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227 Beach Ave 2013 Reno Guest Hse Plans I , Mrba m Renovations for the: Dutton Island Rd W 15th St StewartStQ LIST OF DRAWINGS: p PROJECT 37 Edgar St N � n,a., 12th St '° N LC Rd .r 4 SITE COVER Levy Rd Q ,tth St SITE PLAN W 74th St 4„ Donner Rd tOtfi St a 7d 9th St ATLANTIC a K �: .Bonita Rd Rd - RE.ACHE5 N i" 'Plaza Bonita Plaza G o plaza Rd SURVEY 2ro sth St 7th St t , W9th St V'S' Residence ARCHITECTURAL B. ro N m Lg1-.��,.. Sth S y D 1 FIRST FLOOR DEMOLITION PLAN . K W 6th St 'q'. �, a y.S�5 �N 4th St W 3rdSt y Std St D2 SECOND &THIRD FLOOR DEMOLITION PLANS ro o r` 1st St 3 Guest W,st St St�dlvant Ave A 1 FIRST FLOOR PLAN, CRAWL SPACE PLAN, _ to Atl�tk Blvd to Q u _- � FIRST FLOOR REFL. CE1L'G PLAN, FIN SCHED A2 SECOND &THIRD FLOOR PLANS Bay Rd ', cherry 5tHouse A3 SECOND &THIRD FLOOR REFLECTED CEILING PLANS CC�°m Gr Cedar 5t A4 ROOF PLAN & ROOF DETAILS fO"ad » Oak St s Oak St 227 Beach Avenue A5 BUILDING ELEVATIONS 4 8 w pine St "� Q ;Pine 5t St A6 BUILDING SECTIONS Q Atlantic Beach,Florida A7 BUILDING SECTIONS North St Forest Ave Florida Blvd a A8 WALL SECTIONS 5 Dads St " A9 WALL SECTIONS Lora r, N St p. Neptune Ln Oleander, 30 September 2013 A10 WALL SECTIONS & MOISTURE BARRIER DETAILS �. � �^ Mvra St Al 1 DOOR SCHEDULE AND DETAILS Al2 WINDOW ELEVATIONS AND DETAILS A13 INTERIOR ELEVATIONS ' VACINITY MAP ATLANTIC BEACH Architectural Services: / A14 INTERIOR ELEVATIONS LA A15 INTERIOR--ELEVATIONS & ENLARGED BATHROOM PLANS A16 MOULDING f3E t"AILS PROJECT SUMMARY A17 DUCTWORK PLANS A18 POWER AND DATA PLANS PROJECT DESCRIPTION: THE EXISTING GUEST HOUSE IS A, SINGLE FAMILY, THREE STORY, WOOD FRAME RESIDENCE ESTIMATED TO BE BUILT IN D THE INTERIORS SHALL BE RENOVATED THROUGHOUT THE 1940'S. THE PERIMETER SHELL SHALL REMAIN AN i Lane Architecture, P.A. STRUtTRAL 1022 Park Street, Suite 205 ZONING:DATA PER FLORIDA RESIDENTIAL CODE, 2006: Jacksonville;Florida 32204 SIA DESIGN CRITERIA AND GENERAL NOTES 904.355.9020 S2. 1 FOUNDATION AND FIRST FLOOR FRAMING PLAN OCCUPANCY RESIDENTIAL TYPE ARS-2 J. Lane, Reg. No. AR 12715 J. SECOND FLOOR AND THIRD FLOOR FRAMING PLAN NUMBER OF STORIES: THREE FLOOD ZONE: AO-VE 53. 1 SECTIONS AND DETAILS CONSTRUCTION TYPE: TYPE V(B), UNPROTECTED, Structural Engineering: S4. 1 SECTIONS AINP DETAILS UNSPRINKLERED PARCEL NUMBER: 170189-0010 McVeigh & Mangum S4.2 SECTIONS AND DETAILS MAIN BUILDING AREA: MINIMUM YARD FRONT YARD MIN. 20' Engineering, Inc. 55. 1 SECTIONS-ANDETAILS FIRST FLOOR EXISTING AREA: 1 ,193 SF REQUIREMENTS: SIDE YARD MIN. 51 MIN (SUM OF 151) 9133 R. G. Skinner Parkway S5.2 SECTIONS AND DETAILS FIRST FLOOR CONDITIONED AREA 504 SF Jacksonville, Florida 32256 REAR YARD MIN. 101 904.483.5200 56. 1 SECTIONS AND DETAILS SECOND FLOOR EXISTING AREA 1,193 SF EB 6330 SECOND FLOOR CONDITIONED AREA 1 ,193 SF Engineer of Record THIRD FLOOR EXISTING AREA 561 SF Carrington McVeigh, PE# 30692 THIRD FLOOR CONDITIONED AREA 392 SF TOTAL CONDITIONED AREA 2,089 SF ABBREVIATIONS I FIRST FLOOR EXTERIOR COVERED AREA: 145 SF . A.F.F. ABOVE FINISHED FLOOR G.C. GENERAL CONTRACTOR SECOND FLOOR EXTERIOR COVERED AREA 218 SF MEASURED FROM THE TOP OF THE SLAB OR WOOD DECK) H.M. HOLLOW METAL - BUILDING HEIGHT: 291-311 B.O. BY OWNER OR OWNER'S OTHER FORCES M.O. MASONRY OPENING B.O.I.C. BY OWNER'S INTERIOR CONTRACTOR O.H. OPPOSITE HAND FIRE RESISTANCE REQUIREMENTS, C.I.P. CAST IN PLACE P.T. PRESSURE TREATED FIRE RATINGS PER TALBE 601 - CONSTRUCTION TYPE V, B: CONT. CONTINUOUS R.O. ROUGH OPENING C.J. CONTROL JOINT SIM. SIMILAR STRUCTURAL FRAME INCLUDING COLUMNS, 0 HR. E.W.H. ELECTRIC WATER HEATER T.O.M. TOP OF MASONRY GIRDERS AND TRUSSES F.D. FLOOR DRAIN U.N.O. UNLESS NOTED OTHERWISE NOTE: ALL SITEWORK SHALL BE PERMITTED WITH BEARING WALLS F.V. FIELD VERIFY W.P. WORKING POINT THE MAIN RESIDENCE AT A LATER DATE INACTIVE PROPERTY GWB GYPSUM WALLBOARD L A Y EXTERIOR 0 HR. DECREE OF INTERIOR 0 HR. EDGE OF PAVEMENT COASTAL MATERIAL LEGEND CONTROLLINEFUTUREACTIVEACTIVE PROPERTY LINE NON-BEARING WALLS AND PARTITIONS EXTERIOR PER TABLE 602 0 HR. 77777777777 BRICK (IN PLAN ) WOOD BLOCKING INTERIOR 0 HR. (CONTINUOUS) GUEST 4 WOOD BLOCKING HOUSE FLOOR CONSTRUCTION • :.,: CONCRETE �] ----------------------- ______ • ., (DISCONTINUOUS) ------------ - --------------- INCLUDING SUPPORTING BEAMS AND JOISTS 0 HR. r A • PLYWOOD ; ROOF CONSTRUCTION EARTH a ® O �7 FINISHED WOOD a NEW RESIDENCE AND SITEWORK TO BE INCLUDING SUPPORTING BEAMS AND JOISTS 0 HR. i j I I I PERMITTED AT A LATER DATE q 3v. 1 I RIGID OR FOAM INSULATION m ACOUSTICAL INSULATION � i __--'--- _ I DOOR SCHEDULE REFERENCE OFFICE Fl-0-87 FIL DOOR NUMBER MARK: THIS MARK DESIGNATES DOOR 108A — THE I _ T ARROW DEFINES THE ROOM TO WHICH THE a ,NORTH 1e DOOR NUMBER IS ASSOCIATED SITE PLAN CLOSET SCALE: 1/166= V-0" 109 I i ANc.�E POINT N87.58'28"w ' LOT 2, BLOCK 27, PLAT No. 1, SUBDIVISION "A" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, TOGETHER WITH THOSE 228,11 It-49 MAP SHOWING SURVEY OF LANDS LYING EASTERLY OF SAID BLOCK 27, BEING BOUND ON THE NORTH BY AN EASTERLY EXTENSION OF THE NORTH LINE OF SAID LOT 2 AND BOUND ON THE SOUTH BY THE EASTERLY EXTENSION DEP MONUMENT No. 72-81—A20 OF THE SOUTH LINE OF SAID LOT 2, BOTH TO THE EROSION CONTROL LINE FOR DUVAL COUNTY, FLORIDA AS RECORDED IN PLAT BOOK 35, PAGES 59, 59A & 59B OF SAID PUBLIC RECORDS. NORTHING = 2,181,553.52 N EASTING = 375,084.00 d rn 0 0°. m is C NOTES: A0'p'A-E RT 50 1. THIS IS A TOPOGRAPHIC SURVEY. 2. BEARINGS BASED ON A CALCULATED LINE BETWEEN DEPARTMENT OF NATURAL RESOURCES MONUMENT NUMBERS 72-81-A20 AND 72-81-A21 PER THE COASTAL CONSTRUCTION CONTROL LINE FOR DUVAL COUNTY, FLORIDA cBASED ON GPS OBSERVATIONS dSTREET 3. THE CURRENT COASTAL CONSTRUCTION CONTROL LINE IS ( 3rdRECORDED IN MAP BOOK C, PAGES 72 THROUGH 72H, � RD DUVAL COUNTY, RECORDED JULY 21, 1992. rn (PAVED) 4. MEAN HIGH WATER LINE (MHW) DETERMINED USING a TH fO Q' RIGHT WAY EXTENDED DATUM FOR TIDE STATION 872-0291 OF (JACKSONVILLE BEACH, MHW = 2.10 (NAVD 1988), TIDE � 4 5A SEASONAL 00 IGH WATER LINE AS DEFINED BY FLORIDA CL STATUTES CHAPTER 161.053 (6)(o)2: "Seasonal high-water line" means the line formed by the intersection of the rising shore and the elevation of 150 percent of the local ANGLE POINT mean tidal range above local mean high water. OppoyTE R-51 2.10 + (1.5 X 5.07') = 9.7 (NAVD 1988) 6. COORDINATES BASED ON STATE PLANE COORDINATE SYSTEM, EAST ZONE, NAD27 PER THE RECORDED COASTAL CONSTRUCTION CONTROL LINE AND CONVERTED TO NAD 1983 DATUM USING CORPSCON 6.0.1. 7. BENCH MARK USED IS A NAIL IN THE EDGE OF PAVEMENT ON THE WEST SIDE OF OCEAN DRIVE AS SHOWN. ELEVATION = 14.85 (NAVD 1988) ESTABLISHED BY GPS OBSERVATIONS. LOT 8. THE EROSION CONTROL LINE AS RECORDED IN PLAT rn BOOK 35, PAGES 59, 59A & 596 OF THE CURRENT PUBLIC W RECORDS OF DUVAL COUNTY, FLORIDA IS THE EASTERLY 1 zo 40 MOST PROPERTY LINE FOR PRIVATE LANDS IN SAID COUNTY. 9. THE OWNER OF RECORD PER THE DUVAL COUNTY SCALE: 1" = 20' PROPERTY APPRAISERS OFFICE IS DAVID W. CHESHIRE. 10. GPS RUN USING SPECTRA PRECISION EPOCH 25 L1A2Fg� EQUIPMENT AND TRIMBLE VRS SOFTWARE. 1 11. THE GENERAL PERMIT LINE SHOWN AS PER OFFICIAL LOT RECORDS BOOK 12975, PAGE 1781 OF THE CURRENT rn PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. I rn N f C n g N N 8 co N $ � LOT L 4 g $ n O O rn N rn e .moi Vi N N e J o� N oo n m rn r N tti: Ln Z i 11.4 L �,Cj �. 1 . 1, 'n 129.4' 19.1 to n D .Ni O O , W000 WALK 2 C �QAFOO'f� `� cG o s. 2 STORY FRAME >}i 9 �\b f& c o �` 9 23 rn Wz 1 1'� � O�F�A�Oc�`yOQ?ti� 1s' RESIDENCE No. 1 . N DEN SURVEY 2\27\78 &�� 6 - DUR r 'P � FROM z � S F D L f . , t9 F a A ,.. O � HE 1 , S O / G/ r BULK RIED e: m 0,��'� '� it �R IN B�� + >' s I y92o �o�ti p E, 3 rn w N v ` <O OG LOT ti 146.7 44A! O -4 F` 2 S 16 a G P _ `.> �a A�� IRON PIPE)�js , o cn�.' W o0 00"- � o N 1 = 1 ; f 2 g v W 1 ➢ �0 N 224.18'(IRON PIPE TO .13' 245.Q� o '� W to 1 �� 77'46 E 245 + o f o f w �, -� NS3'30 50 E �; rn WALL �6 -o y1 N PISSES w E i y ` < ; ' n fp I QV 0 rl ��� ; m Or- O �— G `f Z ON 0 Ln(r 421, O T C Z �� �� i m c 1-0 N - 2 STORY AME FR l AND COQUINA rn N r- r- � y N� �s GARAGE AND w m �6 ^ �' rn --< o� O GUEST HOUSE o cDn 1 w w O 42.1' 51.3' 5. 9 rl C w 00 CONS W" ►,? �,40"W 244.51 `' 128.7' m 19'(X-CUT TO IRON PIPE) 2 STORY FRAME t.� w,L > to 24 CK a rn 2 BLOCK �a �F � AND 1 m RESIDENCE No. 221 0 Qi w, rri 130.7' o z C C 8.2' 25.8' Z Z 6.4 w h N rn rn 4, C 22.3' o N LOT 218' 2 _ wALK �—r-� W a LSTREEO I v 2n WAY d COND (P AVED) 40' RIGHT OF ANGLE POINT OPPOSITE R-S2 THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONES "X" (AREA OUTSIDE THE 500 YEAR FLOOD PLAIN), "AO" (DEPTH 2'), and "VE" (EL 15) F AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP No. 12031CO409H, REVISED JUNE 3, 2013 FOR THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA. U THIS SURVEY WAS MADE FOR THE BENEFIT OF CLARENCE GOODEN. DEP MONUMENT No. 72-81-A21 NORTHING = 2,178,371.22 "NOT VALID WITHOUT THE SIGNATURE AND EASTING = 375,348.22 DONN W. BOATWRIGHT, P.S.M. THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." FLA. LIC. SURVEYOR AND MAPPER NO. LS .3295 REVISED TOPOGRAPHIC SURVEY JUNE 20, 2013 FLORIDA LICENSED SURVEYING AND MAPPING BUSINESS No. LB 3672 CHECKED BY: FILE: 2013-0539 DRAWN BY: CL BOATWRIGHT LAND SURVEYORS, inc. 1500 ROBERTS DRIVE JACKSONVILLE BEACH , FLORIDA DATE.. JUNE 20, 2013 SHEET 1 of , c904)241-8550 II � Renovations for the: Gooden Residence ► i GUEST HOUSE k! at 227 Beach Avenue Atlantic Beach,Florida a Architecture by: WALL LEGEND I ———— EXISTING 2 x 4 WOOD STUD FRAMING LA ———— TO BE REMOVED 1 EXISTING 2 x 4 WOOD STUD FRAMING TO REMAIN ARCHITECTURE Lane Architecture, P.A. 1022 Park Street, Suite 205 Jacksonville, Florida 32204 GENERAL DEMOLITION NOTES: 904.355.9020 J. Lane, Reg. No.AR 12715 1. WALLS, FIXTURES, DOORS, ETC. Structural Engineering: R OWN DASHED SHALL BE McVeigh & Mangum 1 Engineering, Inc. I 2. ALL EXISTING WINDOWS TO BE 9133 R. G. Skinner Parkway REMOVED AND NEW WINDOWS SHALL BE INSTALLED. Jacksonville, Florida 32256 + 904.483.5200 ll 4. REMOVE ALL EXISTING G.W.B. EB 6330 4 NEW 1/2" G.W.B. SHALL BE Engineer of Record INSTALLED THROUGHOUT. Carrington McVeigh, PE# 30692 5. COORDINATE SALVAGE OF EXISTING ITEMS TO BE REMOVED ! i WITH OWNER. ill i i I i EXISTING SCREEN WALL TO BE REPLACED BY OTHERS i I AT A LATER DATE 4_ REMOVE PORTION OF EXISTING WALLS AND INSTALL DOORS AND WINDOWS AS SCHED'L M ————————————— — -------- --- I 7777E 1117 111111 H 117TIll 77 — � � I --- REMOVE PORTION OF EXISTING U I I WOOD DECK AND SPIRAL C-� STAIRCASE. SEE FLOOR I' L—— — _-r—— PLAN FOR NEW SIDEWALK. CUT OPENING FOR - LOUVERED ACCESS �! PANEL — SEE PLANJill VI a IIII hlI II I II1�1 Jill ill \ 1. (WALLS, DOORS, WINDOWS, ETC. SHOWN I I jj I III \\ I\\ DASHED ARE TO BE REMOVED) II I I I I I III I \ \ II III I \ GARAGE CONCRETE SLAB \ ( I I I r—r- I \ \\ p \ REMOVE BALCONY ABOVE I ( ( I REMOVE FLOOR SLAB THIS AREA EXISTING 8" CMU STEM - WALL I /I I I I I REMOVE EXISTING FIXTURES, I i I L-------I ---— — — — �—_ DOORS, AND CABINETS t! REMOVE PORTION OF EXISTINGix SCREEN WALL I I I I I I — I — I --� II II --------------- I J II II 1 II L-1--1 ---LI s I r---_— — 1 � P 7=7 xx -- — - L- i — REMOVE EXISTING PANEL — SEE PLAN i I I L I-"—JO- L L-LL —1 IREMOVE EXISTING WOOD I-I I I STAIRS do POSTS DATE: 9.18.2013 II I IIIIIIII I I I I I—I --- ------------------------------------------------------_ File: Gooden GH PIan1.DWG I ❑ ❑ ❑ ------------------------- — --- ------------------------- EXISTING SCREEN WALL TO 1ST FLOOR BE REPLACED BY OTHERS DEMOLITION PLAN AT A LATER DALE NORTH NORTH CRAWL SPACE- DEMOLITION PLAN FIRST FLOOR DEMOLITION PLAN ' SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0' D I I II I j 1 WALLS, DOORS, WINDOWS, ETC. SHOWN Renovations for the: II. DASHED ARE TO BE REMOVED Gooden 777777-- Residence I I I I GUEST HOUSE r' at 227 Beach Avenue F x F9 I Atlantic Beach,Florida I I I Architecture by: II II I II I II II I II II h � � II II II I II II \ I I ARCHITECTURE Lane Architecture, P.A. EXISTING LOAD BEARING � KNEE WALL BEING 1022 Park Street, Suite 205 REMOVED - SEE STRUCT'L I I / I I Jacksonville, Florida 32204 DWGS FOR NEW WOOD I ____ _ __J I II I. BEAM i 904.355.9020 — T 1—I-7 T �I —1 I I I J. Lane, Reg. No.AR 12715 II I I I I Structural Engineering: III I II I I I I McVeigh & Mangum Engineering, Inc. 9133 R. G. Skinner Parkway Jacksonville, Florida 32256 904.483.5200 EB 6330 �I Engineer of Record I I REMOVE EXISTING FIXTURES, �/ -_ I I I I Carrington McVeigh, PE# 30692 DOORS, AND CABINETS - II II � � I III II II II I � II II II EXISTING LOAD BEARING KNEE WALL BEING REMOVED - SEE I I L LI-1-1 -I-1 -1 -L -L L II BTRMCrL DWGS FOR NEW WOOD � 7I 7 T r 7I ( WINDOW A/C UNIT TO EXISTING WALLS TO REMAIN ARE SHOWN III I BE REMOVED SOLID NORTH THIRD FLOOR DEMOLITION PLAN SCALE: 1/4" = F-0" I } i I WALLS, DOORS, WINDOWS, REFER TO STRUCTURAL ETC. SHOWN DASHED ARE DRAWINGS FOR EXTENT OF li TO BE REMOVED WALL TO BE REMOVED AND REBUILT - __,K?ZR �_ �=- - --- -�_-------- -- - II I I I I >< REMOVE EXISTING WOOD BALCONY AND SPIRAL \� STAIRCASE. SEE FLOOR - I PLAN FOR NEW COVERED BALCONY s T' II��- REMOVE PORTION OF I 7 / I EXISTING WALLS AND INSTALL DOORS AND WINDOWS AS SCHED'L REMOVE EXISTING WOOD BALCONY AND SPIRAL II STAIRCASE I I � � I II WALL LEGEND C= C EXISTING 2 x 4 WOOD STUD FRAMING C� C= TO BE REMOVED II II \ II N777777= EXISTING 2 x 4 WOOD STUD FRAMING TO REMAIN IIL _ I I I REMOVE EXISTING I __ I GENERAL DEMOLITION NOTES: FIXTURES, DOORS, AND CABINETSI I- 1. WALLS, FIXTURES, DOORS, ETC. SHOWN DASHED ARE TO BE REMOVED. L- -�- -� I I I I I I 2. ALL EXISTING WINDOWS TO BE _-_L _ - - L - - � REMOVED AND NEW WINDOWS i STAIRCASE SHALL BE INSTALLED. ' REMOVE EXISTING WOOD I r r � - { I II 3. COORDINATE SALVAGE OF II -I EXISTING ITEMS TO BE REMOVED DATE: 9.30.2013 !' WITH OWNER. 17T F-I EXISTING WALLS TO REMAIN i 11 ARE SHOWN SOLID File: GOODENGHPLAN2AND3 L == = == = =-- LLT-1 -1LL = =J SECOND AND THIRD FLOOR DEMOLITION PLANS I NORTH SECOND FLOOR DEMOLITION PLAND2 SCALE: 1/4" = 1'-0' ' t y Renovations for the: LAUNDRY C OPENING IN CEILING, TRIM Gooden AROUND OPE ING WITH 1x2 PAINTED WOOD TRIM, REFER 0 DETAIL A15.20 COFFERED CEIUNG WITH F --------� I I I CROWN MOULDING IN CEILING LEGEND: es en ce �— FOYER A6.3 I II SLOPE UP SLOPE UP j - Ix - ® GUEST HOUSE /1x PAINTED TRIM ALL I I A6.4 I OVERHEAD DOOR AROUND GARAGE CEIUNG i I I '-10 1� TONGUE AND GROOVE CEIUNG FAN at 227 Beach Avenue �- I CEIUNG, PAINTED i BOTTOM OF - Atlantic Beach,Florida STAIR LANDING SEE BRACKET BOXED OUT BEAM II 5 * = SEE REMARKS ( /8-- G WB I SURFACE MOUNTED, LED LIGHT Architecture by: INTERIOR FINISH SCHEDULE _ I DETAIL A9.3 I j - FIXTURE, 1x4 MARK SPACE FLOOR BASE WALLS a"G REMARKS - Q C 101 GARAGE EPDXY WD P-GWB P-GWB - I II i , �� , O RECESSED DOWNUGHT 102 A/C CLOSET WD I I j I I 000 I ' 103 HALF BATH I ( __—__�J �--—U H ® LED STRIPUGHT 104 OFFICE - I CENTERLINE OF I �'--_ 105 FOYER I I I —-- --—-- I OF HOUSE ARCHITECTURE CENTERLINE EXISTING HOUSE g-7 1/2 I i I H WALL SCONCE VERIFY I I i ; i i i - A EXTERIOR WALL SCONCE, PROVIDE Lane Architecture, P.A. 106 STAIR ALLOWANCE OF #100 EA. 1022 Park Street, Suite 205 LO Jacksonville, Florida 32204 107 LAUNDRY I _ _ _ _ (- M _ - 108 STORAGE 201 MASTER BEDROOM ( I I i i i 8'_0. i ' _ A8. 