/ IFL68 IT ;A - zx. 6'-4" BEDROOM 2 wH 4" STEP 1 2' O" X 1 2' 8" CV m SERVICE 80 gal. EO 4 DOWN 1 3'-8" 0 DISCONNECT of Wate (V WASI — 30" HIGH MECH. Y 4^SEEP HEFzIc PLATFORM �p DOWN X ... C U LINES GARAGE TOHOUSESEPAHATION INACCORDANCE:WITI-1302.6RESIDENrIAL. I-3I (Q U C — — J a N 1 ACCESS N L--- 1 1 0 5'-2" O 5' 1 0 4'-8" m I 'BLOCK:.' 11 38" '. I O -. O 200 AMP ELECT. METER MAIN 13'-0 Y I O O WITH CIRCUITS 'rtl U I I L/AI 1 y �y O LJ V 1 � I 0 �a " �j r� �R AGE 6 1 1^ I� - 1 3'-8" I 0 m N dj 2 1' 0" X 20' 1 O" N 22'-8" I -- — E3 1 --- — _-- —----- a 1 2" CMU COLUMN 8"W 1 6"D CONCRETE B AM --------------------- (3) PLCS. i CONCRETE E TENDS 3" BEYOND COLUMN AND BEAMS 1 I � 1 6' X 7' OH GARAGE DOOR 5 WN u 52'-0" HOUSE FRONT FACING ROAD FLOOR PLAN SCALE: 1 /4" = 1'-0" GENERAL NOTES 1. FIELD VERIFY ALL FIELD DIMENSIONS AND UTILITIES PRIOR TO CONSTRUCTION. 2. VERIFY ANY DISCREPANCIES WITH THE DESIGNER/ CONTRACTOR 3. OPENINGS CLOSETO INSIDE CORNERS SHOULD HAVE A MIN 4" CLEARANCE TO ALLOW FOR CASING 4. CABINETRYAND FINISHES SHALL BE SELECTED BYTHE OWNER 5. PLACE EXTRA FURRING AND BACKING TO ALLOW FOR CABINET PLACEMENT AND WINDOW TREATMENTS WALL LEGEND 6" CMU WALLS AND COLUMNS. INTERIOR OF WALLS SHALL HAVE I X PRESSURE TREATED PURRING. ALL UN -GROUTED CELLS WILL BE FILLED WITH EXPANDABLE FOAM INSULATION. EXTERIOR WILL HAVE STUCCO FINISH. INTERIOR WILL 5E SMOOTH FINISHED PAINTED DRYWALL. GYPSUM BOAKD MATERIALS TO BE IN ACCORDANCE WITH R702.3. I OF THE 20 14 FLOKIDA RESIDENTIAL CODE. FLAME SPREAD AND SMOKE DEVELOPED INDEX 'OK: WALL AND CEILING FINISHES (SECTION 302.9) Sheetrock Gyspum Panel Flame Spread 15, Smoke -Developed 0 INSULATION (SECTION 302. 1 0) Icynene R-30 Flarne Spread 25 or less, Smoke -Developed 450 or less, Owens Corning R- 131 Flame Spread 25, Smoke -Developed 50 2X4 SPRUCE STUDS @ I G" OC INTERIOR WALLS. 112" DRYWALL BOTH SIDES AND PAINTED. MIN R- I I BATT INSULATION SHALL BE INSTALLED ON ALL BATHROOM, LAUNDRY ROOM, AND LIVING AREA SEPARATION WALLS FOR SOUND. SQUARE FOOTAGE: LIVING H/C AREA 6'-10" 6'-10" " TOTAL H/C AREA FRONT ENTRY BACK PATIO GARAGE TOTAL AREA TOTAL H/C VOLUME 1743 SQ. FT. 1743 SQ.FT. 134 SQ. FT 216 SQ. FT 492 SQ. FT 2585 SQ. FT, 17,539 CU.FT. FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS # 56 Sc-lgbZZyl & Well # Date: `7-z6-or Reviewer: --p. , ,[(,ryi r SCALE: 1 /4" = 1'-011 Design By Cooper Enterprises 4.0, LLC 2511 SW Regency Rd. Stuart, FI. 34997 772-600=5300 www.cooperentllc.construction IH CEILING H SIDES OF 2X) NC. SLAB 4' �SC N ED BY 't, W 0 Z 0 U) W O d w Iz Ld Q _O n� IL Z Q J a. O I I I i-- W 00 O (N a O (10 O lJ IV N C? ON .> .� IV 00 M a LL- N on V M CIL O L- L- O 44: O ra U44Z LL- a. FILE # - SHEET # FP-1 7 JUNE. 2018 7'-6" O NOTE: SEE WINDOW, DOOR, AND FINISH SCHEDULE ON SHEET EV-2 1 2" CMU COLUMN '-7" I. 5'-3" 52'-O" I II 9' 4" FLAT CEILING P.A710 2 I 18 O" X 1 2' O" O I OPEN WITH HIP ROOF I I I II 25'-1 1 2'-4" II II I HB 4" STEP I I- DOWN 7'-6" 1 2'-1 O" EGI 9 CV ❑ ' 7 P DW l 13'-5" 1 0] Z OP 0 O 00 I D a 9' FLAT CEILING 4 105 i Q BEDROOM 3 -G I 1 04 1 2' O" X 1 2' 8" ° �l m I I 4 I Al ST R I 36''00 ° N 102 I BEDROO'M 1 I 1 3' 3" X 1 6' O" i pD 1 2' 2" I COFFEREDTO 10' I 0 FROM9'FL-AT CEIL 0 vAlLT9DCEILING i a IM-'ArG ROOM O 4'6" X 18' 10" 3'-4" 2'-7" 6'-3" Fv 00 4068 BIFOLD HELVE .: L. — — — — .-._. — _. — _ ._ _ _..1 10-3" 3' 2"6 4l. _ ._.. _.... __ __ -- _ --_ _......._..._.....,.._ __ ._.. ,.._ -._, ._., .__. _._. _.....� _... _... _.-. __.. — 19.13' Minimum Finish Floor Elevation Slab L�z N 1 SHELF N IFo r.9' VA�10TOti :�E:)LING BRIJUj S7 N - A..I_ FLAT AT 7_ i CEILING CE:II_ING �86 mZ X 8' 1 011 " cn is, Bftr 2 d 1 N v N 25'-1 i 3'-4" 8' 0" in J 00 Qo m - co z © CO N © a 106 to � cn d R d ¢ ° 3N 3'-8" 68 to 1' 6" % 6'-8" 10'-O" > -� 1 SHELF U ° M2LS7'£It �� 4068 BIFOLCSv a: cV BATH' i SH ELF OD (o • 2O68 - I I AT T = - rn 1 it IN(, ao CO W x o N a 3 4 2 7 6 3 cn m M aS7EIt C£OSET ,; VAM FLDCI 11_I15.,,00 DL9VING N co •• w z F: ,08 �:: cg ''U" 16,O'X11'6"109 N 1 O 107aING Ooe 7'-O' 1 1 " ri 6'- 1 O' 9" 109 -r m N 3068 OCR 101 O , ,. x 1 SHELF Om� 9' FLAT CEIL ING 6' 4" BEDROOM 2 0 wH - 4" STEP %❑ 12 ° X 12 8 N CO V) SERVICE 80ga1. b s DOWN '� 1 3'-8" - O �. DISCONNECT of Wate (V wnsH P30�"HIYFHOMECH. OD 4" STEP � .REFRIG CHASEUNDERSLAB LP,R � ap DOWN Y � ., CU LINES GARAGE TO HOUSE SEPARA7I ON IN ACCORDANCE WITH 302.6 RESIDENTIAL FBC 2 (T) U C O F „N , D- ATTIC (ACCESS ` cc 5-2" 0 5' 10" BLOCK:,': ::' :; ;_:5L•O• 38" e 200 AMP ELECT. '' 13'-0" Y I I Y Ud ° O I .. METER MAIN, VMTHCIRcwTS y'-4'' FI A-F'CEILING _ U O I "� EiNTRy 1 O 0 I G-AP-AGE J 6'-1 1 " rr ni <,I�� IN(, R m I (N\1 21 ' 0" X 20' 1 0" N 22'-8" I -- E3 1 --- — — ---- --- — 1 2" CMU COLUMN 8'W 1 6"D CONCRETE B AM -----— — — — — — — — — — — (3) PLCS. I CONCRETE E TENDS ;4 \ 3" BEYOND COLUMN AND BEAMS _ ,:.. 5 1 6 X 7 OH GARAGE DOOR 3'-4" 52'-0" HOUSE FRONT FACING ROAD FLOOR PLAN SCALE: 1 /4" = 1'-011 6'-1 0" 6'-10" GENERAL NOTES 1. FIELD VERIFY ALL FIELD DIMENSIONS AND UTILITIES PRIOR TO CONSTRUCTION. 