Laurel Way 1471 DATE:
03/19/02
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City of Atlantic, Ve�;ch C�s
Planiing and Zoming Leps tment QS
p ovaF- rifies cornipllanc-- wilti applio7!sble
zoning. subdi it0or, ard othe� oca! jF.nd
-deYe4apmeTTt-- ulations. lbut dn'�s ool -.o sfitutr
approval for the issuance cif permits QQ
with Florida Building Code an,' - 11 ion'; ,-Ib �
local, Stele and Fedt rat P)eirriittir.' r�`Itilz;'netl's
must be verified by i ;3U're of the Cl�, n Atlantic
Beach Building 0 c' I pri(or to th ssuance of a
Building Permit.
Approved By'�-Com munit evelupmer.1, Director
L�a te- 6/,;
17)
'14- VED FER5,FEcTIVE
5 J,
-rrirnboh
M,�rc & Hcathcr
RE51PENCE
'APPRoVED PAGE
CITY. OF ATLANTIC BEACH
-SUILDING OFFICE
13UILP SET
Y OP
L
DATE:
03/19/02
-- - - - - - - — — - - - — — — - - — - - — - - — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - — — — — — — - - —
-- — — — — — — — — — — — — — — - -- — -- — — — — — — — — — — — — — — — — — — — — — — — — — — --— — — — — — — — — — -
17-6"
9
GAKAGE
- 411 A"
LOWER
457 5q ft
va C\j
L — — — — — — — — — — — — — — — — — -- --
MAIN
— — — — — — — — — — — — — HOU5E
SLAD
1213 5o[ f t
d3 FRONT — — — — — — — — — —4 C�s
PORCH <
50 E5, ft oz
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LU
2�
LANAI Lo C�s
TOTAL - 411 1
SLAD AREA LOWER
'1590 56t f
L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
-- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- - — — — — — — — — --- — — — — -
54--,G'
FOUNDATION FLAN PAGE
13UILI) SET SCALE: 1/4" - I FOOT 2
DATE:
21'-91/41,
2'-10" - —5'-4" 3/4"
05/19/02
4'-21/4" 25-4 3/4" 16-7112"
\N \N
21'--6 1/2"
j I
[ i
DATH
74'x 3'-4"
LALU)NPR
4'-11"x 7-6'
7 T`�3-4`
7, �\�Vj
4'-5" -6 1/211 l'-7" CLOSET
7�
64,x 64,
MA5TER
P AKE1
DATH
WAIN5CGr x
�Dm
6 1-6, 5484"
_-6.E, 4-4 5'-4"
7K
GARAGE
0',
21'-2" x 204'
All-
PLAW
5HFLF AT
ae'AFF \t
ad ,. - 83
KITCHEN
2 MASTER E3[)P\M
111-7 x 12'-5'
15'-11"x IT-T
12'-0" -- 6,-0" —7 -loll—
X
9 9
M11111M.4.
uj
17-8 1/2" _71 -9112X—31-61,
.r-21-21-
P rANEL FANEL
WAINSCOT WAIN5GOT �Y_611 xt
a) 3'-5" 7-11" ED r NEFWA
PORCH -loll PANEL I/
WAIN5COT AFF
3 1/2"/;, 17-7
CN
LIVING
17-6" x 0-7
2x5 KNEE WALL TO M"
CO2 PINING FOK i---
11-ill x 101-411 6"ROUNP COLUMN5 TO 10-2Y' ,x 14'-6"
DUAL-v 13EAM AT 84"AFF
LIVING AREA
1207 5q ft
114"— 21-6" -71 FAGE
ll'-9 3/4" 16-2 1/4" ��-6 3/4" JZ-5 FLOOK FLAN
13UILP 5ET 541-0,1 — 5CALE: 1/4" 1 FOO
Lau(\c Way
DATE
v
>� LC)
2-0" 4'-10 1/4"
7 2t�-4" 5-5 314"
74' 10--o"
6 va
_g
2f
0
C)
007 w
POOL n cq
ROOM
24'-11"x W-9'
71 C0STORAGE
6 4'-11"x 7-6'
2_0" T-1 48"
5�1
/ _5�1 -LAIA
f c
ee
10
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511 811 —OPEN 13ELOW oz
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HOROOM
IT-o" XIT-o"
5ATH
vij,
,`9,4, x 5-o"
C
C�s
r
12-2 114" 7 12'-1 3/4'.
2T-61/2"
LIVING AREA
560 5q f t
5ECONI) FLOOK FLAN PAGE
13UILP SET 5CALE: 1/4'' - 1 FOOT 5A
Wa�
DATE:
0,3/19/02
7
DATH
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GARAGE
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MASTER 13PRM
ILL $s-- "S-,-79 Q-
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FOYER I/
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ILL-
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,kr iV6-j E�
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LIVING
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PINING �0)2 PORCH
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LIVING AREA = cl;2,-
1207 5q ft
L
p . . . .
