Laurel Way 1479 ^
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APPROVED
OF ATLANTIC BEACH
10
0"ECEI AV
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ach
Plannini and Zoning Department
ty Of Atlantic Be
This approval veriffes compliance wfth applicable
zoning, subdivision and other local :and
development regulations, but does not wnstltuie
approval for the Issuance of permits. CornpIli nee
Mkeo Code and all other applic
deral permitting requilrem t4/
["OF r 11- (Pu 69MV ,Pev GE
Beach Building Official Prior to the Issuaince f a
` Y [ _
Building Permit.
131L�[)
===~.===~.,===',===.====`'===..,====,===`====`,===�'====.`===`===,.�===,,========`========`,==�`====.==='^�===�,=======`.===,`
(52'-0" PATE:
1/2" 6-4 1/2" ------ 111-15 1/2" 19'-3 1/2" 5'-5" +-4 112" 51mlO"
0-2)/02/02
�Ym.5 1!2" 12-11112" 1/2"
(N
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F ART I rJON5 TO GO TO CEUM�-
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(32'-0"
FLOOR FLAN PAGE
13UILI) SET SCALE: 1/4" 1 FOOT
PATE:
40-111/2"
0-3/02/02
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23'
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SECONP FLOOR PLAN FAGE
13UILP 5ET SCALE: 1/4" 1 FOOT 5A
PATE:
0,'V02/02
F
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THIS ROOF 15 TO DE PITCHEP AT 7:12 —VAULTEDGEILIW�l
PITCH.
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PATE:
03/02/02
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DATE:
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05/02/02
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NOTE:
-------
UNLESS RULED OTHERWISE BY THE SOIL ENGINEER OR CONSTR_
ClON PROFESSIONAL THAT IS FAMILIAR YM WITH HE HISTORY OF THE SPECIFIC CONSTRUCTION
THE
SITETHE UNDERSIGNED ENGINEER RECOMMENDS THAT AT LEAST TWO ( 25 ft. DEEP
SOI ,
BORINGS BE PERFORMED AT THE CONSTRUCTION SITE FOR THE PURPOSE
F EVALUATING VALUAllNQ THE DEEP SOIL CONDITION AND TO INSURE THAT THE SOIL
DOES NOT CONTAIN POCKETS OF UNSUITABLE SOIL (I.E. ORGANIC SOIL,
UNSOL|OATEO CLAY, ETC') THAT MAY CAUSE FUTURE DETRIMENTAL
STRUCTURAL SETTLEMENT.
HOWEVER � ft DEEP SOIL BORINGS SHOULD BE PERFORMED TO ESTABLISH
THE DEPTH
OF' 80L EXCAVATION AND BACKFILL. NUMBER OF BORINGS SHALL �
BE RECOMMENDED BY THE SOIL ENGINEER.
IF NO DEEP SOIL BORING INVESTIGATION IS PERFORMED E' 25 ft. DEEP 80L
BORINGS) THEN THE UNDERSIGNED ENGIN
EER ASSUMES THE FOLLOWING: { _
E UNDERSIGNED r— ENGINEER) HAS NO KNOWLEDGE OF ANY SUBSURFACE �
""\L " D|TlON RET: THUS, ALL FOOTINGS ARE DESIGNED AS SHALLOW �
SOIL ^"", REPORT;FOOTINGS BEARING ON SOIL THAT POSSESSES /\ MAXIMUMMAXIMUMBEARING PRESSURE
-- TFOUND ANY DIFFERING CONDITIONS EITHERHER
(]F ZOOO P�F F CONTRACTOR OM ,
DRAWNG NO.
THROUGH S0' |REPORT OR SOIL REMOVAL,k4OVAL, THEN ENGINEER OR UNDERSIGNED �
SHALL BE N-- RE0 AND POSSIBLE FOOTING DES|QN REVISIONS !
I.E. MATDRAW SY:
FOUNDATION OR P|LE FOUNDATION) MAY HAVE �� BE IMPLEMENTED /
,R|OR To c{�K�K�ENQ|NQ WITH FOOTINGS WORK. . LOUIS GABR^� . ~.
' 3cAly- AS NOTED
10A TABLE, FOR SHEAR WALLS FRAMING
(GROUND FLOOR)
U)� THE SHEAR WALLS TABLE WAS ESTABLISHEt ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE
NOTED IN THE TABLE:
A & 5/8' THICK BOARD
3� WOODI SHEATING To STUDS NAILING SHALL BE 8d COMMON NAILS.
E GYP. BOARD TO STUDS NAILING SHALL BE 5d & 6d COLLER NAILS FOR 1/2
RESPECTIVELY.
C) SOLE PLATE-CONCRETE SLAB ANCHORS SHALL BE 1/2�Ox '10" LONG *J-BOLIS' (A307 STEEL) FOR EXTERIOR WALLS
OR 1/2"0 x 7' ADHESIVE ANCHOR BOLTS FOR INTERIOR WALLS.
REQ'D. SINGLE-OR SHEATHING TO STUDS FLOOR TO FLOOR
DESIGNATION SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR SPACING
7/16" OSB SINGLE 6" / 12" 60* O.C.
(BLOCKED)
0A
(g) 7/16" OSB SINGLE 4- / 12- 60* O.C.
(BLOCKED)
c 7/16- OSS SINGLE 3" / 12" 36" O.C.
(BLOCKED)
CA )
NAIL PANEL EDGES ONTO DOU13LE STUDS.
ADD EXP. BOLTS TO GATOR BOLTS TO ACHIEVE REQUIRED BOLT SPACING
ry ADDITIONAL NOTES:
z'
1) FOR LOCATIONS CLOUDED AS INDICATE LOCATIONS WERE HEADER BEAM SHALL 13E
(D.
]IF HOLTIED PER DUAIL "B" ON SHEET # 12.