2. VERIFYANY DISCREPANCIES WITH THE DESIGNER/ CONTRACTOR 3. OPENINGS CLOSETO INSIDE CORNERS SHOULD HAVE A MIN 4" CLEARANCE TO ALLOW FOR CASING O 4. CABINETRYAND FINISHES SHALL BE SELECTED BYTHE OWNER r 5. PLACE EXTRA FURRING AND BACKING TO ALLOW FOR CABINET PLACEMENT AND WINDOW TREATMENTS �J WALL LEGEND 8" CMU WALLS AND COLUMNS. INTERIOR OF WALLS SHALL HAVE I X PRESSURE TREATED FURRING. ALL UN -GROUTED CELLS WILL BE FILLED WITH EXPANDABLE FOAM INSULATION. EXTERIOR WILL HAVE STUCCO FINISH, INTERIOR WILL BE SMOOTH FINISHED PAINTED DRYWALL. GYPSUM BOARD MATERIALS TO BE IN ACCORDANCE WITH K702.3, I OF THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, Gth EDITION. FIKE-BLOCKING SHALL BE DONE IN ACCORDANCE WITH R302. 1 I OF THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, Gth EDITION TO CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BAR KIER BETWEEN STORIES AND BETWEEN A TOP STORY AND THE ROOF SPACE. FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR: WALL AND CEILING FINISHES (SECTION 302.9) Sheetrock Gy5pum Panel Flame Spread 15, Smoke -Developed 0 INSULATION (SECTION 302. 1 0) Icynene R-20 Flame Spread 25 or less, Smoke -Developed 450 or less, Owens Cornmg K- 13 Flame Spread 25, Smoke -Developed 50 0 2X4 SPRUCE STUDS @ I G" OC INTERIOR WALLS. 112" DRYWALL BOTH SIDES AND PAINTED. MIN K-I I BATT INSULATION SHALL BE INSTALLED ON ALL BATHROOM, LAUNDRY ROOM, AND LIVING AREA SEPARATION WALLS FOR SOUND NOISE ABATEMENT. SQUARE FOOTAGE: LIVING H/C AREA TOTAL H/C AREA FRONT ENTRY BACK PATIO GARAGE TOTAL AREA 1 743 SQ. FT. 1 743 SQ.FT. 134 SQ. FT. 21 6 SQ. FT. 492 SQ. FT. 2585 SQ. FT. TOTAL H/C VOLUME 15,687 CU.FT. SCANNED, SIt. urie y H CEWNG i SIDES OF 2X) NC. SUB 4• :0c:1 LpefMktt"11(�p i1a pay t L SCALE: 1/4" = Design By Cooper Enterprises 4.0, LLC 2511 SW Regency Rd. Stuart, FI. 34997 772-600-5300 www. coo perentllc. construction K 0 Z (L J IL Cf) LLJ O D� W W CL W O 4��. �V O W rq cV .> .> L 00 M � •�— CL CV O U M 0 � L- i O :tt O M U Ztt Ii 12 FILE # - SHEET # 8 AUG 2018 F' . F. O'-O" 9' LIB ARING 1-6" 200 AMP ELECT METER MAIN WITH CIRCUITS CU 9NI� ARl- NG FRONT 12 18' 3" PEAK METAL ROOFING +31.2, -35.7 PSF fro 4" BANDS AROUND DOORS & WINDOWS 18'3"PEAK .- METAL ROOFING 31.2, -35.7 ISF SLIDER 111 METAL ROOFING 9' BEARING y 12 I� 9' BI ARING 31. -35. SF E0 BACK STUCCO FINISH) 4" BANDS AROUND DOORS &WINDOW 1 '-6" y 12 6 METAL ROOFING STUCCO F F. O'-O" LAPPED SIDING 0 12 OPEN PATIO 12 6 SIDING METAL ROOFING 1-6" FF °'-O" ► 12 METAL ROOFING STUCCO FINISH 4" BANDS AROUND DOORS & WINDOWS Mal METAL ROOFING [31 275.7 PS O LEFT 4" BANDS AROUND [DOORS & WINDOWS 12 C� METAL ROOFING 12 6 METAL ROOFING 1 '-6" OPEN PATIO I= F. O:.O" 12 �6 200AMRELEC,T. .. -.METER MAN ... .. - .. . : . WITH CHRCUISS .:. SERAF .. . . .DISCONNECT .. CU STUCCO FINISH SCALE: 1 /4" = V-011 Design By Cooper Enterprises 4.0, LLC 2511 SW Regency Rd. Stuart, FI. 34997 772-600-5300 www. coopereiltlic. construction 1-6" 0 0 .l, W z 0 U) > W W z 0 Z 0 U cn F- > wW oW w =i 00 W O ^V W O O 4-J C) Vf W � d' N > > r o0 M C:) •� Q U. N "0 c6 O 7 V M coon N CL O L- i O O m U4tLLa- FILE # - SHEET # EVm 1 7 JUNE 2018 WINDOW SCHEDULE LOCATION NOMINALSIZE ROUGHOPENING MUNTINS FINISH MANU- FACTURE MODEL SERIES MATERIAL TYPE NOTES CODE WIDTH HEIGHT WIDTH HEIGHT COLOR ELEV. WINDOW HARDWARE A 23 3'-0" 3'-2" 39.3/8" 40-5/8' N/A A WHITE N/A PGT` :5500 VINYL. SH 1,3,4- B 25 3'-0" 5-V 39-3/8" 65-1/4" N/A R WHITE N/A PGT 5500 VINYL SH 1,2,3,4 C T')" V-V" 38-1/4". 18-.1/2' N/A C WHITE N/A... PGT 5500 VINYL -HR 1,3,4..: D 33 4'-6" T-2" 55-1/2" 40-5/9 N/A D WHITE N/A PGT 5500 VINYL SLI 1,3,4 E (2) 25 G-0" 5'-NL 70 65.1 4" .. N/A 'E WHITE N A ".: PGT- 5500: VINYL SH 1,2,34.:: 18-112" N/A F WHITE N/A PGT 5500 VINYL_ PW 1,3,4 G 34 i-6" 4N•6' 55.1/2' 53' N/A _ G WHITE NJA PGT 5500 VINYL _ SH 1,3,4, NOTES: 1. I MPACT WINDOWS SEE NOA TEST REPORT, PROVIDED BY MAN UFACFURER 2. R310.1.1ALL EMERGENCY ESCAPEAND RESCUE 0 PEN I NGS SHALL HAVE MINIMUM NET CLEAR OPEN I NG OF 5.7 SF 3. VERIFY MASONRY OPEN ING SIZES WITH MANUFACTURER PRIOR TO CONSTRUCTION 4. ALL WIN DO W BUCKS W I ILL BE 2X4 PRESSURE TREATED MATERIAL 0 BACK Q FRONT 0 0 O WINDOW TYPES SCALE: 1 /4" = 1'-0" EXTERIOR ALL FINISH NOTES: 1. ALL EXTERIOR WALLS WILL BE SMOOTH FINISH STUCCO 2. TOP OF WALLS WHERE IT MEETS SOFFITS OR CEILINGS WILL HAVE 4" STUCCO BAND 3. ALL WINDOWS WILL HAVE 4" STUCCO BAND 4. BACK PORCH FAMILY ROOM EXTERIOR SLIDING DOORS WILL HAVE 4" STUCCO BAND 5. FRONT DOOR WILL HAVE 6" STUCCO BAND 6. ALL SOFFITS WILL BE SMOOTH STUCCO 7. HARDI BOARD 8. ALL EXTERIOR CORNERS WILL HAVE 4" STUCCO BAND TRIM 9. WOOD COLUMNS AND BEAMS WILL BE CEDAR TRIM FINISH 1 FINISH SCHEDULE ROOM NUMBER ROOM NAME FLOOR WALLS FINISH N S E W WINDOW CASING BASE CEILINGS NOTES: SEE BELOW TYPE SIZE TYPE SILL SIZE TYPE TYPE TYPE HEIGHTAFF 1 FRONT LANAI BFC SL'.' SL. SL '_ ST 9'-4" 2 REAR LANAI RFC SL ST 9'4' 101A CLOSET WD PGW PGW POW PGW 3-1/4' WM445 PWD 5 4" 688 PWD KDTPGW SIA" 4 101 BEDROOM WD PGW PGW PGW PGW 3-1/4" WM445 PWD 5-1/N" 688 PWD KDTPGW 9'-l" 4 102A CLOSET WD PGW PGW PGW PGW 3- 4' WM445 PWD 5- 4" 688 PWD KDTPGW 9' l" 4. 