FlF\5T FLOOR ELECTKICAL PAGE
13UILP SE-r SCALE: 1/4'' — 1 FOOT
Way
DATE:
025/19/02
c\j
007 w
POOL
Room
�j5�AGE
iZ
_c� 3ss T
—OPEN ROW-4
DEPROOM
13ATH
LIVING AKEA
56b 5q ft
SIZE --"CO[)E
NUMBER TY
750-1 — 1601/0
1 2068 6- PANEL 51-EEL WINPOWSCHEPULE
y
i��
y
W-3 — 1 _2_J6_8T__6--PANEL INTER10P, UMDEI� 0 ry 51ZE COPE
PO4 1 5468 5065 STEEL 6- FANEL _To-40'_'__ 797 E T'lK�
P05 2 259a___6- PANEL INTERIOR POCKET _W0_2 7 1 105060 MARK 50- WH C)
-0-6 - 3 2068 _67P-ANEL INTERIOR rOCKET W03 'I T_lX_E_P_G_L?�5.5' SP_EGRCS_�LA_F'E
RK
-0-077— 5 206& 6- PANEL INTERIOR W04 1 1 30,30
[ 2a68 6- PANEL STEEL - 0OU13LE 13ORE 5 2 �5050
P09 1 12&k6b 15- LITE FRENCH- STEEL
Polo 12660 6 - PANEL INTERIOR
SECONP FLOOR ELECTKICAL PAGE
13UILP SET SCALE: 1/4" - 1 FOOT
Nql bxcolel Wa/
FRONT ELEVATION DATE:
5CALE.- 1/4" — I FOOT
03/19/02
03
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PAGE
13UILP SET
Way
DATE:
RIGHT ELEVATION
SC/�LE: 1/411 1 FOOT C13/119/(TZ
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PAGE
13UILP SET
DATE:
REAR ELEVATION 03/'9102
SC,,�LE: 1/4" 1 FOOT
un
(19
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PAGE
13UILP SET
LA I [-,OU(-\61 Wa
DATE:
LEFT ELEVATION 03/19/02
SCALE-: 1/4" 1 FOOT
7-w
-Z�. .H;5�-
-T—
a tmtT T- I la— —r",
L--T-
0 FAN
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= 'C. = ' --r- H
rwLmFL— I I==
QK)
13UILPI 51-T
- - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
7
-- - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - --
GARAGE
- 411
LOWER
457!5c[ ft
141 Al N N
— — — — — — — — HOU5E -j
SLAD
9
121-0" 1213 5q ft
:z'
9
L FRONT - — — — — — — — — — -
5 0 ft
f
7
--A
()Y\ Gcfttp- LANAI
TOTAL
- 411
9 SLAD AREA
1890 5c[ ft V LOWER
ID 165"�'Ot f t
L41 6 Kp
s tfwxl'4-r�
L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
7"'T
7," 77 - .. 777777�
I — — — — — — - -- — — — —%— — — — — — — — — --- — — — — — — — — — — — — — — — — — — — — —
-7
AV
Y\CTAC IFO U/A cka�t alN p
NOTE:
UNLESS RULED OTHERWISE BY THE SOIL ENGINEER OR CONSTRUCTION
PROFESSIONAL THAT IS FAMILIAR WITH THE HISTORY OF THE SPECIFIC CONSTRUCTION
SITE, THE UNDERSIGNED ENGINEER RECOMMENDS THAT AT LEAST TWO (2) 25 ft. DEEP
SOIL BORINGS BE PERFORMED AT THE CONSTRUCTION SITE FOR THE PURPOSE
OF EVALUATING THE DEEP SOIL CONDITION AND TO INSURE THAT THE SOIL
DOES NOT CONTAIN POCKETS OF UNSUITABLE SOIL (I.E. ORGANIC SOIL,
UNCONSOLIDATED CLAY, ETC.) THAT MAY CAUSE FUTURE DETRIMENTAL
STRUCTURAL SETTLEMENT.
HOWEVER, 6 ft, DEEP SOIL BORINGS SHOULD BE PERFORMED TO ESTABLISH
THE DEPTH OF SOIL EXCAVATION AND 'BACKFILL. NUMBER OF FIORINGS SHALL
BE RECOMMENDED BY THE SOIL ENGINEER-
IF NO DEEP SOIL BORING INVESTIGATION IS PERFORMED (I.E. 25 ft. DEEP SOIL ILA rl I
BORINGS) THEN THE UNDERSIGNED ENGINEER ASSUMES THE FOLLOWING: ro,4"-4e CAD FILE NAME
THE UNDERSIGNED (I.E. ENGINEER) HAS No KNOWLEDGE OF ANY SUBSURFACE
SOIL CONDITION REPORT; THUS, ALL FOOTINGS ARE DESIGNED AS SHALLOW a vo� eCA41
FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM BEARING PRESSURE DRAWNG NO.
OF 2000 PSF. IF CONTRACTOR FOUND ANY DIFFERING CONDITIONS EITHER A"ey, APPROVE0 OY-,
THROUGH SOIL REPORT OR SOIL REMOVAL, THEN ENGINEER OR UNDERSIGNED APPROVED wt, LJG SFIF-'rr NO,
1A110"rl C'
SHALL BE NOTIFIED AND POSSIBLE FOOTING DESIGN REVISIONS 0AIrr kt td t-- LOUIS GABRIE PF
(I.E. MAT FOUNDATION OR PILE FOUNDATION) MAY HAVE TO 8E IMPLEMENTED SCALEI AS NOTED Ll �,7/a,_ to
PRIOR TO COMMENCING WITH FOOTINGS WORK.
TABLE FOR SHEAR WALLS FRAMING
6L �&m R)
THE SHEAR WALLS TABLE WAS ESTABLISHE15 ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE
NOTED IN THE TABLE:
DATH
I BA� WOOD SHEATING TO STUDS NAILING SHALL BE 8d COMMON NAILS.
THICK BOARD
GYP. BOARD TO STUDS NAILING SHALL BE 5d & 6d COLLIER NAILS FOR 1/2- & 5/8
RESPECTIVELY. -BOLTSm (A,307 STEEL) FOR EXTERIOR WALLS
C) SOLE PLATE-CONCRETE SLAB ANCHORS SHALL BE 1/2�Ox 10* LONG 'J
71 - OR 1/2"0 x 7' ADHESIVE ANCHOR BOLTS FOR INTERIOR WALLS.
SINGLE-OR SHEATHING TO STUDS FLOOR TO FLOOR
N REQ'D.
DESIGNATION SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR SPACING
j- =77- L 7/16- 058 SINGLE 6' / 12" 60" O.C'
(BLOCKED)
-7-
7/16" OSB SINGLE 4' / 12- 60" O.C.
(BLOCKED)
36" O.C.
7/16" OSB SINGLE 3" 12"
Y (BLOCKED)
moo
KITCHEN
NAIL PANEL EDGES ONTO DOUBLE STUDS.
ADD EXP. BOLTS TO GATOR BOLTS TO ACHIEVE REQUIRED BOLT SPACING.
ADDITIONAL NOTES:
WH
1
1) FOR LOCATIONS CLOUDED AS (D. INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE
lixiq Q) BOLTED PER DETAIL '"B* ON SHEET #13
2) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SHALL
13E BOLTED PER DETAIL mE" ON SHEET #13 -
r1j 3) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF REARING WALLS AS SHOWN ON
SCHEDULE "A� ON SHEET,#Ik . STRAPPING WLL 13E ADEQUATE TO RESIST SHEAR FORCES
ACTING SIMULTANEOUSLY WITH UPLIFT FORCES.
14
4) THE ALLOWABLE.41EAR VALUES OUTLINED BY SBC-91 FOR 130TH EXTERIOR & INTERIOR WALLS
HAVE BEEN REDUCED BY 18% TO ACCOMODATE THE USE OF #2 SPF GRADE OF LUMBER FOR
ri WALL CONSTRUCTION. ALSO THE ALLOWABLE UPLIFr CAPACITY OF ALL METAL STRAPPINGS THAT
CONNECT STUDS TO ITOP PLATES, SHOE PLATE, SHEAR WALL HOLDDOWNS AND TO STUDS OF
REASON MENTIONED
FLOOR ABOVE OR BEILOW HAVE BEEN REDUCED BY 18% FOR THE SAME
ABOVE.