TIONED ABOVE SHALL
2) ALL EXTERIOR WALL OPENINGS OTHER THAN ITHOSE MEN
BE BULTED PER DETAIL "E7 ON SHEET # t?_
3) ROOFF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON
SCHEIDULE "A* ON SHEET,j 10 . STRAPPING WILL BE ADEQUATE TO RESIST SHEAR FORCES
INN ER 5OFTENER ACTINIG SIMULTANEOUSLY WITH UPLIFT FORCES.
OR WALLS
4) THE ALLOWABLE.�HEAR VALUES OUTLINED BY SOC-91 FOR 130TH EXTERIOR & INTERI
HAVE BEEN REDUCED BY 15% TO ACCOMODATE THE USE OF #2 SPF GRADE OF LUMBER FOR
WALL CONSTRUCTION. ALSO THE ALLOWABLE UIPLIFT CAPACITY OF ALL METAL STPAPPINGS THAT
CONNIECT STUDS TO TOP PLATES. SHOE PLATE, SHEAR WALL HOLDDOWNS AND TO STUDS OF
VE OR BELOW HAVE BEEN REDUCED BY 18% FOR THE SAME REASON MEN IFIONED
FLOOFR ABO
ABOVIE.
5� FOR ILOCA71ONS CLOUDED AS INDIOATIE LOCATIONS WERe WOOD POSTS SHALL BE MAPPED
AT Top & BOTTOM AS SHOWN ON DETAIL -A-' ON SHEET #17,
tOtDA-TIONS CLOU'DEt AS (a> SViALL 9E <.TgAFf&b ?cc OF swer#ll.
m YL I
6' ies 0-141Yi -ro 6e
ExIIII/4,, L5L
\53
3 (0A
-�s etayj F100c p6v" C�fst Roof -S6_0� w A 0
SCHEDULE $' A"
ROOFF TRUSSES STRAPPING SCHEDULE TO 16 PLATE
OF BEARING WALLS (PRE-EENGINEERED FR�MING)
TRUSS No. OR UP'LiFT TRUSS TO TOP
DESICNATION (lbs) PLATE OR TO STUD TOP PLATES TO FOo-nNGS
ALL �RUSS ENOS
EXCEPT ONES (3-
1?4f.sat� CLIP3 1/2"d GATOS 8OLTS SPACED AS
OUTUNED BELQW SHOWN ON SHEET 4,
-Q5 rl'i
r
/2-0 GATOR 13OLTS SPACED AS
SHOWN ON S EET #
P M
-rwnue ni,, Tis, �Ot� L4 WJJA%"%.. woj�&p A.C. NO.
(2314VS za "s%_mfsu4" (ONE) 1/2*0 13XTOR BOLT LOCATED WITHIN
%4 too* 5ACH WAILM W/ct'4) 6" OF CENTEOLINE OF TRUSS BEARINQ
x 01-L4 fim DRAVANG 140.
ORAN OY- APPROVED BY,
;;PROvEo n LJG
OATE: 14 (6 LOUIS 0A I P.E. SHEET
SCALE: AS NOTED 10-t- 10 OF
ku�\t�A W c�y
SFE TRUSS ENGINEERING By Alf mE"' Faq TRUSS MsirNATION.
TABLE FOR SHEAR WALLS FRAMING
(SECOND FLOOR)
7HE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING cRITERIA'UNLESS OTHERWISE
NOTED IN THE TABLE-
JA TING TO STUDS NAILING SHALL 13E 8d COMMON NAILS. FOR 1/2' & 5/8" THICK BOAF
0?EN PELMi WOOD SHEA & 6d COLLER NAILS
GYP. BOARD TO STUDS NAILING SHALL BE 5d
RESPECTIVELY OR 1-1/4" TYPE S OR W, #6 SCREWS FOR EITHER BOARD THICKNESS.
OFEN 13ELOW REQ'D. SINGLE OR SHEATHING TO STUDS
DESIGNATION SHEATHING DOUBLE SHEATHING NAIL SPACING
SINGLE 6-
7/16* OSB
Vj ,,,HA�WM1ZAJL W/13ALUOTER5 (EILOCKED) :
7/16' OSS SINGLE 4- 12
(BLOCKED)
ADOMONAL NOTES:
1) FOR LOCA' TIONS CLOUDED AS USE (ONE) M0J)F_L No. 1336,"SIMPS013', FLOOR
TO FLOOR TENSION TIE.
svmt 412, 2) FOR LOCATIONS CLOUDED AS USE (TWO)MO'b6t NO- FLOOR
TO FLOOR TENSION TIE.
BATH CLOSET 3) ALL EXTERIOR WALL OPENINGS ON SECOND FLOOR, YMERE WALLS ARE A CONTINUATION
Ax)
OF GROUND FLOOR WALLS, MAY BE BOLTED PER DETAIL -F- ON SHEET #
4) FLOOR TO FLOOR STRAPPING FOR UPLIFT SHALL BE rA0bEL MO- C5-10' "51mpso""
SPACED ON 32" OC. 0 BOTTOM A�j�D A LS 0 (1 P P L I E Z a IrOP PER DETAIL 'D* ON IJCXT'
AND ARE N9_T A CONTINUATION
7-7— 4-44CEI YMERE SECOND FLOOR WALLS ARE SUPPORTED BY FLOOR GIRDERS DETAIL *K' ON nex-ir SKST
OF FIRST FLOOR WALLS. EXTERIOR WALL OPENINGS MAY HE STRAPPED PER
TABLE 16(D6.1.4
NQ sCHEoULE
1211-01 WIND-BORNE DEBRIS PROTECT ION FASTENI
FOR WOOD STRucirunAL PANELS
2
FASTENER sPACIN(n(In.)l
FASTENER.
ft 2 tt-4 Panel 8 fan
TyP91 8 an 4 ft<Panel SPan 6 ft<Panel Span
Panel spah!555 2 P1 g 0 ft
ft 2 tt p Ml
4 IL
16 12
2,1/2 96 Wood Screw 3 16 16 12
2 It2#8 WOOd Screws3 16 16 4 3.
Double-fleaded NaiIS4 12 6 1
I inc"5.4 mm I foot-305 mm
Notes: m wind speed of 130 Mph(58 frys)and mean roof height of 33 feet 0 0 m)Of Ies
1. This table is based on a Maximu anvi.
minimum wit
2. Fasteners shall be installed at opposing ends of the wood structural P ng vibration-resistant anchors thaving a hdrawal capac-
3. Where screws are attached to inasOnrY or masonry/stucco,they shall be attached usi
ity of 490 lb(2 ISO kN). 12d box double-headed nails.
