Laurel Way 1476 - s14dw D l m From Flij rox.A=
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DATE
01/17/02
0
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IFT EFI[
AR
-� ®ulu�atlra a
_C9 ofMiantic Reach
Tl~is ep�rovri a aemp _ea with applicable
toning, subdivision and other 166401 -1-
development regulations, but does not constitute
approval far Issuance of permits. Compliance moo.
with Fbrlda ft8uildino Code and all other applicable 11WW
local, State and IF I permlttino requirements
must be vedlied by ' naturo of the of Abantle
Beach Building O' I prior#b a=of a
Swirling POM&
Ap OVed�y: , o n FERSFECTIVE 'AGE
Mir.
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13UILE) SET QQ E
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12'01/2" _ 9, 1 % 8.. 2-10" 5'-4"�c—----6-6"
4'-61/2"
16-71/2"
r
14 7170-1177777-'7
€_..' FLAT CEILING- SLOPED CEILING`
r Ek t,c C+ter wxase. '
SLOPED CEILING '4:12 I N
_ T _ WATER 50FTENER LOOP f f�� i P ATH 4:12
LAUNDRY
I I �'•1t"x S' i o
tt
p I I 4'-5° - �'-6 v2° 1'-3' 1'a' cG� ET ;MAST R 13ATH
5'-11"x 8'-4" p ' 9'-3"x 8'- -3'6'° __ _ n c`\l
FLAT CEILING-So
'
I r.
FLAT CEILING-8'
1-111/2 ! s
(:N I I GARAGE I I o
3'-10"
I I 21-2 x 20-4 to'
CEILING
I _ CATHEDRAL CEILING
4:12
KITCHEN 1 4
MASTER [3pRM
o I I 11'-T x 12_3.. f/ I 15'-11" x 11'-7"
-4
N N
17-8 1/2" I 2'2" 3'S„ 6 5„ A'-01/2"i 4-4" 2`-8"_ V J
FLAT CEILING- _
Q 8'D" I11 FLAT CEILING- Q
`r FLAT CEILING-8'
FOYER 1 4
2-31/2" f I� H 0„ Pot C�
t r,
4 ; 5-3rt x 7
SLOPED CE1LI
PITCH 4:12
CATHEDRAL CEILING
LIVING AKEA I PITCH 6:12 7"
1219 5q f CATHEDRAL CEILING
,� I 2, 4:12 PITCH I
IL
INNING 10 �I
11,-5" x 10'-4" SCREENED
LANAI W/15'
KNEEWALL
NOTEv:
G � E-5 O - - LQCATIO)'N
PETE MINED AT FLAN REVIEW
-1" - 2'-0" -4" GARAGE DOOR OPENER
�
2'-31/2' 9'61/2" 1 -�---- —�- - LaQ1 FLANPAGE— -- 8'-2' 6'4' 2'-8
DUILP SET _ SCALE: 1/4" = 1 FOOT
- -- 54 0" ---- - - DATE:
2-0" 4'$112" -5'-4" ---5'43" 14'-4" 5'-9112" ---- 10-7"
01/17/02
3-11" 1'-9" 7-4"
tC7
zz
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to N
STUDY 9 ATTIC
13'-11"x 7-8" 5'-1" x 7-8"
N DEPKOOM I `�
10-7"x 10'41" 1
2'-0"
'-7
a
2 13116'
o
4 �s� �_ 6'-8" ---5`-91/2" 4
LU
C9
17-81/2" WINDOW 5CHEDULE
N NUM ER QTY SIZE DESCRI TION GO REMARKS
in 5'8" 3-10" <4 WOO 1 4040 FIXED GLA55 36- " LA55 6LOCK
OPEN P ELOW N W01 7 3060 SINGLE HUNG MARK 50 WHITE _ T
STUDY N - - - �n J'-5„X 12'-3'4 W02 1 5468 MULLED UNIT 3068 STEEL 6-PANEL W/2 51DEL1GHT5 rcm E
W03 1 u 8030 FIXED GLA55 FIXED GLA55 5PECIAL SHAPE
W04 1 1 3030 SINGLE HUNG
W05 5 3050 SINGLE HUNG MARK 50 WHITE
( BATH --
9 i
9-1"x 5'-0"
CAL-CS FOR- 34 I'e7 2-
4'-1 1/2"4'-11/2"
LIVING AREA
5215o[ ft 12'-0„ _ �_- _5-3112"
oz
9 Z -
2-3112"-
L21'-61/2"
DOOR SCHEDULE
NUMFR QTY S ZE DESCR PTl N COD REMARKS
p 1 16070 GARAGE 4-PANEL a�..., ' - - T
D01 1 2868 EXT.HINGED:�5LA55 15-LITE FRENCH-STEEL 4
D02 1 2868 5X PANEL DOOR PH WI _ 6- PANEL INTERIOR
3 1 2065 rOCKET 6 PANEL DOOR RH -6-- ANEL INFERIOR POCKET W
004 _ - 3 868 POCKET 6 PANEL DOOR RH 6-PANEL INFERIOR OCKET
4 P05 2066 5IX PANEL DOOR PH WI 6- PANEL INTERIOR
D06 1 2666 EXT.6-PANEL 6-PANEL STEEL-D UBLE 6 R -�
007 1 2668 EXT.5IX PANEL DOOR RFI WI 6- ANE_L INTERIOR
DOS 3 2666 51X PANEL DOOR PH W1 6- PANEL INFERIOR
009 1 2668 POCKET 5IX PANEL DOOR PH WI 6-PANEL INTERIOR POCKET
2-3112`- 27-5" 9'-3112" ����
13UILP SET SECOND FLOOR PLAN
I f-i Co Labilel W o�l
D AT ff:
0'1/17/02
CN
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CEILNG
CEILING STUDY ATTIC VAULTED VAULTED C)
t= cEILIrIG
CEILING (N
DEPROOM <Ts
in 12 W IS
5 — m
- - - - - - - - - - -
- - - - - - - - - - - - - - - - - - -
11
"7- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -9
1 2!