5) FOR LOCATIONS CLOUDED AS 2 , INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE STRAPPED
AT TOP 44 BOTTOM A19 SHOWN 0 DETAIL mAm' ON SHZtT # ks-
6) tOCA-rION-S CLIOUSIEt AS �� SIVIALL 9F- STIZAffIET� Pec '3\ F-TmC'c" OF SH96-r#13
-7)
�> Eyv0"kwv'4 f uoy, tf"Livs 6�vrd-4vs, To 6e-
7
SCHEDULE "Alp
N
ROOFF TRUSSES STRAPPING SCHEDULE TO TOP PLATE
e3
OF 13EARING WALLS (PRE-CENGINEERED FRAMING)
f_0N
LO
�Lp'j (t)-z,,x I Z-
ns TRUSS No. OR UPLIFT TRUSS TO TOP
-M!" DESIGNAMN (Ibs) TOP PLATES TO FOoTiNGs
PLATEOR TO STUD
e,Coj FN cs Ro o�r S�eo-r W j [,�`aou-t ALL TRUSS ENDS
lip I'VIN
EXCEPT ONES CLIPS 1/2"d GATOR BOLTS SPACED AS
OUTLINED BELCtW SHOWN ON SHEET
1, G 1, &t'-,
Ut P'5 1/2-0 GATOR BOLTS SPACED AS
SHOM ON SHEET #
A3,, C�3
(21 MT-f, Za *-Sj- (ONE) 1/2*4 9ATOR BOLT LOCAMD VATHIN
2,009 MtSot4 6' OF CENTERLINE OF TR
W ffILM W/C%,q) USS BEARINQ
MAX 11"9
tAcrT--L kisim
SFE TRUS..S ENGINEERING BY "kpioe FOR, TRUSS DESIGNATION.
Lot; 6 H_-
I
pZk4 CAD FILE
R RAZE�
'o
Lot W,
DRAWN BY-. APPR TURAWNG NO.
P'=
O'D cj'._
AF"01x0 Byl L' I SHEET NO.
,11, 4 Ad L_ ""'D Byl
A LJrji3
0ATEi LOUIS AqRiE r.E
V�A't� s Nu
�Uttl AS NUT'Eb 4 1-7 1 0 Z- jt
OF
TABLE FOR SHEAR WALLS FRAMING
(SECOND FLOOR)
LESS OTHERWISE
T14E SHEAR WALLS TABLE WAS ESTA13LISHED ASSUMING THE FoLLO NG CRITERIA'UN
POOL NOTED IN T14E TABLE-*
A
ROOM WOOD SHEATING TO STUDS NAILING SHALL BE 8d COMMON NAILS
GYP. BOARD To STUDS NAILING SHALL HE 5d & 6d COLLER NAILS FOR 1/2' & 5/8" TfiICK BOAf
RESPECTIVELY OR 1-1/4" TYPE S OR W, #6 SCREWS FOR EITHER BOARD THICKNESS.
SHEATHING TO STUDS
REQ'D. SINGLE OR
DESIGNATION SHEATHING DOUBLE SHEATHING NAIL SPACING
7/16* OSEI SINGLE 6- / 12-
(BLOCKED)
7/16- OS13 SINGLE 4' / 12'
(BLOCKED)
IA
ADDITIONAL NOTES.
1) FOR LOCATIONS CLOUDED AS USE (ONE) M01) 'S'APSOM" FLOOR
EL NO. t5TA8-1G'
TO FLOOR TENSION TIE. S (D. USE (TWO)MOI)F-)- NO- FLOOR
2) FOR LOCATIONS CLOUDED A
To FLOOR TENSION 'nE. TINUATION
V 3) ALL EXTERIOR WALL OPENINGS ON SECOND FLOOR, "IERE WALLS ARE A CON
OF GROUND FLOOR WALLS, MAY BE BOLTED PER DETAIL 'F' ON SHEET # t3 -
4) FLOOR TO FLOOR STRAPPING FOR UPLIFT SHALL BE rA ODF-t,. r4o. C 5 so sim P 5 0 W"
SPACED ON 32" O.C. 0 BOTTOM A N M (A Le>0 ft?P L%E n o TOP PER DETAIL 'j�* ON 9F-AT
Lail R GIRDERS AND ARE NQIT A CONTINUATION
SUEE-T AIERE SECOND FLOOR WALLS ARE SUPPORTED By FLOO PER DETAIL -K- ON NeNT Sftt-r TAOLE 1006A.4
OF FIRST FLOOR WALLS. EXTERIOR WALL OPENINGS MAY BE STRAPPED WINIJ-80FINE DEBRI%PFIOTECTION FASTENING SCHEDULE
FOR W0015 STRUCTURAL PANELS
FASTENER FASTENER SPACING(In.)1.2
I'-0"� TYP15 ---
Waal -9" Panel Span!5 2 ft 2 ft<Panel Span 4 ft<Panel Span 6 ft<Panel Span
<4 ft <6ft 13,ft
2 1/2 96 Wood ScreW3 16 16 t2 9
2 1/2#8 Wood Sc=Ws3 16 16 .16 12
Double-116aded Nails;4 12 6 4 3
$13,1 iilch=25.4 mm I foot--305 mim
N6tes:
1. This table is based on a m=imurn wind speed of 130 mph(58 m/s)and mean roof height of 33 feet(10 M)or less,
2. Fasteners shall be.installed at opposing ends of the wood stiucaural panel. I
X Where.screws are attiched to masonry or masonrylstacco,they,shall be attached using vibration-resistant anchors having a minimum withdrawal capac�
Ity of 490 lb(2 180 kN),
4. Nails shall be lOd-commoni or 12d box double-headed nails.
FLORIDA BUILDING CODE BUILDING
L: 0
fvr
KtrCHEN 11C(XykW
1�wJW A"I I"I'L
9A coal",'m., Co.., I
'T"( curo U ccncy-4 —
4700�0 oy
FQ"
See_ �91.10 V -,>
UG_
CAD FILt NAME
t7 6
AU4vtt;��
DRA"NG NO.
DRAM BY: APM04D P.
APPRO1,10 BY- LJG =SHEET NO.
WE% LOUIS GABRIE�� P.E.
