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760 BONITA RD - ADDITION DRAWINGSMAP SHOWING SURVEY OF LOT 7, BLOCK 1, ROYAL PALMS UNIT ONE AS RECORDED IN PLAT BOOK 30, PAGES 60 AND 60A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. OFFICE COPY 11.37 X ( S85'25'42"E 512.45' FIELD )512' 43 11.60 X BONITq 1o.s7 60' RIGHT OF RA O AD WAY PAVED 11.22 11.18 I FOUND 1/4" IRON ( S85-21'21 "E 80.61' FIELD ) PIPE, NO CAP S85'20'02"E 12.2 80.65' WATER M d MAILBOX � X N 127 X12.9 C6 N) 12.7 12.53 J 6- O W001 Li I gw N C9 N 0.5' 13.3 LOT 8 w CO W U 15.5' w 3.0 Z z V- Z IN FOUND 1/4" IRON PIPE, NO CAPS - - O 6' BUILDING RESTRICTION ' --� LINE 'NCE 12.B �- 13.0 x 7--3 9.0' a` 1 STORY BLOCK N RESIDENCE N FINISHFLOOR� 760 - BLOCK 13.41 A/C PAD _ WOOD DECK WOOD /12.9 O 13.3 L STEPS °'.5, 10 10 ETSEME - CONCRETE 13.16 STOOP 11.83 X SET MAG NAIL IN EDGE OF PAVEMENT AT 760 BONITA ROAD ELEVATION 11.37 (NAVD) 1 47 11 tt58 .47 --X 11.72 t23 9 X12.3 12.85 RETE WAy / 26.1' BRICK PAVERS BRICK X13.2 PAVERS 1/ C 1� 13.5 X 12.9 12.96 a wN I I 13.3 X 1.0' I FOUND 1/4" IRON PIPE. NO CAP _ FOUND 1/4" IRON PIPE, CAP LB1048 ..5 0.3' S85'20'02"E ( S85'25'42"E 512.45' FIELD )512' 43 K W rn I cw 13.1 w `` �' r Zrn u � J J (y� D rn U � � N rn 13 a 00 00 Ln 0)j cn "t 2 O N T r UK DRAT ----------- _. 70"O��-K 6 vinyLFCNAG4 NSUTLi7it5 -0.2' in 13.4 -_13.5 0.4'0CHAIN LINFENCE10.1'4.HAIN INi 85'2iN _ _ OUND 1 4 iT----- _ F (N85'14' 80.65' - 0 2' PIPE_ No CAPRON 20"W 80.62' FIELD ) LOT 28 NOTES 1. THIS IS A TOPOGRAPHIC SURVEY. 2. BEARINGS ARE BASED ON THE WESTERLY LINE OF LOT 7, BLOCK 1 BEING NORTH 04'39'58" EAST, AS PER PLAT. 3. BUILDING RESTRICTION LINE AS PER PLAT. 4. EASEMENT AS PER PLAT. 5. BENCH MARK FOUND MAG NAIL IN DISC 40" OAK TREE AT 760 SAILFISH ELEVATION= 13.88 (NAVD) SET BENCH MARK AS SHOWN HEREON. THE PROPERTY SHOWN HEREON LIE IN FLOOD ZONE "X" (AREA OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL No. 12031CO408H, REVISED JUNE 3, 2013 FOR THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA. "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." CHECKED BY: DRAWN BY: AC FILE: 2018-1063 LOT 6 1 LOT 29 10 2,0 40 SCALE: 1 " = 20' OFFICE COPY THIS SURVEY WAS MADE FOR THE BENEFIT OF JAIME SMYTH DONN W. BOATWRIGHT, P.S.M. FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 BOATWRIGHT LAND SURVEYORS, INC. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 DATE: JUNE 5, 2018 SHEET 1 OF 1 PROPOSED ROOM ADDITION FOR THE SMYTH RESIDENCE 760 BONITA ROAD, ATLANTIC BEACH, FLORIDA CODE SUMMARY FLORIDA BUILDING CODE 2011 ED FBC PLUM51NG 2011 ED FBC EXISTING BUILDING 2011 ED FBC RESIDENTIAL 2011 ED FBG MECHANICAL 2011 ED FFPC 2011 Ep 4 NFPA I AND NFPA 101 2015 ED BUILDING EXIST AND ADDITION RE5I1DENTI,4L R3 OCCUPANCY GONSTRUCTION TYPE VB, UNSPRINK. UNPROT. ALTERATIONS LEVEL 2 ARCHITECT AND STRUCTURAL DESIGNER: Barbera Design ARCHITECTS & PLANNERS 110 Sanchez Dr. West, Ponte Vedra Beach, FI O. (904) 834-2672 M. (904) 219-7664 LICENSE No. AR0008757 OFFICE W, Drawing List Sheet Number Sheet Name C-1 ST -1 A-1 COVER SHEET SITE PLAN RENO & DEMO FLOOR PLAN RENO A-2 BUILDING ELEVATIONS & HVAC PLAN A-3 BUILDING ELEVATIONS A-4 WALL SECTION A-5 MASTER BATH INTERIOR ELEVATIONS S-1 FOUNDATION PLAN S-2 ROOF FRAMING PLAN S-3 STRUCTURAL NOTES & DETAILS E-1 ELECTRICAL FLOOR PLAN BARBS& : • \ 4- • : p�Rbo8757 U RED. NO. REVISIONS B�V�+ COMMENTS 0-1-19-18 u — w � a m� � O U ° N O a, o U p a� O N Z 2) ° W U) �mU) 0 oMz N W N Co J Q ) m L � 00 m � WWU� w = Z O O Q 0 w F Q m � w N mw�L) 0o oo =c� F H 7 w i Q U �o,00� 0 Cn�oz.F n Z O mw Zaa n O C m cn Z 0 ��wsg0 � > > Q U Z p w w Z ( -. cwi 50 0 O Ww-,9� >Z� wO�F�wZ cno w w Z_ozw<w U d w K w w ~O d U U Z Q U W � U OLL z z W o p o p U) E Q W O O = T- o O U Q }- w COU w °Q � = J F— Q DRAWN V.B. CHECKED V.B. DATE 04-16-18 JOB - 71810 C-1 N85°20'02"W 80.65' 10' EASEMENT FOR DRAINAGE AND UTILITIES -------------------------- ----------------------------------------------------------------------------------------------------- 18'-6 1/2' PROPOSED ADDITION 800 SF AREA 20' B.S.L. � XIIST CD �' 8 PAVIERS Ln — -1 39.0 15. ' 00') EXISTING ONE LO STORYBL Ui v -,w RESIDENCE N I m No. 760 -' 9633 SF 3 - - 39-0' —181-3, � - EXIST- CONC LANDSCAPING DRIVEWAY I 20' BLDG SETBACH LINE (B.S.L). S85°20'02"E 8 BON TA ROAC 60' RIGHT OF WAY PAVED A 51TE FLAN SDENO SCALE 1' = 20'-0' 0 com w ao FOOT PRINT OF BLDG ADD I 261' 39.0 15. o P: ---- .. NCD �1 11 EXIST