Loading...
410 Garden Ln - Permit RESA17-0024MAP SHOWING SURVEY OF LOT 4, SELVA MARINA GARDEN TWO, AS RECORDED IN PLAT BOOK 38, PAGE 39, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. a �o Iw Y 1 Q Z � 4 m k a O CL IQ FOUND 1/2" IRO N 20'f 9PIPE, 1'6 WOOD 5' Q 10 20 40 SCALE: 1" = 20' 1 LOT 5 (S86'21 '55" E 115.29' FIELD) ' �S86-17'40"E 115.14' i 7.7FOUND 1/2"IRON PIPE, NO CAP o WOOp BY: DRAWN BY. DAF b DECK o co v O p SAiCp 2.4' 0 WOOD 8.4' DEC M Lr) cz WOOD 10.3 STEP WA AN O TWO PLO ORCH STORY FRAM 36.6' N7 4.91 RESID ENCE UCCO 19.9' 3 NOD 1S coNt 18.7' v- v 12-3- `O DECKN N CON O W `O WOOD DWI gE T w r- d A/C PAD 36.3' 0.5' PAVERS 6' WOOD FENCE c0 08 cp pf ff n n f 6' WOOD FENCE 1.1' 19.8' FOUND 1/2" IRON FOUND CONCRETE 8g 08 6 �_ .1 LO"QO PIPE, ILLEGIBLE MDNUMGf\� Y.ri.iN. NO IDENTIFICATION cm 020.15' FIELD) � ~ I o S 0 LOT 13 LOT 14 a m z n r7 I m I I cco SELVA MARINA GARDEN PLAT BOOK 37, PAGE 84 o RIGHT OF WAY 20 th STREET NOTES: THIS IS A BOUNDARY SURVEY. BEARINGS ARE BASED ON THE SOUTH LINE OF LOT 4, BEING SOUTH 89'08'46" WEST, PER PLAT. THERE ARE NO BUILDING RESTRICTION LINES BY PLAT. THE PRO 'ERTY SHOWN HEREON LIES IN FLOOD ZONE "X" (AREA OUTSIDE 0.2% ANNUAL CHANCE FLOODPLAIN) AS WELL AS CAN BE DETERMINED FROM THE' FLOOD INSURANCE RATE MAP NUMBER 12031 CO 07H 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 3URVEYOR AND MAPPER." BOUNDARY SURVEY RECHECK: SEPTEMBER 28, 2017 CHECKED BY: DRAWN BY. DAF FILE: 2017-1314 THIS SURVEY WAS MADE FOR THE BENEFIT OF CURTIS W. AND q%HELE M. TOOMER. DONN W. BOATWRIGHT, P.S.M. FLORIDA UC. 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 REF: 98-483 DATE: JULY 9, 1998 SHEET 1 OF 1 I add ------ I h1 ed N: Retention area 2 h -- S 86D 17' M Retention area 1 — I NEW SECOND FLOOR DECK SEE DECK PLAN SPIT. A-2 2 STORY RESIDENCE 410 GARDEN LANE .00' 12" CATCH BASIN F)R OVERFLOW 4" N S FLEX PIPE 4" NDS PO —UP EMITTER —12" CATCH BASIN FOR OVERFLOW 4' NDS POP—UP EMITTER — 4' NDS FLEX PIPE ONE STORY ADDITION SHED ROOF TO MATCH EXISTING S 89D 08' 46" W 120.00' EQUIP. 23.02 LOT GOVER1�6� N EXISTING LOT 6,961 S.F. PRE—CONSTRUCTION COVERAGE 1,919 S.F. { RESIDENCE )r,„ 321 S.F. ( CONC. DRIVE } 2,1240 S.F. POST—CONSTRUCTION COVERAGE 1,919 S.F. { RESIDENCE } 321 S.F. ( CONC. DRIVE } 288 2,528 S.F. Retention area 1 Using calculations for trapezoidal prism b1=3, b2=6 (3+6) = 9 d= 1.5 L= 55 9x1.5x.5x55=371.25 Area 1 Volume = 371 ft3 Retention area 2 Using calculations for trapezoidal prism b1=6.5, b2=9.5 (6.5=9.5) = 16 d= 1.5 L= 23 16 x 1.5 x.5 x 23 = 275.9 Volume = 276 ft3. Required Storage Volume.- 623 ft3 Total Storage Provided: 647 ft3 Trapezoidal Prism formula V = L(.5)d(b1+b2) b1 O 1 3 g h CONC. DRIVE SITE FLAN 1" = 10' b2 +a Comp. By: LG Date: 12/20/2017 Public Works Department City of Atlantic Beach Permit No: Address: 410 GARDEN LANE Required Storaae Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre- and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V = CAR/12 Where: V = Volume of Runoff C = Coefficient of Runoff A = Area of lot in square feet R= 25 -yr / 24 -hr rainfall depth (9.3 -inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area (A) = 6,961 ftz Runoff Coefficient Area Lot Area Description (ft') (ftz) "C" Wtd "C" Impervious 2,240 1.00 Pervious 4. 721, 0.20 Runoff Coefficient (C) _ < Runoff Volume V= 0.49 x 6,961 x 9.3 V = 2,468 ft Postdevelopment Runoff Volume: Lot Area (A) = ft Runoff Coefficient ( i it 1 Description 1 (ft) "C" Wtd "C" Impervious 3,245 �o 1.00 0.47 Pervious 3,716 6,961 i POOL l� Runoff Coefficient (C) = 0.57 o tz'o° 00, ' a _ V = ------ I h1 ed N: Retention area 2 h -- S 86D 17' M Retention area 1 — I NEW SECOND FLOOR DECK SEE DECK PLAN SPIT. A-2 2 STORY RESIDENCE 410 GARDEN LANE .00' 12" CATCH BASIN F)R OVERFLOW 4" N S FLEX PIPE 4" NDS PO —UP EMITTER —12" CATCH BASIN FOR OVERFLOW 4' NDS POP—UP EMITTER — 4' NDS FLEX PIPE ONE STORY ADDITION SHED ROOF TO MATCH EXISTING S 89D 08' 46" W 120.00' EQUIP. 23.02 LOT GOVER1�6� N EXISTING LOT 6,961 S.F. PRE—CONSTRUCTION COVERAGE 1,919 S.F. { RESIDENCE )r,„ 321 S.F. ( CONC. DRIVE } 2,1240 S.F. POST—CONSTRUCTION COVERAGE 1,919 S.F. { RESIDENCE } 321 S.F. ( CONC. DRIVE } 288 2,528 S.F. Retention area 1 Using calculations for trapezoidal prism b1=3, b2=6 (3+6) = 9 d= 1.5 L= 55 9x1.5x.5x55=371.25 Area 1 Volume = 371 ft3 Retention area 2 Using calculations for trapezoidal prism b1=6.5, b2=9.5 (6.5=9.5) = 16 d= 1.5 L= 23 16 x 1.5 x.5 x 23 = 275.9 Volume = 276 ft3. Required Storage Volume.