1767 W PARK TERR BATH SCRN RM STRUCTUMIL NOTES: WILLIAM LEUTHOLD
MEANS AND METHODS: ON FOUNDATION PLAN.IF FOOTING SIZE OR LOCATION IS NOT DEFERMINED ON PLAN THEN CONTACT ARCHITECT INC.
THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, ENGINEER OF RECORD(EOR)
METHODS,TECHNIQUES,PROCEDURES,OR SEQUENCES;FOR THE ACTS OR OMISSIONS OF THE UNLESS OTHERWISE NOTED ON DRAWINGS,MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3'IN 2742 HERSCHEL STREET
ADDITIO,N 0 RESIDENCE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE.IN ALL CONTINUOUS FOOTING5,PROV,JE#3 @ JACKSONVILLE, FLORIDA332205
CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 48"O.C.OR ROD CHAIRS.PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR 389-5456 FL. CORP. AA2755
CONCRETE ELEMENTS BY INSTALLING CORNER BARS,MINIMUM OF 40 BAR DIkMETERS INTO EACH ELEMENT.
LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: SPLICES IN REINFORCING,WHERE PERMITTED,SHALL BE 48 BAR DIAMETERS
THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE LIMITED TO THE FOLLOWING:
CONTINUOUS LOAD PATH FOR WIND UPLIFT,WOOD PANEL SHEARWALLS,WALL FRAMING AND REQUIRED WOOD FRAMING SPECIFICATIONS: ROOF LOADING
ELAINE AND JOHN PACE m SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF FRAMING.ITEMS NOT DESIGNED PRE-ENGINEERED ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WI'fH MASONRY,CONCRETE OR SOIL SHALL BE
WOOD FLOOR AND ROOF TRUSSES,FLOOR FRAMING NOT SPECIFICALLY ADDRESSED,TRUSS-TO-:-RUSS PRESSURE-TREATED.PT LUMBER INDICATED IN SECTIONS PRESERVED WITH SODIUM BORATE(DOT-DISODIUM TOP CHORD LIVE LOAD: 20 psf
CONNECTION,AND ANY ARCHITECTURAL,MECHANICAL OR ELECTRICAL SY3TEM. OCTABORATE TETRA HYDRATE).IF HOWEVER,ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS TOP CHORD DEAD LOAD: 7 psf(ARCH SHINGLE-3)
ou
ta USED,ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED.IF ACZA PRESERVATIVE IS USED,ALL
DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL DOCUMENTS,UNLESS PLANS HAVE BEEN ATTACHED FASTENERS SHALL BE STAINLESS STEEL. BOTTOM CHORD LIVE LOAD: 10 psf
130 REVIEWED FOR CODE COMPLIANCE. BOTTOM CHORD DEAD LOAD: 5 psf
1767 PARK TERRACE WEST ROOF COVERING SPECIFICATIONS:
125 MATERIAL SPECIFICATIONS- THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING DEFLECTION CRITERIA
HARDWARE AND ANCHORS: SYSTEM.
ATLANTIC BEACH , FLORIDA I-io ANCHOR BOLTS&THREADED ROD:SHALL BE IN ACCORDANCE WITH ASTM A 307 ORASTM F 1554 GRADE 36. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE ROOF FR\MING:LIVE LOAD U240 TOTAL LOAD L/1180
WASHERS:SHALL BE IN ACCORDANCE WITH ASTM A500(GRADE B). MANUFACTURER'S REQUIREMENTS.
