Plans 149 Beach Ave Guest 2012 MATCH r INE 2 WILLIAM LEUTHOLD
I I
RENC)VATION & ADDITIO� NS
I I
ARCHITECT
C
2742 SCSTREET
I I
N I JACKSONVILLE, FLORIDA 32205
ANN
ILEY
°'
389-5456
0 i I
MATCH LINE 1 qI LEGAL DESCRIPTION:
m I
149 BEACH AVENUE LOT 3 BLOCK 32 AS SHOWN ON THE MAP OF ATLANTIC
� j I BEACH AS RECORDED IN PLAT BOOK 5 PAGE 69 OF THE
4 ' N5 659 9$ i 0 I + ONMAPBOOK �C,�PAGE 20 711H OFLINE
THE CURRENT I ATLANTIC SEACH , FLORIDACURRENT PUBLIC RECORDS OF DUVAL COUNTY,
PUBLIC RECORDS (OF DUVAL CQUNTY, FLORIDAIFLORIDA
m L- �^: I I RECORDED IN OFFifCIAL RECOR VOLUME 7379, PAGES 1769-1782
-� °' o I LIST OF D RAS/I N G S, GUEST HOUSE:
ft AREA GAA SC FL�TION�MAIN HOUSE S.F.
I CO IST FLOOR PORCH REMOVED:
cAt7 N j m I d L-
(314S.F.)
I ++'T
01 I G1.1 & 1 .2 SITE PLANS IST FL.ADDITION,AIC: 324 S.F.
law
„ °�'I
'
1ST FL.PORCH ADDITION: 476 S.F.m G2.1 DEMOLITION PLAN
EXISTING 2ND FL.: 1,099 S.F.
I G2.3 PROPOSED FLOOR PLANS & SCHEDULES EXISTING 3RD FL.: 603 S.F.
I , I w G4.1 EXTERIOR ELEVATIONS 3RD FL.ADDITION: 28 S.F.
I
I oI A
I
G5.1 WALL SECTIO
AREAT
I
CALCULA ION GUEST HOUSE:
N!mP
_ - I I I g I G7.1 ELECTRICAL ANS
N
_ ' i 1 I I I G8.1 FOUNDATION RILAN & ROOF FRAMING PLAN ST FL.REMOVEEXISTING 1 ST DOR,aC: 0099sF)
J
0 IST FL.ADDITION: 274 S.F.
C5 o I I I G8.2 FIRST LEVEL W/�ALL FRAMING PLAN i
WALL FRAMING PLAN IST FL.ALTERED: 258 S.F.
CflOD �- �, �N
G8.3 SECOND LEVEIL
� I I � ' I I I j EXISTING 2ND FL.: 481 S.F.
p 1 � N I
N v I
CL I II 4
G8.4 THREADED R SYSTEM DETAILS SCHEDULES NOTES "
2ND FL.ALTERED: 13 S.F.
m Fm
ui
G8.5 DETAILS, SCHBDULES & STRUCTURAL NOTES
CODE SUMMARY:
w o 1 I m I I I 1.DESIGNED PER FLORIDA BUILDING CODE,
MATCH LINE 1 U)
00 RESIDENTIAL&EXISTING,2007 WITH 2009 SUPPLEMENT;
I
DECK
l-
00 II 15 I � I 2008 NATIONAL ELECTRICAL CODE;2007 FLORIDA FIRE
ADJACENT RESIDENCEI I 2P.RESIDENTIAL TECTION DE&C NAC:GROUP RCODE OF��ICES
' I I I 3.TYPE V-B CONSTRUCTION,UNPROTECTED
COASTAL CONSTRUCTION i I I FLOOD ZONE FLS ZONE
" I 4.BASIC WIND SPEED:120 MPH,ENCLOSED;GUEST
CONTROLL LNE �y 9'-11" 34a 5'-0 12'5" 3T-0 I 14'-2" I 234" (DEPTH 21 (EL 171 I HOUSE-TWO-STORY,ROOF HEIGHT-17,SLOPE.30.28°;
MATCH LINE 2 i L 0 T 4 I FLOODZONE'AO'I I I a c; MAIN HOUSE-THREE-STORY,ROOF HEIGHT.3Z,SLOPE-
5
LOPE-
I (DEPTH I 0.7'WIDE 5 o(0 38.87°
v 2'H FABRIC 0 5 WIND IMPORTANCE FACTOR:1
50.08'TO CCCL i FLOOD ZONE'X' N ONE ST RY I CONCRETE WALL gg
� I �- B KFAST M (203.98 I P.I.P� CONTROL F VINE I I�! I 6.WIND EXPOSURE CATEGORY:EXPOSURE C
I NEW BR Ohl SAND I STAKES C 7.INTERNAL PRESSURE COEFFECIENT:ASCE 0.181
20.5'TO FENCE 0 2, 2ND STORY cn T WOOD FENCE REM ADDITION. yyA 8- 12'D 1
WOOD DECK i CONT W O I RETAIN G ALL I N83°24'06' 419't�ACT.) x 1 5 3.2' 200'(P)
--- -=- -
-- 2.1'x' `�2 x EXIST.CO C.WALK I NEW RI x - -- ' I
I BRICK BOI DER ADDE D ON D RE OVE I .
0.1EXIST. �OOD
W WOOD $ g o
TWO-STORY EXIST. $HED o I RE VE 8 ON� RSE i I WALKWAY N o g ui
11' GARAGE STAIR I N OF U N z I Z
Z 3 c Q
j I BIKI ^ _
w I I 3 v w
Q w S NE BR ON I S o v Y
PA
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^ V
S2 k O
= Ir I m M I IST1N CONCRETE o o $ ? w
C.1 $ N NEW BRICK I LOT 3 o S S 0 o b s Q
Q Z SCR�ENED N ;STOOPS I I sEAW TO REMAIN
m NEW CONCRETE PAVER RCH�,�o oI I RE CONCRETE m w I o F--
DRIVEWAY 8 PARKING CONC. " I i I SLAB( IS NOT P ITPF SEAN ) Z
ON SAND IW H F CSI NO FI REQUIRED, IS 4"TH�CK J
o T SHINGLE I PATIO I I I
WALUFENCE i REL A �„ FIREPLACE:A ISS / I/ I I ST S L 8' W/ I I ! Q
m
Fo /
m COND UNITS -- -- --1-�- � -- --- - - -
=x s
x x x x�
51.01'TO CCCL 0 I NIST WOOD EXIST RE 0.3' I S830 '54"W 419't(ACT. 1.6 ) ,
3.9 0.9 I N W ADDITION IN 5'H SHI GLE FENCE, EXIST.4 WOOD E CE
AREA OF EXIST WAILL(TYPICAL) UNIT OPEN U DER FOR BRI K ALK I NEW ONE STO�tI(WOOD S00'41'54'E 49. I o
7o I (200.13'I.P.-I.P.) PORCH IN OF TRAVERSE LINE LY 2'WIDE CONCRETE ;
I .. 2 EMSTING WOOD PORCH TORY ) I SEAWALL LLL
'
SH ER ENCLOSUREI PLAE
( NOT A BOON UNE � I � � .
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Z
ISEE SECTION 1/5.1 I w .
I FOR BRICK PATIO 3
1 I I PAVER DETAILS
� 41',9" ZO'-1' 5'-T 28',•8' I� '.
ADJACIENT RESIDENCE I ( w o a
PROPOSED E PLAN N TM I I
II
I 1'=20'-0" NOTE:E�E/ATIONS NAVD88 1j
I
GAZWO 19
I
SITE COVERAGE: I w
j PROPERTY AREA 20,751 V F. I I ( ` ` T 120
�I
MAIN HOUSE: 1,825 F. 1 LOOT"
GUEST HOUSE: 1,395 F. �I I m I g PR148►ECT
GARAGE&SHED: 484 F. I I Q I 4� 115
WALKS,DRIVE,PATIOS:: 2,977 U
1�
TOTAL: 6,481 F �i I I 1
SITE COVERAGE 3f 0 I ( Z I ` 10 ' 1 WILLIAM A LEUTHOLD z pF;8902
8 - 105 _
j I ` 119
1-2 -�
' } ADJACENT RES NCE I
} I I II $ I CDN.;!SLAB I ' ".
I I PROJECT L ATION MAP
I Wartoerx,E
z I FLORIDA SEAL
REVISIONS: DATE:
�, ` . I I I ATLANTIC BEACH PERMIT 1/6/2012
� s.
sem- . IZ
� 'w w I FLOOD ZONE"AO' FLOOD ZONE'VE
18 (DEPTH 2') (EL 1 T) � DRAWN BY: DATE
"' jwv I�
WID1�
� 0
P 12H/2011
50.08'TO CCCL j L 0 4 FLOOD ZONE"X' FLOOD ZONE"AO' (203.98'I.P.
CO RETE WALL I APPROVED BY:
CD cq 20.5'TO FENCE 2ND STORY m 2' (�PTH 2) I I WAL
0.2' I Wi00D FENCE N83°24'06' 419' (ACT.) 1.2' S
,
, D DECK
MOVE WALK c� 200'
1.6 1.8 W00 I _ = 3? DRAWING FILE:
-
- 20.4'-1.6' io 2.1 c,;,8.3' EXISTING WALK 137.7 m - - - - - - - - �- - -
_ _ _ _ _ _ _ _ _ _ RILEY 1.1 SITE ATLBCH
F- �i i i
i, 0.1' co/ OOD �' - J BRICK 37.1>, - REMO
Tyyj/� $HED C-'� WOOD RENOVATIONS AND ADDITIONS
I � �� ��� iiaiiiaii����� covE D 11
w N' GARAGE �" ' WOOD ; of I r RELOCATE aiC UNITS X WOO I I WALKiNAY ANN RILEY
STEPS 78.6 34.4' ���� I PORCA $ Z 1
�, �� 11 - �- a N Z
,z �� / i o \ 1.7"� 9.1'j I I II ; } I < s w
oLL . 7 Z0.4 �, / 5.6' L THREE-STORY.. - f z5� C)
Q � - - - - / FRAME /�, - - -1 :L =+ 1
s a 1SCREENED4N V' j / / MO WAL ( Z REMOVE CONC.SLAB v 0 9 O
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WOOD PORCH TWO-STOR j / RESIDENCE - Ia iq I L 0 T 3 o s! �* �
C SAME RESIDE 4.1 5r j (I149 - I a c -i a U
149 BEACH AVENUE
Q c I "�os I 10.0 c � °
m Z I 10 / /'� REMOVE e N W I g I 1 m ( ATLANTIC BEACH, FLORIDA
i STE
REMOVE CONCRETE 1.3' I �,, bj jj/ ty 5.6' - PAVERS I I
RE Z
m 34.4' `� ;28.5' 9-a 11-REMOVE AP 8 ON RSE J
DRIVEWAY D COLUMN I 790' -
(TYPICAL) 0z - REMOVE WOOD10.7' a Q•- OCATE AIC UNITS 147.8' fi z., r., I 11 �
OF CMU ROM ,�,,�,,�11 � I- SITE PLAN
1- - - - - - - - U DECK coo ao °� I EXIST. AWING Vt - - - - - Q
Lu
3.9' 0.9' 51.01'TO CCCL z I 0. WIDE WOOD NORTH 0 �- I S83°19'54"W 419't(ACT. 1.3 1.9
I w v WALL(NPI ) 4'WOOD FE CE
; (200.13'I.P:�.P.)
8 �, 2'WIDE NCRET9
EXISTING SI E PLAN I L 0 T 2 s WA`L Glml
=W-0"
I
WILLIAM LEUTHOLD
ARCHITECT INC.
2742 HERSCHEL STREET
JACKSONVILLE, FLORIDA 32205
389-5456
I
j
i
1
NEW ONE STORY 2'H FABRIC SILT
BREAKFAST ROOM NEW BRICK ON SAND SAKES Q 8'NTROL CW/
C.
2ND STORY EXIST.7 WOOD FIENCE REMOVE ADDITION. WALK WI 8'X 12'D
WOOD DECK ORTION OF CONC.WALK RETAINING WALL x - J. - - - - -
-- EXIST.CONC.WALK WI " "NEW BRICK ---- - -------- -_-,
BRICK BORDER ADDED _ ON SAND - - - - - - - -- - - - - - - REMOVE CONC. I i WOOD
WALK
EXIST.
W TWO-STORY _11111 EXIST.
I I--REMOVE CAP 8 ONE CIOUR WALKWAY
Z a a GARAGE I EXISCT RETAIIN NG WALL
LLI T01 BLE S PS NEW BRICK ON I i �
_ v V / SAND PATIO -EXISTING CONCRETE
U $ D JMPSTER SCREENED NEW BRIE( SEAWALL TO REMAIN ,
i
W w WOOD STOOPS / I REMOVE CONCRETE
C13 PORCH / NEW BRICKI IEMOVE I i SLAB(SLAB IS NOT PART OF
CONC.
WALL)}
. I i
ON SAND I(WALK 2'H FABRIC SILT
EXIST.SHINGLE PATIO I
WALUFENCE REL ATE FIREPLACE A ITION I I CONTROL FENCI�W/ !
i
_ COND UNITS STAKES @ 8'0.C. --_J
x ----- ----- -- _X-- X = - - - - �--- - - - -
NEW CONCRETE PAVER NEW ADDITION IN EXIST AfOOD EXIST REMOVE EXIST.4'WEN
OOD F CE
CITY OF ATLANTIC WALL(TY110ICAL) COND BRICK WALK
BEACH JOB SITE SIGN DRIVEWAY&PARKING AREA OF EXIST UNIT 2'WIDE CONCRETE
SHOWER ENCLOSURE SEAWALL
CONSTRICTION SITE MANAGEME14T PLAN
1"=20'-0"
NOTES: NORTH
1.CITY OF ATLANTIC BEACH 40B SITE SIGN SHALL BE 12"X 18"WITH THE STREET ADDRESS,PHONE
NUMBER FOR CITY OF ATLANTIC BEACH,NAME S PHONE NUMBER OF GENERAL CONTRACTOR. �
1co
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FLOC69 ZONE
ADJACENT RESIDENCE WOOdLECK
s
Lu I RETENTION FLOOD ZONE W FLOOD ZONE"AO'I FLOOD ZONE"AO' I 17�'3
I I- I SWALE-SHAPE TO MISS (DEPTH 21 1 I (DEPTH 21 I 0.7'WIDE � x
� m . wci
50.08'TO CCCL EXISTING TREES,SEE NEW ONE STORY 1
LANDSCAPE PLAN ( CONCRETE WALL .rc u
. N BREAKFAST ROOM
m EXIST.2'WOOD FENCE REMOVE ADDITION. I NEW BRICK ON SAND I RE OVE NEW 8.7
x 4 6.9 2ND STORY ! 2R WALK WI 4"X 12'D WNRETE RETENTION x
16.2 I m `% EXIST.CONC.WALK W/8' PORTION OF RETAINING WALL IkALK SWALE x ,3 12. 16.2 2W(P�. I _ _ 2.0
WOOD DECK I BRICK BORDER ADDED CONC.WALK x x x- -�� - x1.5 1.0
_ 5. 4.2 3.2 4.5
Mir, 6 .�N. 16.7x EW BRICKON SAND 13.00x 7 � 0 4 f �
15.50x - g ;N
TWO-STORY j �O 50x I I WALKW Y ^' $ - v m Z WILLIAM A.LEUTHOLD AR8902
W �z EXIST. �- L x17• N I I o " �` oo ca oc
GARAGE _ o 0 0 . Q
BR K
Z ¢ oa x STAIRS TI t o ' "' Q W
1
S PS
6. o
oa 0
W 3 I �
� W x � I 9 � j vw o � x 8:Z V
7 rn o .. ..
C-1og 8 STIN L O 3 00 o S $ O o o =a
N BRICK /
SEAW TO $ o o ? 0
�
x
i
I
r�
17.12 o
REM0 CON
C13 NEW CONCRETE PAVER
i .
m o
H
ca
� l
I
o , Z
t
J
DRIVEWAY 8�PARKING
EW BRICK
Q
� 3917.4 p I I NO FI REQUI IS 4'T} K � J - . •
x17 f _ f FLORIDA SEAL
x
2 1 � Ox-.... 7.6 x I 3.00x , Q
9 -�` -x .2 `� 17 - %_ 6.7 x z x 9 - - - REVISIONS. DATE:
51.01'TO CCCL z I LU v EXIST
REMOVE FIREPLACE AD TION SI33°19'54' 419't(ACT.) 9.4 8• "8 2 1 2 x Y x x 11.7' ATLANTIC BEACH PERMIT 1MO12
o �_ � NEW ADDITION IN RELOCATfp 5'H SHINGLE FENCE BRICK WALK c .2
RETENTION v ! K 0 AREA OF EXIST COND UNI�'S COND OPEN UNDER FOR I NEW ONE STORE'WOOD NEW I I 16.7 13,6 1
SWALE z i °�qq SHOWER ENCLOSURE UWr OPEN LIN PORCH IN PLACt OF RETENTION 2'WIDE CONCRETE 5 2 x4.3 x3. "42.4 x1.9 x1.4
-' �7i L 0 T 2 I EXISTING ONE STORY SWALE I SEAWALL I
zo ! I
WOOD PORCH. ( ,
CUT A D FILL C CULATIONS: 0.7x 01
CUT " PROPOSED GRADING PLAN I I I = WAL1RBP 2/1/2011
FOOTINC &FOUND TION WALL,MAIN HOUSE: 10.20 C.Y. v 1"=20'-0" NOTE:ELEV&TIONS ARE NAVD88 APPROVED BY.
1 I 1
FOOTIN WAL
&FOUND TION WALL,GUEST HOUSE: 4.27 C.Y. NORTH i 1 I i
EAST PA 10,MAIN SE: 3.18 C.Y. ( -'
4�
TOTAL 17.65 C.Y. I i I J a c DRAWING FILE:
FILL I I RILEY 1.1 SITE ATLBCH
FILL AT AIN HOU WEST STOOP: 3.21 C.Y. I 8
FILL AT MOVED @ BULKHEAD: 7.32 C.Y. ADJ, ENT RESIDENCE I 1 z
FILL AT ST PATI MAIN HOUSE: 75.73 C.Y. I I RENOVATIONS AND ADDITIONS
TOTAL F LL 86.26 C.Y. I I w
ANN RILEY
i2
NET CUT$FILL: 68.61 C.Y. i I
EXCAVATION NO I
ALL EXC VATED STING SAND MATERIAL SHALL BE RELOCATED
AND UTI IZED AS CT
MATERIAL AT THE MAIN HOUSE I 1 �
BUILDIN PAD AN ST PATIO.ALL EXCESS EXCAVATED EXISTING 1 I 149 BEACH AVENUE
_ ATLANTIC BEACH, FLORIDA
SAND M TERIAL S LL BE PLACED SEAWARD OF THE MAIN HOUSE z
BUILDIN PAD AN Y NOT BE USED AS BACKFILL MATERIAL
LANDWA tD OF TH CCCL LINE.