- 623 ft3 Total Storage Provided: 647 ft3 Trapezoidal Prism formula V = L(.5)d(b1+b2) b1 O 1 3 g h CONC. DRIVE SITE FLAN 1" = 10' b2 +a Comp. By: LG Date: 12/20/2017 Public Works Department City of Atlantic Beach Permit No: Address: 410 GARDEN LANE Required Storaae Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre- and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V = CAR/12 Where: V = Volume of Runoff C = Coefficient of Runoff A = Area of lot in square feet R= 25 -yr / 24 -hr rainfall depth (9.3 -inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area (A) = 6,961 ftz Runoff Coefficient Area Lot Area Description (ft') (ftz) "C" Wtd "C" Impervious 2,240 1.00 Pervious 4. 721, 0.20 Runoff Coefficient (C) _ < Runoff Volume V= 0.49 x 6,961 x 9.3 V = 2,468 ft Postdevelopment Runoff Volume: Lot Area (A) = ft Runoff Coefficient / 12 / 12 (a) E D 0 M O CD M 0) v�(0O �� C �-I d- Q o 0 JOB NUMBER:LSA DRAWN BY: G CHECKD BY: MF DATE: 12-20-17 REVISIONS DAT 0—o0—o0 SCALE: 1" = 10'-0" 0 5' 10' 20' 0 1 2 DR-01 Area Lot Area Description (ftz) (ft) "C" Wtd "C" Impervious 3,245 6,961 1.00 0.47 Pervious 3,716 6,961 0.20 0.11 Runoff Coefficient (C) = 0.57 Runoff Volume V = 0.57 x 6,961 x 9.3 V = 3,091 ft Required Storage Volume DV = Postdevelopment Runoff Volume - Predevelopment Runoff Volume DV = 3,091 - 2,468 DV = 623 ft3 / 12 / 12 (a) E D 0 M O CD M 0) v�(0O �� C �-I d- Q o 0 JOB NUMBER:LSA DRAWN BY: G CHECKD BY: MF DATE: 12-20-17 REVISIONS DAT 0—o0—o0 SCALE: 1" = 10'-0" 0 5' 10' 20' 0 1 2 DR-01 HOME ADDITION FOR ANZ� ��R5. 7001IIIII�EfR 410 GARDEN LANE ATLANTIC BEACH, FLORIDA 17' 40" E 115.14' — -- - - -- — — — — — — 10 SETBACK NEW SECOND FLOOR DECK SEE DECK PLAN SHT. A-2 2 STORY RESIDENCE 410 GARDEN LANE 36.00, WALK ONE ST Y ADDITION SHED R F TO MATCH EXISTING WOOD FENCE S 89D 08' 46" W 120.00' LOT GOVERA&E EXISTING LOT 6,961 S.F. PRE -CONSTRUCTION COVERAGE 1,919 S.F. ( RESIDENCE ) 321 S.F. ( CONIC. DRIVE 2,240 S.F. POST -CONSTRUCTION COVERAGE 1,919 S.F. ( RESIDENCE ) 321 S.F. ( CONC. DRIVE ) 288 S.F. ( NEW ADDITION ) 2,528 S.F. 0 a 0 J 0 N W�E 5 FROJEGT 51 TE MAP * PROJECT SITE LOCATION L157 OF:: RAA I NG5 DWG. NO. TITLE C-1 COVER SHEET A-1 FLOOR PLAN / DEMOLITION PLAN A-2 FOUNDATION PLAN / FRAMING PLANS A-3 EXTERIOR ELEVATIONS A-4 SECTIONS A-5 CABANA PLANS A-6 MISC. DETAILS / NOTES A-7 FLASHING DETAILS E-1 FIXTURE PLAN 5UILI71N6 GODS SUMMARY - JURISDICTION: ATLANTIC BEACH„ FLORIDA BUILDING CODES: FLORIDA BUILDING CODE ( EXISTING ) 5TH EDITION ( 2014) - RESIDENTIAL AND ASCE-7-10 ELECTRICAL: NFPA 70 - 2011 NATIONAL ELECTRIC CODE PLUMBING: FLORIDA BUILDING CODE 5TH EDITION ( 2014) - PLUMBING MECHANICAL: FLORIDA BUILDING CODE 5TH EDITION ( 2014) - MECHANICAL GAS CODE: FLORIDA BUILDING CODE 5TH EDITION ( 2014) - FUEL GAS FIRE AND LIFE SAFETY: FLORIDA FIRE PREVENTION CODE 2014 ( FFPC ) ACESSIBILITY: FBC 2014 ACESSIBILITY ( FBCA ) -BUILDING DESCRIPTION: SINGLE FAMILY RESIDENCE OCCUPANCY LOAD: 1 OCCUPANT FOR EVERY 200 SQ. FT. USE AND OCCUPANCY CLASSIFICATION: GROUP 'R-3' RESIDENTIAL CONSTRUCTION CONSTRUCTION CLASSIFIATION Y E VB LEVEL 2 CHAPTER 3 301.1.2 WORK AREA COMPLIANCE METHOD. REPAIRS, ALTERATIONS, ADDITIONS, CHANGES IN OCCUPANCY AND RELOCATED BUILDINGS COMPLYING WITH THE APPLICABLE REOUIREMENTS OF CHAPTERS 5 THROUGH 13 OF THIS CODE SHALL BE CONSIDERED IN COMPLIANCE WITH THE PROVISIONS OF THIS CODE. REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY: DATE: /- 9id_ Z DATE: 11-06-17 to SCALE: SHOWN OW O N WOOD FENCE � 1 0 I z Cli N = Q ^r T ( ( r o I (o( I N L- 1 I 0° Y POOL ( p ( 12oo N / V) ,6,00• 41 ( C70 r -- Z W ^ J J J cdg ( 1 CIS r W �r >Z 20.00 _ 10' SETBACK I O O HOME ADDITION FOR ANZ� ��R5. 7001IIIII�EfR 410 GARDEN LANE ATLANTIC BEACH, FLORIDA 17' 40" E 115.14' — -- - - -- — — — — — — 10 SETBACK NEW SECOND FLOOR DECK SEE DECK PLAN SHT. A-2 2 STORY RESIDENCE 410 GARDEN LANE 36.00, WALK ONE ST Y ADDITION SHED R F TO MATCH EXISTING WOOD FENCE S 89D 08' 46" W 120.00' LOT GOVERA&E EXISTING LOT 6,961 S.F. PRE -CONSTRUCTION COVERAGE 1,919 S.F. ( RESIDENCE ) 321 S.F. ( CONIC. DRIVE 2,240 S.F. POST -CONSTRUCTION COVERAGE 1,919 S.F. ( RESIDENCE ) 321 S.F. ( CONC. DRIVE ) 288 S.F. ( NEW ADDITION ) 2,528 S.F. 0 a 0 J 0 N W�E 5 FROJEGT 51 TE MAP * PROJECT SITE LOCATION L157 OF:: RAA I NG5 DWG. NO. TITLE C-1 COVER SHEET A-1 FLOOR PLAN / DEMOLITION PLAN A-2 FOUNDATION PLAN / FRAMING PLANS A-3 EXTERIOR ELEVATIONS A-4 SECTIONS A-5 CABANA PLANS A-6 MISC. DETAILS / NOTES A-7 FLASHING DETAILS E-1 FIXTURE PLAN 5UILI71N6 GODS SUMMARY - JURISDICTION: ATLANTIC BEACH„ FLORIDA BUILDING CODES: FLORIDA BUILDING CODE ( EXISTING ) 5TH EDITION ( 2014) - RESIDENTIAL AND ASCE-7-10 ELECTRICAL: NFPA 70 - 2011 NATIONAL ELECTRIC CODE PLUMBING: FLORIDA BUILDING CODE 5TH EDITION ( 2014) - PLUMBING MECHANICAL: FLORIDA BUILDING CODE 5TH EDITION ( 2014) - MECHANICAL GAS CODE: FLORIDA BUILDING CODE 5TH EDITION ( 2014) - FUEL GAS FIRE AND LIFE SAFETY: FLORIDA