Laurel Way 1475 D AT E:
2/20/02
C\�
C\j
0
C\j
6
7.
0",
7"
J�
-----------
FZ3
S
wri
...... .....
<
-------------------;.-
..........
M
.. . ........
...... ......
5? pv2
o 4,
-V
Q�
C�
Cltj of Atlantic Bawag
Planning and Zoning Dep)artment
This gpprovgi verifies compflanew with applicable
APPROVIED zoning, subdivision and othier local land
-CITY OF ATLANTIC BEACH development regulations, but does not constitute
13UILL)ING OFFICE approval for the Issuance of permflts. Compliance
vAth Florida Building Code and all other applicable
local, State and Federal permittling requirements
P'Jwoz pue 'L'lr-',z must be verified b lonature of this City of Atlantic
J�- I r.-" PR 2 9 20 2 Beach Building owl prior Issuance of a
f'ln C Building Perml
ApProved
ommul evelaipmentolrector
veto:
ni
FER5FEUIVE PAGE
DUILP SET HAWKINS RESIDENCE
DATE:
50'
101 2/20/02
64
— — — -- — — — — — — — — — — — — -- -- — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — —
Q)
FRONT FORCH
4" LOWER
72 56L ft
L/'�NAI
- 411
LOWER
127 5q ft
st
7
r
KU 12'
'g Kq
MAIN — — — — — — — --- — --
777=
HOUSE — — — — — — — — — — — — — — — — — — —
J"
5LA13
1418 5ot f t
2s
<
7-,7
FATIO 5LAD AREA
106 SOFT
GARAGE - 4" LOWER
Cs
442 ft t
CN
LD
TOTAL SLAD AREA
2061 5q f
L — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — —
-- — — — — — — — — — — — — — — — — — —
— — — — — — — — -- — — — -- — — — — — — — — — — — — — — — — — — — —
35' 22'
57' FAGE
-- FOUNDATION FLAN
13UILI) SET SCALE- I FOOT 2
PLAN NOTES: 57'
GAS HOUSE WITH GAS HOT WATER DATE:
HEATER
ANP GAS OUTLET ATRANGE,
FIREPLACE ANP 2/20/02
OUFSIPE ALL BY NOOK —10. 222 36 6' 6"-<1'4-�-
TILE ALL FLOOR5 POWN5TAIR5, 10, - I - i—
INCLUDING UNDER STAIRS-NOT LANAI 62 4' -
MLUPES GARAGE POOP,OFENER u 3
TUB ENCLOSURE-UPSTAIRS
.!7771t
--GLOOET �z
44P
</ FULL HEIGHT WALL 2'x n
5GRERNED LANAI
FORCH
(W/KNEEWALL)
126 x 9'6
711 x 710
FOYEP\
KNEE WALL AT
40.5"
-0 O' x 57
UP—
GRE T ROOM
If
12' x 25'
KNEE WALL AT 40.5"
11111/2 \ARCH OPENING
LIVING AREA C)
(Dr
6"-<1'4>
1421 5q ft
4 M -.7
t 3
El
3 AiE
PLANT SHELF
PINING
AT 86"AFF
x
25 F'LANT SHELF
NOOK AT.58"AFF p
C\3
------ �-E—a9112 --2�;�-4 lol-
77 x 10' �N
C-A-
'F)
E
cq
��25
3. LAUNDRY
CLOE)ET
TOO num
3,11 x 10 <
�y Q5 -11 /2 > 62 V,2!�m-�-- 1,6
A61-1 BATH
g3)(55
611/2
MA5TEK L3[)P\M C),
510
14' x 1611 C�
GARAGE
1,94 x 2 17
AQTI�F\ 13 T,
'61/2 40
6'61/2
6'6 x 105 CLOSET
76 X G'2
-7 --r- - - - - - - -
17
\7
L
I��ng-4MMl ve a -,'.I ,L-Z--Ar-7 =7=." .777�.