ONE STORY &ln C"lam vi BLOCK N I APPROW-Eu i °7 I) n RESIDENCE No. 760 I� �� I N85°20'02"W 80.65' -------------------------- 10' ---------------------------------------------------------------------------------------------------- EASEMENT FOR DRAINAGE AND UTILITIES ADD NON-PRIVOUS �Mo ' OVEp SEXIST CARPORT t op ApI IV I PRATE EX15T 249 SF FOOT PRINT OF NON-PRIVOUS EEXST METAL mm r— — _ --, BLDG ADD 20' B.S.L. o SHED L 20' BLDG SETBACK o n ) LINE (B.S.L). z XIST — o PAVERS � { < < f I I I DI A 1 EXIST PAVERS ' FOOT PRINT OF BLDG ADD I 261' 39.0 15. o P: ---- .. NCD �1 11 EXIST ONE STORY &ln C"lam vi BLOCK N I APPROW-Eu i °7 I) n RESIDENCE No. 760 I� �� I /� \ 39.0' I X �Mo ' OVEp SEXIST CARPORT t op ApI IV I PRATE EX15T co NON-PRIVOUS a' o __ 20' BLDG SETBACK o n ) LINE (B.S.L). z — { < < f DI A S85°20'02"E 80.65' BON TA ROAD 60' RIGHT OF WAY PAVED Z151TE FDLAN EXI5T./DE1 �0 SCALE I' = 20'-0' D RECEIVED JUL 2 0 2018 Building Department City of At;antic Beach, FI.- -1 -11, `OL I -A I. - `OL. LOTI MAP SHOWING SURVEY OF LOT 7, BLOCK 1, ROYAL PALMS UNIT ONE AS RECORDED IN PLAT BOOK 30, PAGES 60 AND 60A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. BONI TA ROAD 60' RIGHT OF WAY PAVED FOUND 1/4" IRON -PIPE, NO CAP ( S85'21'21 "E 80.61' FIELD ) — — —S85°20 02 E 80.6,5' O ^ O w p�j N co N0.5, 8 W 00 LL.I L Wz '1 L0 Li rY 0 Z o).O O J Z I _ — — V FOUND 1/4" IRON -PIPE, NO CAP -------U.61 LOT 27 - Z? BUILDING_ R -1C -DON LINE 15.5' 39.0' STORY BLOCK _ N RESIDENCE BLOCK x No. 760 A/C PAD❑ 15.5' 39.0' CONCRETE STOOP L 5.5- Z,10 • U IN 6_WOOD FE? 26.1 K J � W � N N I+SAGE AND UTILITIES — — —� x I -u.Z n - W 4' _ _ 0.4' ,CHA/IN LINK FENCE ——V ---go— — ( N85'14'20"W 80.62' FIELD 95- — — — — 0.2' xl �I LOT 28 ! I I NOTES 1. THIS IS A BOUNDARY SURVEY. 2BEARINGS ARE BASED ON THE WESTERLY LINE OF LOT 7, BLOCK 1 B ING NORTH 04'39'58" EAST, AS PER PLAT. 3 BUILDING RESTRICTION LINE AS PER PLAT. 4. EASEMENT AS PER PLAT. THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" (AREA OUTSIDE THE 500 YEAR FLOOD PLAIN) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL No. 120075 0001 D, REVISED APRIL 17, 1989 FOR THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA. "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." CHECKED BY: DRAWN BY: SWC FI LE: 2009-0273 FOUND 1/4" IRON PIPE, NO CAP FOUND 1/4" IRON P= 0.3' S85'2Q 02"E -{� - _ CAP LB1048 ( S85'25'42"E 512.45' FIELD )512.43' �7 I I c_ O I O I Yeo W zmm z 1' U c� N a 3 LOT 6 co L) �, 1 Mrn � o / � O F�.7 --—— 0.1' 4'CHAIN IN 'FOUND 1/4 IRON PIPE_ NO CAP _ LOT 29 Q 10 2G 40 SCALE: 1" = 20' THIS SURVEY WAS MADE FOR THE BENEFIT OF TIMOTHY J. LYNCH; WELLS FARGO BANK; BEACHES TITLE SERVICES, LLC; and FIRST AMERICAN TITLE INSURANCE COMPANY. DONN W. BOATWRIGHT, P.S.M. FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 BOATWRIGHT LAND SURVEYORS, INC. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 DATE: MAY 4, 2009 SHEET 1 OF 1 MAP SHOWING SURVEY OF LOT 7, BLOCK 1, ROYAL PALMS UNIT ONE AS RECORDED IN PLAT BOOK 30, PAGES 60 AND 60A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 11.37 X 11.60 BO 183 NI X TA ROAD 10.97 60' RIGHT OF WAY SET MAG NAIL IN EDGE OF PAVED PAVEMENT AT BONI ROAD 11.22 11.18 ELEVATION = 11.31.3 7 (NANDD ) 11.4 11.47 11.47 11.58 11.72 0 _ FOUND 1/4" IRON i S85'21'21„E PIPE, NO CAP S85 2.09 80.61' FIELD 11.92 20'02"E , 12.2 80.65' X WATER M 12 23 12.3 FOUND 1/4" IRON PIPE, NO CAP BOX _ FOUND 1/4" IRON MAIL X <.5 - N 12.7 X129 N 2PIPE, CAP LB7048 2. 12.85 0.3' S8S•20'02"E ( 585'25'42ct "E 512.45' FIELD )512. 43' D 12.7 12.53 �TT W it v CONCRETE rn 25' BUILDING -_ TION LIME 6" 15.51 0 DRIVEWAY HOOD F I L � FENCE 12.8 D p f 13.0 x --__W ci39.0' 26.1' n LLI rn m / z 0 1 STORY BLOCK Y K5^ r 0.5' 13.3 N RESIDENCE / `'� Z j Z w LOT g w No. 760 fTl co W BLOCKNISH FLOOR 13.41 15.5' A/C PAD BRICK00 Z v cv M3.0 39.0' PAVERS 0) LL v13 3 L 6 Z 0) z OT 26.1' 0.4' r oo :0 WOOD CONCRETE 13.16 co It DECK STOOP 0) o BRICK X13.2 I 1 Z PAVERS Il i� I ;7 vii WOOD 12.9 X 13.5 I STEPS O 12.9 12.96 I 0 L B 13.3 Qo I cn wx I _ _ 13.3 FOUND 1/q" IRON 0.15' EA PIPE, NO CAP 10 - _ ------------ n SEM f�T FpFZ�p X oy X0.2' 1-." E6 VIN i- RAINA3E awri_ iiTl�i - 10 20 JO I in - - 13.4 _ 13.5 0.4' 0.2' - � 4' CHAIN FENCE SCALE: 1" = 20' _ 1 01 4 HAIN INK FENCE I N85'20T02"w - _ _ _ 0 2• FOUND 1/4 IRON 8O" � - - - PIPE_ NO CAP LOT 27 II N85-14'20 W 80.62' FIELD )65 - _ LOT 28 i I LOT 29 NOTES 1. THIS IS A TOPOGRAPHIC SURVEY. 