FIRE PREVENTION CODE 2014 ( FFPC ) ACESSIBILITY: FBC 2014 ACESSIBILITY ( FBCA ) -BUILDING DESCRIPTION: SINGLE FAMILY RESIDENCE OCCUPANCY LOAD: 1 OCCUPANT FOR EVERY 200 SQ. FT. USE AND OCCUPANCY CLASSIFICATION: GROUP 'R-3' RESIDENTIAL CONSTRUCTION CONSTRUCTION CLASSIFIATION Y E VB LEVEL 2 CHAPTER 3 301.1.2 WORK AREA COMPLIANCE METHOD. REPAIRS, ALTERATIONS, ADDITIONS, CHANGES IN OCCUPANCY AND RELOCATED BUILDINGS COMPLYING WITH THE APPLICABLE REOUIREMENTS OF CHAPTERS 5 THROUGH 13 OF THIS CODE SHALL BE CONSIDERED IN COMPLIANCE WITH THE PROVISIONS OF THIS CODE. REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY: DATE: /- 9id_ Z DATE: 11-06-17 to SCALE: SHOWN OW O N DRAWING NO. W z co N = Q I T p O 0° M 3:J V) LL_ 41 C70 Z W ^ J J J v) J W O >Z = O O fo In CL 00 Y Q to Q Q c) E O J Li W O O LSI gw L>_J U) Z = C 0 Ld > Q O O z� Q 0790 U Q Ld m M z Q Q III!ill!Of #FFICE COPY111111111 W Q 0 PJOBNO.J 1778 DRAWN: JWJ Qn�t /' I O DATE: 11-06-17 BP.# /,� S17 - ooal SCALE: SHOWN / DATE..�..._%� / ap/ o / SIGNED DRAWING NO. =C— MR WOOD FENCE .,__ 12.00 m HOME ADDITION • AN:;� 1"* R5. 410 GARDEN LANE ATLANTIC BEACH, FLORIDA S 86D 17' 40" E 115.14' —NEW SECOND FLOOR DECK SEE DECK PLAN SHT. A-2 O WOOD WALK i 2 STORY RESIDENCE 3 410 GARDEN LANE 40 �z z 0 i cn a o � � 0 ,2. / ONE STORY ADDITION i .00 o 36.00' SHED ROOF TO MATCH EXISTING EXISTING CONC. DRIVE � - I i 5' SETBACK- - - — EQUIP. —� WOOD FENCE- - -- - _ _ - - -- - -_ _ - S 89D 08' 46" W 120.00' I SITE PLAN 1" = 10' COMMUN DEVELOPMENT DENIED GARDEN LANE 1 20 TH ST. GARDEN LANE PROJEGT SITS MAP * PROJECT SITE LOCATION SU 1 LV i NG COVE SUMMAR r — JURISDICTION: ATLANTIC BEACH„ FLORIDA —BUILDING CODES: FLORIDA BUILDING CODE 5TH EDITION ( 2014) - RESIDENTIAL AND ASCE-7-10 ELECTRICAL: NFPA 70 -- 2011 NATIONAL ELECTRIC CODE PLUMBING: FLORIDA BUILDING CODE 5TH EDIPON ( 2014) - PLUMBING MECHANICAL: FLORIDA BUILDING CODE 5TH EDITION ( 2014 } - MECHANICAL GAS CODE: FLORIDA BUILDING CODE 5TH EDI11ON ( 2014) - FUEL GAS FIRE AND LIFE SAFETY: FLORIDA FIRE PREVENTION CODE 2014 ( FFPC ) ACESSIBILITY: FBC 2014 ACESSIBILITY ( FBCA ) —BUILDING DESCRIPTION: SINGLE FAMILY RESIDENCE OCCUPANCY LOAD: 1 OCCUPANT FOR EVERY 200 SQ. FT. USE AND OCCUPANCY CLASSIFICATION: GROUP "R-3" RESIDENTIAL CONSTRUCTION CONSTRUCTION CLASSIFIATION: TYPE VB L.157 Cl:` = RRA NC -75 DWG. N0. TITLE C-1 COVER SHEET A-1 FLOOR PLAN / DEMOLITION PLAN A-2 FOUNDATION PLAN / FRAMING PLANS A--3 EXTERIOR ELEVATIONS A-4 SECTIONS A-5 CABANA PLANS A-6 MISC. DETAILS / NOTES A-7 FLASHING DETAILS E-1 FIXTURE PLAN z�Lo O W N r n W 04 n Lo V )r - H U) Lf) Q N TI Of a0 0 o M --D V) LL_ o U Z_ J 0 V J) J J J W W T z o o = Q 114- y 00 Q Q 0 ry O LL L.J-*,o,_ W L O OW W Li W (n Q W 0 > O O ul Q U w m Z g Q z 0 U V) w 0 w Q 0 JOB NO. J1778 DRAWN: JWJ DATE: 11-06-17 SCALE: SHOWN DRAWINGr "410. C 1 w 0 aj� J O Z O Z O w cn 1 20 TH ST. GARDEN LANE PROJEGT SITS MAP * PROJECT SITE LOCATION SU 1 LV i NG COVE SUMMAR r — JURISDICTION: ATLANTIC BEACH„ FLORIDA —BUILDING CODES: FLORIDA BUILDING CODE 5TH EDITION ( 2014) - RESIDENTIAL AND ASCE-7-10 ELECTRICAL: NFPA 70 -- 2011 NATIONAL ELECTRIC CODE PLUMBING: FLORIDA BUILDING CODE 5TH EDIPON ( 2014) - PLUMBING MECHANICAL: FLORIDA BUILDING CODE 5TH EDITION ( 2014 } - MECHANICAL GAS CODE: FLORIDA BUILDING CODE 5TH EDI11ON ( 2014) - FUEL GAS FIRE AND LIFE SAFETY: FLORIDA FIRE PREVENTION CODE 2014 ( FFPC ) ACESSIBILITY: FBC 2014 ACESSIBILITY ( FBCA ) —BUILDING DESCRIPTION: SINGLE FAMILY RESIDENCE OCCUPANCY LOAD: 1 OCCUPANT FOR EVERY 200 SQ. FT. USE AND OCCUPANCY CLASSIFICATION: GROUP "R-3" RESIDENTIAL CONSTRUCTION CONSTRUCTION CLASSIFIATION: TYPE VB L.157 Cl:` = RRA NC -75 DWG. N0. TITLE C-1 COVER SHEET A-1 FLOOR PLAN / DEMOLITION PLAN A-2 FOUNDATION PLAN / FRAMING PLANS A--3 EXTERIOR ELEVATIONS A-4 SECTIONS A-5 CABANA PLANS A-6 MISC. DETAILS / NOTES A-7 FLASHING DETAILS E-1 FIXTURE PLAN z�Lo O W N r n W 04 n Lo V )r - H U) Lf) Q N TI Of a0 0 o M --D V) LL_ o U Z_ J 0 V J) J J J W W T z o o = Q 114- y 00 Q Q 0 ry O LL L.J-*,o,_ W L O OW W Li W (n Q W 0 > O O ul Q U w m Z g Q z 0 U V) w 0 w Q 0 JOB NO. J1778 DRAWN: JWJ DATE: 11-06-17 SCALE: SHOWN DRAWINGr "410. C 1 Mi r r Ll s 6'-* .j * I --------- t----------------- °fir----� I � I I I 1 I I I Q L------------ 4 --------------- • II 4068 CO II � II > $ I I 1'-6'- 11 D N 1 � 1 I 'E► I N II 1� ---------- c 0 i%a S -o' � s W CL sw aT� 4030 H.S. 6' 4'-q 51-6' 1 3► -14' OR" I 3068 I AA 5'-2� N I � 5' C I I 3068 N I I I I I I I 2 N Cl Cn ... ...... - o"DO I 12'-10' ol o" Z I ic >7 , ----- A� ' i I � Co. i I � I � I I I VAULT / v I / � I � M 2468 �' N I I Cr I I 2468 s 4 N m I ICIL I I I i g I I I I I I I I I I I I I I w 10 SETBACK --------------------------------- --- ---------=0`---�---4,=0"- 