SCAM AS NOTED OF
:M CRITEFI_A 1. Live Loads
#/Sq. Yt-, Floor.___-.40 #/Sq. Ft. ROOF TRUSS--\ ROOF TRUSS ARAGE DOOR HEADER
SCHEDULE C TYP)
2. Wind Loads RECOMMENDED STUD SIZES AND SPACING TOP PLATES
Three Second Gust Wind Velocity Paz- 2001-FBC---.120 MPH
WALL PLATE HEIGHT STUD SIZE SPACING
(+)Or(-)0.18 ( Enclosed Building) .
I (iWortance Factor) =1.0, Wind Exposure" BI
GC:Pi� 8'-0' THRU W-104 2x4 164
3. Companents re Cladding Design preas-ures; 10'-04 THRU 14'-0' 20 16� X
Roof (Anywhere)- 50.1 Psf(Suctioa), 23.7 Paf(Pressure) X
wall (Anywhere)- 34.7 psf(Suctiotx) , 25.9 Psf(Pressure) 14,-1* THRU 181-6" 2X8 160 (3) CONTINUOUS STUDS
GENERAL STRUCTURAL NOTES: 19'-0* THRU 22'-0" 2)(8 12� 5TR ere
1) IT IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL 2x1O 12' 1/2"0 GATOR BOLT
REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF C'S'zo."'s im P-Com 4 PER SHE97 #11- STRAP111mo a mp
C^ONSIRUCT%3H AN-, OCCk3PANCY. ALL COMIRACIORS SHALL DO THEIR WORK IN CONFORM41GE THE PLATE HEIGHT REPRESENTS THE RTICAL (N,T�S,)
WITH ALL APPLICABLE CODES AND REGULATIONS. UNINTERRUPTED SPAN LENGTH OF TH STUD.
IF HORIZ. CONTINOUS BRACE CAPASL OF TRANSVERING 15 P R,"S I;pA S pN'1
2) THC CON'TRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR LATERAL LOADS TO SHEAR WALLS 00 9 EXIST, THREE (3) STUDS
TO COMMENCING WORK, THEN THE SCHEDULE SHOWN ABOVE DES NOT CONTINUOUS Cft.)
APPLY,
3) CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS,
ANGLES. PLATES, OPENINGS, SLEEVES, HANGERS, SLABS DEPRESSIONS AND PITCHES AS MAY
FRAMING SCHEDULE FOR OPENINGS SRtL UE AS
BE REQUIRED BY ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS.
FOLLOWS FOR ALL LOAD rrARINo WALLS
-THE PROPERTY OF THE ENCINEFR AND MAY NUT BE USED OR SCHEDULE "D TED ON THE DRAWINVS) if I
4) THESE DOCUMENTS ARE (EXCEPT AS OTHERWISE NO'
REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. OPENING WIDTH IN FEET (X
ANCHOWE TO SLAB @ BOTTOM
5) ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL A140 UP TO S-04 3'-1' THRU 6-0' 6'-1 THRU I 0,-o'
'I'S THE RTCAL
H OF TH S TUD.
CAPAB L OF TRANSFE
LLS )0 EXI ST
I A OV 1 9_S Nof
AS E OF 1�V-I
EXGEPT VNERE A DIFFERENT DETAIL IS SHOWN, LINTEL (3)-24S (3)-2XIO's (3)-2x12's UPPORT CIRDER POST STRAPPING
HALL OE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK
S
EXTERIOR WALL OPENING E:
X f
6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS WERE DESIGNED JAMB USE M(2)STUDS OF IRE SME SIZE AS I tESE OF THE w&L Bow con TOP & BOTTOM
FOR A 2000 PSF SOIL BEARING CAPACITY, CONTRACTOR SHALL REPORT ANY DIFFERING EXTERIOR WALL OPENINGS' K �TRAPPING (9 TOP & BOTTOM EXCEPT AT (N,T,S.)
CONDTTIONS TO 'THE DESIONER PRIOR TO COMMENCING WORK, TWO (2) PLATES WITH A 1/2' PLYWOOD FIL.ER MAY BE USED INSTEAD OF S GARAGE DOOR OTHER LOCAI 01i DOOR JAMB
THE THREE (3) PLATES MENTIONED ABOVE. STRAPPING 0 TOP & BOTTOM ON SHEET #11 OF THE DRAWINGS ANCHORAG.E 0 TOP 30' RIM JOIST OR BEAM
7) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND
SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND IVS COMPONENT PARTS DURING STUDS SHALL BE CONTINUOUS FROM TOP PLATES To SOLE PLATES. (N.T.S,)
ERECTION.
CONSTRUCTION NOTES:
ROOF TRUSS NOT ROOF TRUSS
CONCRETE: SHOWN FOR CLARITY\, PREENGINEERED ROOF TRUSSES
1) ALL CAST IN PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN, OF 3000 PSI
CATOR NUT
TOP PLATES
COMPRESSIVE STRENCRI AT 28 DAYS. SLABS ON GRADE MAY BE CONSTRUCTED W/2500 PSI CONCRETE.
2) FOOTINGS SHALL'BEAR BELOW DISTURBED & ORGANIC SOIL AND UPON EITHER THE SURFICIAL SOIL OR UPON
GATOR WASHER
STRUCTURAL FILL COMPACTEO TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR MAXIMUM
DRY DENSITY (ASTM 01557) FOR A DEPTH Of AT LEAST ONE FOOT (I ft.) BELOW THE BOTTOM OF THE FOOTING. IAP�ONt STRAPS _EOST SIRAPEING 0 TOP
3) BEARING MATERAIL: THE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS, 1! 0 32" O.C. HURRICANE STRAPPING PER —TOPPLATE
L FILL. THE flEARING SCH. "A" ON SHEET #11
WHICH WILL REQUIRED PROPER COMPACTION, OR IN COMPACTED STRUCTURA. OF WALLS
LEVEL SOILS, AFTER COMPACTION, SHOULD EXI-1101T DENSITIES EQUAL 'TO 95% OF THE MODIFIED
PROCTOR MAXIMUM DRY DENSITY (ASTM DI557) 6"X 6" OR 4"x 4" POST
4) REINFORCING SIEZI_ SHALL BE ASIM A-6`15 GRADE 60 STEEL C014FORMING TO ACI 301 1/2 0 GATOR BOLT POST`
A('T 315, ACI 318 AND CRSI MANUAL OF ST ANDARD PRACTICE, LATEST EDITIONS. PER SHEET #1?,
1/240 QATOR 13OLT DRILL 6' INTO CONCRETE
5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE PER sHEEr#(1L
LAP SPLICED A MIN. OF 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER UNLESS
OTHERWISE NOTED. SPACE 0 32" O.C. POST STRAPPItLO 0 BOTTOM
5) THE MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 In. MIN. FOR REINFORCEMENT, (MAX.)