102 BEDROOM2 WD PGW PGW PGW PGW 3-1/4" WM445 PWD 5-11N' 688 PWD KDTPGW 9'-T' 1,2,4 103 HALL BATH CT PGW' CT PGW.. PGW 3-t/4" WM445 PWD 5-114' 688 PWD KDTPGW 9' l" 4 104 FAMII_YROOM/KITCHEN WD PGW PGW PGW PGW 3-1/4" WM445 PWD 5-1/4" 688 PWD KDTPGW VARIES 3,4 105 MASTERBEDROOM WD PGW PGW PGW PGW 3- 4" WM445 PWD 5 4" 688 PWD KDTPGW 9'-1" 4 106 MASTER_ BATHROOM CT PGW PGW_ PGW _ PGW 3-11T WM445 PWD 5- 4" 688 PWD KDTPGW 9'-1" 1,2, 107. MASTERCLOSEF CT PGW PGW _ PGW PGW 3-1/4' WM445 PWD 5-VV 688 PWD KDTPGW 9-V' 4 108 LAUNDRY ROOM WD PGW PGW PGW PGW 3-1J4' WM445 PWD 5-1/4" 688 PWD KDTPGW 9'-1' 4 109 DININGROOM WD PGW PGW PGW PGW 3-1J4" WM445 PWD S-1/4" 689 PWD KDTPGW VARIES 1,2,4 110 GARAGE C. PGW PGW PGW PGW 3-1/4" WM445 PWD 5-1/4" 688 RND KDTPGW 9' 1" 4 FINISH LEGEND BFC: BROOM FIN ISHEDCONCRETE PWD: PAINTEDWOOD ST: STUCCO CEILING CT: CERAMIC TILL- PGW: PAINTED GYPSUM WALLBOARD SL STUCCO WALL KDTPGW: KNOCK DOWN TEXTURE PAINTED GYPSUM WALLBOARD WD: WOOD/LAMINATE SB: STUCCO BAND _ NOTES 1 PROVIDE MOISTURE RESISTANT DRYWALL 2 PROVIDE DUROCKOR E4UIVALENFBEHIND WALLTILE IN SHOWVRS 3 TILE BACKSPLASH ABOVE COUNTERTOPS 4 PRIME ALL DRYWALL AN D A P PLY 2 COATS OF PAINT )COLOR SELECTED BY OTHERS) DOOR SCHEDULE SIZE DOOR FRAME DOOR# WIDTH HEIGHT THICK MAT FINISH HDWARE TYPE BRAND ILEV. MDL# MAT. FINISH THOLD NOTES: 101A 4'-0" 6'8": : .375"- HCW PAINT N/A BF MASONITE A '" 6PANEL N/A' N/A :N/A 'BED ICLOSET 101 2'-8" 6'-8" 1.375" HCW PAINT ORB PH MASONITE B 6PANEL WD PAINT N/A BEDROOM I ENTRY 102A 4'-0'' 6' £I' 1375". -HCW PAINT N/A BF MASONITE A 6PANEL N/A N/A N/A BED 2CLOSET 102 2-8" 6-8" 1-375" HCW PAINT ORB PH MASONITE B 6PANEL WD PAINT N/A BEDROOM 2 ENTRY 103A V-6" 6'-9' 1375" HCW PAINT N/A BF NASONITE C 6PANEL N/A N/A :N A HALL BATH UNEN 103E 1'-6" 6'-8" 1375" HCW PAINT N/A BF MASONITE C 6PANEL N/A N/A N/A HALL LINEN 103 2'-8" 6'-9" 1375' HCW :PAINT ORB PH. MASONITE B' 6PANEL WD ':PAINT N/A HALL BATH ENTRY 104 2'-8' 6'-8" 1375" HCW PAINT ORB PH MASONITE B 6PANEL WD PAINT N/A PANFRY 105 2'-9' 6W ' 1375" HCW . PAINT ORB PH MASONITE _ B 6PANEL' WD PAINT' N/A MASTER ENTRY 106A 2'-8" 6'-8" 1375" HCW PAINT ORB PH MASONITE B 6PANEL WD PAINT N/A WATERCLOSET 106 2'-8" 6' 8"- 1375" HCW PAINT ORB PH MASONITE B 6PANEL WID - PAINT N/A MASTER BATH ENTRY 107 2'4" 6'-8" 1375" HCW PAINT ORB PH MASONITE D 6PANEL WD PAINT N/A MASTER CLOSET 1:08 2' S'". 6' 9' 1375"' HCW PAINT .ORB PH MASONITE _ B' 6PANEL , WD -,PAINT N/A LAUNDRY ENTRY 109 T-0" 6'-&' 175" FG PAINT ORB PH EX PLASTPRO E WD PAINT AL FRONTDOOR 110A 2'-€4' 6'4 : 17S' METAL PAINT ORB PH EX - WD (PAINT AL GARAGESERVICIF 110 16'-0" 7'-0" METAL PAINT OHD GARAGE DOOR 111' 9'-0.1 6'-8 VINYL N/A SGD PGT PA no SGD DOOR LEGEND ALALUMINUM HCM: HOLLOW CORE METAL PKT: POCKET SGD: SLIDING GLASS DOOR BF. BIFOLD HCW: HOLLOW CORE WOOD SCM: SOLID CORE METAL FG:FIBERGLASS ORB: OIL RUBBED BRONZE SCW:SOUDCOREWOOD FIR: FRENCH PH: PREHUNG WD: WOOD NOTES 1 DOOR HARDWARETO BE SELECTEDBY HOME OWNER 2. INTERIOR DOOR STYLES TO BE SELECTED BY HOME OWNER 3. DOOR CASINGSTO BE SELECTED BY HOME OWNERS 4. PREHUNG DOOR ROUGH OPENINGS ADD 2" TO NOMINAL WIDTH AND 2-1/2" TO NOMINAL HEIGHT DIMENSIONS 5. POCKET DOOR ROUGH OPENING DOUBLE NOMINAL SIZE OF DOORAND ADD 2", ADD4-1/2" TO NOMINAL HEIGHT DIMENSIONS 6. VERIFY EXTERIOR DOOR ROUGH OPENINGS WITH MANUFACTURERS SPECIFICATION SHEETS SCALE: 1 /4" = V-011 Design By Cooper Enterprises 4.0, LLC 2511 SW Regency Rd. Stuart,, FI. 34997 772-600-5300 www.cooperatlti1c.construction O IIO v1 Q W Z O r, yI W Wy �k•-N(�d'ln r Z? O I �o 0 W U 1 13 W00 z_ fN W W N = I (n w 00 O J V� O O .4—J O Ln W L d N r- O 1 00 C:)�O ro 1 N ra O d' On M W W � M W L 03 L O 0 (10 ' SHEET # ` 7 JUNE 2018 4" 200 AMP ELECT. METER MAIN WITH CIRCUITS 2 1 2" CMU COLUMN I Q I Control Joint 111 Deep Minimum VR �(�)#5 REBAR CONTINUOUS AROUND RECESS WITH 8" WIDE 1 THICKENED EDGE. 4'-0, _ rw Z Ma 3' 8" T, I8„ FOOTER"B" STEP DOWN -4,. GARAGE 4" STEP INTERIOR WALL DOWN IS NON -BEARING THICKENED EDGE "A" i" X 36" X18" D MONOL 'READ FOOTING # 5 REBAR EACH WA MIN, CONCRETE COV 0'-4" FI..AT CEILIN PA910 1 8' 0" X 1 2' 0" OPEN WITH HIP RC, ,r LPORCH SLAB TO HAVE LIGHT BROOM FINISH AND SLOPED }'PER FOOT 4" STEP 0'-0" Finish Floor Slab 411, 3000 PSI CONCRETE WITH FIBERMESH OVER 6 MIL VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED SOIL 2,500 PSF MAX. SOIL LOADING �E I I j� GARAGE SLAB TO HAVE A Z TRANSVERSE SLOPE OF 1Y," TOTAL FROM 4" STEP 0 DOWN TO GARAGE DOOR 0 OPENING LL 4GARA!3E 1 N G F O21'0"X20' 10" mC +. C9 w Z a� m� I I BEARING FOOTING — — — GARAGE — 1 & X 7' OH GARAGE DOOR +.. —3'-4"" LT-4` 22'-8" 5 14 16`-4" " STEP IN 1 2" CMU COLUMN (3) PLCS. 24" X 24" X18" D MONOLYTHIC SPREAD FOOTING (3) # 5 REBAR EACH WAY 3" MIN. CONCRETE COVER. (3) PLCS. MONOLITHIC SLAB 1 FOUNDATION SCALE: 1 /4 = 1 -0 HOUSE FRONT FACING ROAD n 12': 0" 03 �O w 0 0 — F u I "A„ — 0 I� PORCH SLAB TO HAVE 6-0" r I W I I LIGHT BROOM FINISH AND SLOPED J" PER FOOT El IN 12 6 PRE ENGINEERED TRUSSES 24" ON CENTER 5V CRIMP METAL ROOF OVER 30# FELT OVER 5/8" CDX PLYWOOD. 