2. BEARINGS ARE BASED ON THE WESTERLY LINE OF LOT 7, BLOCK 1 BEING NORTH 04'39'58" EAST, AS PER PLAT. 3. BUILDING RESTRICTION LINE AS PER PLAT. 4. EASEMENT AS PER PLAT. 5. BENCH MARK FOUND MAG NAIL IN DISC 40" OAK TREE AT 760 SAILFISH ELEVATION= 13.88 (NAVD) SET BENCH MARK AS SHOWN HEREON. THI: PROPERTY SHOWN HEREON LIE IN FLOOD ZONE "X" (AREA OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL No. 12031C0408H, REVISED JUNE 3, 2013 FOR THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA. "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." CHECKED BY: DRAWN BY: AC FILE: 2018-1063 THIS SURVEY WAS MADE FOR THE BENEFIT OF JAIME SMYTH DONN W. BOATINRICHT, P.S.M. FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 BOATWRIGHT LAND SURVEYORS, INC. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 DATE: JUNE 5, 2018 SHEET 1 OF 1 PROPOSED ADDITION 600 SF ARE N 85'20'02"W 10' EASEMENT FOR DRAIN .� IS' -6I '�` 'i 20' B.S.L. CD J N REMOVE ADD 0] I rn Ln r� I ip X61 - 1 5' -II coal LO 24(o.i BLDGS 9633 1,520 2,4833 TOTAL o B I' CONC SIDEWALK b 80.65' AND UTILITIES _—_—_—_—_—_---_—_—_--� FUTURE �? ADDITION 120 SF' AREA I I EX16TING I I � STORY BLO ;K i RESIDENCE N m N No. 160 9633 SF i 39.0' I I ----------- --J 20' BLDG SETBACK n ` LANDSCAPING LINE (B.S.L). o 0 ' GRAVEL A N) r 41 n Al _ I i14' -O' LY1 f' �p� 1 S85 -20'02't I - 80.65' 22'-0 1/2' BONITA�l ROAD INCLUDES 60' RIGHT OF WAY PAVED PARKING FOR TWO CARS S f TE PLAN RENO SCALE 1' = 20'-0' COMMUNITY DEVELOPMENT APPROVED 0 0 W 00 M� ' J 0 Z SITE DATA 51TE AREA 1,500.45 SF TOT NON-PRIVOUS 2,8313 SF qo NON-PRIVOUS 38% LESS THAN 5O q MAX ZONING R5-1 REMOVE EXIST. METAL SHED 0 0 rri ►� 03 0 0) r� co REMOVE EXIST CARPORT N85'20'02"W 80.65' 10' EASEMENT FOR DRAINAGE AND UTILITIES -----i �m I m➢ i 20' B.S.L. O I I I I 26.1' r EX16T REMOVE ADD TOTAL rPAVED m Ln I/ 348 GRAVEL - 24(o.i BLDGS 9633 1,520 2,4833 TOTAL 2,831.3 SF 0 0 rri ►� 03 0 0) r� co REMOVE EXIST CARPORT N85'20'02"W 80.65' 10' EASEMENT FOR DRAINAGE AND UTILITIES -----i �m I m➢ i 20' B.S.L. O I I I I 26.1' r -----------------1 I i I I 1 STORY BLOCK !J RESIDENCEN Im No. 760 I� i� 39.0' II 20' BLDG SETBACK LINE (B.S.L). S85'20'02"E 80.65' BONITA ROAD 60' RIGHT OF WAY PAVED SITE FLAN EXI5T-/1:)E1„10 SCALE 1' = 20'-0' 0 M0 ' J rn W 00 rn 0 Z U _ w Z m� 00 o v a� cu O w > O mo Q 0 0 m O c z °mow N o` z N h Lu t N �o J U) 00 0o a z �w0� m:zZ O co m0�E O >a-, O U N Z u J W W H o aofT = 5 Fr ow-o w K W Q 0 U omz d U W Z W 0 O = w O U j > 0 Z O ow�Z< W :::i O Z w 10 < 1) 0 wo� W z ~ Zw CL' Z J N m co OmX U U O w w Z �zOc6Uw <U) xww0a- z Q U � U O Z Lu O a F_- FD 0 o LL O = Q_ D � Q 0CO 0 0 W Ix J Z L Q DRAWN v.B. CHECKED DATE 4-16-16 JOB NO. 7181® ST�� � I m Ln I/ d - N r� I I A\\ -----------------1 I i I I 1 STORY BLOCK !J RESIDENCEN Im No. 760 I� i� 39.0' II 20' BLDG SETBACK LINE (B.S.L). S85'20'02"E 80.65' BONITA ROAD 60' RIGHT OF WAY PAVED SITE FLAN EXI5T-/1:)E1„10 SCALE 1' = 20'-0' 0 M0 ' J rn W 00 rn 0 Z U _ w Z m� 00 o v a� cu O w > O mo Q 0 0 m O c z °mow N o` z N h Lu t N �o J U) 00 0o a z �w0� m:zZ O co m0�E O >a-, O U N Z u J W W H o aofT = 5 Fr ow-o w K W Q 0 U omz d U W Z W 0 O = w O U j > 0 Z O ow�Z< W :::i O Z w 10 < 1) 0 wo� W z ~ Zw CL' Z J N m co OmX U U O w w Z �zOc6Uw <U) xww0a- z Q U � U O Z Lu O a F_- FD 0 o LL O = Q_ D � Q 0CO 0 0 W Ix J Z L Q DRAWN v.B. CHECKED DATE 4-16-16 JOB NO. 7181® ST�� PROPOSED ADDITION 800 5-- AREA LB.S. LANDSCAPING LINE ). r� cp O O J vi PAVED �T S85'20'02"E 80.65' 2I 2'-0 /2' 348 Ln INCLUDES 60' RIG T OF WAY PAVED ( r 1 TWO CARS 9633 S f TE FLAN L f;;,' ENo SCALE V = 20'-0' 2,4833 TOTAL co 2,8313 5F oe V) _ CONC SIDEWALK l.� DENIED N85`20'02"W 80.65' 10' EASEMENT FOR DRAINAGE AND UTILITIES 18'-6 1/2' I 20' B.S�IL. — — ---------- FUTURE j I ADDITION 120 SF AREA 3s.o rk/I EXIS'.'ING 1 IJ STORY BLOCK i vi RESIDENCE N m N No. law I in 9633 5F i I� 39.0' L I m ---2s. — — — ------ ---- ---1 20' BLDG SETBACK GRAVEL z (7 o � D { LB.S. LANDSCAPING LINE ). r� cp ADD I TOTAL PAVED �T S85'20'02"E 80.65' 2I 2'-0 /2' 348 BONITA ROAD INCLUDES 60' RIG T OF WAY PAVED PARKING FOR 1 TWO CARS 9633 S f TE FLAN L f;;,' ENo SCALE V = 20'-0' 2,4833 0 O P6 0) W 00 1n J Cn d - O z 51TE DATA 51TE AREA 1,500.45 5F TOT NON-PRIVOUS 2,8313 5F q NON-PRIVOUS 38% LE55 TPAN 50 q MAX ZONING R5-1 N85'20'02"W 80.65' 10' EASEMENT FOR DRAINAGE AND UTILITIES REMOVE r I EXIST. METAL 1 '0m,: i 20' B.S.L. SHED ;------------- L--- Or I o I � I � 26.1' i REMOVE EX15T CARPORT ----------'� I I I 151' o I ------ 1 STORY BLOCK I RESIDENCE N Im No. 760 I� I� 39.0' I iw -----i 00 `n ---- -------------------------I [CD � 20' BLDG SETBACK �t a LINE (B.S.L). z z -C S85'20'02"E 80.65' BONITA ROAD 60' RIGHT OF WAY PAVED 57E PLAN EX15T./DE1„10 SCALE I' = 20'-0' NO. REVISIONS �EL w z U ED 00ti Em o -c N O W Q U � � 0 a 0 c Nz c,4 W �N a o4 z NM W m Ld U U) 00 00 a z W J m=ina c0 cc z 0 a LL W,- O m0�w N >-KaU m W �IZw F a < z= afo°° � W a U �o> } nj°zF� ao owazo U=�Op-� 6 U 0 >>o0 wz@ :D Qw, U5zO W 0 ~ J0 z z W - - W � z J m <nOmXJU z° z W Q z Z 0 U w a -W amvn�a d' W WOd ° O z a U W cr U LL Z W O O a w o L. O = 3 c 6 W U d W Z � = g CL _J= a CHECKED VB. .—e 4-16-18 JOB NO. 21810 ST -1 EXIST REMOVE ADD I TOTAL PAVED 348 GRAVEL 246.1 1 5LDGS 9633 1,520 2,4833 TOTAL 2,8313 5F ----------'� I I I 151' o I ------ 1 STORY BLOCK I RESIDENCE N Im No. 760 I� I� 39.0' I iw -----i 00 `n ---- -------------------------I [CD � 20' BLDG SETBACK �t a LINE (B.S.L). z z -C S85'20'02"E 80.65' BONITA ROAD 60' RIGHT OF WAY PAVED 57E PLAN EX15T./DE1„10 SCALE I' = 20'-0' NO. REVISIONS �EL w z U ED 00ti Em o -c N O W Q U � � 0 a 0 c Nz c,4 W �N a o4 z NM W m Ld U U) 00 00 a z W J m=ina c0 cc z 0 a LL W,- O m0�w N >-KaU m W �IZw F a < z= afo°° � W a U �o> } nj°zF� ao owazo U=�Op-� 6 U 0 >>o0 wz@ :D Qw, U5zO W 0 ~ J0 z z W - - W � z J m <nOmXJU z° z W Q z Z 0 U w a -W amvn�a d' W WOd ° O z a U W cr U LL Z W O O a w o L. O = 3 c 6 W U d W Z � = g CL _J= a CHECKED VB. .—e 4-16-18 JOB NO. 21810 ST -1 N85`20102"W 10' EASEMENT FOR DRAIN; PROPOSED fl ADDITION20' B.S.L. S00 SF AREA GONG SIDEWALK Z C\� L GRAVEL A m �cn V 22'-0 1/2' INCLUDES PARKING FOR TWO CARS 80.65' AND UTILITIES -------------- FUTURE ----------- FUTURE e ADDITION v� 120 SF AREA I s.o I EXISTING I I ; STORY 5LOCK i �? RESIDEINGE c m -d: No. 160 I in 9633 504- ,39.0' F i r 39.0' I 7 ------------------------- v -------------------- -- 20' BLDG SETBACK LANDSCAPING LINE (B.S.L). �i onpro ec� �fo�i dpi S8 5`20'b2 E 80.65' BONI `�A ROAD 60' RIGHT OF WAY PAVED R i S f TE FLAN F,)ENO SCALE I' = 20'-0' s�al�z� arovnC� P��'"'�;; ��UNITY DEVELOPMENT REMOVE EXIST. METAL SHED w 00 REMOVE Ln EXIST ai CARPORT SITE DATA SITE AREA 1,500.45 SF TOT NON-PRIVOUS 2,8313 SF % NON-PRIVOUS 38% LESS THAN 50 q MAX ZONING RS -1 0 REMOVE O TOTAL rri rn 0 348 0 246.1 rri 5LDG5 Q7 00 1,520 2,4633 TOTAL 0) r7 20313 SF O w 00 REMOVE Ln EXIST ai CARPORT SITE DATA SITE AREA 1,500.45 SF TOT NON-PRIVOUS 2,8313 SF % NON-PRIVOUS 38% LESS THAN 50 q MAX ZONING RS -1 N85'20'02"W 80.65' 10' EASEMENT FOR DRAINAGE AND UTILITIES 0 n 0 rq n -------------------------1 I I I I 39.0 15. 1 STORY BLOCK IJ RESIDENCE Im No. 760 N I� N I r` 39.0' I I I ----------- — -- 20' BLDG SETBACK LINE (B.S.L). N S85'20'02"E 80.65' BONITA ROAD 60RIGHT OF WAY PAVED SfT= ;=I ATQ XfST./D;=1„CO SCALE I' = 20'-0' 0 O rri w 00 rn r� 0 Z �(- ve-vU0 a Z M S (n Q 47 <F z0 mmo�w O >Ir 0U N m w W W " Oa�,z = FpLL=Op (� :D w < ~ U �o>woo� > cn5oQEa zmz a n O OwQUUz U U=�OwpO >o°Z� o. W,9"< W:J O Z w D arraZ�� 015 wF>�z �7 —mU cn0mX �U Z w < w Z p,6, ;� cl)aw:1 < (n (n l 0- IrWwOn- o O w z Q U cc U O W O o Q Q w O 0 = VUQ a: W Lu m W Cl) V 0. 0 W g 2 = a.J7a DRAWN CHECKED V.5. D- 04-16-18 JOB ND. 21810 ST -1 EXIST REMOVE ADD TOTAL PAVED 348 GRAVEL 246.1 5LDG5 9633 1,520 2,4633 TOTAL 20313 SF N85'20'02"W 80.65' 10' EASEMENT FOR DRAINAGE AND UTILITIES 0 n 0 rq n -------------------------1 I I I I 39.0 15. 1 STORY BLOCK IJ RESIDENCE Im No. 760 N I� N I r` 39.0' I I I ----------- — -- 20' BLDG SETBACK LINE (B.S.L). N S85'20'02"E 80.65' BONITA ROAD 60RIGHT OF WAY PAVED SfT= ;=I ATQ XfST./D;=1„CO SCALE I' = 20'-0' 0 O rri w 00 rn r� 0 Z �(- ve-vU0 a Z M S (n Q 47 <F z0 mmo�w O >Ir 0U N m w W W " Oa�,z = FpLL=Op (� :D w < ~ U �o>woo� > cn5oQEa zmz a n O OwQUUz U U=�OwpO >o°Z� o. W,9"< W:J O Z w D arraZ�� 015 wF>�z �7 —mU cn0mX �U Z w < w Z p,6, ;� cl)aw:1 < (n (n l 0- IrWwOn- o O w z Q U cc U O W O o Q Q w O 0 = VUQ a: W Lu m W Cl) V 0. 