I
GRADING PLAN
NOTE: REE BUIL NGS ARE EXISTING. SITE REWIRES MINIMAL �?I I z I s=
CONSTRUCTION SITE
REG RAD NG EXCE ADJACENT TO NEW EAST PATI)AT MAIN HOUSE. �-
,1 I s� MANAGEMENT PLAN
Y'
all
LEGEN 1
•15.17 PROP SED ELEVATION I I
X17.0 EXIST G SPOT ELEVATION
-(�7•� EXIST G CONTOUR ~
G1 ■
2
-n.o PROP SED CONTOUR
MATCH INE 2
1
II I
WILLIAM LI
AM LE
UTHOLDRENOVATIONADDIT1
N
I
ARCHITECT INC.
27
42 H
�, 1 ERSCHEL STREET
ANN
R JACK
C! IEYJACKCn
SONVILLE,VILLE, FLORIDA 32205
MATCH LINE 1 -oo I I 389-5456
rn
I I
149 BEA
^ • O I I I BEACH AV E�I U E LEGAL DESCRIPTION:
Q Ny'6r 1 9'6 o I 1 -F COASTAL CONSTRUCTION CONTROL. LINE AS SHOWN I LOT 3 BLOCK 32 AS SHOWN ON THE MAP OF ATLANTIC
05 I o I I ON MAP BOOK C, PAGE 72-72H (OF THE CURRENT I BEACH AS RECORDED IN PLAT BOOK 5 PAGE OF THE
RPUBLIC ECORDED COROFFIOC OFFICIAL COUNTY, FLORIDA 1 ATLANTIC B EACH , FLORIDA CURRENT PUBLIC RECORDS OF DUVAL COUNTY,
v ; oN ; VOLUME 7379, PAGES 1769-1782 1
FLORIDA
CL.
p co c
A17
LIST OF DRAWINGS AREA CALCULATION,MAIN HOUSE:NI
E tsi L4 1 I W C T
cn j o 1
+
I TING IST FLOOR,AIC: 1,139 S.F.
Oil
rr? G 1.1 & 1.2 SITE PLANS 1ST FLOOR PORCH REMOVED: (314 3.F.)
11
G2.1 DEMOLITION PLAN IST FL.ADDITION,ac: 324&F.
1 ST FL.PORCH ADDITION: 476 3.F.
I I
I G2.3 PROPOSED FLOOR PLANS & SCHEDULES EXISTING 2ND FL.: 1,099 S.F.
r - .\ I j G4.1 EXTERIOR ELEVATIONS EXISTING 3RD FL.: e03 S.F.
I � �
- I
I G5.1 WALL SECTIONS
I
. -4 + l I I g I G7.1 ELECTRICAL PLA
� o I m 1
I I ' NS AREA CALCULATION.GUEST HOUSE:
0 C5 I o I ZI I I G8.1 FOUNDATION PLAN & ROOF FRAMING PLAN EXISTING 1ST FLOOR,AIC: 1,099&F.
o I � N �_ Cn cl I I G8.2 FIRST LEVEL WALL FRAM
OD 1ST FL.REMOVED: (109 S.F.)
1 G PLAN 1ST FL.ADDITION: 274 S.F.
G8.3 SECOND LEVEL WALL F 1ST FL.AL
MING PLAN
I �, ; °
TERED: 258 S.F.
EXISTING 2ND FL.: 481 S.F.
m I N m I I G8.4 THREADED ROD SYSTEM IDETAILS SCHEDULES
G8.5 DETAILS, SCHEDULES & & NOTES 2ND FL.ALTERED: 13 S.F.
v I I N STRUCTURAL NOT
w Z ES
MATCH LINE 1 c) I I o I 1 CODE
CO I�' ( SUMMARY:
00 _�-
iv -
1.DESIGNED I I D PER FLORIDA BUILDING CODE,
Y� I WOOD DECK RESIDENTIAL&EXISTING,2007 WITH 2009 SUPPLEMENT;
' I 2008 NATIONAL ELECTRICAL CODE;2007 FLORIDA FIRE
PROTECTION CODE&o I i ADJACENT RE i DENCE bl
r*i I
2RESIDENTIAL OCCUPANCYGDROUP R-3E OF ' cES
COASTAL CONSTRUCTION °
0 FLOOD ZONE AO' FLOOD ZONE 3.TYPE V-B CONSTRUCTION,UNPROTECTED
CONTRO (NE �.I 9'11" 34'-5" 5'-8' 1T-5" 3T4r I 14'-2 1 23'-0' (DEPTH (EL 17� I 1.
4.BASIC WIND SPEED:120 MPH,ENCLOSED;GUEST
MATCH LINE 2 w I I HOUSE-TWO-STORY,ROOF HEIGHT-19',SLOPE-30.26°;
IL L O T 4 I FLOOD ZONE"AO' ,
1 50.08'TO CCCL c , j r� V FLOOD ZONE"X" N ONE ST Y (DEPTH 2� i I 2'H FABRIC I O.T WIDE z 16 MAIN HOUSE-THREE-STORY,ROOF HEIGH`17-V,SLOPE-
, c� i B KFAST ROOM I (203.98'1 PA.P CONTROL W/ W� o r,
38.87'
20.5 TO FENCE m I NEW BR ON SAND I I w �, I &WIND IMPORTANCE FACTO&
02 2ND STORY T WOOD FENCE �M ADDITION. WALK 8' 12'D I STAKES Q�' .C. W ; 6.WIND EXPOSURE CATEGORY:EXPOSURE C
I �T WAOL I RETAIN G ALL I ) 7.INTERNAL PRESSURE COEFFECIENT:ASCE 0.181
' WOOD DECK I N83°24'06' 419' ACT. 1 '
-- 2.1'� �2 l EXIST.CO C.WALK I " RI x --- -=%- ---- ---, 3� -
I BRICK BO DER D - I _ E
EXIST. V�IOOD - RE OVE I ..
0 TWO-STORY EX 1HED , o W i WOE S $ o
j GARAGE I LI RE OVE &ONE RSE I WALKWAY N vo 0
W 3 //j I EXI NING W i I o o S OF
N I z
�
S S ON LLJ
pA i I v o w Y 5 � V
SCRiENED SNEW BRICKTOOPS i5 oI i SEA rTf M''��E L 0 3 S $ o $ o g o
a
M NEW CONCRETE PAVER P RCH�'� / e>;, ?I I I J j U 8
DRIVEWAY&PARKING Oi BRICK r % � VEg I I RE CONCRETE m w
�� �� �� I S ISNOT FS ' o f'
T SHINGLE j ON SAND CQI�C• I I I �( ) I Z
o I PATIO ��W F RIC NO FI RECIUIRED6 IS 4 Q
WALUFENCE
I
REL FI
I
L REPLACE _
� �
- - r[� D�t NITS1-
_ -- -- - -- --- _ _ _ Q
3.9' 0 9' 51.01'TO CCCL ► 0 N W ADDITION IN EXIST WOOD 5'H SHI GLE FENCE, 0.3' EXIST.4'WbOD x I S83° '54'W 419't(ACT. x 1.5'
REA OF EXIST WALL( I ) U� OPEN U DER FOR ALK I NEW ONE STO�tY WOOD S00°41'54'E 49
1 yq i SHOWER ENCLOSURE DRAINA 2 (200.13'I.P.-I.P.) I PCIRCH IN PI OF TRAVERSE LINE Y 2'WIf� ob
EXISTING ONEPTORY (NOT A BOON LINE) I SEAWALL 1 I
I I WOOD PORCHI
I I I ISEE SECTION 115.1 1 I
I I FOR BRICK PA710
5'-T 28'-S' PAVER DETAILS I� 3
I I I
I
I
I
i I 18t
PROPOSED SITE I I s}
� PLAN
1"=20'-0' NOTE:ELEVATIONS ARE NAVD�B I �,
I
I
I
I SITE COVERAGE: � I $ GAZEBO
19
PROPERTY AREA: 20,751 S.F.
J
MAIN HOUSE: 1,625 S.F. I
j GUEST HOUSE: 1,395 S.F. 120
GARAGE&SHED: 484 S.F. '
WALKS,DRIVE,PATIOS: 2,977 S.F. I 1 I o PROJECT
L
I �V I OCATION
TOTAL: ,� w 115
6,48 �.F.
Z
I w 1 00
SITE COVERAGE: 31.2%
I 1 110
' WILLIAM A LEUTHOLD AR8902
105A.
1 119 1
ADJACENT RES ENCS I I w I I-2ta
CONC.SLAB C .� v
w� `
J � l
I 1 I PROJECT LOCATION MAP
w I NOT I � I
FLORIDA SEAL
''\ REVISIONS:
DATE:
c�
•� AT
LANTIC BEACH PERMIT
1/
6/20
12
Z
w. t,
1
z 1 FLOODZONE'A0r FLOODZONE'VE (J
I
LU 18 (DEPTH 2) (EL 171
� I w ci C I
I a� 0 WIDE r�
WALL O \ DRAWN BY: DATE:
50.08'TO CCCL N
° � I - L O T 4 FLOOD ZONE')C FLOOD ZONE'AO' 'd:' I V
( (203.98'I.P.-IP)
20.5'TO FENCE 2ND STORY m I CO
2'WOOD FENCE DEPTH I I I C WALIRBP 12/1/2011
0.2 I I Q C>a APPROVED BY:
8' WOOD DECK i VE y o N83°24'06' 419'i�ACT.) 1 5' A O WAL
2, 200' W q V
2.1'� , �2 O da, DRAWING FILE:
- 4':16 �,. EXISTING WALK O
DRAWING
RILEY G
/ .8.3 P
01 j/jj `r cc% yY00D -o� \ � 137.7' , - - - - - - - w
1.1 SITE ATLBCH
TWO-STORY SHED = //%///�/ / I WOOD U
c�D RENOVATIONS AND ADDITIONS
STEPS 1 78.5 WOOD �\ � o�� r RELOCATE AIDUNfTS r-I�yy 11 .., I I WALKWAY City of Atlantic Beach a'+ •�
34.4 _ ` ��� II - J Z � Planning and Zoning Department Q �
LL "� 7'j��� I ' I) °�O} I r, J 1 Q This approval verifies compliance with a plicabl w
- - - -
THREE-STORY I W I p o p p ANN RILEY
5.6' FRAMEZ a _ W zoning, subdivision and other local Ian �'I w a
- o (SCREENED-IN TWO-STORY ` / / j +; - W� - �I ku Z I Y = V development regulations, but does not constitut r[~I W
o o; WOOD PORCH FRAME RESIDENCE en 4.1 52 / REMOVE v o_ approval for the issuance of permits. Compliant W
u � z � � m 10.0 .- i� I �
o / #148 - �I � x f= � with Florida Building Code and all other appiicabl
1 N REMOVE I W I Q I I � V local, State and Federal permitting requirement 149 BEACH AVENUE
I t- must be verified b signature nature of the Ci of Atlanti
REMOVE CONCRETE 1.3 I 5.6' PAVERS I g II I m x d F_ Beach Building Per t, ffi ' I prior to the ante of ,
ATLANTIC BEACH FLORIDA
DRIVEWAY D COLUMN 1 _ 28 5 g r_J I Z Building
-
EMO
j - - - - - - - (TYPICAL) 7 REMOVE WOOD70.7' � [�-RELOCATE_! UNITS 147.8' t ' g,, _ I I 0 O� &ONE OURSE J Approved BY v pment oc of
- - -DECK � 11 I U EXIST AtNNf3 WAILL I- tete: _ SITE PLAN
� co
"� X � r:.
3.9' 0.9' 51.01'TO CCCL z i w U 0.T WIDE WOOD NORTH 0.3' -�� S83°19'54'W 419't(ACT. 1 200'(P) Q
8 WALL(TYPICAL) 4'WOOD FE 15
o i ^ .. (200.13'I.P.�.P.) 2 WIDE
EXISTING SITE PLAN ' WALL
1"=20'-0" I L 0 T 2
Glol
Alt ,
a
i
WILLIAM LEUTHOLD
ARCHITECT INC.
2742 HERSCHEL STREET
JACKSONVILLE, FLORIDA 32205
389-5456
LT
'NEW ONE STORY CONTROL FENCE WI
EI3RFAKFAST ROOM NEW BRICK ON SAND STAKES®8'O.C.
2ND STORY EXIST.Z WOOD FENCE REMOVE ADDITION. WALK WI 8'X 12'D
WOOD DECK PORTION OF RETAINING WALL
CONC.WALK-
x
EXIST. " N x NEW BRI -x __-- -=x --- ---,
-- BRICK BORDER ADDED ON SAND - - - - - - - - - - - - -t-MMOVE CONC.
EXIST. Rff - WALK I i WOOD
EXIST
TWO-STORY _1111 . I I---REMOVE CAP&ONE 9OURSE i WALKWAY'
GARAGE STAIR I OF CMU FROM
a EXIST.RETANNG WALL
R BLE B ICK
o TOIL 11 / PS NEW BRICK ON
0 $ DUYPSTER NEW B\RICISAND PATIO
-EXISTING CONCRETE
SCREENED SEAWALL TO REMAIN
WOODREMM STOOPS
PORCH +NkW BRICK I I MOVE I i
'ON SAND SLAB SLABCS N PART OF SEAWALL)
I CONC. I I AB�
EXIST.SHINGLE (PATIO -- - 2'H FABRIC SLT I
WALL/FENCE FIREPLACE (TION I I CONTROL FENC W"
REL ATED
STAKES @ 8'O.C.
COND UNITS ---_- -----�-- ----- - ---J - - ...-.,,
. _
-n- x - x - x -x - - - - - - -
CITY OF ATLANTIC NEW CONCRETE PAVER NEW ADDITION IN EXIST WOOD OIND
WALL(TYPICAL) BRICK WALK EXIST.4REMOVE 'WOOD ENF CE
BEACH JOB SITE SIGN DRIVEWAY S PARKING AREA OF EXIST UNIT
SHOWER ENCLOSURE 2'WIDE CONCRETLE
SEAWALL
CONSTRUCTION SITE MANAGEMENT PLAN f
1'=20'-0"
NOTES: NORTH
1.CITY OF ATLANTIC BEACH JOB SITE SIGN SHALL BE 12"X("18'WITH THE STREETADDRESS,PHONE
NUMBER FOR CITY OF ATLANTIC BEACH,NAME&PHONE NNI MBLR OF GENERAL CONTRACTOR.
i
ILu
I I �
J
Lul I I
ui
"
I FLOOD ZONE'1�E
I I (EL 1T)
ADJACENT RESIDENCE I WOOD DECK
L i RETENTION EFLOOD ZONE W FLOOD ZONE'AO'I I FLOOD ZONE*AO` I I c�
17
� I
SWALE-SHAPE TO MISS I I 3
50.08'TO CCCL cd o it 0 EXISTING TREES,SEE (DEPTH 2') 1 (DEPTH VC
O.T WN>E �'LANDSCAPE PLAN �REAKFASTEW ONE TROOMI ORYI �N(XtEiE WA&L o
t�, 10
I
x16 2 •9 2ND STORY I EXIST.2'WOOD FENCE RFJYIONE ADDITION. I NEIN BRICK ON SAND I RE: OVE NEW I
WALK W/4"X 1 YD 8.7 '
EXIST.CONC.WALK W/8' PORTION OF CONI' RETENTION
WOOD DECK RETAINING WALL x 20IY
I BRICK BORDER ADDED CONC.WALK 4/ALK SWALE x,12.3 16,2 n � 2.0
16.7k NEW x x 5. 4.2 3 2 - �� - x1.5 1.0
15.50x ON SAND 13.00x
EXIST. 6. �� �` 7 cx w w
0
EXIST
TWO-STORY j �' ,50x WALKW Y � �+ o g �
a I GARAGE x STAIRS I `1 7 I ( o o a I Z WILLIAM A.LEUTHOLD ARM
a
3 o X6.0 I S PS a g o o i cnuj
a Q
V
x16.9 8 8TIN CONC L 3 S ^w ry = O
NEW BRICK m SEAW TO RE v g o o 3
NEW CONCRETE
CONCRETE PAVER ( 01, I REMOV CONC m u� I o o
DRIVEWAY JL PARKING J o I Z L
� x17. EW BRICK I
~' PA D I NO FI MI D? IS 4'THI Q
g x17. r-'- I -�
170
x1 x�' .-r �^ x v, I 3.00x ~ FLORIDA SEAL
.2 �
-x x x x .9 7752 12.2 REVISIONS: DATE:
51.01'TO CCCL z i �' RELOCATED EXIST 51i SHINGLE FENCE, RE VE FIREPLACE AD TION SII3°19'54• 419't(ACT.) 9.4 8• 2 x
o �_ NEW ADDITION IN x x ATLANTIC BEACH PERMIT 1/6/2012
RETENTION v ! z" -- AREA OF EXIST COND UNITS COND OPEN UN BRI K WALK I 16.7 13,6 11.7
RSR FOR NEW ONE STORE'WOOD NEW o 2
SWALE z � 'q SHOWER ENCLOSURE UNIT DANA I PORCH IN PLACE OF I 2'WIDE CONCRETLE �' 1: x x x3. x2.4 X1.9 ml-4
I-- o i c75 ` L 0 T 2 I EXISTING ONE 11-ORY SWALE I SEAWALL � z ' S.2 4.3 II
o ff . I WOOD PORCH. I I w
CUT AND FILL CALCUL& ONS. z I J
ol
I
0.7
CUT a ' x DRAWN BY: DATE::
PROPOSED GRADING P LAN ' i i 3 WALIRBP 12/1/2011
FOOTING 8 FOUNDATION W,qL,MAIN SE: 10.20 C.Y. v 1•=20'-0" NOTE:ELEVATIONS ARE NAVD88 I I I I = APPROVED BY:
FOOTING 8 FOUNDATION WALL,GUEST OUSE: 4.27 C.Y.
EAST PATIO,MAIN HOUSE: 3.18 C.Y. NORTH I I
I
TOTAL CUT: 17.65 C.Y. WAL
FILL ,
I I DRAWING FILE:
3.21 C.Y. RILEY 1.1 SITE ATLBCH
FILL AT MAIN HOUSE WEST S1FOOP: I
FILL AT REMOVED SLAB(d BULKHEAD: 7.32 C.Y.