20'-0' 4 12 0" I I I I I I 1 I I I I I I CL , I I I I I 1 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 I t I I _----------- I --------------------------------------------- ---- ----- 2'-6' 8'-0' g I I IWOODFENCE i I I I I I I I I I I I I I i I I I I I I I I COMMlINI - - - REAR PROPERTY LINE WOOD FENCE - _ --- - 1 � a -- - - - -- - -- - - -- 5' SETBACK ;� I 1 �I 1 1 10'-0" 26'-0" 8'-O" i N r 1 1 POOL II i � -- 81-on D 16 -6 4'-11* J I i I PA- 0 20 SETBACK -POOL DECK _ co 6,X6 P.T. POST ' DEVELOPMENT 1 � Q I 1 v 7-8 1/2" THREADED ROD I \ \ =a �, SCREEN 0 48" O.C. MAX. I 7'-8" \ 2668 SCREEN ROOM i -- o ALL CORNERS AND EAI SIDE " _ o \ 6_.NEW WATER PROOFco a OF WALL OPENINGS, Tl(P \ it " - WOOD DECK ABOVE VAULT C) \ ! ! 8 I I= 5'-6"\ 5'-3" I la 04 - -- --- - F� 1 r^ 2 8 I 1 2X4 SKYLITE 10'-1" 1 3'--2 ". � A-49 S -- N N i 4 1 4 s toM B E D R 00M � -- - - ---�_� --- ---- -- --- --- --- - --- --- - __� I cof _ 1 N CH=7'-10" - EXISTING CHIMNEY I ' ' 1 TO REMAIN -- -- 5-5' 1 SHOWE a 1 I o I I 1 `CH=7'-0" 5" 1 1 -- - TEM10' 1" 2868 BARN 2668 I 1 o �' SIM. L2X4 SKYLITE , N � I A24 I Y ��'' I -- —� I M BATH N H-8'-0" I CN HIS CH =7'-- O" 2ND FLOOR ABOVE 00 to C14 R&So11Fo I ii VAULT I--- -- ---- -- - - - --- - -- - -- - -- - -- - - o - oI 8'-4" ----- 5--7" I I - ----- - --- -- 1 co ' W co 5" LIVING ROOM ' LAUNDRY CH=8'-5" I I .z OFFICE- 'o •�N' ! 1 a O I 1 I I i 1 1 I 1 I 1 I 1 2X4 SKYLITE ' � o VAULT 7,_8"-- 2X4 SKYLITE L 1'-6" 2 A-4 C) 10'-1 a 0 EXISTING - VAULT 7' 18" 10' -lollI I I 3068 H.S. PANTRY 4 1,-0" DINING ROOM CH=7'-0" f60 X 60 42" AFF KITCHEN o CH=8'-0" GARAGE GAS STOVE 3'-6" 3 c/i Y 0 O rn U I� I d0. ENTRY ILOOR PLAN 1/4" = i --O" VNAL.L L E6EN:� EXISTING WALL TO REMAIN NEW WOOD FRAMED WALL N E i 5 LEE J. ENGINEERING, INC. JAE Y. LEE P.E. (NO.31276) 10381 Cypress Lakes Drive, JACKSONVILLE, FL 32256 Ph 904-519-1934 Cell 904-234-3518 COA 27140 " �-' Y Ut " r, v�CE�yS••C� ° 6 .-o7 TE: JJF,, 0NA,LEN" 0 0O 0 w N (n Wro Lo V / r - V) L0 00 ® 0o M V) LL_ o 0 0 z w J J J --I W LLJ ° z Z O O cD cn 11 Q M Q C) 0 LL L1— z LLJ 4 75 a- 0 z 0 w o J 0 U) z w W r) ryQ 0 Z 0 J T_ a_ . 0 n, i Q m U Z Q z LO_ f^ IL LL V/ w 0 w Q 0 Of JOB NO. J1778 DRAWN: JWJ DATE: 11-06-17 SCALE: SHOWN DRAWING NO. A 1 0 1 A-4 to P a'-0" NEW '2X6_ F 0 16" O.C. COMMUNITY DgELOPMENT APPRVED C ca L--Q-1--1—� b o a I �i X H II II I Z I Q ¢ II Noy �I x .I W i i �I II II I{ SRAM I N6 10L.AN 1/4" _ 1 o" 4'-10" 16'-2" 16'-2" (6 P.T. POST / ABU66, TYP. I, of II 0 R O I I� I �EMMONS LEE J. ENGINEERING, INC. JAE Y. LEE P.E. (N®.31276) 10381 Cypress Lakes Drive, JACKSONVILLE, FL 32256 Ph 904-519-1934 Cell 904-234-3518 COA 27140 U , •,.• CEN`ptc•,� O �. Ar 'A L ENG O ®W (N w cN Lo V) Lr) N Q 0 I 000 O � O C.7 z 0)W V 1 J � W W ° z o o z Q op Q Q lz O J LL W V) z O g O� Ld o J W Q:f 0 LL Q U z Q o O Z D O ry LL U Q Lv m z g Q Z O U w 0 w Q 0 JOB NO. J1778 DRAWN: JWJ DATE: 11-06-17 SCALE: SHOWN DRAWING NO. A 2j 6'-6" 4'-1 ON I —�--, 2 MSTA12-�, O !, 6X6 P.T. POST, TYP. 12 2-2X12 HIJSC212-2 0 LUS26 —+ LUS26 --' 2 MSTA12 �* i N I ; O cV C� I N 00 - F1USC212-2 N j 5 R I q- 4 h MTS18 .o i cV 8 LEDGER 2X8 LEDGER -- HUSC212--2 16'-2" (6 P.T. POST / ABU66, TYP. I, of II 0 R O I I� I �EMMONS LEE J. ENGINEERING, INC. JAE Y. LEE P.E. (N®.31276) 10381 Cypress Lakes Drive, JACKSONVILLE, FL 32256 Ph 904-519-1934 Cell 904-234-3518 COA 27140 U , •,.• CEN`ptc•,� O �. Ar 'A L ENG O ®W (N w cN Lo V) Lr) N Q 0 I 000 O � O C.7 z 0)W V 1 J � W W ° z o o z Q op Q Q lz O J LL W V) z O g O� Ld o J W Q:f 0 LL Q U z Q o O Z D O ry LL U Q Lv m z g Q Z O U w 0 w Q 0 JOB NO. J1778 DRAWN: JWJ DATE: 11-06-17 SCALE: SHOWN DRAWING NO. A 2j COMMUNITY DEVELOPMENT APPROVED EXISTING HARDI-LAP SIDING -- METAL ROOF — ( MATCH EXISTING) - METAL ROOF BEYOND it PL. CH EXHT._ _ MAT!ST. HARDI-LAP SIDING -- - F.F.E. MATCH EXIST. SKYLITE, TYP. WOOD GUARDRAIL ---- 4X4 P.T. POST--- , 6X6 P.T. POST SCREENED PORCH -- TOP OF POOL DECK F.F.E. 6r - - EXISTING METAL ROOF -- -- EXISTING STUCCO - FlNISH GRADE i LEFT SVrz ELEVATION 1/401 = 1'-0" �i EXISTING SHINGLE ROOF REAR r-LEV'A710N 1/42' = 1'-0" EXISTING SHINGLE SIDING METAL ROOF ( MATCH EXISTNG ) NEW SHINGLE SIDING ( MATCH EXISTING ) F.F.E. - - EXISTING METAL ROOF 12 � I z� ® W N ( W N pr) Lo V n J r - Lr) Q N I � 00 - O 0° V) L C)0 z Lei ^ J J i , J J W W o z o o = Q Q C) O J LL_ In-*, LTJ O O W z �--- 4Z O J Lli Ll s '�I ® LLJ ry Q LL 0 O 0_ W X Q W U Q W m U 1= z g Q z 0 a. U V) w 0 w Q 0 JOB NO. J1778 DRAWN: JWJ DATE: 11-06-17 SCALE: SHOWN DRAWING NO. A 3 NUT AND WASHER ( 3X3X1/8") H2.5A EA. RAFTER. 