1 SURFACE MOUNTED LIGHT FIXTURE ALLOWANCE OF #100 PER FIXTURE 904.355.9020 I. 202 SHOWER CT CT CT A6.2 A9. I I I _ __ __ __ J. Lane, Reg. No.AR 12715 -- I I I -- ----- -7=8�----@--� --- 203 MASTER BATH CT CT P-GWB ------ I I I --� ® - CHANDELIER, ALLOWANCE OF $250 Structural Engineering: 204 CLOSET WD WD - _--- -------- I - -- - -1 -- McVeigh & Mangum I 205 CLOSET 206 KITCHEN I - Engineering, Inc. ; 207 LIVING ROOM (OO LED LOW VOLTAGE ADJUSTABLE 9133 R. G. Skinner Parkway 1 RECESSED DOWNUGHT Jacksonville, Florida 32256 ,. 208 HALF BATH CT - � I ( . I I I I QQ LED LOW VOLTAGE RECESSED DOWNUGHT EB 6330 5200 — —J ___J . ; —-- --— CROWN MOULDING Engineer of Record 201 HALL - ---- ------- --- J 301 GUEST BEDROOM 302 CLOSET I I I ----- r 1 x 3 WOOD TRIM Carrington McVeigh, PE# 30692 303 GUEST BATH CT CT N I I —� 304 SHOWER CT CT CT I I IL--J I I ® GENERAL CEILING NOTES: ' 305 STORAGE WD WD P-GWB ________ 1. ALL LIGHTING FIXTURES SHALL BE DIMMABLE - REDU�EABBREVIATIONS: FINISH SCHEDULE NOTES: L———— ————— ———— ————————J -- --—- —- FINISH SC COORDINATE SWITCH LOCATION WITH THE OWNER * SEE REMARKS 1. FINISHES ARE FOR PRICING PURPOSES ONLY - I I T I I 2. DESIGN OF THE UGHTING SYSTEM SHALL BE BY THE COORDINATE WITH OWNER FOR FINAL SELECTIONS DROP SOFFIT 10" +/- i , WD WOOD FLOOR AS REQ'D FOR HVAC I I I I I I GENERAL CONTRACTORS LICENSED ELECTRICAL 2. INSTALL 3/4" PLYWOOD OVER EXISTING WOOD FLOOR DUCTWORK LJ LJ SUB-CONTRACTOR. ALL SUBMITTALS REQUIRED FOR P-GWB PAINTED GYPSUM WALL BOARD DECK PRIOR TO INSTALLING WATERPROOF MEMBRANE I I I A PERMIT SHALL ALSO BE PREPARED AND SYSTEM WHERE TILE FLOOR FlNISH: REQUIRED. I FURNISHED BY A UCENSED ELECTRICAL ENGINEER. CT $8.00/SF ALLOWANCE PORCELAIN TILE , MATERIAL ONLY TRASH ENCLOSURE 3. LED LIGHTING THROUGHOUT BELOW r IN IM Q Q FIRST FLOOR REFLECTED CEILING PLAN SCALE: 1/4"= Y-0" i COASTAL 1 A5. 1 CONSTRUCTION CONTROL UNE 6" WOOD POST W/ 42'-0" (+/-) COMPOSITE WRAP 9" j i 4 1/2" (WOOD FINISH) GENERAL I w , w 1: 22'-," (+/-> D 8'-6 Q 3-s Q FLOOR PLAN NOTES: CONCRETE PATIO WALL BELOW STAIR ry O SYSTEM COMPOSITE RAILING 1. ALL DIMENSIONS ARE TO FACE OF FRAMING FOR NEW 2'-0" 8'-0" © CONSTRUCTION.CONSTRUCTION AND TO FINISHED FACE FOR EXISTING r ------------- o I 2. ALL INTERIOR WALL FRAMING (NON-LOADBEARING) ----------------- -- .i I 1 SHALL BE 2 x 4 STUDS AT 16" O.C. - SHEATHING o STORAGE I N A6.�— I 108 j j i _ _ N + SHALL BE 1/2- GYPSUM WALLBOARD WHERE FRAMING IS O0 _ N SPACED AT 16 O.C. SHEATHING SHALL BE 5 8 O.C.,(BELOW STAIR) II - / i A6.4 i GYPSUM WALLBOARD WHERE FRAMING IS SPACED AT ! �— ;n LAUNDRY CHUTE I ^ -- STAIR j' 24 O.C. -SHEATHING AT TOILETS, SHALL BE MOISTURE NEW OPENING WITH 5/8" ABUSE RESISTANT ABOVE ( r--- --------- -------------- ---- 106 ' RESISTANT GWB AND AT SHOWER, WALLS AND CEILING { LOUVERED, COMPOSITE I GWB 0 ; SHALL BE CEMENTITIOUS BACKER BOARD. 1 ACCESS PANEL (HEIGHT WALL CABINETS I OF OPENING IS TO BE W/ COUNTERTOP — I 2 BELOW _ a' 3. ALL NEW EXTERIOR WALLS SHALL BE 2x6 FRAMING AT °I DETERMINED IN THE FIELD) �AUGNWtlrpa� L - NEW 8" CMU WALL b yh W A VE - LAUNDRY IA 16" O.C. W/ G.W.B. AS NOTED IN NOTE ;�2 107 = ; SLOPE CONCRETE I f PATIO AND STEPS 4. ALL CLOSET SHELVING SHALL BE 3/4" PLYWOOD WITH w A FINISH MOUNTED ON WALL CLEATS AND EXISTING SLOPE 13 FOYER � 1/4 PER FT. PLAS. LAMINATE 24" WIDE OPENING FOR CONCRETE ( I 105 SUPPORTED ON BRACKEN AT 36` O.C. ` VENTILATION STEPS AND - - -M 100'-0" CENTERLINE � LANDING L.—.—.—. � I io *(REFER TO WALL ; n CENTERUNE 5. IT IS ANTICIPATED THAT THE EXISTING CONCRETE PATIO EXISTING HOUSE 3'-6" ; SECTIONS) a, OF HOUSE HAS A TURNED DOWN EDGE SUCH THAT THE TRIM CAN 1 GARAGE COMPOSITE w BE APPLIED AS SHOWN - EXCAVATE AND CONTACT WALL EXISTING 8" CMU STEM ..y A> 101 RAILING SYSTEM 2"4 \/ \/ A8. 1 }�( 1 N ARCHITECT IF FACE OF SLAB IS INSUFFICIENT FOR TRIM 1 do 3'-8* ;�\ �l1 N " am 4w I — �% Q 6. NOTE: ALL WINDOWS AND GLASS DOORS ON THE I N + Q 10 I 1 98'-3 1/2 +/- I A15.1 SEAWARD AND SHORE-PERPENDICULAR SIDES OF THE 0 °D (REFER TO WALL ^ i » i DN RESIDENCE SHALL BE TINTED TO A TRANSMITTANCE ! A6.2 A9. SECTIONS 6#-7" W � VALUE OF 45% OR LESS THROUGH THE USE OF TINTED 12 MIL REINFORCES ) O — — — — GLASS OR WINDOW FILM OR SCREENS. POLYETHYLEN VAPOR N L------------------ I ------- ------------------� BARRIER BY AMERICOVER GARAGE DOOR FILL IN EXISTING CRAWLI A SHALL BE EQUAL TO L Ld ------ ------------------ ® - - OR EQUAL - TURN UP "COURTYARD WITH GARAGE VEL SLAB �+D I I i I I FACE OF PERIMETER WALL » AND EXTEND TO FLOOR BALCONY ABOVE COLLECTION BY I I I WALL LEGEND FRAMING OVERHEAD DOOR - ( ; i• ( OFFICE SEE DOOR SCHED. i 104 i 2 x 4 WOOD STUD FRAMING AT 16" O.C. ------ ------------- UC ' ( a, W/ 1/2" G.W.B. - NEW CONSTRUCTION 3'-8" ALIGN WITH _ I I CL SET 3r_8» HALF " I Wt ABOVE I I 102 j BATH —_ ; -G 2 x 6 WOOD STUD FRAMING AT 16 T I I .. . 103 <A I i O.C. W/ 1/2' G.W.B. - NEW L I I I i I N CONSTRUCTION, REFER TO STRUCT iv A �-—- 3'-6" i N DASHED UNE i DWGS - , I I INDICATIVE OF ® _ _ o w I I i in I I I ' RAISED PANEL co is EXISTING 2 x 4 WOOD I I I i : � � I I M L--I , WAINSCOT i STUD WALL, U.N.O. o I I N I I Z I iv + •3�•/� _ __ _______I--[______________ ___J i ! I iv _ ......- INSTALL R13 BATT INSULATION � NEW WALL WHERE i O Q 3' 6" 61 i I I I I I EXIST. DOOR AND � � - 4 1/2" NEW 8" CMU WALL EXISTING 12" x 23" 1'-11" 6'-0" WINDOW WERE --- 2' 5'-3" CRAWL SPACE ACCESS I , COMPONEW +/- SITLLE, LOUVERED 42'-0" (+/-) DATE: 9.18.2013 ' ACCESS PANEL I r I �! �? File: Gooden GH Plan 1.DWG Q - - - - Q Q 1 ST FLOOR PL, COORDINATE TRASH BIN REFL CEIL'G PLAN NORTH CRAWL SPACE PLAN FUTURE SCREEN A5 3 ENCLOSURE & PAVERS WALL & GATE W/ LANDSCAPE DESIGN SCALE: 1/4"= 1'-0" FINISH SCHED "°RTM FIRST FLOOR PLAN j SCALE: 1/4' = 1'-0" A I i 1 I j M A5. 1 %%W/ C:) Renovations for the: i� 42'_0" EGRESS WINDOW SHELF Residence O _ GUEST HOUSE •; TICA at 227 Beech Avenue iVe A6.3 CL SET _ o I _ _ Atlantic Beach,Florida 02 A �� �— N ( w I -- _ =J - - Architecture by: i A6.4 T _ r 3YI '-4" 4'-5" I U7 ao I N LAUNDRY IE L_ LA & CABINET HU 3-0 1 R TAIR LAN IN I 1'-1" ARCHITECTURE I— — —1 I - Lane Architecture, P.A. CENTERLINE I GUEST CEILING CENTERLINE 1022 Park Street, Suite 205 1 OF HOUSE BEDROOM SLOPES of HousE Jacksonville, F;orida 32204 CEILING 301 DOWN oowrES I A8. 1 N 904.355.9020 Lri _ �� _I _ _ _ _ _ _ �_ � J. Lane, Reg. No.AR 12715 L Structural Engineering: ! A6.2 A9. 1 N �- --- -T ABOVE I McVeigh & Mangum '.5 I W. 1 " I OPEN TO MASTER I —� OR / 5-7 BALCONY & Engineering, Inc. j BEDROOM BELOW I — — — — EN BE DINING r BELOWCOLUMNS 9133 R. G. Skinner Parkway / — I I ATEA BELOW C y — � -f- Jacksonville, Florida 32256 904.483.5200 - A A � l EB 6330 A6.1 f - 1 -- Engineer of Record —� I Carrington McVeigh, PE# 30692 F T �� SHWR -- - 304 FRAMELESS { ,IO I I L T HVAC GLASS SHOWER CANTILEVERED ST RAGE ( I I ENCLOSURE DORMERSLIGHT OF DECK BELOW 305 I I I ABOVE BATHROOM SHVAC CHASE 3037 4'-11" 4'-3" �I 14'-8 1/2" MI I NORTH j ti I Q A5.3 ¢ :� ¢ THIRD FLOOR PLAN SCALE: 1/4"= F-0" i I A5. 1 %i FURR OUT 2x4 WALL TO ALIGN WITH NEW 2x6 DASHED LINE INDICATIVE OF CANTILEVERED FRAMELESS GLASS FRAMING AT STAIR PANELING DECK SHOWER ENCLOSURE 42'-0" z 5'-3" 6" WOOD POST W/ 1 111_6 1/2" (+/_) W 8'-10" +/_ COMPOSITE WRAP 9" X A15.2 CENTER WINDOW ON V. TO BE SUPPORTED ON . — — — — — — — — — — — -- — — RIDGE O" ROOF . i EQ. CANTILEVERED DECK 11 A6.3 EQ. EQ. 4' 6" os TAIR/1111111 N + I 210 ® N Q. EQ. I N — "' \ 41 N SHWR BATH I – - - _ - I A6.4 0 202 -iMA HR T I _� _\ -- 20810 _ BENCH L _ - -IF 203 I LAUNDRY I CD CHUTE, SE i I^ I DETAIL I N A15.2o 3'-a• SLOPE 1/4" GENERAL FLOOR PLAN NOTES: ^' , I " ,I " ( TAIR DING PER FT - T-6" +/_ 21-7" 2'-10 2-1 6 2 -1 o B CENTER DOOR WITH b -- HALL w Z I `O 1. ALL DIMENSIONS ARE TO FACE OF FRAMING FOR NEW CONSTRUCTION AND TO WINDOW (n w ;,.� CENTER DORMERS a, " 11`� A 2 9 a a I BETWEEN EACH BAY ® - _ FINISHED FACE FOR EXISTING CONSTRUCTION. 4 MASTER w I BETWEEN POSTS ^ CEN RLINE BEDROOM _ I _ _ I \ CENTERLINE 2• ALL INTERIOR WALL FRAMING (NON-LOADBEARING) SHALL BE 2 x 4 STUDS AT 16" I` OF OUSE 201 — _ — I <A OF HOUSE w O.C. - SHEATHING SHALL BE 1/2 GYPSUM WALLBOARD WHERE FRAMING IS SPACED COVERED N AT 16 O.C., SHEATHING SHALL BE 5/8 GYPSUM WALLBOARD WHERE FRAMING IS BALCONY _ _ + • N SPACED AT 24" O.C. -SHEATHING AT TOILETS, SHALL BE MOISTURE RESISTANT GWB j <B v) A8, 1 AND AT SHOWER, WALLS AND CEILING SHALL BE CEMENTITIOUS BACKER BOARD.Lri { Q — — w I 121_5" '-1 — 4 �� < 3. ALL NEW EXTERIOR WALLS SHALL BE 2x6 FRAMING AT 16" O.C. W/ G.W.B. AS NOTED l cv DORMER ABOVE 4'-0' z DORMER ABOVE IN NOTE #2 A6.2 A9. 1 SLOPE 1/4" 0 = CLEAR W I <C " I� PER FT - z I I w r 4• ALL CLOSET SHELVING SHALL BE 3/4" PLYWOOD NTH PLAS. LAMINATE FINISH j 4" a 3 17- I LIVING MOUNTED ON WALL CLEATS AND SUPPORTED ON BRACKETS AT 36 O.C. CENTER NICHE ON DOOR 0 o - m 1 ( I ROOM ® ^ 5. LAUNDRY CHUTE SEE DETAIL A15.20 o C N I I I 207 COVERED BALCONY oa RF. " _ z I o A� MICRO WA — — " KITCHEN 3'-5" 3' 3" J. - — - I VA CHASE WALL LEGEND °i A A I cJ BUILT INS - �CLOSET �� I AEE DETAIL i ® - 2 x 4 WOOD STUD FRAMING AT 16" O.C. ——— —— — — I HVAC '� • W/ 1/2- G.W.B. NEW CONSTRUCTION CHASE DW r k tO I I I TV N + CV ',?�irrT�Tl 2 x 6 WOOD STUD FRAMING AT 16" CLOSET N _ — © CONSTRUCTION, REFER TNOESTRUCT'L DATE: 9.30.2013 205 ( HOOD I ( DWGS EXHAUST 10'-1" 10'-1" 2'-6" N EXISTING 2 x 4 WOOD File: GOODENGHPLAN2AND3 I 1'-5"• 14'-8 1/2" STUD WALL, U.N.O. SECOND AND i CENTER , WINDOWS WITHIN — — — INSTALL R13 BATT INSULATION T N EACH BAY OF co THIRD FLOOR BUILT IN ,� PLANS I Q Q Q CABINETRY Q NORTH A5.3 SECOND FLOOR PLANA2 SCALE: 1/4'= 1'-0" ' 3. j i i I Renovations for the: h' I� Gooden CENTER LIGHT IN TOP RISER FLAT CEILING BELOW EQ. EQ. Residence Q IjGUEST HOUSE r A6.3 I CEILING LEGEND: at 227 Beach Avenue Atlantic Beach,Florida -- 4 _ _ J _ _ _ I Architecture by: A6.4 I I I , CEILING FAN y I CEILING SLOPES LA SLOPES FLAT I 3'-7" ' .2» FLAT I7 DOWN ! UP CLG I FLAT SLOPES ! A FLUSH MOUNTED, LOW PROFILE CEILINGI CEILING FAN, MODEL NO. CLG UP I F565WH, BY RIVER CITY NF= • I I SKYLIGHT I LIGHTING (NO LIGHT KIT) ARCHITECTURE LU l CO I I O O I CHANDELIER Lane Architecture, P.A. OFN OUSEE I I I o I N — I A PROVIDE ALLOWANCE OF $650 1022 Park Street, Suite 205 CLG SLOPES DN cr Jacksonville, Florida 32204 ! ! SEE BLDG CID i ! ! I SECTION FLATI ! PENDANT 904.355.9020 _ N A8. 1 J. Lane, Reg. No.AR 12715 A6.2 I v I A 3 LIGHT PENDANT PROVIDE ALLOWANCE OF $175 A9. 1 I II I ® EXHAUSTUGHT, FAN AND LIGHT SWITCHED Structural Engineering: SEPARATELY McVeigh & Mangum 1, 6" CLG SLOPES DN I Engineering, Inc. VERIFY N WALL SCONCE 9133 R. G. Skinner Parkway j ! CLG SLOPES DN ! I — — SEE BLDG I SEE BLDG I I ! O FLAT CLG SECTION O I — SKYLIGHT ! A EXTERIOR WALL SCONCE, PROVIDE Jacksonville, Florida 32256 If SECTION FLAT CLG C° ALLOWANCE OF $250 EA. 904.483.5200 EB 6330 SURFACE MOUNTED LIGHT FIXTURE ALLOWANCE OF $75 PER FIXTURE Engineer of Record y Carrington McVeigh, PE# 30692 I I I ® I ® WATERPROOF SHOWERLIGHT { I O IH I Q• LED RECESSED DOWNLIGHT I I I I I IL O LED ADJUSTABLE RECESSED DOWNLIGHT O O — — — I I I _ ;; I PA-101 RIDGE/HIP FLASHING Renovations for the: FINISH SEALANT AT VERTICAL LEG FINISH RAW EDGE OF FI MATERIAL TO PROVIDE MOISTURE SNAP-CLAD PANEL OF "Z" CLOSURE BARRIER UTILIZING SEALING TAPE 3/4" TURN-UP POP RIVET REQUIRED TO Gooden i AND/OR ADHESIVE SEALANT __ FLUSH THE LAP OF THE `? 5/8" PLYWOOD SHEATHING RIDGE/HIP FLASHING Residence i FIELD CUT, BEND RETURN IN PANEL, & HOOK RETURN OVER GUEST HOUSE EAVE FLASHING (ALLOW FOR THERMAL at 227 Beach Avenue EXPANSION/CONTRACTION p DEPENDING ON TEMPERATURE AT Atlantic Beach,Florida 11ME OF INSTALLATION) , Architecture by: I _ ICE & WATER SHIELD I EAVE PA-126 FLASHING &=A i PA-5 KEEPER I ICE & WATER SHIELD f ' } "Z" CLOSURE ARCHITECTURE P.T. 2x6 WOOD CURB rrLane Architecture, P.A. M w SNAP-CLAD PANEL SEALANT AT"VERTICAL LEG 1022 Park Street,Suite 205 FASTEN WITH SCREWS PROVIDED II 1 x 4 HARDI TRIM rn W WITH SKYLIGHT & UNDER Z CLOSURE Jacksonville Florida 32204 t METAL ROOF RIDGE DETAIL 5/8" PLYWOOD DECKING 904.355.9020 STEP FLASHING �\ I A4. 3 J. Lane, Reg. No.AR 12715 1 x 12 HARDI TRIM SCALE: 3"= i'-0" PLYWD SHEATHING ''• Structural Engineering: I • P.T. FRAMING McVeigh & Mangum i STAATNEDING SEAM METAL ROOF � Engineering, Inc. _. -r.• = 9133 R. G. Skinner Parkway - -- - --- - - -- f SNAP-CLAD PANEL Jacksonville, Florida 32256 ' c14PA-115 VALLEY FLASHING 904.483.5200 HARDI SOFFIT PANEL W/ EB 6330 BATTENS AT 4-0 O.C. Ln Engineer of Record s MINIMUM CLEARANCE FROM Carrington McVeigh, PE# 30692 1x2 HARDI TRIM PANEL ENDS TO VALLEY DIVERTER I IS 6" MINIMUM EACH SIDE OF METAL ROOF EAVE DETAIL VALLEY. MAY REQUIRE RE A4. 2 SCALE: 3" = -0" _ ON LONGER VALLEY RUNSRANCE SNAP-CLAD CLIP PA-151 GABLE FLASHING WITH FASTENERS (I 6• MSN �; SNAP-CLAD PANEL ,� FIELD-FORM PANEL LEG TO I.D. OF "J" CLOSURE f -- ---- - -- - --- J CLOSURE i A-' \ SEALANT 04 ICE & WATER SHIELD " "\ X PA-5 KEEPER Z RETAINER STRIP �/ LO 5/8" PLYWOOD DECKING ICE & WATER SHIELD x 2 SYNTHETIC TRIM METAL ROOF VALLEY DETAIL 5/8" GWB AT BOTTOM OF ROOF R-30 ICYNENE INSULATION,-TYP. 5/8" PLYWOOD DECK j TRUSSES & LIGHT SHAFT 2 x 6 SYNTHETIC TRIM A4. 5 SCALE: 3" = 1'-0" SEALANT 1 HARDI SOFFIT PANEL W/ BATTENS AT 4'-0" O.C. NOTE: SKYLIGHTS TO HAVE PREINSTALLED BLINDS, COORDINATE BLIND TYPE W/ OWNER. BLINDS TO BE ELECTRICALLY CONTROLLED USING VELUX KLR 100 RF REMOTE CONTROL METALROOF GABLE DETAIL AND KEYPAD A4. 4 A5. 1 a SCALE: 3' = 1'-O" DASHED UNE INDICATES p WALLS AND COLUMNS A 4. 1 SKYLIGHT HBELOW o FIXED CURB DETAIL MOUNTED (FCM) ROOFOVER _ w SKYLIGHT BY VELUX 14 1/2"x 46" BALCONY — — — — — — — — — — — — — — — — — — — — — — — — — — A6.3 L_J CENT- - - ------- -- �--- A6.4 — - -- — - -- - -- - WITH EREDORMERS ACH BAY i ____- BETWEEN POSTS, SEE - - --- - _ -- -- --�-- - — — 2ND FLOOR PLAN CURB - ------ ----- ---------- - _ FASTEN WITH SCREWS PROVIDED WITH SKYLIGHT W/ NEOPRENE WASHER - -- - -- 'I -- -- — — REFER T 2ND FLOOR I i REFL CE NG PLAN FOR -------- - --" -- DORMER SPACING _-__-- ----_-_-- 5:12 +/- - __ _ Q =_ - ----- - ---- EXISTING __ PITCH L " LAP MOISTURE BARRIER OVER MEMBRANE BELOW - _ -- -- -- _-- - .n -- 2:12 ITC CLOSURE TRIM 12 PITCH -- - - --- ___ PITCH PLYWD SHEATHING � - — — --- _ °p I -- -- A8. 1 LriN - Q PAC CLAD METAL PANEL ROOF -�� — CRICKET -- ------ -- SYSTEM A6.2 A9. 1 Ln MOISTURE BARRIER �/-�I - _ _ - -- - -- -- - __- --- --- ---- - -- i _ o r - ---- - - -------- -- ---- - -- L J BALCONY BELOW - -- --- -- ---- - - ---- - - --- - ---- -� • _ I R-30 ICYNENE INSULATION, TYP. - ---- -- - - _ GENERAL NOTES: 1. METAL ROOFING SYSTEM SHALL BE EQUAL TO "SNAP CLAD" ALUMINUM ROOFING SYSTEM BY DATE: 9.30.2013 -- - -- - - - -- -- - - - -- - PETERSEN ALUMINUM W/ .032 ALUMINUM & 16" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ � WIDE PANELS. REFER TO STRUCTURAL DRAWINGS SKYLIGHT CURB DETAIL -- FOR WINDLOADING AND PRESSURE REQUIREMENTS. _--- -- File: GOODENGHROOF A4. 