FILL AT EAST PATIO,MAIN HOUSE: 75.73 C.Y. ADJA�ENT RESIDENCE I I i ���
RENOVATIONS AND ADDITIONS
TOTAL FILL: 86.26 C.Y. I I io I w o
NET CUT&FILL: 68.61 C.Y. ANN RILEY
EXCAVATION NOTES: I I ILI)
ALL EXCAVATED EXISTING SAqu MATER AL SHALL RELOCATED I �;
AND UTILIZED AS BACKFILL Mj4TERIAL A THE MAIN OUSE I I > I GAZEBO
BUILDING PAD AND EAST PATS.ALL EXCESS EX ATED EXISTING I ul I 149 BEACH AVENUE
SAND MATERIAL SHALL BE PLACED SEA VARD OF E MAIN HOUSE I
BUILDING PAD AND MAY NO 1f BE USED AS BACKF L MATERIAL
- L LIEN ATLANTIC BEACH, FLORIDA
LANDWARD OF THE CCC11 2
NOTE:THREE BUILDINGS ARE-LEXISTING. SITE RE RES MINIMAL I
REGRADING EXCEPT ADJACE#T TO NEW EAST PA AT MAIN HOUSE. I 1 Q I DIN PLAN
CONSTRUCTION SITE _
I I D I MANAGEMENT PLAN
Lu
LEGEND 0I
I �
• 15.17 PROPOSED ELEVATION 1 Z I
X17.0 EXISTING SPOT gLLEVATION I I
-(».o)- EXISTING CONTOUR I ~
-17.0- PROPOSED CONI PUR I I o I I
i
WILLIAM LEUTHOLD
ARCHITECT INC.
2742 HERSCHEL STREET
JACKSONVILLE, FLORIDA 32205
389-5456
ELECTRICAL DEMOLITION SCHEDULE
a
LIGHT FIXTURE TO BE REMOVED
- 1
TT LIGHT FIXTURE TO BE RETAINED
___ FLUORESCENT FIXTURE TO BE REMOVED
�> TELEPHONE OUTLET TO BE REMOVED
i
D TELEPHONE OUTLET TO BE RETAINED
CABLE TV OUTLET TO BE REMOVED
REMOVE PUMP
ENCLOSURE, O° CABLE TV OUTLET TO BE RETAINED
PROTECT PUM $ LIGHT SWITCH TO BE REMOVED
PIPING DURING RING
CONSTRUCTION
r----\-----� LIGHT SWITCH TO BE RETAINED
THERMOSTAT TO BE REMOVED
II I I
i I I I T i - - — i QT THERMOSTAT TO REMAIN
II I I
A ALARM PANEL TO BE REMOVED
---- yr
I II I I
L I i i i i OA ALARM PANEL TO REMAIN
t� RECEPTACLE TO BE REMOVED
REMOVE TREE, i i i REMOVE WALLSj' i--CUT BACK PORCH RECEPTACLE TO REMAIN
l i WALLS&DECKING I i I DECKING& l i ROOF TO HERE
FOUNDATION i XRETAII I rte,
I '�%} EXHAUST FAN TO BE REMOVED
I I IL �' I EXHAUST FAN TO REMAIN
REMOVE SHINGLES 1 r11 WALL
I REMOVE WINDbW I i I �(,q RETAIN
I I i I I i RELOCATECEILING FANILIGHTCOM�70BEREMOVED
II--- I I i I ELECT.PANEL -RETAIN I >—�
L� C _ - - - - � -- __ - -
v
r — � � � r — — — — — — REMOVE i LOCATEII
DOOR i I ii it l
I I q I II i II REMOVE J
I U I II I II 1 DOOR I I I I I `� II I
n N
u—" T�--� CEILING FAN/LIGHT COMBO TOREMAIN
_ i REMOVEDOOR-41 Ill 41 REMOVE WINDOW
77 1 REMOVE �:T*KRETAIN
APPLIANCES& OF LJ ,l iii
I I1 CABINETS —_--- WALLS
NOTES:
I I I ih r� Ili sCHECK ALL SMOKE DETECTORS,CARBON DIOXIDE
(DETECTORS,MOTION DETECTORS AND OTHER LOW
I I
L - - - - - - - -
— —
II O
o
iIIiI iIiI IiiIIiIi
0m1
VOLTAGE DEVICES FOR REUSE.
FET ------
REMOVE TILE
L AND SHOWER
PAN i REMOVE II! TAI 1REMOVE WINDOW
RETAINTUB
n L - - - - �T
;r
SHORE ROOF& I i -- -- -- -- -
I I II I I REMOVE 11--- -- - - -- -- -- �
I I II I EXTERIOR WALL----_ RELOCATE --------
0 7
_�—
II
- - -
I- - LJ iL' — --
-- -- -- � RETAIND
I I IIIi, -
I I I,I I
�;
Ill
I (FIT I RETAIN
F �I n
II
I Iot
I -- --'
�— LINE OF IST I I�% RETtkN
I I II I I FLOOR WAILS i i RETAIN
FTI I BELOW
I I i I I I i i RETAINWILLIAM A.LEUTHOLD ARM
I I I I U RETAIN
I I I I i i RETAIN T
Li
I I
I I
I ALL EXISTING ELECTRICAL L1/
TO BE RETAINED. NO NEW i i ul
I I WORK ON SECOND FLOOR 1
2 _- - - - - - - - -� I 1 I -- - - -- - RETAIN
A RETAIN (FLORIDA SEAL
MAIN REMOVE DOOR ISI IREVISIONS: DATE:
l l 111 REMOVE WINDOW& (ELECTRICAL 6/8/2011
{ yN i PORTION OF WALL FOR ATLANTIC BEACH PERMIT 1/6/2012
n CAI � n I
ii \� '� n i ;�i NEW DOOR OPENING t
i
LL
I II `U
— — ------1------
I ------ I LDRAWN BY: DATE
--------------- I I I 1WAL/RBP 12/1/2011
L_U L — — — —— ——�U J APPROVED BY:
SINAL
REMOVE
BRICK STEPS IPRAWING FILE:
RILEY GUEST 2.1 DEMO
RENOVATIONS AND ADDITIONS
ANN RILEY
SECOND FLOOR DEMOLITION PLAN FIRST FLOOR DEMOLITION PLAN
va•=T-W 114"=1,-(r GUEST HOUSE
ALL EXISTING ELECTRICAL 149 BEACH AVENUE
TO BE RETAINED. NO NEW NORTH NORTH ATLANTIC BEACH, FLORIDA
WORK ON SECOND FLOOR
GUEST HOUSE
DEMOLITION FLOOR PLANS
I
G2ml
i
ROOM FINIS S HEDULE
WILLIAM LEUTHOLD
ROOM ROOM FLOOR WALLS CEILING BASE CASING,, CROWN REMARKS ARCHITECT INC.
NUMBER MA RIAL FINISH MATERIAL FINISH MATERIAL FINISH NUMBER FINISH NUMBER FINISH NUMBER FINISH 2742 HERSCHEL STREETJACKSONVILLE, FLORIDA 32205
101 FOYER EXIST.W D&NEW SAND,SEAL&3 EXIST.WOOD - EXIST.WOOD - EXISTING _ EXISTING _ EXISTING FLAT 2 COATS EGGSHELL _ 389-5456
WOOD MATCH COATS SATIN POLY STEPPED TRIM LATEX
102 LIVING EXIS WOOD SAND,SEAL&3 EXIST.WOOD&NEW SEALER&2 COATS EXIST.WOOD&NEW SEALER&2 COATS EXIST.&NEW Tr0 SEALER&2 COATS EXIST.&NEW TO SEALER&2 COATS EXISTING FLAT 2 COATS EGGSHELL
COATS SATIN POLY WOOD TO MATCH EGGSHELL LATEX WOOD TO MATCH EGGSHELL LATEX MATCH EGGSHELL LATEX MATCH EGGSHELL LATEX STEPPED TRIM LATEX AREA CALCULATION:
103 DINING EXIST WOOD SAND,SEAL&3 EXIST.WOOD&NEW SEALER&2 COATS EXIST.WOOD&NEW SEALER&2 COATS EXIST.&NEW TjrG SEALER&2 COATS EXIST.&NEW TO SEALER&2 COATS EXISTING FLAT 2 COATS EGGSHELL
COATS SATIN POLY WOOD TO MATCH EGGSHELL LATEX WOOD TO MATCH EGGSHELL LATEX MATCH EGGSHELL LATEX MATCH EGGSHELL LATEX STEPPED TRIM LATEX EXISTING 1ST FLOOR,A/C: 1,099 S.F.
SAND,SEAL&3 EXISTING FLAT 2 COATS EGGSHELL 1 ST FL.REMOVED: (109 S.F.)
104 BEDROOICI EXIST WOOD COATS SATIN POLY EXIST.WOOD - EXIST.WOOD - EXISTING - EXISTING -
STEPPED TRIM LATEX 1ST FL.ADDITION: 274 S.F.
EXIST. OD/TILE SAND,SEAL&3 EXIST.WOOD/TILE SEALER&2 COATS EXISTING EXISTING FLAT 2 COATS EGGSHELL CEMENT BACKER BOARD ON SHOWER 1 ST FL.ALTERED: 258 S.F.
105 BATH 1 IN NEW HOWER COATS SATIN POLY IN NEW SHOWER EGGSHELL LATEX EXIST.WOOD - EXISTING
STEPPED TRIM LATEX WALLS&FLOOR EXISTING 2ND FL.: 481 S.F.
SAND,SEAL&3 SEALER&2 COATS EXIST.&NEW Tc0 SEALER&2 COATS SEALER&2 COATS EXISTING FLAT 2 COATS EGGSHELL 2ND FL.ALTERED: 13 S.F.
106 KITCHEI# EXIS OOD COATS SATIN POLY EXIST.WOOD EGGSHELL LATEX EXIST.WOOD - MATCH EGGSHELL LATEX NEW TO MATCH EGGSHELL LATEX STEPPED TRIM LATEX PATCH FLOOR &WALL AT ALTERED WALL
NEW D TO SAND,SEAL&3 EXIST.WOOD&NEW SEALER&2 COATS EXIST.&NEW TttO SEALER&2 COATS EXIST.&NEW TO SEALER&2 COATS EXISTING FLAT 2 COATS EGGSHELL NEW FLOOR AT LEVEL TO MATCH
107 PASSAGE I CH COATS SATIN POLY WOOD TO MATCH EGGSHELL LATEX EXIST.WOOD - MATCH EGGSHELL LATEX MATCH EGGSHELL LATEX STEPPED TRIM LATEX OTHERS. PATCH WALL WHERE ALTERED.
SAND,SEAL&3 SEALER&2 COATS SEALER&2 COATS NEW TO MATQH SEALER&2 COATS NEW TO MATCH SEALER&2 COATS EXIST&NEW FLAT 2 COATS EGGSHELL
108 LAUNDRY EXIST OOD COATS SATIN POLY NEW GWB EGGSHELL LATEX EXIST.WOOD EGGSHELL LATEX EXIST. EGGSHELL LATEX EXIST. EGGSHELL LATEX STEPPED TRIM LATEX
109 BATH 2 EXIS+OOD SAND,SEAL&3 EXIST.GWB&NEW SEALER& 2 COATS EXIST.WOOD SEALER&2 COATS NEW TO MATt� SEALER&2 COATS NEW TO MATCH SEALER&2 COATS FLAT STEPPED SEALER&2 COATS
COATS SATIN POLY GWB TO MATCH EGGSHELL LATEX EGGSHELL LATEX EXIST. EGGSHELL LATEX EXIST. EGGSHELL LATEX TRIM TO MATCH EGGSHELL LATEX
110 BUNKROOM NEW D TO SAND,SEAL&3 NEW WOOD TO SEALER&2 COATS NEW WOOD TO SEALER&2 COATS NEW TO MATC114 SEALER&2 COATS NEW TO MATCH SEALER&2 COATS FLAT STEPPED SEALER&2 COATS
M CH COATS SATIN POLY MATCH EXIST. EGGSHELL LATEX MATCH EXIST. EGGSHELL LATEX EXIST. EGGSHELL LATEX EXIST. EGGSHELL LATEX TRIM TO MATCH EGGSHELL LATEX
NONE
TILE 0 MENT _ TILE ON CEMENT -
201 SHOWER! TILE
BOARD BACKER BOARD EXIST.WOOD - NONE _ NONE _
WINDOW CH DULE
NO. TYPE MFG.MO EL NUMBER R.O.SIZE DETAILS REMARKS DOOR AND WINDOW NOTES:
GA AWNING P M A3132 2'-7"X 2'-8" 1,2,3/4.1 IMPACT GLAZING GLASS IN ALL EXTERIOR WINDOWS AND DOORS SHALL BE TINTED
TO REDUCE LIGHT TRANSMISSION 45%TO MEET THE
GB DOUBLE HUN19 PARAD M DH3248 2-8"X 4'-0" 1,2,3/4.1 IMPACT GLAZING REQUIREMENTS OF SECTION 161.053(5KC),FLORIDA STATUTES
1r-1r
GC DOUBLE HUNG PARAD M OH3869 Y-o"X 6-9" 1,2,3/4.1 IMPACT GLAZING,EGRESS WINDOW
6',51/2'
GD DOUBLE HUN16 (2)P GM DH3689 Y-O*X 5'-9"EACH 1,2,3/4.1 IMPACT GLAZING,EGRESS WINDOW,3-2X6 STUDS BETWEVN WINDOWS 112"0 THREADED ROD HOLD REEJUILD PUMP
GE AWNING P M A4824 4'-0"X r-0" 1,2,3/4.1 IMPACT GLAZING,SAFETY GLAZING DOWN SYSTEM EA SIDE OF OPENINGS
INGS& BE4bw 48.O.C.MAX, �
E4t�yy
GF DOUBLE HUN16 (2)P GM DH3669 3'-0'X 5'-9"EACH 1,2,3/4.1 IMPACT GLAZING,3-2X6 STUDS BETWEEN WINDOWS WITHIN 6"OF CORNERS(TYP)
EGRES WINDOW
GG DOUBLE HUN19 (3)PARAII IGM DH3669 3'-0"X 5'-9"EACH 1,2,314.1 IMPACT GLAZING,3-2X6 STUDS BETWEEN WINDOWS
CG
GH DOUBLE HUN19 (2)P IGM DH3089 7-W X 5'-9'EACH 1,2,3/4.1 IMPACT GLAZING,3-2X4 STUDS BETWEEN WINDOWS CUT SCREENED PORCH
ROOF BACK TO ADDITION
— — — — — — — — — — — — — — — — — — --
I
DOOR SC ED LE
NO. TYPE IZE MODEL NUMBER HARDWARE DETAILS REMARKS BUNKROOM I
MARVIN CUOFD THRESHOLD&
1 OUTSWING CLAD FIRENCH 0.=2'-8 16'X V-101/2 2668 WEATHERSTRIP SIM.1,2/4.1 IMPACT GLAZING 3-2X6
NEW WOOD FLOOR r' I
1A OUTSWING CLAD FMARVIN CUOFD THRESHOLD& SiMSPF#2 I I
�IENCH .0.=3'-1 16'X 6'-101/2 3068 WEATHERSTRIP .1,214.1 IMPACT GLAZING 1 STUDS � SCREENED PORCH
13-0 X 9-7 I I
2 FIVE-PANEL WO)PD 2'-6"X 8"X 13/8" - PRIVACY LATCHSET 51 SCREENED PORCH.
LINE OF 1ST-FL. 4' T-81/2' r-e" 2'-7' REPAIR AS NECESSARY
3 FIVE-PANEL WOOD 2'-0"X 8"X 1318" - - PASSAGE LATCHSET WALLS BELOW � ,eT
4 FIVE-PANEL WOOD 2'-0"X 'X 13/8" - PASSAGE LATCHSET ,�
Fil� 1 q ADD 16'WIDE WOOD STEP
---
--� r -� r- --------� r-J_L----------� 2 - I I
5 FIVE-PANEL WOOD 2'-4"X "X1318" - - PRIVACY LATCHSET I r__-- rJ �� r-----J L------------� � 3 I
EW DOOR NEW JS
6 FIVE-PANEL WOOD 1'-8"X "X 13/8' - - PASSAGE LATCHSET i EXIST W I[�OW i i §, 5 SHS. oC)
2 2'0" '-9"X 1318• SPECIAL SIZE,VERIFY IN FIELD. ROLLER CATCHES AND i i SHELF&R D 5 —— — — — — — —— — — —CABINET PULLS I °Q SAGE I �'-2l1r UNDERMOUNT7 PANEL WOOV O VIEW — —8 PANEL W00� (2)2'-0" '-9"X 1318" SPECIAL SIZE,VERIFY IN FIELD. ROLLER CATCHES A44D � I "' 4 ° KITCHENCABINET PULLS I o I 107 I I SINK GB NEW WINDOW IN
SIMPSON DORADO II THRESHOLD& 1 I H 2 NEW RAISED EXIST.OPENING
9 3/4 FRENCH WOOD 3'-0"X "X 1314" SIM.1,2/4.1 IMPACT GLAZING i EXISTING BATH I I I r't,,W/CLEAR GLAZING WEATHERSTRIP I i FINISHES AND r 109 �4UNDRY WOOD FLOOR EXISTING WOOD FLOOR ALL NEW FINISFIXTURES TO i i " I EXIST WOOD FL RELOCATED AND CABIN NEIN OUTDOORREMAIN SAFETY GLAZING IFMAmp W NEW I SHOWER WITH
!. ELECT.PANEL `iBATH 1 I 4 I NEW FRIG --- RANGE IICE --- BRICK PAD AND)
. . --
PEN MAKER 1 OPEDRAIN
1 L------------------- --J L� r� L-- --------- --------- J
F(
1 I i i G 3'-6" 5',51/2' :37!-9- ] EXISTING D LAV
HOWER � I I U 'O TOILET
L� i i 201 NEW 74" r—�T— I
I I "' I I FRAMELE I 11
I
GLASS GA
' II
BATH 1R`� � 1 '
F-1 I I
READIN EXIST WINDOW �� I ;S, 1 REPLACE WINDOW co
I - II
EXISTING 105 WITH ONE WITH
--------- I I LINEN CLOSET EXIST WOOD FLOOR ��4"yy HIGHER SILL(SAFETY
3.2X6 DUNG I - GLAZING)
--*-------- I SPF#2 I NEW WALLS
STUDS + ---------- ZO3 "
2 R ---------- -- 3-5112
I
11� NEW BEAM TO OPENI%, IN v~i WILLIAM A.LEUTHOLD AR8902
1
HALL i J , I h 8"
CARRY EXIST. FLOORUOVE
1 �---------- L_J
t•3 - - -
L J RELOCATED CU — — — — — — — —
I I P.T.6X6 POST 8"WOOD
FOR MAIN MOUSE CASED W/1X W D I PILASTER& EXIST WINDOW j l�
" NON-STRUCTURAL
WOOD PILASTE
r� 8 TO MATCH COL. I IG
WITH EDGE
1 i i i i I SF
L ;
I I 1 i LI OF IST FL. 1 1
1 1 I I W BELOW-----J I ------ ------ --- FLORIDA SEAL
I I -
' 3-2X6 REVISIONS: DATE:
SPF#2 BEDROOM 1.WINDOW SCHEDULE 1/4/2012
1 i i STUDS NEW BEAM TO 104 ATLANTIC BEACH PERMIT 116/2012
1 1 i I I CARRY EXIST. LELNG NEW WOOD FLOOR TO
1 1 1 I I ROOF 10 REPLACE EXISTING IN EXIST WOOD FLOOR
j I I I I I EAST END OF ROOM AND
NEW�
� IST FOYER. MATCH AND
I 1 11 L J WOOD FLCOOR WEAVE INTO EXISTING.