J -1 -A
J1
J-
210 < 2'10 17- 49
FAGE
174 58— 6-4 121 00 A
13UILI) SET 5�- SCALE: 1/4" - I FOOT
DATE:
2/20/02
Lc)
(N
1611/2
391/2 214 —
cq
-V.�i,E)ULE
NUMf3EK QTY SIZE MDE T—EMAKK5
Pol I 286b LITE STEEL FRENCH
K:-
10)02 1 6068 RARK 50-5C-P-WHITE-WITH MUN"M5
7-0- L PANELED WITH LIG z
16070 6 �/0-5-r fE- HTS, ---Uj
P03 I LIVING /\P\EA
X4 2 12868 i;--rANEL INTERIOR F'P
(N
P05 1 2a68 --6- I"ANELSTEEL-0OU15LE[�CREI)
Tura-- 4 —2 a--6-6 6-PANEL INTERIOR --T 5EPROOM
P07 -T---—20658 6-PTNEL IRTERIOK F'P
x
6-PA�EL IWEKIOP
POO 2 2068
A
o ANEL INTERIOR
Polo 1 -�FANE�JWER�10K ��
Pil 3 2668 -�--�ANEL INTERIOR
P12 b �ANELEP INTOZP,
C)15 1 4068 F'ANELF-L)[T3 P
7
13ATH
9'6 5/16 4'11 x 77
d)
cq
by<g)
WINPOW -RFE00LE
EK —Tz= Mor— 1 EM A R—K5
5
7r -.-.-- - ---.T— i 1
OT -FArC5U-�H �- 5 �7 CN
2
-3u6—o RK50-WHITE
W02 8
<
W05 -7-- .4466 00K WFrH SJUELIGHT5
47 6'4
-4-04-0 -36-—8"GLA5!;7-1-3LCGK
W05 4 3050 qAKK 50-WHITE
<
W06 1 20-20 MAKK 50-WHITE-0135CW MIRROR TO GO TO AND AROUNP
W07 -RA—KK55--WHIfE 13EPROOM CORNER
GLASS SHELVES MOUNTEP TO
107 x 2'1'51
[3RACKETS ON
uj
CLOSET
106 x 5,11
671/2 —
-V-. v
v
�-w
Z8 147
21'11 64
28'3
283
SECOND FLOOF, PLAN PAGE
13UfLP, SET SCALE: 1/4'' = I FOOT
DATE:
2/20/02
ROOF 1.5 AN b:12 PITCH, UNLESS
OTHERWISE SPECIFIED. ALL INTERIOR (N
CATHEPRAL CEILING PITCHES AKE TO DE MAXIMIZED,
04
FROM FRONT GARAGE TRU55ES ,ro DE PE51GNEP
CATHEPRAL CEILING FORCHTHROUGH FOR LIGHT STORAGE. FLOOK
�"�FOYER TRUSSE5 TO 13E CAREFULLY
ENGINEEKEI) 50 AS TO ACGOMO[)ATE
A/C SUPPLY ANP RETURNS
---5 12-F=- Lj I
I ORIGINATING IN GARAGE. LL
t
'm
FFF�
I - iL
L V AP\EA CATHEPRAL CEILING
I ING
DEPK00M
565 5q ft
STARTS AT (3' P LATE HEIGHT. IN4
FEET REACHES 10' FLAT CEILING
ijj2-
DATH
r
in T2 J! C�s
<
k td.
<
15EPROOM
CLOSET C�s
& FLAT CEILING
PESIGNED FOR C�s
& FLAT CEILING
LIGHT ATTIC
STORAGE
CATHEDRAL CEILING
b' FLAT CEILtNG FULLY SLOFEP
UNPER FLOOR ---CEILING OVER
TUD
ROOF FLAN PAGE
DUILP SET SCALE: 1/4" 1 FOOT
DATE:
2/20/02
CL05ET -
WP
cll]
SCfZEENED LANA]
(W/KNEEWALL) POKCH
-FOYER
WP GRE/A�T ROOM 40W
3::)
_Z4 tQ
c�
LIVING AREA
1421 q f t
C, 2f
C) (s)
4
00
�s)
PINING
NOO�
r Q
<
LAUNDRY
CLOSET
L
13ATH <
-- -------- oz
<
MA5TER' [3PP,M
GARAGE
-0 0
N OY/O \�\
;L
C�
CN
MASTER E3ATH
CL05ET
IL r
0 on L - - - - - - --
9 1 HE
FIR,5T FLOOR ELECTRIC/,',\L FAGE
13UILE) SET SCALE: 1/4" - I FOOT 5
1)AT ff:
2/20/02?
LIVING AKEA
uj
m c\j
56b 5q ft DEPROOM CA
Cz
<93
$
5ATH
5ER�00M
CLOSET CN
<
SECONP FLOOR ELECTRICAL PAGE
5UILI) SET SCALE: 1/4" :z 1 FOOT 5A
FRONT ELEVATION D AT ff:
5CALE: 1/4" 1 FOOT
2/20/02
C\j
C)
u
T-j-
Cq
J- J-T-L-r-
2f
I r
C�s
7B 1=1
j�, 2- 7_
Cs
FAGE
13UILP SET 6
KIGHT ELEVATION DATE:
SCALE: 1/4" 1 FOOT 2/20/02
CIQ
-F-
r
C)
m
T
C�s
I E <
7=
77 -77�7777-771
<
uj
PAGE
b UILP 5ET
tLkl-s L-OL�s-,j Wa�
D AT f--,
2/20/02
PEAK ELEVATION
n
(10
SCALE: 1/4" — 1 FOOT K)
cli
-j-T--L- -T --r- If
11
U-j
CN
<
�TL:LL11HH
C\
C�
PAGE
DUILP SET
vJ c(IV
D AT f:
LEFT ELEVATION 2/20/09-
SCALE: 1/4" 1 FOOT
011
u
oz
Qq
tc)
sZ7
I --I -T-
cL Cq
L—T-j—
J-
-LL -r
f F --T I I
I I -F I I I I L-
r F- I
C�s
<
C�
c�
PAGE
DUILP 5ET
VAr-15 L-6kWeA WO-Y
�
101 64
ol
FRON-r PORCH
4" LOWER
72 15q ft
LANAI
LOWER
127 5q ft
SLAD
A.