6 SCALE: 3" = 1'-0" 2. WATERPROOFING MEMBRANE SHALL BE EQUAL TO ROOF PLAN "ICE AND WATER SHIELD HT" BY W.R. GRACE FIXED CURB MOUNTED (FCM) SKYLIGHTS STANDING SEAM ALUMINUM DORMERS WITH BY VELUX 21" X 46 1/2" WITH REMOTE ROOF SYSTEM OVER NEW STANDING SEAM NORTH CONTROL BLINDS. REFER TO 3RD FLOOR r SHEATHING AND EXISTING CV METAL ROOFING M PLAN FOR LOCATION RAFTERS ti SYSTEM ti A4 ' Q Q Q ROOF PLAN SCALE: 1/4' = I'-O' '' Renovations for the: Gooden Residence IN I � WI , I I I GUEST HOUSE >I I> I at 227 Beach Avenue iv1 12 Ij Atlantic Beach,Florida 5 12 1� I 8 -- — -- -- 8 INSTALL STANDARD, 3/8" THICK HARDI LAP EGRESS WINDOW WITH MINIMUM NET CLEAR SIDING, SMOOTH FINISH AND 3/4" x 5 1/2* OPENING OF 5.7 SF. THE MINIMUM CLEAR Architecture by: CORNER BOARDS AT DORMERS - --- OPENING HEIGHT SHALL BE 24" AND THE --- - _ -- _- MINIMUM CLEAR OPENING WIDTH SHALL BE 20". ED = THE SILL SHALL BE NO MORE THAN 44" A.F.F.W DORMERS SHALL BE -1 CENTERED ON EACH LA BAY OF BALCONY �0 H H �� H I I 2 1�2 BELOW ( 12 4 ARCHITECTURE K SYNTHETIC PANEL , Lane Architecture, P.A. i TOP OF PLATE _ 1022 Park Street, Suite 205 - _j _ TOP_OF PLATE 117' s" (+/-) Jacksonville, Florida 32204 117'-9" (+/-) MATCH EXIST. - - -- MATCH EXIST. I _ i - --- 904.355.9020g� ATLANTIC PREMIUM --- - NEW STANDING SEAM -- -- J. Lane, Re No.AR 12715 - T ALUM. ROOF SYSTEM SHUTTERS _ ❑❑ _ ❑�❑ ❑❑ � D�1 OVER NEW SHEATHING ❑ ❑ _ ❑❑ ❑❑ COMPOSITE LOUVER � - (�O ❑ ❑ ❑ ❑ ❑E Structural Engineering: STYLE ❑❑� _I \O AND EXISTING RAFTERS, - ❑❑❑❑❑ 11 ©E]E1 © T TYP. �_I ❑❑ ❑ � -, � COMPOSITE COLUMN do McVeigh & Mangum SHUTTER HARDWARE - _--� OF RAILING SYSTEM BALCONY TO BE Engineering, Inc. (j 'S' HOLDBACK W LAG 9133 R. G. Skinner Parkway , LN �[ BOLT, BY ATLAN ICJ-f CANTILEVERED OFFCID Jacksonville, Florida 32256 PREMIUM SHUTTERS C E EXISTING STRUCTURE - � .5200 EB 6330 , TOP OF PLATE J _ _l _1�_°o P/2?E(+/_) - _ -- Engineer of Record Carrington McVeigh, PE# 30692 108'-10 1/2 (+/-) MATCH EXIST. i MATCH EXIST. � - -- = HARDI (ARTISAN) LAP - SIDING. TYP. ❑❑❑❑❑❑ HARDI 2 x 6 CORNER FEF111 �❑❑E ' © �� BOARDS TYP. THROUGHOUT - _ T COMPOSITE WOOD FINISH i ON TOP OF WOOD DECK T j - SEE A5.2 FOR TOP OF SHEATHING TYP. NOTES TOP OF SHEATHING GARAGE/GUEST HOUSE GARAGE/GUEST HOUSE 16.92' (APPROX.) - �� ® COMPOSITE LATTICE - 3 STEPS DOWN DRYER LINT EXHAUST EQ. EQ. EQ. }' NEW DRIVEWAY, REFER COMPOSITE 1 TO SITE PLAN RECESSED PANEL �j NORTH ELEVATION EAST ELEVATJON - TYPICAL ELEVATION ' A5. 1 SCALE: 1/4 1 -0 A 5. 2 SCALE: 1/4'= F-0' 1 GENERAL NOTES: { 1 1. SIDING AND TRIM SHALL BE EQUAL TO "ARTISAN" BY JAMES HARDI. SIDING SHALL BE 7.25" W/ 6" EXPOSURE, FASTENERS SHALL BE STAINLESS STEEL RING SHANK NAILS. CORNER BOARDS SHALL BE 2 x 6 i NOMINAL. PRIME W/ "PRIMER 2K" AND APPLY 2 FINISH COATS OF THOROSHEEN, 10096 ACRYLIC PAINT BY THORO/BASF. I� 2. ALL METAL FLASHINGS SHALL BE 24 GA. TYPE 316 STAINLESS STEEL FIXED MOUNTED CURB SKYIGHTS I W ( N BY VELUX, CENTER BETWEEN EQ. EQ. I EQ. EQ. D I I D DORMERS I' v j1 IN - 12 5 12 - 8 !i II ee ,,<777777 i �❑❑ - - I I 0 j H H H CIO -- 12 2 D 41 ------- li — — — _ TOP-OF PLATE TOP-OF PLATE _ _ -_- 117'-9" 117'-9" (+/_) -�— - MATCH EXIST. - 1 I MATCH EXIST. -- _ _- - — �. � I DECORATIVE BRACKETS, ©® �� - I� L.. �I SEE DETAIL A9.2 U ILL 0 DE LIE __ Ll O - TOP-OF PLATE TOP-OF- 0 PLATE12 + - - --- - -— -- - - 108'-10 EXIST." (+/_) -, BALCONY TO BE CANTILEVERED i 108 / _- MAC - � � MATCH EXIST. - - -- - -------- I - OFF EXISTING STRUCTURE Li Li ?, - --- -� DECORATIVE BRACKETS, SEE DETAIL A9.3 ❑❑'n 1:1= L - _ - GARAGE DOOR - COURTYARD i 11 L- COLLECTION, MODEL 163T, BY - -- 1 OVERHEAD DOORS. DOOR SHALL _ -- - MEET THE 140 MPH WIND LOADS ---- j - _-a FINISHED FLOOR OF SEE DATE: 9.30.2013 , SEE A5.2 FOR EXISTING O O 0 0TYPA NOTES 5.2 R TOP OF SHEATHING �f TYP. NOTES GARAGE/GUEST HOUSE - - - 16.92GARAC(APPROX.)OUSE — -_ - - _ File: GOODENGHELEVSECT L 1 Ll ----- --------- -- BUILDING ELEVATIONS IT I SOUTH ELEVATION WEST ELEVATION '1 7-1 7 A 5 . 4 SCALE: 1/4" = 1'-0" A5 A5. 3 SCALE: 1/4"= 1'-0' I is - Renovations for the: SKYLIGHT BEYOND Gooden DORMER esidence > I I D A9.1 GUEST HOUSE j A8.1 "'I I f at 227 Beach Avenue I - - - - - - - - - - - - - - - I 5 (+/-) � ❑� - - - - 12 - - - - - - - - Atlantic Beech Florida 128 DORMERS, W/ _� MOTORIZED BLINDS - 8 SEE PLANS I I I Architecture by: ❑❑ I GJLA I 12 ET I BEDROOM 1 I I 21 — tto ❑ 12 S / SHOWER BATHRGUEOT OM STORAGE EXISTING ROOF TO BE i \ ® ® REMOVED \ 4 ARCHITECTURE � � I = I Lane Architecture, P.A. i TO OF PLATE I 1022 Park Street, Suite 205 Jacksonville, Florida 32204 MATCH EXIST. - i I 904.355.9020 mo O❑ I I REMOVE J. Lane, Reg. No.AR 12715 PARTIAL L BUI LDING SECTION TION TV EDo ❑o KITCHEN EXISTING � A6 . 1 SCALE: 1/4' = 1'-O" COMPOSITE HANDRAIL (BY OWNER) tto LDLEI EDRO BALCONYAND Structural Engineering: � SYSTEM I I INSTALL NEW McVeigh & Mangum I I BALCONIES PER g 9 g, 9 Engineering, Inc. POST TO BE PLANS ON inner Parkway SUPPORTED I 9133 R. G. Sk y CANTILEVERED DECK IS D I I II I I Jacksonville, Florida 32256 5200 I EB 6330 os'-10( +/-) "�J- J —_ --- g MATCH EXIST. Engineer of Record I Carrington McVeigh, PE# 30692 i — — REBUILD UPPER LEVEL, CANTILEVERED DECKREFER TO I TERIOR I HVACI SOFFIT I FOYER E VATIONS FOR CONCRETE STEPS W I I 110 PANELING COMPOSITE RAILING COFFERED CEILING IN I I FOYER I II CONCETE GARAGE FINISHED FLOOR OF I I t to DRIVEWAY I , EXISTING GARAGE/GUEST HOUSE I EXISTING SLOJJE CONCRETE 777[ -- SLAB 1/8- P9R FT. 16.92' (APPROX.) I - I ENCAPSULATE EXISTING;71 — — — — — — CRAWL SPACE BU BUILDING SECTION A6 . 2 SCALE: 1/4"= 1'-0" �> D� (>DI I� j _ - IN NI 12 I II DORMERS BEYOND 12 12--- ------- --- - -- - - - -+ - - �\ LIVING ROOM 81 I �8 BEYOND 12 DORMER IN \ I / y \ CEILING BEYOND FOREGROUND \ I / I (ABOVE LIVING ROOM) GUEST I� 12 BEDROOM CO I 21 I BEYOND 7 12 14 CLO \302 \ CEILING. AND DORM _ TOP_OF PLATE - - - I�ul IN FOREGROUND 117'-9" MATCH EXIST. REFER TO INTERIOR i LL ❑❑� ❑❑ PANELINGNS FOR /I OPENING INTO BA�TIFI MASTER HALF 6 5 8 1 KITCHEN 2°5 205 oOo 110❑ BATH ❑ SEE A- FOR RISERS7 ® WINDOW SHALL BE TYP. NOTES o BEYOND __L___J _ CENTERED W/RIDGELINE SHOWER SHOWER � 20� MASTER CEILING IN FOREGROUND - 11 1/2 __ TO PLATE TREADS --- ---- - --- 108-10 1/2- MATCH /2 MATCH EXIST. L FOYER REFER TO INTERIOR BEYOND 7 ELEVATIONS FOR / 6 5/8" PANELING RISERS I o 7 i) STORAGE SPACE GARAGE I GARAGE BELOW STAIR FINISHED FLOOR OF 110 tto EXISTING - 11 1/2 GARAGE/GUEST HOUSE TREADS 16.92' (APPROX.) STORAGE SPACE BELOW STAIR G /v f .► c �! 1 j Y. BUILDING SECTION DATE: 9.30.2013 BUILDING SECTION A6 . 4 SCALE: 1/4 1 -0" h A6. 3 SCALE: 1/4'- 1 -0 File: GOODENGHELEVSECT pj BUILDING SECTIONSA6 I! I r I - Renovations for the: I I Gooden Ig > I Ig g FIXED MOUNTED CURB I�"� I N I N I G'I Residence SKYIGHTS I GUEST HOUSE I DORMERS ABOVE _ -_-- at 227 Beach Avenue Atlantic Beach,Florida DORMERS - I I F—i ] SLOPED CEILING SEE PLANS I I INLIGHT SHAFT EXISTING ROOF I I Architecture by: (BEYONDISTRUCTURE / NEW ROO SYSTEM LLJ I Ll BOTTOM OF FLAT i CEILING, BEYOND i I 3RD FLOOR BEYOND ARCHITECTURE TOP OF PLATE TOP OF PLATE 3RD FLOOR BEYOND----------- _ ! Lane Architecture, P.A. MATCH EXIST. MATCH EXIST. CEILING BEYOND 1022 Park Street, Suite 205 Jacksonville, Florida 32204 904.355.9020 i KITCHEN STAIR LANDING J. Lane, Reg. No.AR 12715 I MASTER CLOSET BUILT INS 2O8 Structural Engineering: 1 203z0a STAIRS IN FOREGROUND 1 i BEDROOM McVeigh & Mangum \ zo, � � 9 9 Engineering, Inc. NICHE —— 9133 R. G. Skinner Parkway ` BOXED OUT W18 -—_ Jacksonville, Florida 32256 -- ---- STEEL BEAM TOP OF PLATE 904.483.5200 TOP OF PLATE 108'-10 1/2" (+/-) ELEVATIONS FOR°R EB 6330 ` 108'-10 1/2" (+/-) MATCH EXIST. PANELING I MATCH EXIST. --- ---- Engineer of Record STAIR LANDING Carrington McVeigh, PE# 30692 CONCRETE STEPS ii OFFICE \` � \` W/ COMPOSITE i i STORAGE SPACE UNDER WOOD FINISH i 104 i STAIRS GARAGE 41 FOYER FLOOR FINISHED FLOOR OF - BEYOND FINISHED FLOOR OF EXISTING EXISTING GARAGE/GUEST HOUSE - ❑ GARAGE/GUEST HOUSE ----- - i - ` 16.92' (APPROX.) - - -- -- � ii -_ 16.92' (APPROX.) GARAGE FLOOR BEYOND - - - --- - - ------- — --- ----FO-YEF� --- — --- ---- - 105 I Q BUILDING SECTIONQ BUILDING SECTION I SCALE: 1/4'= F-0" / � SCALE: 1/4" = F-0" j I' I I I ID DI I rQ I Lo I ' II ❑ ❑❑ ❑❑ ROOF STRUCTURE OVER BALCONY TOP_OF PLATE - 117'-9- MATCH EXIST. ---- J ---_ ❑ ❑ ❑❑ ' ❑� DE T] 1111 A8.1 ❑❑ J ❑❑ SYSTEM ITE RAILING Fill EIEI - _-_ - - -- CANTILEVERED DECK �� ❑� _ TO -OF PLATE _ __ —I 108'-10 1/2- (+/-) , MATCH EXIST. PATIO DECK WITH - CRAWL SPACE BELOW }j FINISHED FLOOR OF I) GAIRA STING GE/GUESTHOUSE - GARAGE FLOOR BEYOND you tj DATE: 9.30.2013 Q BUILDING SECTION � SCALE: 1/4" = 1'-0" File: GOODENELEV&SECT j BUILDING SECTIONS A7i 1 i Renovations for the: II i i i Gooden N Al 2.6 Residence 1/2. j GUEST HOUSE 3/4'/ I at 227 Beach Avenue 3/4" 14'-9 1/2' I I WOOD FRAMI AT Atlantic Beach,Florida j ir A.F.F. I 24 O.C. SEE STRUCTURAL " I DRAWINGS FOR g FIXED CASEMENT I I FRAMING 28 1 1/2" Architecture by: WINDOW - REFER TO WINDOW ELEVATIONS AND DETAILS I I 12 i \ I I 5/8" GWB WITH WOOD \Ak6x6 WOOD POST v I I FRAMING AT 24" O.C. N LU I M WITH PAINTED FINISH3 4w COMPOSITE TRIM 12r- / I 5w ARCHITECTURE Lane Architecture, P.A. I BLOCKING AS REQ,D TONGUE & GROOVE I / _ 1022 Park Street, Suite 205 SOFFIT 1x4 W/ PAINTS 1 / Jacksonville, Florida 32204 FINISH / I BOTTOM OF EXISTING 12I 904.355.9020 2x10 S 2 WORKING POINT J. Lane, Reg. No.AR 12715 SEE STRUCTURAL FOR LVL 51/4 x14 Structural Engineering: 1/4" HEADER MEMBERS BCEILING EYND FINISH �� McVeigh & Mangum �, 3/4" COMPOSITE TRIM INSTALL .032 PAINTED EXISTING KNEE WALL Engineering, Inc. WITH PAINTED FINISH ALUMINUM FLASHINGS OVER TO BE REMOVED 9133 R. G. Skinner Parkway \ ALL EXPOSED COLUMN / CAPS EXISTING FLOOR Jacksonville, Florida 32256 PURR DOWN CEILING FRAMING TO BE 904.483.5200 REMOVED EB 6330 � 1/4" M TOP OF PLAIT: _ Engineer of Record J 1� i 117'-9- (+/-) � 5r_gw / I MATCH EXIST. Carrington McVeigh, PE# 30692 POST AND WRAP ONT 2" ALUM. 2x4 WOOD STUD A8A8. /� COLUMN DETAIL BEYOND / VENT WALL / 16" O.C. . `''�' SCALE: 3'= F-0' WITH 1/2" GWB & j 1x2 HARDI TRIM UNPAGED BATT 1 INSULA11ON WATERPROOF MEMBRANE j (VULCUM 350 OR EQ.) OVER 1x8 HARDI TRIM 3/4" EXT GRADE PLYWOOD - EDGE OF BALCONY STRIP IN SECOND LAYER OF VULCUM OVER ALL FLASHINGS EDGE OF COLUMN i BEYOND 1x6 IPE WOOD DECKING EXISTING FRAMING TO BE ` ON 1x4 SLEEPERS " REMOVED OVER SLOPE 1/4" PER FT WITH" PAINIEDI TE FINISHIM BALCONY POST PLAN SEE A10.3 FOR I TYP. NOTES N - ALUMINUM FLASHING TRIM SYNTHETIC HANDRAIL DOOR, REFER TO I SYSTEM TO BE SELECTED DOOR SCHEDULE 3 4" BY OWNER W/ MAX. OPENING OF 4" �I i 3/4" COMPOSITE TRIM WITH PAINTED FINISH EXISTING 3/4" WOOD DECKING RIM JOIST EXISTING 2x10 W/ NEW 2x6 " FRAMING CANTILEVERED - SEE STRUC'L DRAWINGS + o 5/4 W000 TRIM1 SEE FINNISH SCHEDULE FOR PLYWD SPACER A8,3 TURN WATERPROOFING MEMBRANE UP FACE ! FLOOR MATERIAL OF WALL AND UNDER THRESHOLD & _ PREFORMED PAN - IYP. � I TOP OF SHEATHING —I 108'-10 1/2" (+/-) SLOPE i' rt\� MATCH EXIST. I 1 j DECK DETAIL 1 x 12 FASCIA BOARD I : A8. 3 SCALE: 3'= 1'-0• I _ I WATERPROOF MEMBRANE TONGUE & GROOVESOFFIT 1x4 W/ PAINTED (VULCUM 350 OR EQ.) OVER FINISH —— —— 4 BATT INSULATION 3/4" EXT GRADE PLYWOOD - FALSE BEAM STRIP IN SECOND LAYER OF RESILIENT CHANNELS VULCUM OVER ALL FLASHINGS MITER & BISCUIT ALL 1 1x6 IPE WOOD DECKING N CORNERS I 1x4 SLEEPERS SLOPE 1/4" PER FT BASE TRIM BELOW 1x8 TRIM 2x4 WOOD STUD WALL AT 16" O.C. WITH 1/2- GWB " rn WOOD FRAMING AS N NECESSARY - CUSTOM DOOR, REFER POST PLAN TO DOOR SCHEDULE REFER TO 3/4"/ ELEVATIONS FOR INTERIOR PANELING ALUMINUM FLASHING TRIM --_ OW _� 5/4 x 6 IPE WOOD DECKING ON 2 x 4 IPE SLEEPERS AT 24" O.C. OVER MOISTURE BARRIER AND WOOD SHEATHING ri SEE DETAIL A8.4 FOR to SEE FINISH COLUMN DETAIL "' SCHEDULE FOR FLOOR MATERIAL CMU STEM WALL CRAWL SPACE EXISTING FLOOR -- JOISTS G " TOP OF FLOOR SHEATHINGz — — — — — — — — FOYER --� 16.92' (APPROX.) SLOPE 1/4"/FT (10020 REF. ELEV.) ~— CRAWL SPACE TO BE ENCAPSULATED W/ 2" RIGID INSULATION 4" STEP AT PERIMETER WALLS, & 12 MIL POLYETHYLENE VAPOR DATE: 9.30.2013 BARRIER MOISTURE BARRIER OVER METAL FLASHING File: Gooden GH Plan 1.DWG — WALL SECTIONS ; & DETAILS ,a REFER TO STRUCTURAL -- DRAWINGS FOR WALL SECTION REINFORCING AND EXISTING STEM WALL j ADDITIONAL NOTES FOUNDATION A8. 1 8 D CK DETAIL - SCALE: 3/4" = 1'-0" A8 a A8 V. 2 SCALE: 3" = III 1i I - Renovations for the: - Al2.6 I _ Gooden SHEATHING SEE STRUCTURAL DRAWINGS FOR � FRAMING Residence GUEST HOUSE 1 14'-9 ,/2" at 227 Beach Avenue WOOD FRAMING AT " " 24" O.C. � � A.F.F. 2_9 6 28 Atlantic Beach,Florida , ,/2" FIXED CASEMENT 1 g" 8" 2 WINDOW - REFER TO WINDOW ELEVATIONS Architecture by. AND DETAILS t 5/8" GWB WITH WOOD 1 1LA N1 FRAMING AT 24" O.C.( I { Lo I M + \ \ 12'-5" \ I I A.F.F. TOP OF EXISTING RAFTER BEYOND Lane Architectue, P.A. OPEN � LO ARCHITECTURE I 022 Park St etr Suite 205 I � \ Jacksonville, Florida 32204 \ 904.355.9020 s* , 45• CHAMFER -- - -- - -— \ J. Lane, Reg. No.AR 12715 ,Q 45' CHAMFER LVL 5 1/4 x 14 TONGUE & GROOVE 1�9* 12 SOFFIT 10 W/ PAINTED Structural Engineering: " I WORKING POINT FINISH BOTTOM OF EXISTING CEILING FINISH 14 McVeigh & Mangum 2x10'S BEYOND \ Engineering, Inc. 9133 R. G. Skinner Parkway I TOP OF PLATE _ Jacksonville, Florida 32256 j 117'-9" (+/-) 904.483.5200 PAINTED CEDAR MATCH EXIST. EB 6330 I Engineer of Record � I 1/2" GWB Carrington McVeigh, PE# 30692 I v LAP SIDING TO DIE INTO BRACKET --- - - 4'-4 3/4" TT CONT 2" ALUM. co VENT CEMENTITIOUS LAP SIDING BY JAMESHARDI, SEE NOTES DETAIL I! A10.3 I SIDE VIEW FRONT VIEW SEE DETAIL A9.2 FOR BRACKET SEE M0.3 FOR 1 I TYP. NOTES I �{ 45• CHAMFER NEWEL POST BEYOND \i SYNTHETIC RAILING SYSTEM TO i BE SELECTED BY OWNER W/ MAX OPENING OF 4" 1 PLAN VIEW BRACKET DETAIL SEE FININISH A9 . 2 SCALE: 3/4'_ -0" SCHEDULE FOR CANTILEVER BALCONY FRAMING FLOOR MATERIAL SEE STRUCTURAL I i I TOP OF SHEATHING SL E 1 4" \\\� SHEATHING LAP SIDING TO DIE INTO -- 108'-10 1/2' BRACKET MATCH EXIST. 2 1/2" }-4- 1/2 I AROUNDAINTEDPERIMETER OF GAR GIE J I iv 1/2" ABUSE RESISTANT GWB, TYP. ` DECORATIVE BRACKET { OPEN � r�i SEE DETAIL A9.3 I 3" DIA. ` I + II \ PAINTED CEDAR, S4S - TYP. 2 1/2" TONGUE & GROOVE FINISH 1x4 W/ PAINTED I N M iiI 7'-0" H. x 18'-2" W. GARAGE 5 1/2" DOOR - COURTYARD OVERHEADCOLLECTIONDOORSEL 163T, BY SIDE VIEW FRONT VIEW BRACKET DETAIL li A9. 3 SCALE: 3/4" - 1'-0" TOP OF FLOOR SHEATHING FOYER _ J 3 16.92- . (APPROX.) i j (100.00 REF. ELEV.) DATE: 9.30.2013 EXISTING CONCRETE I i' SLAB File: Gooden GH Plan 1.DWG WALL SECTIONS & DETAILS WALL SECTION A9. 