I
I I I ] I I
DRAWN BY: DATE
�� EXIST WINDOW
m WAL/RBP 12/1/2011
i I I I I _
I I 1 1 BEDROOM 4-8"X 8'-W CASED
I IAPPROVED BY:
NEW PANEL 1 , OPENING CENTERED
ON NEW WINDOW WAL
WOOD DOORS AT I
CLOSETS r 1 I \ DRAWING FILE:
&Z
' --- --------� ----------- RILEY GUEST 2.2 FP
---- 1/2'0 THREADED ROD HOLD EXIST WINDOW NEW DOOR EXIST IN
' ® �� DOWN SYSTEM®48'O.C.MAX, t FOYER J RENOVATIONS AND ADDITIONS
EA.SIDE OF WITHIN 6'OFOPENINGS&CORNERS(TYP) 3'-6' Floll
t NEW WOOD FLOOR Q 1 NEW BRICK STOOP&S S ANN RILEY
s2X4 (2)RISERS @ r t
GUEST HOUSE
----- , I 149 BEACH AVENUE
- --- 1 ATLANTIC BEACH, FLORIDA
_ EXIST WINDOW EXISTING BRACKETS AND � I G H REMOVE EXIST.J
AWNING TO REMAIN r r t,U O UCONCE LIGHT
I SCONCE
GUEST HOUSE
FIXTURE
FLOOR PLANS
pcQOR AND WINDOW NOTES: PORTABLE GRILL ON 6'-0"
GLS IN ALL EXTERIOR WINDOWS AND DOORS SHALL BE TINTED BRICK PAVERS AT SCHEDULES
SECOND FLOOR PLAN T(9 REDUCE LIGHT TRANSMISSION 45%TO MEET THE FIRST FLOOR PLA 14 GRADE.
1/4"m VV RE§PUIREMENTS OF SECTION 161.053(5XC),FLORIDA STATUTES 1/4'=1W
NORTH
G2m2
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i
WILLIAM LEUTHOLD
ARCHITECT INC.
CEDAR SHINGLES ON DRONAGE MAT 2742 HERSCHEL STREET
12"GWB HOUSE WRAP ON 1/2"cu_c PLYWOOD JACKSONVILLE, FLORIDA 32205
SHEATHING ON 2X6 STUD(OR 2x4 AT 389_5456
HEADER EXIST.)@ 18"O.C.
i
OPPER FLASHING
1314"BED MOULD
5/4 X 6"CASING
HOUSE WRAP TO
OVERLAP FLASHING TAPE- v
LASHING TAPE OVERLAPA§
CASING FLANGE
JAMB EXTENSION
WINDOW
HEAD 1/4.1 NOTE:DRAINAGE MAT N01T
TO BE INSTALLED UNDER
3"=T-T CASING
WALL FINISH CEDAR SHINGLES ON DRMNAGE MAT
HOUSE WRAP ON 1/2"CDO PLYWOOD
INSULATION SHEATHING ON 2X6 STUD@(OR 2X4 AT
IS_•.T.)�18"O.C.
5/4 X 41/2"CASING
FLASHING TAPE OVER
FLANGE
CASING
INSTALL NEW
SEALANT
ARCHITECTUI
ASPHALT SHOGLES
NEW ROOF,91TRUCTURE I EXI NG I JAMB EXTENSION
WINDOW
AND BRACKEIT 2X6 PtA D
EXISTING ROOF ARCHITECTURAL — RECESSED LIGHT WOE
J2 IN EXISTING
OF
i JAMB 2/4.1
BEYOND I ARCHITECTURAL ASPHALT SHINGLES T I
SHINGLES OVERHANG. � =
— —— — ADDITION BEYOND 3" 1'-0'
EAVE DRIP&WOOD FASCIA EAVE DRIP& r — — —, — — __T —— —
�
� �–WOOD FASCIA -------- -- WOO[bBEAM---�
EXISTING WAIS MOUNTE WIN OW I I
i TTi WINDOW
LIGHTFIXTURE BEYOND LJT STOOL
B ISTI G 90 WOOD3 Fil
REMOVE WINNOW&
PORTION OF VO/ALL&
CEDAR SHINGLES — WALL SCONCE K3
SEALANT
INSTALL NEW�R j I TO MAN N EXISTING WALL —— — —
G. MOUNTED
TO gF N WOOD SILL NOSING
r—
REMO WINDOW&INSTALL NEW NEW WIJNDOWy EXIST.SCREENED PORCH CORD & �FtICK STOOPI (1 1 OD X L NO
NEW BRICK S1fAOP& i WINDOW,PATCH WALL W/SHINGLES
STEPS STEft
TO MATCH EXISTING CASING
FLASHING TAPE UNDER
- - - - - - - -- - - - - L - - J — _ - - - - - _ - - _ FLANGE,FOLD OVER INTO
OPENING&UP SIDES TO
FORM SILL PAN
WALL FINISHFORM
SHINGLES ON DRAINAGE MAT
REMOVE DOOR&INSTALL INSULATION
NEW WINDOW,PATCH WALL HOUSE WRAP ON 1/7 CDX
W/SHINGLES TO MATCH 6--l' 1'-0' PLYWOOD SHEATHING ON 20
ADDITIONEXISTING EXISTING STUDS(OR 2X4 AT EXIST.) 18"O.C.
PARTIAL NORTH ELEVATION SILL 3/4.1-
1/4*=1'-0" EAST L EVATI O N 3'=1'-0.
1/4"=1'-0'
i
Fdevelopment
ity of Atlantic Beach
g and Zoning Department
ZOOR AND WINDOW NOTES: erifies compliance with applicable
vision and other local land
CLASS IN ALL EXTERIOR WINDOWS AND DOORS SHALL BE TINTED gulations, but does not constitute
approval for the issuance of permits. Compliance
�O REDUCE LIGHT SECTION
161. 45%TOM FLORIDAET THE with Florida Building Code and all other applicable
RCEQUIREMENT50F SECTION 161.053(5KC),FLORIDA STATUTES local, State and Federal permitting requirements
muspplica
t be verified by signature of the City of Atlantic
Beach Building Official prior to the issuance of a
Building Permit.
WILLIAM A LEUTHOLD ARr■02
Approved By;
Date: pment Director
FLORIDA SEAL
ISTI G
INSTALL NEW ARCHITECTURAL
W
ASPHALT SHINGLES REVISIONS: DATE-
ELECTRICAL
ATEELECTRICAL 6/6/2011
ARCHITECTURAL ASPHALT SHINGLES
ATLANTIC BEACH PERMIT 1/6/2012
i
i
ARCHITECTURAL ASPHALT SHINGLES
01 ri
i
DRAWN BY. DATE:
r —
EXISTING ROOF BEYOND WAL 12/1/2011
EAVE DRIP&WOOD FASCIA EAVE DRIP&WOOD FASCIA
APPROVED BY:
� WINDOW TRIM TO MATCH EXISTING. WINDOW TRIM TO MATCH EXISTING i11 , IT i i i
Ii IFff 11 11 F II'll IT 11 WAL
DRAWING FILE:
Fig IBRACKETS EXISTING PAINTED WOOD RILEY GUEST 4.1 ELEV
CEDAR SHINGLES TO MATCH CEDAR SHINGLES TO MATCH RENOVATIONS AND ADDITIONS
EXISTING. EXISTING.
ANN RILEY
GUEST HOUSE
iuLi 11 149 BEACH AVENUE
-------------- ATLANTIC BEACH, FLORIDA
EXISTING AMMON GUEST HOUSE
ELEVATIONS
E T ELEVATION REBUILD PUMP
ADDITION EXISTING DETAILS
ENCLOSURE SOUTH ELEVATION
1/4"=1'-0'
G4ml
WILLIAM LEUTHOLD
ARCHITECT INC.
2742 HERSCHEL STREET
JACKSONVILLE, FLORIDA 32205
389-5456
- i
EXISTING ROOF BFEYONp
FASTEN ROOF SHEATHING w/8d
ALIGN WITH RIDGE OF ROOK RING SHANK COMMON WIRE NAILS
PITCH OF SOUTH$IDE DETERMINED FROM SECTION 115.1 @ 4"O.C.EDGES AND
BY INTERSECTION OF NORTH SIDE WI6'O.C.FIELD.
EXISTING ROOF FASTEN ROOF SHEATHING w/8d EXISTING RAFTERS
RING SHANK COMMON WIRE NAILS
2-2X8 SYP#2 RIDS BEAM D.C.EDGES AND 5112'OPEN-CELL FOAM INSULATION
�4"
6"O.C.FIELD. 2X6 SYP#2 LEDGER AND ARCHITECTURAL ASPHALT SHINGLES
ARCHITECTURAL ASPHALT SHINGLES 1 O ON H2.5
VERIFY K MATCH EXIST. _ 12 CONNNECTECTOR ON SYNTHETIC UNDERLAYMENT ON
ON SYNTHETIC UNDERLAYMENT ON 112"CDX PLYWOOD ON 2X6 SYP#2
1*4 318 112"COX PLYWOOD ON 2X6 SYP#2 12 RAFTERS @ 24"O.C.
U —�t4 318
7112 RAFTERS @ 24'O.C. 1pc SIMPSON MTS12TWIISTED STS
II,I.1 .Ilfjl
1 pc SIMPSON MTS12 TWISTED STRAP I
'� TCH EXIST AT EACH RAFTERSE
1p SIMPSON A35 FRAM MATCH EXIST' AT EACH RAFTER-SEE STRUCTURAL
EXIST.WOOD CEILING SHEET 8.5
TE
-2X6 SYP#2 TOP PLA
EACH 2
ANGLE AT �FfER SHEET 8.5
TO RIDGE BEAM 2-2X6 SYP#2 TOP PLATE
CUT OVERHANG TO 5112"
I
112"GWB CUT OVERHANG TO 51/2'
EXIST.WOO )CEILING
' 1 114"COPPER EAVE DRIP&P.T. EXTEND TRIP TO CEILING 1 1/4'COPPER EAVE DRIP&P.T.1X2
5112"OPEN-CELL FOAM 1X2 TRIM—. EXIST.BEAM BEYOND
INSULATION �-1X8 FASCIA 1X6 TRIM ADD 1 SIMPSON MTS12 TWISTED MATS AILING TO X8 FASCIA
AFI EXIST.
MET.FLASHING 1X10 BEAM BASING -
2X6 SYP#1 BLOCKING 1314"X 44.0'2.0E MICROLAM STRAP FROM EACH EXISTING RAFTER 2X6 SYP#1 BLOCKING
11
2-2'x8"SYP#2 HEADER COPPER FLASHING LVL ROOF SUPPORT BEAM TO NEW ROOF BEAM I 2-2''SYP#2 HEADER COPPER FLASHING
3.13/4"X 14.0'2.0E MICROLAM I i I i SEE FIIRAMING PLAN
SEE FRAMING PLAN I WILLIAM A.LEUTHOLD AR8902
Lj
LVL ROOF SUPPORT BEAM
BEAM CASINGS-SEE DETAIL 315.1 Iii I i I
'I EXIST.SCREENED PORCH ROOF,CUT I III II
BACK TO NEW WALL LINE
I I P.T.6X6 POST CASED IN 1X WOOD(8"
SQ.FINISHED)BEYOND
DETAIL 3/6.1
112'-1-0'
SHORE ROOF b REMOVE WALL I i I i � WINQ50yy
WINDOW III �t
ti, I I WFILL FLOOR SYSTEM DESIGN
FASTEN 112"COX PLYWOOD WALL CRITERI: Iii i I II FASTEN 112"CDX PLYWOOD WALL
FLOOR DEADLpeSHEATHING.w/8d COMMON WIRE
SHEATHING.w/8d COMMON WIRE FLOOR AD =40psf
FLORIDA SEAL
NAILS @ 3O.C.EDGES AND
NAILS®3'O.C.EDGES AND
"a I W O.C.FIELD(TYPICAL) Iii i I B'O.C.FIELD(TYPICAL)
CEDAR SHINGLES ON DRAINAGE MAT ON FLOOR SYSTEM DESIGN CRITERIA I I REVISIONS: DATE:
HOUSE WRAP ON 112'CDX SHEATHING a 3/a'STURDI-FLOOR SUB FLOOR Iii I ATLANTIC BEACH PERMIT 1/612012
FLOOR DEAD LOAD =20psf 2-2X6 SYP#2 PLATE PLYWOOD SHEATHING.GLUE AND I I I I WOQJp PANELLING TO 2-2X6 SYP#2 PLATE
'. ON 2X6 SPF#2 STUDS @ 16"O.C. FLOOR LIVE LOAD =46psf
i FASTEN TO WOOD JOISTS w/10d i i i MATES f{EXIST.
INSULATKNV 112"0 THREADED-ROD CONNECTION
112'0 THREADED-ROD CONNECTION COMMON WIRE NAILS ®4'O.C. I I I R-19 I
314"STURDI-FLOOR SUB FLOOR 112"GWB SYSTEM AS PER STRUCTURAL EDGES AND 8'O.C.FIELD I I I I FINI SYSTEM AS PER STRUCTURAL
PLYWOOD SHEATHING.GLUE AND R-19 INSULATION SHEETS 8.2 AND 8.4
I ���� SHEETS 8.2 AND 8.4
0 WOOD JOISTS wl 10d CEDAR SHINGLES ON DRAINAGE MAT ON 1 A GERw/SIMPSON -10dLUSx FACE MOUNT Iii i S DULED ON 3/4'
FASTEN T FINISH FLOOR AS SCHEDULED HANGER w/10-10d x1 112' Iii i S�I�ID-I-FLOOR CEDAR SHINGLES ON DRAINAGE MAT ON
COMMON WIRE NAILS T 4"O.C. ON 314" LO R A FLOOR HOUSE WRAP ON 1/2"CDX SHEATHING DEC(ING ON P.T.2X8 HOUSE WRAP ON 112'CDX SHEATHING DRAWN BY: DATE
EDGES AND L O.C.FIELD ON 2X8 SPF#2 STUDS®16'O.C. COMMON��NAILS Iii SYPH FLOOR JOISTS ON 2X6 SPF#2 STUDS 016"O.C. RBP 1211/2011
G ON P.T.2X8 SYP#2 EXIST.FLOOR STRUCTURE
DECKING 16'
®C.
2X6 SYP#2 PLATE
JOISTS 16 O.C.
I APPROVED BY.
FLOOR
I� 2X6 SYP#2 PLATE
EXIST.SCREENED PORCH 16'_7" 18'-7" I I
DECKING✓k FLOOR JOISTS DAL
� 1/2'0 X 10'ANCH.BOLT W/2'X 2"X 1/8' 1/2'0 X 10"ANCH.BOLT W/2'X 2'X 118"
PLATE WASHER . 24"O.C.T P.T.2X8 PLATE WASHER Q 24"O.C.&P.T.2X8 DRAWING FILE:
SYPH PLAN R-1 (INSULATION SYP#2 PLAT= RILEY GUEST 5.1 WS
R-19 INSULATION 1-#5 CONTINUOUS
EXIST.FOUNDATION WALL 1-115 CONTINUOUS
• 16'-0�11 ( 6'CMU STEMWALL W/1.1f5 RENOVATIONS AND ADDITIONS
8 CMU STEMWALL W/116 — -- VERTICAL®48"O.C.
16'-5112 I VERTICAL®48"O.C. ANN RILEY
- •. EXIST.FOOTING —, CONCRETE FOOTING W/
CONCRETE FOOTING WI 2-#5 CONTINUOUS
• GUEST HOUSE
• 2-#5 CONTINUOUS
1 1'-e" 149 BEACH AVENUE
ATLANTIC BEACH, FLORIDA
SECTION 2/5.1
GUEST HOUSE
SECTION 1/5.1
112"=1'-0• SECTIONS
1/2"=1'-0'
k
5ml
V
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it
i
WILLIAM LEUTHOLD
ARCHITECT INC.
2742 HERSCHEL STREET
JACKSONVILLE, FLORIDA 32205
i
389-5456
ELECTRICAL SCHEDULE
DOWN LIGHT:5'JUNO IC20 WITH 440 WH TRIM
AND 65W BR30 LAMP
B - SURFACE OR PENDENT CEILING FIXTURE
}� SCONCE BY OWNER. INSTALLATION BY
CONTRACTOR
SHOWER/CLOSET LIGHT:LITHONIA LC6 6'
RECESSED HOUSING W/6LF1 TRIM
DOWN LIGHT:JUNO ICI WITH 440 WH TRIM
I
7
WITH 35W MR16 LAMP
F® WAC LINE VOLTAGE UNDERCABINET BA41XA
G 0 1X4 2 TUBE FLUORESCENT UTILITY
H o UNDER-CABINET OR OVER-DOOR
CLOSET LIGHT W/MIR SWITCH
" Y 2 LIGHT FLOOD
I T
4 DOWN LIGHT:LITHONIA LC6 6'RECESSED
HOUSING W/602 TRIM
EXISTING LIGHT FIXTURE TO BE REMOVED
1'
EXISTING LIGHT FIXTURE TO REMAIN
TTD TELEPHONE OUTLET
Q CABLE TV OUTLET
MEDIA OUTLET WITH:
1-CAT-5E AND 1-RG-6 COAX(M2)
2-CAT-5E AND 2-RG-6 COAX(M4)
$ LIGHT SWITCH. LEVITON
$3 3-WAY LIGHT SWITCH. LEVITON
$D LEVITON SLIDE DIMMER
$J JAMB SWITCH
110V DUPLEX OUTLET
110V GROUND FAULT DUPLEX
— —— — — — — — —
I
— — — — I GFI � OUTLET
WP 110V WATERPROOF GROUND
FAULT DUPLEX OUTLET
33E 220V OUTLET
EXHAUST FAN
I
CEILING FANLIGHT COMBO
I SWITCH SEPARATELY
I
o C IST I ® SMOKE DETECTOR
69-41 A
F ELOCATE EXIST CARBON MONOXIDE DETECTOR
-------
33 EXIST
F- - _ - - - - - - - - - - - THERMOSTAT
I _- OA ALARM PANEL
I
O I EXIST A A A
F EXIST. i _J NOTES:
D I B ELECT. I r 1.CONTRACTOR SHALL PROVIDE GFI RECEPTACLES IN
TACKED W PANEL ALL LOCATIONS REQUIRED BY ALL LOCAL,STATE OR
NATIONAL CODES&ARC-FAULT CIRCUIT INTERRUPTERS
C I RI D NEW REFRIG _ ME---,L
_ _ IN ALL BEDROOMS PER ARTICLE 21012.
db MGFI F FI L R F FI 2.PROVIDE POWER TO ALL APPLIANCES AND
ELECTRICAL DEVICES PER MANUFACTURERS
Fpix 'T EXIST REC EXIST SPECIFICATIONS.