4.'Nails shall be 10d common or
r
OF BUILDING
FLORIDA BUILDING GO
LMW AKEA +
14MM fe C Rti%wk� F�P, -L-br
to C(5WdtC-. S fto -�' (00"
96L^1 J-h a P(" ;! I
tj;4,)r-S k"t-_&V
N,- tt L
................
----------
Lj
WAT LOX
e-e- 0
Foy- cofywr eD Lt7 I,,
L4 [+�16, P&P-4jc_ A.0. N 0.
FE-0j] Aba� �t
ORAWN By, DRAWING NO,
APPROwo BY. LJG APPROVED By.
LOUIS ABR P,E, SHEET NO,
SCAU. AS NOTED OF
Wa-Y
_Liv- Loada
Roof-------20 #1sq. Ft., Floor---..--40 #/Sq. Ft. ROOF TRU ROOF USS---\A GARAGE DOOR HEADER
SCHEDULE �'C" (TYPI)
S
2. wind Loado RECOMMENDED SVD SIZES AND SPACING A --
TOP PLATES
Three Second Oust Wind VelocitY Per 2001-FBIC— GTRAP
ZE SPACING a
-120 MPH ALL PLATE HEIG�T STUD SI
I (importance Factor) -1.0, wind Exposure" 15" 'A
GCpj= (+)or(-)0.1.8 ( Enclosed Building) . at-0" THRU W-io., 2x4 180
X
3. components & Cladding Design pressures: 10'-Oo THRU 14'�O' 2,15 16' X
Roof (Anywhere)= 50-1 Psf(Suction) 1 23.7 Psf(Pressure) L'ST A'6 6,
wall (Anywhere)= 34.7 p8f(suction), 25.9 psf(pressure) 14'-1* THRU 18.�6. 2x8 160 (3) CONTINUOUS STUDS
RAL STRUCTURAL NOTES: 19'-0' THRU 22'�O" 2x8 120
S THE INTENT OF THE ENGINEER THAT THIS WORK HE IN CONFORMANCE WITH ALL 2Y.10 12' 1/2'0 GATOR BOLT STRAPPINO 0
JIREMENTS OF 'THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF HEIGHT REPRESENTS THE VERTICAL V PER SHEET TOP
31RUCTION AN- OCCUPANCY. ALL CONTRACTORS SHALL 90 THEIR WORK IN CONFORMANCE THE PL� ps (N.T.S.)
UNINTERR PIED SPAN LENGTH 05 THI� STUD.
ALL APPLICABLE CODES AND REGULATIONS, IF HORIZ. CONTINOUS BRACE CAPABLE OF TRANSFERING
PHI
CONTRAGrOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR LATERAL OADS TO SHEAR WALLS DOFS EXIST, THREE 63) STUDS
THEN THE SCHEDULE SHOWN ABOVE OES NOT CONTIN OUS(rAiq,)
:OMMENCING WORK. APPLY.
TRACTOR SHALL SUPPLY, LOCATE AND BUILD IWO THE WORK ALL INSERTS, ANCHORS. I) I --k :
ES. PLATES, OPENINGS, SLEEVES, HANGERS, SLABS DEPRESSIONS AND PITCHES AS MAY SCHEDULE D
7OUIRED BY ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS.
FRAMING SCHEDULE R OPENINGS SHALL BE AS FOLLO IS FOR ALL LOAD BMNO WALLS
(EXCEPT AS OTH WISE NOTED ON THE DRAWIN,S) X
3E DOCUMENTS ARE 'THE PROPERTY OF THE ENCI�UIR AND MAY NOT BE USED OR ;IN
A
ODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. ANCHORAGE TO SLAB 0
OPENIqG WIDTH.IN FEET BOTTOM
U 10,-0*
DETAILS AND SECTIONS SHOWN ON THE DRAWINGS-ARE INTENDED TO BE TYPICAL AND
UO TO S-O' S-I' THRU 6 V 61-11 THIR
OF CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK
�T` WHERE A DIFFERENT DETAIL IS SHOWN, L'ITEI (3�-2xws -(3)-2X1O'5 (3)-2X12'a ;UPPORT GIRDER EXTERIOR WALL OPENINGS^E POST STRAPPING
,URFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS WERE DESIGNED EA USE Two 2)STUDS OF THE SAME SIZE AS I iESE OF THE WA HONG MSID(nD STRAPPING 0 TOP & BOTTOM EXCEPT AT TOP & BOTTOM
% 2000 PSF SOIL BEARING CAPACITY. CONTRACTOR SHALL REPORT ANY DIFFERING TWO (2) PLATES WITH A 1/24 PLYWOOD FILLER MAY BE USED INSTEAD OF EXTERIOR WALL OPENINGS GARAGE DOOR & OTHER LOCATIONS SHOWN DOOR JAMB <N,T,S.)
ITIONIS TO THE DESIGNER PRIOR TO COMMENCING WORK, THE THREE (3)-PLATES MENTIONED ABOVE. STRAPPING 0 TOP & BOTTOM ON SHEET #10 OF THE DRAWNGS ANCHORAGE 0 TOP BOTTOM RIM JOIS
THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND (N.TX,) (N,T,S.) T OR BEAM
STUDS SHALQ BE CONTINUOUS FROM TOP PLATES 'TO SOLE PLATES. <N.T.S,) IF
-NCE TO INSURE THE SAFETY OF THE BUILD ING AND IT'S COMPONENT PARTS DURING
ION. X
X
TRUCTION NOTES: ROOP TRUSS NOT ROOF TRUSS PR
'TE; SHOM F
OR CLARITY EENGINEERED ROOF TRUSSES
�\, -,rl
1�1 11 TO GATOR NUT
AST IN PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN. OF 3000 PSI P PLATES
SIVE STRENGTH AT 28 DAYS. SLABS ON GRADE MAY BE CONSTRUCTED W/2500 PSI CONCRETE.