IF
FATIO SLAB AREA
1065 SOFT I
GARAGE - 4" LOWER
442 5q ft
61 eci ft
SCALE: 1/4"U4 —� 1 F001
'
___---__
����
'`~^ '^—^
UNLESS RULED OTHER08!SE BY THE SOIL ENGINEER OR CONSTRUCTION
PROFESSIONAL THAT IS FAMILIAR NTH THE HISTORY OF THE 5PBJRC CONSTRUCTION
SITE, THE UNDERSIGNED ENGINEER RECOMMENDS THAT ATLEAST TWO (2) 25 (t. DEEP
SOIL BORINGS BE PERFORMED. AT THE CONSTRUCTION SITE FOR THE PURPOSE '
OF EVALUATING THE DEEP SOIL CONDITION AND TO INSURE THAT THE SOIL
1
DOES NOT CONTAIN POCKETS OF UNSUITABLE SOIL 0.E. ORGANIC SO|L,
UNCONSOLIDATED CLAY, ETC \ THAT MAY CAUSE FUTURE DETRIMENTAL
STRUCTURAL SETTLEMENT.
HOWEVER, 8 ft. DEEP SOIL BORINGS SHOULD BE PERFORMED TO ESTABLISH
THE DEPTH OF 30L EXC/\VAllhN AND BACKFILL. NUMBER OF BORINGS SHALL
BE RECOMMENDED BY THE SOIL ENGINEER.
�
IF NO DEEP SOIL BORING INVESTIGATION IS PERFORMED E' 25 ft' DEEP SOIL
BORINGS) THEN THE UNDERSIGNED EW/NEER ASSUMES THE FOLLOWING: .
THE UNDERSIGNED ({.E. ENGINEER) �|AS NO KNOWLEDGE OF ANY SUBSURFACE
SOIL CONDITION ALL FO{)llNQ8 ARE DESIGNED AS SHALLOYY
FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM BEARING PRESSUREDRAWNG NO.
OF 2000 PSF' IF CONTRACTOR FOUND ANY DIFFERING CONDITIONS EITHER
LOUIS
THR0VQH SOIL REPORT ()R SOIL REMOVAL, THEN
ENGINEER OR UNDERSIGNED
SHALL BE NOTIFIED AND POSSIBLE FOOTING DESIGN REVISIONS
APPROVED ay.. LJG
/(.E. MAT FOUNDATION OR PILE FOUNDATION) MAY HAVE TO BE IMPLEMENTED ATE: GASRIPL' PE--t
PRIOR TO COMMENCING WITH FO011^|GS WORK. OF
|
60 cl)?-X 0
10 m
- -v
G�EAT F,00M
07N
V
U-�
F
r
oc- L
on
Nw-" lcrvpoojpj F(adc i6e*r w*A eta%
TABLE. FOR SHEAR WALL8 FRAMING ADDITIONAL NOTES: .114 silo-o
(GROUND FLOOR) 1) FOR LOCATIONS CLOUDED AS INDICATE LOCATIO�S. WHE.RE HEADER BEAM SHALI BE
THE SHEAR WALLS TABLE WAS ESTABLISHE6 ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE F30LTED PER DETAIL "B" ON SHEET #I$
NOTED IN THE TABLE: I
2) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SHALL
A� WOOD SHEATING TO STUDS NAILING SHALL BE 8d COMMON NAILS. OE BOLTED PEP, DETAIL-'!E!! ON, SHEET,#
0 GYP. E30ARD TO STUDS NAILING SHALL BE 5d & 6d COLLER NAILS FOR 1/2- & 5/8" THICK E30ARD
RESPECTIVELY. 3) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON
C) SOLE PLATE-CONCRETE SLAB ANCHORS SHALL 13E I/rOx 10* LONG wd-BOLTS" (A307 STEEL) FOR EXTERIOR WALLS SCHEDULE "A" ON SHEET #17, . STRAPPING Vdl.� 13E ADEQUATE TO RESIST HEAR FORCES
OR 1/2"0 x 7* ADHESIVE ANCHOR BOLTS FOR INTERIOR WALLS. ACTING SIMULTANEOUSLY WITH UPLIFT FORCES. S
ING To 4) THE ALLOWABLE SHEAR VALUES OUTLINED BY SBC-91 FOR BOTH EXTERIOR & INTERIOR WALLS
REQ'D. SINGLE OR SHEATHING TO STL Ds I FLOOR TO FLOOR HAVE BEEN REDUCED BY 18% TO ACCOMODATE THE USE OF #2 SPF GRADE OF LUMBER FOR
L SH
G
DOUB L SP
USIGNATIONISHEATHING DOUBLE SHEATHING NAIL SPACINQ ANCHOR SPACING WALL CONSTRUCTION. ALSO THE. ALLOWABLE UPLIFT CAPACITY OF ALL METAL STRAPPINGS THAT
CONNECT STUDS TO TOP PLATES, SHOE PLATE, SHEAR WALL HOLDDowNs AND TO STUDS 0
FLOOR ABOVE OR BELOW HAVE BEEN REDUCED BY 18% FOR THE SAME REASON MENTIONED
0 7/16" OSB SINGLE 64 12' 60, O.C. ABOVE.