Lu � Q
8'FLAT CEILING I I 10'FLAT I I ATTIC
OPEN BELOW CATHEDRAL
STUDY
CATHEDRAL I '&'FLAT'GbLJrG III 11
CEILNG
BATH !
I12 (vr, 7t - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - --
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
C�
FLAT CEILING-6'
LIVING AREA <
521 5q ft - oz
r - - - - - - - - - - - - - - - - - --
FLAT CEJLI� 'G-8-
tII II II I II II
CA CATHEDRAL CEILING
5LOPED GEILING
'- _ - - - - - - - - - -I- - - - - -
- - - - - - - - - - - - - - - - - - - - - PITCH 6:12 PITCH 4:12
I 11 II
C�s
II 11 II II II
CATHEDRAL
II II II
CEILING
4:12 PITCH
11 II II II II
II II II 1 II If f
II II II II II
— — — — — — — - --
ROOF FLAN FAGS
DUILD SET 5CALE: 1/4" = 1 FOOT
MI-7b L-ouf,-e-( wa�
DATE:
01/'17/02
M
0
WArf.R�OFTENU LOOS' PATH L
LAUNDRY> T-I ET
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KITCHEN 01 Dt,5965A MASTER 13PP\M
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LIVING AREA 093
7z zlo
1219 5(q -ft s
00
PINING SCREENED
LANAI Wllb"
wP KNEEWALL
wr
FIRST FLOOR ELECTRICAL PAGE
13UILP SET SCALE/ 1/4 = 1 FOOT
DATE:
01117102
O
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STUDY ATTIC
0 \
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rY 13EDROOM
to
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STUDY _ " —� ....... --
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LIVING AREA
521 5a ft
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SECOND FLOOR ELECTRICAL PAGE
13UILD SET SCALE: 1/4" = 1 FOOT 5A
FRONT ELEVATION DATE:
5CALE: 1/4" = 1 FOOT
01/17/02
N
N
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00
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RIGHT ELEVATION DATE
SCALE: 1/4'' = 1 FOOT 01/17102
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PAGE
13UILD SET
DATE:
REAR ELEVATION
01/17/02
SC/1 LE: 1/4" - 1 FOOT
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DATE:
LEFT ELEVATION 01/17/02
SCALE: 1/4" - 1 FOOT ,
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DUILD SET
—21'-61/2° - 32'-51/2"
- - - - - - - - - - - - - - - - - - -- - - - - - - F
17-0" 4'-61/2" I I I I I
GARAGE -- 4" LOWER
455 5a,F1 -
4
N I I I I pa ;st"6 �.�G STEP UP
TOTAL SLAD AREA
(f P PP 1356 5a ft
I ( f `1fxn- moreownarl Cine
I I 5'-81/2"
L T—
__. �209
I I I I I I 5'-�FI/2" 4
' :
-01
PORCH I I
':j' (4" I I r/' .,I
I LOWER) 1 I r I I v Ia
i i ( LANAI
i (4„
LOWER) I i
1.41 ft
ft
FLOOR, OUTLET IMPORTANT NT TO GET
I ' LOCATION FRO 5 FERI ENPENT
5 x el-01
` t..