NUTS:SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING FLOOR FRAMING:LIVE LOAD L/360&TOTAL LOAD L1240
z
125 METAL CONNECTORS:ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GAJ.VANIZED. AND VALLEY MATERIALS.
RETROFIT REBAR/ROD INSTALLATION:EMBEDMENT OF RODS OR REBAR DOWELS SHALI BE 12 BAR DIAMETER
CODESUMMARY: SITE COVERAGE: m
LIST OF DRAWINGS : -295 MINIMUM, HOLES SHALL BE-4-LARGER THAN REBAR SIX AND-2"LARGER THAN THREADED ROD SIZE.(U.O.N.) FLOOR SHEATHING SPECIFICATIONS WIND LOADING
1,DESIGNED PER FLORIDA BUILDING CODE, PROPERTY AREA: 14,820 S.F. ANCHORING ADHESIVE: 23/32" T&G OSB OR PLYWOOD SHEATHING,GLUE AND NAIL WITH 10d COMMON @ 6"O.C.EDGE&FIELD T,TRUSSES SHALL BE
EPDXY:RED HEAD A7 ACRILLY ADHESIVE ASCE 7/10 FOR WIND UPLIF
1 .1 SITE PLAN, WALL SECTION EXISTING&RESIDENTIAL,201-0 EXISTING HOUSE: 2,384 S.F. REINFORCING STEEL:SHALL BE ASTM A615,GRADE 60. ROOF SHEATHING SPECIFICATIONS: DESIGNED WITH A MIN.DEAD LOAD CONDITION O�F 5
2.RESIDENTIAL OCCUPANCY:-GROUP R-3 EXISTING PORCHES: 653 S.F. SHINGLE-MIN.-7",24/16,APA RATED OSB OR PLYWOOD SHEATHING,NAILED W/0.1 l3x2"RING SHANK NAILS @ PSF TOP CHORD AND 5 PSF BOTTOM CHORD.
2.1 FLOOR PLAN 3.TYPE V-13 CONSTRUCTION,UNPROTECTED NEW PATIO: 106 S.F. NORTH FOOTING AND FOUNDATIONS: 6"O.C.EDGE&6'O.C.FIELD(AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4"D.C.WITHIN 4'-0"OF ROOF REACTIONS CALCULATED FOR THE BEARING POINTS
4.1 EXTERIOR ELEVATIONS, ELECTRICAL PLAN 4.WIND SPEED:130 MPH '4 NEW SHOWER: 37 S.F. FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES.FOOTING HAVE BEEN EDGE), OF ROOF TRUSSES SHALL BE REDUCED.SPECIFICALLY,
5.WIND IMPORTANCE FACTOR:1 TOTAL BUILDING COVERAGE: 3,180 S.F. PROJECT LOCATION MAP DESIGNED WITH A SOIL BEARING(DESIGN MAXIMUM)OF 2000 PSF.A SOILS INVESTIGATION REPORT IS ATTIC FLOOR LIVE LOADS COMBINED WITH ROOF LIVE
8.1 FOUNDATION AND ROOF FRAMING PLANS 6.WIND EXPOSURE CATEGO'py:C SITE COVERAGE: 21% -:F-INDICATES PROJECT LOCATION RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS.IF THE FOOTING ELEVATIONS SHOWN WALL SHEATHING SPECIFICATIONS: LOADS SHALL BE MULTIPLIED BY 0.75 WHEN COMBINED
OCCUR IN A DISTURBED OR UNSTABLE SOIL,THE ENGINEER SHALL BE NOTIFIED.SOIL SHALL BE FREE OF FLEXIBLE FINISH-MIN.-7",24/16,APA RATED OSB OR PLYWOOD SHEATHING,FASTENED W/8d @ 6"O.C.EDGE W/DEAD LOAD.