2X8 CEDAR FASCIA AND 1X2 DRIP STUCCO SOFFIT STUCCO TEXTURE FINISH 9" "LAPPED SIDING" 1' X 445 REBAR HOOK @ 4' O.C. V X 445 REBAR HOOK @ 4' O.C. 8„ @ BOTH SIDES EACH OPENING 3" @ 4' C. 1' 1'-18" �. 1 ' d• 3211 @ 4' O.C. 20"D 6 18"W FOOTER "A" WALL SECTION SIMPSON HETAL 20" STRAP EACH TRUSS,1810# UPLIFT, LATERAL LOADS F1=415# PERP. TO TRUSS, F2=1100# PARALLEL TO BOTTOM TRUSS CHORD R-20 ICYNENE SPRAY INSULATION R = 3.7 PER INCH OR GREATER, NON VENTED ATTIC 1/2" DRYWALL EXTERIOR STRUCTURAL SUPPORT WALL 8" CMU BLOCK WITH VERTICAL #5 BAR AND 3000 PSI CONCRETE FILLED CELL TO FOOTER @ 48" O.C. 1/2" DRYWALL WITH 1" FURRING STRIPS TO CMU BLOCK. FIRE -BLOCKING WITH 91 1X4 PT CONTINUOUS TOP AND BOTTOM OF WALL AND (1) CONTINUOUS VERTICAL FROM TOP TO BOTTOM EVERY 10 FT O.C. MAX. HORIZONTALLY. 5-1/4" BASE TYPICAL 4", 3000 PSI CONCRETE WITH FIBERMESH OVER 6 MIL VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED SOIL 2,500 PSF MAX. SOIL LOADING I 47 _ 18"W X 20"D MONOLYTHIC FOOTER SHOWN WITH (3) # 5 REBAR CONTINUOUS 3" MIN. CONCRETE COVER WALL SECTION MONOLITHIC SLAB FOUNDATION SCALE: 1 /2" = V-0" FOOTER "A" d • ,\ .e • d FOOTER "B" STEP DOWN OIr 4"T 4„ d. 4 4. 4"T 1'-8" 18"W X 20"D MONOLYTHIC FOOTER 18"W X 20"D MONOLYTHIC FOOTER SHOWN WITH (3) # 5 REBAR s'�: SHOWN WITH (3) # 5 REBAR CONTINUOUS CONTINUOUS 3" MIN. CONCRETE COVER. 3" MIN. CONCRETE COVEF® BEARING FOOTING GARAGE (1) #5 REBAR CONTINUOUS AROUND RECESS WITH 8" 18"W X 20"D MONOLYTHIC FOOTER d . . WIDE THICKENED EDGE. SHOWN WITH (3) # 5 REBAR 1'-8" 18"W X 20"D MONOLYTHIC FOOTER CONTINUOUS E. 3" MIN. CONCRETE COVER. �' SHOWN WITH (3) # 5 REBAR CONTINUOUS 3" MIN. CONCRETE COVER. 4 1'-0" d d 12"W X 12"D THICKENED EDGE (2) # 5 REBAR CONTINUOUS 3" MIN. CONCRETE COVER. THICKENED EDGE "A'1 BEARING FOOTING AT SHOWER RECESS d.. V-6" 1 24" X 24" X18" D MONOLYTHIC SPREAD FOOTING (3) # 5 REBAR EACH WAY 3" MIN. CONCRETE COVER. SPREAD FOOTING MONOLITHIC SLAB FOUNDATION FOOTER DETAILS SCALE: 1 /2" = V-0" SCALE: AS NOTED NOTE: ALL FOOTERS ARE 3000 PSI CONCRETE WITH FIBERMESH OVER 6 MIL VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED SOIL 2,500 PSF MAX. DESIGN SOIL LOADING Thomas E. Audit Florida Professional Engineer License No. 31419 PO Box 562 Alachua, FI. 32616-0562 352-214-7300 tomaudit@windstream.net 6 AUG 2018 SEP 11 2013 Permitting Departr St. Lucie County, O a I-- IL fN U= Ld [] Z O W 2� c N 00 LA W O 4-J CD � LU �t N o °` .> .; 00 � M O Il� .^ Q fV "a (1 O an V M N C L L O O V kl._� FILE # SHEET # smi 200 AMP ELECT. METER MAIN WITH CIRCUITS N" 1 N -I 8" CMU BLOCK WALLS SCALE: 1 /4" = 1-0" HOUSE FRONT FACING ROAD 1E on BEAM SCH EDU LE BEAM ID LOCATION TYPE TOP OF BEAM SIZE REINFORCEMENTOTHER REINFORCEMENT NOTES TOP I MIDDLE I BOTTOM IB-2 I REAR LANAI ICAST IN PLACE 19'-1" AFF 18X16 1(2) #5 1(2) #5 143 STIRRUPS 12" O.C. See S-3 ED 21 B❑ ZI 7❑ CAST-CRETE LINTEL SCHEDULE SAFE APPLIED SAFE APPLIED MARK TY LENGTH GRAVITY UPLIFT UPLIFT COMPOSITE NOTES e e e e ®J • �� I • • J n I J • A /. 's � �' ' I . I e J. • J o�> I 71 114'-6" #5 FIELD ADDED REBAR AT TOP OF COMPOSITE U-LINTEL �- MIN. (1) REQUIRED. MIN. +' 1-1/2" COVERAGE 24" NOMINAL ' HEIGHT 3000 PSI CONCRETE FILLED QUANTITY OF #5 FIELD ADDED REBAR AT BOTTOM OF U-LINTEL CAVITY FOR GRAVITY LOAD PRE ENGINEERED TRUSSES 24" ON CENTER 5V CRIMP METAL ROOF OVER 30# FELT OVER 5/8" CDX PLYWOOD. 2X8 CEDAR FASCIA AND 1X2 DRIP STUCCO SOFFIT (2) - 1 X 4 #k5 REBAR HOOK EACH COLUMN 1 NA 18"OH (2) PER COL 7 i - [ . : , .. 11 .' - .. : . 18"D 12 6 1T WINDOW T I WINDOW 8F22-113/1T 1FRONTDOOR BEAM TYPE DESIGNATION FILLED WITH 3000 PSI CONCRETE / U = UN -FILLED QUANTITY OF #5 FIELD ADDED REBAR AT BOTTOM OF U-LINTEL CAVITY FOR GRAVITY LOAD 8F24-1 B/1 T JI L QUANTITY OF #5 FIELD NOMINAL WIDTH J ADDED REBAR AT TOP OF NOMINAL HEIGHT COMPOSITE U-LINTEL FOR UPLIFT LOAD SIMPSON HETAL 20" STRAP EACH TRUSS,1810# UPLIFT, LATERAL LOADS F1=415# PERP. TO TRUSS, F2=1100# PARALLEL TO BOTTOM TRUSS CHORD R-20 ICYNENE SPRAY INSULATION R = 3.7 PER INCH OR GREATER, NON VENTED ATTIC 1/2" DRYWALL EXTERIOR STRUCTURAL SUPPORT COLUMN 12" CMU BLOCK WITH (2) VERTICAL #5 BAR AND 3000 PSI CONCRETE FILLED CELL TO FOOTER. 8" W x 16" D BEAM AT TOP. 4", 3000 PSI CONCRETE WITH FIBERMESH OVER 6 MIL VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED SOIL 2,500 PSF MAX. DESIGN SOIL LOADING I° `' '>/ 24" X 24" X18" D MONOLYTHIC 24"W SPREAD FOOTING (3) # 5 REBAR EACH WAY 3" MIN. CONCRETE COVER. SPREAD FOOTING 12" CMU COLUMN COLUMN SECTION - MONOLITHIC SLAB FOUNDATION SCALE: 1 /2" = 1 —0" SCALE: AS NOTED Thomas E. Audit Florida Professional Engineer License No. 31419 PO Box 562 Alachua, FI. 32616-0562 352-.214-7300 tomauditgwindstream. net An �o _7_Znis 0 0 = W z O C0 } LJ w� 0,o #r: N('')CI ll� J J a Z O� Y h O J Fr m U (n Z) W U C) 00 I- W W N U) v� 00 a--) 0 J O 4-J O � O N Ld IV N > j co O •i 00 M C:) 0_N LL -0 M ., O M o U � Q� Ln Q 0 � L L. 0 0 (z u U_a FILE # - SHEET # Sm2 7 JUNE 2018 I. 0 O O 0 LO WALL LEGEND 8" CMU WALLS AND COLUMNS. INTERIOR OF WALLS SHALL HAVE 1X PRESSURE TREATED FURRING. ALL UN -GROUTED CELLS WILL BE FILLED WITH EXPANDABLE FOAM INSULATION. EXTERIOR WILL HAVE STUCCO FINISH. INTERIOR WILL BE SMOOTH FINISHED PAINTED DRYWALL. 