0 W g 2 = a.J7a DRAWN CHECKED V.5. D- 04-16-18 JOB ND. 21810 ST -1 IS' -6 1/2' F- --------- --- ---------- I ©---- -, I 12'-I' j 0 LAUN r -i i � I ' (P I ---* I � MASTER BDRM I OI � I — — I %4 I O I I I I 1 5'-11/2' 2'-8' 3140 (o'-11/2' I � � I � O_ M. BAT LnJEN CAB OI i dl L --J 4 r I _ I _- ---- I 0 O I r 2 UNDER DIN ') I MORNING KIT I O 6 I I � 0 I ui1 8 I 1 � O iiii I nil I uii I a' LIV RM I u1i - ---- - ------------= I/2' 5'-10" WALL CABINET ABOVE FLAN LEGEND EXISTING WALLS TO REMAIN NEW INTERIOR NON LB AND EXTERIOR LB WALLS TYP 2x2 P.T. WD FURRING g 16' O.G. SECURED TO EXIST CMU ID WALLS TYP., U.ON, i I I I I � I I r I 31/2'- ---------------------------- 3 EXISTING KITCHEN EXISTING RESIDENCE EXISTING LIV RM EXIST. COVERED ENTRY C WINDOW T -T -FES O INDICATED WINDOW SIZES ARE BASED ON WINDOW FRAME SIXES ® 4'-II'x4'-5' PICTURE WINDOW © 2'-5'x4'-5' SH © 3-3'-I'x2'-II' SH DOOR T� FES PAIR 3'-0'x6'-8' INTERIOR FRENCH DRS 3'-0'x6'-8' � GLASS W/ MUTTINS W/ �' RISE THRESHOLD 3'-0'x6'-8' POCKET DR 6'-0'x6'-8' FULL LOUVER BI -FOLD DRS 2'-8'x6'-8' POCKET DR PAIR 3'-0'x6'-8' EXTERIOR FRENCH DRS PLAN NOTES REF SHEET A-1 OoMto/v ,T yDev � pp� OpM ® 1/�® OREMOVE EXIST WINDOW AND FRAME. REMOVE PORTION OF EXIST WALL BELOW EXISTING WINDOW AS REQUIRED TO ACCOMMODATE NEW DOORS O BASE CABINET , COUNTERTOP AND WALL CABINET PER OWNER DESIGN OREMOVE EXIST WINDOW AND FRAME. BLOCK UP OPENING AS REQ'D TO MATCH ADJACENT WALL FINISH O VANITY W/ KNEE SPACE CLEARANCES PER ADA AND LINEN CABINET PER OWNER DESIGN OAPPLIANCES BY OWNER OJ' C-aB ON 2x2 P.T. WD FURRING FULL HGT AT 16' O.G. OVER EXIST CMU WALL TYP., U.ON. OATTIC ACCESS OCONC, RAMP MAX 1:12 SLOPE E Og CONG LANDING ALIGN W/ FIN FLOOR SLAB FLOOR FLAN iRENO SCALE: 3/16' = I'-0' 800 SF ADDITION A, ' N EN T 84, m� cl oor�s� AID I­�� - 0 0, w 14101�mo it W a ro m Io o �N O >�� _ �rn< U O a2 o C Z W �U) N 0 C') W N p) m ��� (� n cu o O m a0z Lw - mama a0 mo�z w OF O >- wN mw�'w z w H Os�Q�i- z = U LL p Oo L W O w'Q�U �o>w } m.5pz�� d zmZaam o Ow QmmZ U pro 0O w> W O U Q D W a U w w- OZ z < f 'o �� W��Z�w wOJ�m Tz_mw� m0°,X -U W m z Z Z 0,6 U w < (n U) oa U 012� z Q U w U u. Z W O _� Q H � Q w O LL o 2 = � � W W m c U a. O TW Q i aD� Q V$. .NECKED V.e. DATE 04-16-18 JOB NO. 21810 A-1 REMOVE EXIST. ROOF OVERHANG TYP, REMOVE EXIST. ROOF OVERHANG TYP I I I T T - - - - - - - - - - - - - (I II II II I I I REMOVE EXIST. CARPORT TYP II II II II II II -------------- .__ -__ - - --,- - ----------------- I II I I I IL JIIIL -i I I II IIIII II I I IL---JIIIL— —JI I I II II REMOVE EXIST. i i MOVE WINDOWS TYP I I CARPOR- II II II LEFT SIDE ELEVATION PEt-10 SCALE: 3/16' = I'-0' REMOVE EXIST. ROOF SHINGLES THIS SIDE ONLY 7 ------ ------ ------ ------ ------ ------ FONT ELEVATION Dfz-1" f0 SCALE: 3/16' = 1'-0' ----------------- EXISTING FACADE TO REMAIN IRIG�4T SIDE ELEV,4TION fRENO SCALE: 3/16' = 1'-0' LOUVER VENT W/ INSECT SCREEN Colykfu T A Y�E�FL OP Ppb® ME�r Ve6 C �N rENT BARBS 70� :• R00 57 NO. RENSIONS cr FL w Z Q c� Lo N O_mo U N N Q W % F N O x �rn Q dO c -t� z r W� U � N 0 V Z co W (D co U) m o0 m az w z W J of z o pp � Qw W� O m02w N Z W o w S ~ Q _ O LL D O 7,oQa L } c~n5o�� d zmzzaav p oW<InUtz U ��w0= (0, O 0 >w CJ pw-zC9a uwiwo OZo FUp' Q J w F Z co ZF x O J co m nww 00 X -o U Z,ZZ az O O W 0w7 a umn , afww0n- o O w z Q U Lu U o Z W 0 0 P 65 a Q Lu 0 LL o = Z 0 W W m ca co) U a ui z � = g a D a OrxAwN V$. CHECKED V.B. DATE 04-16-18 JOB NO. 21810 A-2 FRONT ELEVATION RENO SCALE: 3/16' = V-0' i COMMUNITY D VELOPMENT APPR VED 6 LF RIDGE VENTS LEFT SfpE ELEV,470N FENO SCALE: 3/16' = 1'-0' F,4fiP,TI,4L FREAS ELEVATION SENO SCALE: 3/16' = V-0' NO. REVISIONS W z U 1� a a - 6 m mm co N O W F_ N p = C a Q U O af a �� 0 Z �r- W N U) Q) 5 4 Z Nco W co Q) C O J co iv O o m a z m=ma OJ wI-z0 aIWF- O- m 02 N Y p U mW jZIW F- OatrTz = p}=pLD U c) of p F- � W a'ad'U � j p O � } m j p z F d zmzaaU cn Wa Lu U ' N z o u., O W> W p U z U W O Q z O U F Z 07 W � Z F m w (n W W z z z W a W U > d w J K w w OO d p p z a U w � U LL Z W 0 0 �o (n a w o LL p U °C13 w W U L.I. z g Q DRAWN V.6. CHECKED v.B. GATE 04-16-18 JOB NO. 21810 A-3 �LL •�\NCENT BA 70. OA R 0 757Ci A •lam NO. R"SIONS u) of [-L w ¢ m rf 00 m° @mo F N O W C:) U C m Q W O ¢ a c t Z LM 3) W m � Q� N Z W LSU � c)o J m rn L V% c p b ¢ Z ww0� mTn¢ co a LL W O O mO�w N m Wz zP:QLZ J W= H 03QHZ =W 0 4 2 U �wwQ�U pOow Z o H a z m Z Q d-. 0 W¢ U cn �n z STVOw- =O> OU W> W p U Q LL, O w w F - ZOZ O ~ w0��mw z J O m w m m W m z zwaz 30awU�w crww0a0 d' W W O W O 0 O Ix Z ¢ U cr U WLLo � o W a a:O LL i = z a: w � � m ca CO0. v O = g a F- Q V$ CHECKED �8. on-rE 04-16-18 Joe 21810 A-4 U 77 z NIW „Zl `n p w L-11 Q� J L" U7 W p cn 111 O mQ I ci �p�p I �I cn � } p JJ fK p X � O �p QZ �- vw �'��LL � } X w L� x to O T Q Z ~ I � to W LUx 2u1 U1 @ Z O Z LLN I cn X Ul � Q =� U W tu } J��11� Z Q a u- uplu Op w0 �pOQ cul U- O z� �nq� O W z ill z : p3 O � X� `� iJi i� _ z d) W O � � Z F- I !14W/Q ill x _Jo I I z o o Q I I \ Z W \\ (K NLL � a 0. V X �Z LU p Q w LL I J fl7 W wF O cn 0U N W Q �� � Q w Z _J CSD) WU- ul Q Q Z J c� z xJ J I J J p WW I p mzm QW z oO,Q (a o Q� _ o �� Q n z p ��� /' LR a- ... 