1X2 TRIM W/ CONT. MTL. DRIP PL. HT. ( MATCH EXISTING ) 2X6 P.T. FASCIA ' 3/8" PLYWOOD SOFFIT ( CLOSED SOFFIT) 1'-0" MATCH EXIST ROOF DECK NAILING PATTERN: EDGE: 8d RING SHANK 0 4" O.C. FIELD: 8d RING SHANK 0 6" O.C. 5/8" CDX PLYWOOD ROOF DECK - METAL ROOF ( MATCH EXISTING ) 2X6 RAFTERS 0 16" O.C. 30# FELT --\ SPRAY FOAM 2-20 TOP PLATES (SYP #2) KARDI-LAP SIDING (E) 12 3.51 1/2" GYP. BD. CEILJNG 5X5 FLASHING 2X8 LEDGER— (2) 1/4" X 3" WOOD SCREW INTO EACH STUD 1/2" GYP. BD. 1/2- GYP. BD. (E) 2X4 STUD 1 in O.0 (E) 1/2" THREADED ROD, ( MIN. 8" EMBED ) SEE PLAN FOR LOCATIONS HARDI-LAP SIDING 1/2" GYP. BD. ( MATCH EXISTING) 2X4 STUD 0 16" O.0 ( SPF #2 ) ;, 7/16" OSB WALL SHEATHING —R-13 BATT. INSULATTOM HOUSE WRAP NAIL PATTERN: EDGE: 8d NAILS 0 4" O.C. FIELD: 8d NAILS 0 8" O.C. (1) #5 BAR CONT. DRILL INTO EXISTT G FOUND. 4" CONC. SLAB AND EPDXY 5 X 12" DOWEL 2X4 P.T. BASE PLATE (1) #5 BAR CONT. 0 48" O.C. ( MIN 6" EMBED ) CONC. SLAB (E) F.F.E. _ ( MATCH EXISTING) iii - - - - - - -- _- - - -- - --- -- yj°O #5 BAR VERT. 0 48" O.C. FINISH GRADE 8" CMU STEM WALL L ( SOLID FILL ALL CELLS) 6 MIL. ',APOR BARRIER TO HAVE 1 8" 8" CMU (E) MIN. 6" LAP JOINTS, TAPE AND SEAL All JOINTS AND PENETRATIONS o COMPACTED, POISONED FILL -\ FOOTING (E) NOTE: (2) J5 BARS CONT. 1. BOTTOM OF FOOTING TO BE MIN. 12" BELOW GRADE 2. MAINTAIN 3" COVERAGE ON REBAR SECTION A-4 3/4" = 11-011 5/ ME 2 SECTION\iiiL-4j 3/4$) = 11-0p$ FINISH GRADE DRILL AND EPDXY (1) 5/8" DIA. X 10" THREADED ROD W/ 1" DIA. WASHER ( MIN. 6" EMBED ) SIMPSON ABU66 POST ANCHOR (3) #5 BARS E.W. 29_Da X 2,_Da NOTE: 1. BOTTOM OF FOOTING TO BE MIN. 12" BELOW GRADE 2. MAINTAIN 3" COVERAGE ON REBAR "NFOOTIN6 SETA I L A 3 /499 — 1'-0" rnkln CI A6 1 /O" V 1" f`A1k,/'I IT 4 CONTROL JOINT nETA I L A-41-,3" = 19—o99 3/4" CDX PLI-DECK 2X6 P.T. Jt 0 16" O.C. (2) 1/ TYP. E". , - , 2X4 P.T. RAIL I•0 P.T. POST >_X2 P.T. PICKETS D 4" O.C. 2X4 P.T. RAIL 2X4 P.T. DRIP BD. 2X12 P.T. BEAM 5 SECTION THRU ::)EGK A-4 3/4" = 1'-0" LEE J. ENGINEERING, INC. JAE Y. LEE P.E. (N0.31276) 10381 Cypress Lakes Drive.. JACKSONVILLE, FL 32256 Ph 904-519-1934 Cell 904-234-3518 COA 27140 ``,pqu uu99aenr,; Y UL . s s •• 31 • -T F -o S E r .� . � %S�ONAL ENC', •. z�Lo 0 W N W N M n H (n Lr) Z Q< N Z 00 0 0o M J I --DV)L o 0 0 z Ld / ^ J J W W o 0 (c) U) IL Q � Q Q O J Li W O O LiJ g LiJ O n--oo' Q Ld 0 z �— Q Q m U F -- Z Q z O U V) w 0 w Q 0 JOB NO. J1778 D RAW N : JWJ DATE: 11-06-17 SCALE: SHOWN DRAWING NO. A 4 , 1 /,—^" i F i 6X6 P.T. POST W/ CBS66, TYP. F L— J FOUNI;)ATION PLAN 1/4" = 1'-0" CABANA 0 ROOF DECK NAILING PATTERN: EDGE: 8d RING SHANK 0 4" O.C. FIELD: 8d RING SHANK 0 6" O.C. H2.5A EA. RAFTER. 1X2 TRIM \ W/ CONT. MTL. DRIP 8'-0" PL. HT. ABOVE BRICK PAVERS / 2X6 P.T. FASCIA 3/8" PLYWOOD SOF-FIT ( CLOSED SOFFIT ; 5/8" CDX PLYWOOD ROOF DECK— METAL ROOF ( MATCH EXISTING ) 2X6 RAFTERS 0 24" O.C. 30# FELT 12 3.51 \\\ 3/8" PLYWOOD CLC. (2) 2x12 W/ 1/2" PLYWOOD FLITCH PLATE 1X BEAM WRAP 6X6 P.T. POST, BEYOND 1 SECTION THRU ROOF A-5 3/4" = 1'-0" 12'-0" 0 FLOOR PLAN 1/4" = 1'-0" CABANA METAL ROOF / UArru rvic-nmr, \ -ROOF OVERHANG DST U I O 12 1 ,)'—O" HUC412 (2) 3/4" THRU BOLTS METAL ROOF W ATru rvicr.AIr \ FRONT ELEVATION 51iar= ELEVATION 1/41' = 1'-0"_ 1 /4" - 1'-0" 6X6 P.T. POST SIMPSON CBS66 POST ANCHOR W/ (2) 5/8" THRU BOLTS TOP OF BRICK PAVER A Va O (3) #5 BARS E.W. 2'-0" X 2'-0" NOTE: 1. BOTTOM OF FOOTING TO BE MIN. 12" BELOW GRADE 2. MAINTAIN 3" COVERAGE ON REBAR 2 POOT I NG =7ETA I L A_5 3/4„ _ 1,_09) X6 P.T. POST LEE J. ENGINEERING, INC. JAE Y. LEE P.E. (N0.31276) 10381 Cypress Lakes Drive, JACKSONVILLE, FL 32256 Ph 904-519-1934 Cell 904-234-3518 COA 27140 yut ,• �\CE At, 0. 36 ' x#: c TOF :c �FOjiW T'S�NAL z � o O W0 'n W N ! ro r- V L0 z = Q N p I 0 0o K' V) ILL 0 o z Li °' W0 z Z O O (c) (n CL It y ro Q Q D O LL W O O w g z V/ w JIB ry C !Qn V Q W Q U Q U n-oo' z �— Q Q m U F - Z Q z O F- a_ U w 0 w Q 0 JOB NO. J1778 DRAWN: JWJ DATE: 11-06-17 SCALE: SHOWN DRAWING NO. A 5 , (2) 2X TOP PLATES (SYP #2) WHERE DISTANCE BETWEEN TIE -RODS EXCEED MAX. SPACING INSTALL (1) SIMPSON MSTA STRAP AT MID POINT, LENGTH TO BE BETERMINED IN FIELD 3" X 3 " X 1-18" THICK WASHER W/ NUT PLATE HT.. HEADER,SEE SCHEDULE 2X STUDS 0 16" O.C. ( SPF #2 ) KINGS, SEE SCHEDULE JACKS, SEE SCHEDULE 1/2" DIA. THREADED ROD TOP OF SUBFLOOR 2X P.T. BASE PLATE 1/2" COUPLER ii FIN. FLR. ELEV. �� SEE ANCHORAGE SYSTEM NOTES FOR ATTACHMENT TYP I OAL 1; 0008 FiRAM I NCS 3/8" = 1'-0" (4) 16d NAILS EA. SIDE TOP \,/I r=A 4'-0" 2X (SPF #2), DOUBLE TOP PLATE. FASTEN TOGETHER W/ (2) ROWS OF .131 X 3" 0 12" O.C. (STAGGERED) 1/2" DIA. THREADED ROD A.B. W/ 1 1/2" PLATE WASHER OR FULL HT. THREADED ROD ANCHOR TOP PLATE BUTT JOINT P.T. (SYP #2) BASE PLATE - / I -u 0 MIN. (MAX) PLATE 5REAK OETA I L 3/8" = 1'-0" 6ENERAL STRUCTURAL NOTES 1. CODES: FLORIDA BUILDING CODE 2014 AND ASCE-7-10 