(BLOCKED)
- 5) FOR LOCATIONS CLOUDED AS 01 INDICATE LOCATIONS WERE WOOD POSTS SHALL BE STRAPPED
7/16- OSB SINGLE 4% 12% 60' O.C. AT TOP & BOTTOM AS SHOWN ON DETAIL *A* ON SHEET #13
(BLOC'KED)
LoeivrioNs CLOV,4bf-�D tic, '50ALL 6E 5TRApptD P0 !3K'rfllL "C' OP
7/16" OSB SINGLE 'S Vi r-F-T :#1*3
OSINGLE 6-//"
4 60' O"C*
3" 12"
(BLOCIKED) 36* O.C.
I
7) T!-*
'101CATES Ftoof, ,16I&TS
7/16' OSB SINGLE 2
2* 12-
(BLOCN(ED) 24* O.C.
CAD FILE NAME
NMI- Ptwu- es)c-t-s ONTO "D0061-E-1 STV'bs
%, DRAWNC'NO.
usE ki '44> YT LOP r, efoxy Plo vm'D 1%0 LT s DRAWNN BY: App
'10 suee(cmetiT- &A--Tor 4 ,,tT,
APPRM0 Em LJCi 5FICET NO.
Al To
804106 Mgoiqeo spum& S 10 Z_ LOUIS GABRIE-7 P�E-
SCALEs AS NOTED A OF
TABLE FOR SHEAR WALLS FRAMING
TABLE 1606.1.4
(SECOND FLOOR) WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE
THE SHEAR WALLS TABLE: WAS ESTABLISHED ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE FOR WOOD STRUC'TURAL PANELS
NOTED IN THE TABLE. FASTENER, FASTENER SPACING(In.)1.2
A) WOOD SHEATING TO STUDS NAILING SHALL,BE ad COMMON NAILS. TYPE
8) GYP. BOARD TO STUDS NAILING SHALL BE 8d & ad COLLER NAILS FOR 1/2* & 5/8" THICK BOARD
Par
RESPECTIVELY OR 1-1/4- TYPE S OR W, #6 SCREWS FOR EITHER BOARD THICKNESS. Panel Span:� 2 ft 2 ft< <4 ial Span 4 ft<Panel Span 6 ft<Panel Span
<6ft <11"
2,1/2#6 Wood Screw3 16 16 12 9
2 1/2#8 Wood ScrewS3 16 16 16 12
REQ'D. SINGLE OR SHEATHING TO STUDS Double- aded Nalls4 12 6 4 3
DESIGNA11ON SHEATHING DOUBLE SHEATHING NAIL SPACING
,,q211 211
2
_3
SI: I inch=25.4 nim,I foot=305 min
7/16* OSO SINGLE 6* / 12*
_C) (BLOCKED) Notes:
1. This table Is based on a maximum wind speed of 130 mph(58 nLls)and mean roof height of 33 feet(10 in)or less.
CO) 7/16* OS13 SINGLE 4' / 12' 2, Fasteners shall be installed at opposing ends of the wood structural panel.
4— (BLOCKED) 3. Where screws are attached to masonry or inasonry/stucco,they shall be attached using vibration-resistant anchors having a minimum withdrawal capac-
ity of 490 lb(2180 kN).
4. 'Nails shall be 10d common or 12d box double-headed nails.
ADDITIONAL NOT9S:
1) FOR LOCATIONS CLOUDED AS USE (ONE) M04 No. L5TA 83G;'SIMPSO�)'. FLOOR
To FLOOR TENSION TIE. FLORIDA BUILDING CODE BUILDING
DATH 2) FOR LOCATIONS CLOUDED AS (D. USE (Two)Mo'bSL No. FLOOR
TO FLOOR TENSION TIE.