R -- - - - - - _.v-. - .-- - - -- - - - - - - .- .ri-- - - - - - - - - - - - - - - -
FOUNDATION FLAN
NOTE: SCALE: 1/4" = 1 FOOT
UNLESS RULED OTFIERWIS BY THE SOIL ENGINEER OR CONSTRUCTION
PROFESSIONAL THAT IS FAM, IAR WITH THE HISTORY OF THE SPECIFIC CONSTRUCTION
SITE, THE UNDERSIGNED ENG NEER RECOMMENDS THAT AT LEAST TWO (2) 25 ft. DEEP
SOIL BORINGS BE PERFOR ED AT THE CONSTRUCTION SITE FOR THE PURPOSE
OF EVALUATING THE DEE SOIL CONDITION AND TO INSURE THAT THE SOIL
DOES NOT CONTAIN POCK TS OF UNSUITABLE SOIL (LE, ORGANIC SAIL,
UNCONSOLIDATED CLAY, ETC.) THAT MAY CAUSE FUTURE DETRIMENTAL
STRUCTURAL SETTLEMENT,
HOWEVER, 6 ft. DEEP SON BORINGS SHOULD BE PERFORMED TO ESTABLISH
THE DEPTH OF SOIL EXCA AT10N AND BACKFILL. NUMBER OF BORINGS SHALL
BE RECOMMENDED BY TH SOIL ENGINEER.
IF NO DEEP SOIL BORING NVESTIGATION IS PERFORMED (I.E. 25 ft. DEEP SOIL
BORINGS) THEN THE UNDSIGNED ENGINEER ASSUMES THE FOLLOWING:
THE UNDERSIGNED (I.E. ENGINEER) HAS NO KNOWLEDGE OF ANY SUBSURFACE - �-
SOIL CONDITION REPORT; THUS, ALL FOOTINGS ARE DESIGNED AS SHALLOW LOT 1j RMVEN ?6 RASISE CAD FILE NAME
FOOTINGS BEARING ON S IL THAT POSSESSES A MAXIMUM BEARING PRESSURE J}TU N-rl G f&c-f)CJA , 1~L
OF 2000 PSF. IF CONTR CTOR FOUND ANY DIFFERING CONDITIONS EITHER DRAWING NO,
THROUGH SOIL REPORT R SOIL REMOVAL, THEN ENGINEER OR UNDERSIGNED
SHALL BE NOTIFIED AND OSSIBLE FOOTING DESIGN REVISIONS BRAWN UY: — APPQQVEO BY., /
(I.E. MAT FOUNDATION Q PILE FOUNDATION) MAY HAVE TO BE IMPLEMENTED APP90VEo vi LJG '�^ SHEET No.
PRIOR TO COMMENCING TH FOOTINGS WORK. * DATE: 'L/2�j/pZ LQU15 GABRIEL ',F{'E. /�
4i. SCALE: As NUTEn Z.`Lam,lOZ► +✓OF
I N rle L-CLune� Vgwl - -
4
MATH
'...w. ..-_ __ `NATE OFT l NER t_OO
ffz _
AUNpf;Y
CLOSET MASTER PATH
GARAGE
t -
I KITCHEN ,- MAS-rER i3pRMOA
I
r•"
I
FOYEFk\
' FORCH' `
LIVING -
DINING
SCREENED
LANAI W/10"
KNEEWALL
AD �L j
TABLE FOR SHEAR WALLS FRAMING ADDITIONAL NOTES:
(GROUND FLOOR) 1) FOR LOCATIONS CLOUDED AS INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE
THE SHEAR WALLS TABLE WAS ESTABLISHE6 ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE BOLTED PER DETAIL "B" ON SHEET # '"I".•. .
NOTED IN THE TABLE: 2) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SHALL
A WOOD SHEATINO TO STUDS NAILING SHALL BE 8d COMMON NAILS. BE BOLTED PER DETAIL "E' CN SHEET
B) GYP. BOARD TO STUDS NAILING SHALL BE 5d & Bd CALLER NAILS FOR 1/2" & 5/8" THICK BOARD
RESPECTIVELY. 3) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN
C) SOLE PLATE-CONCRETE SLAB ANCHORS SHALL BE 1/2'0x 10' LONG "J-BOLTS" (A307 STEEL) FOR EXTERIOR WALLS SCHEDULE "A" ON SHEET I i3. STRAPPING WILL BE ADEQUATE TO RESIST SHEAR FORCES
OR 1/2"0 x 7" ADHESIVE ANCHOR BOLTS FOR INTERIOR WALLS. ACTING SIMULTANEOUSLY WITH UPLIFT FORCES.
4) THE ALLOWABLE SHEAR VALUES OUTLINED BY SBC-91 FOR BOTH EXTERIOR & INTERIOR WALLS
REQ'D. SINGLE•OR SHEATHING TO STUDS FLOOR TO FLOOR HAVE BEEN REDUCED BY 189 TO ACCOMODATE THE USE OF J2 SPF GRADE OF LUMBER FOR
DESIGNATION SHEATHING DOUBlE SHEATHING NAIL SPACING ANCHOR SPACING CWALL ONNECT STUDSTTo TOPSO THE PLATESASH EA PAT SHEAR WALL UPLIFT CAPACITHOLDDOWNSMETAL
ANDS TO THAT
STUDS OF
FLOOR ABOVE OR BELOW HAVE BEEN REDUCED BY 187.. FOR THE SAME REASON MENTIONED
7/16" OSB SINGLE 6" / 12" 60" O.C. ABOVE.