!GS SHALL BEAR BELOW DISTURBED A ORGANIC SOIL AND UPON EITHER THE SURFICIAL SOIL OR UPON GATOR WASHER J\
'URAL FILL COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR MAXIMUM sTRAPs POST STRAPPING 0 TOP
kjSiTY (ASTM D 1557) FOR A DEPTH OF AT LEAST ONE FOOT (I fQ BELOW THE BOTTOM OF` THE FOOTING. 5 HURRICANE STRAPPINO PER
No MATERAIL: THE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE: SANDY SOILS� a .32" O.C. SCH. -A!' ON SHEET #10 TOP PLATE
OF WALLS
0
WILL REQUIRED PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL. THE BEARIN
SOILS, AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 957. OF THE MODIFIED 6"X 6" OR 4"X 44 POST
)R MAXIMUM DRY DENSITY (ASTM D1557)
GATOR BOLT
IRCING STEEL SHALL BE ASTM A-615 GRADE 60 STEEL CONFORMING TO ACT 301, —1/2-0 #6 SU,"s I MPSOP"s P 0 cr
5, ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITION% PER SHEET #11 1/2"id GATOR 13OLT
)NTINUOUS VERTICAL MO HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE PER SHEET #I I DRILL 6' INTO CONCRETE
LICED A MIN. OF 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER UNLESS
ISE NOTED. SPACE 0 32* O.C. POST STRAPPINQ-@ BOTTOM
(MAX.) Bit
N. CONCRETE COVER FOR FOOTINGS SHALL BE 3 in. MIN. FOR REINFORCEMENT. .3 — (N.T�S,)
TINGS (TO MAIN REINFORCEMENT)—-.................3 Inches GATOR COUPLER
3 ON GRADE.......................................................CENTERED '7114e u CORNER DETAIL POST STRAPPINGi
NIAL BEAM AND FOOTING 13ARS SHALL 13E SENT V-O" AROUND CORNERS OR
PARS WITH ?'-0" LAP SHALL BE PROVIDED. TOP & BOTTOM
SHOF: PLATE �dl t3 A CO?-X lAr, (N.T.S.)
TOPP'ATE
OF WA LS
CTOR SHALL PROVIDE SPACERS, CHARS, BOLSTERS, ETC. NECESSARY TO SUPPORT 5-LJ A-L L,
CING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES
AVE ENDS WHICH ARE PLASTIO TIPPED OR STAINLESS STEEL. r vrr 10
SUPPORT BEAM OR
'M A
T li 10
NFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR GIRDER PER SIHEET /j 10
RE*ORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED EXTERIOR WALL OPENING
SE ON Th;E STRUCTURAL DRAWINGS.
STRAPPING 0 TOP & BOTTOM 1/2"0 OATOR BOLT
)NCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS DETAIL rD (N.T.S,5 PER SHEET #I I GATOR BOLT SYSTEM
'ICRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE INSTALLATION INSTRUCTIONS
-OINGS" ACI 301. STUD TO STUD STRAPPI�10 OATOR COUPLER
(N.T.S.) 1 DETERMINE THE STARTING POINT AND� MARK EITHER THE
1/'"0 GATOR BOLIS SPACED I EXPANSION JOINT Ser- -rfp. FDOwbo-now FORM BOARD BOLT LOCA11ONS PRIOR, TO CONCRETE POUR
1/2'0 GATOR BOLTS SPACED P E'�': %, IF "J-BOLTS" ARE USED OR BOLT LOCATIONS DIRECTLY
.TE MASONRY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-BEARING CONCRETE PER SHEET #1111 . ADDITIONAL STUD WALL SHEET #11 , ADDITIONAL RECESS SLAB 3/4*x 10* NOE O� 'fldI5 SlIfSl ON 7HE HARDENED CONCRETF IF FPOIXY ANCHOR BOLTS
'N ;,.-w�k, , , 6 , .".. j F.01 j I
UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN, COMPRESSIVE STRENGTH EXP. BOLTS MAY BE NEEDED PERI #4 ROOS CON EXT. BOLTS MAY BE NEEDED PER AT GARAGE DOOR ?,.,PC elvl'.,.. 4m.
PSI ( f I M - 1500 PSI ). SHAR WAIL TABLE ON SW17ET 910 EPDXY,GROU" 4z
SHEAR WALL TABLE ON SHEET #10 -4" CONC. SLAB W/Ay.ftIO/10 W.%Yl�
2) CORNER LOCATIONS SHALL, BE PKR DETAIL "L" ON,THIS
IiHALL CONFORM Tf' AQT!A C270 AND BF OF TYPE M OR
STUD WALL SHEET.
,%L Mk�JNRY JuAiL,.NEINI-ORCEMENT SHALL BE GALVANIZED TRUS$-TYPE WITH
AT AL'. SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX. 18 In, 0,C,, J� .3) INSTALL COUPLERS, WASHERS & NUTS MiERE REQUIRED
SX600/10 W.W.F. PER DETAIL ud" ON THIS SHEET AND PER MANUFACTIURER'S
MIL V.8. OVER CLEAN,
�MING ELL COMPACTED TREATED FILL '7 CONCRETE FOOTI RECOMMENDATIONS.
W
)0 FRAMING SHALL BE SYP #2 AND INSTALLED PER AITC AND TPI AND NATIONAL #4 RODS VERT. ON 48" O.C. & AT CORNERS.
3PECIFICATIONS FOR WOOD CONSTRUCTION. KED 6' INT0
VERT.