1 SCALE: 3/4' = F-0" A9r I i I h Renovations for the: i i Gooden STANDING SEAM I METAL ROOFING Residence SYSTEM GUEST HOUSE A4.4 WATERPROOFING at 227 Beach Avenue MEMBRANE EQUAL TO "ICE AND WATER 5/8" GWB ON CEILING — — — —_ SHIELD Hr BY W.R. Atlantic Beach,FlOrlda /� GRACE Architecture by: LMAI 1 EXISTING ROOF HARDI SOFFIT PANEL RAFTERS W/ BATTENS AT ARCHITECTURE 4'-0"dl O.C. Lane Architecture, PA. 1x6 HARDI FRIEZE I � 8" OVERHANG +/- BOARD 1022 Park Street, Suite 205 Jacksonville, Florida 32204 904.355.9020 J. Lane, Reg. No.AR 12715 j Structural Engineering: McVeigh & Mangum Engineering, Inc. 9133 R. G. Skinner Parkway ' Jacksonville, Florida 32256 2x4s ® 1 s" O.C. w/ 1/2* 904.483.5200 GWB EA. SIDE. INSTALL 1/2" CEMENT BACKER BOARD AT EB 6330 ALL TILE FINISHES. Engineer of Record Carrington McVeigh, PE# 30692 REFER TO FINISH SCHEDULE FOR FLOOR, BASE AND WALL FINISHES -TYP. I i I I i TYPICAL INTERIOR WALL SECTION A 10. 5 SCALE: 3/4' = 1'-0" T 'r TOP OF SHEATHING 108'-10 1124 MATCH EXIST. n OIL TOP OF EXIST. SHEATHING 108'-10 1/2" (+/-) 5/8" GWB, TYP. 4" BATT INSULA11ON (ABUSE RESISTANT AT GARAGE) DRAINAGE PLANE ALL OTHER NOTES FRABRIC EQUAL TO SIM. TO DETAIL A10.3 STAINLESS STEEL "HOME SUCKER" BY FASTENERS AT EACH STUD BEN OBDYKE OVER - SET FASTENERS NO FLUID APPLIED CLOSER THAN 2" FROM MOISTURE BARRIER GENERAL NOTES: ENDS OF BOARDS EQ. TO VUUCEM 350 � 1. INSTALL PREFORMED COPPER OR CEMENTITIOUS LAP VINYL PANS AT ALL DOOR MOISTURE BARRIER SIDING BY THRESHOLDS AND WINDOW SILLS EXISTING 2x4 WOOD JAMESHARDI, SEE 2. PRIOR TO INSTALLING WATERPROOFING STUD WITH 1/2" GWB, NOTES MEMBRANE CAULK ALL WOOD BUCKS TYP., EXCEPT AT AT OPENINGS TO SEAL ALL GAPS GARAGE 3. CEMENTMOUS SIDING AND TRIM SHALL BE DRAINAGE FABRIC WITH i INSECT SCREEN AT BOTTOM 1z EQUAL TO "ARTISAN" BY JAMESHARDI, SIDING 4000 ; EDGE 2x6 WOOD STUD SHALL BE 7.25" WIDE WITH 6" EXPOSURE, WALL AT 16 O.C. FASTENERS SHALL BE RING SHANK STAINLESS WITH 1/2" GWB STEEL NAILS. PAINT WITH "PRIMER 2K" AND 2Go I, COATS OF THOROSHEEN (FLAT FINISH), 100% j CEMENTITIOUS SIDING ACRYLIC PAINT BY THORO/BASF..00 11 SEE FININISH 4. ALL FLASHING SHALL BE TYPE 316 EXISTING FLOOR SCHEDULE FOR STAINLESS, 24 GAUGE UNLESS NOTED JOISTS FLOOR MATERIAL OTHERWISE 5 SEALANT SHALL BE EQUAL TO SILKAFLEX-15LM BY SILKA ! 4" UNFACED BATT MOISTURE BARRIER INSULATION 6. MOISTURE BARRIER SHALL BE EQUAL I TO VULKEM EXOAIR 230 f EXISTING FLOOR 7. DRAINAGE FABRIC SHALL BE EQUAL FINISHED FLOOR OF I ��--- DO NOT CAULK JOISTS TO "HOME SUCKER" BY BENJAMIN 06 FOYER OBDYKE. FLUID APPLIED MOISTURE 10 16.92' (APPROX.) CRAWL SPACE TO BE BARRIER EQ. TO PERMABARRIER VP ENCAPSULATED W/ HOME SUCKER DRAIN PLAIN METAL FLASHING 100 TOP OF FLOOR SHEATHING lFOYER _ EXISTING CMU STEM { 016 WALL 16.92' (APPROX.) (100.00 REF. ELEV.) 1.5" x 9.25" CEMEN11110US I I TRIM BOARD EXISTING CMU STEM WALL REPAIR SURFACE NTH A10.2 GELPATCH AND PAINT WITH THORCOAT BY THORO/BASF i DATE: 9.30.2013 i File: Gooden GH Plan 1.DWG WALL SECTIONS TYPICAL WALL SECTION TYPICAL WALL SECTION & DETAILS WALL SECTION AT EXTERIOR WALLS AT NEW EXTERIOR WALLS AT EXISTING EXTERIOR WALLS A 10. 2 SCALE: T = 1'-0" A 10. 3 SCALE: 3/4"= 1'-0" A 1 OASCALE: 3/4" = 1'-0" A10 „ i ' i I Renovations for the: { yGooden Residence GUEST HOUSE at 227 Beach Avenue Atlantic Beach,Florida Architecture by. I. ARCHITECTURE Lane Architecture, P.A. 1022 Park Street, Suite 205 Jacksonville, Florida 32204 904.355.9020 J. Lane, Reg. No.AR 12715 Structural Engineering: McVeigh & Mangum j Engineering, Inc. E 9133 R. G. Skinner Parkway Jacksonville, Florida 32256 904.483.5200 j EB 6330 Engineer of Record Carrington McVeigh, PE# 30692 i i 1 i I I I I DOOR SCHEDULE DOOR ABBREVIATIONS DOOR DOOR DOOR FRAME DOOR NO. SIZE MATERIAL MATERIAL ELEVATION NOTES SCW SOLID CORE WOOD 101A 18'-2' x 7'-0" STEEL D SEE NOTE 3 WD WOOD I 102A 2'-6' x 6'-B" SCW WD A 103A 2'-8' x 6'-8" SCW A 104A 2'-8"x 6'-8" SCW A 105A SEE NOTESCUSTOM DOOR - PROVIDE $10,000 ALLOWANCE DOOR NOTES 105B 3'-0"x 6'-8" 107A PR 3'-0"x 6'-8" SCW WD A 1. ALL INTERIOR DOORS SHALL BE 1 3/8" THICK h 108A 3'-0"x 3'-8" SCW WD C SOLID CORE WOOD 2. PROVIDE $200.00 PER DOOR ALLOWANCE FOR 201A 2'-8"x 6'-8" SCW A HARDWARE 2018 PR 2'-0"x 6'-8" ALUM CLAD WD B 3. GARAGE DOOR SHALL BE EQUAL TO "COURTYARD 201C PR 2'-0"x 6'-8" ALUM CLAD WD B COLLECTION" BY OVERHEAD DOOR AND RATED FOR WINDLOADS AND PRESSURES NOTED ON SCW A STRUCTURAL DRAWINGS. 203A 2'-8"x 6'-8" 204A PR 2'-4"x 6'-8" 205A 2'-4'x 6'-8" 207A 2'-6'x 7'-0" ALUM CLAD WD B 207B 2'-6"x 7'-0" ALUM CLAD WD B 207C 2'-6"x 7'-0" ALUM CLAD WD B 208A 2'-6"x 6'-8" SCW A 301A 2'-8"x 6'-8" SCW A 302A 2'-0"x 5'-4" A 303A 2'-8"x 6'-8" A 303A 2'-8"x 4'-10" A Z4 jEE 11[]ED ®� -- SOLID wooD ❑�l u PANELSSOLID �� --- OO WOOD I .000' PANEL DATE: 9.30.2013 File: GOODENGHDOOR&WINDOVi A c D DOOR SCHEDULE ' SILL AND DETAILS A 12 . 2 SCALE: 3' = F-0" Al 1 j L i Renovations for the: - D 2'-8" Gooden 3—0 .J I I " 2'_4" -- �� � —9 -ED 1 Residence -- 0-j E] __ � GUEST HOUSE ■ C ❑ �u U� o -�❑ ��� ° D LE - N �a N �t227 Beach Avenue CASEMENT EGRESS - - — __ WINDOW __� _ ;� o Atlantic Beach,Florlda LlL A 12.4 �--- _ - - Architecture by: °° ' � FIXED CA INTERIOR TRIM EXTERIOR TRIM, � AT DORM SHUTTERS AT I IRMA 00 D` NORTH AND SOUTH N 1 WALLS ONLY FIN. FLOOR N I A O © O O O O O ARCHITECTURE � O Lane Architecture, P.A. NOTES: 1022 Park Street, Suite 205 DRAINAGE PLANE MESH OVER Jacksonville, Florida 32204 1. ALL WINDOWS SHALL BE EQUAL TO MARVIN nULTIMATE DOUBLE HUNG" MOISTURE BARRIER MEMBRANEAND WOOD SHEATHING 904.355.9020 I ALUMINUM CLAD PINE SASH AND FRAMES UNLESS NOTED OTHERWISE. J. Lane, Reg. No.AR 12715 2. EGRESS WINDOW SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5. SF. THE MINIMUM CLEAR OPENING HEIGHT SHALL BE 24 AND THE CEMENTITIOUS SIDING, Structural Engineering: MINIMUM CLEAR OPENING WIDTH SHALL BE 20n. THE SILL SHALL BE SEE WALL SECTIONS NO MORE THAN 44" A.F.F. McVeigh & Mangum LAP SECOND LAYER OF MOISTURE BARRIER OVER Engineering, Inc. ` FLASHING 9133 R. G. Skinner Parkway A 12 . 5 HEAD/SI LL DORMER DETAIL DO OPEN FOR DRAINAGE Jacksonville, Florida 32256 / 904.483.5200 BATT INSUL. REFER TO WALL SECTIONS METAL FLASHING EB 6330 Engineer of Record HARDI1/2 cWB Carrington McVeigh, PE# 92 i DOOR/WINDOW CASING — ir I SEE TRIM DETAILS INTEGRAL FLASHING LEG — INSTALL MOISTURE 1/4" SHIM SPACE — FILL ALL WITH INSULATION BARFO R S DES RIER OVER G TYP. CONT. BACKER ROD & SEALANT, TYP. � ALUM. CLAD SASH AND FRAME BY MARVIN OR EQ. 1 HEAD REFER TO ROOF PLAN DRAWING A 12 . 1 SCALE: 3' = 1'-0' FOR ADDITIONAL NOTES REFER TO TYP. WALL ROOF SHEATHING. SECTION FOR INSUL. GENERAL WINDOW AND DOOR NOTES: 1. PRIOR TO APPLYING WATERPROOFING, CAULK ALL OPENINGS AT DOOR AND WINDOW BUCKS TO SEAL ALL GAPS. BLOCKING AS REQ'D. HEADER — REFER TO 2. INSTALL PREFORMED COPPER OR VINYL STRUCT'L DWGS PANS AT ALL DOOR THRESHOLDS AND WINDOW SILLS — ALL PANS SHALL HARDIE TRIM HAVE INTEGRAL END DAMS. M I I AZEK AZM-80 COVE TRIM DRAINAGE MESH OVER MOISTURE BARRIER AND WINDOW FRAME WITH INTEGRAL WOOD SHEATHING NAILING FIN — SHIM BOTTOM OFF SILL PAN FOR DRAINAGE HARDIE TRIM * / ALUMINUM OR VINYL SILL PAN INTEGRAL FLASHING LEG — WITH END DAMS — FASTEN INSTALL THROUGH END DAMS, NOT PERMABARRIER MEMBRANE OVER LEG ALL THROUGH BOTTOM OF PAN FOUR SIDES — TYP. LEAVE OPEN FOR DRAINAGE REFER TO MOULDING BACKER ROD AND SEALANT f DETAILS FOR WINDOW !� ALUM. CLAD TRIM WINDOW SYSTEM 1 1/2" x 3 1/2" HARDI ; �± TRIM — CANT TOP 1/2" TURN MOISTURE BARRIER INTO c: OPENING PRIOR TO INSTALLING III WINDOWS AND DOORS SEALANT j NOTE: DRAINAGE PLANE MESH REFER TO HEAD AND SILL DETAIL FOR TYPICAL NOTES MOISTURE BARRIER I HARDIE TRIM LL DRAINAGE MESH OVER MOISTURE A 12 . Z S I SCALE: 3" = 1'-0' BARRIER AND WOOD SHEATHING REFER TO MOULDING DETAILS DRAINAGE PLANE MESH FOR WINDOW CASINGS ' UNPAGED BATT INSULATION 7? 1 1/2 x 3 1/2 l / HARDI TRIM WALL FRAMING — REFER TO --_ PLANS AND SECTIONS INSTALL FOAM AT ALL DATE: 9.30.2013 IBACKER ROD AND SEALANT VOIDS/SHIM SPACES WINDOW FRAME AND SASH - File: GOODENGHDOOR&WINDOVI SEE WINDOW ELEVATIONS WINDOW DETAILS / HEAD/SILL DORMER DETAIL A 12 . 4 JAMB A 1Z. 6 SCALE: 3'= 1'-0' SCALE: 3' = -0' I I Renovations for the: i Gooden LAUNDY CHUTERABOVE j A 13. 10 Residence STAIR GUEST HOUSE El 106 at 227 Beach Avenue El Atlantic Beach,Florida L(— A FURR OUT Architecture by: - -- -- -- w _ WALL BEHIND D %4O UPPER WALL CCABINETSLA - COUNTERTOP Lj LL== _�'L� ABOVE WASHER = -II AND DRYER — W ARCHITECTURE -- — - LAUNDRY Lane Architecture, P.A. F ��� PANELING AT LOAD 107FOYER 1022 Park Street, Suite 205 � Iui BEARING WALL AT LANDING, OMIT w 105 w Jacksonville, CHAIR RAIL tv � killFlorida 32204 I 904.355.9020 -- - J. Lane, Reg. No.AR 12715 A - - Structural Engineering: REFER TO TYPICAL ---- McVeigh & Mangum PANELING DETAIL -- - A15.9 °D �- Engineering, Inc. 9133 R. G. Skinner Parkway Jacksonville, Florida 32256 I • 904.483.5200 EB 6330 Engineer of Record McVeigh,Carrington h, PE# 30692 E10 - 9 9 BALUSTRADE TO BE THIS ROOM TO SELECTED BY HAVE PANELING ON OWNER, MAX ALL 4 WALLS — 1 OPENING OF 4" DETAILSEE ON TRIM SHEET A13.7 - LAUNDRY - OFFICE W w �I � El 104 bo I Ll Lzoll 0% iF , A13.5 L I O I STAIRS FOYER A13 - 10 SCALE: 3/8• = 1'-0" STAIR 106 A13 . 11 SCALE: 3/8" = 1'-0" ROOM 105 ENLARGED PARTIAL 1 ST FLOOR PLAN { A 1 3 . 1 SCALE: 3/8" = 1'-Q" I If 17777 I i 1 - ( �❑F]P1 \ REFER TO TYPICAL PANELING DETAIL I� A15.9 DOOR BY - ALLOWANCE _ REFER TO I PANELING DETAIL ICAL ! Al 5.9 \V EQ. E E I r FOYER FOYERA 13ASCALE:FOYER A 13 . 2 SCALE: 3/8" = 1'-0" ROOM 105 A 13 . 3 SCALE: 3/8' = 1' 0" ROOM 105 3/8"= 1'-0" ROOM 105 WALL BEHIND CABINETRY SHALL BE FURRED OUT 4" GLASS DOORS I I LAUNDRY CHUTE, REFER TO DETAIL A15.19 --- - - o FEE] �7� OPEN SHELVES El 110 / / LIED COUNTERTOP REFER TO TYPICAL i PANELING DETAIL REFER TO TYPICAL iv ioLAUNDRY PANELING DETAIL BY OWNER BASKET A15.9 A15.9 -_--_ OPEN SHELVES f FULL HEIGHT _— TILE BACKSPLASH l l , L cc yy D H IF- FF 1 I r r ❑0 000 � � -- ❑0 _� 11,L--J --— - _ - DATE: 9.30.2013 I I RECESSED 5'-4" PANELING IN CASED File: Gooden GH INTERIORS.DWG i OPENING 1'-4" INTERIOR OFICE OFICE OFICE OFICE LAUNDRY ELEVATIONS A 131 . 5 SCALE: 3/8"= 1'-0" ROOM 104 A 13 . 6 SCALE: 3/8"= F-0" ROOM 104 A 13 . 7 SCALE: 3/8" = 1'-0" ROOM 104 A 13 . 8 SCALE: 3/8" = 1 -0ROOM 104 A 13 . 9 SCALE. 3/8"= F-0" ROOM 107 A13I it i I I Renovations for the: HOOD � EXHAUST - Gooden I D/W Residence HVAC CHASE GUEST HOUSE � j w at 227 Beach Avenue i' RANGE AND Atlantic Beach,Florida HOOD �I` Architecture by: KITCHENLA .6 206 -1 II ° �❑ ��o I BUILT IN IMICROWAVE .p ARCHITECTURE I RECESSED LIVING V I Lane Architecture, P.A. i I PANELING IN CASED I� BACKSPLASH SHALL CONTINUE ROOM 1022 Park Street, Suite 205 OPENING UP TO BOTTOM OF 0 I I L' HOOD 207 S NK ISLAND Jacksonville, Florida 32204 �I 904.355.9020 I S-2' ❑ 1'-0" D1 HOOD I I x 42" " J. Lane, Reg. No.AR 12715 UPPER - WE, �` � COUNTERTOP StructuralEngineering: [� ❑❑ �❑ C, - - — – FnN� A 14.9 _ McVeigh & Mangum LL—j I - ❑ PILASTERS I Engineering, Inc. r _ �� �� /FULL BACKSPLASH � - I� � 9133 R. G. Skinner Parkway LL W ❑ UP TO BOTTOM OF �� _ �� I �� �� DROPPED Jacksonville, UPPER CABINETS A 14.8 HEADER Florida 32256 � 904.483.5200 1V ol CASED �� EB 6330 ❑ \ OPENINGS ,L (BY OWNER) � � � � �� ���� Engineer of Record 200 w Carrington McVeigh, PE# 30692 ` M i O O W � O O O M O - _ A14.12 � �❑ DW - P 14.11 Cq ❑� _ - A %%WOOO HALL II 209 (i 2'_6• 4'-8 7/8" 2'-6` 1D 1/ " 2'-6" 2'-5" 2'-0" TURN 45' w "/ 1'-3 1 2" 1'-3 1 2" ! 1'-31/2 1 -31/2 / / OPEN SHELVES KITCHEN AND LIVING ROOM HALL LAUNDRY I CHUTE, SEE � A 14. 1 SCALE: 3/8" - 1'-0" ROOMS 206&207 A 14. 2 SCALE. 3/8" = 1'-0" ROOM 209 ❑ ❑ DETAIL ❑ ; �, A15.20 1V HALF BATH -r zos - - -- — STAIR 210 fI l- r I� C > } M d- Ln ❑ ❑ Ln — - - ---- - - — ENLARGED PARTIAL 2ND FLOOR PLAN A 14. 13 SCALE. 3/8" = 1 -0 D I �I CASED OPENINGS b Z N N I �' I 1 � LAUNDRY CHUTE j FE- ISLAND ACCESS DOORS. REFER TO TYPICAL I El PE REFER TO TYPI L SEE DETAIL A--- OPENING IN CHUTE PANELING DETAIL r PANELING DETAI SEE DETAIL A15.20 A15 9 A 15.20 ❑ �� ❑ ❑ MATCH HEIGHT ❑ "/' 3-6 1 2 1x PAINTED WOOD OF BACKSPLASH ❑❑ ❑ _.� TRIM ALL AROUND AT ADJACENT I IDOORS KITCHEN WALL ZL� �zl �.__. _ __ _III __ -- -� - n ❑❑❑ IUJ ---- - - - - ❑❑ ❑ p=A LIVING ROOM LIVING ROOM LIVING ROOM 14 5 SCALE: 3/8" = 1'-0" ROOM 207 SCALE: 3 8" = 1'-0" ROOM 207 14 4ASCALE: 3/8" = F-0" ROOM 207 14. i I DECORATIVE GRILL —'I VENT I-P '� Ln AT AIR I DECORATIVE TILE USI 2 1/2" 2 1/2" BACKSPLASH FULL HEIGHT END I » EXTENDS FROM I PANEL EA. SIDE OF 45' TURN 3-7 5' TURN REFRIG PAINTED GWB FRAMED GLASS COUNTER UP TO PANEL BOTTOM OF SOFFIT 1 _T GLASS SHELF �a asp; \ co RECESSED -- PANELING IN CASED OPENING ` ao = SEE FLOOR PLAN AT ISLAND FOR POSTS`c do PILASTERS ao N OUTLETS •/�•! / ❑_� 'OST PILA9TBR POST TURNED BUILT IN 1'_1" ISLAND SINK 90' MICROWAVE 1 FULL oma_ RECESSED HEIGHT UPTOBOTTOM 5'-3• HANG PANELING OPEN SHELVES o BACKSPLASH UPPER CABINETS CLEAROD i� DATE: 9.30.2013 j ❑ l � r w � 0CLEAR File: Gooden GH INTERIORS.DWG - I - - I o I I � I � ❑ ❑ II II Llj - [� 0 El INTERIOR 0 L -- _- ELEVATIONS 5'-0" 1'-2" 2'-6" /2 w 0a 45 TURN 45' TUR 4 ' TURN 1r-9 1 4r- 1,-4w w 1'-4 w w "� " Ni '/2 KITCHEN HALL KITCHEN 3 KITCHEN 3 KITCHEN A 14. 10 A 14. 12 SCALE: 3/8" = 1'-0" ROOM 209 • _ • 6 A 14. SCALE: 3/8 = 1'-0" ROOM 206 A 14. 0 SCALE: 3/8" = 1' 0" ROOM 206 KITCHEN SCALE: 3/8" = 1'-0° ROOM 2A14. 11 HALL A 1 4. 6 SCALE: 3/8" = 1 -0 ROOM 20 SCALE: 3/8" = 1'-0" ROOM 209 A 14. % SCALE: 3/8"= 1'-0" ROOM 206 I � I I � FRAMELESS GLASS TILE WALL Renovations for the: ENCLOSURE BY AMERICAN MASTER CENTER CABINET PULLED BEHIND SHOWER DOOR, BATHROOMw TOILET, TYP. L SHOWERGUARD GLASS FORWARD 2 Gooden - - - - - � -- - - 203 ELEVATIONBACKSPLASH, SEE 3'-7" 5" 1'-3" 1'-3" PEDESTAL SINK Residence I � _ GUEST HOUSE ____ FRAMELESS GLASS 3' H. TILE I _ - _ _ _ ENCLOSURE BY AMERICAN WALL BEHIND I R MOV I w N SSHOWER HOWERGUARD GLASS at 227 Beach Avenue 1 1 5. o TOILET, TYP. E E I ; Q N = y y , ; a y Atlantic Beach,Florida HALF o T3, 0 o BIo3 y SHOWER a z 2-2" w V 5. �, M Architecture by: 2oz o HALF , 00 En N BATH SBI E � S ; SHO Al 5. _ _o los 304 -- � LIGHT o W i� LMA Ln SHAFT z' l� °° G _ 2'-10" 1 TM _-- ^ ABOVE a I ;,� w ATHROOM I' � 1 O I w 2' ARCHITECTURE l: 1'-0 1/2" 1/2 Lane Architecture, P.A. O 1 7 IN WA.LHE TILE BEHIND 1022 Park Street, Suite 205 _ _ _ _ _ TOILET, -j I Jacksonville, Florida 322047 1 L TILE WALL BEHIND TOILET, 904.355.9020 ' J. Lane, Reg. No.AR 12715 Q HALF BATH - ENLARGED PLAN MASTER BATH & HALF BATH - ENLARGED PLAN GUEST BATH - ENLARGED PLAN Structural Engineering: � 1 5 . 1 SCALE: 3/8"= F-0" ROOM 103 A 15. 2 SCALE: 3/8'= 1'-0" ROOMS 203 & 208 A 15 . 3 SCALE: 3/8' = F-0" ROOM 303 McVeigh & Mangum Engineering, Inc. 9133 R. G. Skinner Parkway 1 - — - --- --- MIRRORS Jacksonville, Florida 32256 { � BY OWNER _-- 904.483.5200 DECORATIVE TIL --- --- EB 6330 ' BACKSPLASH Engineer of Record Carrington McVeigh, PE# 30692 DECORATIVE TILE TILE WALL BEHIND BACKSPLASH TOILET, TYP. 3' H. TILE FINISH BEHIND TOILET, TYP. � PEDESTAL SINK - O a O O I 0 2'-10" i A 15 . 4 41- HALFBATH A 1 HALF BATH HALF BATH HALF BATH SCALE: 3/8" = F-0" 15. 5 SCALE: 3/8" 1' 0" A 15 . 6 SCALE. 3/8" 1'-0" ROOM 208 A 15 . 