4 pyo Q� to �p � z - mw IL p u l I. (Y'3 Q (Y- U -q� Q � :z 'a m � c�xv � cn I W Q J a W p �Qpul > @ �Q X QQW ��J pl W Ill cp [U O / �•, 0-- ul� 4 w 0 tt U co O I X Jp cv� pLu xOz N J ui W zU mLL p ul J to I a mQ o° w w z I 'AW~ zo wo- / p�wmp m �� W I p: O / LL 'D (�, 0- \D U_ Q LL �+ X ED Q TX � �LL •�\NCENT BA 70. OA R 0 757Ci A •lam NO. R"SIONS u) of [-L w ¢ m rf 00 m° @mo F N O W C:) U C m Q W O ¢ a c t Z LM 3) W m � Q� N Z W LSU � c)o J m rn L V% c p b ¢ Z ww0� mTn¢ co a LL W O O mO�w N m Wz zP:QLZ J W= H 03QHZ =W 0 4 2 U �wwQ�U pOow Z o H a z m Z Q d-. 0 W¢ U cn �n z STVOw- =O> OU W> W p U Q LL, O w w F - ZOZ O ~ w0��mw z J O m w m m W m z zwaz 30awU�w crww0a0 d' W W O W O 0 O Ix Z ¢ U cr U WLLo � o W a a:O LL i = z a: w � � m ca CO0. v O = g a F- Q V$ CHECKED �8. on-rE 04-16-18 Joe 21810 A-4 HAND HELD SHOWER HEAD ENL,4RG;ER FLAN SCALE 3/8' 4-0' 1 D IA WRAP AROUND GRAB BAR TYP I �" DIA WRAP AROUND GRAB BAR tIYiR, TILE BASE AS SELECTED i INSUL EXP— PIPES TYP i 4'-6' MIN 5'-6 1/2' I - 2 fo — * TIE CLCD OVER SLOWER 2'-0' / \ SHOWER / \ OFF SIDE SIM \ / 3'-01/2' X KNE SP. \ / I'-4 1/2' i 115' MIN P. LAM WD BRACKET ONE END SLOPE FL TO TOP OTHER END OF VANITY DRAIN 9 -0'-1' TYP SECURED TO LINEN CAB 11,45TEfR 54N INTERIOR ELEVATIONS SCALE 3/8' 4-0' LINEN CAB SECURED TO SOLID 4' HIGH CMU BASE W/ TILE FIN. TOILET ACCE550RIE5 lO TOILET PAPER DISPENSER O 3'-0" I -4C GRAB BAR O3 3'-6" HC GRAB BAR O 24"x30" MIRROR �' THK TILE SILL NO. REVISIONS cn CL w Z r a m 00 � oO f- ami N O C) > -O �rn Q a �� 0 c z , w N U) z N M co U r L) o —! @� L c/) (Q O b m ZJ W W of O �FZ0 r mom~ o -w N Z L w = F o of F- � w W a , 0 �o�ooxD } - zF', 0- z m 9< I w O Owav NZ U �w E0)- O; / LINEN CAB I I I I I I I I I I I L-------------------- KITCHEN EXISTING RESIDENCE LIV RM IIII fill fill fill 11111 fill fill IIII fill �\ fill EXIST. COVERED ENTRY ELECTRICAL 5CHEDULE q p PENDANT LIGHT FIXTURE VERIFY LOCATION d b WITH OWNER RECESSED CAN LIGHT FIXTURE IN CLG ® RECESSED WATERPROOF FIXTURE WP IN CEILING } RECESSED EYEBALL (ADJ) �� FIXTURE IN CEILING CEILING MOUNTED LIGHT FIXTURE } 'Y WALL MOUNTED LIGHT FIXTURE RECESSED COMBINATION EXHAUST FAN AND LIGHT FIXTURE, WATER PROOF m SHOWERS ® RECESSED EXHAUST FAN c DOUBLE BULB FLOOD LIGHT MOUNTED ON SOFFIT CABLE TELEVISION OUTLET TELEPHONE WALL OUTLET IS' AFF. TYP. U.O.N. WEATHERPROOF IIOV DUPLEX CONVENIENCE OUTLET ON WALL IIOV DUPLEX CONVENIENCE GFI OUTLET WITH GROUND FAULT +42 INTERCEPTOR IIOV CONVENIENCE OUTLET *42 MOUNTED AS INDICATED IIOV CONVENIENCE OUTLET ON WALL IS' AFF. SWITCH $3 SWITCH 3 POLE ® CEILING, MOUNTED SMOKE DETECTOR UNDER WALL CABINET LIGHT STRIP ® 220V DUPLEX CONVENIENCE OUTLET CEILING MOUNTED COMBINATION PADDLE FAN WITH LIGHT FIXTURE VERIFY LOCATION W/ OWNER VERIFY ELECTRICAL LAYOUT WITH OWNER FLOOR FLAN - ELECTRICAL SCALE: 3/16' = V-0' OF A\N T BA&•.'9 A 008757 :•lam NO. REVISIONS cn w Z U I� Q m s a m � O p w w a� o = C Q U O a a 0 c cu 04 N co o�Z N 000 w co a) O J ca - L in M o0 ar zj wQ =(na �z 4 WW [- m0�w o 0 Y x p U mwZw a W' Q LL = O Q U�-c' 7 W a U K p W S jp ZZ'rF n zmzaW u. O Owa nIn U of o C) O OW W > — U Z O W O O z O Ww JF- Z7z w() - m ,nww rn0m x'U Z Z Z W m w w O (nU �0Ww� au�nrW T W W O m p p w z a U U 0 Z W o 0 H c D a LU o LL Q U W W dir— U a LV z � = g aD-J7 Q o— V.B. CHECKED V.B. DATE 04 -16 -IS JOB NO. 21610 E-1 18'-6 1/2' r- - - - - - - - - - - - - - - - - - - - - - - - - I I I I I I I I I I i I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I 4' POURED CONC SLAB ALIGN W/ ADJACENT EXIST SLAB W/ 6X6XWI.4XW1.4 OR STRUCTURAL FIBER MESH OVER 6 MIL VAPOR BARRIER ON TERMITE TREATED COMPACTED FILL TYP. I I I I I I I I I I I I 1 I I I I I 5 I I I I i I i I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I i I I I I I I I I 1 3'-6' L V-1 1/2' 1,2'-9 1/2' 1.3'-3 l/2' 18'-3' LVL 3 1/2'x11 1/4' HEADER -l'?,----------- --------------- --- ----------------- A FLAN 1DETAIL "I'S J-1 3/8' = V-0, r I Iv I I I I I I I I I I I I I I I I I I ------ TING GONG FTG 5'-2' RO. I/2' DIA THREADED ROD 2X P.T. BASE PLATE \ SEE ANCHORAGE SYSTEM NOTES FOUNDATION PLAN NOTES O16' X f20' THICK CONC FTG WITH (2) S