(BLOCKED)
5) FOR LOCATIONS CLOUDED AS 2 , INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE STRAPPED
pB
7/16" OSB SINGLE 4" / 12" 60" O.C.
AT TOP & BOTTOM AS SHOWN ON DETAIL "A" ON SHEET N � �•
(BLOCKED)
G) LOCATIONS CLOUDED As�� SHOLL 66 SrRRPP�:� ��K�6YFl1L "c" aF
.a
Loll- A M 3)-3)EN P r.tA.)%`sis CAD FILE NAME ~
A' Ln M T(C- L7 O I/ `-L- DRAWING NO.
DRAVN BY:
APpf7gyEq 9y:
� / v
Appoom gv: LJG SHEET NO.
DATEa L� z_ Jc�z_ LOUIS GABRIEL P.E.
SCALEt AS NOrrO -2-1.2- 01-- , OF
i
STUDY ATTIC
DEPROOM
''
P/71►1FOSF•-•
AGO Flee s���� OPEN I3ELO
STUDY
F-DATHL_�__Ji -
�.�.-
TABLE FOR SHEAR WALLS FRAMING
(SECOND FLOOR)
THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE
NOTED IN THE TABLE
lb + AWOOD ShIEA1TNG TO STUDS NAILING SHAM. BE 8d COMMON NAILS.
B� GYP. 800 RD TO STUDS N°AfUNG SHALL BE 5d do fid COLLER NAILS FOR 1/2" & 5/8" THICK BOAR
livmn i RESPEC'111/ELY OR 1-1/4" TYPE S OR W. #8 SCREWS FOR EITHER BOARD THICKNESS,
j O/M IVNVI
)NINI4
YL"t- Qkltat for REQ'D. SINGLE OR SHEATHING TO STUDS
SPACING
DESIGNATION SHEATHING DOUBLE SHEATHING NAIL SPG
.
1s �c 0 '7/16" OSB SINGLE s / 12"
HO Od (BLOCKED) .
66
' 0 7/16' OSR SINGLE 4" / 12"
(BLOCKED)
P ✓ 1 I i�
N 11A
ADDITIONAL NOTES:
1) FOR LOCATIONS CLOUDED AS C6). USI= (ONE) MQ�E, NO. LsTR 8% ;'SIMpSOlJ", FLOOR
3 MID
TO FLOOR TENSION TIE. ' _
2) FOR LOCATIONS CLOUDED AS (D.
USE (TWO)M01EL 00• LST fl B 34."'31(4 SO11�, FLOOR
TO FLOOR TENSION TIE
FUV9�W9Vw Osolo a I i 3) ALL EXTERIOR WALL OPENINGS ON SECOND FLOOR, WHERE WALLS ARE A CONTINUATION
OF GROUND FLOOR WALLS, MAY BE BOLTED PER DETAIL "F" ON SHEET # IS .
Fuva l
-- 4) FLOOR TO FLOOR STRAPPING FOR UPLIFT SHALL BE MOMEL. MO- CS2a• " SIMPSOM"
L I ' ' SPACED ON 32" O.C. ® BOTTOM ANS ALS0 (1PPLI E-D D TOP PER DETAIL "p" ON NEKT
tt54LeT WHERE: SECOND FLOOR WALLS ARE SUPPORTED BY FLOOR GIRDERS AND ARE 10 A CONTINUATION
U p 11,, p� �p OF FIRST FLOOR WALLS. EXTERIOR WALL OPENINGS MAY BE STRAPPED PER DETAIL "K" ON N Cn"T SN EGET
S��['�,- ��d� C 0 htT^nu.D� C1(r'^'� � 1 p��
iz whuA 5 raeG cm 4o'#O.G or A4 d ko w-n v,, 6"
T�I ,dieeL R
Lo B T i HIWEN IM I LU CAD El%_F NAME
DRAWNG N0.
DRAWN Irv: APPRUVED 07: &(��
.
APPROWD 9v, LJG `` 5HEE7 NO.
DAA —Z/oZ_ LOUIS GASRI � P.E.