AMERICAN CONCRETE INSTITUTE 2. LIVE LOADS: ROOF: 20 FSF DECK: -- 40 PSF 3. WIND LOADS: SEE WINDLOAD CHART 4. ALLOWABLE SOIL BEARING: 2500 PSF 5. SOIL COMPACTION: SOIL UNDER SLAB ON GRADE AND FOUNDATION SHALL BE COMPACTED TO 95% MODIFIED PROCTOR MAX. DRY DENSITY ( ASTM D-1557 ) 6. MATERIALS: CONCRETE ( NORMAL WEIGHT - 28 DAYS) 3,000 PSI REINFCRCING BAR ASTM A615, GR 60 WELDED WIRE FABRIC ASTM A185 HOLLOW LOAD BEARING CMU - ASTM C90, GR N-1 ANCHOR BOLTS -- ASTM A307 OR A36 WOOD MEMBERS FOR BEAMS AND POST #2 SYP WOOD MEMBERS FOR FOR STUDS #2 SPF OR BETTER MICROLLAM --- 1.9E 7. CONCRETE: ALL CONCRETE TO BE DESIGNED AS PER ACI 318 LATEST EDITION. FOOTINGS - - 3,000 PSI SLAB ON GRADE 3,000 PSI ALL OTHER CONCRETE -- - 3,000 PSI SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS FOLLOWS CONCRETE 50 BAR DIAMETERS WITH WIRE TIES MASONRY 48 BAR DIAMETERS WITH WIRE TIES UNLESS OTHERWISE SHOWN ON DRAWINGS. MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS CAST AGAINST EARTH - 3" SLAB ON GRADE CENTERED EXPOSED TO EARTH OR WEATHER: #6 THRU #11 BARS 2" #5 AND SMALLER --1 1/2" ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI 315 STANDARDS AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE EPDXY ADHESIVE FOR FASTENING BOLTS, REBAR OR DOWELS IN CONCRETE SHALL BE EITHER Hilti HIT HY 200 R OR A OR RAMSET EPCON CERAMIC 6. 8. MASONRY: CONCRETE MASONRY UNIT--------- ASTM C90, fm = 1500 PSI MORTAR ASTM C270, TYPE "S" GROUT -- ASTM C476 ALL GROUT SHALL BE A SHRINKAGE COMPENSATING PRE -MIX TYPE CONSISTING OF NON- METALLIC AGGREGATE WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS MASONRY REINFORCING: LAPS ( TYP. U.O.N. ) -- 48 BAR DIAMETER HORIZONTAL REINFORCING ASTM A-951, 9 GA. MIN. LADDER TYPE AT 16" O.C. BRICK TIES AND MASONRY ANCHORS DUR-O-WALL OR APPROVED EQUAL TEMPORARY SHORING FOR ALL EXTERIOR WALLS SHALL REMAIN IN PLACE AND CONNECTED ELIMINATING CAN �ILEVER ACTION OF THE WALLS UNTIL FINAL CONNECTIONS ARE COMPLETED EPO/ Y ADHEASIVE FOR FASTENING BOLTS, REBAR OR DOWELS IN CONCRETE SHALL BE EITHER Hilti AT HY 200 R OR A OR RAMSET EPCON CERAMIC 6. 3/8" = 1'-0" 2 ROWS 16d COMMON WIRE NAILS ® 12" O.C. 2 PLY BEAM PLY BEAM2X10 OR 2X12 N 2 ROWS 16d COMMON WIRE NAILS ® 12" O.C. EA. SIDE 1/2" CDX PLYWOOD FLITCH. FASTEN W/ CONSTRUCTION ADHESIVE AND NAILED. MULTI -PLY LCL 5M 1 1/2" = 1'-0" K:)O:� 1=L I TCH 5M 1 1/2" = 1'-0" HEAPER SPAN TA WHERE DISTANCE BETWEEN TIE -RODS / DOOR PENING EXCEED MAX. SPACING INSTALL (1) SIMPSON 3' MSTA STRAP 1 AT MID POINT, LENGTH TO BE (2) 2X TOP PLATES BETERM NED IN FIELD n ( SYP #2 )� 59-0" n n WASHER W/ 1 UT THICK 1 2 (2) 2X12 #2 SYP W/ 1/2" PLn-11). FLITCH PLATE HT.. FEET ON CENTER THEREAFTER. THE ROD 2 2 (2) 2X12 #2 SYP W/ 1/2" PLYWD. FLITCH HEADER,SEE SCHEDULE 0" 2 2 2X STUDS 0 16" O.C. 10'-0" BE MAINTAINED. THE NUT SHALL BE 2 SPF #2 BY ANALYSIS ii KINGS, SEE SCHEDULE 3 PIECES OF ROD TOGETHER TO CREATE A CONTINUOUS PATH FROM TOP PLATE TO FOUNDATION. JACKS, SEE SCHEDULE [-TOP 1/2" DIA. THREADED ROD 2X FRAMING ii OF SUBFLOOR u 2X P.T. BASE PLATE !! u 1/2" COUPLER FIN. FLR. ELEV. uu � SEE ANCHORAGE SYSTEM NOTES - FOR ATTACHMENT TYP I GAL A I NIS A FRAM I N6 3/8" = 1'-0" 2 ROWS 16d COMMON WIRE NAILS ® 12" O.C. 2 PLY BEAM PLY BEAM2X10 OR 2X12 N 2 ROWS 16d COMMON WIRE NAILS ® 12" O.C. EA. SIDE 1/2" CDX PLYWOOD FLITCH. FASTEN W/ CONSTRUCTION ADHESIVE AND NAILED. MULTI -PLY LCL 5M 1 1/2" = 1'-0" K:)O:� 1=L I TCH 5M 1 1/2" = 1'-0" HEAPER SPAN TA LE ANS) STUDS HEADER BEAM WINDO MAX. / DOOR PENING 2X4 ( JACK) STUDS 2X4 ( KING ) FULL HT. STUDS (2) 2X8 #2 SYP 3' .0" 1 2 (2) 2X10 #2 SYP W/ 1/2" PLYWD. FLIFCH 4' 0" 1 2 (2) 2X10 #2 SYP W/ 1/2" PLYWD. FLITCH 59-0" 2X8 / 2X10 1 2 (2) 2X12 #2 SYP W/ 1/2" PLn-11). FLITCH 61--0" FEET ON CENTER THEREAFTER. THE ROD 2 2 (2) 2X12 #2 SYP W/ 1/2" PLYWD. FLITCH 7' 0" 2 2 BY ANALYSIS 10'-0" BE MAINTAINED. THE NUT SHALL BE 2 3 BY ANALYSIS 16'40 2 3 REGOMENDEP STUD S I E ANP SPAG I N6 UNINTERUPTED STUD HT. STUD SIZE SPACING GRADE 8'-0" THRU 9'-10" 2X4 16" O.C. SYP #2 OR SPF #2 10'-0" THRU 14'-0" 2X6 16" O.C. SYP #2 OR SPF #2 14'-1" THRU 18'-6" 2X8 16" O.C. SYP #2 OR SPF #2 19'-0" X 22'-0" 2X8 / 2X10 16" O.C. SYP #2 OR SPF #2 TIE ROP ANGH R I N6 SYSTEM 1. THREADED ROD: 3. INTERIOR ALLS: 2" DIAMETER A307 CONTINUOUS SPACING NAY REMAIN 5' O.C. BUT REDUCE UPLIFT THREADED ROD EPDXIED INTO THE CAPACITY 490 LBS. FROM 535 LBS UNLESS CONCRETE FOUNDATION AND PLACED STIFFENINC. SHEATHING VERTICALLY THROUGH - 40.2 THE DOUBLE #2 SYP TOP PLATE 4. TIE ROD SPACING: + 34.9 --- WHERE IT IS SECURED VIA A 3" X 3" X 8" ROOF TRUSS UPLIFT: STEEL WASHER AND NUT 0 LBS - 1,OCO LBS ------ ROD 0 4'-0" O.C. INTERIOR 2. EXTERIOR WALLS : ROD 0 5-0" O.C. EXTERIOR ROD SHALL BE INSTALLED AT EACH 1,001 LBS - 2,016 LBS ---- ADD 1 ROD ADJACENT TO TRUSS CORNER POST AND AT NOT MORE THAN 4' 2,017 LBS AND GREATER ---- SEE DRAWINGS FEET ON CENTER THEREAFTER. THE ROD - - + 34.9 -- SHALL BE EMBEDDED NOT LESS THAN 8" INTO MIN. 3,000 PSI CONCRETE WITH SIMPSON AT 7W? -PART ACRYLIC EPDXY OR EQUAL. A 22" EDGE DISTANCE SHALL BE MAINTAINED. THE NUT SHALL BE TIGHTENED TO +/- 25 POUND -FEET OF TORQUE. FOR TWO STORY WALLS, A COUPLER SHALL BE USED TO JOIN TWO PIECES OF ROD TOGETHER TO CREATE A CONTINUOUS PATH FROM TOP PLATE TO FOUNDATION. 