FOOTINGS 0 BOTTOM AND 12" INTO SLAB cliz
0 - BOLT RUN DETAIL (TYP)
UCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: -----7 Effli;ffll - I =. --- " , ", (2)-#S CONT. HOOKED TURN DOWN SLAB DETAIL
0 TOP. F)R HORIZ. REINFORCEMENT USE
& TIED AT CORNERS
MIN. 18'
MIN LUMBER LAM. VENEER LUMBER 9 Ia. HORIZ. JOINT REINFORC*EMENT 0 GARAGE (N-T-S,)
AX.)
1120 PSI Fb = 2,600 PSI N 161, D.C. (M
90 PSI Fy - 285 PSI
565.PSI E - 1,900,000 PSI 48* (MAX) OR
'Al.
= 1,455 PSI CONSULI
= 1,600,000 PSI BL=ING
WALL SHEATHING SHALL BE 7/16" ORIENTAL STRAND BOARDS (OSB) OR BETTER, 20'(W)x 10"(H) CONCRETE FOOTIN TURN DOWN SLAB DETAIL 2X4 BLOCKINO 0 SH5ATHINO JOINT 2x4 OUTRIOGER BETWEEN OUTRIGGERS
'ED. AS SHOWN ON THE DRAWINGS. REINFORCED W/(2)-#5 RODS CON� 4� FROM GABLE ENI) 0 45' 00 —HURPJCANE CLI? H-2.5 CONT, 2x4 SCA13 FROM TOP TO
EXCEPT 0 GARA(3E U-HANCER Oft EQUAL Q 48- Q.0. BOTTOM CHORD TO SERVE AS HAILER
— — — I- — — — — — - 7/16- STRUCTURAL ROOF SHEATHINO 20 13ARGF RAFTER CQNT� FOP.X-BRACINO 0 W O.C.
D MEMBERS EXPOSED TO WEATHER OR IN CONTACTED WITH MASONRY, CONCRETE >I /-PROVIDE CLIP FOR 400 IbS.
SHALL BE PRESSURE-TREATED, TYPICAL 'FOUNDATIO� DETAI� r Gx6AO/10 WW.F. X SHINGLE STRIP BOTTOM CHORD OF COMMON OF LATERAL SHEAR
i- ./-- , ale, TRUSSES 0 24* D.C.
. .:, - - I BOTTOM CHORD OF GABLE
TOR SHALL PROVIDE ALL FASTENING OVACES NECESSARY AND SUITED FOR EACH
FASCIA ENO TRUSS
r sheat
)N, FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM oaf per 12d NAILS 0 W O.C.
X - z�
2x4 X-BACING
98, 0.. TOP CHORD OF GABLE END 12d NAILS
R51EA'FVCQ-, (2)-#5 RODS CONT, TRUSS DROP 3-1/27 DOUBLE TOP PLATE
,L CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.I.S.C. SPECIFICATIONS. $10AP MI I I . I
SUBJECT -TO MOISTURE SHALL BE,HOT-DIPPED GALVANIZED TO ASTM A-153-80, 2P-Ow
2x4 SCAB CORT. TOP TO MAX
OCK ALL JOIST 010 RAFTERS AT POINT OF SUPPORT, BOTTOM CHORD 0 8 fL
20 go, 24'long OPENING
twlsted,strap. INTERIOR STEP DOWN DETAIL FROM GABLE
LUMBER TO HE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF #2. 104ws - — — — — — — — — — — — — — — — — — — — -
F SYP 1/2. Ups CONt 20 SCAB FROM TOP TO 20 BLOCKING 0 48' D.C. 13ETWEEN
SOLE PLATE SHALL HE __----BOTTOM CHORD 0 X-13RACING CABLE END TRUSS AND FIRST
GAT)R BOLT ADDITIONAL 2x4's AT COMMON TRUSS
ANCHORED TO SLAB W1 2x4 SCAS If' VERT IF HIGHER THAN 4W
E 2x4 STk US 1/2-0 GATOR BOLTS SPACED WEB IS NOT PRESENT TO FORM AN "L4 SHAPE) CONT. 2x4x8'#2 SYP. LATERAL
"B" - MISCELLANEOUS FASTENING SCHEDUL GdATCR IMI 0 16' (.C. PER SHEET #11 . ADDITIONAL BIRACZ 0 1,1-O.C.
EXP. BOLTS MAY BE NEEDED PER 12d NAILS (Tfy BOTTOM CHORD OF ISOMETRIC MEW
FASTENER NUMBER OR SPACING 6X6X1O/1O W.W.F.- SHEAR WALL TABLE ON SHEET #10 X-BRAGINO GABLE END TRUSS (3) 12d NAILS
PLATE TO STUD, ENO NAIL 10d COMMON 2 SHO)NING LATERAL BRACE TO
PLATE, TOE NAIL 8d COMMON GABLE END TRUSS
4 1111LDDO" (2)-20 TOP PLATE
FACE NAIL 10d COMMON -PLATFORM FRAMING-
24" O�C,
T�V CONT'. Z�AxB' #2 SYP <N.T�S.)
NOTE., LATERAL BRACE 0?,t�O.C. 2x4 STVQ3 0 W* 0,'C.
UNEIRACED LENGTH OF X-BRACING MAY
AP AND INTERSECTIONS FACE NAIL - -10d COMMON s
ILATES, fACE NAIL 10d COMMON 16" D.C.
2-16d OR 3 o NOT EXCEEO Ia ft,. IF LENGTH DOES 2x4 BLOMNO 0 48W' O.C.
CAD FILE NAME
EADER, TWO PIECES 16d COMMON 16" O.C, ALONG EA. EDGE CONCRETE SLAB t 4 (2)-05 RODS CONT. EXCEED 10 ft. ADDITIONAL SCAB 13 REQ'D. BETWEEN CABLE &FIRST TRUSS Lot 4 HiJAG" "ist.
Cog(IM CUP 0 4W O-C,. CUP MUST
\RTICLESCARD SHgjT LINg. 31 1 . 204 PROVIDE A MIN, 400 Ib3 OF SHEAR.
-61RF�T7'R
I OR E 8d COMMON 6' O�C, EDGES DRAWING NO.