2X4 SPRUCE STUDS @ 16" OC INTERIOR WALLS. 112" DRYWALL BOTH SIDES AND PAINTED. MIN R-11 BATT INSULATION SHALL BE INSTALLED ON ALL BATHROOM, LAUNDRY ROOM, AND LIVING AREA SEPARATION WALLS FOR SOUND. 52-00-00 52-00-00 ROMAC TRUSS ENGINEERING LAYOUT AND TRUSS DETAIL LIST FRONT OF HOUSE FACING ROAD SCALE: 1 /4" = 1 —Ott NOTE: ROMAC MANUFACTURES TRUSSES USING MITEK TRUSS ENGINEERING TRUSS LAYOUT AND TRUSS ENGINEERING SHOWN ARE FROM ROMAC / MITEK 11-04-00 1 O O 1b O I` co iolu O O 4 0 4 I -. Roof Loading Floor Loading TC Live: TO Dead: BC Live: BC Dead: TC Live: TC l0ead: BC Live: BC Dead: 20 7 0 10 Building Code I Wind Design Method Exp Cat OCc Gat Velocity TC Dead BC Dead IFBC2017rrPI20141 MWFRS Directional C-C hybrid Wind ABCE 7-10 C II 170 4.2 1 4.2 C0m anent item - Roof Trusses OTY 131t. +g1 MR,8 DIAGRAM PLY PITCH LABEL HEMT SPAN LUMBER REACTIONS lain12 ,mints .6Ent4 J*rl4 8 6/12 C1 10-03 1-0 2 x 4 179 32 s9 69 4w -6 110 40 11 1 joint 2 Joints Jaim 4 JnW J 8 6/12 CIA 10-03 1-00,00 2 x 4 179 32 OR as -390 4 .26 .20 1614 (2-06-15) ,wim2 Joints aohua 6 6112 C3 1-10-03 3-00 o} 2 x 4 210 67 90 -244 40 2 J0443 Joint 8 6/12 C3A 1-10-03 3-013 {}0 2 x 4 67 50 a6 z (2.06-15) Jamx2 Joint4 ,woofs Joir46 2 6112 C3T 1-10.03 3.D0_00 2 x 4 212 a3 as 50 -243 -39 -17 -17 (306-15) Joins Joint JWfd4 B 6112 C5 2-10-03 r p0 2 x 4 276 125 89 -261 -141 -2 Joists JdI 8 6/12 C6A 2-10-03 5 00 00 2 x 4 125 as -147 4 (. 15) Jo"?, 4 dM 4 Joint 5 2 6112 C5T 2-10-03 5-00_00 2 x 4 2s1 its Be - 16 -30 (4-4Q-15)'. JokA5 J.xnt7 Jondtl 6 6112 Je 3-04-W 6 2 x 4 M4 143 104 s7 -179 .210 (4 -15) JNn12 ,mats Joint 29 6112 J7 3-10-03 7-00-0i1 2 x 4 346 tag 126 -218 9 jaws Joint 3 6112 RA 3-10-03 74)0 00 2 x 4 As 86 218 9 (4-0-15) J01112 1dr94 .Joint 5 6112 RT 3-10.03 7-00 00 2 x 4 sas 1as i22 -286 -in -ja (4-00-11) AM4 jaws 2 424112 K6 3-03-14 8^05^13 2 x 4 i -1w at _�.•••. (4 11) J4Mi2 Jdto4 Joints 5 4.24112 K7 3-013A4 9-1Q-13 2 x 4 47 12a 217 -46a -1r2 -z17 Joint 2 Joint a Joint 7..... 1 4.24112 K7T 3.09-14 9-10-13 2 x 4 ' 60 -326 93 6112 (9-11-15) Joint 1 ,used 7 5 3112 T01 9-03.03 3 2x4 1311a 1402 -947 AiDD 6112 ,wind 11047 1 3M2 T01A 9-03-03 35 2x4 1329 issit a1 -01 6/12 (9-11-15) Jews Joints 1 3112 T02 9-03-03 34-10-0a 2x4 1U0 lain -1076 6/12 (9-11-16) .01142 James 1 3 M 2 T03 M3.03 34-1 2 x 4 1 1804 -1078 -&Mt 6112 (915)m J400e2 J4irn1a 1 3 /12 T04 8-10-03 34-10 2 x 4 13W ism -ion -am 6112 (15) '' 2doilig 1 3112 T05 7-1 '0.0 34-1 2 X 13M 13W -1076 -94a .._._..._ (7 15) Jcb%2 Jdra9" 1 6/12 4'06 6-10-03 30- 2 x 4 12M 1112 4W -M6 •....M......am__..^».....w.......^ 11I Joints .....•.. ram_ 1 6/12 T07 5-10-03 2 x 4 Me 111t .769 -70 ^* Joint ,doi7 1 6112 T08 4-10-03 30 2x4 1156 ilia -769 -64 1 Joint+ jaw 9 2-p1y 6112 T09 3-10-03 3()-08-00 2 x 4 -1912 -2190 6112 .10"1 Jon 10 joint iI joint 1 3112 T10 8-10-03 34 -08 2 x 4 1153 lass E 160 -827 .1048 -157 -179 6112 joint Joints Joint is joint 1 3112 T11 7-10-03 34 06 06 2 x 4 1140 17% -27 189- -lip _202 -274 Joints Joints Joints Jo1M'9 e� 1 6112 T12 6-10.03 3 2 x $ 1267 154 1164 164-916 - e2 -62 Joint Join!6 1 6112 T13 5-10-03 2x4 IM Iva -920 -sit (5 a)6 15) Joint Joints 1 6112 T14 4-10-03 -08 2 x 4 oss loss-low 71 - -low^9 a 4 (. 0 16) Joint 2 .Hat to 1 6112 T15 3-10-03 3 2 x 4 2647 2M -2331 -2421 2 x 4 Wnt2 Joints 2-ply 6112 T18 W-03 22-M-00 2 x 6 ss46 7457 -4s7s -6s31 ( 13) ,mine2 Jdrt6 1 6 /12 T17 6-00-03 22 2 x 4 921 .750 .150 (6 15) ,*42 Islas 3 6/12 T18 6.00-03 22 2 x $ 110 -xs9 -lea ( 15) JONI Joints 1 6112 T19 -03 22-0800 2 x 4 1768 17 -1�4 •1s6x (6-02-11) 2 x 4 Joints Joirn2 Jowl 6 1 6/12 T20 5.05-15 18-1 2 x 6 2216 41143 401 (6 C}211) Joint I 'Wirt 12 1 6112 721 5-05-16 20,07.00 2 x 4 1407 14e4 ( 2 6 M 2 T23 4-10-03 1 2 x 4 (4-M15) 1 6112 T24 3-10-03 18 2 x 4 GENERAL NOTES: 1) ALL CONNECTORS SHALL BE INSTALLED PER MANUFAC WRERS STANDARDS, VERIFY PRIOR TO INSTALLATION 2) TRUSS TO TRUSS CONNECTORS SHALL BE SPECIFIED AND SUPPLIED BY TRUSS MANUFACTURER 3) PROVIDE FILLED VERTICAL CELL IN MASONRY WALL AT GIRDER LOCATIONS 4) TRUSS MANUFACTURER SHALL SUPPLY ALL SITE -SPECIFIC TRUSS ENGINEERING 5) VERIFY UPLIFT REQUIREMENT WITH TRUSS ENGINEERING SHOP DRAWINGS PRIOR TO INSTALLATION OF CONNECTORS 6) INSTALL MOISTURE BARRIER BETWEEN WOOD TRUSSE+AND MASONRY SURFACES SQUARE FOOTAGE LIVING H/C AREA 1 743 SQ. FT. TOTAL H✓C AREA 1 743 SQ. FT. FRONT ENTRY 134 SQ. FT. BACK PATIO 216 SQ. FT. GARAGE 492 SQ. FT. TOTAL AREA 2565 SQ. FT. SCALE: AS NOTED Thomas E. Audit Florida Professional Engineer License No. 31419 PO Box 562 Alarchua, Fl. 32616-0562 352-214-7300 tOmiAudit@windstream.net 7 �2oig d U) I tO f ^1J Ii ram'" Lt1 m14ui I W O O a�J O Ln LIJ �.Ip. V N O r— �L 00 Q M O M •ram I (Z .. O M on U CL W O L i O *k O M U U_ cl- FILE # - JUNE 2018 ENGINEERED ROOF TRUSSES @ 2'-0" O.C. 5/8" X 4' X 8' CDX PLYWOOD SHEATHING SEE NAILING SCHEDULE SELF —ADHERING POLYMER MODIFIED BITUMEN SHEET COMPLYING WITH AS TM D 1970 • APPROVED ROOF COVERING, MANUFACTURER TO PROVIDE :. APPROVAL DOCUMENTS AND • • INSTALLATION INSTRUCTIONS j \ X \\ TYPICAL ROOFING SECT ON SCALE : 3/16" = 1'-0" RIDGE w a w SHADED AREA INDICATES 48" FROM RIDGE w Q w CL SHADED AREA INDICATES 48" FROM EAVE w c� 0 E2 wall height ZONE 5 a a ZONE 5'-0" WALLS COMPONENTS AND CLADDING SCALE : NTS NOTE: ROOF SHEATHING NAILING SCHEDULE, 8D RING SHANK NAILS WITHIN 48" OF HIP EAVE —6" RIDGE O.C. ® EDGE, 6" ® FIELD WITHIN 48" OF RIDGE — 6" O.C. ® EDGE, 6" ® FIELD WITHIN 60" OF GABLE EAVE-4" O.C. ® EDGE, 4" ® FIELD ROOF ZONE 3 — 4" O.C. ® EDGE, 6" ® FIELD ALL OTHER AREAS —6" O.C. ® EDGE, 6" ® FIELD TRUSSES @ ........ ......... ...... 2'—o" O.C. — - — TYP. SHADED AREA . INDICATES 60" FROM GABLE ............. END EAVE TRUSSES ® 2'-0" O.C. TYP. /` HIP EAVE HIP EAVE ROOF SHEATHING PLAN H I P ROOF SCALE : 3/8" = 1'-0" 4'-0 ZO] 41-0 ZOl 3'-0" ZONE STRUCTURAL GENERAL NOTES STRUCTURAL DESIGN WORK IS IN ACCORDANCE WITH THE 2017, 6th EDITION OF THE FLORIDA BUILDING CODE AS ADOPTED AND SUPPLEMENTED BY LOCAL ORDINANCES. DESIGN DATA AND CRITERIA 2.1. LIVE LOADS (PSF) 2.1.1. 20 TCLL 0 BCLL 2.2. DEAD LOADS (PSF) 2.2.1. 7 TCDL 10 BCDL DURATION FACTOR 1.25, SPACING 24" O.C. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PRE-ENGINEERED TRUSSES 2.3. WIND LOADS (CHAPTER 16, SECTION 1609 FBC 2017, 6th EDITION) 2.3.1. CODE: ASCE 7-10 2.3.2. WIND VELOCITY 170 MPH (ULTIMATE) 2.3.3. WIND VELOCITY 132 MPH (NOMINAL) 2.3.4. BUILDING CATEGORY II 2.3.5. EXPOSURE C 2.3.6. ENCLOSURE FACTOR CLOSED (INTERNAL PRESSURE COEFFICIENT GCpi = +/- 0.18) PARTIALLY ENCLOSED PORCHES, INTERNAL PRES. COEF. GCpi = +/-0.55 2.4. DESIGN SOIL PRESSURE 2500 PSF (2000 PSF MINIMUM) USED FOR STRUCTURAL LOAD ANALYSIS. SOIL COMPACTION REQUIREMENTS SOIL SHALL BE PLACED IN LIFTS NOT TO EXCEED 12. COMPACTION OF SOILS OBTAINING A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS OBTAINED USING ASTM D 1557-12 METHOD C MODIFIED MEET THE PROJECT REQUIREMENTS FOR STRUCTURAL SOIL BEARING CAPACITY. CONCRETE AND REINFORCING (DESIGNED PER ACI 318-08) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA PER TABLE R301.2(1) : WEATHERING (NEGLIGIBLE), TERMITE (VERY HIGH) MEAN ROOF HEIGHT 30 FT MAX. (13 FT. - 8 IN. AS DESIGNED) DESIGN WIND PRESSURE 72.3 psf WALLS COMPONENTS AND CLADDING PRESSURES CONVERTED TO Vasd ACCORDING TO R301.2.1.3 ZONE 4 +31.2, -35.7 psf ZONE 5 +37.7, -45.6 psf AV -tilt a 4'-0" ZONE ZONE 4'-0" ZONE ZONE ROOF SHEATHING NAILING ZONES SCALE : NTS 0 20 sgft - +13.4/-34.4 50 sgft - +12.3/-33.2 1.00 sgft - + 11.4/-32, 2 20 sgft - +13.4/-52.0 50 sgft - +12.3/-44.5 100 sgft - +11.4/-38.2 +1.4/-7.3.8 5'-Off ZONE 5'-0" ZONE SCALE: AS NOTED Thomas E. Audit Florida Professional Engineer License No. 31419 PO Box 562 Alachua, FI. 32616-0562 352-214-7300 tomaudit@wi ndstream. net 6 AUG 2018 '41 Z 0 0 w 0 z r; (f O N =wm Z rr `` O 00 U7 W 0 N �L,J Q ca I col 4, 1 N(y)Cl 1� 11 0 Z 0 Z Q c� N F- W 1— IL �w U=0 (n L� Z N 0 O 0 0 0 00 c)a J Q 0 Z D Z I-- W 2 `r � N N Q% O O 4-J CA W I d' O as .> .> i 00 p M � d U- N O „O o U M (U n a Q) O i i O O (a U 4t LL. CL FILE # SHEET # 4 5/8" MIN. STUCCO ----- RIGID INSUL. FINISH :° (R5R) /'� /� _ F LAS H I N D 0 0 I N D 0 W CMU LINTEL -SEE LINTEL SCHEDULE --5/8" GYP. BD. V 1 A/ Y Y FLASHING ------_--_-- ,,:� •5 — FURRING STRIPS @ 16" o.c. HORZ. STEP 1. APPLY SEALANT PRIOR TO BUCK INSTALLATION. 2x P.T. WD. BUCK __ __ --_- FASTEN TO CMU --�'-- e; (� _. ATTACHMENT AS PER PRODUCT APPROVAL STEP 2. APPLY SEALANT AT INTERFACE OF BUCK TO CMU AFTER BUCK INSTALLATION. ATTACHMENT APR___.S_ \ WOOD STEP 3. WET FLASH ENTIRE BUCK AND CMU A MIN. OF 8" ON FACE OF EXTERIOR WALL. _FIN. CASING FRENCH SLIDER -SEE -- HEAD STEP 4. APPLY SEALANT AT WINDOW FLANGE TO DRIED - WET FLASH SURFACE ON DOOR SCHEDULE OUTSIDE EDGE OF BUCK. TO FILL SHIM SPACE BETWEEN DOOR JAMB AND BUCK, EXTERIOR INTERIOR APPLY EXPANDABLE FOAM. FRENCH SLIDER -SEE --- DOOR SCHEDULE f--" ATTACHMENT AS PER PRODUCT APPROVAL NOTE. ATTACHMENT AS PER ----� JAMB MB PRODUCT APPROVAL�� - SELF ADHERING MATERIALS (WET FLASH) SHALL COMPLY WITH AAMA 711. CASING°° - SEALANT SHALL COMPLY WITH AAMA 800 OR ASTM C920 GRADE NS OR GREATER CHAULK @FRAME _,�,�1, CONT .2x FOR PROPER JOINT EXPANSION AND CONTRACTION. R703.8 FLASHING. P.T. WD. BUCK -. __- _-"-��-' FASTEN TO CMU - ' v ---- --_ Y r FURRING STRIPS VERTICAL @END OUTSIDE - EXTERIOR FINISH SHALL BE SEALED DIRECTLY TO WINDOW FLANGE OR DOOR JAMB. FLASHING GROUT FILL CELL 518" GYP. BD. #5 BAR @ALL ®o y� RIGID INSUL. OPENINGS (R5.4) ::�.i... d: Tri• "s.n.^;.{i: ... :'i:'"grit :..:...s,..:iy.•ii'v': F,„z:^.!`.ij:d::'R' :.�.I•id,`Y %''' w.Y �� {4 6a n�!R N•;•. ..asri.w:,t.j;.:,".r!.Aayji;^t"Gr•i+:,:,r._S �I:: .--____.--. FRENCH SLIDER -SEE _.-3 L.. THRESHOLD PER . BLOCK WALL '-. BLOCK WALL'r"'`' A DOOR SCHEDULE SILL/ MANUFACTURER a4;. ,, -;T:J.�,{�,�.: i^i•.?.,�,yw3, .';•. • "'.'v�.•1.1 �:•5'C ... r,:'{•i ��- i; t .., .. <v�1;j}: d�.. �f:.. e; %ti: ATTACHMENT AS PER PRODUCT APPROVAL l __ _ - � � i ' / —GROUT FILL �u�y.iv..i::.3'K!