CONT. BOT OF FTG TO ALIGN W/ BOT OF ADJACENT EXIST FTG TYP OEXTEND FTG REINF INTO ADJACENT EXIST FTG 5' EMBED O05 DOWELS 12' LONG CORE DRILL d FILL W/ EPDXY INTO EXISTING CONC. FLOOR SLAB AND FOOTING W/ 6' EMBED 9 24' O.C. TYP. OVxV THKEN SLAB EDGE ORECESS CONC FLOOR SLAB AS ACCOMMODATE SLOPING OF SH T=0UND,4T I ON FL_ AN SCALE: 3/1(o' = 1'-0' 3'X3'XI/8'THICK WASHER W/ NUT Eau, �0F.F�O UER •'�P�O T BAf?8,6 •"�•= 008757 '1~ t �.n u PLATE HT.. HEADER, SEE FRAMING PLAN (U 2x JACK FASTEN W/ IOD NAILS STAGGERED SPACED 6' O.C. EACH PLY, TYPE., U,ON, (2) 2x JACKS a OPENINGS GREATER THAN Y-0', FASTEN W/ IOD NAILS STAGGERED SPACED 6' O.G. EACH PLY, TYP., U,ON, (2) 2x KINGS ATTACHED TO ADJACENT STUDS W/ IOD NAILS STAGGERED SPACED 6' O.G. EACH PLY, TYPE., U.ON. NO CONNECTORS REQV e WINDOW OPENINGS OP OF CONC ,� 1DOOF i, Ai„�(NCS J-1 3/8' - V-0, WINDOW OPENING SIM LVL 3 1/2'x11 1/4' HEADER I 6 PLATE HT.. (3) 2x JACKS FA; NAILS STAGGERE O.G. EACH PLY, 1 ) 2x KINGS ATT, :)JACENT STUD,' 'AGGERED SPS -Y, TYPE., U.O.N. TOP C 5 u u u u II II II u II u n u u II u u n n II u II u u u II n u n II p II u n ii 11 n n u n II II II u u D SPACED 6' I I I I i I I I I I I I I I 3'-0' OPEN' G I YP., UON, i MAX I I I I I I I I I I I I I I I I I Tl----Zr- I II II I I II II I I II II I I II II I � lul ml Eau, �0F.F�O UER •'�P�O T BAf?8,6 •"�•= 008757 '1~ t �.n u PLATE HT.. HEADER, SEE FRAMING PLAN (U 2x JACK FASTEN W/ IOD NAILS STAGGERED SPACED 6' O.C. EACH PLY, TYPE., U,ON, (2) 2x JACKS a OPENINGS GREATER THAN Y-0', FASTEN W/ IOD NAILS STAGGERED SPACED 6' O.G. EACH PLY, TYP., U,ON, (2) 2x KINGS ATTACHED TO ADJACENT STUDS W/ IOD NAILS STAGGERED SPACED 6' O.G. EACH PLY, TYPE., U.ON. NO CONNECTORS REQV e WINDOW OPENINGS OP OF CONC ,� 1DOOF i, Ai„�(NCS J-1 3/8' - V-0, WINDOW OPENING SIM LVL 3 1/2'x11 1/4' HEADER I 6 PLATE HT.. (3) 2x JACKS FA; NAILS STAGGERE O.G. EACH PLY, 1 ) 2x KINGS ATT, :)JACENT STUD,' 'AGGERED SPS -Y, TYPE., U.O.N. TOP C 5 ,TEN W/ IOD D SPACED 6' YP., UON, %%HED TO i W/ 10d NAILS CED 4' O.C. EACH 5 2x P.T. BASE E GONG PLATE 2 ELEV. OF �4EADEIR SUFFOf;�,'T s-1)3/8' = I' - m" NO. REVISIONS cr I w a m r- co @m O allo Fw- C) a� U O c a 0 N Z W (N co oMLLJ Z 14 co U_ L cu O J -0 mcl) L � m 00 00 a z wW0:j of z oo ao Q"wF- mo�W o 0 Y x O U Zww= H U> a-wl-z = P: w o U a� Of C1'zaf zo o S�wwQ,n'oZ oU o;WoO �Q C1 W W Z U 'n w o o z O L,j o�F w 0 Z m w W' z _J m m 2 fn W u)omx-IU Z z Z W Q W U u) d W - o ( F -p c)ww oa D Ua, Z Q U W cr V u- Z W O H o Q cr O 2 W O 2 3 Q W W U G. W Z a =� g D. GH Q DRAWN vB. CHECKED VB. DATE 04-I6-18 JOB NO. 21810 S-1 EXTERIOR L.B. SHEAR WALLS SEE WALL SECTION I/A-4 TYP --- ---------- I 2_2x10 — — INTERIOR NON L.B. PARTITIONS TYP _ i f I I L- I ATTIC ACCESS Q N n RF FRAMING FLAN NOTES ref sheets 5-1 4 5-2 O ANCHOR BOT. 3-2X4 JACK STUDS W/ SIMP50N DTT2Z W/ 1/2' OONE SIMPSON W2.5A AT EACH RE TRUSS BEARING W/ 5-Sd a A.B. 1 ONE S 'E4'. TIE END OF EA STUD TO HIDER W/ SIMPSON RAFTER 4 PLATE TYP., U.O.N.LSTAS ONE SIDE. O TIE ENE) OF EA WD PLATE TO END OF HDER W/ SIMPSON O 1/2' DIA ALL THREAD a 48' O.G., ONE m EACH SIDE OF OPN'G 4 LSTAI8 W/ 14-10d NAILS ONE SIDE ® EA CORNER TYP U.O.N. OANCHOR BOT. 2-2X4 STUDS W/ 51MP50N DTTIZ W/ J' A.B. W/ 8-10dxl 1'. TIE TOP OF EACH STUD TO WD PLATE W/ SIMPSON SP4 STRAP TIE W/ 6-10dxl I' TYP O2-2x4 P.T WD STUDS SECURED TO EXIST GMU WALL W/ 4' TITEN, I I' GMU EMBED 6 8' O.G. STAGGERED 4 TIE TOP of EAC44 STUD TO WD PLATE W/ SIMPSON 5P4 STRAP TIE W/ (o-10dxl ;' TYP I I LVL 3 �'xll 1/4' ---I\---------------------------- 2x4 BLOCK @ X -BRA 4-16d NAI 4-12d (2 ES) TOE NAI EA, END, FROM BLOCK TO TRUSS TOP CHORD SIMPSON A33 CL 2-12d NAIL A33 CLIP I I III I I EXIST WINDOW HEADER TO REMAIN TYP I f I I n III ISI SHEATHING J❑INT ROOF SHEATHIN PER PLAN 3-12d NAIL: TYPICAL AT VERTICALS SEE NOTE #2 CON 2x4x8' #2 SYP LATERAL BRACE @ 48' ❑,C. w/3 -12d INT❑ EACH TRUSS BOTTOM CHORD PLATFORM FRAMING GABLE END NT 2x4 ❑UTLOOKER @ 24' ❑.C, ALIGN ONE ❑UTLOOKER w/EACH X -BRACE OR 2x4 BLOCK @ 48' O.C. 4-12d TOE NAIL BLOCKING (2 EA SIDE) HURRICANE CLIP H5 @ EACH ❑UTLO❑KER RA 2x4 X -BRACE @ 48' ❑.C, -16d SEE NOTE #2 12d 4' ❑,C, FROM LATE L BRACE TO \ BLOC BELOW 2x4B ILED TO TRUSS I WEB IS NOT PR T, i 2x4 BLOCKING @ 48' O.C. J BETWEEN GABLE AND FIRST TRUSS H5 CLIP @ 48' ❑,C, FROM--/ BLOCKING TO DBL TOP PLATE ONE LEG OF 2x4 X -BRACE @ 48' O.C. 12d NAILS @4' BOTTOM CHORD OF COMMON TRUSSE�(3)12cll @ 24' D.C. - SIMPSON A33 CLIP CS20 STRAP w/14 -10d