FOOT114GS (TO MAIN REINFORCEMENT)............ -.3 Inches GATOR COUPLER
SLA13 ON GRADE...................................................-CENTERED
POST STRAPPINO A
7) HORIZONTAL BEAM AND FOOTING 13ARS SHALL BE BENT V-D" AROUND CORNERS OR CORNER DETAIL
rT g,11L -
CORNER BARS WITH 2*-0!' LAP SHALL BE PROVIDED. SHOE PLATE (N,T,S.) TOP & BOTTOM
vj/ (0 m P1 C,)L) (NITIS.)
8) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC, NECESSARY TO SUPPORT
REINFORCING �fEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED commm summ
SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL, 'TAStic op- smr_-t oil
SUPPORT BEAM OR
9) ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR GIRDER PER SHEET #11 ?,Xtt L5 ypg'r?_(�1 0'r,
DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS OETA)LEV EXTERIOR WALL OPENINGS^F
OT14ERWISE ON THE STRUCTURAL DRAWINGS. DETAIL 4, ___V - GATOR BOLT SYSTEM
(n STRAPPING @TOP BOTTOM 1/2�O GATOR BOLT
10) ALL CONCRETE WORK SRALL BE IN ACCORDANCE WIGI "THE BUILDING CODE REQUIREMENTS PER SHEET PI?_
FOR CONCRETE' ACI 318 LATEST EDITION, AND 'SPECIFICATIONS FOR STRUCTURAL CONCRETE
FOR BUILDINGS" AC1301. STUD TO STUD STRAPPIrG CATOR COUPLER INSTALLATION INSTRUCTIONS
AASONRY i) DETERMINE THE STARTING POINT AND MARK EITHER THE
FORM BOARD BOLT LOCATIONS PRIOR TO CONCRETE POUR
1/2-0 GATOR BOLTS SPACED 1/2"0 GATOR BOLTS tPACED EXPANSION JOINT SE6 V(P. FOUNim�TION 2,
i) CONCRETE MASONRY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-BEARING CONCRETE PER SHEET #IL . ADDITIONAL STUD WALL PEI! SHEET #IZ, . ADDITIONAL nl IF "J-13OLTS" Apr USED OR BOLT,LOQAUQP�S DIR�CTLa,54,t7
MASONRY UNITS, TYPE 1, GRADE N-1. NORMAL WEIGHT, WITH A MIN, COMPRESSIVE STRENGTH I I RECESS SLA13 3/4"x lo" WIDE 117�FP`69�' ANCAOR'BOLTS
OF 2000 PSI ( f ' m = 1500 PSI EXP, BOLTS MAY BE NEEDED PER #i RODS V3 EXT� BOLTS MAY BE NEEDED PER 41 T _.-... .0 . �
SHEAR WALL TABLE ON SHEET #11 'AR WALL TABLE.,�._,SHEET #I ARE USED.
4" CONC, S�AB �/wxlo/lp A.WF. I EPDXYGROUT
J_� 6XbAi0/10 W.W.F.
MORTAR SIIALL CONFORM TO ASTIA C270 AND BE OF TYPE M OR S. f 2) CORNER LOCATIONS SHALL, BE PER DETAIL "L" ON.THIS
SHEET.
STUD WALL
TRUSS-T`YPE WITH
T;HV�i�4RAE'0�00 JOINTS REINFOA� d
6 In. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE. MAX., 16 In. O,C..
BxSAG/10 W.W.F. J?m 3) INSTALL COUPLERS, WASHERS de NUTS WHERE REQUIRED
gOD LR MING MIL V.8. OVER CLEAN, PER DETAIL "J" ON THIS SHEET AND PER MANUFACTURER'S
LL COMPACTED TREATED FILL CONC RECOMMENDATIONS.
FOOTI
I ALL WOOD FRAMING SHALL BE SYP #2 AND INSTALLED PER AITC AND TPI AND NATIONAL j:r
DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. "I, VERT. ON 48" O.C. & AT CORNERS.
#4 RODS
VERT. RO S $HALL BE HOOKED 6" INTO
FOOTING 0 BOTTOM AND 12" INTO SLAB 4i
ALL STRUCTURAL WOOD MEMBERS SHALL HAVE nIE FOLLOWING MIN. DESIGN VALUES: (2)-#5 CON7. HOOKED TURN DOWN SLAB DETAIL 8OLT RUN DETAIL (TYP)
0 TOP. R RORIZ. REINFORCEMENT, USE TIED AT CORNERS
SAW14 LUMBER 9 a. HORIZ. JOWT REINFORCEMENT MIN. 18" 0 GARAGE
Fb = 1120 PSI LAM, VENEER LUMBER :,1. (RT,S,)
Fb = 2,600 PSI 1: N 16- O.C. (MAX.)
Fy - 90 PSI Fy = 285 PSI
FcI = 565-PSI E = 1,900,000 PSI 484 (MAX.) OR
Fo - 1,455 PSI CONSULT ENGINEER 1-20'
E = 1,600,000 PSI BLOCKINQ
20-(W)x 10-(H) CONCRETE FOOTING TURN DOWN SLAB DETAIL BETnEN OUT131=119'
ROOF & WALL SHEATHING SPALL BE 7/16" ORIENTAL STRAND BOARDS (OSB) OR BETTER, REUD.
5PAN RATED.AS SHOWN ON THE DRAWINGS. REINFORCED W/(2)-#5 RODS CONT. 20 BLOCKING 0 SHEATHING JOINT 2x4 OUTMGCKR
EXCEPT 0 GARAGE 4' FROM 0ABLe ENO 4a" Oc /-HURRICANE CUP H-24 CONI. 2x4 SCAB FROM TOP To
L- — — — — — - 7/IB'STRUCTURAL ROOIr SWATHING V_HANGER OR EQUAL 0 48* 0.0. BOTTOM CHORD) TO SERVE AS NAILER
ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACTED WITH MASONRY, CONCRETE TYPICAL FOUNDATION DETAI 2013ARGE RAFTER CONT. FOR X-BRACINQ 0 6' 0.0.