7 SCALE: 3/8"= F-0' ROOM 208 LIGHTSHDORMER AFT OF LIGHTSHAFT OF DORMER I z Uj J� N TILE SHOWER CEILING TOP RAIL AT SHOWER GLASS FRAMELESS GLASS ENCLOSURE BY AMERICAN TILE SHOWER CEILING MIRRORS � FRAMELESS TILE SHOWER CEILING ' SHOWER DOOR, BY OWNER SHOWER GLASS pp SHOWERGUARD GLASS O ENCLOSURE W i 2'-0" H. x 2'-0" W. --- CUSTOM DOUBLE TILE -- j BACKSPLASH _ NICHE IN WALL DECORATIVE \ LOW WALL W/ TILE FINISH � AND STONE CAP BACKSPLASH \ __ TILE WALL BEHIND 1, TOILET, TYP. - l j C ! _ too �i' Ix Ld 4 o � V tis O � SOLID SURFACE BENCH f � I' i 1+) In Z w - - -_-- - - - m SLOPE FLOOR TO DRAIN - SHOWER SLOPE BENCH SEE FLOOR PLAN 2-4 3 - - OPEN SHELVES - 2-8* 2'-0�1/2' 4" H. TILE CURB W. ENTER CABINET STONE CAP D�" 4" H. TILE CURB W. STONE PULLED FORWARD 2w CAP A 1 5 $ MASTER BATH A 15 9 MASTER BATH MASTER BATH SHOWER SHOWER MASTER BATH • SCALE: 3/8" = 1'-0" SCALE: 3/8' 1'-0" A15. 10 SCALE: 3/8" F-0" A15. 11 SCALE: 3/8" = F-0" A 15. 12 SCALE: 3/8" = F-0" A 15. 13 SCALE: 3/8"= 1 -0' j 3/4" PLYWOOD FRAME i y AROUND OPENING FRAMELESS 2x4 FRAMING W 1 2" GWB TILE SHOWER CEILING SHOWER GLASS / MIRROR BY OWNER 1x3 WOOD TRIM ENCLOSURE LAUNDRY CHUTE SHALL BE ! i F TEll - - - 3/4" PLYWOOD AND LINED / \ Q x e WITH 18 GA. SHEET METAL - I _._ \ WELD ALL CORNERS AND (3) 1'-0- x 1'-0" 's ig 3^ PAINTED JOINTS. CUSTOM TILE CABINET W/ _ SHEET �❑ NICHES ADJUSTABLE � i = METAL SHELVES z V)'- � OQQz I 1 _ W Z w U z m Z LAUNDRY . D Y CHUTE F I ACC ESS DOORS a a r- 0 i ❑ El �� _ TO MACH 'PA,NELINGH _ ____ _ _ -.--COORDINATE WITH CHAIR RAIL BELOW DDD - FLOOR FRAMING AND DATE: 9.30.2013 LLT CLEARANCE WITH FIRST x E 3/8" x 1" WOOD TRIM 11 1/2" FLOOR WALL w w w 4" H. TILE CURB W. 4" H. TILE CURB W. ON SIDES & TOP OF E E - - - NO Q. Q 1 2 2 2 1 2 TE. OPENING, SANDED & File: Gooden GH INTERIORS.DWG STONE CAP STONE CAP PAINTED TO COVER I LAUNDRY CHUTE SHALL GUEST BATH GUEST BATH GUEST BATH ALL ROUGH EDGES OF I I ANGLE BETWEEN FLOOR ENLARGED BATH PLYWD AND SHEET - JOISTS DOWN TO LAUNDRY Q GUEST BEDROOM METAL I I ROOM COUNTERTOP BELOW PLANS & � 1 5. 14SCALE: 3/8" = 1'-0" ROOM 303 A 15. 15 SCALE: 3/8" = 1'-0" ROOM 303 A 15. 1 7 SCALE: 3/8" = 1'-0" ROOM 303 A15 . 19 SCALE: ST= 1'-0" ROOM 301 I �---=APPROX. LOCATION OF FIRST Q GUEST BATH GUEST BATH I I FLOOR WALL BELOW INTERIOR ELEVATIONS � 15 . 16 SCALE: 3/8" = 1'-0" ROOM 303 A 15. 18 SCALE: 3/8" = 1'-0" ROOM 303 I I LAUNDRY CHUTE A 15 . 20 SCALE: 1 112' = 1'-0' A15 i q Renovations for the: BLOCKING AS ELIMINATE COVE Gooden REQ'D AT 3RD FLOOR DOORS Residence GUEST HOUSE at 227 Beach Avenue G s Atlantic Beach,Florida CROWN 'A' 1/4" 'A', SEE COVE TRIM 'A' CROWN Architecture by: " REFLECTED 4 3/4" WOOD TRIM CEILING PLANS I 4" FOR AREAS TO I HAVE CROWN I 1/2' NOTES SIM. TO MOULING LM DETAIL A16.3 /// 11Z 00i 1x WOOD TRIM TYPICAL WINDOW HEAD TRIM TYPICAL CROWN I A 16. 6 SCALE: 3"= I'-0" A 16. 1 O SCALE: 3"= YI ARCHITECTURE �/ p Lane Architecture, P.A. , TYPICAL PICAL DOOM HEAD NOTE: THIRD FLOOR WINDOWS AND THE 2 WINDOWS WITHIN 1022 Park Street, Suite 205 r A 16. 4 BUILT-IN CABINETS AT LIVING ROOM SHALL HAVE FLAT 1x4 SCALE: 3" = 1'-0" WOOD TRIM CASING ONLY Jacksonville, Florida 32204 904.355.9020 WINDOW APRON NOTE: GARAGE DOOR & THIRD FLOOR DOORS SHALL HAVE J. Lane, Re No.AR 12715 AND PANEL FLAT 1x4 WOOD TRIM CASING ONLY g' MOULDING A 5 1/2. - Structural Engineering: McVeigh & Mangum Engineering, Inc. - ��- W/OUT PANELING 9133 R. G. Skinner Parkway HEAD ETAIL Jacksonville, Florida 32256 AT CASED OPENING 4" EB 6333.5200 ' A 16. 1 EB 6330 SCALE: 3' = 1'-0" INNER PANEL: Engineer of Record 1/4" POPLAR Carrington McVeigh, PE# 30692 WOOD VENEER - --- PAINTED AT PANELING .: WAINSCOT CAP BELOW -- _ MOULDING A - �� TYPICAL --�� - 3/4" TRIM WINDOW CASING M TYPICAL A 16. 7 SCALE: 3" = I'-0" 1/2" GWB DOOR CASING., NOTE: SECOND FLOOR WINDOWS AT THE 2 WAINSCOT CAP A 1 6 . 5 SCALE: 3" = 1'-O" WINDOWS WITHIN BUILT-IN CABINETS AT LIVING BELOW GWB ROOM SHALL HAVE FLAT 1x4 WOOD TRIM 3/4" TRIM _ _ _ _ _- NOTE: GARAGE DOOR & CASING ONLY WINDOW STOOL 'A' —�� THIRD FLOOR DOORS SHALL i I � HAVE FLAT 1x4 WOOD TRIM I CASING ONLY ___- 1 3/4" PANEL MOULDING A I JAMB DETAIL f A 16. 2 AT CAS E D OPENINGS---- SCALE: 3" = 1'1 3/4" 4 Z oo u — I N� M a� ~a .•'. �-- APRON 'A' 1 �aI N1 J- o =��; F-= J W Q `: ) O O I � O O UjN M 3 o zi M PANEL MOULDING A, l �cn — O 'I oa baa 1/2- GWB MOULDING A INNER PANEL: INNER PANEL 1 177 " 1/4" BIRCHA16. 11TYPICAL WINDOW SILL , I 1/4 BIRCHSCALE: 3" 1'-0" :., :�. .,..,.}..:": . •. _'.. ':....�.... :;•. ,. - VENEER PAINTED VENEER PAINTED _ 1/4- BIRCHWINDOW SILL & APRON � 3" VENEER PLYWOOD MOULDING A PANEL MOULDING A TYP. WITH PAINTED " AT PANELED WALLS FINISH ��- - - 1 3/4 x 4 A 16. 8 SCALE: 3" = 1'-0" ��- - WOOD TRIM MOULDING A IIS GENERAL MOULDING NOTES. y 1. ALL WOOD SHALL BE POPLAR WITH PAINTED FINISH. - I � 2. PROFILES ARE SHOWN FOR BUDGET PURPOSES CONFIRM WITH OWNER PRIOR TO FABRICATION. ! BASE MOULDING 'A' BLOCKING AS REQ'D WOOD BASE SHOE JAM I AT CASED OPENINGS � A 16. 3 SCALE: T= 1'-0" RECESSED PANEL WAINSCOTING A16 . 9 SCALE: 3" = III GENERAL MOULDING NOTES: I 1. ALL INTERIOR WOOD MOULDINGS SHALL BE PAINTED POPLAR 2. ALL EXTERIOR WOOD MOULDINGS SHALL BE PAINTED CEDAR GRADE D, CLEAR, S4S I / 1 ��� ���� 2 7/8" �i 3. DATE: 9.30.2013 KEEEEEIi V File: Gooden GH Interiors INTERIOR CEILING MOULDING A WINDOW APRON & BASE A CROWN A HANDRAIL WINDOW STOOL A COVE A COVE B SHOE MOULDING, TYP. TRIM DETAILS APPLIED AT KITCHEN CEILING, PANEL MOULDING A FM8234A FM8829, REFER TO FM10407 AT WINDOWS WITH FM8808 FM8803 THROUGHOUT SEE REFLECTED CEIL'G PLAN SIM TO FM8414 TYP. THROUGHOUT REFLECTED CEILING PLANS PANELING BELOW. FOR AREAS TO HAVE CROWN FOR WINDOWS WITHOUT MOULDINGS MOULDING PANELING, SEE A16.11 A 16. 12 SCALE: 3" = F-0" I I I I I I' Renovations for the: Gooden Residence GUEST HOUSE at 227 Beach Avenue ` I Atlantic Beach,Florida r— ———— Architecture by: SUPPLY Am SHAFT FOR VENT TO BATHBELOW XROOM LMA I XNE ARCHITECTURE Lane Architecture, P.A. 1022 Park Street,Suite 205 Jacksonville, Florida 32204 LOUVEREDI DOOR FOR I 904.355.9020 (RETURN AIR PLE+UM J. Lane, Reg. No.AR 12715 ——— _ —_——— Structural Engineering: McVeigh & Mangum Engineering, Inc. 9133 R. G. Skinner Parkway AHU 3K Jacksonville, Florida 32256 \�cR�LL�/A 904.483.5200 WALLWN I �� EB 6330 �\ • � �A\�\ �„� ___ Engineer of Record Carrington McVeigh, PE# 30692 RSA PLENUM THIRD FLOOR DUCTWORK PLAN SCALE: 3/16" = F-0' PPLY FROM ABOVE TO i SURFACE GRILL I I El i 1 1 . II { REFER TO THIRD REFER TO THIRD FLOOR PLAN FLOOR PLAN E1 � Y� MD i i SECOND FLOOR DUCTWORK PLAN SCALE: 3/16' = 1'-0' a Z�.7�7777777 7777777777 I { LAUNDRY CHUTE ABOVE I RETURN AIR ABOVE DOOR i DUCTWORK — COODINATE WITH HVAC HATCHING SUBCONTRACTOR INDICATES DROPPED CEILING — SEE BUILDING SECTKMIS I SUPPLY 'ACCESS TO — _J 2ND FLOOR a f� MEv� �. AHuDATE: 9.30.2013 ON l: IMMEMENEEME 1 6.9 111 GENERAL DUCTWORK NOTES: File: G000ENGHoucrWORK SUPPLY DUCT UP TO THIRD FLOOR 1. THIS PLAN IS BASED ON PRELIMINARY DESIGN INPUT BY DUCTWORKFIRST FLOOR DUCTWORK PLAN COORDINATE Fl1DTHIGPE _ CONDITIONS WITH HVAC SUBCONTRACTOR. IN HEATING AND COOLING. 1 1 -0 SCALE: 3 6 / PLANS � Am 17 3 �. I � I - I, 4; i Renovations for the: Gooden Residence GUEST HOUSE at 227 Beach Avenue Atlantic Beach,Florida ' Architecture by: i x LA STORAGE I =g7>< x N >< ARCHITECTURE PPOWER / COMMUNICATION LEGEND ❑ 106 0 / STAIR Lane Architecture, P.A. -� 1022 Park Street, Suite 205 Jacksonville, Florida 32204 (DO,DUPLEX OUTLET LAUNDRY j 904.355.9020 INSTALL ONE OUTLET AT 18" A.F.F. FOR J. Lane, Reg. No.AR 12715 SWITCHED DUPLEX OUTLET (TOP HALF ONLY) I WASHER AND ONE 6" ABOVE COUNTER FOYER j Structural Engineering: I DUPLEX OUTLET FOR WET AREAS GFI I 105 ® McVeigh & Mangum 0 ( Engineering, Inc. I" ® DUPLEX OUTLET RECESSED IN THE FLOOR 9133 R. G. Skinner Parkway GARAGE Jacksonville, Florida 32256 101 904.483.5200 " SPECIALTY OUTLET TO BE INSTALLED ON j B I OEB 330 DEDICATED CIRCUIT (G. C. TO VERIFY ELECTRICL j REQUIREMENTS AS NECESSARY) Engineer of Record . COMMUNICATIONS JUNCTION BOX (COMPUTER OR �� Carrington McVeigh, PE# 30692 i. TELEPHONE) O OTV TELEVISION JACK (COORDINATE MOUTING HEIGHT WITH THE OWNER) O ! ELECTRICAL NOTES: OFFICE I 104 , 1. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CIRCUITRY DESIGN, SWITCHING, PANEL DESIGN, ETC. AS NECESSARY AND IT SHALL BE CLOSET HALF 6 IN CONFORMANCE WITH ALL APPLICABLE CODES AND ORDINANCES. ALL 102 BATH DESIGN DOCUMENTATION NECESSARY FOR A BUILDING PERMIT SHALL BE PREPARED BY THE GENERAL CONTRACTOR OR HIS SUB--CONTRACTORS. T 103 ADDITIONAL RECEPTACLES SHALL BE INSTALLED AS NECESSARY TO MEET -- -- - - -- CODE. F-- - 2. THE EXISTING ELECTRICAL OUTLETS ARE NOT SHOWN AND ARE TO BE I I MAINTAINED WHERE PRACTICAL. L__1 HXI ki 3. ELECTRICAL OUTLETS SHOWN ADJACENT TO SINKS ARE TO BE GFI CIRCUITS .Q AND DEVICES AND ARE TO BE MOUNTED 8" ABOVE THE LEVEL OF THE1777777777 7=x COUNTERTOP. COORDINATE COUNTERTOP HEIGHT WITH THE OWNER. I I I GUEST HOUSE FIRST FLOOR POWER AND COMMUNICATION PLAN SCALE: 1/4' = 1'-0" I I i COORDINATE ELECTRICAL REQUIREMENTS IN CABINETS WITH OWNER - I I I I I I lllt5 CL SET 02 I SHWR HALF— I i o ------- 202 r———— MBAHR B208H ❑ F_ X -I -- I I 203 r---� x x L j 0 I II I 1 of _ I HALL F� L MASTER BEDROOM (� BEGUEST I i I 201 ------ - I 30-/V, I FLOOR OUTLET - r-——— ^I r———-� WITH OWNER COORDINATE LOCATION _ r U CABLE AND PHONE --- I INSTALL OUTLET, TV �——— 1 I CONNECTIONS ON WDLL I - i I do COORDINATE HEIG�IT i I WITH OWNER I 1, I ❑ ❑ I LI I G n L ► I I I 207E — 7 — - I I % I --- — — -- 00 KITCHEN I I I I O F_ T-I ' SHWR (— -- — O 304 1 L _LL--- STORAGE I INSTALL DUPLEX OUTLET, -- 305 I TV CABLE AND PHONE \ I GU S I _ -_-_ - t, �' CONNECTION IN FLOOR, CLOSET BATH OOM COORDINATE EXACT 204 \ I I I ( ----------- ------ � � DATE: 9.30.2013 PO >< 3 I LOCATION WITH OWNER i i PROVIDE POWER As CLO4ET INSTALL OUTLET, TV CABLE, PHONE File: GOODENGHPOWER NECESSARY FOR HVAC ON WALL do COORDINATE HEIGHT D WITH OWNER NECTIONS I UNIT POWER AND DATA GUEST HOUSE THIRD FLOOR POWER AND COMMUNICATION PLAN GUEST HOUSE SECOND FLOOR POWER AND COMMUNICATION PLAN PLANS SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'4" A18 i I I I ' i I Renovations for the: DESIGN CRITERIA ( � STRUCTURAL ABBREVIATIONS W= SUPPLEMENTARY NOTES E DESIGN PER 2010 FLORIDA BUILDING CODE, UNLESS OTHERWISE NOTED. CUPS, CONNECTIONS, HANGERS, HOLD-DOWNS, ETC. SHOWN ON THESE DRAWINGS ARE SIMPSON PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER MEANS TO AVOID EXCESSIVE STRESSES Gooden LIVE LOADS: STRONG-TIE CONNECTORS, LION. FASTENERS OF OTHER MANUFACTURERS MAY BE SUBSTITUTED AND To HOU) STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. THE STRUCTURE SHOULD NOT IF NUMBER OR POUND FB FLAT BAR R OR RAD RADIUS ROOFS AND CANOPIES: (REDUCIBLE) . . . . . . . . . . . . . . . . . . . . . 20 PSF PROVIDED THE LOAD VALUES OF THE SUBSTITUTED FASTENER FOR GROUP II WOOD SPECIES EQUALS BE CONSIDERED STABLE UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN CONSTRUCTED IN ACCORDANCE Residence STAIRS. . . . . . . . . . . . . . . . . . . . . 40 PSF OR EXCEEDS THE SPECIFIED FASTENER. WITH THE CONTRACT DOCUMENTS. m 0 ROUND OR DIAMETER FD FLOOR DRAIN RD ROUND FLOORS (REDUCIBLE) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40 PSF = BALCONIES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40 PSF NAILING OF ALL MEMBERS SHALL BE IN ACCORDANCE WITH THE BUILDING CODE. SEE 1/S4.1 FOR MCVEIGH & MANGUM ENGINEERING, INC OR ANY OF ITS EMPLOYEES SHALL NOT HAVE CONTROL OR BE o SQUARE FDN FOUNDATION REF REFERENCE TABLE. RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES OR SEQUENCES FOR THE GUEST HOUSE 'I a DEAD LOADS: ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK, OR FOR N & AND FF FINISH FLOOR REINF REINFORCEMENT) FLOOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 PSF ALL SLEEPERS AND SILLS SHALL BE MADE OF PRESSURE TREATED WOOD. THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT at 227 Beach Avenue . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 PSF DOCUMENTS. 0 O AT FLR FLOOR REQ REQUIRE ROOF FOR STRAPPING AND STUDS AT WALL OPENINGS SEE DETAIL 9/S4.1 Atlantic Beach Florida WIND LOADS: VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. , o ALUM ALUMINUM FTG FOOTING REQ'D REQUIRED ULTIMATE WIND SPEED: (ASCE 7-10) . 129 MPH SILL PLATE BOLT AND ANCHOR BOLT WASHERS SHALL BE X"x2"x2" AT BEARING LOCATIONS WITH a UPLIFT. SEE ARCiITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR EMBEDS, OPENINGS, � AR ANCHOR ROD FS FAR SIDE RET RETAINING NOMINAL WIND SPEED: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100 MPH SLEEVES ETC. NOT SHOWN ON THE STRUCTURAL DRAWINGS. 0 MEAN ROOF HEIGHT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25 FT Architecture b N_ ARCH ARCHITECTURE REV REVISION RISK CATERGORY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . R ROOF SHEATHING SHALL BE 1%27 MINIMUM APA RATED SHEATHING, EXPOSURE 1 WITH 32/16 SPAN y' RATING. HOWEVER, Vis" MINIMUM APA RATED SHEATHING, EXPOSURE 1 WITH 24/16 SPAN RATING ALL STRUCTURAL OPENINGS AROUND OR AFFECTED BY MECHANICAL, ELECTRICAL AND PLUMBING f GA GAGE WIND EXPOSURE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C , ASSY ASSEMBLY FS ENCLOSURE CLASSIFICATION. . . . . . . . . . . . . . . . . . . . . . . . . . ENCLOSED MAY BE USED FOR ASPHALT SHINGLED OR STANDING SEAM METAL ROOFS. EQUIPMENT SHALL BE VERIFIED WITH EQUIPMENT PURCHASED BEFORE PROCEEDING WITH STRUCTURAL U_ I GALV GALVANIZED SCHED SCHEDULE INTERNAL PRESSURE COEFFICIENT. . . . . . . . . . . . . . . . . . . . . . WORK AFFECTED. t 0.18 0 DIRECTIONALITY FACTOR (Kd) . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.85 FLOOR SHEATHING SHALL BE W MINIMUM APA RATED SHEATHING, EXPOSURE 1 WITH 48/24 SPAN CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS OF EXISTING STRUCTURE AND o B / BOTTOM OF GC GENERAL CONTRACTOR SECT SECTION SHAPE FACTORS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PER CODE RATING OR APA RATED STRUD-I-FLOOR, EXPOSURE 1 WITH 24" OC SPAN RATING. SITES THAT ARE AFFECTED BY NEW WORK BEFORE PROCEEDING WITH FABRICATION AND CONSTRUCTION. D BETWN BETWEEN SIM SIMILAR THIS BUILDING (IS)(IS NOT) LOCATED IN THE WIND BORNE DEBRIS REGION. IMPACT ROOF AND FLOOR DECKING SHALL BE NAILED WITH 8d NAILS AT je-& 7¢" DECK AND 10d NAILS AT HGT HEIGHT COMPLETE SHOP DRAWINGS FOR CONSTRUCIIOIN OF EACH BUILDING COMPONENT NOT DESIGNED BY THE w BOT BOTTOM SPEC SPECIFICATION RESISTANT GLAZING (IS REQUIRED,)(IS NOT REQUIRED,) ' & W DECK. SPACE NAILS AT 6" AT SUPPORTED EDGES OF DECK (4' AT EXTERIOR WALLS) AND DESIGN TEAM OF RECORD AND NOT SPECIFIED ON THE PROJECT CONSTRUCTION DOCUMENTS SHALL BE 12" SPACING AT INTERMEDIATE SUPPORTS. AT GABLE ENDS, NAIL ROOF DEC( AT 4" AT PANEL � HORIZ HORIZONTAL SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT AND ARCHITECTURE z BM BEAM SQ SQUARE CONCRETE (DESIGN PER CURRENT EDITION ACI 318) EDGES AND AT 6' AT INTERMEDIATE SUPPORTS FOR A DISTANCE OF 4'-0" FROM THE END WALL. SHALL BE AVAILABLE AT THE JOB SITE DURING TIMES OF INSPECTION HSA HEADED STUD ANCHOR SLAB ON GRADE . . . . F'C= 3000 PSI Lane Architecture, P.A. BLDG BUILDING STD STANDARD FOOTINGS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F°C= 3000 PSI WALL SHEATHING SHALL BE 3s MINIMUM APA RATED SHEATHING, EXPOSURE 1 WITH 24/16 SPAN GENERAL CONTRACTOR MUST REVIEW AND APPROVE SHOP DRAWINGS PRIOR TO SUBMITTAL TO 1022 Park Street, Suite 205 HT HEIGHT ALL OTHER CONCRETE . . . . . . . . . . . . . . . . . . . . . . . . . . . . F'C= 3000 PSI RATING. SHEATHING MAY BE ORIENTED VERTICALLY OR HORIZONTALLY FOR FLEXIBLE WALL FINISHES. ARCHITECT/ENGINEER. SUBMITTALS WHICH Do NOT CONTAIN THE CONTRACTOR'S SHOP DRAWING STAMP BPL BASE PLATE STIFF STIFFENER PLYWOOD SHEATHING MUST BE ORIENTED HORIZONTALLY FOR BRITTLE WALL FINISHES (STUCCO) OR HAVE BEEN MERELY "RUBBER STAMPED" SHALL BE RETURNED WITHOUT REVIEW. Jacksonville, Florida 32204 w IF INSIDE FACE UNLESS 5-PLY/5-LAYER MINIMUM 1W PLYWOOD IS USED. N BRG BEARING STL STEEL ALL REINFORCING STEEL ASTM A615 GRADE 60. REINFORCING STEEL SHOWN ON THESE CHANGES TO THE CONTRACT DOCUMENTS SHALL BE CLOUDED ON SHOP DRAWINGS OR REQUESTED IN 904.355.9020 Uj INFO INFORMATION DRAWINGS To BE WELDED SHALL BE ASTM A706 AND WELDING SHALL BE IN ACCORDANCE WITH NON SHEAR WALL WOOD WALL SHEATHING SHALL BE FASTENED To BLOCKING & STUDS w/8d O 6" WRITING. THE CONTRACTOR IS LIABLE FOR ANY DEVIATIONS UNLESS REVIEWED AND ACKNOWLEDGED BY J. Lane, Reg. No. AR 12715 X C TO C CENTER TO CENTER STR STRAIGHT OC AT PANEL EDGES AND AT 12" OC AT INTERMEDIATE SUPPORTS. FOR NAILING REQUIREMENTS AT THE ENGINEER. SHOP DRAWING SUBMITTALS SHALL ONLY BE CHECKED FOR CONFORMANCE WITH THE INT INTERIOR SHEAR WALLS, SEE SHEAR WALL SCHEDULE. DESIGN CONCEPT AND THE INFORMATION SHOWN ON THE CONSTRUCTION DOCUMENTS. STRUCT STRUCTURAL ALL WELDED WIRE FABRIC ASTM A185. Uj CANT CANTILEVER JST JOIST Structural Engineering: SYM SYMMETRICAL CONCRETE MASONRY (DESIGN PER CURRENT EDITION ACI 530) PROVIDE A MINIMUM OF 2 STUDS UNDER BEAMS OR GIRDER TRUSSES CARRYING FLOOR OR ROOF CJ CONSTRUCTION JOINT COMPRESSIVE STRENGTH. . . . . . . . . . . . . . . . . . . . . . . . . . . . F'M= 1500 PSI LOADS. AT BEAMS WIDER THAN W, TRIPLE TRUSS GIRDERS AND AT ALL CORNERS PROVIDE McVeigh & Mangum D JT JOINT MINIMUM OF 3 STUDS FULL HEIGHT. SPECIFICATIONS Engineering, Inc. CL CENTER LINE T&B TOP AND BOTTOM STRUCTURAL STEEL (DESIGN PER CURRENT EDITION AISC), UNLESS OTHERWISE NOTED LB POUND AXIALY LOADED INTERIOR POSTS SUPPORTING BEAMS OR HEADERS SHALL BE CONTINUOUSLY CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301. "SPECIFICATIONS FOR 9133 R. G. Skinner Parkway CLR CLEAR T (LION) MATERIALS SHALL . . . FOLLOWS: / TOP OF SUPPORTED TO THE GROUND. PROVIDE POSTS OR BLOCKING WITHIN FLOOR TRUSS SYSTEM AS STRUCTURAL CONCRETE FOR BUILDINGS" LATEST EDITION). EXCEPT AS MODIFIED BY THE z LG LONG T/U PANEL TILT-UP PANEL INDEPENDENT TESTING LABORATORY TO PERFORM CONCRETE TESTING. 904.483.5200 W-SHAPES. . . . . . . TESL . . . . . . . . . . . . . . . . . . . . ASTM 992, Fy=50 KSI REQUIRED. REQUIREMENTS OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL EMPLOY AND PAY AN Jacksonville, Florida 32256 0 CMU CONCRETE MASONRY UNIT OTHER SHAPES & PLATES . . . . . . . . . . . . . . . . . . . . . . ASTM A3s, Fy=36 KSI 0 LLH LONG LEG HORIZONTAL HSS SQUARE & RECTANGULAR SHAPES. .ASTM A500 GRADE B. Fy=46 KSI ROOF JOIST SHALL BE LATERALLY SUPPORTED AT THE ENDS BY SOLID BLOCKING OR DIAGONAL D COL COLUMN TE THICKENED EDGE WELDING ELECTRODES . . . . . . . . . . . . . . . . . . . AWS A5.1 OR A5.5 SERIES E70 STRUTS. SUCH BRIDGING MAY BE OMITTED WHERE END OF JOIST IS NAILED TO A HEADER, BAND EB 6330 o MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM To THE REQUIREMENTS OF SPECIFICATIONS 0 LLV LONG LEG VERTICAL HIGH-STRENGTH BOLTS . . . . . . . . . . . . . . . . . . . . . . . . . . . 3'N ASTM A325 JOIST OR TO AN ADJOINING STUD. ALSO PROVIDE SOLID BLOCKING OR DIAGONAL STRUTS AT 8'-0" Engineer of Record a CONC CONCRETE THK THICK ANCHOR RODS GRADE 36 ASTM F1554 MAXIMUM SPACING. FOR MASONRY STRUCTURES - AC 530.1/ASCE 6 (LATEST EDITION), EXCEPT AS MODIFIED BY 9 W LSH LONG SIDE HORIZONTAL WELDED STUDS . . . . . . ASTM At08 REQUIREMENTS OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL EMPLOY AND PAY AN Carrington McVeigh, PE#30692 � ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' it CONN CONNECTION THRD THREADED DEFORMED BARS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM A496 ALL HEADERS AND BEAMS SHALL BE FASTENED TOGETHER PER DETAIL 4/S4.1. HEADERS SHALL BE INDEPENDENT TESTING LABORATORY TO PERFORM MASONRY TESTING. LSV LONG SIDE VERTICAL WELDABLE BARS . 0 ASTM A706 2-2x12 IN 2x4 WALLS OR 3-2x10 IN 2x6 WALLS UNLESS OTHERWISE NOTED ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF AISC f CONST CONSTRUCTION TRANSV TRANSVERSE PAINT & PROTECTION . SSPC PAINT 25 W ON PLAN OR IN THE HEADER SCHEDULE 3/84.1. HEADERS ARE BELOW PLATE, LION. "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS", AISC "CODE OF STANDARD PRACTICE FOR STEEL 1 0 CONT CONTINUOUS MANUF MANUFACTURER TS THICKENED SLAB ALL BUILT-UP COLUMNS AND STUDS SHALL BE FASTENED TOGETHER PER DETAIL 5/S4.1. BUILDIREQUINGS ANDNTS OF BRIDGES", DGES", AND AWS D1.1* "STRUCTURAL WELDING CT DOCUMENTS. PROOF OF WELDER CODE", CERTEXCEPT AS SHALL MODIFIED BE BY THE I r MAT`L MATERIAL TIMBER [DESIGN PER CODE SECTION 2301.2 (ALLOWABLE STRESS OR LRFD DESIGN a CONTR CONTRACTION TYP TYPICAL ) FOR SPLICES IN TOP PLATES, SEE DETAIL 10/S4.1. AT THE JOB SITE DURING TIMES OF INSPECTION. AND CURRENT EDITION NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION] o MAXIMUM STRUCTURAL LUMBER. . . . . . . . . . . . . . . . . . . . . . .NO. 2 SOUTHERN PINE w CTR CENTER MAX HOLES AND NOTCHES MUST BE APPROVED BY THE ENGINEER. IF APPROVED THE NOTCHES ON THE BOLTED CONNECTIONS SHALL BE ASSEMBLED AND INSPECTED IN ACCORDANCE WITH RESEARCH COUNCIL LION UNLESS OTHERWISE NOTED SOIL BEARING (ASSUMED)). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2000 PSF ENDS OF JOISTS SHALL NOT EXCEED ONE-FOURTH THE DEPTH. HOLES BORED FOR PIPE OR CABLE ON STRUCTURAL CONNECTIONS "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 w CTR'D CENTERED MECH MECHANICAL SHALL NOT BE WITHIN THE TOP OR BOTTOM THIRD OF THE JOIST DEPTH AND THE DIAMETER OF BOLTS*. MINIMUM VER VERIFY SUCH HOLE SHALL NOT EXCEED ONE-THIRD THE JOIST DEPTH NOTCHES FOR PIPES IN THE TOP OR MIN BOTTOM OF JOISTS SHALL NOT EXCEED ONE-SIXTH THE JOIST DEPTH AND SHALL NOT BE LOCATED GENERAL NOTES BOLTED AND WELDED CONNECTIONS: THE CONTRACTOR SHALL EMPLOY AND PAY AN INDEPENDENT N DBA DEFORMED BAR ANCHOR MISCELLANEOUS VERT VERTICAL IN THE MIDDLE ONE-THIRD OF THE SPAN. TESTING LABORATORY TO INSURE THAT ALL FASTENERS AND WELDS ARE INSTALLED IN ACCORDANCE a MISC FOUNDATIONS WITH THE SPECIFICATIONS. A VISUAL INSPECTION SHALL BE MADE OF ALL WELDED AND BOLTED I 3 DEFL DEFLECTION FOR ALTERNATE HOLES AND NOTCHES IN WALL STUDS, SEE DETAIL 3/S4.2 CONNECTIONS. IN ADDITION, A MINIMUM OF 10X OF ALL HIGH STRENGTH BOLTS SHALL BE CHECKED t W/ WITH IF FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, UNSTABLE, OR UNSUITABLE SOIL, THE FOR PROPER TENSION AND A MINIMUM OF 10% OF ALL FULL PENETRATION WELDS SHALL BE CHECKED DET DETAIL NIC NOT IN CONTRACT ENGINEER SHALL BE NOTIFIED. LVL SHALL BE MICROLLAM 1.9E BY "TRUS JOIST" OR EQUAL, PSL SHALL BE PARALLAM 2.0E BY BY ULTRASONIC TESTING. ADDITIONAL BOLTS AND WELDS MAY BE TESTED AT THE OPTION OF THE DIAG DIAGONAL NO NUMBER W/0 WITHOUT CONCRETE "TRUS JOIST" OR EQUAL, AND LSL SHALL BE TIMBERSTRAND 1.5E BY "TRUSS JOIST" OR EQUAL. TESTING LAB REPRESENTATIVE. DEFECTIVE BOLTS OR WELDS SHALL BE REMOVED AND REPLACED AT NO DIA DIAMETER NTS NOT TO SCALE WS WATER STOP STRESS GRADE: SOUTHERN PINE NO. 2 OR ENGINEER APPROVED EQUAL. ALL DESIGN VALUES ARE ADDITIONAL COST TO THE OWNER. 0 UNLESS OTHERWISE NOTED (LION) ON THE DRAWINGS, MINIMUM COVER FOR REINFORCING SHALL UNDER NORMAL LOADING AND IN DRY CONDITIONS OF SERVICE. SYP MAY BE SUBSTITUTED FOR FOOTING AND SLAB SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF DIFF DIFFERENT WWF WELDED WIRE FABRIC BE AS FOLLOWS: SPF. THE GEOTECHNICAL REPORT FOR THE PROJECT PREPARED BY DATED NS NEAR SIDE 3• ( ). FOOTINGS .................................................................................................................... AND SHALL BE IN COMPLIANCE WITH DIM DIMENSION OC ON CENTER SLABS ON GRADE ...................................................................................... 2" FROM TOP PRESSURE-TREAT LUMBER IN ACCORDANCE WITH THE MANUAL OF RECOMMENDED PRACTICE OF THE APPLICABLE REQUIREMENTS OF GOVERNING AUTHORITIES HAVING JURISDICTION. Q Do DITTO GENERAL SYMBOLS AMERICAN WOOD PRESERVERS ASSOCIATION (AWPA). z OD OUTSIDE DIAMETER ALL REINFORCING SHALL BE HELI) SECURELY IN POSITION WITH STANDARD ACCESSORIES A GEOTECHNICAL TESTING AND INSPECTION FIRM SHALL BE EMPLOYED TO PERFORM A SOIL SURVEY FOR 2 DWG DRAWING IN CONFORMANCE WITH CRSI MANUAL OF STANDARD PRACTICE AND ACI 315 9URING ALL FASTENERS AND NAILS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE MADE OF TYPE SATISFACTORY SOIL MATERIALS, SAMPLING AND TESTING FOR QUALITY CONTROL AS PER THE Of OF OUTSIDE FACE THE PLACING OF THE CONCRETE 304 OR TYPE 316 STAINLESS STEEL UNLESS THE LUMBER IS TREATED WITH CCA-C OR SBX (DOT), RECOMMONDATIONS OF THE GEOTECHNICAL REPORT FOR THIS PROJECT. ALL EARTHWORK OPERATIONS PLAN, SECTION OR DETAIL No. BUT NOT SBX (DOT) WITH SODIUM SILICATE (N-SO= SHALL BE'PERFORMED TO THE SATISFACTION OF THE GEOTECHNICAL TESTING FIRM. w EA EACH 0% OUT TO OUT SHEET NUMBER UNLESS OTHERWISE NOTED, SPLICES IN REINFORCING, WHERE PERMITTED, SHALLb6-AS FOLLOWS: )• I WELDED VIRE FABRIC ........................................... WIRE SPACING PLUS 6" UNLESS OTHERWISE NOTED, USE THE FOLLOWING MINIMUM GRADE OF LUMBER FOR FRAMING. 0 EF EACH FACE OPNG OPENING REINFORCING BARS .............................................. 40 BAR DIAMETERS FRAMING MINIMUM GRADE o EJ EXPANSION JOINT NORTH ARROW ALL HOOKS IN REINFORCING BARS SHALL BE AN AC STANDARD HOOK, UNLESS OTHERWISE SILL ON FOUNDATIONWALLS OR N0. 3 SYP OPP OPPOSITE N NOTED. SLAB GRRAADE EL ELEVATION PERP PERPENDICULAR DOWELS FROM FOUNDATIONS OR SLABS TO WALLS SHALL MATCH WALL REINFORCING, UNLESS JOISTS, RAFTERS & HEADERS No. 2 SYP in ELEC ELECTRICAL OTHERWISE NOTED. DOWELS SHALL BE PLACED BEFORE CONCRETE IS POURED. THEY SHALL NOT PL PLATE BE PUSHED INTO THE CONCRETE. PLATES, CAPS & BUCKS NO. 2 SYP m ELEV ELEVATOR 1 KEYED NOTE TO PLAN STUDS SEE SCHEDULE 7/S4.1 j ENGR ENGINEER PNL PANEL STFFI= PREFAB PREFABRICATED POSTS do COLUMNS INCLUDE ALL No. 2 SYP (n EQ EQUAL O1 FOUNDATION TYPE ALL BOLTS SHALL BE SNUG TIGHT (AS DEFINED BY AISC) LION. VERTICAL MEMBERS SPECIFICALLY PSF POUNDS PER SQUARE FOOT CALLED OUT, I.E. 3 - 2x4) z EQUIP EQUIPMENT UNLESS OTHERWISE NOTED, BEAM-TO-BEAM AND BEAM-TO-COLUMN CONNECTIONS SHALL BE AS a EXIST EXISTING PSI POUNDS PER SQUARE INCH SHOWN IN DETAIL 8/S4.1. CONNECT OVER FRAMING (SUCH AS VALLEY TRUSSES) TO MAIN ROOF FRAMING BELOW WITH SIMPSON o Q REVISION NUMBER MINIMUM SIZE OF ALL FILLET WELDS SHALL CONFORM TO SECTION J2 AISC SPECIFICATIONS EVEN VTC2 WITH 4-10d NAILS INTO TRUSS AND 5-10d x 174 NAILS INTO OVERFRAMING OR tYa x16 g° EXP EXPANSION QTY QUANTITY THOUGH SHOWN OTHERWISE ON ARCHITECTURAL, MECHANICAL, OR STRUCTURAL DRAWINGS. TWIST STRAP O 48" MAX W/4-10d NAILS EACH END OF STRAP. EXT EXTERIOR ALL WELDS ALONG THE LENGTH OF MEMBERS INDICATED ON ARCHITECTURAL OR STRUCTURAL POST BASE AND CAPS FOR 4x4 AND 6x6 POST SHALL BE SIMPSON CB OR CBQ SERIES AT BASE 0 FOOTING STEP DRAWINGS, BUT NOT SIZED, SHALL BE A MINIMUM OF: AND CC OR CCQ SERIES AT CAP. La EW EACH WAY JOIST HANGERS SHALL BE SIMPSON SERIES LUS, UON. 3fe 2-12 in )fe 2-12 CONVENTIONAL FASTENING AND STRAPPING HAVE BEEN SHOWN ON THESE DRAWINGS TO RESIST WIND LLj aFASTENERS LOADING. AN ALTERNATE SYSTEM USING FULL HEIGHT BOLTED RODS, CABLES, ETC. (SUCH AS ; COMPONENT & CLADDING NOMINAL QUICK-TIE). MAY BE SUBMITTED AS AN ALTERNATE. SUBMIT DETAILED SHOP DRAWINGS AND WIND PRESSURES (PSF) (-30 20 3o CONCRETE OR SOLID GROUTED EXPANSION BOLTS SHALL BE HILTI MASONRY SHALL BE 7 BOLT APPROVED AMETERS MINIMUM.EMBEDMENT HOLEANDAND FABRICATION. THE SUBMITTAL SHALL ADDRESS THESIGNED AND SEALED BY A �FOLLOOWING� FOR APPROVAL PRIOR TO cS INSTALL PER MANUFACTURER'S PRINTED INSTRUCTIONS. - THE TOP PLATE MUST BE CONSIDERED AS TWO SEPARATE MEMBERS FOR z ROOF v I 3 2 3 I TRANSFERRING UPLIFT FORCES TO THE ALTERNATE SYSTEM, UNLESS IT ADHESIVE ANCHORING (EPDXY) FOR CONCRETE SHALL BE HILTI HIT-HY 200 CARTRIDGE SYSTEM OR IS NAILED TOGETHER TO ACT AS ONE MEMBER (I.E. vQ/It CALCULATION REQUIRED). z ZONE 10 SF 50 SF 100 SF I ' APPROVED EQUAL, LION. EMBEDMENT SHALL BE 12 BAR DIAMETERS, LION. HOLE DIAMETER SHALL - WOOD WALL SHEATHING MAY BE USED TO TRANSFER THE UPUFT FORCES PROVIDED W 2 1 BE NO GREATER THAN RECOMMENDED BY MANUFACTURER. UNLESS A HILTI SAFE SET HIT-Z ANCHOR ADDITIONAL NAILING IS PROVIDED AT THE TOP PLATE (SEE SSTD 10-97 BY SBCCI w Ito ( ROI) OR HILTI HOLLOW DRILL BIT W/ VACUUM IS USED, THE HOLE SHALL BE CLEANED PER FOR ACCEPTABLE TABLES). NAIL SPACING AT SHEARWALLS WILL NEED TO BE ALL ZONES +27.3 +25.5 +24.7 2 MANUFACTURER'S RECOMMENDATIONS BY BRUSHING OUT WITH WIRE BOTTLE BRUSH AND BLOWN OUT INCREASED. SHEARWALLS WITH 3" EDGE NAILING MAY NOT BE USED TO TRANSFER z I WITH AIR USING A COMPRESSOR WITH A FUNCTIONAL OIL TRAP. INSTALLATION SHALL BE IN UPLIFT FORCES, SINCE NAILING CAN NOT BE INCREASED. `'' 1 -29.8 -26.3 -24.7 3o 2 ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS BY AN INSTALLER TRAINED BY THE - GYPSUM BOARD WALL SHEATHING (EXCEPT AT GYPBOARD SHEARWALLS) MAY BE 1 20 I MANUFACTURER. USED TO TRANSFER UPLIFT FORCES PROVIDED SPECIAL NAILING IS PROVIDED. 0 _ _ _ v 3o 2 2 - SHEARWALL SILL ANCHOR BOLT SPACING MUST BE PER THE SHEARWALL SCHEDULE. 1 z 2 -34.8 31.3 29.8 HOWEVER EACH BOLT FOR THE ALTERNATE SYSTEM MAY REPLACE ONE i a I ADHESIVE ANCHORING (EPDXY) FOR MASONRY SHALL BE HILTI HIT-HY 70 CARTRIDGE SYSTEM OR � SCHEDULED APPROVED EQUAL, LION. EMBEDMENT IN SOUD GROUTED MASONRY SHALL BE 9 BOLT DIAMETERS ANCHOR BOLT. � 3 -34.8 -31.3 -29.8 I p I MINIMUM. HOLE DIAMETER SHALL BE NO GREATER THAN RECOMMENDED BY MANUFACTURER. HOFS - PROVIDED A SCHEDULED AND FLOOR TO FLOOR STRAPPING AT END POSTS MUST EBE D 20 2 1 SHALL NOT BE PLACED WITHIN 1" OF A VERTICAL MORTAR JOINT. CLEAN HOLE AND INSTALL PER PROVIDED AS SCHEDULED UNLESS AN ICC REPORT OR OTHER TESTING IS PROVIDED 10 & 20 -50.5 -47.0 -45.5 I I MANUFACTURER'S PRINTED INSTRUCTIONS BY AN INSTALLER TRAINED BY THE MANUFACTURER. SHOWING THAT LATERAL SHEARWALL DEFLECTION IS WITHIN ACCEPTABLE LIMITS. - CABLE SYSTEMS MUST BE PRE-TENSIONED To RESIST UPLIFT LOADING. SUBMIT TENSIONING PROCEDURE FOR APPROVAL. 