NAILS (7 EA END) .2d NAILS BOTTOM CHORD OF GABLE END TRUSS w/12d TOE NAILS @ 8' O.C. TO DOUBLE TOP PLATE 12' TOP CHORD OF ❑.H, GABLE END TRUSS DROP 3 1/2' BRACE VERTICAL MEMBERS OF GABLE END TRUSS PER TRUSS MFR DETAILS 2-i2d NAILS CS20 STRAP w/14-lOd NAILS BOTTOM CHORD OF ZT GABLE END TRUSS A S-3 `—(2) 2x TOP PLATE 2x STUDS PER PLAN )KN❑TES: 1) WHERE 'H' EXCEEDS 7'-0' X -BRACES SHALL BE 2x6, 2) WHERE H' EXCEEDS 10'-6' X -BRACE MEMBERS SHALL BE NAILED TO VERTICAL '-,,z-DOUBLE TOP PLATE \\\'HS CLIP FROM\\ \1J TI CONTINUOUS TO DBL TOP PLATE 2x4 CONTINUOUS 2x4x8 BLOCKING @ 48' O.C. #2 SYP LATERAL BETWEEN GABLE END BRACE @ 48' O.C. TRUSS AND FIRST ISO. OF LATERAL BRACE TO GABLE COMMON TRUSS A END TRUSS - PLATFORM FRAMING S-3 NT OF F�O� 5 ENT •,� J\N BA 7 M'pARp •� FD A Uc NO. REVISIONS - L Lu z U 1� co In a m�00 CD UN Q W % d N _ Q U p Q 0 Z �n LU �C/) N 0 N W N p� U L N �oJ c� � o0 m w a z� ww0 m=v,¢ f z a0 QI WF- O m 0 2 w N m www H o�Q-�z = r o�woo c� UK -pF-I- d' W w Q U >p0� } z5 aa. 0 co) WaIv-z U a�wwo8o O LL> w O U z owy 0))wooz0 Q (rF- '- -U� W U` - N - 0 Z 1 z LLI J H m fr n w Lu U O- x J U z0Zw<z U Ld no W 2 Xww0a o O K z Q U w cc U o Z w 0 0 Q H � � Q LL 0 U W cr co cl) U az w g a = Q CHECKED V.B. DATE 04-I6-18 JOB - 71810 S-2 MITEK PLA APPROVAL #'S 2197.2-2197.4, WEYERHAUSER PRODUCT #'S 1630.2-1630.10 [ NO EXCEPTION TAKEN MAKE CORRECTION NOTED [] REVISE AND RESUBMIT [] REJECTED Checking is only for general conformance with design comept of the project and general compliance with the information liven in the contract documents. Any action shown is subject to. the requrrefntats of the plans and specifications. Contractor is re- sponsible for: Dimensions which shall be confirmed and cor- related at the job site; fabrication processes and techniques of construction: Coordination of his work with that of all other trades arta sahgl story performanct of his work. BAR64RA & ASSOCIATES, INC. ARCHITECTS •PLANNER §� DATE 2 (`�/ BY. General Notes: - Per ANSI/ PI 1-2002 all " Truss to Wall" connections are the responeibiGty of the Building Designer, not the Truss Manufacturer. Use Manufacturer's specifications for all hanger connections unless noted otherwise. - Trusses are to be 24" o.c. U.N.O. 'All hangers are to be Simpson or equivalent U.N.O.- Use l0d x 1 I/2" Nails in hanger connections to single Ply girder trusses. Trusses are not designed to support brick U.N.O. - Dimensions are FeehInches- Sixteenths Notes: No back charges will be accepted by Builders FirstSource unless approved in writing first. ACQ lumber is corrosive to truss plates. Any ACQ lumber that comes in contact with truss plates G.e. scabbed on tails) must have an approved barrier applied Gree Refer to 13CSI-BI Summary Sheet -Guide for handling, Installing and Bracing of Metal Plate Connected Rood 'hues prior to and during truss installation. It. is the responsibility of the Contractor to ensure of the Proper orientation of the truss placement plane as to the construction documents and field conditions of the structure orientation. If a reversed or flipped layout is required, it will be supplied at no extra cost by Builders FirstSource. It is the responsibility of the Contractor to make sure the placement of trusses are adjusted for plumbing drops, can lights, act..., so the trusses do not interfere with these type of items. All common framed roof or floor m-stams most be designed as mNOT impose any loads on the floor trusses below. The floor trusses have not been designed to cam- any additional loads from above. This truss placement plan was notcreated be an engineer, but rather by the Builders Firstsoume stag and is solely to be used as an installation guide and does not require a seal. Complete truss engineering and analysis can be found on the truss design drawings which mal be sealed by the truss design engineer. Gable end trusses require continuous bottom chord bearing. Refer to local codes for wall framing requirements. Although all attempts have been made to do so. trusses may not be designed sy-mmetricallv. Please refer to the individual truss drawings and truss placement plans for Proper orientation and placement. Builders FirstSource Freeport PHONE: 850-835-4541 FAX: 850-835-4532 Jacksonville PHONE: 904-772-6100 FAX: 904-772-1973 Tampa PHONE: 813.621-9831 FAX: 813-628-8956 Futuristic Homes of Florida 760 Bonita Road Smyth Residence 6/12/20181 n ELO 1 1456607 N/A I N/A N/