)R SOIL SHALL BE PRESSURE-TRFATED. F PROVIDE CLIP FOR 400 ttv%
I - SHINGLE STRIP BOTTOM CHORD OF COMMON OF LATERAL SHEAR
CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR MH . . 1 1* TRUSsES Q 24' 01-0.
odal BOTTOM CHORD OF GABLE
ff roof FASCIA
TPLICATION. FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM P.r sh..,j 7T 12d NAILS 0 END TRUSS
f_ E0 Ox.
k 4 CING
DIV.- TOP CHOW OF' GABLE ENE) (3) 112d NAILS
ALL METAL CONNECTIONS AND rABRICATIONS SHALL COMPLY WITH A.LS.C, SPECIFICATIONS. (2)-#5 RODS CONT. TRUSS DROP 3-1/2' DOU13LE: TOP PLATE
ASTENING SU64ECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM A-153-80 15-1 1 1
20 SCAB COW, TOP TO MAX
30LID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT, 20 go. 24'Iot9 BOTTOM CHORD 0 8 ft OPENING
INTERIOR STEP DOWN DETAIL FROM GABLE
3RADE OF LUMBER TO BE USED FOR -THE FABRICATION OF SIUD WALLS MAY BE SPF #2 gu"Onmou$
ISTEA0 OF SYP - — — — — — — — — — — — — — — — — — — — - CONT. 2x4 SCAB FROM TOP To 2x4 BLOCKING 0 48" O.C. 13ETWEEN
GAT)R BOLT SOLE PLATE SHALL BE BOTTOM CHOW 0 X-ORACING GABLE ENO TRUSS AND FIRST
ANCHORED TO SLAB W/ 20 SCAB IF VERT %ROVID'ADDTTIONAL 2x4's AT COMMON TRUSS
20 STi DS 1/2"0 BATOR BOLTS SPACED WES 19 NOT PRESENT R_RCAL IF JOHER THAN 48'
IEDULE "B" - MISCELLANEOUS FASTENING SCHEDULE PER $HEET lit . ADDITIONAL TO FORM AN L" SHAPE) BRACE 0 tV O,C,
0 16, (.0._\ EXP. BWS MAY BE N50350, PER 12d NAJLS (Ty�v 130TTOM CHORD OF CONT, 2x4xB'#2 SYP. LATERAL,
fECTION FASTENER NUMBER OR SPACING BX6X1O/IO w.W.F.- SHEAR WALL TABLE ON SHEET #11 X-ORACINO t (3) 12d NAILS ISOMETRIC MEW
GABLE END TRUSS SHOWING LATERAL BRACE TO
IR SOLE PLATE TO STUO, END NAIL 16d COMMON 2 GABLE END TRUSS
TO SOLE PLATE, TOE NAIL 8d COMMON 4 X (*20 TOP PLATE
.E STUDS, FACE NAIL I Od COMMON 24" O�C. -PLATFORM FRAMING-
77;:-Z%,
E TOP PLATES, FACE MAIL -16d OR 3-10d COMMON 51%. 31011 ""'Doom NOTF-1 CONT. 2x4xd #2 VP
-ORACING MAY LATERAL BRACE a 2tCO-C Sf\�(jj
i0d v O.G..
- IOMMON 0. K UNURACED LENOTH OF X 20 STUDS 0 1 d' O.�C. 14fl I I
LATES, LAP ANo INTERSECTIONS FACE MAIL 2 TY NOT EXCEED 10 ft.. IF LENGTH DOES
IUOUS HEADER, 1`110 PIECES 2x4 SLOCKINO 0 4W Ox
16d COMMON 16" D.C. ALONG FA EDGE CONCRETE SLAF) (2)-#5 RODS CONT. EXCEED 10 ft, ADDITIONAL SCAB IS RE0. BETWEEN GA8LE &FIRST TRUSS Lot VkWell �wajije, CAD FILE NAME
CUP 0 48*
OD & PARTICLEBOARD SHEATHING: 20' PROVIDE A MIN. 400 lbo OF SHEAR.
- 7/16"OR GREATER 8d COMMON 6' O,C, EDGES 8,cm Es r- ead, IF U
DRAWING NO.
8" D.C. INTERMEDIATE INTERIOR THICKEN SLAB DETAIL PLATFORM FRAMING
7116" OR GREATER 8d COMMON 6' O,C� EDGES CABLE END DRAYN BY- APPROVED BY..
12" O.C, INTERMEIDLATE Detail "B", Jamb strapping Detail "C", Jamb strappinc
3/4' T&G PLYWOOD 8d COMMON 5' D.C. EDGES 0 Ii:op & Bott. @ top Ic _8 0 t t.. MISC. FOUNDATION DETAI ppwveo By; LJG SHEET NO.
12" D.C. INTERMEDIATE ABRi P,E.
56E 15V16t1F_ WALL TARLES oATF-, LOUIS 0
011-4. ((N,T.S. ly. SCAM' AS NOTED 7�. OF
Kkeo Product Ratings
Effective: March 3, 2002
PRODUCT LINE RATING fnsf) SIZE(in)
M40150—SH +30 -35 53x78
Standard single huncy +�o
a, .3 -35 36x96
M40HP/50HP—SH +50 -60 53;,,63
High performance single hung
+50 -55 53x761/4
+35 -35 53x96
TW—SH +50, -:50 5308
Tilt sash sinule hung
C) +35- 735 53x96
TB—SH -50 53x.96
Tilt thermal break single hung
MP—SH +70 -70 53x78
Impact single hung
W C7
RW HP +35 -35 127x6l
High performance horizontal slider
RW XHP +55 -55 74x5l
Extra high performance horizontal slider +45 45 112x63
M2/3/4/5 SGD +35 -35.- 4068 panels
Standard slidingg. lass door +30 -30 3080 panels
2"Sill
M2/3/4/5 PIP SGD +45 -45 4080 panels'
High performance sliding glass door
2-1/2"Sill
jV12131415 XHP SGD +55 -55 5080 panels
Extra high performance sliding glass door
2-1/2" Sill
5' wide panels not available in M3&5
Revised: 04/04/02
C131 IC RE I C OR I SAS OHRY
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P HINL EIIIJEURE111 -*__ . CAULK SEHInD Vildav FIJI SCREW AUCHM B ALLOVAtILE 5111H StACK TO 01: 1/4'm USE SHINS WHERE$PACE CRFATCO?HAII 1/16'1 FaCS41ij,
r BY OTJICRS SH114 AS REO'D. UEIO
BUCK BY 01HERS 2) Oil)SCREV ItITTALLATI(IN AllfHO993 MST Dr,or SVI'FICICIIT LClQIT It)ACIIIEVC 111"m(JIbEB,,EIIf
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WINDOW I BY%JUDD IDUCK,CMiCnIE SCREV AtICHMS A S LL HUSt IQ:OF SUFFICIEfir
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E 114A IIAX_j�� CAULK BCTWEEII WOOD BUC14 INSTALLATION ANCHOR D ' I S
ANCHOR QUANITITY CHART rXTtRIOR TWO BY rRANING SPACC_ SHCAY11ING L NASONAY OPENING BY 13114ERS III L�UAI)$Hill DOOR HATEA Ab ALUJIIIIUH ALLOly 600
UP 10 70pir FINISH By BUCK Sir OTHERS BY 0111CPS _*P* BCAI "a
CALL 111EAD HBS MCHOR OPENING&U131111 9UCK 4) IIAX ALLO/ABLE SPACING IIC IVCCEN 910 3001 All0lORS AND CIRICRETE SCAEV AUCIOAS IQ Bt Z4.