SCAM AS NOTED / .�,a � :. OF
IL-Il� lire, wal __
** ROOF TRU`_
RUSS ROOF TRUSS
DESIGN CRITERIA SCHEDULE "C, Headers per sheet p•11 r
oof per she
s Per shae1S11
LIVE LOADS: RECOMMENDED STUD SIZES AND SPACING _
ROOF 20S/sq. ft. WALL PLATE HEIGHT STUD WE SPACING e.• n CS`$,SI(YLOSpjJ FLOOR........................... .............................................................405/sq. It. 8'-0' THRU 9'-10" 2x4WIND;LOADS:WINDVFLOCITY (PER SBC-1997 EDITION)...........•......................100 M.P.H. 10'-0"THRU 14'-0" 2x9 16"
SEJSMIC LOAD (PER SBC-1997 EDITION)...........•,.,.EFFECTIVE PEAK ACCELERATION, AO<O.QS 2Q ga.EFFECTIVE PEAT( VELOCITY,AV<0,05 14'-•1' THRU 18'-6" 2x6 18" rGENERAL STRUCTURAL NOTES: twis
19'-0" THRU 22'--0" 2x8 12 „ ) TINIXI5 LSTAZ'{
1) IT IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL 2x1D 12" NRIfV WI CIO�Iddx Illy STUDS 11
RE UIREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF 1/2"d GATOR BOLT SIM44G►!•
CO STRUCTION AND OCCUPANCY. ALL CONTRACTORS $HALL DO THEIR WORK IN CONFORMANCE *** THE PLATE HEIGHT REPRESENTS THE VERTICAL PER SHE ET y O�. UAL
WITH ALL APPLICABLE CODES AND REGULATIONS. IF HORIZ. CONT SPAN LENGTH of THE OFUD.
IF HORIZ CONTINOUS BRACE CAPABLE OF 7RANSFERING a n
2) THE CONTRACTOR SHALL VERIFY ALL.CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR LATERAL LOADS TO SHEAR WALLS DOES EXIST, LS�A3�, SI►Y1srjN A 1D"
THEY HE SCHEDULE SHOWN ABOVE DOES NOT 5-RA?
TO COMMENCING WORK. 1 4 GATOR HOLT
3) Ci iNTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS,
AN LES, PLATES, OPENINGS, SLEEVES, HANGERS, SLABS DEPRESSIONS AND PITCHES AS MAY SCHEDULE "D"
BE REQUIRED BY ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS. FRAMING SCHEDULE FOR OPENINGS SPA-L BE AS FOLLOWS FOR ALL LOAD BEARING WALLS
4) Tk ESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR (EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS) I `
RE IRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. OPENING WIDTH W FEET ':`•'••� `•' '` 1, % i' `•.'':•• +''•'r l.TT1�►`$1m 0u,
5) L DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED 7O BE TYPICAL AND UP TO 3'-D' 3' 1'THRU 6'-0" 8'^1'THRU 1Q'-O" '.4r" Y�� `y +r•
SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK (2)� � NF}«li9
EXCEPT WHERE,A DIFFERENT DETAIL IS SHOWN. LINTEL* (3)-2x8'D (3)-211 O's (3)-2X12's SUPPORT GIRDER HOLDUurM
6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS WERE DESIGNED JAMB ** USE TWO(2)STUDS OF THE SAt1E SIZE AS THESE OF THE WALL BONG CONSIDERED EXTERIOR WALL OPENINGSW
CONCRETE SLAB
EXTERIOR WALL OPENINGS,, STRAPPING ® TOP & BOTTOM EXCEPT AT
FOR A 2000 PSF SOIL BEARING CAPACITY. CONTRACTOR SHALL REPORT ANY DIFFERING *q TWO ((2) PLATES WITH A 1/2' PLYWOOD FILLER MAY BE USED INSTEAD OF K GARAGE DOOR & OTHER LOCATIONS SHOWN CONCRETE
CO DITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK. THE THREE (3) PLATES MENTIONED ABOVE. STRAPPING ® TOP & BOTTOM ON SHEET #11 OF THE DRAWINGS
7) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND **A STUDS SHALL BE CONTINUOUS FROM TOP PLATES TO SOLE PLATES.
SE ENCS TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING t••�,�_r ' t • ''
t.. •+•'+A.�I v.4 y1. .i•:•fir, "I :i Y.i• 'Y. .5•• ,Y. 1•
ER CTION.
CO STRUCTION NOTES: ROOF TRUSS NOT ROOF TRUSS Detail "B" Jamb strapping
PREENGINEERED ROOF TRUSSES P P 9
DON�RETE: sh1GWN FOR GLAwTY� �.�3 @ top & B o t t,
1) PL CAST IN PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN. OF 3000 PSI ������ TOP PLATES QATAR NUT
COMP ESSIVE STRENGTH AT 28 DAYS. SLABS ON CRADE MAY BE CONSTRUCTED W/2500 PSI CONCRETE. ����
.y� M 3•x 3" " Detail "C Jamb strapping
2) F TINGS SHALL BEAR BELOW DIS URQED &ORGANIC SOIL AND UPON EITHER THE SURFICIAL. SOIL OR UPON �� `��_.� GATOR WASHER r N
STRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR MAXIMUM ������ .��.� 5P}1,"SIM�541r,p/a1L u ` N`T,�'�� @ top & Bott.