14" 1 ROW OF 10d NAILS ROW OF 10d NAILS 0 6" O.C. STAGGERED 6" O.C. STAGGERED SEE NOTE 1 EE NOTE 1 ' • 3 ROWS OF 10d NAILS 8" O.C. STAGGERED • SEE NOTE 1 • i 04 2X.4 2X6 2X8 #2 SPF OR SYP 2X4 #2 SPF OR SYP 2X6 #2 SPF OR SYP 2X8 MAX. HT. 12' 1 1/8" MAX. HT. 16' 1 1/8" MAX. HT. 20' 1 1/8" NOTES: 1. TYPICAL CONNECTION AT STUD COLUMNS, JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS 3. FASTEN WALL SHEATHING TO POST W/ MIN. 8d NAILS 0 12" O.C. 4. FASTEN GYP. BD. TO POST W/ MIN. 5d NAILS 0 4" O.C. ATTACHMENT 01= MUL7Y-FL*s' MEM5r-R5 1/22' = 1'-0" W I NP LOAD NOTES CODES: FLORIDA BUILDING CODE 2014 AND ASCE-7-10 ULTIMATE DESIGN WIND SPEED Vult.: 130 MPH BUILDING RISK CATEGORY: II WIND IMPORTANCE FACTOR: 1 = 1.0 WIND EXPOSURE: C ENCLOSURE: ENCLOSED BUILDING INTERNAL PRESSURE COEFFIENT: GCpi = + .18 OR - .18 WIND PRESSURE TO COMPONENTS AND CLADDING: { MEAN ROOF HT. 25' ) END ZONE = 16' WALL ZONE AREAS (SF) WIND LOADS ( PSF ) NOTE: AWS DESIGN PRESSURE = ULTIMATE PRESSURE X 0.6 OR DIVIDE WITH 1.6 STUD, ATTACH TO ;TING FRAMING W/ "X3" WOOD SCREW 2" O.C. (STAGGERED) 1 ) NEA/EXISTIN6 ATTACHMENT A-6 1" = 1'--0" WOOD/WOOD LEE J. ENGINEERING, INC. JAE Y. LEE P.E. (N0.31276) 10381 Cypress Lakes Drive, JACKSONVILLE, FL 32256 Ph 904-519-1934 Cell 904-234-3518 COA 27140 z Ln Ow O w N U) I r- W L0 Q N 1.-0 0l1 ch 0 0 o M V) LL - 0 o z L J J J w W z zo O = cfl cn a. Q 00 Q 0 O J LL- ry W O U) Lv O LLJ i-- z O gz L J (f) D _I = Q 0 W r) Q O Q L -L U Q LiJ m U_ Z g Q z 0 d U V) w 0 w Q 0 Of JOB NO. J1778 DRAWN: JWJ DATE: 11-06-17 SCALE: SHOWN DRAWING NO. A -6j, POSITIVE SUC AON INTERIOR 10 - - - - + 41.0 ---- - - 44.5 20 - + 39.1 - 42.6 50 --- - + 36.7 - 40.2 100 ------ + 34.9 --- - 38.3 END ZONE 10 ------ + 41.0 --- - - 54.9 20 + 39.1 - 51.3 50 -- -- - ---- + 36.7 - 46.3 100 - - - - + 34.9 -- ---- - 42.6 NOTE: AWS DESIGN PRESSURE = ULTIMATE PRESSURE X 0.6 OR DIVIDE WITH 1.6 STUD, ATTACH TO ;TING FRAMING W/ "X3" WOOD SCREW 2" O.C. (STAGGERED) 1 ) NEA/EXISTIN6 ATTACHMENT A-6 1" = 1'--0" WOOD/WOOD LEE J. ENGINEERING, INC. JAE Y. LEE P.E. (N0.31276) 10381 Cypress Lakes Drive, JACKSONVILLE, FL 32256 Ph 904-519-1934 Cell 904-234-3518 COA 27140 z Ln Ow O w N U) I r- W L0 Q N 1.-0 0l1 ch 0 0 o M V) LL - 0 o z L J J J w W z zo O = cfl cn a. Q 00 Q 0 O J LL- ry W O U) Lv O LLJ i-- z O gz L J (f) D _I = Q 0 W r) Q O Q L -L U Q LiJ m U_ Z g Q z 0 d U V) w 0 w Q 0 Of JOB NO. J1778 DRAWN: JWJ DATE: 11-06-17 SCALE: SHOWN DRAWING NO. A -6j, STEPS QIN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL & WORKING TOWARDS THE TOP, INSTALL THE WRB TO THE FACE OF THE SHEATHING. APPLY SILL FLASHING APPLY BEAD OF SEALANT ® AT BACK OF WINDOW FLANGE do SET WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION. APPLY BEAD OF SEALANT AT SIDE JAMBS. EXTEND 8 1/2;' APPLY JAMB FLASHING ® APPLY BEAD OF SEALANT AT HEAD APPLY HEAD FLASHING (Z)REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING WRB TO LAY ®FLAT OVER HEAD FLASHING. APPLY NEW SHEATHING TAPE OVER DIAGONAL CUT — SEE DIAGRAM. � 1 SEALANT ® JAMB FLASHING - EXTEND JAMB FLASHING TO OVERLAP SILL FLASHING. EXTEND JAMB FLASHING 8 1#2;' ABOVE ROUGH OPENING AT HEAD. TUCK TOP OF JAMB FLASHING UNDER THE FLAP OF WRB AT THE HEAD. SEE DIAGRAM. SEALANT BEAD BEHIND MOUNTING FLANGE. SEAL THE WINDOW FRAME TO OPENING. APPLY A 3#8; NOM. IA. TO THE BACKSIDE INTERIOR) OF THE WINDOW GE, IN LINE WITH ANY PRE—PUNCHED HOLES OR SLOTS. ®JAMB FLASHING APPLY TING FLANGESOAT TT. HEA TOP (HEADM THE ) AND 5� ES JAMBS)AOF MBS 8 DOW.. EXTEND BOVE THE R.O. AT T AT JHEAD. EMBED JAMB FLASHING INTO SEALANT AND —RASTEN IN PLACE. OES OVER SEALANVSHING I g., I I I I I � SILL FLASHING SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, / �v PLUMB, AND LEVELCONDITION. USE CORROSION ® I RESISTANT FASTENERS. FASTEN WINDOWS PER 10 WINDOW MANUFACTURER SPECIFICATIONS. �„ I WEATHER RESISTANT e ""E- 11 BARRIER (WRB) y_ 11I AT A 45 DEGREE ANGLE, CAREFULLY CUT THE 1 BARRIER ON A DIAGONAL GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR WRB SURFACE ABOVE INTERIOR VIEW TOP LEFT CORNER OF WINDOW SECTION A THROUGH WINDOW JAMB FLASHING ANT BEAD BETWEEN HING AND MOUNTING SECURE WRB AT HEAD _ FLASHING AT HEAD EXTENDS 