ORGANIC MATERIAL AND COHESIVE(CLAY)SOILS.SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A AND 6"O.C.FIELD.SHEATHING MAYBE
MIN.OF 95%MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1657. INSTALLED HORIZONTALLY OR VERTICALLY.FLEXIBLE FINISH WALLS INCLUDE:WOOD,CEMENT,OR VINYL
GENERAL NOTES: FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION.FOR GENERAL FEATURES,CONDUITS, SIDING,HARDI PANEL&BRICK.ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. CITY OF ATLANTIC BEACH,F"
ELECTRICAL EMBEDS,STEP HEIGHTS,ETC.,SEE ARCHITECTURAL PLANS.DO NOT SCALE FOOTING LOT AND SITE REQUIREMENTS
1. ANY AND ALL DEVIATIONS FROM SPECIFIED PRODUCTS MUST BE APPROVED BY THE ARCHITECT. 5. THE CONTRACTOR SHALL PROVIDE SAFE,SUFFICIENT,AND PROPER FACILITIES AT ALL TIMES FOR THE DIMENSIONS AND LOCATION FROM THE FOUNDATION PLAN SHOWN ON S1.0.DO NOT DETERMINE FOOTING STUCCO FINISH-MIN.-7',24/16,APA RATED OSB OR PLYWOOD SH EATHING,FASTENED W/8d @ 6"O.C.EDGE
INSPECTION OF THE WORK"BYjHE OWNER,ENGINEER,AND ALL APPROPRIATE GOVERNMENTAL AND LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN,BUT BY DIMENSIONS PROVIDED AND 6"O.C.FIELD.INSTALL SHEATHING WITH THE LONG DIMENSION PERPENDICULAR TO THE WALL STUDS ZONING DISTRICT: RS-1
2. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO CONTROL DUST AND MUD ASSOCIATED REGULATORY AGENCIES. MINIMUM FRONT YARD SETBACK: 20'
WITH THE WORK OF THIS PROJECT. EROSION CONTROL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR MINIMUM REAR YARD SETBACK: 20'
AND METHOD USED SHALL MINIMIZE ADVERSE ENVIRONMENTAL EFFECTS,PER FDOT SPECIFICATIONS, 6. THE PROJECT SHALL BE CONSTRUCTED TO COMPLY WITH THE FBC 2010.RESIDENTIAL,FOR STRUCTURAL
SECTION 104. DESIGN LOADS INCLUDING APPLICABLE WINDLOADS AND UPLIFT,AND ADOPTED AMENDMENTS AS REQUIRED MINIMUM SIDE YARD SETBACK: 7.5'
BY CITY ORDINANCE. CONTRACTOR SHALL CERTIFY THAT ALL CONNECTIONS HAVE BEEN CHECKED TO 114'-0" MAXIMUM HEIGHT: 35'
3. ALL PROPOSED CONSTRUCTION SHALL BE PURSUANT TO INFORMATION SHOWN ON THESE PLANS AND LOCAL WITHSTAND ALL APPLICABLE LOADS.
CODES. ALL NECESSARY LICENSES AND PERMITS SHALL BE OBTAINED BY THE CONTRACTOR AT HIS EXPENSE MAXIMUM IMPERVIOUS SURFACE AREA: 50%(31%USED)
UNLESS PREVIOUSLY OBTAINED BY THE OWNER.
4. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND UTILITIES ARE NOT GUARANTEED AND SHALL BE
INVESTIGATED AND VERIFIED IN THE FIELD BY THE CONTRACTOR BEFORE STARTING WORK EXCAVATION IN
THE VICINITY OF EXISTING STRUCTURES AND UTILITIES SHALL BE CAREFULLY PERFORMED,BY HAND. THE
CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY DAMAGES TO,AND FOR PROPER MAINTENANCE
PROTECTION OF,EXISTING UTILITIES AND STRUCTURES DURING THE CONSTRUCTION PROCESS. THE
CONTRACTOR SHALL BE LIABLE FOR ANY COSTS ASSOCIATED WITH THE RELOCATION OF TELEPHONE OR GAS
LINES BY THE UTILITY COMPANIES.
20'MINIMUM REAR YARD SETBACK
0 MATCH EXISTINIG-
NEW PATI NEW
EXISTING PORCH WITH NEW SCREENED ENCLO U/RF/x SHOWEk
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9 ; M
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METAL FLASHING 2XIO SYP#2,CEILING JOISTS 16"O.C.
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SEE DETAIL 7/2.1
/'//E ISTING TWO STORY H97U E
12 m
T-0"
UPLIFT CONNECTOR-SEE
STRUCTURAL
X/
2X6 SPY#1 BLOCKING W/
SCREENED VENTS EXISTING DRIVEWAY
EAVE DRIP&P.T.lX2
- - - - - - - - - - - - . . . . . . . . . . . .