�'d:: yi :�di "•6f•-7u°;�!"aT' �\ / FLOORING -SEE FIN SCHEDULE SLOPE WALK AWAY \\ INSIDE FROM OPENING y CONC. SLAB - p, SEE FDN PLN 1/2" FIBEROUS ---- EXP. JOINT 2X8 PT WOOD BUCK SIDES AND TOP FASTENED TO BLOCK AND BEAM WITH 1/4" TAPCONS 12" O.C. DOOR FRAME SIDES AND TOP FASTENED TO BUCK AND THRESHOLD INTO SLAB WITH 1/4" CEMENT SCREWS THROUGH FACTORY HOLES OR PER MANUFACTURERS SPECIFICATIONS. MINIMUM SCREW EMBEDMENT INTO BLOCK, BEAM, OR SILL 1-1/2". WALL DETAIL - DOOR SCALE: 1-1 /2" = 1.0" POURED BOND BEAM POURED CONCRETE MASONRY CELL PT 2X4 WINDOW BUCK FASTENED WITH 1/4" TAPCONS, 14" O.C., 1-1/2" EMBEDMENT INTO POURED CONCRETE COLUMNS AND BEAM ALUMINUM WINDOW FASTENED THROUGH EACH FACTORY SUPPLIED ATTACHMENT HOLE TO WINDOW BUCK PER MANUFACTURERS SPECIFICATIONS. WALL DETAIL - WINDOW SCALE: 3/4" = 1 —0" DOOR - HEAD -SILL -JAMB SCALE: 1-1 /2" = 1.0" l 0 s° 5/8" MIN. STUCCO -----A x —RIGID INSUL. FINISH g (R5.4) CMU LINTEL- — - ---- SEE BEAM SCHED.-5/8" tl° GYP. BD. \;z eg .—FURRING STRIPS FLASHING \'B @ 16s' O.C. HORZ. 2x P.T. WD, BUCK FASTEN TO CMU �� _FIN. WOOD CASING CHAULK @ FRAME --- �,! \� WOOD HEAD W/ CONT. A PTD FINISH WINDOW -SEE PLAN ........... ATTACHMENT AS PER N.O.A SILL >-- ATTACHMENT AS PER N.O.A. WINDOW -SEE PLAN �— 2x P.T. WD. BUCK FASTEN TO CMU SLOPE STUCCO SILL — AWAY FROM WIN. VERIFY w/ OWNER EDGE a� -'�j \.. FIN. WOOD SILL FLASHING --- —f -- FIN. WOOD TRIM t A Y ------FURRING STRIPS CMU LINTEL -SEE BEAM/ -------^--- \ 6 °" @ 16" o.c. LINTEL SCHEDULE °-s RTGID INSUL.(R-5.4) STUCCO FINISH 5/8" GYP. BD. JAMB ----- VERIFY SILL W/ WINDOW -SEE PLAN ---- ------L OWNER WD JAMB W/ PTD FINISH CHAULK @ FRAME ----- '----"-� FIN. WOOD CONT. CASING 2x P.T. WD. BUCKFURRING STRIPS FASTEN TO CMU VERTICAL @ END FLASHING \ ;11 -- 5/8" GYP. BD. O' GROUT FILL CELL ---- -- RIGID INSUL. #5 BAR @ ALL (RS.4) OPENINGS WINDOW - HEAD -SILL -JAMB SCALE: 1-1 /2" = 1.0" SCALE: AS NOTED Thomas E. Audit Florida Professional Engineer License No. 31419 PO Box 562 Alachua, FI. 32616-0562 352-214-7300 tomaudit@windstrearn.net 'k 2 i-e �-7-7.pl a z rO VI _Ld z� 0 W } LLJ w� ao 1k —1N M d In z o 0 10 [L J o y Q Z Co Q L11 C) J nz O 0 33 Ld LO U) N I � N o 4-J 0 � o ul W 1 N C) .� r�0Mo .� L 00 •� d V- cV o M an U o i W i o o U U. a FILE # - SHEET # S=5 7 JUNE 2018 0 io AMP ELECT. METER MAIN MITT CIRCUITS HOUSE FRONT FACING ROAD HVAC DUCT LAYOUT SQUARE FOOTAGE: LIVING H/C AREA TOTAL H/C AREA FRONT ENTRY BACK PATIO GARAGE TOTAL AREA TOTAL H/C VOLUME NOTES - MECHANICAL 1. ALL WORK PERFORMED AND MATERIALS PROVIDED SHALL CONFORM TO THE FLORIDA BUILDING CODE (2017) 6th EDITION / RESIDENTIAL 107.2.1, FLORIDA BUILDING CODE (2017) 6th EDITION / BUILDING 107.2.1. HEAT PUMP SYSTEM CONSISTS OF: 1 743 SQ. FT. 1 743 SQ. FT. 134 SQ. FT. 216 SQ. FT. 492 SQ. FT. 2585 SQ. FT. 15,687 CU.FT. 1 3 TON-17.00 SEER YCG36B21 3 TON YORK LX SERIES AIR-COOLED CONDENSING UNIT R-410A,SINGLE CIRCUIT COOLING WITH SCROLL COMPRESSOR, 208/230-1-60 ARI #8875741 1 AE42CX21 3.5 TON YORK AIR HANDLER WITH PROGRAMMABLE VARIABLE SPEED ECM MOTOR, 21" WIDE CABINET,TXV TO BE FIELD INSTALLED, VERTICAL DRAIN PAN INSTALLED,208/230-1-60 1 S1-1TVMBB1 R-410A BOLT -ON TXV KIT 1 W6K0802B 8KW Electric Strip Heater COOLING OA DB / WB 90 OF / 78 OF, 127 Gr/lb, T-STAT 75.0 OF, 50% RH, 66 Gr/lb, 61 Gr/lb dill. HEATING OA DB / WB 42 OF / 35 OF, T-STAT 70.0 OF FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL TABLE M1507.4 MINIMUM BATHROOM EXHAUST = 50 CFM INTERMITTENT DESIGN COOLING LOAD AND HEATING LOADS PER ASHRAE Std 90.1-2007 : DESIGN COOLING LOAD = 31,659 Btuh (26,842 Btuh Sensible, 4,917 Btuh Latent WITH VENTILATION) DESIGN HEATING LOAD = 12,862 Btuh (12,862 Btuh Sensible) 2585 SQ FT UNDER ROOF 1743 SQ FT HEAT/COOL SCALE: 1 /4"= V-0" Thomas E. Audit Florida Professional Engineer License No. 31419 PO Box 562 Alachua, Fl. 32616-0562 352-214-7300 tomauclit@windstream.net S E P 11 2?I8 Permits ig ber)?rtm+nt St. Lucie &-ur,- "'t�_ iI' 6✓ Zolot) W o �- U U M i� U ry_ UO o W 3 a za O00 O U_f I w� �a wl 00 U ZQ O> F- _ J �a U � W Q Z r U w M w� N 4-J a � CO W I 'IT cV co r .> ILZC .? cl' 00 ® M p •� a U- cV `O rCS O ckn U M O t1 N O i i O 44Z O V U. CL FILE; # - SHEET # �►�iQil 6 AUG 2018 D ?wO SERVICE DISCONNECT w CU BOLL wu oau >0 0: L 0-w 200 AMP ELECT. METER MAIN 0- WITH CIRCUITS ROPE LIGHTING - - - - - - - - - - - U) I I �I I I I. I I I I I I I I I I I'' I �A41'1S2"ER I BEDROOM I I 1 3' 3" X 1 60" COFFERED TO 10' FROM 9' FLAT CEILING L CD N N Npj Z Y Q S 9'-4" FLAT CEILING I I I PATIO I II 18'0"X 12'0" I I OPEN WITH HIP ROOF I II II II II II II II II II II II � II I I HB 4" STEP w GFI I DOWN 0 J Q 1 4' 6" X 1 8' 10" N VAULTED CEILING 9' FLAT BRE.AXfASJ- CEILING 1 O' O" X 8' 101, N_ F- I � > �I MAS'TE1L BA7'/i 2068 9' FLAT CEILING MEAN/ • -- S CHIME ]JIqD nING 00 CD 9'FLATCE "' VAULTED CEILING 4" STEP S DITIZ?VG DOWN 1 O' 4" X 1 1' 6" 9'-4" FLAT CEILING 21 ' O" X'20' 10" PREWIRE FOR GARAGE DOOR OPENER — — — — — — — — — — — — — - ---- i� 1 V�U cA OA!