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10 ' #5-J STONE
LOT #-7 OCEAN BREEZE COURT
PARKING AREA 0
AS RECORDED IN PLAT BOOK- 46,
PAOE!5 51-51A OF THE PUBLIC RECORDS
OF DUVAL GOUNTY, FLORIDA.
FILE COPY
drawn by
Site, Plon Notes JMB
E
E date
1. This is not o surve, 0
Y. 0 MAY 15,2006
2. Pool Design ond lo6cition shown Q)
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ore only suggested. 4 V--/' job no.
VVA 05-115
3. Londsc-oping design by others.
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Sheet no.
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
OVER SCALE DIMENSIONS. Contractors shall verify
and be responsible for dimensions and conditions
of the job.
4-1
C:
S ite Plans
11= 1,011
Scale. I 10
revisions
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A. 7W POINT OF SMACE MR M M PR07ECFION SM1111 SIWL K M CONNIXIION TO MADUAL UWM#AT]R WM(IN GARAGE)WW�E M SPR1NnM A
Sam S"I 1X IN Will W101OW PREton NO CONTROL WLVE.
OESIM NO INSMJATION%AU K PER*TA 13).SrAX MV LOCAL MHORITIES.
t 7W WM OCCUPANV CL4SWrXION FM 7M n"M IS U%ff WM M ALL AREASOOIDENTIAL Ovftwe1 lot:
0. 7W IFIRE SPRIMM SYSUM MU IIE I)ES00 AS A WET-PIPE SMIX
ALL AWAS OESIGNIM PER WPA 13D FOR LIGW 14AZAW OCCIPMCY.
DES=CRFM TO 1=K CALMIATING 7HE LOST ODAMING;2 SITAURS N A COMPM11M.
SPF&4QM TO BE RESIDOM. Q=RESPONSE PJ= 155 F SIMM PER USFING;OF WiffACT1.11REIL
CONTRACTOR TO PROMW LAYOLIT AND DE11961INE PIPE SUB ACCORDING TO PRDY00 CRITERIA,AND WPA.7AWM
E. THE WATER SIJPPLY 5 FROM A RUMIX PRIVRE WATER WM (CIRCUATING)LOCATED IN STREET SOW T[ ME
F. TAM VOUK ft PRMW WU BE MCOff TO PROMM MWN 7 PSI AND 13 GPM PER DESO SA.MM(2).
Q EACH SYSMd 91ALL BE EWM WITH A FLOW S111101 TO REDOGNIN RJOW OF WATER AND EACH COI(M).MVE SI�141 BE EMPPIM WITH TMIPEIR SWRMS TO RECOGNIZE WMWff.
-MM CORROSION 5 NOT A SIGNFVff PROM IN 7W PRESENT WATER 9 Y
K MICROBIAL J*L
L PROWDE BAC101JOW PREMM MEW 7W OF YK LOCAL WATER PURYEM
drown by
r L ALL INTUaW AND DaERIM FK PROUTION COMPONM%IXL BE UL UM MR FIRE PROTIVION Lrw- JMB
date
F SUTEMBER 11,2006 REV.
NFPA 13D: FIRE PROTECTION RISER DETAIL Job no.
8.6 Location of Sprinklers. 05-115
8.6.1 Sprinklers shall be Installed In all areas except where omisslon is permitted by 8.6.2 through 8.6.6. -------
8.6.2 Sprinklers shall not be required In bathrooms of 55 02 (5J m2) and less.
8.6.3 Sprinklers shall not be required in clothes closets, linven clos;efs, and pantries that most all of the following conditions:
Sheet no.
(1) The area of the space does not exceed 24 ft2 (2.2 m2).
(2) The least dimension does not exceed 3 ft (0.9
(3) The walls and ceilings or* surfaced with noncombustible or limited—combustible materials as deflned In NFPA 220, Standard on Types of Building Construction.
8.6.4* Sprinklers shall not be required in garages, open attached porches, carports, and similar structures.