C.J(AX
R 7_8117-21—1/2 2 2 90 SCREW SHM lNo S (JOSE LAl`CX CAULK OR COU;VALEflil FOR PERRICTER SEAL AROUND ENTERIOR OF DUM BY orcrim
____2M4__T3 CRCV CIYPM) By OTHERS
2030 23 7/11 IS 35 1/2 2 2 2 INSTALLATION LAS REO'D, 6,
Vil DAD %Joan Buck ANCHOR IF EXACT DOOR$IZC IS NOT %I Sjk1,1IR CHARY
a RC III&AhCtitl?DUAPITITY LISTED vjjII tICKI
2038 23 7/a 9. 43 1/2 2 3 ANCHOR N, BEARING SHIM S JDJI1G CLASS 3/16' IA,CONCRETE LAROCR SIZC.FOR THE APPRUL11N1`AI'C'
23 7/a x 51 111 111. 7) PoR Pocay,DOOR SIZES USE CLLIJ$rSI BY P1 MR
OUR FRANC SCRE%i AIJEHOR BY Olt(CRS Uk A
2044 2 2 3 PLACE COKRE7E SCREV AJICIIQFA�114 FRI1111 11"s 112K Sill��N�'A$SIF."UR`RZ'TO"'t...O'E"I"'i
2050 23 7/a Y. 59 112 114'HA 4 JAME
a 2 3 SPACEXJ 81 CLASS TPICKNCSS RAY VARY PCAR RECUIRCHEITTS OF ASIH EI3a4 GLASS CHAP.1sm SINGLE CLAUGG
2 2 It I OVIS IIISULAT JIG GLASS IS;ALSO QUALIFIED,
1/2 4
2060 23 I/o X 71 4
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MO K11 ALL IIATALLATIOR RiCt=l$MISS BE MADE U CDRAUSICIll RESISIAnj iiAICRIA�S
11) kof ALL cGNrl41JRATtQ1iS LISIEDI ARQVC ARE SHUW4 Oil 7111S JIRA�JING kjojJCiZh list I011
2070 23 7/a x 83 1/2 2 2 4 1/4'MA)14 At J"BILL CCRII(As AIJD ALL A114CHEIRS ThqQUGH BILL ARC TO BE SEALCI),VIM A SIIALL,A1111
j_,.,0,HIUN F 111111 SPACE
EnBED El I ALLAT
2424 2 1 19- 1"Lt!gjT���APPLY 70 1111TALLATION[IF ALL C111XIGURATIOns,
27 sys X 35 sp 2 2 2 KJU
J,CD CjjL
2430 P(RJmEIER EXTERIOR EXTFRIQ8 JEjl;% I 1 01 VOVIL THIS PRINT ALSO AFI1L ES 10 HARIC I
2444 9 2 WIR T7 I
2438 27 1/4 X 43 1/2 2 2 3 CAULK TWEI By HARK 4 L HARk I
27 ya X 5) :iz 3 [ITHERS -j %1OCIE) DUCK
2450 27 v4 x 5 is 2 2 3 FIN FRAJjC JAIIB TERIM VIIIISWI By OIICRS
e TCHPCR9D GLAS
2� 7/a 9 71 FIN (TYP,)
By
2460 FRAHE
HEADER D'i ariLERS EXIM INSTALLATION ANCHOR CHART
2470 27 ja A B3 .,,1 2 4
27 7/a x 95 /z P BY OTHERS
2480 1 IN 3/16, DIA. CONCRETE RIO SUNS e EA.
-M 31 ?,(a X A PERRICICR CAULK PERIHEICR CAULK 1 1/4' HINI 1110 SCREWS
2 0 31 0'J'S X 351/2 2 SECTION 2 BY 11THCRS BY OTHERS CALL OVERALL !
83 2 R a FRA14E HEAD SCREW IN FRAHE SILL JAHO & HOW S-mlp
2a3fJ 3 i)u X 43 is 2 2 3 BY MERS SIZE SIZE UP To M 46 PSP 61 PSr UP To 46 PSF 61 PSF 46 PSF 61 Psr
2a44 31 7/11 X 51 1/2 EXTERIOR VINDLIV EXI.FINISH TO 713 TO 70
a 2 3 TO 10
2850 31 1/0 9 59 1/7 2 a 3 KIGHT WINDOW BY OTHERS 45 PSr 60 PSF 70 PSr 45?Sr 60 PSF 76 PSF i�_Lsf_L0_E_SF_--yopir-
0 31 Y/d X 71 1/2 2 2 4 WIDTH 5068 XO,OX.XX 60-11116 x 00 3 3 3 3 3 3 6 6
2870 31 7/o X 83 iiz 2 4 SLIDItIG CLASS 1 4 MX &Q60 X0,ax.XX 7R-IL/16 k 80 4 4 4 4 4,]SF 4 PSF 3 S 6
D
71'P'F
4
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TU-4 39 7/a X 2 lit a 2 2 i - X QU 7 3 6—
X 2T 9060 UXU
3030 35 Yin X 35*12 2 2 2 SILL, $100L ROSS)ME) 141-5/8 X GO 7 9 to 7 7 9 3
3038 SMUL12 a ax L & 6
35 T/u x 43 In 2 2 3 by DIHCRS -05. al-SiBe 00 9 11 9 10 1
3044 35,7/0 X 51 1/2 a a 3 FIJI FRANC 0 DOOR LIAX .XXXX (1-1111 *Uri b all b 6 6
SILL RENT 060 0004 KXXX 144-11/16,XmOO 7 9 10 7 7 0 3 6 6
3050 35 ve X 59 sit 2 2 3 12 13 IS 3 6 6
3060 16068 DXXO,XXXX 192-11/16 X 00 10 9 10 le
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S000 RO,ox.XX X-96 —3 _3 _6 6 6
35 7/a X 95 1/2 PERIJICIER a 0 &OSD)(01 ox,XX 72-11/16 96 4 4 4 4 6 6 6
_�/b X 2fvp CAULK DY TERPERED 1-118.Jim INSIALLAIlOtt ANCHOR SoaD XO,OX.XX 96-1016 96 5 5 6 5 5 5 41
3070 35 7/a X a3 /r a 4
1080
19 MiERS ECIUALLY SlLhss tflip.) ENBEDHEnt nag 7 4 6
SPACI ", _-F--Z'— 7 6 6 6
3430 39 710'A 35 1)) 3 3 L, VINBOV 2 1110 SCREW
3438 39 I/a X 43 I/a 3 3 3 It 16"1 AlICIII-INS 45-5/8 X 96 8 7 a 9 6 6 6
3444 39 1/6 X 51 111 3 3 3 0YRI CAULK DMIEEN I'll I I 1, 9 3 6
3450 0 181-5/a ll 96 10 1 5 6
39 X 59 1/2 3 3 3 VOOD FRAHE 1. J5118 —4-1
3,160 39 x 71 1/2 3 3 4 JIWK STRIP 144-11/16 R 96 9 6
93
3470 '10 MI 1.,'16"M9 6 T. 17 i2
39 JJ,&X 03 111 3 3 4 1,
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3830 43 7/0 X 35 is 3 3 IIAX.