2XII0 R.S.CEDAR FASCIA
WILLIAM A.LEUTHOLD AR6902
< I X6 T&G V-JOINT CEILING
I X4 CEDAR TRIM
HEADER-SEE FRAMING PLAN lX6 T&G V-JOINT SYP#2 DECKING L
OVERHANG STING PORCH
EXI
1X CEDAR BEAM CASING
SHORE UP EXISTING BRICK (3)2X1 0 SYP#2 BEAM
VENEER.NEW 44 STEEL ANGLE,
8"MIN.BEARING EA.SIDE 1X CEDAR TRIM ON P.T.6X6 SYP#2 POST
SCREEN IN WOOD FRAME BEYOND
FLORIDA SEAL
REVISIONS: DATE:
20'MINIMUM FRONT YARD SETBACK
co
NEW DOOR
NON-SLIP TILE W1 BULLNOSE DRAWN BY: DATE:
TERRA COTTA TILE @ STEP NON-SLIP TILE MBR 7/28114
SIMPSON ABU66 POST BASE @ P.T. APPROVED BY:
EXISTING SLAB 6X6 POST W/5/8"0 THREADED ROD, WAL
DRILLED 8"&EPDXIED
,dK
EL.2�4' BULLNOSE TERRA COTTA TILE TREAD DRAWING FILE:
PACE 1.1 SITE
rj @ PORCH EDGE
EL.V-21/2'. cl) ADDITION TO RESIDENCE
TILE SKIRT a
114'-0"
'I ELAINE AND JOHN
t 3 1/2"CONC.TOPPING(2,500 PSI)W/6X6
EXISTING CMU FOUNDATION WALL W1.4 X W1.4 WWF OVER EXISTING SLAB
PACE
N
t
EXISTING CONT.10"X 24"
EXISTING CONC.TURNED-DOWN 1767 PARK TERRACE WEST
REINFORCED CONCRETE
MONOSLAB(2,500 PSI)W/2#5 CONT.OVER
FOOTING W/(3)#5 CONT. Fl ATLANTIC BEACH, FLORIDA
6 MIL VAPOR BARRIER ON TREATED SOIL WWI I
PARK TERRACE WEST
R cjo�VLI I'l(" SITE PLAN
SITE PLAN 1NMEVVED FOR CODE WALL SECTION
1"=10'-0"
WALL SECTION 1/1 .1 CITY Of,xrtw
.rlc's2'4'
1/2" 11-01, SEE PC,Rmns FOR ADDI-flo
ilfAL
NORTH RF-�)UIRL,MENIS AND CONDrrioNS,
DATE:
T
4"CONCRETE SLAB ON
GRADE w/6x6 W1.4x WILLIAM LEUTHOLD
WIA WWF OVER 6MIL ARCHITECT INC.
SCREEN ENCLOSURE /-VAPOR BARRIER,OVER
EXISTING NEW BY OTHERS EXISTING NEW TERMITE TREATED
WALL WALL CLEAN COMPACTED FILL 8d COMMON NAILS 2x1 2 OR(2)2x6 OR(2)2x4 SYP#2 LEDGER, 2742 HERSCHEL STREET
DRILL AND EPDXY#4x 16-w/6" AT 3"O.C.UYP) FASTEN TO ROOF FRAMING BELOW JACKSONVILLE, FLORIDA 32205
USE RED! EMBEDMENT @ 24"0.31(MAX) w/4-Y16"x4"LAG SCREWS NAILS 389-5456 FL. CORP. AA2755
Z//
EM� ROOF SHEATHING AT EACH RAFTER.
0
EPCON G! OXY USE RED HEAD EPCON
G5 EPDXY 4"CONCRETE SLAB 0 4 OVERFRAME RAFTERS,SEE PLAN. NOTES:
EXISTING MONOLITHIC GRADE w/6x6 W1.4x R311.3 Landings at doors.
WIA WWF OVER 6MIL
EDGE \-DRILL 6"AND EPDXY
VAPOR BARRIER,OVE R 1-Vx1'-6"HORIZONTAL There shall be a floor or landing on each side of each exterior
T/FTG.EL. TERMITE TREATED DOWEL @ 32-OC(TYP) SIMPSON H3 w/10-8d COMMON door.
MATCH X\ CLEAN COMPACTED F ILL
NAILS FROM RAFTER TO LEDGER
EXISTING 'ed
USE RED HEAD EPCON the exterior side of a door,a landing is not required for the
G5 EPDXY
AND LEDGER TO ROOF MEMBER. Exception:Where a stairway of two or fewer risers is local or,
t!'O'NT'BOTT.REINF.