DRY DENSITY (ASTM D1557) FOR A DEPTH OF AT LEAST ONE FOOT(1 fL) BELOW 714E BOTTOM OF THE FOOTING. ��i i _ I(ID)1Ad HURRICANE STRAPPING PER
W• iA 32" 0. x I l/1
3) BEARING MATERAIL: THE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOIILS SCI). "A' ON SHEET y�7�
V441CH WILL REQUIREO PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL. THE BEARING (<n' l l
LEVEL SOILy, AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 95A OF THE MODIFIED �� �� ((N.T.S')/
PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) r�fir
4)JA
NFORCING STEEL SMALL BE ASTM A-615 CRAOE 60 STEEL CONFORMING TO ACI 301, 1/2"m GATOR BOLT
315, ACI318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS. PER SHEET �)y1/2"W GATOR DOLT
5) CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE " PER SHEET p12
SPLICED A MIN. Of, 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER UNLESS (S j A3G,51(YL�tOfJ
0 'ERWISE NOTED. SPACE 0 32" CkC.
(MAX.)
6) Ti E MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 in. MIN.'FOR RONFORCEMENT, "� GATOR COUPLER
FOOTINGS (TO MAIN REINFORCEMENT)....................3 inches
SLAB ON GRADE.......................................................CENTERED
7) H RIZOWAL BEAM AND FOOTING BARS SHALL BE BENT 1'-0'AROUND CORNERS OR Y _ TOP PLATE _
CO NER BARS WITH 2'-0' LAP SHALL BE PROVIDED. OF WALLS
SHOE PLATE � RIM JOIST OR ITIEAM
8) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC, NECESSARY TO SUPPORT - J
REINFORCING STEEL, SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES
SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL, SUPPORT ABEAM OR
IFTT R 9) ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR GIRDER PER SHEET #I'L
DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED EXTERIOR WALL OPENING"T, F
OTHERWISE ON THE STRUCTURAL DRAWINGS. /
1z"a GATOR BOLT su
DETAIL [] STRAPPING e TDP & sOTTOh� H I USELS�,A3C."slhtes
()J.T.SJ oMlsT�ep
10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS I -- —
PER SHEET P1 L
'FOR CONCRETE" AGI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL. CONCRETE
FOR BUILDINGS" ACI 301. STUD TO STUD STRAPPING GATOR COUPLER
MASONRY (N.T.S.) CORNER DETAIL POST STRAPPING TOP
1/240 GATOR BOLTS SPACED I 1/2"0 GATOR BOLTS SPACED I
EXPANSION JOWL (1,T,S,) 1
1) CONCRETE MASONRY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-BEARING CONCRETE PER SHEET lj jlL ADDITIONAL STUD WALL PER SHEET SIZ ADDITIONAL REr,ESS SLAB 3/4"x 10' WIDE i
MASONRY UNITS, TYPE i, GRADE N-1, NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH Exp• BOLTS MAY BE NEEDED PER I EXP. BOLTS MAY BE NEEDED PER I AT GARAGE DOOR - 6"x 6'" OR 4"x 4" POST
OF 2000 PSI F ' m 1500 P51 ). S4 RODS CONT. SHEAR WALL TABU ON SHEET )F 1\ EPDXY GROUT GATOR BOLT SYSTEM USE A Bt) ,''sll+� So��
( SHEAR WALL TABLE ON SHEET II, 4" CONG. SLAB W/6x6x10/10 W.W.F. GX6x10/10 W.W.F. r' I' POST
2) MORTAR SHALL CONFORM TO ASTM 0270 AND BE OF TYPE M OR S I • INSTALLATION INSTRUCTIONS AraGt1W(L
`••-�'-' �'' r I STUD WALL I +)"�- r----4 j'` 1)DETERMINE THE $1TARTING POINT AND MARK EITHER THE 1 ' -
3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SHALL BE GALVANIZED TRUSS-TYPE WITH — "• '•" DRILL 6" INTO CONCRETE
h +''' FORM BOARD BOLT LOCATIONS PRIOR TO CONCRETE POUR ;:' x•:
r z ••'•1'• . �I' IF"J-BDLTS"ARE USED OR BOLT LOCATIONS DIRECTLY
6 in. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX. 16 In. O.C.. I �- 11
6%6x10/10 W.W.F. y K'�.,. ON THE HARDENED CONCRETE IF EPDXY ANCHOR BOLTS
6 MIL V.B. OVER CLEAN, I ARS USED. POST STRAPPING Q BOTTOM
WOOD FRAMING WELL COMPACTED TREATED FILL r y•=;� •• (2)-55 CONT. HOOKED CONCRETE FOOTING
!•; r I & TIED AT CORNERS 2)CORNER LOCARONIS SHALL BE PER DETAIL'L'ON THIS (N.T.S,)
jY •-12"- MIN. 1$" SHEEr.