G A I (IST 1 3.PLACEMENT OF SWITCHES AT DOORS SHALL BE
E ' o --
•O I
COORDINATED WITH CASING WIDTH TO CLEAR ALL
CASINGS.
4.ALL ELECTRICAL WIRING TO BE IN ACCORDANCE WITH
EXIST 2008 NATIONAL ELECTRICAL CODE.
TO SW f ��\ I I I 5. ANY EXISTING ELECTRICAL DEVICE WITHIN 24 INCHES
FURR ENTIRE CEILING Ila NEW OF A
PL
FL FIR ` � I I I I INSTEAD OF PLACING BE REUSED
G NEW DEVICE.
FLOOR To PENDANT LIGHT I FIXTURE AT SECOND I _ SHOWER TO LEVEL OF I DDD � �, BOTTOM OF EXISTING FFR 6.AT EXISTING ELECTRICAL DEVICES TO BE RETAINED
FLOOR ``- AND REUSED,VERIFY GROUND AND REPLACE SWITCH
A ______ I I OR RECEPTACLE AND FACE PLATE. ALL SWITCHES
h DIMMERS WHERE NOTED.
I
r
----------------------- I o REL
f
FLOOR PLUG.
1 � I , WILLIAM a LEUTHOLD AR8902
d
— — — LOCATION TO BE I I QEXIS
— -DETEWNEG — — — — —
RELOCATED CLI — C — — — —--— —— —--- — — — EXIST
FOR MAIN HOUSE
C
-
-- -------- -
II
I
A T I EXIST
I -
I I ,
- � ----- I i FLORIDA SEAL
EXIS71 REVISIONS: DATE:
EXIST o ELECTRICAL 6/8/2011
I
A A I
I
I
EXIST
EXIST
T � I
A I DRAWN BY: DATE:
T ; WAL. 12/l/2011
APPROVED BY:
sI i WAL
I
-
----- DRAWING FILE:
----------- RILEY GUEST 7.1 ELEC
A K I I
3 I I RENOVATIONS AND ADDITIONS
EXIST J
r I I
NOTE:IFNONE EXIST,INSTALL SMOKE DETECTOR INSIDE EACH BEDROOM 8 EXIST ANN RILEY
�
ONE SMOKE DETECTOR IN THE HALL OUTSIDE OF EACH BEDROOM 8 ONE
CARBON MONOXIDE DETECTOR WITHIN 10 OF EACH BEDROOM ; ; GUEST HOUSE
149 BEACH AVENUE
--- ATLANTIC BEACH, FLORIDA
III J2 -FFl-- ---------�
L L I REMOVE EXIST.
— — — — SCONCE LIGHT GUEST HOUSE
ELECTRICAL PLANS
SECOND FLOOR ELECTRICAL PLAN FIRST FLOOR EL
-/4 =1'-0• ECTRICAL PLAN
NORTH 1/4'm 1'-0'
G7ml
WILLIAM LEUTHOLD
ARCHITECT INC.
2742 HERSCHEL STREET
JACKSONVILLE, FLORIDA 32205
389-5456
CONVENTIONAL ROOF FRAMING DfESIGN LOADS:
RAFTER DESIGN DEAD LOAD =1 I
RA 0,
Pd
RAFTER DESIGN LIVE LOAD =
1r-11'
BALLOON FRAME GABLE END WALIL w/2X6 SPF#2 V-8W X 10"D CONCRI@FOOTING W/2-#5
FULL HEIGHT STUDS @ 11()"O.C.
CONTINUOUS
A358"CMU FOUNDATION
1v_5 WALL W/145 VERTIC%L
48"O.C.
(2)2"x8"HDR CUT SCREENED PORCH
ROOF BACK TO ADDITION
—ADD 1 p SIMPSON A35 IUI EXIST.BEAM I f —— _-
EACH RAFTER TO I I I I ❑ ❑ ❑
RIDGE BEAM 314"STURDI-FLOOR SUB I r— —— —— —
__ __ __ —— — ❑ FLOOR PLYWOOD I I I I ❑
—VIII SHEATHING.GLUE AND
FASTEN TO WOOD
d JOISTS w/10d COMMON I 1_
—— —— —— —— — � WIRE NAILS ®4'O.C. I —— —— —— —
SR ❑ = EDGES AND 8'O.C.FIELD I — _ I I ;, ❑
EXIST.FLAT PORCH ROOF EXIST.PORCH
_ _
w
-- cmI -- - ❑ I r- -- - -- -1 I El
11
N 2-2X4 SYP#2 KING POST I l_ -- —
-- -- -- -- — EXIST.BEAM �-: I I - - - — -- --� I- -- - - - - -- -- --}- - - - - - - -
EXIST.HDR EXIST.HDR I I —
L
— — — — FLOOR D CRITERIA
— � ESI
a: ——
I
FLOOR�FJ1D LOAD 20pef
2ND LEVEL GABLE END WALL I
FLOOR LIVE LOAD 40pst I
I _ � I
� nl I I II
I
II I
N I III o a
cli
I
I � I
nl
I I III I I 1 EXISTING 2)&RIMBOARD
I
———,--—�LL4 —
N L`
a r
I
N I EXISTING FRjIINDATION WALL
EXISTING F(DfpTI ,
Lu
N I > ED
`✓ i ] J __ I _ EXISTING OFF-GRADE WOOD
111
FLOOR STRUCTURE
k
EXISTING FINISHED FLOOR
Z I `+; �
I
p I 'C•8'YV X 10'D GONCRETE---•F
—67— —— Ell tIOM W/2-#6. I —
v� ;g i hCONTNUOUSI
— i —— EXISTING ROOF STRUCTURE (!r CMU FOUNDATION i _1-4
EXISTING 2' g•RIMBOARD
1
:MALL V11 I VERTICAL I I I
48'O.C. I —— 31V STURDI-
H2.5 FLOOR SUB FLOOR
I I w 111 SIMPSON H2.5 CLIP AT I I I PLYWOOD ftEATHING.GLUE AND
EACH RAFTER TO PLATE ( —— FASTEN TO 14V000 JOISTS w/10d
11I I .
�i m I COMMON WARE NAILS�4 O.C.
FASTEN ROOF SHEATHING w/8d __�_J LL— _ 2X8 FLAT,ATTACHED TO EXIST. EDGES
RING SHANK COMMON WIRE NAILS
� I I i III �— FRAMING W/2-#10 SCREWS® I I__ 'O.C.FIELD WILLIAM A LEUTFIOLD AR8902
N EACH INTERSECTION
@ 4'O.C.EDGES AND
6"O.C.FIELD. x
p
v II � III
I ( I 1 p SMPSftLUS28 FACE MOUNT L/
—— -—1fT FUINGERw/I(b-10d x11@"
J /
—— `r' COMMON WNE NAILS
--
N 16-5117 I I I
FLORIDA SEAL
I
REVISIONS:SOWS' DATE
ATLANTIC BEACH PERMIT 1/6/2012
I
—_ — -- Llt
EXIST.HDR — — —
11
�x W-FLL FLOOR SYSTEM DESIGN(3?(iERYL DRAWN BY: DATE-
FLOOR DEAD LOAD : RBP 12/1/2011
II ?�
IN-FILL CONVENTIONAL ROOF FRAMING DESIGN LOADS: N FLOOR LIVE LOAD =40pef
IN-FILL RAFTER DESIGN DEAD LOAD =10 psf
APPROVED BY:
IN-FILL RAFTER DESIGN LIVE LOAD =20 psf WAL
_ ® DRAWING FILE:
EXIST.HDR
RILEY GUEST 8.1 FD FR
Ak; RENOVATIONS AND ADDITIONS
ANN RILEY
ROOF FRAMING PLAN z FOUNDATION PLAN
1/4'=1'-W
1/4'=ra GUEST HOUSE
149 BEACH AVENUE
NOTE: ATLANTIC BEACH, FLORIDA
A FOUNDATION SURVEY SHALL BE PEIFORMED AND A COPY
OF THE SURVEY SHALL BE ON THE "
SITVE FOR THE BUILDING �
r a INSPECTOR'S USE PRIOR TO FRAMINqIMpECTION OR ALL GUEST HOUSE
PROPERTY MARKERS SHALL BE EXPO&D&A STRING FOUNDATION PLAN
STRETCHED FROM MARKER TO MARWJR TO VERIFY
REQUIREDSEM CM. ROOF FRAMING PLAN
G 8
1
■
i
BALLOON FRAME GABLE END WALL w/ WILLIAM LEUTHOLD
2"x6" SPF NO.2 STUDS ® 16" Q.C. SHEARWALL SPECIFICATIONS 1pc SIMPSON HTT22
FRAME EXTERIOR BEARING HOLD DOWN w/ 32-16d ARCHITECT INC.
WALL w/ 2"x6" SPF No.25 SW-1 INSTALL 1/2" CDX PLYWOOD SHEARWALL SHEATHIft OVER COMMON WIRE NAILS 2742 HERSCHEL STREET
STUDS CSD 16" O.C. NEW 2"x6" SPF No.2 STUDS AND FASTEN WITH 8rh COMMON " JACKSONVILLE FLORIDA 32205
8.4 f DRILL 10� AND EPDXY 389-54� FL.CORP. AA2755
WIRE NAILS C� 3 O.C. EDGES AND 6 O.C. FIELD. INSTALL 5/s 0x12 THREADED ROD,
1/2"O THREADED ROD 0
SHEARWALL REACTION 0 SPF No.2 BLOCKING AT ALL HORIZONTAL JOINTS. (INSTALL WASHER AND HEX NUT
i
SW-1 2Xs 2xs SW-1] ONE PIECE 1/2"0 DIAMETER ALL THREAD REACTION( INTO EXISTING 8" CMU
CONNECTOR EACH END CHRISTOPHER C. KATHE, INC.
'
_... .. . .. ... ..... .. ................. .... - .. ................. ..... ..... .......... ............... .... CONNECTOR ROD AT EACH END OF SHEARWALL SEGMENT. STEMWALL BELOW.
OF SHEARWALL SEGMENT
(2)2"x8" CONSULTING STRUCTURAL ENGINEER
SW-2 INSTALL 1/2" CDX PLYWOOD INTERIOR SHEARWALL SHEATHING ALL DRILLED AND EPDXIED DOWELS SHALL BE 420 OSCEOLA AVENUE
,7F OVER EXISTING 2"x4" SPF No.2 STUDS AND FASTEN WITH 8d INSTALLED WITH SIMPSON S1�IRONG-TIE "SET" JACKSONVILLE BEACH, FLORIDA 32250
FFRAME-IN EXISTING DOOR
FRAME EXTERIOR BEARING
„ " OPENING w/ 2"x6" SPF No.2 COMMON WIRE NAILS ® 3 O.C. EDGES AND 6" O-IC. FIELD. TWO COMPONENT EPDXY ADHESIVE OR EQUAL. (808)217-4707
3
H Tl'22
WALL w 2x6 SPF No.2 INSTALL SPF No.2 BLOCKING AT ALL HORIZONTAL -� INSTALLATION SHALL BE IN ACCORDANCE
3 / JOINTS. FL P.E. 36820
�� ; STUDS ® 8 O.C. EXISTING
INSTALL ONE PIECE SIMPSON HTT22 HOLD DOWN WITH THE MANUFACTURERS IIINSTRUCTIONS.
8.4
STUDS ® 16 O.C. SAT EACH
cckathe@gmaii.com
TYPICAL
. . HEADER TO BE CUT BACK
"
N
END OF SHEARWALL SEGMENT.
O �.
AS REQUIRED.
ao BUNKROOM SCREENED PORCH
.xINDICATES 1/2" CDX PLYWOOD SHEARWALL AS PER SCHEDULE SIMPSON HTT22 TENSION TIE HOLD DOWN
ADD 4
' N cs 2"x4"
.� P cn 3 REFRAME MODIFIED DOOR OPENING DETAIL
" SPF N0.2 SUPPORT. z s / P » » • - INDICATES ONE PIECE /2" DIAMETER ALL-THREND
w 1 c 2"x6" SPF No.2 JIACK
STUDS AT BEAM EXISTING STUD AND 2pcs 2x6 SPF No.2
p REACTION CONNECTOR ROD
ADD IHTERIDR BEARING SIDE �-2SCALE: NTS
SHEARWALLf
FULL HEIGHT STUDS EACH/NkEWw» THIS SIDE NG DOOR - INDICATES ONE PIECE SIMPSON HTT22 " "
1/20 THREADED ROD SW-2 REMAIN•AS4S' (EXISTING EXTERIOR HOLD DOWN {EXISTING 2x4UPLIFT CONNECTOR ROD _ "� _ - HALL �UNKROOM WALL STUDS
_
- --- _ ;WALL FRAMING S
ALIGNED w/ THREADED i �► I. OB -:.-.. - INDICATES THE NUMBER OF FULL HEIGHT 2"x4$'/!2%6"
3 2)2 x8 sSHELVEs (2)2 xb EXISTING f (REMAIN "AS-IS".
# STUDS »
RODS FROM ABOVE ,,.,r:. HEADER r EACH SIDE OF THE DOOR OR WINDOW OPENING. IINSTALL TWO '/2 0x8 THREADED ROD,DRILL! AND w/ »
sHEusROD __... ._.._ _...._.. _ PIECES FULL HEIGHT STUDS EACH SIDE MINIMUM.
- . SYP
...... ....+ _.v ............W.._.... ,
8
' � € M• 5' 2' MINIMUM EMBEDMENT
0 ,,, €I m - NEwwNDow OTES: w/ 2"x2"x'/s" PLATE WASHER (PLATE 0.2 ILL
' m- PASSAGE IN EXISTING 1 SEE DETAIL 1/8.2 FOR TYPICAL SHEATHING NAILING PATTERNS. TO EXISTING 8" CMU STEMWALL
2pcs SIMPSON HTS24 TWISTED `00 III BATH 2 KITCHEN SINK = OPENING
„ _
STRAPS FROM EACH HEADER N Tue s ���_x Z ..... s E 2 PROVIDE A MINIMUM OF A 2 STUD END POST AT THE [END OF ALL BELOW. MAINTAIN 24 O.0 _
BEAM TO SUPPORT STUDS " _-- - SPACING IN-BETWEEN
I.AUNDRY
"' II NEW WINDOW IN EXISTING OPENING SHEARWALL SHEATHING SHALL BE CONTINUOUS THRU INTERSECTING
ANCHOR BOLTS
BUTT JOINT
_ SHEARWALL SEGMENTS
7 3 UOUS I
wtD REFRIG. RANGE ►, „ ED
s.r� - 8.2 NO MODIFICATION OF EXITING WALL UNLESS INTERSECTIONS ARE SOLID 2x4 FRAMING
"O ' III " m.. F NEW TOGETHER WITH 10d COMM NAIL PROVIDE AT A DISTANCE OF NO
_.
_..._... -m..w. ET ER W ON WIRE NAILS AT 4" MINI `
M
CV FOR
H 2 . . . .. . . m. ................m. r WINDOW S ISAMEESIZE Ag I
EXISTING.
AN �6" A ORE `n
LESS THAN AND NO M
GUM THAN 12 FROM ALL BUTT „
LTT2
0 NDAR : OF ROOF
All: B U
cn .. 1 0 6
NEW FRAME NEW INTERIOR ;' NGJ OR WALL JOINTS IN THE L PLATE
SHEATH( _
:IIIA
PARTITION w/ EATHING
ni00
„ »
x
I 2x4 SPF No.2 i . NEW WINDOW
3pcs 2"x6" SPF N0.2 I - ; :.... .. sv €, f IN MODIFIED
,
• ANCHOR BOLT ADDITION TO EXITING
" STUDS 0 12" O.C,
STUDS AS STRUCTURAL " III; " ? E OPENING ,
...........
;.:,
WALL `SILL PLATES AT BUNKR'�OOM
MULL. SEE DETAIL 4 8.2 l ,... ��� = ADD 5 cs 2"' BATH 1 PLYWOOD
/ x4 SYP No.2
�Do `III. a SUPPORT STti1DS; AT BEAM REFRAME MODIFIED WINDOW OPENING ; ; ; 3 D ETAIL
x
' i�I x o BEARING w/ 1 pc 2"x6" SPF No.2 ,SACK
I III - 6,,.x6„ .P:T:... Yp ..N o.2 '- STUD AND 2pcs 2EXISTIING "x6" SPF No.2 NAIL SPAiLING AT :;' . . .. . . .'. SCALE. 3/4 = 1 -0
,1 , „
M " ------.. FULL HEIGHT STUDS, EACH SIDE
r •• POST w/ 1 p@ SIMPSON f N
SEE NO
SUPPORTED EDGES, t
"CUF ABU66 POST BASE, y` C TES OR SCHEDULE 1pc SIMPSON A35 TOP Ar4D
,IIIBOTTOM, EACH SIDE. FAS1T
I iv111, SEE DETAIL b/82
MOM ' _..__. .
3 .�-- _ 8d x 1/ " N
_-- EXAMPLE OF UN UPPORTED w/ 12- 1 2 AILS.
1 cn ........._ _.._. ,_. o
(UNBLOCKED) PANEL EDGE. . .
8.3 i i ._ LINING EXISTING WINDOW
w EXISTING INTERIOR TO REMAIN A"'
UNSUPPORTED PANEL EDGE INTERIOR
ao 0 4 cs SIMPSON HTS24 '
/ x -III' J P WALL FRAMING SHALL IS TYPICAL CONDITION
CU FOR ��� N > TWISTED STRAFES FROM UNLESS BLOCKING IS
REMAIN "AS-IS" po
! HEADER BEAM TO :THE REQ'D BY\SCHEDULE
," Ilk
�usE 6"x6" POST .