'ADD(2)#5x3'-O' (SEE FTG DETAILS) 7 EXISTING exterior siae of the door.
CTR'D DRILL&EPDXY 1777 77-77/ ROOF MEMBER.
GROUT(6"MIN.)INTO
EXISTING F-TG. EXISTING MONOLITHIC EDGE TO NEW SLAB INTER.SECTI.ON..
NEW FOOTING TO EXISTING FOOTIN N v W LEDGER AT OVERFRAME RAFTERS_
1/2" V-011 THICKENED SLAB EDG CONN. W/ EXISTING 1/2"=11-0.1
1/2" 11-01, 1/2"=11-01.
9'-2 1/2" 1 V-2 1/2" 9'-2 112" 9'-2 1/2" 5 3/0" 8'-8 1/8" 6-10 1/8"
SIM.AT BOND ---
BEAM.'
NEW8"CMU
OPEN BOTTOM WALL HARCOAL GRAY INSECT
BLOCK, AT MID
SCREEN IN WOOD FRAME
HEIGHT w/#4x2'-O" OPEN BOTTOM
EMBED 4"INTO EXISTING
/4/// '*-.-BLOCK, ATMID
CMU WALL.
HEIGHT wl#4x2'-O" -------
EXISTING CMU EMBED 6"INTO EXISTING
NEW WOOD WALK TO MATC EXISTING
NEW8"CMU WALL CMU WALL. \///X\
I /CYPRE§&WR4R / ' '
G WALL 0�ER 6X6-R.T.SYP
P
CMU WALL # D COILY�N
L EXISTIN
USE RED HEA�D 00
SIDE VIEW PLAN VIEW -
EPCON G5 EPDXY P-
N "X X RILL 20"CYPRESS BENCH
PATI
'8 X 12'
E NG��� 8'-8 X 12
A X A x <
STE P
W CMU To XST' 3 1/2"STE P EXISTiNG�LAB\ ERS REMOVE WOOD WALK
PROPOSED BRICK P
C 0 L
SCREENED PORCH
NNECTION DETAI -7-7
736-2 X 115�-2 17
X X ix
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4. 4"CONCRETE SLAB ON GRADE w/6x6 W1.4xW1.4
-SILIP TILE R S 6NON1 I TIL
1/2 WWF OVER 6MIL VAPOR BARRIER,OVER TERMITE PRO,POSED NON PR \ j� 4"
x CON rE X
�X' ER 3 ij?�
7�\
TREATED CLEAN COMPACTED FILL LA , VER EXISTI�G
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GRADE, EXISTING
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SEE PLAN. r-
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THICKENED EXISTING EXISTING
wl 1145 1 X CYPRESS WRAP OVER 4X6 PR D (1)+6 3/4'RISER, WINDOW WINDOW
EDGE ICK
CONT. ED
P.T.SYP#2 WOOD PILASTER 12"B ix/ /P P
EL.T-21/2" RICK TREAD /\/ .-/- \
EXISTIN DOOR
8"x8"'
F A lv� F
OT I I *EL.V-3 3/8"
�_KENED S-LAB PAIR 32"X 80"NEUMA
C? EXISTING EXISTING
cli FRENCH DOORS 1 171
WINDOW WINDOW 0 ��
z I.-
P= W EXISTING WOOD WALK
SCREEN ENCLOSURES Ld <
BY OTHERS EXISTING DOOR T-1 3/4" T-113/4"
LAUNDRY 0 FAMILY ROOM
DRILL AND EP -1 7= i
USE RED HEA OXY#4116"wl 6" NO WORK Lu
NO WORK
EPCON G5 EPO EMBEDMENT @ 24"O.C.(MAX)
KING BED MASTER Lu
EXISTING
-4 X 1 V-4
MONOLITHIC 4"CONCRETE SLAB ON GRADE w/6x6 W1.4xW1.4 14'
WWF OVER 6MIL VAPOR BARRIER,OVER TERMITE
EDGE
REATED CLEAN COMPACTED FILL EL 2'4" 6 3�E
61/4"
L4
4
EXISTING DOOR
<
SLAB
EXISTING DOOR
SEE DETAIL 3 - - - KITCHEN
REMOVE EXISTING WINDOW, Lj
W.C. TP EL.2'4"
PATCH TO MATCH REMOVE EXISTING
5,7x-—210
I K�EN�ED�SL A B I=> 1 0 PARTITIONS AS
3CM STONE SLAB OR SHWR. NEW 28"X 80
1,_ 4-C�ONCRETIE�SLAB O�N�� (D TILE BENCH TOP TX W 6-PNL.DO R INDICATED
GRADE w/6x6 WlAx
WIA WWF OVER 6MIL 04
NEW
x:2
C> n�\
-VAPOR BARRIER,OVER LAV.