30 -50.5 -47.0 -45.5 I 3 2 3 I SCREW ANCHORS SHALL BE HILTI KWIK HUS-EZ OR APPROVED EQUAL, LION. EMBEDMENT IN - TRUSSES AND CONVENTIONAL FRAMING WILL BE FASTENED WITH CONVENTIONAL 0 WALLS x-30 - - - - - �° - - - - - - - - 3o INSTALL PER MANUFACTCRETE OR SOLID URER'S PRITED NTTEDYSHALL BE 9 INSTRUCTIONSBOI_T DIAMETERS MINIMUM. CLEAN HOLE AND FASTENERS AS SHOWN ON THESE- S SUBMITTED DS CABLES APPROVAL SHALL BE TIED DOFF AT EACH FLOOR. IF NOT,S AN NATE END POSTSPROCEDURE i of V POWER ACTUATED FASTENERS (PAF) SHALL BE HILTI X-U 0.157" DIAMETER OR EQUAL, LION. EMBED SPECIFIED AT THE GROUND FLOOR SHALL BE USED FULL HEIGHT. a. ZONE 10 SF 10o SF 50o SF ROOF PLAN (GENERIC BUILDING SHOWN) OVERHANGS MIN SHALL COMPINTO LETELY CONCRETE ENETRATE STRUCTURAL ST CE WITHIN 1" OF CMU MORTAR JOINT. PAF NGTON I 0 TEEL 4 +29.8 +25.3 +22.2 �,�e,••�,�CENS % I zz -32.3 -31.0 -24.7 0No. 08 +29.8 +25.3 +22.2 15 5 -39.9 -31.0 -24.7 Ik NOTES: / ... _..._� 41 �o•°•.., R • z 1) TABLE PRESSURES ARE FOR THE SQUARE FOOT W (SF) TRIBUTARY AREA SHOWN. FOR OTHER D TRIBUTARY AREAS LINEARLY INTERPOLATE 5 `� NAL I I ' I BETWEEN VALUES SHOWN ABOVE. f` �7 `x z ? 2) POSITIVE PRESSURES ACT TOWARD THE a V Z 0 oBUILDING. NEGATIVE PRESSURES ACT AWAY 0 Lw "V U q O DATE: 9.30.2013 FROM THE BUILDING. tO (n 3) SEE DIAGRAMS FOR LOCATION OF ZONES. 5 O ••� ,.,, pp U 0 4) PRESSURES SHOWN ARE NOMINAL WIND PRESSURES. O �■�. I W H d A O a MULTIPLY BY 1.67 FOR ULTIMATE WIND PRESSURES. 'l, V w O-3 -4 5 •_.. _ �, � DESIGN CRITERIA 0 � i= N o AND N WALLS ,GENERIC BUILDING SHOWN N A o W GENERAL NOTES 0 1 WIND PRESSURE DIAGRAMA LLIE0 S1.1 SCALE: NTS o S191 I I i i I iI I I Relovations for the: { Z O 6 5 1 =) LU Gooden S3.1 S3.1 7 S3.1 z W .................... __-___.......-_ ___ _ Residence -----�— GUEST HOUSE — — — — -- -� — — — — — — — — N — — — at 227 Beach Avenue o -- — — — — — -- --- — — — _...... .-- _. — _ ---i ---- -- - ---- , ------- -- Atlantic Beach,Florida o I I '(PSS S� I� — — �1 I I I o N ( SQo I I I Architecture by: v O I V11 NEW—/ o NEW STEMWALL I I I I °� o STEMWALL I EXIST V I STEMWALL I j M 7 I I I ARCHITECTURE I Lane Architecture, P.A. z I — 1022 Park Street, Suite 205 Jacksonville, Florida 32204 I ( 904.355.9020 J. Lane, Reg. No. AR 12715 cn Zn Li of g X ( ( Structural Engineering: LU McVeigh & Mangum EXISTING Engineering, nc. N o 4" SLAB o _ ( I 9133 R. G. Skinner Parkway o EXSISIING WALL & FTG ___...._.__�_. _._.____.__ -- Jacksonville, Florida 32256 X o REMOVE AS REQUIRED O I I I i I FOUNDATION AND FIRST FLOOR PLAN NOTES: 904.483.5200 EB 6330 _ _ _ — — — — _ _ — I I 1) FOR DIMENSIONS AND ELEVATIONS NOT SHOWN, Engineer of Record Z IF EXISTING SLAB IS ELEVATED a AT THIS LOCATION, REMOVE SLAB i ( ( i I SEE ARCH DRAWINGS. LAB FLUSH � Carrington McVeigh, PE#30692 G AND REPLACE WITH 4 S I I f I I 2) ® DENOTES SHEARWALL PER SCHEDULE 1/S4.2. 0 o WITH GARAGE SLAB L_. ._ __._. s I ( I- - - -- - - - - - - - -� I I SW# (D j I j ( I I 3) FOR DESIGN CRITERIA AND GENERAL NOTES, SEE SHEET S1.1. N z I I ( I ( I 4) FOR ELEVATIONS, WALL SECTIONS AND DIMENSIONS, SEE ARCHITECTURAL. o 5) END OF SHEAR ALIGN WITH OPENING ABOVE. Of IA ------ -7------- ----- ---' - - 6) PROVIDE 3 STUDS AT BEAM BEARING LOCATION. __. a - - - - - - - - - - - - - — - - - - - - - - - - - - - - 7O EXTEND EXISTING FOOTING TO 4'-0"x4'-0"x1'-0" THK a 3 EXISTING FOOTING AT POST BEARING LOCATION. REINFORCE W/4-#5 EW BOT. 4" CONCRETE SLAB ON GRADE DRILL AND EPDXY REBAR INTO EXISTING FOOTING PER GENERAL NOTES. r 0 5 W/WWF 6x6 W1.4 x W1.4 ON 6 53,1 �Qo�� S3.1 7 VAPOR BARRIER AND COMPACTED FILL S31 I \ o T/SLAB EL 100'-0" TYP, LION 8) PROVIDE 5-2x4 POST (#1/#2 SPF) AT ROOF BEAM BEARING LOCATION N FOR FULL HEIGHT. AT FLOOR LEVEL, STRAP POST ABOVE TO POST BELOW W/5-CS22 STRAPS. ATTACH POST TO FDN W/ DTT2Z-SDS2.5 HOLDOWN. N .._..........-. - ......._..................- _.- .._ -_._..... 9 END OF SHEAR WALL ALIGNS WITH OPENING ABOVE. � o � - _ 1� CUT AND REMOVE EXISTING SLAB AS REQUIRED FOR NEW FOOTING INSTALLATION. i EST HOUSE FOUNDATION P LAN 6GUMW S2.1 SCALE: 1/4" = 1'-0" N (n� U o 0 N 6 C-)f5 E � 5�� a o 9 g S5.1 cn U 00 O 0 10 SW33 S3.1 N 0 a ---- o U) JLA3- x10 K' t= N I O I I v 7 I j D Li S3.1 i EXIST I j is STEMWALL I I I I o 4 I I Z I N PROTECT WOOD FROM---- Z ROM z CONCRETE BY PLACING w BETWEEN CONCRETE 9 z & EXISTING WOOD I S3.1 w FRAMING10 z I a I co N z ( U' Z W cW� U o NGTON ���.•��GENs�•.••�'�� o I •; :,y E a No. 06 2 \\7 . N I T F s �, B�s --- - r� I 9O�••• �w i N sFFq�q��p z LIJ 10 Ir SW33 .o SW33 S3.1 z W �8 9 9 6 S3.1 DATE: 9.30.2013 � cn vs z FOUNDATION o N AND FIRST FLOOR FRAMING PLAN N 2 GUEST HOUSE FIRST FLOOR FRAMING PLAN O S2.2 SCALE: 1/4* = 1'-0" M S2 ,01 '4 N O L i ' II d Renovations for the: Gooden L 6 Residence Ln S5.1 x GUEST HOUSE a SEE NOTE 3 1 BALLOON FRAMING Z S5.1 SEE 1/S2.2 at 227 Beach Avenue j 3 a BALLOON FRAMING Atlantic Beach,Florida I N a — — SEE 1/S2.2 y 0 0 o II Architecture by: cn C14 I N % I cv Jl 00 U- _ - -- -- - / s z d (Cf) = = I X rn wif n. — — — — —C" _ 1 I I) I ARCHITECTURE I — I Lane Architecture, P.A. ., 1022 Park Street, Suite 205 \ 2 I Jacksonville, Florida 32204 Uj N I I N \ 904.355.9020 a PORCH BELOW o — J. Lane, Reg. No.AR 12715 o w Structural Engineering: N I I SEE NOTE 10 I McVeigh & Mangum I Engineering, Inc. b _ 9133 R. G. Skinner Parkway X zI I 4 —6k, _ _ _ — o C I SEE NOTE 4 Jacksonville, Florida 32256 co 904.483.5200 ! j o S5.1 0 0 / EB 6330 i Z o X ELEVATED FLOOR PLAN NOTES: Engineer of Record Of N _ I IZ 1 DOUBLE UP EXISTING FLOOR JOISTS IN THIS AREA. 61 Carrington McVeigh, PE# 30692 0 I L;7 II N I O ATTACH NEW JOIST TO EXISTING ONE W/10d ® 12" OC � II i35x I EACH EDGE STAGGERED. as D _N z 2 II I 2) WHERE PARTICLE BOARD FLOORING IS INTERRUPTED BY WALL, PROVIDE DETAIL 10/S5.1 a o� = = S5.1 LU w /1 5 3) BALLOON FRAME THIS WALL FROM 2nd FLOOR TO ROOF z �\ /� /� I S51 ( W/2x6016" #1/#2 SPF STUDS OR 2-2x4®16" #1/#2 SPF STUDS. / SEE NOTE 10 `i' V — 4) REMOVE AND REFRAME ANY EXTERIOR WALL WHICH HAS A TOP a a SEE NOTE 4—A I � I -----4� PLATE THAT CONSISTS OF MORE THAN TWO MEMBERS. M 3 5 WALLS SHOWN DASHED ARE BELOW THE FLOOR LEVEL WALLS SHOWN SOLID ARE AT THE FLOOR LEVEL. — [I N 6) FOR FRAMING AND STRAPPING AT WALL OPENINGS, SEE DETAIL 9/S4.1. 01 N U- SEE NOTE 3 S51 SEE NOTE 3 7) FOR HEADERS AND BEAMS NOT CALLED OUT ON PLAN, SEE HEADER SCHEDULE 3/S4.1. c cn z8) PROVIDE 2 STUDS FOR SUPPORT OF BEAM ABOVE. STRAP TO BEAM ABOVE AND BEAM W 2 GUEST HOUSE- THIRD FFRAMING PLAN BELOW W/2–HTS16 TWIST STRAPS W/8-10d NAILS IN EACH END OF EACH STRAP. I 0� 52.2 SCALE: 1/4* = 1 –0 N w " � " � -. 9) ANY FLOOR JOIST WHICH IS NOTCHED IN THE MIDDLE Ys OF IT'S SPAN SHALL EITHER a _ BE REPLACED OR SHALL HAVE A NEW JOIST SISTERED UP TO IT. SEE GENERAL NOTES. 0 6 10) STRAP END OF BEAM TO POST BELOW W/2–HTS16 TWIST STRAPS. C-) S5.1 11) PROVIDE 5-2x4, #1/#2 SPF STUDS TO SUPPORT BEAM ABOVE. RUN STUDS DOWN TO Irq BE M BELOW OR TO FDN AS APPLICABLE. � BALLOON FRAME WALL FROM 1st FLOOR I M 1 TO ROOF W/2-2x6 016 #17#-2 SPF STUDS 12) ■ ® ■ DENOTES BEARING WALL BELOW. S5.1 N BALLOON FRAME THIS WALL FROM 1st FLOOR TO ROOF W/2-2x4®12" f z #1/#2 SPF STUDS 1Of 1 8 FF ��N ' fi I I /// I -2x 0 U- 0 3-2x10 I _.. — w .. D --- LLI 2-2x10 i U 11 � p Z_ N OS � . c� S5.1 p ZLi I F Z o " y. LVL w NEW 2-2x6®16" I 2x6016" o z 04 7III N / ® Z "5.10 11/1 41 o N 9 _... — oF ------- GTON 39"x9X" LVL I I �- �, .•••�-�cE�S�c.�GF aLL %• Z — �� N .3 9 �• s w T O \ 5 3 �, r — — __— _ — - - ,o A E Uj Cr Zn •• U- C14 0 I I �sS�ONAI W ► ----- — -- 3 Z .o S5 .1 I do ST Cq JJ � 55.1 55.1 DATE: 9.30.2013 I C f � \ / cV FI N � / RST FLOOR FI FRAMING PLAN 1 N N 0 1 GUEST HOUSE- SECOND FLOOR FRAMING PLAN S2.2 SCALE: 1/4" = 1'-0" N o o S2 . 2 r L I i h i Renovations for the: 0 Gooden ; Residence 0 Of GUEST HOUSE I ; D at 227 Beach Avenue I z Q Atlantic Beach,Florida 0 0 0 Architecture by: N � I O(A 0 t z 0 N Le) C f 4 w+ a ARCHITECTURE V I I a i z 5 Lane Architecture, P.A. I I � ss.1 1022 Park Street, Suite 205 y Jacksonville, Florida 32204 p N 3-2x12 HEADER w SEE NOTE 3 904.355.9020 M SEE NOTE 1 J. Lane, Reg. No. AR 12715 0 X °' w - - - - - - - - - - - — — — — — — — — — — Structural Engineering: N = SEE NOTE 1 1F _1117- —tcI --I _r _F T_ F_ _T__ 41 McVeigh & Mangum N 0 Engineering, Inc. II 111 1 1 11 1 1 1 I I I I / 9133 R. G. Skinner Parkway I 11 Jacksonville, Florida 32256 z v2-2x10 r — — -1 — — — _ I 904.483.5200 Z 1I 11� > � I - 2=Tx1rr- EB 6330 'a. L — — J •� � � � � Engineer of Record c 2-2x10 L_—_____— __——1_ r rL�, — N I 1 I Carrington McVeigh, PE#30692 0 I II — w Cn 2 II 11 - I IIS I N S6.1 1 I z I 11 w II 111 L -' 56., 56., 11 El z a Z w 1 _ ------- ---------- 11 ----- - -- r=2xIo -I M 3 O I I N N - - - J III 0 , 111 —JN L...._- - ---- --- --.._.. -- ------ -- 2--2x10 -j S6.1 `V 4 6 S6.1 0 1 1 c� y I 11 X II i i 1tI Q I - II CL 0 111 11 f -7111111 , ------ ---2=2xrto I w ----------� j l O 7 0 - r-- - �Nf I S6.1 I w ', — JN II _ 111 11 ;> I1 -__ 1 L-------- --- ---- II A Cnt II IITTII wpow 1 IL 1J LJLMEN NEMP-166M ! J I z i 5 SEE NOTE 4 I 0 V) S6.1 `` 0 W 1(n D Li GUEST HOUSE- ROOF FRAMING PLAN Z S2.3 SCALE: 1/4" = 1'-0" N Z w U.1 z z ROOF NOTES: w 1) REMOVE AND REFRAME ANY EXTERIOR WALL WHICH HAS A TOP z PLATE THAT CONSISTS OF MORE THAN TWO MEMBERS OR WHERE THE FLOOR < OR CEILING JOISTS ARE TO BE REMOVED. = 2) FOR FRAMING AND STRAPPING AT WALL OPENINGS, SEE DETAIL 9/S4.1. I 0 3) FOR HEADERS AND BEAMS NOT CALLED OUT ON PLAN, SEE HEADER SCHEDULE 3/S4.1. 0 4) REMOVE EXISTING ROOFING MATERIAL DOWN TO RAFTERS. RESHEATHE W/ W W PLYWOOD OR OSB. SEE GENERAL NOTES FOR NAILING. ��1N a GTO a 5) ■ ■ DENOTES LOAD BEARING WALL. �Q�.��•BENS M�GF o % a Z: No 0 2 1'.LLI LLJ I L ASO 0 OR W `�QNAL N I N f z 00 w DATE: 9.30.2013 r 0 z v a I ri ROOF t FRAMING PLAN N N 2 . 3 M N O I M O L i Renovations for the: i Gooden Residence GUEST HOUSE at 227 Beach Avenue cnz o Atlantic Beach,Florida SEE ARCH a FOR TREADS HSS POST, Architecture b 0 SEE PLAN T/SLAB EL. LUS26 y' SEE PLAN EXISTING ( ) /- — — — DECK FRAMING, FLOOR SHEATHING cn SAW-CUT SLAB 1" REINF IF REQ�D , DEEP BETWEEN 4 & 12 SEE PLAN / SEE PLAN W HOURS OF CASTING Z / oWALL, SEE 5/S3.1 N a _ / 2 1 V_ = U x ch N U / WWF <W tARCHITECTURE W BASE PLATE, — — — — — — — — — — N o LL_ / s, Lane Architecture, P.A. z SEE 8/S3.1 EXISTING EXISTING FLOOR JOIST1022 Park a �� STEM WALL Jacksonville, Florida Suite 2204 W VAPOR BARRIER T/SLAB OR / 904.355.9020 cn T FTG EL T/FTG EL. COMPACTED FILL / (MATCH EXISTING) SEE PLAN FIN NOS: J. Lane, Reg. No. AR 12715 Ir X SEE PLAN I TFOR READS. Structural WITH 4 OR LESS cx)L Structural Engineering: w McVeigh & Mangum 0 3" CLR g" EXISTING FOOTING Engineering, Inc. y 9133 R. G. Skinner Parkway Jacksonville, Florida 32256 FOR FTG SIZE & REINF t 904.483.5200 z SEE PLAN EXISTING j EB 6330 FOOTING Engineer of Record o w 2SON GRADE CONTROL JOINT 3 SECTION 4 SECTION Carrington McVeigh, PE#3°692 1 SECTION LAB 0 S3.1 SCALE: NTS S3.1 SCALE: NTS S3.1 SCALE: NTS S3.1 SCALE: NTS i = I r z a 0 w Q w 3 LUS 210 FLOOR SHEATHING 0 FLOOR H__ WALL SHEATHING RIM JOIST, FRAMING, `n 9" AB ® 24" OC ATTACH W/ SEE PLAN STUD NG WALL Z WALL STUD (7- EMBED) 3-12d NAILS 0 N' AB ® 24" OC EXISTING 2-10d TOE NAILS, W (7" EMBED) (1 EACK SIDE) FS FLOOR SHEATHING -------- __ - I I PL �',n n r x41 x0 –9 n 0 C3 PONY WALL, 2x4016 )ro EXP ANCHOR Or I I EXISTINGSTUD GRADE SPF vii STEM WALL ® 32" OC w I I GARAGE SLAB W EXISTING W EXISTING FLOOR JOIST I I 7�"o EPDXY ANCHOR 00 STEM WALL a \\\i\\\i\\\�� r\\\i\\\i\\\\\\`��\ (TYP 2 PLACES) � r, Z TUBE POST BASE PLATE Q Cr o EXISTING FOOTING 1 W 0 n EXISTING FOOTING EXISTING FOOTING D W FS 5 SECTION 6 SECTION 7 SECTION 8 DETAIL � NTSS3.1 S3.1 SCALE: SCALE: NTS Z S3.1 SCALE: NTS SCALE: NTS S3.1 . Z w z W 0 CMU WALL, SEE ARCH e AB ® 24" OC 9" AB ® 24" OC (7" EMBED) (7" EMBED) FOR WALL REINF, DECK FRAMING, SEE GEN NOTES DECK FRAMING, SEE PLAN WWF, SEE PLAN I U_ SEE PLAN Z a w n- T S AB EL, �NGTO� � '.• 'SCE.R '•� 0 — — — — — — — — — SEE PLAN Cr,•• �ls�•.,G a #5®48" #5®48" EQ EQ CMU WALL Z o BEYOND $g \A :S I 2x6 BLOCKING l a ® 24" OC * °T/F ` G EL v \ i\\i\\�� n SEE PLAN 8 WWF, SEE PLAN 5 -FILL ALL CELLS o �© ••�` ••'�,� N FILL ALL CELLS BELOW GRADE .I '�' •o � •'� W BELOW GRADE S'j ''•••�_�� o �- z 3-#5 CONT W/J " 0 3 CLRff77, / .. 0 #3036" TRANSV TYP Ckf cn z 3" CLR 3" CLR 2'_6• W TYP TYP F_ 2�-0" 29_On DATE: 9.30.2013 cn � I N 33®36COTRA SV z 3-#5 CONT W/ #3®36" TRANSV # TYPICAL FOOTING SLAB @OPENING SECTIONS ir in N Ln AND FDETAILS N - SECTION 12 N – SCALE: NTS @ 9 SECTION 10 SECTION SCALE: NTS S3.1 SCALE: NTS S3 . 1 N 53.1 0 E 1 • Renovations for the: FASTENER SCHEDULE 2 CONVENTIONAL ROOF FRAMING SCHEDULE 12d ® 1s oc 12d ® 1s OC STAGGERED Gooden ; STAGGERED EA SIDE EA SIDE & EA PLY I1 CONNECTION Residence ' M TRUSS/RAFTER (AT 24- OCMAX) MAXIMUM SPAN CLIP / STRAP { a LOCATION FASTENER (1) OR STUD POST PLATE&DN o GUEST HOUSE V) -- 2x4 7'-0" H3, H5 OR TS9 . -_00 a at 227 Beach Avenue F ROOF RAFTER (2) --PER APPLICABLE SECTIONS 00 ,- " - - 12 Atlantic Beach,Florida E ir 2x6 99-6" 2-H3, 2-H5 OR TS 12 00t 0 2x8 12'-0" 2-H3, 2-H5 OR 2-TS9 o Architecture by: (n 16d AT 16" OC EA TOP PLATE CLIP AT EXT SP2 ® 32" 6-10d TO STUD _ 2x10 14'-0" 2-H8 OR 2-TS9 EDGE, STAGGERED o -10d TO PLATE z DOUBLE 2x TRIPLE 2x 6 WALLS & INT WALLS W/ ROOF BEARING 2x12 1T-0" 2-H8 OR 2-TS12 2'-0" o w FLOOR TO FLOOR STRAP CS18 ® 32" 11-8d EA END - NOTES: 1'-0" 1'-0" f ARCHITECTURE 13- AT EXT WALLS & INT e ROOF BEARING 1) USE THIS SCHEDULE FOR AREAS NOT FRAMED WITH ROOF TRUSSES. N Lane Architecture, P.A. WALLS W/ 2) ALL CONNECTORS LISTED ARE SIMPSON STRONG-TIE. ® ® 1022 Park Street, Suite 205 GROUND FLOOR SILL PLATE SP1 ® 32" 6-10d TO STUD _ o W CLIP AT EXT & INT WALLS 4-10d TO PLATE EA�EDGE, STAGGERED o Jacksonville, Florida 32204 w w ROOF BEARING 3 HEADER SCHEDULE7M 904.355.9020 x / (FOR SINGLE STORY BUILDINGS) Z J. Lane, Reg. No. AR 12715 a_ i w SILL PLATE TO FOUNDATION Xz"O ANCHOR BOLT W/ 2x2A" LOCATION HEADER 4-2x iv V_eO BOLT AT 24" OC E EACH EDGE, STAGGERED 1X" Structural Engineering: SLAB OR CMU WALLS (4) (5) PL WASHER OR "MAS" ® 32" 2-2x STUDS 3-2x STUDS McVeigh & Mangum o INTERIOR 2-2x12 1X Engineering, Inc. LOAD BEARING 9133 R. G. Skinner Parkway NOTES: 1) ALL CONNECTORS LISTED ARE SIMPSON STRONG-TIE, UON. Jacksonville, Florida 32256 F OTHER MANUFACTURERS MAY BE SUBSTITUTED. NAIL SIZE AND SPAN < 4'-6" 2-2x8 BUILT-UP BEAMS BUILT-UP COLUMNS/STUDS 904.483.5200 U NUMBER SHALL BE IN ACCORDANCE WITH MANUFACTURERS CATALOG. EXTERIOR EB 6330 ROOF TRUSS CLIPS SHALL BE SELECTED TO PROVIDE THE UPLIFT n SPAN < 6'-0" 2-2x10 Engineer of Record y _ x RESISTANCE SHOWN ON THE ROOF TRUSS SHOP DRAWINGS. Carrington McVeigh, PE# 30692 w 5 2) IN ADDITION TO SHEDULED HOLD DOWN, PROVIDE 2-8d TOE NAILS. NOTES: 4 DETAIL DETAIL 0 3) EMBEDMENT OF BOLTS SHALL BE AS FOLLOWS: 1) USE THIS SCHEDULE ONLY FOR HEADERS �-i SCALE: NTS S4.1 SCALE: NTS CLIPS AT TOP AND W AND BEAMS THAT ARE NOT CALLED OUT CLIPS AT TOP AND BOTTOM OF STUDS I D BOLT TYPE Ni"o g"o ON PLAN. BOTTOM OF STUDS PER PER FASTENER SCHEDULE z EMBEDDED ANCHOR 7" 12" 2) ALL HEADERS AND BEAMS SHALL BE FASTENER SCHEDULE a EPDXIED THREADED ROD 6" 7ki" FASTENED TOGETHER AS PER w EXPANSION ANCHOR 6" NOT PERMITTED DETAIL 4/S4.1 ROOF CL uj a 4) AT INTERIOR WALLS, Vo EXPANSION BOLTS MAY BE SUBSTITUTED. AT EXTERIOR CL SUPPORTED CL SUPPORTED CL SUPPORTED CL SUPPORTED MEMBER MEMBER MEMBER MEMBER I (n WALLS, Vo THREADED RODS EPDXIED INTO THE SLAB MAY BE SUBSTITUTED. I I ONE HEADER STUD 3 2X" " 2N'" A 5) SEE SHEARWALL SCHEDULE FOR SILL PLATE ATTACHMENT AT SHEARWALLS. MAX A F q MAX 2 " TWO HEADER STUDS TWO FULL HGT STUDS & THREE FULL v ' ' ONE STUD AT OPNGS (2)CS18 STRAP HEIGHT STUDS M LESS THAN 4' ® UPPER FLOOR (3)CS18 ® UPPER � ) FLOOR ONLY EDGE OF SHEARWALL ONLY = o OR DECKING _' a UP TO 6' a OVER 6' . . . . . . . . . . . . �- �w �o Vo 9 (n - i 00 00 a GYPSUM BOARD OR ' _ x a w z PLYWOOD PANEL _j m _j m 0 w A _ , ELEVATED ELEVATED FL C oSECTION A-A SECTION A-A I ►- . . . . . . . . . . . . .. . . . BOLTED DOUBLE ANGLE CONN BOLTED SINGLE ANGLE CONN (n NAIL SPACING ® FLOOR TO FLOOR STRAP SUPPORTED EDGES, " " " x.r w SEE NOTES OR 2X 2X ?