INTITRIOR THIC ATFORM FRAMING^H
8" O.C. INTERMEDIATE KEN SLAB DETAIL PL
OR GREATER 8d COMMON 6' O,C. EDGES &-)k- GABLEEND DRAWN BYI APPROYM El
12' O,C, INTERMEDIATE Detail "13", Jamb strappnq Petail "C", Jamb strappir!g. ; M C61NIDATION DETAI APPROVED Br. LJG
T&G PLYWOOD Bd COMMON 6' O.C, EDGES & @ top Bott. 0 top -Bott.. IS . FO SHE�ET NO.
�6VA(519K WALL TAI11.15S 12' O.C, INTERM5DIATE (N.T,S,) DATE: -4 1 LOUIS GABRI P.E
((N T S, sGALL' AS NOTED I z
((N.T.S.)) 4 0 or
ILArl C( Wy
-------------
Maw Product Ratinv'.s
Effective: Mzrch 3, 2002
PRODUCT LINE RATING(usl) SIZE(in)
TV140150—SH +30 -35 53Y,78
Standard single hung +30 -35 36x96
M4014P/50HP—SIH +50 -60 53x63
High performance single hung +50 -55 53061/4
+35 -35 53x96
TW—SH +50 �50 5308
Tilt sash single hung +35 -35 53x96
TB—SH +50 -50 53x.96
Tilt thermal break single hung
MP—SH +70 -70 53x78
Impact single hung
RW HP +35 -35 127x6l
High performance horizontal slider
RW XHP +55 -55 74x5l
Extra high performanue horizontal slider +45 -45 112x63
M2/3/4/5 SGD +35 -35, 4068 panels
Standard sliding glass door +30 -30 3080 panels
2"Sill
M2/3/4/5 HP SGD +45 -45 4080 panels'
High performance sliding glass door
2-1/2"Sill
jM2/3/4/5 XHP SGD +55 -55 5080 panels
7:11xtra high performance sliding glass door
2-1/2" Sill
5' wide panels not available in M3&5
Revised: 04/04/02
CONCRETE DR JfASGhRY
RE=11 ffil IA�ATIOII AtUCHOR
VDIVOU _L� 11111 BY FqA INC, RS SC k1GOIJ uucv. Allcl�uk OPENING BY 01HCRS COtiCRETE OR MASONRY
I by OltiERS 3/16' DIA. CONCRETE CHBEDIIEW --L. -=7-- 4mu
yflIDDII Fill %J OTH CAULK PEHIIII)VIIII)D%f J`H4 SCRELIJANCHOR OPENPIG BY OTHERS J) SHPI AS ACU'Rilh T 14.S IfT OF DIST LLA11011,AfICHEIRS USIfIr LOAD BEARIIIG 71111-5. IIAX.
ALLL)VAOLC 31 H STACK TO BE IT USC$11 PS VIIERE SPACC CRCA7rn THAU 1/16-IS FRCS04T,
ia----U-T, By OTIERS -CAULK 11CIVECIS VOOD BUCK SHIN AS RE01). BY VtIon 2 0
r. 14AS UNRI CIPCNING Be QIHERS NOR CIAT RJAL�T ALUJ IfiUlt ALLOY 6062
SPACE- SHEATHNG -1 LEAD DUCK BY OTHERS 11) 10 S RCI�BIT ALLAIT4101i AUCHURS IU$r Be OF SUFrICI[jjj�CIIQIT TO ACHICVC Ifla.lfl�rVOEII[
RIn,",III Is
TUO By rRAIIIfIG By,1111irR$ 1-1/4' 14111 -*21 BEA at P110 TUG By WOOD BUCK.CQHCREIC SCREV AIICHCI AT SILL IIUSr he OF SUFFIcirlif
Duel( Be efflifERS EllseDIIENT INSIALLArlDil ANCHOR CAULK YEIVEEN PASSORY LEt,G111 TO ACHIEVC hift EIIIIEDHENT 111`1-1/4'IfITQ IIASTItIRT VIT CWJCREVE.
RIO SCREV (rYP.) IftSTALLAIJOI)ANCHOR
, \1 UpEoLtIG & UMD DUCK 43 IIAX ALLOVA9LE SPACING 11CIVEEN 019 SCR(%/ANCHORS At4j)C011CREIC Stqv A4jCj,0gS 10 BE 44,
010 SIREV CIYP.) BY 13THERS DC,I"'
SHIN AS REOID_ 5) USE LArk,CAULk OR COUIVALE111 FOR PERIIICTER SEAL ARDUIII)EXTERIOR or QUUR Dy(ITI(Efts.
V/ LOAD %�OOD SUCK ANCHOR 6) Ir EXACT DOOR SI?C IS 11131 LISTED IN AIACHQR 1!1007�USE ANCktOR Ouvally LISTEO vifil pq:X7
BrARUJO SHIM SLIDING GLASS--- t 3/16- DIA. COnCREfr LARIIE9 Silt.FaR 1141:APPRUPRIA7C LC31GII PAC33URC REQ 11
DOOR FRAME; 7, rOa PgcrEl-cQak SIZES USE,CLQ$rSf BY PASS flQ3R Sill;& TO F)tit5j,Cprl.,,jG
1/4 4 JAME SCREW ANCMOR BY 01�01 PLACC CONCRCIC SCROJ ANC IORS 114 F912111 OF VOOK STRIP AS 3811%itt.
PAX a) CLASS fIlJCNNrSS HAY VARY PEA REQUIRCHEIIIS af ASIJI E1300&LASS CHARIS,S111CLE CIAZIrr,
ACE IS SHOWil INSULAU140 CLASS IS ALSO OIIALIrIEU.