� OR NOTES
00
o. .x NAILING TO STUDS IOR
EXTERIOR
3pcs 2"x6" SPF NO.2 - N III, r BEDROOM EXISTING EXTERIOR INTERMEDIATE ROOF RAFTERS 3pcs 2"x6" SPF No.2 JACK STUDS
STUDS AS STRUCTURAL N ADD (3)1.75"x114.0" 2.0E WALL FRAMING SHALL SUPPORT IS 6 SPLICE TOGETHER w/ 2 SOWS 12d
MULL. SEE DETAIL 4/8.2 MICROLAM LVL BEAM UNDER REMAIN "AS-IS". O.C. `MAX. UON COMMON WIRE NAILS CSD 12" O.C.,
REFRAME NEW WINDOW IN
���- EXISTING ROOF FRAMING EACH LAYER
SII. ADD 4pcs 2"xt" SPF NO.2 EXISTING DOOR OPENING w/ EX M PLE NAILING PATTERN FOR SH EATH I N G
N `III, 1pc 2"x6" SPF No.2 JACK STUD VERTICAL STRUCTURAL MULL
N :,,,: SUPPORT STUDS AT REAM AND 2pcs 2"x6" SPF No.2 ExISTINGWINDOW ON ROOF, AND SHEARWALLS
N' �- BEARING , p AT LIVING ROOM
Oo FULL HEIGHT STUDS, EACH SIDE TOREMAN•As-Is'
;III; 5
T
1
D
EAIL
8.3 BELOW EXISTING WINDOW 4 DETAIL
T REMAIN'AS-IS'
O
HTT22 x€ SCALE NTS
II I8.21 SCALE: 11/2„ = 1,_O„
�.2
1E=TING
LTTso o
/2"0 THREADED ROD oTMaNAs-IWNDOWss FOYER , '% ' ADD 1pc SIMPSON H2.5 UPLIFT . ADD 1 c SIMPSON MSTA24 ADD 1 c SIMPSON H2.5 (UPLIFT
SHEARWALL REACTION : 00 EXISTING EXTE CONNECTOR AT TOP AND �° P P
x : LMPSON MSTA24 CONNECTOR AT TOP AND
NEW EXISTING :���. R�►� 1 pc S STRAP EACH SIDE OF
CONNECTOR EACH END r� / .x WALL FRAMING SHAL6-RAlp EACH SIDE OF BOTTOM OF THESE STUDS EXISTING DOOR HEADER BOTTOM OF THESE STUD`S
OF SHEARWALL SEGMENT c�i REMAIN "AS-IS". "
3 -0 !WINDOW HEADER
EXISTING
3 .
N TE: SPLICE ALL MULTI-PLY EXISTING EXTERIOR HEADER LTT208 H2•
H ADERS TOGETHER w/ 4 WALL FRAMING SHALL ° ...°..: - EXISTING 2"x6" " "
REMAIN "AS-IS". LTr LTr20B EXITING 2x6
R WS 12d COMMON WIRE NAILS FRAME NEW DOOR OPENING
CSD 12" O.C., EACH LAYER i `FboRT EGRIL1 BRICK( EXISTNGBRACKETSAND w/ 1pc 2"x6" SPF No.2 JACK DOUBLE TOP PLATE pp�DLE TOP PLATE
PAVERS AT GRA S. AWNING TO REMAIN „ „ „ » ' CHRISTOPHER C.KATHE FL P.E.36810
STUD AND 2pcs 2x6 SPF No.2 » (2)2 x8 ADD 2pcs FULL HEIGHT EXISTING qp� 2pcs FULL HEIGHT
EXISTING 2X6 SYP N0.2 " " HEADER
' FULL_ HEIGHT STUDS, EACH SIDE 2x6 SPF NO.2 2"x6" SPF N0.2
N TE: SPLICE 14.0"d 2.0E STUDS HEADER STUDS EACH SIDE I'
MULTI-PLY M I CROLAM LVL BEAMS OF MODIFIED STUILpS EACH SIDE
FIRST LEVELSHEARWALL FRAMING PLAN I ROUGH WINDOW OPENING. EXISTING 2"X6" OF VIEW DOORT ETHER w/ 6 ROWS 16d OPENING STUDS OPE=WING.
JE
MON WIRE NAILS CSD 12" O.C., » l
C
H LAYER SCALE: 1/4 = 1 -0 ADD 1 pc 2"x6" SPF N0.2 DOOR qp[� 1 pc 2"x6" SPF N0.2
MSTA24
CRIPPLE STUDS EACH ROUGH CRIPPLE STUDS EACH
1) ALL NEW EXTERIOR BEARING WALLS SHALL BE CONSTRUCTED w/ SIDE OF WINDOW OPENING. OPENING SIDS OF DOOR OPENING. FLORIDA SEAL
OTE: SEE ARCHITECTURAL DBL 2"x6" SYP No.2 TOP PLATE, 2"x6" SPF No.2 STUDS ADD 2"x6" `.SPF NO.2 IN-FILL REVISIONS: DATE:
(PLANS AND WINDOW/DOOR @ 16" O.C., AND 2"x6" P.-T. SYP No.2 BOTTOM PLATE, U.N.O. ADD 1pc §IMPSON LTT20B STUDS AS REQUIRED TO ADD 1pc SIMPSON LTT206 DEP PERMIT ISSUE 04/2612011
M UFACTURERS REQUIREMENTS 2) ALL NEW HEADER BEAMS SHALL_ BE SYP No.2 OR EQUAL. HOLD GOWN EACH SIDE MAINTAIN= HOLD DOWN EACH SIDE
> , OF NEW WINDOW FRAMING 8 O.C. SPACINGmo
OF (NEW DOOR FRAMING
R ACTUAL ROUGH OPENING INDICATES TIMBER FRAMED o INDICATES /2 0 THREADED ROD TO EXI§TING STEMWALL TO EXISTING STEMWALL
DIMENSIONS. NOMINAL EXTERIOR WALL ADD VIC SIMRSON H2.5 UPLIFT
DIMENSIONS SHOWN FOR • INDICATES 1 pc SIMPSON HTT22 BELOW CONNECTOR AT TOP AND BELOW
GENERAL LAYOUT. INDICATES TILL FRAMED X INDICATES 1 c SIMPSON HTS24 BOTTOM OF THESE STUDS ADD 1pc SIMPSON H2.5 DRAWN BY. DATE
INTERIOR WALL P ADD 1 pc SIMP�ON H2.5 UPLIFT I
c' R AT TOP AND FT CONNECTOR AT CCK 0412612011
N Tc0 UPL
�R.
1 c SIMPSON M..TA24 STRAP
CO NEC
_= INDICATES HEADER BEAM P
FRA LNG NOTE: GENERAL BOTTOM C)F THESE STUDS NOTE: TOP AND BOTTOM OF
FASTEN " " THESE STUDS. APPROVED BY:
CON RACTOR TO COORDINATE II u TfHE H2.5 w/ II II CCK
LOC TION OF FRAMING MEMBERS " » 1 c SIMPSON LTT20B 10-8dxl V2" JOB NO
P FRAMING AND STRAPPING AT COMMON WIRE NAILS FRAMING AND STRAPPING AT Ell-012
WI HVAC DUCT WORK AND 6x6 P.T. HOLD DOWN w/ 10-16d SEC VED
ELE TRICAL FIXTURE LOCATIONS. SYP POST COMMON WIRE NAILS MODIFIED EXTERIOR WINDOW OPENING FASTEN -THE MSTA24 MODIFIED EXTERIOR DOOR OPENING AUL 011 RENOVATIONS AND ADDiTIONs
_ , w/ 18-1 COd COMMON
® • DRILL 6" AND EPDXY AT RENOVATED BATH AT RENOVATED KITCHEN
ALL DRILLED AND EPDXIED THREADED » WIRE NA11LS BUREAU OF BMHES ANN RILEY
STU S SHALL BE INSTALLED 1 pc SIMPSON ABU66 POST /2 0x8 THREADED ROD, 7 DETAIL DETAIL & ASTM.SYSTL'Ma
WIT SIMPSON STRONG-TIE "SET" BASE. DRILL 8" AND EPDXY °' WASHER, AND HEX NUT FASTEN i-HE LTT20B S GUEST HOUSE
TWO COMPONENT EPDXY ADHESIVE 5/s"0x10" HOT DIPPED :. INTO EXISTING 8 CMU - » w/ 10-1 f6d COMMON 149 BEACH AVENUE
OR QUAL. INSTALLATION SHALL GALVANIZED THREADED STUD. STEMWALL BELOW. 8.2 SCALE: 1/2 ll-099 WIRE NAILS 8.2 SCALE: 1/2" 1'-0" ATLANTIC BEACH, FLORIDA
_ BE ACCORDANCE WITH THE FASTEN w/ 12-16d HOT DIPPED .I I
M A FAC TU R ER S INSTRUCTIONS. LTT20 B ; - 1. THESE PLANS ARE DESIGNED TO BIf IN COMPLIANCE WITH THE STANDARDS
GALVANIZED COMMON WIRE NAILS �� �Y:�,��., s '
ESTABLISHED IN SECTION 628-33.0tV FLORIDAADMNISTRATIVE CODE FIRST LEVEL WALL
SIMPSON L T T 2 0 B 2- THE MAN WIND FORCE RESISTING§YSTEMS ARE DESIGNED N ACCORDANCE
wnm SECTION 6,ANSLIASCE 7-M RAINIMUM DESIGN Lancs FOR BUILDINGS FRAMING PLAN � �
SIMPSON ABU 6 6 FD O S T B A S E TENSION TIE H O L D DOWN AND OTHER STRUCTURES'TO wITPOTANDTHE WIND LOADS ASSOCIATED
WITH A MINIMUM BASIC WIND SPEgp OF 120 MPH.
5 DETAIL 6 DETAIL 3. THE COMPONENTS AND CLADDINQPAVE BEEN SELECTED AND THEIR USE *'
INCORPORATED INTO THE DESIGI��SPECIFICATIONS IN ACCORDANCE v�
8.2 SCALE: 3/4" = 1'-0" �.2SCALE: NTS WITH SECTION 6 OF THE'MINIMUMI IDESIGN LOADS FOR BUILDINGS AND N C)
OTHER STRUCTURES•MENTIONED"AN NOTE 2. f
i
1 ROW 8d COMMON WIRE RING SHANK NAILS 3" O.C. CONVENTIONAL ROOF FRAMING: WILLIAM LEUTHOLD
2"x8" SYP No.2 LEDGER, FASTEN LEDGER RAFTER DESIGN DEAD LOAD = 10 psf ARCHITECT INC.
5 TO ROOF THRU PLYWOOD DECK w/ RAFTER DESIGN LIVE LOAD = 20 psf 2742 HERSCHEL STREET
8.4 2-#10x33/4" DECK SCREWS w/ 1" DIA. JACKSONVILLE, FLORIDA 32205
12 WASHERS AT EACH RAFTER INTERSECTIQN 389-5456 FL.CORP. M2755
F------ ----- - 7'/2f 1/2" CDX PLYWOOD ROOF SHEATHING,
FASTEN w/ 8d COMMON WIRE- RING SHANK CHRISTOPHER C. KATHE, INC.
I I I NAILS 0 3" O.C. EDGES AND E6" O.C. FIELD. CONSULTING STRUCTURAL ENGINEER
II II
°o °
I I I
1pc SIMPSON H2.5 w// 8-8d COMMON WIRE 00
420 OSCEOLA AVENUE
II
NAILS FROM RAFTER
:. LEDGER
TO
JACKSONVILLE BEACH FLORIDA 32250
I
I I I �.` �� �� �► 808 217-4707
I I 2x6 SYP NO-Z RAFTERS 0 24 O.C., SEE ROOF FRAMING PLAN H2.5 (8 P.E. 7-470
II II
I I I ARCHITECTURAL ASPHALT SHINGLES ON SYNTHETIC
... : ..., cx.IcatheQgmail.com
II II
UNDERL:AYMENT AS PER ARCHITECTURAL PLANS
°°
EXISTING GABLE END BRACE TOPS OF CEILING JOISTS w/ „ „ 12 2"x4" SYP No.2 CEILING JOISTS 0 24" O.C. SPLICE ° o
I I WALL FRAMING SHALL » » 1 x4 SYP No.2 LATERAL 4 4 f TO RAFTER w 6-12d COMMON WIRE NAILS EACH END
I I I REMAIN "AS-IS". 1x4 SYP No.2 LATERAL. BRACING `� /8 /
L--------------------J I ------------ -- -------------- 0 48" O.C. FASTEN w/ 2pcs 10d BRACES ® 48" O.C. '` ...... 1pc SIMPSON MTS12 TWISTED STRAP MTS12
---------------- -- -------------I j COMMON WIRE NAILS A+T EACH FASTEN w/ 2pcs 10d FROM EACH RAFTER TO DOUBLE TOP PLATE
-------------------
I E>asTN�GwINoow I I CEILING JOIST INTERSTIECTION COMMON WIRE NAILS `
TO _...._ _:.... INSTALL 6pcs-16d TOENAILS EACH
:: I I A` ....E;�CH.....�EIE1 N G
` RAFTER TO DOUBLE TOP PLATE
._."_. _...._._ I I JOIST INTERSTECTION '
r-
�; I• PER
«......k..T _.., __.... «......m.m.. ��ARCHITECTURALL PLANS
EXISTING RAFTERS
I I I
ADD 1pc SIMPSON MTS12 TWISTED
2"x6" SYP No.2 SUB-FASCIA
EXISTING I I STRAP FROM EACH EXISTING RAFTER
I I I I FASTEN. w 3-12d NAILS INTO
TO REMAIN ASIS I I TO NEW ROOF BEAM /
RAFTER AND BLOCKING
'" ADD (3)1.75"x14.0" 2.0E 3"x3"x'/4" PLATE -WASHER
MICROLAM LVL ROOF SUPPORT BEAM. AND HEX NUT
EXISTING EXTERIOR
SHOR WALL FRAMING SHALL SPLICE TOGETHER w/ 6 ROWS 16d (2)2"x6" SYP No.2 TOP PLATE.
I I " Z COMMON WIRE NAILS, EACH LAYER. SPLICE TOGETHER w 2 ROWS 10d
I I REMAIN AS-IS . /
I cn COMMON WIRE NAILS 0 16 O.C.
II
ElasTelGwlNDows w '/2"0 THREADED-ROD CONNIIECTION
CEDAR OPEN TO " TOREM�w•as-IS• = SYSTEM AS PER STRUG;TURAL ARCHITECTURALISPLANSER
I BELOW v SHEETS 8.2 AND 8.4.
Q /2to CDX PLYWOOD WALL SHEATHING
GYPSUM DRYWALL w
` : �/ " G FASTENED / 8d COMMON WIRE
EXISTING STAIR
TORLkIA1N•ASIS' Z 2 NAILS 0 3" O.C. EDGES AND
a FLOOR SYSTEM DESIGN CRITERIA; 6" O.C. FIELD
I OPEN TO s �- » »
FLOOR LIVE LOAD = 40 s 2x6 SPF No.2
I BELOW t
FLOOR DEAD LOAD = 20pst STUDS 0 16 O.C.
1 ,>� ` 2"x8" P.T. SYP No;2 SILL PLATE w/
8.3 I i I i 2»x6" SYP No.2 BOTTOM PLATE "(6 x 10" HOT DAPPED GALVANIZED
\ FASTEN w/ 2 ROWS 12d COMMON ANCHOR BOLT w/ COUPLER NUT AND
II
OPEN TO WIRE NAILS 0 1 Z" O.C. 2"x2"x'/8" PLATE WASHER 0 24" O.C.
BELOW
»
I I I 3 I » »
I -
S
TURDI FLOOR SUB
/ FLOOR
a 2x8 SYP No.2 RM BOARD. FASTEN w/
PLYWOOD SHEATHING. GLL E AND 5-12d COMMON WIRE NAILS
EXTEND /2 CDX PLYWOOD WALL
«..... I I FASTEN TO WOOD JOISTS �4v/ 10d ►�
j COMMON WIRE NAILS 0 O.C.
1pc SIMPSON LUS28 FACE MOUNT EDGES AND 6" O.C. FIELD SHEATHING TO BOTTOM OF 2"x8" PLATE
I I HANGER w/ 10-10d x1 '/2 " "
» » 8x8 OPEN BOTTOM LINTEL BLOCK
I COMMON WIRE NAILS 2x8 SYP N0.2 FLOOR BOND BEAM w/ 1-#5 CONTINUOUS
j VERIFY NON LOAD � I I EXISTING SUB FLOOR JOISTS 0 1f6 O.C.
BEARING WALL. IF I I 8" CMU STEM WALL, w/ #5
(I W INTER i SHEATHING
FRAME NEW I
R CLOSET
I I LOAD BEARING WALL, ,,,N I ......______...._.. :_.�.. ................. . . ..:. ...... _......_........._....... . :. _ _...... _. ....._:__......__�...._...... ._....__.. _._:......_._......__._ :.. _: ._.. . .... ..... ..._.. VERTICAL DOWEL w STD 90' BEND
Ih ���" " DOUBLE DOOR OP INGS w I I /
ADD (2)2, x8" SYP NO.2 " / I I INTO FOUNDATION 0 48" O.C. BEND
I I HEADER BEAMS 1pc 2x4 SPF N JACK STUD I I NOTE: SPLICE ALL MULTI-PLY OVER VERTICAL DOWEL INTO BOND
AND 2pcs 2"x4" F No.2 FULL HEADERS TOGETHER w/ 4 BEAM AND LAP 12" MIN. GROUT ALL
I EXISTING 2"x8" SYP FLOOR JOISTS
HEIGHT STUDS, E
CONCRETE
H SIDE. ,
ROWS 12d COMMON WIRE NAILS 'N CELLS SOLID w _ONCRETE
L_____-____ '`.." ________J 0 12" O.C., EACH LAYER r EXISTING 2"x8" SYP RIM BOARD.
GRADE "
III CO ' A D 12d COMMON WIRE TOE-NAILS 20
,..: INTO EXISTING PLATE 0 6" O.C. \moi, �% \ \�
i \ i \ -
\ \ \ ao
EXISTING EXTERIOR EXISTING EXTERIOR / -\ /,�/
WALL FRAMING SHALL ���v;� WALL FRAMING SHALL EXISTING 2"x-" P.T. \
" SYP SILL PLATE. °'
! REMAIN "AS-IS". REMAIN "AS-IS". y -
EXISTING 8 CMU STEM WALL
o -
" . � w � . " �. . � 1 #5 DOWEL ('� �
En
.I..:
FRAMING NOTE: GENERAL EXISTING CONCRETE 10"x20" CONCR TE FOOTING �EC ��`� `Y
EXISTINCWINDOW CONTRACTOR TO COORDINATE FOUNDATION 1*0 w/ 2-#5 CONTI UOUS v r '
TO REMAIN ASIS LOCATION OF FRAMING MEMBERS 3" CL AR TYP JUL 1. 2>.:`.