3) ALL EXTERIOR WALL OPENINGS ON SECOND FLOOR, %HERE WALLS ARE A CONTINUATION
OF GROUND FLOOR WALLS, MAY BE BOLTED PER DETAIL 'F- ON SHEET #I$ -
4) FLOOR TO FLOOR STRAPPING FOR UPLIFT SHALL BE M0,DSL.MO- CSSO, "SIMPSOFO"
SPACED ON 32' D.C. 0 BOTTOM A 14 D (i LS 0 0 P 9 L 15 B 0 TOP PER DETAIL 'D" ON NeXT
-Sjj1%-r MERE SECOND FLOOR WALLS ARE SUPPORTED BY FLOOR GIRDERS AND ARE NX A CONTINUATION
OF FIRST FLOOR WALLS. EXTERIOR WALL OPENINGS MAY BE STRAPPED PER DETAIL V ON ljtXr Sliff-r
Row �0 C001C S�fq
1�e6e, L�y4h por Det7-4 SCHEDULE " All
kt k —
�D 0 Slaet7
RO01F TRUSSES STRAPPING SCHEDULE TO TOP PLATE
r"
OF BEARING WALLS (PRE_r,-..NGINEERED FRAMING)
----------- -
TRUSS No. OR UPLIFT, TRUSS TO TOP TOP PLATES TO FOOTINGS
DESIGNATION (Ibs) PLATE OR TO 5TUD
Ftoo kc�vr w oas pu�,AA ALL MUSS ENDS
EXCEPT ONES 0- L-I 55 0�i- Ct I P3 1/2-d GATOR 8OLTS SPACED AS
ouniNED BELQW SHOWN ON SHEET
A?,,,43 n
&I KPSON#
1 1/2"0 GATOR BOLTS SPACED AS
Q
A
T GREA ROOM E — (1)MTS 16 S\'rA�s 0 N1 (ONE) 1/2-0 GATOR 13OLT LOCATED MTHIN
'764 6' OF CENTERUNE OF TRUSS BEARINQ
6;7__7_?�`,.1_f 10 A 01�' N A 10
r
*Z00i-1#4 9 5 GT-IL " Slnfsot�,,j
0\,-D SI,0 tA 0
L
/ . 7 r------
r S)FE TRUSS ENGINEERING BVALPINC FOR, TRUSS DESIGNATION.
Ff_!j_ +
-5ee,JeW q "&Xt
L. o
t�*S,�ep_t- �0\( - L------
4 se— CAO FILE NAME
DRAWN By,. APPROVED BY.. DRAVANG No,
1 , 0 APPROVED By�
By� JG
DAM SH
3/0 Z. LOUIS GASRI �P.E. rET NO,
$CALE$ AS NOTED
'3 or
'"�wc, Way �j
DESIGN CRITERIA 1- Live oads RO ROOFTRUSS GARAGE DOOR HEADER
Roof...........................20 #/Sq. Ft., Floor........................40 #/Sq. Ft. )poll OF TRUSS (TYP.)
SCHEDULE
2. Wind Loadi RECOMMENDED STUD SIZES AND SPACING TOP PLATES
Three Second Gust Wind Velocity Per 2001.-FBC.........120 MPH WALL PLATE HEIGHT STUD SIZE SPACING x
3: (Importance Factor) =1.0, Wind Exposur'ell B11 x I
x
X_
GCPi. (+)or(-)0.IS ( Enclosed Building) 8'-0" THRU W-10" 2x4 16" x
3. Components & Cladding D esign pressures: 10'-0` THRU 14'-0" 24 16"
Roof (Anywhere)- 50.1 Pst(Suction), 23.71 Pof(Pressure) 1611 (3) CONTINUOUS STUDS
Wall (Anvwhere)= 34.7 psf(Suction), 25.9� Pof(Pressure) 14'-1" THRU 18'41 2x8 SIMI
1211
2x10 1211 bi ,---1/2"0 GATOR BOLT STRAPPING TOP
T IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH AILL I — PER
GENERAL STRUCTURAL NOTES; 19'-0" THRU 22'_011 2x8
REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER TI-113 TYPE OF SHEET fl?,
CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE THE PLATE HEIGHT REPRESENTS THE VERTICAL
UNINTERRUPTED SPAN LENGTH OF TH& STUD.
WITH ALL APPLICABLE CODES AND REGULATIONS, IF HORIZ. CONTINOUS BRACE CAPABL OF TRANSFERING SID"; 14A?$PN,
2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE- PRIOR LATERAL LOADS TO SHEAR WALLS S EXIST, THREE (3) STUDS
c
TO COMMENCING WORK. THEN THE SCHEDULE SHOWN ABOVEDOfES NOT CONTINUOUS 0AI0 x
APPLY. x
ft x
3) CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, x
BE REQUIRED BY ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ONI THE DRAWINGS. x
FRAMINO SCHEDULE FOR OPENINGS SHALL BE AS FOLLOqS FOR ALL LOAD BEARING WALLS x
4) THESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR (EXCEPT AS OTHERWISE NOTED ON THE DRAWIN,S) x I L
A j 7. ANCHORAGE TO SLAB @ BOTTOM
REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER.
ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLABS DEPRESSIONS AND PITCHES AS MAY SCHEDULE )Vl
or
OPENING WIDTH IN FEET
T-I" THRU 6 1 61-1 THR U 10'-04 x (N,T,S,)
Up To T—O" x aA_��
(Typ""
,T A 7$ 0.0-',
SVAPSj
f
X
rxj
5) ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPIC/AL AND
SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK lie ;Ii, t.
EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. LINTEL (3)-2x8'9 (3)-2xlO', (3)-2x12's SUPPORT GIRDER e.-j POST STRAPPING
j
EXTERIO� WALL OPENINGS E TOP & BOTTOM
JAMB USE 30(2)SfUDS OF DIE SAME SIZE AS I OF THE WALL BEING CONSIDERED STRAPPING 0 OP & BOTTOM EXCEPT AT (N.T.S.)
6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE FOUNDATIONS WERE [DESIGNED EXTERIOR WALL OPENIN K GARAGE DOOR OTHER LOCATIONS SHOWN DOOR JAM6
FOR A 2000 PSF SOIL BEARING CAPACITY, CONTRACTOR SHALL REPORT ANY DIFFERING
CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK. TWO (2) PLATES WITH A 1/24 PLYWOOD FILLER MAY BE USED INSTEAD OF,
THE THREE (3) PLATES MENTIONED ABOVE, STRAPPING 0 TOP BOTTC ON ,SHEET jll� OF THE DRAWINGS ANCHORAGE 0 TOP BOTTOM R OIST OR S AM
7) IT 15 THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND (N,T,S,5
STUDS SHALL BE CONTINUOUS FROM TOP PLATES TO SOLE PLATES,
SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING
ERECTION.
CONSTRUCTION NOTES: ROOF TRUSS EENGWEERED ROOF TRUSSES
ROOF TRUSS NOT PR
CONCRrTE� SHOWN FOR CLARITY
1,;;_._9 N N�q GATOR NUT STRAP
1) ALL CAST IN PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN, OF =00 PSI TOP PLATES
COMPRESSIVE STRENGRI AT 28 DAYS, SLABS ON GRADE MAY BE CONSTRUCTED W/2500 PSI CONCRETE.
3"x 30)x 1/8"
2) FOOTINGS S14ALL BEAR BELOW DISTURBED & ORGANIC SOIL AND UPON EITHER THE SURFICIAL SOIL OR UPON GATOR WASHE�
STRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR MAXIMUM POST STRA PING.@ TOP
DRY DENSITY (ASTM 01557) FOR A DEPTH OF AT LEAST ONE FOOT (I (L) BELOW THE BOTTOM OF THE FOOTING. 5? Igf 90t sTRAPS HURRIC E STRAPPING PER TOP PLATE (N,T,S.)
OF WALLS
3) BEARING MATERAIL: THE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS, 0 32" 0.0� SCH. "A" ON SHEET #I L
WHICH WILL REQUIRED PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL, THE BEARING
LEVEL SOILS, AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 95% OF THE MODIFIED 6 x 6" OR 4"x 4" POST
PROCTOR MAXIMUM DRY DENSITY (ASTM D1557)
4) REINFORCING STEEL S14ALL BE ASTM A-615 GRADE 60 STEEL CONFORMING TO ACI 3010 1/2"0 GATOR BOLT JL_ I
ACT 315, ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS. PER SHEET #11 1/2"0 GATOR BOLT DRILL 6" INTO CONCRETE
9
I PER SHEET #I-X.
5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE
LAP SPLICED A MIN. OF 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER UNLESS 1.55TA36-"'WAPIOAP
OTHERWISE NOTED. SPACE 0 32" O.C. POST STRAPPNG_000TIOM
(MAX.) all
6) THE MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 In. MIN. FOR REINFORCEMENT. GATOR COUPLER
FOOTINGS (TO MAIN REINFORCEMENT).....................3 Inches
SLAB ON GRADE........................... .............. ....�CENTERED CORNER DETAIL POST STRAPPIN9__,��A
7) HORIZONTAL OF-AM AND FOOTING BARS SHALL BE BENT V-O" AROUND CORNERS OR (N,T.S,) TOP BOTTOM
CORNER BARS WITH 2'-0" LAP SHALL BE PROVIDED, SHOE PLATE
8) CON1RACTOR SHALL PROVIDE SPACERS, CHAIR% BOLSTERS, ETC. NECESSARY TO SUPPORT
REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES
SHALL HAVE ENDS WHICH ARC PLASTIC TIPPED OR STAINLESS STEEL. ti fl
SUPPORT BEAM OR
9) ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR! GIRDER PER SHEET /)I\
DETAILING REINFORCED CONCRETE STRUCTURES 0 315 LATEST EDITION. UNLESS DETiA)LED EXTERIOR WALL OPENING F
OTHERWISE ON THE STRUCTURAL DRAWINGS. STRAPPING 0 TOP BOTT0 1/2"0 GATOR 13OLT GATOR BOLT SYSTEM
10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS DETAIL D (N11%S) /--PER SHEET #M INSTALLATION INSTRUCTIONIS
FOR CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE GATOR COUPLER
FOR BUILDINGS" ACI 301. STUD TO STUD STRAPPING
(N.T.S.) I DETERMINE THE STARTING POINT' AND MARK EITHER THE
MASONRY 1 -0 GATOR BOLTS SPACED FORM BOARD BOLT LOCATIONS PRIOR TO CONCRETE POUR
1/200 GATOR BOLTS SPACED ---\ EXPANSION JOINT IF "J-BOLTS" ARE USED OR BOL-T LOCATIONS DIRECTLY
1) CONCRETE MASONRY UNITS SHALL BE ASTM C90-76, HOLLOW LOAD-BEARING CONCRETE PER SHEET P%l . ADDITIONAL STUD WALL PER SHEET #12. . ADDITIONAL RECESS SLAB 3 4"x 10" WIDE t ON THE HARDENED CONCRETE IF" EPDXY ANCHOR BOLTS
MASON13Y UNITS. TYPE 1, GRADE N-it NORMAL WEIGHT, WITH A MIN, COMPRESSIVE STRENGTH EXP. BOLTS MAY BE NEEDED PER EXII. BOLTS MAY BE NEEDED PER AT GARAC YFR ARE USED.