1) ALL WOOD FRAMING SHALL BE SYP #2 AND INSTALLED PER AITC AND TPI AND NATIONAL x S4 RODS VERT. ON 48" D.C. d( A7 CORNERS. IWA
DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. 'N " •; , • ,_VERT. RODS SHALL sE HOOKED 8 INTO I 3)INSTALL COUPLERS,WASHERSSHE a NUTS YMERE RFAUIURD PAST STRAPPINGA
FOOTINGS 0 BOTTOM AND 12' INTO SLAB y+"i•'i= (2)-S5 CONT. HOOKED I TURN DOWN SLAB DETAIL PER DETAIL"J• ON THIS SHEET AND PER IaANUFAC7URER'S —
2) STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN, DESIGN VALUES: 0 TOP, FQR HORIx. REINFORCEMENT, USir I a• A. BOLT RUN DETAIL (TYP� T+fLOUMRNDAnoN6,
.� & TIED AT CORNERS (NTSJ TOP & BOTTOM
p .�•��;
SAWN LUMBER LAM. VENEER LUMBER � � � •`L 9 go, HORIZ, JOINT REINFORCEMENT � MIN. 19" I ® GARAGE � (N.T.S.)
Fb . 1120 PSI Fb a 2,600 PSI 1` — ON 16' O.C: (MAX.) I
Fv• - 90 PSI Fv = 285 PSI .••'. ?•.r•�)• mm
Fcl a 565 PSI E - 1,900,000 PSI ** a 48" (MAX.) OR a•w� — I I--20-•-� I
FG = 1,455 PSI CONSULT ENGINEER ;�:•.,.,;•, •:,,-
E a 1,e00,000 P51 TURN DOWN SLAB DETAIL I *1RA
O REO'D.
3 ROOF & WALL SHEATHING SHALL BE 7/16' ORIENTAL STRAND BOARDS OSB OR BETTER, 20"(W)x 10"(H) CONCRETE FOOTING I ourmaceHs
/ ( ) 2Xq BLACKING SHEATHING JOINT
SPAN RATER AS SHOWN ON THE DRAWINGS, REINFORCED W/(2)-y5 RODS CONT. I EXCEPT ® GARAGE I a^FROM GABLE END CANE CLIP H-z.5
CONT 2x4 SCAB FROM TOP TQ
U-HANGERUAL 0 48"O.0
_ 7/16' STflUCNRAI ROOF SHEATFiINp BOTTOM CHORD TO SERVE AS NAILER
4) ALL WOOD MEMBERS EXPOSED 70 WEATHER DR IN CONTACTED WITH MASONRY, CONCRETE TYPICAL FOUNDATION DETAIL ~ — � � � x4 BARGE RAFTER CONT FOR XwBHACING W 8' O.c � PROM
CLIP FOR 400 Abs.
OR SOIL SHALL BE PRESSURE-TREATED. sxsxl0/10 W.W.F. LIF LATERAL SHEAR
5) CONTRACTOR $HALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH sNINOLE STRIP BOTTOM CHORD OF COMMON
� T( : t ! TRU55R5 d 24' O.C.
APPLICATION, FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM •'�: ._L_ FASCIA sorrDM CHORD DF CABLE
A-153-80. _ ,. I 12d NAILS®a"O.G '°b END TRUSS
SCHEDULE A I 2x4 x-BRACING ^�• y . aD 6'-Q'OGTOP CHORD OF GABLE END (3) 12d NAILS
6)ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.LS-C. SPECIFICATIONS. (2}-S5 RODS DONT. TRUSS DROP 3-I/2' DOUBLE TOP PLATE
FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED'GALVANIZED 70 ASTM A--153-80. F(OOF TRUSSES STRAPPING SCHEDULE TO TOP PLATEOF BEARING WALLS (PRE-•ENGINEERED FRAMING) 16'_ 2xa SCAB CONY•TOp TO Az_ I
7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. BOTTOM CHORD 0 e i1,
TRUSS No. OI I OPEwra4
8) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE R UPLIFT TRUSS 7O TOP INTERIOR STEP DOWN DETAIL FROM CABLE SPF ) TOP PLATES TO FOOTINGS ---- --— — — --- — — — — — -- •— ------ •--• -- --- — -
IN�TEAD OF SYP 52, DESIGNATION (Ids) PLATE OR 70 SIU[) CONT. 2x4 SCAB FROM TOP TO
GATOR BOLT SOLE PLATE SHALL BE I BOTTOM CHORD 0 X-BRACING 2x4 9L0CIKING 0 48"O.C. BETWEEN
ALL TRUSS ENDS ANCHORED TO SLAB W 2x4 SCAO IF VERT I I (PROVIDE ADDITIONAL 2x4's AT CABLE ENID TRUSS AND FIRST
/ COMMON 11RUSS
EXCEPT ONES 0-520 PRODUCT CODE HCPLR 1/2"1 GATOR EEL75 SPACED AS 2x4 STUDS 1 2"o GA70R BOLTS SPACED WED IS NOT PRESENT VERTICAL A HIGHER niE1i 48" r -
OUTLINED BELOW "SEMCO'STRAP SHOYgT ON SHEET Y)Z. / I I 70 FORM AN"L•SHAPE)
SCHLDUL.E "B" -- MISCELLANEOUS FASTENING SCHEDULE �1s• Q.C. PER SHEET 112- . ADDITIONAL I c1)NT. 2x4xe'y2 SYP, LATERAL •
EXP. BOLTS MAY BE NEEDED PER (3)12d NAILS(TYP) I BRACE 0 7Lj•O.C.