FOOTING SHALL E CENTERED
WITH HVAC DUCT WORK AND "
SECOND LEVEL FRAMING PLAN ELECTRICAL FIXTURE LOCATIONS. LUS28 1 _$ BENEATH 8" CM STEMWALL BUREAU BEACHL,
&COASTAL SYSTEMS
SCALE: 1/4" = 1'-0" ��
TYPICAL SIDE WALL SECTION _AT LIVING ROOM MODIFICATIO
I
/ CHRISTOPHER C.KATHE FL P.E.38820
1) ALL NEW INTERIOR NON LOAD BEARING WALLS SHALL INDICATES TIMBER FRAMED 1 SECTI ON
BE CONSTRUCTED w/ DBL 2"x4" SYP No.2 TOP PLATE, INTERIOR WALL
» » » »
2x4 SPF No.2 STUDS 0 16 O.C., AND 2x6 SYP No.2 == INDICATES HEADER BEAM �_3SCALE: 3/4'" = 1'-0"
VERTICAL STEMWALL
BOTTOM PLATE, U.N.O. = ;
.2 OR EQUAL. 8" STEM WALL, REINFORCING, SEE _ \
2) ALL NEW HEADER BEAMS SHALL BE SYP No Q
SEE PLAN PLAN AND SLECTIONS
r
FLORIDA SEAL
1
3"x3"x'/4f PLATE - EXISTING -24" MIN LAPREVISIONS: DATE:
FOOTING DE IT ISSUE 04/2612011
WAS ER AND CONTINUOUS
' _ VlV OU
HEX NUT AND STEMWALL 2/#5 FOOTING
►� REINFORCING
I
2 x6 SYP-,INO.2 DOUBLE
TOP PLATE:, FASTEN TOGETHER
FOOTING AND
w/ 10d CMMON WIRE NAILS DRAWN BY: DATE:
016 O.C. - _.
REINFORCING,
CCK 04/26/2011
TOP PLATE SPLICE
PROVIDE 3 10d
COMMON "IRE NAILS EACH
'SEE PLAN
IF NO ANCHOR BOLT IS 2"x6" PT. SYP NO,2 AT EXTERIOR WALLS,, APPROVED BY:
OCATED AS SHOWN, PROVIDE SILL PLATE - TOP PLATE FASTEN WALL SHEAVING SIDE OF SPLICE (TYPICAL) DRILL 6 AND EPDXY 2pcs #5 x 2 -6 CCK
SPLICE HORIZONTAL DOWELS INTO EXISTING
2"x6" SYP.NO.2 DOUBLE TO DBL. TOP PLATE w/ JOB N0.
A /2 0 THREADED ROD, w/ „
5 /2" MINIMUM EMBEDMENT TOP PLATE. FASTEN 4 -0 MIN. 8d COMMON WIRE NAILS CONCRETE FOUNDATION E11-012
"x' " PLATE WASHER TOGETHER w/ 10d COMMON 0 3" O.C. STAGGERED 2"x6" SPF N0.2 NEW FOOTING INTERSECTION W� EXI STI r�G
/ 2x2 /2 STUDS 0 16 O.C.,
„ WIRE NAILS 0 16" O.C. °° °° ,°°°°° °° °° °° °° INTO BOTH PLATES
0 8 CMU STEMWALL BELOW BUTT JOINT - » SEE FLOOR PLAN RENOVATIONS AND ADDITIONS
PROVIDE 3 10d COMMON WITHIN 24 OF ANY 5 SECTION ANN RILEY
WIRE NAILS EACH SIDE SPLICE. (TYPICAL)
PROVIDE AT A DISTANCE OF NO Lo OF SPLICE (TYPICAL) " �-3 SCALE: 3/4" = 1'-0"
ESS THAN �6" AND NO MORE 1'-0" 6'► " 24 MAX. AT 2„ GUEST HOUSE
THAN 12 FROM ALL BUTT /2 0 THREADED ROD EXTERIOR WALL UPLIFT CONNDECDTOR D
!r 149 BEACH AVENUE
JOINTS IN THE SILL PLATE MAX. MIN. EXTERIOR CONDITION ATLANTIC BEACH, FLORIDA
1. THESE PLANS ARE DESIGNED TO BE IN LIANCE WITH THE STANDARDS
NEW CONSTRUCTION NEW CONSTRUCTION ESTABLISHED IN SECTION 82B-33.007 FLOIi��1NISTRATIVE CODE
DOUBLE TOP PLATE FASTENING 2. THE MAIN W�FORCE RESISTING SYSTEW ARE DESIGNED IN ACCORDANCE SECOND LEVEL WALL
S1 LL PLATE BUTT JOINT DETAIL DBL TOP PLATE SPLICE DETAIL WITH SECTION 6,ANSUASCE 7-W•MINIMIAII�DESIGN LOADS FOR BUILDINGS FRAMING PLAN
L 4 DETAIL AND OTHER STRUCTURES'TO WITHSTANd`ME WIND L ASSOCIATED
2 DETAIL 3 D E TA WITH A MINIMUM BASIC WIND SPEED OF 121 MPH-
Lj
3. THE COMPONENTS AND CLADDING HAVE BEN SELECTED AND THEIR USE
�.3SCALE: 3/4" = 1'-0" �.3SCALE:: 3/4" = 1'-0" INCORPORATED INTO THE DESIGN AND SKCIFICATIONS IN ACCORDANCE
�.3SCALE: NTS
WITH SECTION 6 OF THE'MINIMUM DESIGN LOADS FOR BUILDINGS AND 8m3
OTHER STRUCTURES•MENTIONED IN NOTE 2.
i
I
WILLIAM LEUTHOLD
CONVENTIONAL ROOF FRAMING: ARCHITECT INC.
THREADED ROD CONNECTION SYSTEM RAFTER DESIGN DEAD LOAD = 10 psf 2"x6" SYP NO.2
2736 HERSCHEL STREET
RAFTER DESIGN LIVE LOAD = 20 psf RAFTERS ® 24 O.C. S
The co JACKSONVILLE,
FLORIDA 22 ractor shall utilize the all-thread connection system as specified as fo#Ilows: Shearwall All-Thread Connection System 2"x4" SYP NO.2 BLOCKING 3 05
1/2" CDX PLYWOOD ROOF SHEATHIING, CAD 48" O.C. , 3 SPACES BACK, 389-5456 FL.CORP. M2755
Uplift connectors from the various convventional roof framing members and The shearwall all-thread uplift connection (SWATC) system. is composed of one '/2" FASTEN w/ 8d RING SHANK COMMON BETWEEN GABLE END AND
wall framing members shall be installed in accordance with the Uplift diameter 36 ksi all-thread rod that runs the full vertical height of the wall'l, WIRE NAILS ® 3" O.C. EDGES AND FIRST RAFTER CHRISTOPHER C. KATHE, INC.
C nnect r Schedule. penetrating both the top and bottom plates, and grouted with Simpson St4'ong-Tie 6" O.C. FIELD,
High Strength Epoxy into the slab/stemwall with 8" embedment. Use a 9/16" drill FASCIA AND SOFFIT CONSULTING STRUCTURAL ENGINEER
Al -Thr d Uplift Connection System1/2" ,,,,,,,,,----, .. . ,, ru � „ AS PER ARCHITECTURAL
bit for plate and concrete holes. The cast in place diameter x 10 alnchor ff - 420 OS JACKSONVILLE
The all 'thread uplift connection system (ATUC) is composed of one 1/2" diameter bolts specified on structural sheet 8.2, shearwall specifications, may be utillized in
F ,;r= PLANS AND SECTIONS JACKSONVILLE BEACH, FLORIDA 32250
lieu of the drilled and epoxied threaded stud at the concrete slab.. The top end of --T,T.........:mm--: :- f 11 /I
808 217-4707
3 ksi II-thread rod that runs the full vertical height of the wall, penetrating both » » ;; 3"x3"x�/4" PLATE WASHER FL P.E. 36820
the SWATC is bound to the top plate with a 3 square, /� thick washer cAnd a nut. € Cckathmail.Com
thetop and bottom plates, and grouted with Simpson Strong-Tie High Strengths „
Epoxy nto the slab stemwall with 8" embedment. Use a 9/16" drill bit for llate The bottom plate is bound to the slab with 2x2 1/8 thick plate washer' and nut. 4-12d TOE NAILS /2 GYPSUM II AND HEX NUT
y / / P The all-thread may be spliced with a coupler threaded onto the all-thread a EACH END, FROM DRYWALL ,�
a d co rete holes. The cast in place 1/2" diameter x 10" anchor bolts specified s BLOCK TO RAFTER CEILING �� (2)2"x6" SYP No.2 TOP PLATE
o stru tural sheet 8.2, may be utilized in lieu of the drilled and epoxied threafded minimum distance of /4 at each end of the coupler. The coupler shall be rated w II
y P f SWATC �� - SPLICE TOGETHER w/ 2 ROWS 10d
st d at the concrete slab. The top end of the ATUC is bound to the top plate with with nil the babove sreferenced 0s0trpLicturde shall be s under wind
as follows: The locations d II „
COMMON WIRE NAILS CSD 16 O.C.
a 3 sq are, �/ thick washer and a nut. The bottom plate is bound to the sllrab > II
wi h a "x2"x 1/8" thick plate washer and nut. The all-thread may be splicedl with
1/4" at each enid Of Shearwall Ends 1pc within 3" of end studs
a coup) r threaded onto the all-thread a minimum distance of
th cou ler. The coupler shall be rated for allowable tension of 3,200 pounds under Miscellaneous - II
wi d to ing. The locations of ATUC within the above referenced structure shall be
a folio s: The installed ��Z" diameter anchor bolts that are not utilized by the all-thr"read 4
Typical all Section 48" o.c. max
connection
late tem shall receive a 2"x2"x1/8" plate washer and hex nut at the i; is
P
Mi imu Quantity of ATUC Between Corners ibedded fI. BALLOON FRAMED
pcs Along Straight Run of Continuous Bearing Wall Maintain a minimum edge distance of 2 from the outside edge of the em GABLE END WALL w/
all-thread rod to the outside face of the 8" cmu stemwall. ;; 2"x6" SPF No.2
Bearing Wall Ends (Not Including Shearwalls) t STUDS 0 16" O.C.
1 c within 3" of end studs The top plate shall be free of splits, checks, shakes, and wanes. t i
/2 THREADED-ROD COIIVNECTION 11
H ader raming The hex nut above the top plate shall be tightened to approximately 30ft.--lbs. of SYSTEM AS PER STR4UC AL ;; CEDAR SHINGLES AS PER
torque. Changes in moisture content and the related shrinkage of building materials SHIIEETS 8.2 � ARCHITECTURAL PLANS
1 each side of opening within 3 of full height studs will effectively eliminate the pre loading caused by the initial tightening of the hex _ l�
nut. After all rough-ins of the mechanical and electrical trades are compl'Lete, and -
B ttom Plate Splices prior to installation of insulation re-tightened the upper hex nuts to the required /2" GYPSUM [DRYWALL
P 9 PP
I stall ��"�ix16" threaded rod w/ 51/2" embedment within 12" of splice, 30ft.-lbs. of torque. II
ch side of splice. ATC may substitute for threaded rod. 1/2" CDX PLYWOOD WALL SHEATHING
if 11FASTENED w/' 8d COMMON WIRE
s NAILS ® 3" O.C. EDGES AND
i It
ABOVE TOP PLATE, PROVIDE A 3"x3"x'/8" II
FLOOR SYSTEM DESIGN CRIITERIA: _ " 6" O.C. FIELD
ROVI E AN ADDITIONAL ROW OF NO SPLICE IN DOUBLE THICK STEEL PLATE WASHER. FASTEN 11
WITH A HEX NUT AND ALLOW AT LEAST v� FLOOR DEAD LOAD = 20psf
8d AILS AT 6" O.C. INTO THE TOP PLATE BETWEEN 3 THREADS TO EXTEND ABOVE TIGHTENED i FLOOR LIVE LOAD = 40posf II
» 1 » I' COUPLER"NUT AND
TO PL (IN ADDITION TO OTHER KING STUDS AND FIRST HEX NUT. (TYPICAL) 2x6 SYP No.2 TT I,
NAILI G SPECIFIED IN SCHEDULE. ANCHOR RODS.
(_3 x3 x /4 PLATE BO (JM PLATE �� 3x3 x /4 PLATE
RODSP CING, SEE CONVEINTINAL ROOF WASHER AND HIEX NUT FASTEN w/ 2 ROWS 12d COMMON ;; WASHER
CHEDULE. FRAMING(TYPICAL) WIRE NAILS 0, 12" O.C.
L TL II
�- � ' » » II 2"x8" P.T. SYP No.2 SILL PLATE w/
� 3/4" STURDI-FLOOR SUB FLOOR ii � » »
ti
PLYWOOD SHEATHING. SLUE AND /2 x 10 HOT DIPPED GALVANIZED
ANCHOR BOLT w COUPLER NUT AND
C pkOUBLE TOP PLATE
RAFTER- TO-PLATE r , w /
ONN TOR SEE II- Sl--�y=� - _' � NUMBER OF KING STUDS FASTEN TO WOOD JOISTS w/ 10d �I 2x2 x
EA. SIDE OFF OPENING COMMON WIRE NAILS Ct 4" O.C. �/ PLATE WASHER ® 24 O.C.
CHEDULE. Of
;I EXTEND s CDX PLYWOOD WALL
0 0 o EE HEADER SCHEDULE. t EDGES AND 6" O1.C. FIELD �� '/
U v HEADER, SEE v CONTINUOUS SHEATHING SHEATHING TO BOTTOM OF 2"x8" PLATE
Z z SCHEDULE. Z 2x8 SYP NOi,2 FLOOR 8"x8" OPEN BOTTOM LINTEL BLOCK
Q ¢ Q SHALL BE PROVIDED JOISTS ® 16" O.C. II
ABOVE ALL OPENINGS " BOND BEAM w/ 1-#5 CONTINUOUS
' AND SHALL BE NAILED "
11..: 0 3" O.C. ALONG EDGE 0. _..... . 8 CMU STEM WALL, w/ #5 .
ley
w w w AND AT CRIPPLES ABOVE VERTICAL DOWEL w/ STD 90 BEND
SHI ATHING JACK STUDS, INTO FOUNDATION ® 48" O.C. BEND
a a a HEADER. (TYPICAL)
( YPICAL) w w SEE HEADER w i OVER VERTICAL DOWEL INTO BOND
of
af SCHEDULE. PROVIDE AN ADDITIONAL ROW OF DOUBLE 2"x8" P.T. SYP No�.2 BEAM AND LAP 12" MIN. GROUT ALL
8d NAILS AT 6" O.C. ONTO ONE OF RIM BOARD w/ 12d COMMON CELLS SOLID '`.W/ CONCRETE
co c0 to THE KING STUDS ADJACENT TO ALL
WIRE TOENAILS @ 8 0.'
M
� OPENING ROUGH 0 E
Q Q Q OPENINGS. IN ADDITION TO OTHER i INTO 2x8 PLA �/ / = Z
SE WOOD HE BEAM 'fE �\/� /� \�� ooh
�. NAILING SPECIFIED IN SCHEDULE.
0" EMBEDM NT FOR
/ 0 T REA ED ROD IF 1/2"0 x 10" HOT DIPPED '/2"0
'� GALVANIZED ANCHOR BOLTS THREADED ROD ' w : . " 20"
ANCHORING SYSTEM � d 10 x20 CON RETE FOOTING
AT is'" CMU ST WALL w/ COUPLER NUT, 2"x2"x1/s" SEE DETAIL 1/8.4 w/ 2-#5 CO TINUOUS,
PLATE WASHERS, AND HEX to FOOTING SHA BE CENTERED 7'0
NUTS. SPACING AS REQUIRED »
TO MAINTAIN 24" MAX. 1�2 THREADED ROD 3" CL AR TYP BENEATH 8 U WALL
1 -8
SPACING TO NEXT ANCHOR AT HEADER OP -NF ING #5 DOWEL
STEMWALL FOUNDATION BOLT OR THREADED ROD.
WAL
T
DETAIL
� SECTION AT GABLE END
1 ED ROD ANCHORING SYS 2 HER C.THREAD SYSTEM DETAIL aiRlsTnP C FL P.E.38820
8. SCALE: N.T.S. 8.4 SCALE: N.T.S. 5 SECTI O
8.4 SCALE: NTS
ALTERNATE, ADD 1 pc SIMPSON H2.5 UPLIFT ALTERNATE, ADD 1 pc SIMPs014 H2.5 UPLIFT
1 c SIM SON MSTA24 CONNECTOR AT TOP AND 1 pc SIMPSON MSTA24 CONNECTOR AT �iOP AND
TRAP EACH SIDEOF BOTTOM OF THESE STUDS STRAP EACH SIDEOF BOTTOM OF THESE STUDS
1 � ANCHOR
DOR HEADER IF DOOR HEADER IF DRILLED AN �/2
READED ROD THREADED ROD 3" HOT DIPPED GALVANIZED '
SYSTEM IS �� SYSTEM IS �� THREADED ROD ANCHOR, FLORIDA SEAL
" 3"x3"x'/4" PLATE TYPICAL SEE GENERAL NOTES AND
NOT USED II „ „ � „ NOT USED II 11 REwsIONs: DATE:
3x3 x /4 PLATE WASHER AND HEX NUT
WASHER AND HEX NUT ;; I� DETAIL 1/8.4
ii II u u 1�/2 0 THREADED-ROD DEP PERMIT ISSUE 04126/2011
11 » » u LUPLIFT CONNECTION "
2 lll,x6" SPF NO.2 HE DER SEE /2 T��`ADED-ROD 2x6 SPF NO.2 0 HEAD R SEE II 6YSTEM 8 MINIMUM
„ UPLIFT NINECTION „ , „
EMBEDMENT
STU S CSD 16" O.C. ;; SC EDULE AND ;; SYSTEM STUDS CSD 16 O.C. ;; SCH DULE AND II 2"x8" P.T. SYP N0.2
If P N S II II PLA S Iii
I DRAWN W. DATE
II II 2pcs FULL HEIGHT II II 2-pcs FULL HEIGHT SILL PLATE, CCK 04/26/2011
i; ;; 2"x6" SPF NO.2 2-"x6" SPF NO.2
o ii STUDS EACH SIDE ii STUDS EACH SIDE APPROVED BY:
' OF OPENIN(O, ri �I (OF OPENING, „ CCK
�l MINIMUM. SIEE II (MINIMUM. SEE 8 x8 CMU BOND-� ED
ANO.