OF 2000 PSI ( f ' M = 1500 PSI SHEAR WALL TABLE ON SHEET # #4 RODS coN r, SHEAR WALL TABLE ON SHEET EPDXY GROUT
j-4" CONC. SLAB'W/6x6xl 0/10 W.W.F. r LA 6x6x1O/1O WWF.
RECESS
AT GAR.
2) MORTAR SHALL CONFORM TO ASTM 0270 AND BE OF TYPE M OR S� 2) CORNER LOCATIONS SHALL HE PIER DETAIL 1" ON.THIS
SHEET.
STUD WALL
ML1_1
3) HORIZONTAL MASONRY JoiNTS REINFORCEMENT SHALL BE GALVANIZED TRUSS-TYPE WITH 1 3) INSTALL COUPLERS, WASHERS &: NUT$ WHERE REQUIRED
6 In. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX. 16 In. D.C., 150XIO/10 W.W.F. PER DETAIL "J" ON THIS SHEET AND PER MANUFACTURER'S
I MIL. Y.B. OVER CLEAN, F I?I RECOMMENDATIONS,
WOOD FRAMING 'YELL COMPACTED TREATED FILL (ONC ETE FOOTING
1) ALL WOOD FRAMING SHALL BE SYP #2 AND INSTALLED PER AITO AND TPI AND NATIONAL It I
//4 RODS VERT. ON 48" O,C. & AT CORNERS.
DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION.
VERT. RO)S SHALL BE HOOKED 6" INTO
FOOTINGS 0 BOTTOM AND 12" INTO SLA13 BOLT RUN DETAIL (TYP)
A,
2) ALL STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN, DESIGN VALUES: (2)-#5 CONT. HOOKED TURN DOWN SLAB DETAIL
0 TOP, R HORIZ. REINFORCEMENT, UtE TTT TIED AT CORNERS (N.T.S.)
LLI tu
SAWN LUMBER LAM, VENEER LUMBER o. HORIZ. JOINT REINFORCEMENT MIN. 18" GARAGE
0
Fb = 1120 PSI Fb = 2,600 PSI ON 16 C. (MAX.)
FV = 90 PSI Fv = 285 PSI
E - 1,900,000 PSI 48" (MAX,) OR
Fol = 565. PSI
�_2
Fo 1,455 PSI
E CONSULT ENGINEER BLOCKING REQ,D.
1,600,000 PSI I i TURN DOWN SLAB DETAIL BETWEEN OUTRIGOERS
3) ROOF & WALL SHEATHING SHALL BE 7/16" ORIENTAL STRAND BOARDS (OSB) OR BETTER, 20"(W)x 10"(H) CONCRETE FOOTING 2X4 BLOCKING @SHEATHING JOINT 2x4 OUTRIGGER
SPAN RATER AS SHOWN ON THE DRAWINGS. REINFORCED W/(2)-/15 RODS CONT. 4" FROM OADLE END� 0 48" -HURRICANE CLIP H-2.6 CONT. 2x4 SOAD FR(OM TOP TO
I EXCEPT GARAGE U-HANOER OR EQUAL 0 484 0.0 BOTTOM CHORD TO 5ERVE As N
4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACTED WITH MASONRY, CONCRETE TYPICAL FOLINDATI — — — — - — — — — — — __ — I- — — — — — - 7/16" STRUCTURA, ROOF SHEATHING -A 7 2x4 BARCE RAFTER CONT. FOR X-BRAQINQ 0 BY D.C. PROVIDE CLIP FOR 400 Ibs,
OR SOIL SHALL BE PRESSURE-TREATED. ON DETAI� F 6x8x1O/1O W.W.F. _x BOTTOM CHORD OF COWMON OF LATERAL SHEAR
1 1. .. ... /_ . I - x 1 $ SHINGLE STRIP TRUS55S a 24" O.C. BOTTOM CHORD or CABLE:
5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH x FASCIA END TRUSS
tooL
12d NAILS a 8" D.C.