1,141 MAX 9, JAUD,SILL CCRIW RS AIID ALL ANCHORS IhRNCII SILL ARC 10 be SEALCD VITil A SILAILL JUItIT
SHIli SPAtE SEA)t SEALER.
lift ALL 114STALLATICti AIJCKURS HUS1 DE JIAB�131'C139AUSICUl RESISTAIII IIATCRIAL1
Ell DMENIT' A NOT ALL CINT14URAT11INS LISTED AEUVC ARC SigivIpt Ott IiIISSDRA111"C,IUIqZVCR 114SIALLATIDI
0 T�
Will+ LltIfVJSB10P6(M I,Y I HI ALLATIM)fIr�A CUR
12) U E,ICNd a AS 1'��AF LLL COIXI ATIQ,,S.
EXIIER11111 nin J�Jfj BY LKXMM fIARX 4 L HARK S. 1011L THIS iRlfll ALSO APi JES JU MARit�1,
VIIIEW1017 %jGOD BUCK
By 0111ERS TFItPERED GLASS
Fin FRANC JAIJB EXTERIER rINIS11
DY OTijERS EXI. FINISH INSTALLATION ANCHOR CHART
fly OTHERS
PERIMETER CAULK PERIMETER CAULK 1 1/4 LOT 1110 SCRE� S IN 13/16, DIA. CONCRETE RIO SCREWS 0 EA.
SECTION 2 fly 0111CRS VLRInFTCR CAULK by flikEris 1IC6 CALL OVERALL FRANC H AD SCREv IN FRA14E SILL JAMB a, 1100it: STRIP
By OTHERS SIZE SIZE up to 46 PsP 61 Psr UP TO 46 PSF 61 PSF TP-17 46 PSF --ij_PSr
VJl1DO%/ EXT,0"IM1511 To TO To in III to
KIGHT villbatt BY OTHERS vs Psr 66 PsF 70 psr-ALEIr ca PsF A Psr 1%p3r o.EsF -,y PIL�
__L __ __Sr
V10114 5068 XLI.fix,xx 60-11,116" 00 3 3 3 3 3 3 3 6 6
SLIDING GLASS 6060 X0,13%,XX 72-11/16 It SO 4 4 4 4 -1 4 3 a 6
DOOR FRAME -,,I—S.G,D.VIDIH------------ SHI/lill,MAX. 8060 X01 Ox, xx 96-11/16 4 90 5 3
SPACE W
JJCAU 006 P X __11�_ 6 3 5 3 3 6 6
9 7 6 3 6--
SILL SIDOL )2068 13911 145-5/a 130 7 9 10 7 7 3 6 6
E9TERIM OxD 101-5/0 65 9 1 __14 9 3
D013R :1
By niti;is 1910112 Qx`IU AXXR 7 a
HEICHT 12060 OXXO1 K"XXX 144-11/16.00 7 9 10 7 7 3 6 6
C4. D.C. 14060 Ejxxo, xxxx 19a-111116 9 Go IQ 13 15 9 10 12 1 6 6
MAX. (7YP.) Z0068 OXXD.XXXX 240-11.116 00 13 37 19 11 14 Is 3 6 6
3
5090 Xa,DX. XX 0-11,0 6 3 7— 3 31 3 6 —6 —T-
_F 0 0 60SO YQ OX, XX 7R-11/16 x 96 4 4 4 4 4 4 A 6 IS
I CLASS tTYP.) MUL INSTALLATION ANCHOR 8050 Xii:fix. xx 96-11"16 . 96 5 5 6 5 5 6 6 6
LY EfIBEDMEtat JVB09 wo mg," 9 6 7
VI V 1110 SCREW -6_1I1&jX_ 00
9 a xh !2 9 Z 6 6 6
IlElcvil 6 7 6
JU000 OXII 145-5,18 X 96 8 to 11 7 a 9 6 6 6
CAULK BETVEEN "I a 1 OXG 181-5,18 It 136 10 15 —9 is 6
V1300 FRAME 1. 095 . XXXX r-ft7W-.-W 9 6 _f___-Z 4,--
1.14'MAX MOOK STRIP 12000 ul"XXXII.XXXX 144-11,06.96 7 111 it 7 a 9 6 6 C
SPACE h 16080 OXXI),XXXX 193-11,116 A 9a it 14 17 9 1? 11 6 6 6
TWO We VOSS 20080 So%xxxx 240-11/16 A 96 14 19 2� 12 is IS
08 INSTALLATION
ANCHER SCREV 0 —A. FRAME BY IITKCRS
6'fIAX.
0YP)
TWO BY FRAMIN13 0 SLIDIIICi A6MLAS
DOOR FR
SILL
B Y 0111EAS J SLID1145 GLASS
1 1 DOOR 11OOK STRIP
14— y 2
6-IIAX. 1PI)—j
JIUN I "K S 1EAVIINCI
.UhllfjLRA ALLOY 6063. ELEVAT IOLI 1-114A MIN.
uttsf Of OF SUFFICIE111 LTH. TO FInISH MER11
)F�FIHTO FRAAINO MEMBER, BY 13711-1.3 OXO DOOR SHOWN
6 ROM CORNERS& 2.1-D.C. VIEWED FROM EXTERIOR PERIMETER CAULK CUD, XXXX DOOR SHOWH
AT I IEAD&JA H I Y/ffff 13UD-SIL 7EUPERED GLASS By OTHERS
fit
A/E5 EOL.APPLICATIOn OF DUO-Sit Scl SILL IN BED (I YP.) KINCO LTD
IPLY Willi SEALAIII fAAtlUFACIURER'S OF CONCRETE OR CAULK [1001, STRIP DETAIL
CALRUC OENNO fill AT V1114MV SILL. ,Ltd
Lb I�UIGS ROAD SLIDING CLASS JACKSONVILU. FLOR11DA
TNERS. VILLE.FLORID-3W4 I `�;,.. :TITLE' SLIDU�G GLASS DOOR �I/T�/Q By WOOD Duel( OR FRAME
JAHE -,kF1C, '. ,
SCREV ANChEIR tTIP.) UPENING DX XX 0913 OXXO t XXXX INSIALL01011 DCIAH
AT
-71--0_IDD
Of LISTED IN ANCliOR CHART. USE
JAC9�100 DOOR FRAJIC
1). 3/16' DIA, CONCRETE
1ALEIIF FOR PERP�ETIR SEAL AROUND KINCO, Ll VInSIALLATION AIICHOR
Ifni HTXT LARGER SIZE. TITLE, INSTALLATION DET;X�17 CONCREIC DR—
, I , i OPENING R14
MAY VARV PER THE R(OUIREME11TS FIN SINGLE HUNG WINDOW 1,140/50 1,140/5011P MASONRY UP04ING IIAIIL�EL =fARTJ_11�iiZZ
tR S. SitICLE GLA
DISCIPLIPXI SCALE, W6.lia
CIVIL kJAX007B
74-
,I fin JAI.la Do NOT REQUIRE 11�.