EXISTIll NEW_ TERMITE TREATED 1/2'STEP 6-4 X 64 6-PNL.
CLEAN COMPACTED FILL DOOR
F7 CLOSET
SHOWER CONTROLS r 5
'-2 X 8'-9
RECESS SHOWER SLAB 2'
X ROD&SHELF
r/ X7 r I
DRILL 6"AND EPDXY
11441'4'HORIZONTAL WILLIAM A.LEUTHOLD AR8902
DOWEL @ 32'OC(TYP) T-01/2" 2!-0' T-8" T-8"
/ 'F USE—RED HEAD
EPCON G EPDXY
NEW SLAB INTER FLORIDA SEAL
1/2" REVISIONS: DATE:
DRAWN BY: DATE:
MBR,S'/L 7/2814
APPROVED BY:
WAL
DRAWING FILE:
PACE 2.1 FP
ADDITION TO RESIDENCE
ELAINE AND JOMN
PACE
4
1767 PARK TERRACE WEST
ATLANTIC BEACH, FLORIDA
PROPOSED PARTIAL FIRST FLOOR PLAN
1/4" V-01.
NORTH FLOOR PLANS
:4
I N
'7
G
P' FA E TO ROOF
ST
w T 4�'1' F
A ACH ER
I G
1 7, -r=-1-.07 r,j�vl I I�Nl 3�1 V�r-j�kl 0�11 4"1 r.,I G CO N.
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j 2ml
WILLIAM LEUTHOLD
ARCHITECT INC.
2742 HERSCHEL STREET
JACKSONVILLE, FLORIDA 32205
389-5456 FL. CORP. AA2755
ELECTRICAL SCHEDULE
DOWN LIGHT:NORA 4"RECESSED LED-11 W
NHIC-4LEDAT HOUSING W/NTR-4LED30VAN TR
SURFACE OR PENDENT CEILING F!X`TURE
BY OWNER. INSTALLATION BY CONTRACTOR
SCONCE BY OWNER. INSTALLAT ION BY
CONTRACTOR
$ LIGHT SWITCH
$3
3-WAY LIGHT SWITCH
11 OV DUPLEX OUTLET
11 OV GROUND FAULT DUPLEX
GFI:@�
OUTLET
-7-
11 OV WATER PROOF GROUND
----- - WP T
FALL I DUPLEX OUTLET
EXHAUSTFAN
SWITCH SEPARATELY
%r4��CEILING FAN/LIGHT COMBO
SWITCH SEPARATELY
/CE I L
SMOKE DETECTOR
11 L___j LIQUID APPLIED ROOFING
CARBON MONOXIDE DETECTOR
NOTES:
1.CONTRACTOR SHALL PROVIDE GFI RECEPTACLES IN
ALL LOCATIONS REQUIRED BY ALL LOCAL,STATE OR
NATIONAL CODES.
2.PROVIDE POWER TO ALL APPLIANCES AND
- _3 ELECTRICAL DEVICES PER MANUFACTURER'S
E3__r-l__E3 -0- E-1
NEW PIERCED BRICK SHOWER 7_ ��1:3=3.0 --r3—.-- -SCREEN IN WOOD FRAME SPECIFICATIONS.
=]--3-- __E3-r3= 3.PLACEMENT OF SWITCHES AT DOORS SHALL BE
r3=0__0-r3__== COORDINATED WITH CASING WIDTH TO CLEAR ALL
__0=0_70 _r3_r_3_
CASINGS.