APPLICATION. FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM Hdad.,Pff%he.t4 per sheet
A-153-80.
rug T 2x4 X 0
of, M 0.0; TOP CHORE) OF OA13LE END (3) 12d MAIL$
FIS15WSEMCO'. 7r- TRUSS DROP 3-1/2' DOUBLE TOP PLATE
6) ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.I,S.C. SPECIFICATIONS. 71RAP (2)-#5 RODS CONT.
FASTENING SUBJECT To MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM A-153_80, 20 SCAB CONT. TOP TO
MAX,
7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. or BOTTOM CHORD 0 8 ft. OPENING
20 24-10 9
t'.%t,d Strop. INTERIOR STEP DOWN DETAIL FROM OAHLE
8) GRADE or LUMBER TO BE USED FOR -THE FABRICATION OF STUD WALLS MAY BE SPF #2 CONT. 2X4 SCAB FROM TOP TO 2x4 BLOCKING 0 48" D.C. BETWEEN
INSTEAD OF SYP #2.
SOLE PLATE SHALL BE BOTTOM CHORD 0 X-HRAOINQ GABLE END TRUSS AND FIRST
GAT)R BOLT R DE ADDITIONAL 2x4'a AT COMMON TRUSS
ANCHORED TO SLAB W/ 2x4 SCAB IF VERT %RT1'O'AL IF HIGHER THAN 48u
2X4 STL D9 1/2'10 GATOR E30LTS SPACED WES IS NOT PRESENT TO FORM AN %` SHAPE) \_CONT. 2x4xa'#2 SYP. LATERAL
SCHEDULE "B" — MISCELLANEOUS FASTENING SCHEDULE PER SHEET # 12. . ADDITIONAL BRACE 0 tq-D.C.
I 0047U?ICLT EXP. BOLTS MAY BE NEEDED PER BOTTOM CHORD OF ISOMETRIC VIEW
1) 12d NAILS (TYP
CONNECTION FASTENER NUMBER OR SPACING 6x6x1O/`IO W.W.F.- SHEAR WALL TABLE ON SHEET j I X-BRACING GABLE END TRUSS ((3) i2d NAILS SHOVANG LATERAL BRACE TO
ki - GABLE END TRUSS
TOP OR SOLE PLATE TO STUD, END NAIL 16d COMMON 2 11-01,%imesom, ? x -20TOP PLATE
STUD TO SOLE PLATE, TOE NAIL 6d COMMON 4 HOLDDOWN (2) -PLATFORM FRAMING-
CONT. 2x4x8' #2 SYP
DOUBLE STUDS, FACE NAIL 10d COMMON 24" O.C. NOTE: LATERAL BRACE a 24-O.C. 20 STUDS 0 16' O,'O�
. I : , . .11. .. 4 .
10d COMMON 161, D.C. n J.
DOUBLE TOP PLATES, FACE NAIL lossoo ,, UNBRACED LENGTH OF X-BRACING MAY
q- 0 T T.
2-16d OR 3-10d COMMON CAD FILE NAME
TOP PLATES, LAP AND INTERSECTIONS FACE NAIL NOT EXCEED 10 ft.. IF LENGTH DOE 20 BLOCKING 0 413" D.C.
ri CONTINUOUS HEADER, TWO PIECES 16d COMMON 16" D.C. ALONG EA, EDGE CONCRETE SLAB EXCEED 10 ft., ADDITIONAL SCAB I REQ'D. BETWEEN GABLE & FIRST TRUSS
011 . . --:.1 (9)-#5 RODS CONT. WSCELLANEOUS DETAILS FOR
C�L IP MUST
CLIP 0 4811 D.C.. CLIP MUST
EOMQD_A_RAILTI��LFELC.)kR� HENTHING: iL to 20" PROVIDE A MIN. 400 Ibij OF SHEAR,
------ OT 14 f,
Sd COMMON 6" O.C. EDGES PLATFORM FRAMINGe`�H , DRAWING NO�
ROOF - 7/16" Oil GREATER IN T1�RIOR THICKEN SLAB DETAIL A
8" O.C. INTERMEDIATE
GABLE END a
WALL - 7/16` OR GREATER Bd COMMON 6" 0.0, EDGES &-)K- DRAWN BYi APPROVED Y:
12� D.C. INTERMEDIATE Detail "B", Jamb stropping 'Detail "C", Jamb strappipg. MISC. FOUNDATION DETAI A.PPROVED BY: LJG
0 top Bott. @ top 13 LOUIS GARRII P.E.
FLOOR - 3/4" T&G PLYWOOD 8d COMMON 6" O.C. EDGES & Ott.,
co 12" O.C� DATE:
INTERMEDIATE
P 5H661rG ((N.T.S, SCALEI AS NOTED
——--------
..........