-c nr M I sD N > 9' FLAT CEILING N ILGD_� 3068 DOOt N 9' L T ING 4" STEP OJDOWN U OUJ F3 II o II II U I I EswTAy 9'-4" FLAT CEILING HOUSE FRONT FACING ROAD ELECTRICAL LAYOUT NOTES -ELECTRICAL 1. ALL WORK PERFORMED AND MATERIALS PROVIDED SHALL CONFORM TO THE FLORIDA BUILDING CODE (2017) 6th EDITION / RESIDENTIAL 107.2.1, FLORIDA BUILDING CODE 12017) 6th EDITION / BUILDING 107.2.1. NATIONAL ELECTRICAL CODE (NEC), 2014, 2. FOR 20 AMP CIRCUIT USE #1 2, # 1 2G CU (THHN-THWN) WIRE 1.8 KVA LOAD PER 20 AMP CIRCUIT 1 /2" METALLIC OR FLEXIBLE METALCONDUIT 3. A) ALL 120V, 10, 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS IN STALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER COMBINATION -TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT (NEC 210.12(B)). B) TAMPER -RESISTANT RECEPTACLES (NEC 406.12) ARE REQUIRED IN DWELLING UNITS IN ALL AREAS AS SPECIFIED IN 2011 NEC 210.52, ALL 125V, 15 AND 20 AMP RECEPTACLES. PANEL CALCULATION PANEL CALCULATION (EXAMPLE) KVA DEMAND LOAD 14.4 KVA DEMAND LOAD TIMES 1000 TIMES 1000 DIVIDED BY 240 V DIVIDED BY 240 V XX AMPS 60 AMPS ELECTRICAL PANEL 200A 120/240 VAC 10 AIC 10,000 GENERAL LIGHTING & POWER (2585 SF AT 3 VA/SF) 7.8 KVA WASHER 1.5 KVA DRYER 4.0 KVA REFRIGERATOR 0A KVA FREEZER (ALLOWANCE) 0A KVA RANGE 8.0 KVA DISHWASHER 1.2 KVA DISPOSAL 0.9 KVA SMALL APPLIANCE OUTLETS (2X 1500 VA) 3.0 KVA MICROWAVE 1.5 KVA WATER HEATER 4.5 KVA 33.2 KVA 1st 10,000VA 10.0 KVA 10.0 KVA BALANCE AT 40% 0.4 X 23.2 KVA 9.3 KVA AC UNITS (1) (1-HEAT STRIP) 8 KVA X 65% 5.2 KVA [AC 3 KVA OUTDOOR UNIT; HEAT STRIP 5 KVA FOR LOAD] 24.5 KVA 24.5 KVA X 1,000 /240 V = 103 A ALLOW FOR 65% EXTRA CAPACITY USE 200 AMP METER UTILITY CO. UNDERGROUND 200 A MAIN BREAKER MAIN METER (3) #2/0 THHN CU & O (1) #4 THHN CU GROUND IN 2" CONDUIT ELECTRIC PANEL METER (1) #10 Cu GROUNDING ELECTRODE LIFER GROUND TO FOUNDATION STEEL WALL LEGEND 8" CMU WALLS AND COLUMNS. INTERIOR OF WALLS SHALL HAVE I X PRESSURE TREATED FURRING. ALL UN -GROUTED CELLS WILL BE FILLED WITH EXPANDABLE FOAM INSULATION. EXTERIOR WILL HAVE STUCCO FINISH. INTERIOR WILL BE SMOOTH FINISHED PAINTED DRYWALL. 2X4 SPRUCE STUDS @ I G" OC INTERIOR WALLS. 2" DRYWALL BOTH SIDES AND PAINTED. MIN RI I GATT INSULATION SHALL BE INSTALLED ON ALL BATHROOM, LAUNDRY ROOM, AND LIVING AREA SEPARATION WALLS FOR SOUND. ELECTRICAL FIXTURE LEGEND STANDARD 110 V. OUTLET SWITCHED OUTLET :�12W'P' WEATHER-PROOF OUTLET 0- CABLE TELEVISION OUTLET PHONE OUTLET 220 V. OUTLET GARAGE DOOR OPENER STANDARD LIGHT FIXTURE HIGH EFFICIENCY FLUORESCENT LIGHT UNDER CABINET LIGHTS c LED CLOSET LIGHT WALL SCONCE '{ EYEBALL CAN LIGHT -�} RECESSED CAN LIGHT EXAUSTN FAN W/ LIGHT FIXTURE EXAUST FAN DOUBLE FLOOD LIGHT s SWITCH SD DIMMER SWITCH 53 3 - WAY SWITCH @ SMOKE DETECTOR ® CARBON MONOXIDE DETECTOR +1 CEILING FAN W/ OR W/OUT LIGHT FIXTURE PER PUN SQUARE FOOTAGE: LIVING H/C AREA TOTAL H/C AREA FRONT ENTRY BACK PATIO GARAGE TOTAL AREA SCALE: AS NOTED Thomas E. Audit Florida Professional Engineer License No. 31419 PO Box 562 Alachua, F1.. 32616-0562 352-214-7300 tomaudit@windstream.net 1743 SQ. FT. 1743 SQ. FT. 134 SQ. FT. 216 SQ. FT. 492 SQ. FT. 2585 SQ. FT. SEP 1 1 ?018 Permitting DepA-rt( ne St, Lucie County F1 -j�� 201 X O O T Ld z� O U) ul U�J/ L3 z O U J U U) E W C) W J W W W W 00 4-J J � N O 4-J O 4-J O tA LLJ d' N co .� �10 .� L 'Cr' OO O C sio .� a0 0,. LL ' N O o U M N N ^` O 44Z i W i O O RS U LL CL. ]FILE # SHEET # E=1 6 AUG 2018 NOTES - PLUMBING 1. ALL WORK PERFORMED AND MATERIALS PROVIDED SHALL CONFORM TO THE FLORIDA BUILDING CODE (2017) 6th EDITION / RESIDENTIAL 107.2.1, FLORIDA BUILDING CODE (2017) 6th EDITION / BUILDING 107.2.1. SE DISC ICU V.T.R. LAb 4�< %11 n C M.a. SEWAGE TUB /ll WATER SYSTEM BATHROOM #2 CONNECTION PLUMBING WASTE RISER H W/C y.' NTS a �4' Y4 i KITCHEN /4 C LAV. TUB Yz" H C SINK -SUPPLY: SHOWER H Y HOT (DHW HEATER) COLD (UTILITY MAIN WATER SUPPLY) H _E Y" W/C C H-__W" MASTER BATHROOM Y2" LAV. LAV. Y„ Y„ H Y" REFRIG C KITCHEN DISHWASHER Y^ SINK GARAGE DHW LAUNDRY GARAGE SINK 0 0 W I z O _W w W Q 0 �k•-'NC�?d'lf) z 0 CL W W O z 0° J D_ W w = _ I W o_ a ATTICS —.:r PLUMBING SUPPLY RISER ACCESS L NTS N — — —CD::LOCK II s Ut 200 AMP ELECT. CD METER MAIN CIRCUITS I I a--� C)WITH ��NTny I I WALL LEGEND 9'-4"FLATCEILINC, 9'-4"FLAT CEILING I �yJ �- 7ARAG'£ i I I I N cV Qi ,. 21 ' 0' X 20' 1 0" s' _---__ --- --_-- — — —- SQUARE FOOTAGE: v N o0 C) ---- 6" CMU WALLS AND COLUMNS. INTERIOR OF WALLS •i M 00 �\ SHALL HAVE IX PRESSURE TREATED FURRING. ALL LIVING H/C AREA 1743 SQ. FT. p C) UN -GROUTED CELLS WILL BE FILLED WITH EXPANDABLE C FOAM INSULATION. EXTERIOR WILL HAVE STUCCO U. C. 0. FINISH. INTf-RIOR WILL BE SMOOTH FINISHED PAINTED TOTAL H/C AREA 1 743 SQ.FT. •'"' �- N DRYWALL. FRONT ENTRY 134 SQ. FT. M 2X4 SPRUCE STUDS @ I G" OC INTERIOR WALLS, BACK PATIO 216 SQ. FT. ,, LU •^ \ zII DRYWALL f30TH SIDES AND PAINTED. GARAGE 492 SQ. FT. N J >r ;' 1 6' X 7' OH GARAGE DOOR " ' ^''% WASTE MIN RI I BA`q INSULATION SHALL BE INSTALLED ON d-J U DISCHARGE TO SANITARY ALL BATHROOM, LAUNDRY ROOM, AND LIVING AREA TOTAL AREA 2585 SQ. FT. O O L- (10 EM SEPARATION WALLS FOR SOUND. U I0 HOUSE FRONT FACING ROAD PLUMBING LAYOUT SCALE: 1 /411 = 1'-0" Design By Cooper Enterprises 4.0, LLC 2511 SW Regency Rd. Stuart, FI 34997 772-600-5300 www. cooperentllc. construction chlM IIL11EEM SHEET # �I 7 JUNE 2018