1' BEYOND JAMB FLASHING, FHEAD FLASHING —EMBED BOTTOM OF THE HEAD FLASHING AGAINST THE PREVICJSLY APPLIED SEALANT FLASHING GOES OVER r. EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN PLACE. t� STEPS (I)IN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL do WORKING TOWARDS THE TOP, INSTALL THE WRB TO THE FACE OF THE SHEATHING. ® APPLY SILL. FLASHING APPLY JAMB FLASHING ® APPLY BEAD OF SEALANT AROUND THE ?ERIMETER Or THE BACK SIDE INTERIOR SURFACE) OF WI DOW MOUNTING FLANGE. IMMEDIATELY INSTALL WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION. APPLY BEAD OF SEALANT ® ACROSS THE FACE OF MOUNTING FLANGE AT HEAD APPLY HEAD FLASHING 0 REMOVE PREVIOUSLY APPLIED VTAPE ALLOWING WRB TO LAY T OVER HEAD FLASHING. APPLY NEW SHEATHING TAPE OVER DIAGONAL CUT — SEE DIAGRAM. ZJAMB FLASHING SECTION A THROUGH WINDOW JAMB WRB FLASHING. (APPLY A 3 NOM. DIA BEAD OF SEALANT TO THE BACKSIDE INTERIOR OF THE MOUNTING NGE OUND THE ENTIRE PERIMETER. PLACE BEAD IN UNE WITH ANY PRE—PUNCHED HOLES OR SLOTS. SECURE WRB ® HEAD EXTEND JAMB FLASHING O OVERLAP SILL FLASHING. EXTEND JAMB FLASHING 8 1/2;' W0MM) ABOVE ROUGH 111N AT HEAD. APPLY TAPE AT CORNERS TO TEMPORARILY HOLD FLASHING IN PLACE UNTIL WRB IS APPLIED. 19 I I I I I � I I � I I I SEAL ALL CORNERS OF MECHANICALLY JOINED FRAMES TO SEAL FRAME SEAM JUNCTURE. 1SHING AT HEAD EXTENDS BEY04D JAMB FLASHING. (Z)HEAD FLASHING APPLY A CONT. SEAL ALONG MOUNTING FLANGE AT THE HEAD. FLASHING GOES OVER MOUNTING FLANGE. EMBED BOTTOM OF HEAD FLASHING AGAINST SEALANT (FLASHING GOES OVER SEA EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN PLACE. A —SILL FLASHING SHIM AND ADJUST WINDOW TO ACHIEVE SQUAB PLUMB, AND LEVEL CONDITION. USE CORROS104\ RESISTANT FASTENERS. FASTEN WINDOWS PER WINDOW MANUFACTURER FASTENER SPECIFICATIONS. ©WEATHER RESISTANT BARRIER (WPB) AT A 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A DIAGONAL GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR WRB SURFACE ABOVE. INTE IOR VIEW TOP LEFT CORNER OF WINDOW ROOF C( UNDERL/ ROOF SF RAf OD FRAMING F -LASH I N6 1;)ETA I L 3 = 1 t-01)WALL / SLOPED ROOF INTERSECTION 7/16" OSB SHEATHING "HARDI-PLANK" LAP SIDING ON HOUSEWRAP GALV. OR ALUM. FLASHING 4" WIDE SELF-ADHESIVE MEMBRANE AROUND PERIMETER OF OPENING— HARDIE PENING— HARDIE TRIM SEALANT W/ BACKER ROD 7/16" OSB SHE) "HARDI-PLANK" 1 ON HOUSEWRAP SEALANT HARDIE TRIM - 4" WIDE SELF - MEMBRANE AR( PERIMETER OF SEALANT W/ B SEALANT W/ HARDIE TRIM 4" WIDE SELF MEMBRANE A PERIMETER 0 "HARDI-PLAN ON HOUSEWR, WINDOW INSTALLATION (METHOD A-1)WINDOW INSTALLATION ( ETHOD B-1) 3/8" = 1'-0" FACE 7/16" OSB E WEATHER PRIOR TO THE FLLATION. WEATHER RESITIVEIR((PLB)) APPLIED �THE FIINSTALLATION. FLASHING THFLASNG APPLIED OVER THE OF THE MOUNTING FLANGE. MONNG FLANGE. -}--2X STUD FRAMING 1-1/20 GYP. BD. 2X BUILT-UP HEADER W/ 1/2" PLYWD. FLITCH SEALANT ALUMINUM FRAME WINDOW AINMOA HEAD 3" = 1'-0" HARDIE-LAP 1 I NPOIIIN JAMB 3" = 1'-0" HARDIE-LAP 2X STUD FRAMING 1/2" GYP. BD. (2) 2X STUDS JAMB SEALANT ALUMINUM FRAME WINDOW ALUMINUM FRAME WINDOW WOOD SILL (2) 2X STUDS 0 SILL 1/2' GYP. BD. 2X STUD FRAMING K NM0,1IIoN SILL 3" = 1'-0" HARDIE-LAP CONT. METAL 1X2 DRIP BD. 2X P.T. FASC EAVE fELASH I N6 i7r:TA I L 3" = 1'-0" DRIP EDGE RAFTER LEE J. ENGINEERING, INC. JAE Y. LEE P.E. (N0.31276) 10381 Cypress Lakes Drive, JACKSONVILLE, FL 32256 Ph 904-519-1934 Cell 904-234-3518 ...... ,.� �P • ........ <�C T ,�10 RID ,,SNAL ENS, �,,"l,Op....,q.us a•Ww•. ', 7- OW WN V) F_ n H V z Qty N Z 00 O 0 0 M V) LL o ZL+J LT ' ^ J J v J J J W W ° z o V) z cD (n a Qco Y to Q IC) fY O LL ry W 0 0 w (n Ld no, gQ 0 Q Z O = O Q n000, • L Z U L.LJ m U z g Q Z O H d U W D W Q Q JOB No. J1778 DRAWN: JWJ DATE: 11-06-17 SCALE: SHOWN DRAWING NO. A 7 , Win FIXTURE FLAN 1/41f = 1'-0" EL rECTR I GAL. L E6EN=� z�Lo O W N r n W N H V) L0 Z H QQ N 00 W' ry - O LL - 0 O z W U) ' ^ J J J J J W W z Z O o Q 00 Q Q O J LL ry W O Ow Z gz (j-)zn mow �Qry O � X Q o LL. z� Q I� U Q W m U z g Q Z O U V) W 0 W Q 0 JOB NO. J1778 DRAWN: JWJ DATE: 11-06-17 SCALE: SHOWN DRAWING NO. E 1 , DUPLEX CONVENIENCE OUTLET AFCI EXHAUST FAN / LIGHT w� WEATHERPROOF DUPLEX OUTLET GFCI DOUBLE FLOOD LIGHTS $ LIGHT SWITCH ID C� COMBINATION SMOKE DETECTOR CEILING LIGHT CARBON MONOXIDE DETECTOR Oc RECESSED LIGHT I- o WALL MOUNTED LIGHT P PENDANT LIGHT CEILING FAN EXHAUST FAN EF MOTES: 1. 100% PERCENT OF PERMANENTLY INSTALLED 114TERIOR AND EXTERIOR FIXTURES SHALL USE CFL/LED LAMPS. z�Lo O W N r n W N H V) L0 Z H QQ N 00 W' ry - O LL - 0 O z W U) ' ^ J J J J J W W z Z O o Q 00 Q Q O J LL ry W O Ow Z gz (j-)zn mow �Qry O � X Q o LL. z� Q I� U Q W m U z g Q Z O U V) W 0 W Q 0 JOB NO. J1778 DRAWN: JWJ DATE: 11-06-17 SCALE: SHOWN DRAWING NO. E 1 ,