3" "x�/4" PLATE II II FRAMING PLAN II II (FRAMING PLAN BEAM w/ 1-#5 E11-012
�� II �� ��
WASHER ND HEX NUT ROUGH �ii� 1 pc 2"x6" SPF NO.2 �� 1I pc 2"x6" SPF N0.2 CONTINUOUS 2p11
0 CO PLER NUT AT II OPENING II CRIPPLE STUDS EACH Iii I ROUGH II (CRIPPLE STUDS EACH 1 � RENOVATIONS AND ADDITIONS
SECOND LEVEL 11 II ',� II II " EAS OF � �
II ii
SEE II SIDE OF 3 -1 OPENING, OPENING ASIDE OF 3'-l" OPENING, 8 CMU REINFORCED
RCHITECTURALS �� OR 2 cs 2 (PR 2 cs 2x6 SPF NO.2 STEMWALL OVER � ASTA�gYSTe N RILEY
_ ms
NOTE p x6 SPF N0.2 �� SEE �� P � CO
II II CRIPPLE STUDS EACH 3x3 x�/4 PLATE ARCHITECTURALS cCRIPPLE STUDS EACH CONCRETE GUEST HOUSE
I „ " II GIDE OF OPENING U FOUNDATION
FASTEN T H 2.5 w/ �•• 149 BEACH AVENUE
SIDE OF OPENING UP WASHER AND HEX NUT II II If -iT0 6'-4" ATLANTIC BEACH, FLORIDA
10-8 x1 �/2 II II TO 6'-4" "
IF
COMMON RE NAILS OR COUPLER NUT AT
u u SECOND LEVEL u u
1. THESE PLANS ARE DESIGNED TO BE IN COMP�•�E WITH THE STANDARDS
FASTEN T MSTA24 FRAMING AND STRAPPING AT FRAMING AND STRAPPING AT ALTERNATE DRILLED AND EPDXIED 1/2 " THEESTMAIN WINSHED DSECTIONSISTINGSFLoMSARID4 DESS�CODE.
CE TM�DEDROD SYSTEM DETAILS,
W/ 1 -10 COMMON - 2. THE MAIN WIND FORCE RESISTING SYSTEMS A�
WIRE NAIL TYPICAL EXTERIOR WINDOW OPENING TYPICAL EXTERIOR DOOR O P E N I N THREADED �T U D I N LIEU O F ANCHOR BOLT W�SECTION 8,ANSUASCE 7-05"MINIMUM D LOADS FOR BUILDINGS SCHEDULES,AND NOTES
AND OTHER STRUCTURES"TO WITHSTAND T W WAD LOADS ASSOCIATED
WIT3
D ETAILrT� DETAIL 6 DETAIL THE C MINIMUM
PONEN BASIC WIND SPEED HAVE
20 BEE H.S
3. THE COMPONENTS AND CLADDNG HAVE BEES SELECTED AND THEIR USE
INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE
�.4SCALE: 1/2" = 1'-0" �.4SCALE: 1/2" = 1'-0" 8.4 SCALE: 3" = 1'-0" WITH SECTION 6OFTHE"MINIMUMDESIGN LOUIS FOR BUILDINGS AND 8m4 A
OTHER STRUCTURES"MENTIONED IN NOTE Z
i
l
UPLIFT CONNECTOR SCHEDULE DESIGN CRITERIA REINFORCED CONCRETE WILLIAM LEUTHOLD
DESIGN WIND PRESSURES FOR WINDOWS/DOORS (PSF) DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LAMEST EDITION ARCHITECT INC.
(END ZONE = 5'-0") Kd 0,85 MEMBER SUPPORT SIMPSON (CONNECTOR FLORIDA BUILDING CODE 2007, WITH 2009 AMMENDMENTS; OF ACI 318 AND ACI 301. CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR THE 2736 HERSCHEL STREET
WIND DESIGN PER ASCE 7-05. LOCATED WITHIN WIND REVIEW AND APPROVAL OF THE STRUCTURAL ENGINEER. JACKSONVILLE, FLORIDA 32205
AREA 1Osf 20sf 30sf 40rsf TYPICAL CONVENTIONAL ROOF FRAMING: BORNE DEBRIS REGION. DESIGNED AS "ENCLOSED". 389-5456 FL. CORP. AA2755
NEW ROOF RAFTERS: DOUBLE TOP PLATE (1)MTS12, SEE- SECTION 1/8.3 CONTRACTOR SHALL INSTALL IMPACT RESISTANT UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM COVER FOR REINFORCIIING SHALL
POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION HEADER BEAM (1)MTS12 WINDOW/DOOR GLAZING SYSTEM OR STRUCTURAL SHUTTEIjkS, BE AS FOLLOWS:
INTERIOR +33.9 -36.7 +32.3 -35.2 +31.5 -34.3 +30.8 -33.7 ROOF LEDGER (1)H2.5, SEE §ECTION 1/8.3 SLABS ON GRADE CENTERED CHRISTOPHER C. KATHE, INC.
RIDGE BEAM (1)A35 LIVE LOADS: FOUNDATIONS 3" CONSULTING STRUCTURAL ENGINEER
END ONE +33.9 -45.3 +32.3 -42.3 +31.5 -40.5 +30.8 -39.2 ROOF AND CANOPIES 20 PSF 4200SCEOLAAVENUE
AREA !I 50sf 60sf 70sf 80�f NEW CEILING JOISTS: NEW RAFTERS 6-12d NAILS EACH END, SEE FLOORS 40 PSF ALL REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60. ALL WELDED WIRE JACKSONVILLE BEACH, FLORIDA 32250
SECTION 1/8.J PORCHES 40 PSF FABRIC SHALL CONFORM TO ASTM A185. (808)217-4707
j POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION FL P.E.36820
INTERIOR +30.3 -33.2 +30.0 -32.8 +29.7 -32.5 +29.4 _32.2 RIDGE BEAM: KING POST (2)MSTA24 OR' (2)HTS24, WIND LOAD DESIGN CRITERIA ASCE7-05 ALL HOOKS IN REINFORCING BARS SHALL BE ACI STANDARD HOOKS. a*athe@gmall.com
O
CONTINUOUS OUNDATION BASIC WIND SPEED 120 MPH ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED PROJECT
END ONE +30.3 -38.3 +30.0 -37.7 +29.7 -37.1 +29.4 -36.6 IMPORTANCE FACTOR 1.0 AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH THE PROCEDURES LOCATION
AREA 90sf 100sf 110sf 120sf EXISTING ROOF RAFTERS: NEW ROOF BEAM ADD (1)MTS12,, SEE SECTION 1/8.3 ,
DOUBLE TOP PLATE ADD (2)H2.5 WHERE EXPOSED EXPOSURE C AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE MANUAL OE STANDARD
HEADER BEAM ADD 2 H2.5 WHERE EXPOSED MEAN ROOF HEIGHT 19.0 FT PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES', ACI 315. BAR SUPPORTS x,19
POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION POSITIVE - SUCTION O ROOF PITCH 7/12 (30.26 DEGREtES) SHALL BE PLASTIC DIPPED AFTER FABRICATION. z
INTERIOR +29.1 -31.9 +28.8 -31.7 +28.6 -31.5 +28.5 -31.3 EXISTING CEILING JOISTS: EXISTING RAFTERS ADD 6-12d NAILS WHERE EXPOSED INTERNAL PRESSURE COEFFICIENT "ENCLOSED" +0.18/-t0,1 g ALL REINFORCING SPLICES SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST 110 MPH s�'• 120 MPH
WINDOW DOOR DESIGN PRESURE SEE TABLE ON SHEE NM ZONE NAND ZONE
END ONE +29.1 -35.8 +28.8 -35.2 +28.6 -34.7 +28.5 -34.4 / .T 8.5 EDITION OF ACI 318, BUT IN NO CASE SHALL BE LESS THAN 40 BAR DIAMETERS, U.O.N. � (IMPAC0
ALL WELDED WIRE FABRIC SHALL BE LAPPED TWO (2) MESH PANELS ANd TIED SECURELY. I-
TYPICAL CONVENTIONAL ROOF OVERFRAMING: ALLOWABLE UNIT STRESSES WHERE REQUIRED, DOWELS SHALL MATCH SIZE AND NUMBER OF MAIN REINIIFORCING, U.O.N. 115 MPH
THE DESIGN OF THE FASTENING OF THE WINDOWS/DOORS TO THE OVERFRAMING RAFTER LEDGER (1)H2.5, SEE §ECTION 1/8.3 CONCRETE: (PER ACI 318) wt0 aE ND 120 MPH
WIND z
WALL FRAMING/BUCKS IS THE RESPONSIBILITY OF THE WINDOW/DOOR (IMPACT)
MANUFACTURER SUPPLIER AND SHALL MEET THE WINDOW/DOOR (NOTE: INSTALL OVERFRAI ING LEDGER BOARD TO RAFTERS w/ 2 ROWS CONCRETE: SUPPORT BARS SHALL BE #5 OR GREATER, AND NOT SPACED MORE THAM 48 O.C.
/ #10 x 33/4" DECK SCREW' W/ 1"0 WASHER AT EACH INTERSECTION) FOUNDATIONS f'c = 3000 PSI A MINIMUM OF THREE (3) SUPPORT :BARS AND THREE (3) INDIVIDUAL CHAIRS FOR zoNE
DESIGN WIND PRESSURES. _ EACH SUPPORT BAR SHALL BE PROVIDED FOR TOP BARS.
SLABS ON GRADE fc 3000 PSI
NEW FLOOR FRAMING: CONCRETE MAXIMUM WATER CEMENT RATIO: SUPPORT BARS AND ENDS OF MAIN `REINFORCING SHALL NOT EXTEND MORLE THAN Wind Zone Map
NEW FLOOR JOISTS: EXISTING RIM BOARD (1)LUS28, SEE SECTION 1/8.3 FOUNDATIONS AND CONCRETE FILL 1'-6" PAST OUTERMOST CHAIR OR SUPPORT BAR.
NEW OR MODIFIED WINDOVI R HEADERS SLAB ON GRADE 0.60 MASONRY
0.56
HEADER TO 3'-0" JACK STUDS (1)MSTA24 EAACH SIDE REINFORCMENT ASTM A615 - GRADE 60 ALL LOAD BEARING STEMWALLS SHALL BE COMPOSED OF ASTM C90 GRADE
HEADER 3'-0" TO 6'-0" JACK STUDS (2)MSTA24 EACH SIDE WELDED WIRE FABRIC ASTM A185 N-1 HOLLOW CONCRETE MASONRY UNITS WITH ASTM C270, TYPE "S" MORTAR.
HEADER 6'-0" TO 9'-0" JACK STUDS (3)MSTA24 EAACH SIDE ,
MASONRY m = 1500 PSI
ALL EXTERIOR CMU STEMWALLS SHALLROUT
EXTERIOR/INTERIOR BEARING WA UTILIZING STRAP AND CLIPS f
BE REINFORCED FULL HEIGHT IN A lG FILLED
STRUCTURAL STEEL: (PER AISC, CURRENT EDITION) CELL WITH 1#5 AT:
DBL TOP PLATE 2"x4"/2"x6" STUDS ADD (1)H2.5 & 16" O.C. STEEL BOLTS ASTM A325 • EACH CORNER, WALL ENDS, WALL INTERSECTIONS,
SEE DETAIL 718.2 AND 8/8.2STAINLESS STEEL BOLTS AISI TYPE 304 O EACH SIDE OF CONTROL JOINTS
2"x4"/2"x6" STUDS BOTTOM PLATE ADD (1)H2.5 C 16" O.C. STD STEEL PIPE COLUMNS ASTM A501 AND AT A MAXIMUM SPACING OF 4'-0" O.C. AT THE FIRST LEVEL, (GUEST HOUSE
8.2
ALL OTHER STEEL ASTM A36
SEE DETAIL 7/8.2 AND 8/8.2 GROUT ALL CELLS SOLID WITH CONCRETE GROUT. DO NOT BEGIN PLACEMENT OF GROUT
WELDING ELECTRO -
DES ASTM A 233 E-70XX
UNTIL ALIGNMENT OF CELLS ARE INSPECTED AND APPROVED.
BOTTOM SILL PLATE 8" CMU STEMWALL BELOW ADD '/2"0 x 8�'" THREADED STUDSN
" ,� ,� TIMBER: PER
NDS FOR WOOD
„ CONSTRUCTION
1 ( ) MASONRY WORK SHALL BE INSPECTED IN ACCORDANCE WITH ACI 530.1.
® 24 O.C.
2 x2 x / PLATE
w 8
STRUCTURAL LUMBER SYP N
WASHER IN-BETWEEN '/2"fib THREADED
ROD UPLIFT CONNECTION ROD SYSTE STRUCTURAL STUDS SPF No. 2 EXISTING FOUNDATION
EXTERIOR ANTERIOR BEARI' G WALLS UTILIZING THE THREADED ROD SYSTEM SOIL BEARING PRESSURE 2000 PSF PORTIONS OF THE EXISTING FOUNDATIONS SHALL REMAIN "AS-IS".
DBL TOP PLATE 2"x6" STUDS '/2"0 THREADEp ROD 0 48" O.C. � EPDXY ADHESIVE: SUPPLEMENTARY NOTES
BOTTOM SILL PLATE 8" CMU STEMWALL BELOW ADD '/2"0 x e' TREADED STUDS SIMPSON STRONG-TIE "SET" VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS.
0 24" O.C. w/ 2"x2"x'/8" PLATE r TWO COMPONENT EPDXY ADHESIVE COORDINATE OPENINGS, SLEEVE$, AND EMBEDDED ITEMS WITH ARCHITECTUF?AL, MECHANICAL,
WASHER IN-BETWEEN /2 0 THREADERHARDWARE: ELECTRICAL, AND PLUMBING DRAbVINGS.
ROD UPLIFT CONNECTION ROD SYSTEM" `
ALL EXPOSED HARDWARE SHALL BE HOT DIPPED THE STRUCTURAL ENGINEER SHALL NOT" HAVE CONTROL OR BE RESPONSIBLE FOR
GALVANIZED. BOLTS SHALL MEET REQUIREMENTS CONSTRUCTION MEANS METHODS TECHNIQUES, PRO CTS AND
Q PROCEDURES, SEQUENCES, OR,A /
NOTES: OF ASTM A-325, TYPE I, AND HOT DIPPED OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING WORK, NOR FOR
1) CONNECTORS ARE SIMPSON STONG TIE OR EQUIVALENT. ` GALVANIZED IN ACCORDANCE WITH ASTM A-153.NUTS SHALL MEET THE REQUIREMENTS OF ASTM THE FAILURE OF ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE WITH THESE
2) SEE DETAILS THIS SHEET FOR TYPICAL APPLICATIONS. L A-563, GRADE DH, AND HOT DIPPED GALVANIZED CONTRACT DOCUMENTS.
3) USE THE FOLLOWING (FASTENERS FOR EACH CONNECTOR: IN ACCORDANCE W/ ASTM A-153. ALL EXPOSED PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING, OR OTHER MEANS TO AVOID
MTS12 14-10dx1'/2" FLORIDA PRODUCT APPIROVAL #10456.33 WASHERS, AND HARDWARE SHALL BE HOT DIPPED EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURIING
OVAL 10
GALVANIZED (UNO). CONSTRUCTION.
H2.5 8 8dx1 456.11
/2 FLORIDA PRODUCT APP1R #
A35 12-8dx1'/2" FLORIDA PRODUCT APPIROVAL #10446.4 IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, OR UNSTABLE SOIL,
LUS28 10-10d FLORIDA PRODUCT APPiROVAL #10655.113 DEP DESIGN CRITERIA: THE ENGINEER SHALL BE NOTIFIED.
MSTA24 18-10d OVAL 10852.
DUVAL COUNTY
FLORIDA PRODUCT APPIR # 9
„ MONUMENT R052
OVAL -
' HTS24 20-1 Odxl /2 FLORIDA PRODUCT APP1R #10456.24
HTT22 5/8"0 x 12" THREADED ROD FLORIDA PRODUCT APPIROVAL #11496.1 4 100 YEAR STORM ELEVATION 17.5' NGVD
AND 32-16cl WAVE CREST HT.
LTT208 '/2"0 x 8" THREADED ROD FLORIDA PRODUCT APPIROVAL #11496.3 100 YEAR STORM DESIGN 5.5' NGVD i
AND 10-16d GRADE
"SET" EPDXY FLORIDA PRODUCT APPIROVAL #11506.4
11 ALL SIMPSON CONNECTORS IN
00 CONTACT WITH ACQ PRESSURE CHRISTOPHER C.KATHE FL P.E.36620
TREATED LUMBER SHALL HAVE
• THE MANUFACTURER APPLIED
o , , ZMAX FINISH
0 Of
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op° o s RORIDiASEAL
REVISIONS: DATE:
o p v
DEP PERMIT ISSUE
04@6/Z011
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H2.5 A35 MI TS12 LUS28 + 4 HTT22 LTT208
_ HTS24 MSTA�
DRAWN BY: DATE:
l CCK 04!26/2011
APPROVED BY:
CCK
-
JOB NO.
fte-CEIVED E11-012
11 RENOVATIONS,1UL 1
1 2
0 ONS AND ADDITIONS
�,�"Es ANN RILEYF
Eau
0
SUR AsTAL gYSTSWis
&CD
GUEST HOUSE
.► 149 BEACH AVENUE
ATLANTIC BEACH, FLORIDA
1. THESE PLANS ARE DESIGNED TO BE IN COMIC�E WITH THE STANDARDS
ESTABLISHED IN SECTION 62833.007 FLORFIIAADMI NSTRATIVE CODE
2. THE MAIN wm FORCE RESISTING SYSTEM9,ARE DESIGNED IN ACCORDANCE DETAILS, SCHEDULES, AND
WITH SECTION 6,ANSVASCE 7-05-MINIMUM GN LOADS FOR BUILDINGS STRUCTURAL NOTES
AND OTHER STRUCTURES'TO WMWAND 1E WIND LOADS ASSOCIATED
WITH A MINIMUM BASIC W�SPEED OF 120'IM�•
3. THE COMPONENTS AND CLADDING HAVE BE€N SELECTED AND THEIR USE
INCORPORATED INTO THE DESIGN AND SPEjPFICATI01S IN ACCORDANCE
NTH SECTION 6 OF THE"MINIMUM DESIGN LLOADS FOR BUILDINGS AND
OTHER STRUCTURES'MENTIONED IN NOTE g• 8m5 A
I
_ S