CONN CTION FASTENER NUMBER OR SPACING L►r� 6x6x1O/10 W.W.F. SHEAR WALL TABLE ON SHEET SII AT X-BRACING BOTTOM CHORD OF 3 ISOMETRIC VIEW
521--820 (2)PRODUDT CODE HCPLR 1/2"M GATOR BOLLS SPACED AS CABLE END TRUSS ( ) 12d NAILS SHOWING LATERAL BRACE: To
TOP 0 SOLE PLATE TO STUD, END NAIL I6d COMMON 2 seucv TWSTED STRW MOM ON 5REET its
_ GABLE END TRUSS
STUD 0 SOLE PLATE, TOE NAIL 8d COMMON 4 ,� _ ,?. •.• L� (2)-2x4 TOP PLATE
DD"'BL STUDS,FACE NAIL 10d COMMON 24" O.C. k k. '' s,- :,• ,' {�'f r coN7. zx4.a'12 SYP -PLATFORM FRAMING-
00"81.
TOP PLATES, FACE NAIL 10d COMMON 16" O.C. = ' ••4<; .. .S,a,TTu JLATERAL BRACE 4 •2y 0.F 2x4 STUDS 0 16"O.0 <NTS)
TOP P TES, LAP AND INTERSECTIONS FACE NAIL - 2�-16d OR 3-10d COMMON La +L r ti.+- . �:d+• EI' - —
CON•TI UOUS HEADERI TWO PIECES I6d COMMON 16'O.C, ALONG EA. EDGE C HOP12(SINGLE PLY)OR (CNE)1/2".M CATCH DOLT LOCATED'MnIN _ +•''' 2x4 BLOCKING w za•O.0 _
_ 821-1915 HDPTp(DOUBLE PLY) 6"OF CFNTERUNE rF TRUSS REAPoNG I �•(2)-15 RODS CONT. BETWEEN CABLE&FIRST TRUSS �(� CAD FIL_ PIAME
NAILED W/(I6)ad I I
CLIP 0 40" QC.. CLIP MUST LOT 1 1 H il�D i'� H ILLS
PLYWO G & PARTICLFBOAAO SHEATHING: CONnftx( AILS 20""--•^1 PROVIDE A MW. 400 Abs OF SHEAR q /� •
ROOF - 7/16" OR GREATER _ 8d COMMON 8" Q.C. EDGES & I /I NT I G E F 1 G / F L•,
8" O.C. INTERMEDIATE (2)SGP3•SEMCO•NAILED TO (AVD)1/2•e CA1DR BOLTS nWADED INTO INTERIOR THICKEN SLAB DETAIL PLATFORM FRAMING,� DRAWN(! NO.
WALL - 1/16" OR GREATER 1916-•4600 TRUSS W(14)-1pd COMMON ([TWO)SCP3"SFMCO•14ODOOMS
NAILS EACH&DOL1ED'10 TOP GABLE END
8d COMMON 6" 0-C. EDGES & • PLATES W I/tu GATOi BUIS HOTS (N.7-10 DRAWN BY; APPROVED BY;
12"O.C. INTERMEDIATw / UNt317ACED LENGTH OF X-•BRACING MAY
MISC. FOUNDATION DETAILS G NOT EXCEED 10 fL. IF LENOT)I DOES APPROVED BY: LJG CCSHEET hO.
FLOOR •- 3/4"7JCG PLYWOOD 8d CON41pN 6' D.C. EDGES & r SEE TRUSS ENCWEERWQ 8Y" A(PIn1E FOR TRUSS DESIGNATION EXCEED 10 it., ADDITIONAL.SCAB IS REQ'D.
12' O.C. INTERMEDIATE (LJTS.7 DATE; Z/O L LOUIS GABRIEL P.E.
_ 'F 51 Z ALL TAgLgS OF S_ FIEE7S_(II4 (L
S-1 AS NOTED Z��•S�DZ_. '7F