�� AT EACH FULL M SCHEDULE PANEL EDGE TYP HEIGHT STUD (TYP) (1)CS20 STRAP TWO HEADER STUDS (1)CS20 STRAP ^ a BLOCKING A , & THREE FULL LOWER FLOORS I' PROVIDED muz'�: ' ONE HEADER STUD HEIGHT STUDS zSUPPORTING MEMBER EDGE z 1. TWO FULL HGT STUDS UP TO 6 OVER 6N STUDS, ROOF TRUSSES, a2. OR FLOOR JOISTS a TYP ALL SINGLE M �131_ CONN TYPES 4. �nNAILING TO INTERMEDIATE Y4 _ PL 4fe 5 i GROUND D SUPPORT IS 12" OC MAX, UON • FLOOR 4" CONN TYPE--// YPE 6. SUPPORTED NOTES: MEMBER (2)SPH STRAPS g" DTT2 HOLDDOWN w/ CLIP AT BOTTOM 1) FLOOR AND ROOF SHEATHING SHALL BE STAGGERED SINGLE PLATE CONN CONN ANGLE OR PL 7, )i"o THREADED ROD OF STUDS SEE Z AS SHOWN WITH LONG DIRECTION OF PLYWOOD TRANSVERSE TO TRUSSES OR JOISTS. ANCHOR BOLT AND WASHER EPDXIED INTO SLAB FASTENER SCHEDULE z 2) UNSUPPORTED (UNBLOCKED) PANEL EDGE. PROVIDE WITHIN 6" OF OPENING zic W BLOCKING IF REQ'D BY NOTES OR SCHEDULE. CONNECTION TABLE SHEARWALL HOLDIF OPENINGSDOWN CONTROLS zSTRAPPING REQUIREMENTS AT WALL OPENINGS zLi DOUBLE & SINGLE PLATE FACTORED (TO BE INSTALLED) NAILING REQUIREMENTS FOR FLOOR, SINGLE ANGLE CONNECTION LOAD CAPACITY MINIMUM CONN CONNECTION SUPPORTED NOTE: AT OPENINGS OVER 6 PROVIDE 2 STUDS UNDER HEADER. STUDS FULL HEIGHT 0 TYPE - EACH SIDE OF EXTERIOR OPENINGS SHALL EQUAL ONE HALF THE NUMBER OF a ROOF DECK & SHEARWALL DOUBLE SINGLE SINGLE MEMBER SIZE STUDS INTERRUPTED BY THE OPENING ROUNDED UP (I.E., IF 5 STUDS ARE SIZE LENGTH SIZE LENGTH ANGLES ANGLE PLATE INTERRUPTED BY THE OPENING PROVIDE 3 FULL HEIGHT STUDS EACH SIDE OF C DETAIL " " " " D ETAIL THE OPENING IN ADDITION TO THE STUDS UNDER THE HEADER). g 7 L4x3X 1 -8X PL 4fe x4 1 -9 217k 112k 108k W36, W33 9 SCALE: NTS 6 L4x3X 1'-5X" PL %"x4" 1'-6" 176k 93k 89k W30, W27 S4.1 SCALE: NTS U_ 5 1_40X 1'-2X" PL We"x4" 1'-3" 112k 74k 81k W24, W21 0 0 4 L4x3X 11X" PL 4fe"x4" 1'-0" 64k 55k 62k W18, W16 4'-0" MINIMUM LAP 0 3 L4x3X 8X" PL 4fe"x4" 9" 39k 35k 39k W14, C15, W12, C12 GTON a 7 STUD SCHEDULE LE, " " " SPLICE BOTTOM SPLICE �N.••••••••.MC` H 8 CEILING 2 L4x3X 5X PL % x4 6 23k 18k 23k W10, C10, W8, C8 PLATE OVER STUD ••' _eENS�•••.F � (FOR 3 STORY BUILDING WITH ) z - - - C6 WT .y a INTERIOR 1 L6x4x�6 2X - 16k W LOCATION EXTERIOR (4) LOAD BEARING ' s NOTES. $ .3 92���q 2x4 ® 16" 2x4 ® 16" • i N 1ST FLOOR #1/#2 SPF STUD GRADE SPF IN SINGLE SHEAR = 15.9 KIPS.1) CONNECTION BOLTS SHALL BE %70 A325-N BEARING TYPE. BOLT LIMIT STATE Q A TE ••��� f 2x4 ® 16" 2x4 ® 16" 2) CONNECTION ANGLE THICKNESSES: 90,x:• .� .. z 2ND FLOOR STUD GRADE SPF STUD GRADE SPF %6 FOR DOUBLE ANGLE CONNECTIONS TYPE 2 THROUGH 7. Fs4�� NA1.� % FOR SINGLE ANGLE CONNECTIONS TYPE 2 THROUGH 7. � l 2x4 ® 16" 2x4 ® 16" 3) BOLTED/WELDED SINGLE AND DOUBLE ANGLE CONNECTIONS MAY BE USED PROVIDED 3RD FLOOR STUD GRADE SPF STUD GRADE SPF THAT THE WELDS ARE SIZED TO RESIST THE LOADS SHOWN IN ACCORDANCE WITH ? AISC STANDARDS. AL f NOTES: 4) SINGLE PLATE CONNECTIONS ARE BASED ON FLEXIBLE CONNECTIONS W/STANDARD HOLES. � N 1 SYP DENOTES SOUTHERN YELLOW PINE. 5) SINGLE PLATE/STIFFENER CONNECTIONS MAY BE REQUIRED AT CERTAIN LOCATIONS. IN DATE: 9.30.2013 2 SPF DENOTES SPRUCE-PINE-FIR. (SYP MAY BE SUBSTITUTED) SUCH CASE, THE SINGLE PLATE SHALL EXTEND THE FULL DEPTH OF SUPPORTING MEMBER 2-16d AT 4" OC (24-16D TYPICAL STUDS z ) " WITH SUITABLE WELD CAPABLE OF RESISTING THE LOADS SHOWN. MINIMUM EACH SIDE 3) INTERIOR NON LOAD BEARING STUDS SHALL BE 2x4 ® 24 STUD GRADE SPF. OF EACH SPLICE) N 4) AT 2x6 EXTERIOR WALLS, USE 2x6016" STUD GRADE SPF STUDS. SECTIONS - BEAM TO GIRDER & BEAM /GIRDER TO COLUMN CONNECTIONS TYPICAL TOP PLATE SPLICE AND I N DETAILS i M N 0 8 DETAIL t***ID ETAIL S4.1 SCALE: NTS N S4.1 SCALE: NTS S4401 v I 4 fI Renovations for the: r TOP PLATE CLIP O o d e n � SEE FASTENER SHEARWALL SCHEDULE SCHEDULE 1/S4.1 o NAILING HOLD DOWN EACH END(4) Residence SHEAR- SHEATHING BLOCKING # END SILL PLATE FLOOR EDGE INTERMEDIATE -STUDS SEE GUEST HOUSE WALL(1) TYPE SIZE SPACING SPACING REQUIRED ® SLAB (4) ® FLOOR POST STUDS ATTACHMENT (5) STUD SCHED SEE NOTE 1 p z 7 16" OSB " " HDQ8—SDS3 of ?/??. at 227 beach Avenue F SW33 GROUND / 8d 3 12 YES OR - 3 1/2"0 A. BOLT Atlantic Beach Florida a 2ND OR 3" 12" YES HDU11-SDS2.5 3-CS14 3 ® 16" p SEE NOTE 1 a PLYWOOD W/ 4 END STUDS Architecture by: Cn SW3* GROUND 7/16" OSB OR 8d 3" 12" YES HDQ80-R DS3 _ 4 1/2"0 A. BOLT iE ONLY PLYWOOD - - - - - ® 8" IL U_ HDU11-SDS2.5 � I U_ (EACH FACE) >-SEE NOTE 2 LA N o SEE NOTE 1 cnL o Uj NAILING ® 2ND FLOOR IF SHEARWALL REFERENCE HAS A DASH OR NO �` CONNECT SHEATHING AT NE � FLOOR TO TRUSSES WITH SAME ARCHITECTURE NAILING ® 1ST FLOOR 2ND DESIGNATION THEN NO SHEARWALL IS Q NAILING AS WALL BELOW REQUIRED AT THE CORRESPONDING FLOOR. FLOOR STRAPS F5 SEE FASTENER Lane Architecture, P.A. NOTES: SCHED 1/S4.1 1022 Park Street, Suite 205 1) SEE PLANS FOR SHEARWALL LOCATIONS. SEE NOTE 1 Jacksonville, Florida 32204 w I 2) SEE ELEVATION 2/S4.2 FOR TYPICAL SHEARWALL ELEVATION. SEE DETAIL 6/S4.1 FOR TYPICAL z 904.355.9020 I w SHEARWALL NAILING PATTERNS. a 3) ONLY ONE HOLDDOWN IS REQUIRED AT INTERSECTING OUTSIDE CORNER SHEARWALLS WHICH J. Lane, Reg. No. AR 12715 Uj HAVE A COMMON END POST (USE LARGER HOLDDOWN). W 4) V'0 ANCHOR BOLTS SHALL BE EMBEDDED A MINIMUM OF 7" INTO THE SLAB. AT INTERIOR WALLS 11 11 SEE NOTE 2 Structural Engineering: NOT LOCATED ALONG THE EDGE OF THE SLAB, X"O EXPANSION BOLTS EMBEDDED 4" MAY BE ~ SUBSTITUTED FOR CAST-IN-PLACE ANCHOR BOLTS. AT EXTERIOR WALLS, Y2"m BOLTS EPDXIED SEE NOTE 1 McVeigh & Mangum INTO SLAB MAY BE SUBSTITUTED. o Engineering, Inc. o CONNECT SHEATHING AT 9133 R. G. Skinner Parkway GLj_ SILL PLATE CLIP, TRUSSES WITH SAME Jacksonville Florida 32256 z SEE FASTENER NAILING AS WALL BELOW I 904.483.5200 z SCHEDULE 1/S4.1 EB S o� 30 SEE NOTE 1 Engineer of Record LU o SEE NOTE 2 SEE NOTE 3 Carrington McVeigh, PE#30692 o SEE NOTE 2 LU t a SEE PLAN o — W a ELEVATION TYPICAL SHEARWALL ELEVATION w a SCALE: N TS 3 a NOTES: 1) END POST REQUIREMENTS AT SHEARWALLS, SEE SHEARWALL SCHEDULE 2) HOLD-DOWN ANCHORS OR STRAPS AS SPECIFIED IN THE SHEARWALL SCHEDULE FOR .EACH END OF SHEARWALL. 3) 9QTT0M SILL PLATE TO FOUNDATION CONNECTORS AS SPECIFIED IN THE SHEARWALL SCHEDULE. i o HOLE IN TOP PLATE 4) SEE STRUCTURAL PLANS FOR SHEARWALL LOCATIONS. I 1:� / i N ROOF OR FLOOR TRUSS F- in SHEAR WALL PROVIDE _ a SIMPSON MSTI36 STRAP EACH 0 SIDE WHEN HOLE EXCEEDS 2" _ o DBL TOP PLATE IN 2x4 PLATES AND 3Y4" IN o w 2x6 PLATES TOP PLATE lo w' N " o - i o o o � ol U (n TYP WALL STUD LU W ADD STUD UNDER TRUSS / WHEN HOLE IN TOP PLATE11-1 a EXCEEDS WO 2x STUD ' I in N TYP WALL STUD BOARD HOLE MAX X a DIAMETER, SEE TABLE ' 0 0 o L " MIN J TO EDGE " MIN o TO EDGE w (n TYP STUD W SPACING HOLES & NOTCHES IN WALL STUDS �o z HOLE SIZE NOTCH SIZE ~o ao J J STUD zz�3 I SIZE EXT OR INT NON—LOAD EXT OR INT NON—LOAD W 0 o 0 Li BEARING BEARING BEARING BEARING v �` z 0 0 Q¢ SILL PLATE o w z Ir w 2x4 1%"o 2)46"o �" 1 " z a.¢°° irwD a 2-2x4 2/(6"0 * 2Yi6"0 IF HOLE IS GREATER THAN TABLE VALUE .183� FOR SINGLE STUD, THEN STUD MUST BE 2x6 2 76"o 3X 0 1 " 2%6" DOUBLE AND NO MORE THAN TWO SUCCESSIVE STUDS ARE DOUBLE AND SO BORED. SEE 2-2x6 3Aeo * 34"0 1%" 2&" BORED HOLES SHALL NOT BE TABLE FOR MAX DIAMETER FOR DOUBLE STUD U_ LOCATED IN THE SAME CROSS 0 SECTION OF CUT OR NOTCH > * IF MORE THAN TWO SUCCESSIVE PAIR OF STUDS IN STUD EXCEED VALUE FROM TABLE. NOTCH MUST NOT Li HAVE HOLES, MAX HOLE SIZE SHALL BE SAME AS A ETON CL SINGLE STUD MEMBER. '**NN0 NOTES: ��;•��f;,ENS+E'•'sF z 1) IF HOLE SIZE EXCEEDS VALUE �:• ��y j Li FROM TABLE, PROVIDE SIMPSON HSS STUD SHOE. .3087, L 3 DETAIL T OF .:• U_ S4.2 SCALE: NTS •�• •��R10P•.���� F z S � w ONA� ir z Li to N DATE: 9.30.2013 z 3 � Q N Q �, SECTIONS AND DETAILS N N f 0 O M N I O � I M N O S4 * 2 I E t Renovations for the: j Gooden 0 denceX: Resp .GUEST HOUSE z o at 227 Beach Avenue F WALL STUD WALL SHEATHING Atlantic Beach,Florida (If 12d®6" 0 " Architecture by: i (nFLOOR TO FLOOR SILL PLATE FLOOR SHEATHING WALL STUD STRAP. SEE FASTENER SCHEDULE FLOOR SHEATHING CS22 STRAP 12d®6" WALL SHEATHING FLOOR JOIST, I SEE PLAN _zot FLOOR SHEATHING 12d®6 N FLOOR JOIST, FLOOR BLOCKING BETWEEN FLOOR ir� �T FLOOR TO FLOOR CS22 STRAP SHEATHING STRAP. SEE FASTENER SEE PLAN 10d®3" OF SHEARWALLSTS FOR �(ORE R TO 2 PIECES OF BLOCKING ARCHITECTURE z RIM JOIST FLOOR JOIST, SCHEDULE RIM JOIST W/4-12d ( i NAILS INTO I I , END OF SEE PLAN EXISTING FLOOR JOIST—] JOIST MAY BE OMITTED FOR% Lane Architecture, P.A. ATTACH EXISTING JOIST BEAM, SEE PLAN RIM JOIST. ATTACH MECHANICAL DUCTWORK, 1022 Park Street, Suite 205 o BLOCKING BETWEEN JOISTS. TO BEAM W/LUS28 AT W/3-12d NAILS IF REQUIRED) Jacksonville, Florida 32204 N ATTACH W/3-12d EACH END w SINGLE JOISTS AND W/ ATTACH FLOOR JOIST 904.355.9020 a LUS28-2 AT DOUBLE TO TOP PLATE W/A34 CLIP W ATTACH BLOCKING TO JOISTS ATTACH EACH PIECE J. Lane, Reg. No. AR 12715 w TOP PLATE W/A34 CLIP DOUBLE TOP PLATE OF BLOCKING TO TOP I Structural Engineering: ' CLT BELOW W2—A34 SHEARWALL McVeigh & Mangum 0 DOUBLE TOP PLATE SHEATHING Engineering, Inc. 9133 R. z Jacksonville, 2256 0 li o 904.483.5200 0 EB 6330 Engineer of Record 1 SECTION SECTION r,3 SECTION Carrington McVeigh, PE#30692 S � S5.1 SCALE: NTS S5.1 SCALE: NTS S5.1 SCALE: NTS SCALE: NTS S5.1 D Q STAIR TREAD I � ' w _ a 3 f CUT 2x12 I " STAIR STRINGER (TYP) SECOND FLR STUD ABEARING WALL. BEARING WALL. a STRAP STUD TO BEAM z FOR 0 BEAM AND HBEAMSEE PLAN AND / SEE PLAN AND o ATTACHMENT TO JOIST, GENERAL NOTES W SIMPSON H6 STRAP GENERAL NOTES w EXISTING SEE SECT 8/S5.1 " FLOOR JOIST 12d06 FLOOR SHEATHING r12dC�D6" M o FLOOR SHEATHING EXISTING ~ FLOOR JOIST jxWALL SHEATHING I , w 9" AB ® 24" OC I m " T STEEL EL J WALL STUD (7EMBED) (MATCH EXISTING) = LUS210 LUS210 SEE PLAN PT 2x8 NAILER ATTACH EACH CONT 2x6 NAILER. cn HANGER HANGER JOIST TO NAILER ATTACH FACE OF DOUBLE I z W 2—X'O THROUGH BOLTS JOIST OR BEAM EXISTING W/H3 CLIP / a BEAM, FLOOR SHEATHING BEYOND 2-2x4 BEAM. o SEE PLAN FIRST FLR ATTACH AT EACH END W/LUS24-2 HANGER U_ W—BEAM, SEE PLAN. Uj I O V) SUPPOR REMOVETEX SITINGGSTEEFRALIIBEAM, w � EXISTING EXISTING NEW BEAM,SEE PLAN AND REPLACE WITH BEAM CMU WALL FLOOR JOIST INDICATED 5 SECTION 6 SECTION 7 SECTION 8 SECTION SCALE: NTS S5.1 S5.1 z S5.1 SCALE: NTS S5.1 SCALE: NTS SCALE: NTS c� z w Li z w D � a I c=a f w o WALL WHICH PENETRATES SEE PLAN SEE PLAN I � CANTILEVER BALCONY PARTIAL BOARD SHEATHING w lOd®6" CANTILEVER BALCONY 0 FRAMING SEE PLAN ON PARTIAL BOARD SHEATHING FRAMING, SEE PLAN „uw o FLOOR DECKING " 10d®6" FLOOR DECKING " •' z 12dC�6 DIAGONALLY SHEATHED 1 x 12d__ 5 SHEATHING _"• N 692 `�•�s w —2x8 BLOCKING �� ! cn * f xx x xxxxxx O x x > x x ATTACH BALCONY ATTACH BALCONY JOIST �s' VFLOOR FRAMING S� L oNA � RIM JOIST. ATTACH JOIST TO EXISTING EACH SIDE OF EXISTING ' En ® EACH JOIST W FLOOR JOIST W SEE PLANJOIST. / ® EACH JOIST W/ FLOOR JOIST W/6-10d NAILS 3-12d NAILS EACH SIDE. SPACE NAILS 4„ OC CNw 3-12d NAILS 6-10d NAILS HORIZONTALLY AND STAGGER BLOCKING BETWEEN FLOOR NAILS ON OPPOSITE SIDE JOISTS. MATCH FOR CANTILEVER BLOCKING BETWEEN FLOOR DATE: 9.30.2013 3 BALCONY JOIST JOISTS. MATCH FOR CANTILEVER Of BALCONY JOIST to f `n SECTIONS AND MCNIDETAILS 0 M 9 S ECTION10 DETAIL t'0'071SECTION � N S5.1 SCALE: NTS S5.1 SCALE: NTS S5.1 SCALE: NTS O OS5 ,91 L i Renovations for the: I Gooden Residence 0 GUEST HOUSE V, BLOCKING BETWEEN z Cat 227 Beach Avenue CANTILEVER JOISTS. k O ROOF SHEATHING ATTACH W/4-12d TOE a CUT EXIST RAFTERS NAILS IN EACH END SEE PLAN Atlantic Beach,Florida X FOR BEAM INSTALLATION ROOF RAFTER, af SEE PLAN ROOF SHEATHING „ EXISTING ROOF RAFTER 8d®6 Architecture by: Ln H2.5A CLIP AT 16" OC MAX SEE ARCH EXISTING RIDGE BEAM � xxx AT EACH RAFTER CANTILEVERED ROOF CONT 2x4 REMOVE EXISTING ROOFING EXISTING ROOF ROOF SHEATHING, RAFTER, SEE PLAN 8d®6" x x x z DOWN TO RAFTERS AND APPLY RAFTER SEE GEN NOTES I x x NEW ROOF SHEATHING. SEE EXISTING ROOF 6-12d TOE NAILS 2 GENERAL NOTES TRIM OFF EXISTING RAFTER (3 EACH SIDE) new. RAFTER TAIL / ARCHITECTURE f z H2.5A xxx xxx xx TOP PLATE CLIP, SEE ATTACH CONT RAFTER Lane Architecture, P.A. FASTENER SCHED x x x x x x ———————————— x x TO MAIN ROOF RAFTER 1022 Park Street, Suite 205 DOUBLE TOP PLATE CLIP. W/9-12d NAILS o TOP PLATE SEE FASTENER SCHED Jacksonville, Florida 32204 ATTACH RAFTERS TO `—DOUBLE TOP PLATE MAIN ROOF RAFTER, 904.355.9020 w WALL STUD,—/— BEAM FACE OF BEAM W/ AT EACH PAIR OF RAFTERS SEE PLAN CL SEE GENERAL SEE PLAN U210 HANGER WITH ADD 2x6 COLLAR TIE AS SHOWN. 2x6®24 PORCH LUS26 J. Lane, Reg. No. AR 12715 2-2x12 CEILING JOISTS w NOTES SLOPED SEAT NEW ATTACH W/ 6-12d NAILS IN STRAP CANTILEVER RAFTER TO w RIM JOIST. ATTACH WALL STUD, EACH END CONT 2x4 LEDGER. SUPPORT STUD W/CS16 STRAP Structural Engineering: W/4-12d NAILS SEE PLAN ATTACH AT SUPPORT McVeigh & Mangum o STUDS W/3-12d NAILS LTP5 ® 24" OC Engineering, Inc. iE 9133 R. G. Skinner Parkway NOTE: 2x4 SUPPORT STUD. Jacksonville, Florida 32256 i z PROVIDE BIRDS MOUTH OR WEDGE SHAPED DOUBLE TOP ATTACH TO SIDE OF F BEARING PLATE AT BEARING CONDITIONS. pLA 904.483.5200 MAIN RAFTER W/ D 6 -12d NAILS EB 6330 0 H2.5A Engineer of Record 1 SECTION 2 SECTION 3 SECTION 4 SECTION Carrington McVeigh, PE#30692 oLLISCALE: NTS S6.1 SCALE: NTS S6.1 SCALE: NTS S6.1 SCALE: NTS S6.1 z o I w i I � CL 2x6 RIDGE BEAM ATTACH RAFTER TO I a 2x4®24" TOE ^NAILS W/3-12d 3 #1/#2 SPF \ ROOF RAFTER x : : x `—' ROOF SHEATHING 2x4 COLOR TIE. 12d®6„ ATTACH RAFTER TO ATTACH ATEA VD � CEILING JOIST WITH W —1 d NAILS 3-12d NAILS 2-8d®3" rx x x SEE SECT 4/S6.1 J ROOF SHEATHING z " ROOF SHEATHING H5 CLIP 1 —0 „ CANTILEVERED ROOF 2x4®24 WALL SHEATHING RAFTER. SEE PLAN a MAX RSP4 TOP PLATE CLIP, / w AT EACH STUD #1/#2 SPF I \ CEILING JOIST 2x4®16" STUD 0 12d®12 SHEATHING SHALL BE GRADE SPF STUDS , BEAM, SEE PLAN. i CONTINUOUS UNDER1 xx ATTACH AT EACH END NON—FUNCTIONAL PORTION I +------- xW/LUS28 OF DORMERS —2 HANGER ROOF SHEATHING 2-12d ® EACH / ATTACH CANTILEVER in EXISTING ROOF 2-2x4 BEAM RAFTER w \ RAFTER TO BEAM W/ I M WALL STUD. SEE PLAN \ / 2—A34 CUPS a AND GENERAL NOTES (n S20 AT TS12 AT ROOF RAFTER, �S z EACH STUD EACH SEE PLAN EE 4/S6.1 STUD o BEAM cn SEE PLAN 2-2x4®24" O.0 1 w 0 w LUS24-2 Znw TYPICAL DORMER SECTION l S SECTION 6 SECTION SECTION z S6.1 SCALE: NTS S6.1 SCALE: NTS S6.1 SCALE: NTS z I f L w w !, z w I � I I I z I � _ I 0 a 4�•••'•EN �` �' NGTON �y, • G S • O • Z _ NO • ¢ LdA Ld LL. Op` z Li I 111 N z W o DATE: 9.30.2013 rn z I i � � SE N (n CTIONS AND DETAILS M I � O M O C) S6 . 1 C L it II II I V