3838 43 111, x 43 i/a 3 (TYP,)
3 3 IVO BY fRANIAG 2— SLIDING GLAS
3a44 43 7/a X 51 yyj 3 3 3 M
3850 43 7ju X 59 1/1 3 3 3 BY OTHERS I, SILL SLIDING CLASS
43 Ita X 95 1/1 13 3 5 E1180110IT I DOOR IfOOK S14i� 2
31360 43 va 9 71 1/2 3 3 4
3870 43 7/a X 33 s/s 3 3 4 SHEAn
402T 47 ?Ja x 28 i/A 3 3 SECTION 1 6'NAX.41YP.�
4030 47 7)4 x 37 s/z 3 3 2 11=20. of 07 ERS
4038 47 i/a X 43 siz 3 3 .3 WINDOW FRAtie ItA7ERIALl ALMUNUIJ ALLOY 6061 EHBCDNENI
47 7/o X 51 yj 'j --TIOLq 1
4044 3 3 3 2 98 INSTALLATION ANCHORS MUST BE OF SUFfICiEIIT LTH.10 ELEYA 3-1/4'H It EXT,FINISH
4050 47 71a X 59 A 3 3 3 ACHIEVE 13114. EMBEOMERT OF 11-INTO FRA.1,1140 UEMSER. By OTHERS DXO DOOR SHOWN E�CffRJDR ELEV6 M
4060 47 7jo X 71 :12 3 3 4 . SPACE dS SCREW ANCHORS 6'FROU COMERS&24'D,C. VIEWED FROM EXTERIOR �E:11 I OXXfI, XXXX D01IR sHmIll
3) CAULK BEHIND WIDOW FIN AT JIM &JAXIDS WIN DUCi-SIL PERUCIER CAULK
4070 4-7 I/is 9 63 Ila 3 3 4 ktu.
3 3 5 Ao::ESFV_C CAULK,On AP R B COL.APPLICATION Of OUO-SIL TEIIPCRED GLASS By OTHERS
ST POOVE (I YPI) KINCO LTD.
12 3 3 AD ESIVE CALILK mu C UPLY WITH SEALANT ILLNUFAC7URER'S SE) SILL IN DEB y tim
4430 St Tin X 37 its 3 3 RECOLENDATIO115. 00 140T CAULA SEHIIID FIJI AT VANDMI SILL. Or C(ItICRCIL 12R CAULK JACKSOIVILL�, FLORIDA
3 111.KINGS ROAD SLIDING GLASS
/a 3 3 3 EXTERIOR OF WINDOW BY OTHERS. JAC0011VILLE.FLORIDA 32214 3/16' Dlk CEINICACTE JAHE FRAlit SLIIHNF, 6LASS DOOR W/TWO BY %JliUD DUCK OR FRAIIE
4436 51 T/a x 43 12 3 3 USE LATEX CAJULJ(OR EQUIMENT FOR PERNETER SEAL AROUND VINSTALI.ATION AIICHOR!
4444 51 y/a X 51 DOOR
4450 51 71a X 59 4) KINCO, LTD. S'-"`C
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3 3 3 5) IF EXACT WINDOW SIZE IS NOT LISTED 04 ANCHOR CHJkRT. USE OPENINCi DR I XX OXXO J. XXXX INMALLWflUtt DEIAIJI
4-180 51 7/a x 71 11 3 3 ANCHOR OUAN71TY LISTED W1711 N�Xr WGIR SIZE. TIILC- INSTALLATION CUNCRCIE(IR--
J DETAIL WOOD FRAME OPENING i 10 1. - a JDAIL,
4470 51 1/2 X 85 3 4 6)ULASS TYPE AND 1111CII14ESS IAAY VARY PER IHE REOU1111119HIS 4,,V� [IMIXEM
HASO Ifty OPEIIING 7 ISANUEL ItARTiN9Z
FIN SINGLE HUNG WNDOW P140/50 & 1,140/50HP BY PIIIERS
61 95 3 3 5 OF AM E1300 CLASS CHARTS. 5111CLE GLAZIII0 13 SHOWN. SCALE,
it"01"Effil MANUEL HART IFIEZ 1;1�t jj.! JDAIIJ 11/06/01 WERIOR EIIVATint CIVIL
INSULATING CLASS IS ALSO(ILIALIF)EI)
A
7) FACTORY PUNCHED HOLES IN FIN M.10 DO NOT REOVLRE I REV.Ltllt�'
'D, it"Ic1rup'" CIVIL N T.r OX, XO, XX DOOR SliCh/N FL.REG.to 471132
INSTALATION SCREEIS. INSIMATION ANCHOAS ME ONLY REQ
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471132 30101-1 L(
2 BY WOOD BUCK 010 x 11/4' MINIMUM EMBEDMENI OR
. /@ 3/16' PFH TAPCUNS WITH 1 WIS SRL E INSWID IDLY AT LVIDS MEMO 81 A 01 U
4.563'— 1112' hK EMBEDMENT (TIP) OWN l(H imf ff ME KIM Iff EVI OF CAVI OR OWN
(2) PER HEAD JAMB 19 11.IS 0S IN 13 KVIS, R15 mil IS milkl(l)IN
IN 6AP MAX, 6.91111RI AKA VKK IH[MIT mD Ili A&la lisioto i(I
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