_r
.3=0__0_0� WRAPPED CYPRESS COLUMNS
NEW WOOD WALK TO MATCH - --- ---- BULLNOSE TERRA COTTA
EXISTING—\ ---- TILE TREAD @ PORCH EDGE
mom —TILE SKIRT
EXISTING TURNED-DOWN
NEW BRICK PAVERS CONCRETE SLAB
E T ELEVATION
AS
3/16"=V-0"
B
WP WP
3 3 3
A
WILLIAM A.LEUTHOLD
AR8902
_T
WOOD SIDING TO
A MATCH EXISTING
FLORIDA SEAL
12
LIQUID APPLIED ROOFING
REVISIONS: DATE:
A
A 0 W yvOc 1: W woc 1
_W W
=b. JB E H G_ —D'JUBLEHLI� BLE HL I
L
V 0
IND WINDOW INDOW
DRAWN BY: DATE:
SCREEN IN WOOD FRAME MBR 7/28/114
APPROVED BY:
_j WRAPPED CYPRESS COLUMNS
A
DRAWING FILE:
BULLNOSE TERRA COTTA PACE 4.1 ELEV
QF1 G Ii
TILE TREAD @ PORCH EDGE
7
TILE SKIRT
ADDITION TO RESIDENCE
EXISTING TURNED-DOWN
CONCRETE SLAB
ELAINE AND J011114
REMOVE EXISTING WINDOW, PACE
PATCH TO MATCH
1767 PARK TERRACE WEST
PROPOSED PARTIAL FIRST FLOOR ELECTRICAL PLAN- NORTH ELEVATION ATLANTIC BEACH, FLORIDA
1/4" 1. 3/16" l'-O"
NORTH
EXTERIOR ELEVATIONS
401
WILLIAM LEUTHOLD
STRAP BEAM TO POST STRAP EACH ROOF RAFTER ARCHITECT INC.
WITH(2)MSTA24 STRAPS WITH(1)HTS1 6 UPLIFT STRAP 2742 HERSCHEL STREET
WITH(1)H2.5T UPLIFT STRAP 6"O.H. 389-5456 FL. CORP. AA2755
6"O.H. STRAP EACH CEILING JOIST JACKSONVILLE, FLORIDA 32205
NOTES:
:e 6 X 6 SYP#2 POST,FASTEN BASE
WITH ABU66.USE 5/8"0 ANCHOR BOLT
9 WITH 6"MIN.EMBEDMENT(8 PLACES)
T21 10 S)1 HBEAJ (13)2 1 —
I I� 1�(3 10 Sy 2 P.T BEAM P)2 0 2 P. EAM
SI, 2 P.Tj EAM =T.
m cl�
co
co
x
CRN
2X1 2 SYP#2 ROOF RAFTERS @ 16"O.C.
2X10 SYP#2 CEILING JOISTS @ 16"O.C.
r
F--:
cn
m HUC210-3 HANGER
Ilk
HUG210-3 HANGER IL
C/)
-77
7:
7
FASTEN CEILING
JOIST TO
EXISTING FASCIA WITH LS50 ANGLE 2 X 12 SYP#2 OVERFRAME
[F LEDGER,FASTEN PER DETAIL 7
ROOF FRAMING PLAN
1/4"=114.
NORTH
INSULATION 1/2"CDX PLYWOOD
1/2"GWB BRICK VENEER(BRICK
HOUSE WRAP ON 1/2'CDX JACK ARCH)
INSULATION P YWOOD ON 2X6 STUDS
HEADER ___�HOUSE WRAP
HOUSE WRAP OVER HEADER OVERLAPS
1/2"GWB MEMBRANE FLASHING 7 MEMBRANE FLASHING
MEMBRANE FLASHING 8'-8 1/8" 5'-10 1/8"
1777
—SELF-ADHERING
THRU-WALL FLASHING
BRICK VENEER WEEPS @ 32"O.C. THICKE�FD
MONOLI'H IC EDGE
4"X 4"X 1/4"HOT
co
EXISTING MONO r4
CASING 1 c WEEPS@ 32"O.C. DIPPED GALVANIZED EDGE TO
4"X 4"X 1/4"GALV. STEEL LINTEL THICKENED EDGE
74
STEEL LINTEL JAMB EXTENSIOV SEALANT&BACKER ROD 74\'-'/2"STE P @ EXISTING SLAB 7�
SEALANT&BACKER ROD
L
12"W X 16"D THICKENED CONCRETE
DOOR —WINDOW 4"MIN.CONC.SLAB(2,500 P"I)W/6X6 WIA FOOTING W/(2)#5 CONT.