"a RTV L C I �"CEfI I ni- i
At tATion Affolons ARE ONLY REO*D. 4710i
13 Z1110 IS SHOW"' 4AR1 IF1
CIMIFIE0. OX, XO, XX DOOR
SHEET.
—4 7 IW'
2 By WOOD UCK M x 11/4' MINIMUM EMBEDMENT OR
17 3/16' PFH TAPCONS VITH
4.563'---c- 1112' MIN, EMBEDMENT GYP) i ONIIS W11,K Wk[10 KI Al LE9183 RIECIE0 Of A C98?R
OVIN6 W Iml 1�WE UCH IK(0 9 Ulf R OWN
(2) PER HEAD JAMB 10 11.I�MS 1016 KRU 111S3 0113 WOO IN
I/V 6AP MAX. SAIIARE A43 ME IK UNII AND K AIA AE VSIRU 10
A101 VAIER Iff ILIDI&
omm (Insw1no cars)
WRIghl IS 00 1 alff0i IS ml 01
TositIve Not AnDroved 1 116.0
kpliRAQLA�broved I --jj4—J
MATERIALS LIST
I IN In p[SCRIP11UN PARI WHER WIS
all It 20-HEAD AD EV-12 4 7/16'Al 10 8E V090
COWRESSIM VEAMRSIRIP _tffi[&9655 qgog)
EV-10
V000-SIRIKE AR _j 1/4'x 1 211j,At[, luff vwo
Fv-l'l .11/1' x 19/16'
FIX10 1HRESHOLD
101"COIL EV-05 �0 CA SIFF1
81 INTERIOR79 5/16' Sim wIN 26 p(Al 42 40 a allvaFmAW.
MAX EXTERIOR
P9,111211HANI RAM(ORE BASF FOM - 6INS11Y U ig 2.5 lbid
90110H WNEL ry-01 I? F'A SIM (.51 x 1,67g,x un
.11 all V000 IOCK BLOCK EV-63 14. V10F
-07
VMQ SIRIXI STILE IV 111/16'X 15YI6'X 19 5116'Nk. 10 81 V060
v0do NINE[STILE CV-06 111/16,x x 19 5/w KIL,10 OE Y000
IOCK FILLER PLAff EV-09 .050 NICK PLASTIC
I va Hui EV-15 1-091 THU(SIEEL)
V -HIN61 Ag EV-11 I
001) I/V x 4 9/16'HiL, 19 SE 00
110 x 3m,ywo SCREVS 1(4)SCREVS PER Off
110 x 2,FAV.S. (2)SCREVS PER HIKE
11101 WmAm I UP DIM T 11 mu fu"IN —
YW KO In Ygm Le LAahl
1.25, 110 x 3/v mv.s. (2)scus PER HINGE
ig x 2'Fas 2)Af EACH MIKE PLATE
F-
Loa; kYlKS11 BAND 1.0
OAK Wil HIFICAlloNs 11610 jo
0 PAK couNly A091FICAlIgNs Y-3/0 jo
2 BY WOOD PUCK
AH[a PwIl 4 12D RS
lit Will
TAI XW:ENERGY VO
A�HGI SEL POOR
1110 x 11/1' MINIMUM [MMEN1 OR mill
3/16' PFH TAPCONS WITH NNE NIP MR,
I 1/21MIN' EM51011ENI (lyp) III[FfIll 31115-EW
(2) PER HEAD JAMB A SHEET 2 Of 6
DOOR ONFIGURATIONS
-68 3/4 A 9-
MAX 4-MAX
-3-MAX I.... —4-..x INTERIOR
14; :31 MAX -j-MAX Is, I- — . la(l,MAX
A -MAX
M4;A rWAX
114
31 1/4"
r 37 IIQ-MAX
j L
Alt 15, W-M
MAX 29 :11-1 314'
3/4, MAX
MAX 35 V4'
MAX
4 t6
S.(K MAX
0
MAX of-
Z;LMAX
1%MAN
c-
-31 I/a,MAX
4- MAX
---] 4 9116,
MAX MAX
A
14 r MAX
MA� i -I .. I
- -f L-
31-*-j . L-4-MAX 15.P'411 M.X-1 t- MAX
3.MAX 0 SEE GLAZING I)CtAlll
4._Xl-
EXTERIOR
X0 j!5 MAX c) fIQ I'l't6-
X
3t 114'
MAX
alr_ SECTION A—A
15-MAX OTHER COWIGURATIONS
air 4 X INSWING
--, I GLAZING DETAIL
MAX
6-MAJ— 60 �1/4-
37
MAX MAX MAX
MVIN VILLIMS OW
MAX H EXTERIOR GRADE LATEX CAULK
x EVER
LIM$RM MO.rwx 0M
afwzm-HESS Milo,sfa OL 10.11 z
All m'�%rzr?13 VITT"THE ENGINM, L))L 2EVISIN . . 9 WDEll PAIX 5 WR EPTIONS)
MIT: m-ptV 411�--55
ERICR AP'190,a�)As cw-Lyma-Aim THE
SOUTH rl m
AX S(�j-H OATE f0ly
Vx;_ By V SrAl� �l
EW�V; GLASS BI
py— PREMDUR ENTRY SYST MS 31-1020 TE PROO CLEM PREMIJOR WRY SYSIEMS 1-1020-EW-1
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