JAMB EXTENSION X W1.4 WWF ON 6 MIL vAPOF BARRIER ON
COMPACTED,
TERMITE,TREATED SOIL
(COMPACT TO 95%MIN DENSITY)
HEAD 4/2.2 3 1/2"CONCRETE CONNECT NEW FOOTIN9 TO
3" 11-01, EXISTING SLAB TOPPING OVER EXISTING WITH(2)#5 X 16"LONG
DOWEL BARS EPDXIED 6"MIN.
9
EXISTING SLAB
HEAD 1 /2.2
3" 11-01. INSULATION 1/2"COX PLYWOOD
BRICK VENEER NEW STEM WALL
1/2"GWB 8.2 AND FOOTING cn
—HOUSEWRAP,TURN
2XjSTUDS
INSULATION INTO WINDOW OPENING HOUSE WRAP,TURN REMOVE EXISTING BAY
INTO WINDOW OPENING ±6 3/4"RISER,12"'rREAD, ±6 3/4"RISER,�2"TREAD-
1/2"GWB 4"BEYOND EITHER SIDE 4"BEYOND EITNER SID —
SELF-ADHERING FLASHING OF OPENING OFOPENII G L. . . . . ......
F77 EXISTING FOOTING
OVERLAPS FLANGE SELF-ADHERING FLASHING
�lx
OVERLAPS FLANGE /47
_BR CASING 1 - f - -_ - - - - - - "_ - - I Y 6
ICK VENEER —SEALANT IF
CASING 1 NEW SLAB INTERSECTING
WITH EXISTING
SEALANT&BACKER ROD 8"CMU F65NDATION WAI I Wl
JAMB EXTENSIO #5 VERT.@ 32"O.C.
WILLIAM A.LEUTHOLD AR8902
I r2l
WINDOW CONT.24"X 12"REINFORCED
CONCRETE FOOTING W/(3)#5 CONT. SEE DETAIL 3 FOR NEW CMU,
JAMB EXTENSION DOOR NEW FOOTING TO __j WALL TO EXISTING CMU WALL
co
JAMB 5/2.2 izz I I EXISTING FOOTING CONN.
C?
JAMB 2/2.2
3" 11-0.1
FLORIDA SEAL
DOOR
FINISH FLOOR ON 4" WINDOW REVISIONS: DATE:
CONC.SLAB
RECESS SHOWER SLAB 2"
BRICK ROWLOCK STOOL
/r
FLUID APPLIED
WATERPROOFING SEALANT DRAWN BY: DATE:
MBR 7/28114
APRONI
NON-SLIP TILE OVER
BRICK ROWLOCK
CONC.SLAB APPROVED BY:
(SLOPE)
WAL
SELF-ADHERING FLASHING 1/2"STEP
P_ I - DRAWING FILE:
UNDER FLANGE&TURNED 77�77
INTO OPENING&UP SIDES PACE 8.1 ST
WEEPS @ 32"O.C.
-TURN
< INSULATION HOUSE WRAP, ADDITION TO RESIDENCE
1/2"GWB INTO WINDOW OPENING
1/2"CDX PLYWOOD
BRICK VENEER J HN
8"CMU PACE
THRESHOLD 3/2.2 SILL 6/2.2 1767 PARK TERRACE WEST
3" 11-01, 3' 11-0.
ATLANTIC BEACH, FLORIDA
EXTERIOR DOOR DETAILS WINDOW DETAILS
FOUNDATION PLAN FOUNDATION PLAN
V
3' 11-0.1 3" -0. 1/4"=V-0" ROOF FRAMING PLAN
NORTH