8.6.5 Sprinklers shall not b* required In attics, crawl spaces, and other concealed spaces that are not used or Intended for living purposes. 2391 Ocean Breeze Court
8.6.6 Sprinklers shall not be required in covered unheated projections of the building at entrances/exits as long as there is another means of egress from the dwelling unit.
revisions
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A. THE POINT OF SERWM FOR THE M PRDTECM SYSTEM SHALL BE THE CONNECTION TO INWIDUAL,UNITS WAM WM (IN GARAGE)WHERE W SPRINKLER A
SOW SHALL TIE IN WITH BACKFLOW PREVENTER AND CONTROL VALVE
J B. DESIGN AND INSTALLATION SHALL BE PER WPA 13D, STATE AND LOCAL AUTHORITIES.
C. THE HAZARD OCCUPAiNCY CLASWICATION FOR THIS Iiii IS LIGHT WARD FOR ALL AREAS(RESIDENTIAL OCCI.~(�
D. THE FIRE SPRINKLER SYSTEM SHALL.BE DEMO AS A WET-PIPE SYSTEM. "*��Wgmw"avow
ALL AREAS DESIGNED PER NFPA 13D FOR LPIT RAM OCCLFMCY VON 2 VALVO
DESIGN CRITERIA TO INCLUDE 04LULATING THE MOST DD"DING 2 SPRINKLERS IN A COMPARTMENT
SPRINKLERS TO BE RESIDENTIAL. QUICK RESPONSE RATED 155 F SPACED PER LISTM OF WffACTUREFL
CONTRACTOR TO PRMIDE LAYOUT MD DErOW PIPE SIZES ACCORDING TO PROVIDED CRITERIA,AND WPA SrNOYM
E. THE WATER SUPPLY 6 FROM A RELIABLE PRIVATE WATER WM (CIRCULATING) LOCATED IN STREET MW THE HOME.
F. WATER VOLUME AND PRESSURE WILL BE SUFFICIENT TO PROVIDE MINIMUM 7 PSI AND 13 GPM PER DESIGN MKS(2).
G. EACH SYSTEM SHALL BE EQUIPPED WITH A ROW SWITCH TO RECOGNIZE FLOW OF WATER AND EACH CONTROL VALVE SHALL,BE EQUIPPED WITH TAMPER SWITCHES TO RECOGNIZE IMPAIRMENT.
H. MICROBIAL-WDUCED CORROSION IS NOT A W*WW PROBLEM IN THE PRESENT WATER SUPPLY.
r J 1. PROYIDE BACKIiLOW PR00ENTION MEETING THE SPECS OF THE LOCAL.WATER PUR*-MR. TO Rm�
Lo 4iiiiiiiiiiiiiiii� J. ALL INTERIOR AND DffERIOR FIRE PROTECTION COMPONENTS 94ALL BE UL LISTED FOR FIRE PROTECTION USE. JMB
SEPTEMBER 11,2006 REV.
NFPA 13D.-
8.6 Location of Sprinklers. FIRE PROTECTION RISER DETAIL 05-115
8.6.1 Sprinklers shall be Installed In all areas except where omission is permitted by 8.6.2 through 8.6.6.
8.6.2 Sprinklers shall not be required in bathrooms of 55 ft2 (5.1 m2) and less.
8.6.3 Sprinklers shall not be required in clothes closets, linen closets, and pantries that meet all of the following conditions:
(1) The area of the space does not exceed 24 02 (2.2 m2).
(2) The least dimension does not exceed 3 ft (0.9 m).
(3) The walls and ceilings are surfaced with noncombustible or limited—com bu stible materials as defined in NFPA 220, Standard on Types of Building Construction. 00
8.6.4* Sprinklers shall not be required In garages, open attached porches, carports, and similar structures.
8.6.5 Sprinklers shall not be required in attics, crawl spaces, and other concealed spaces that are not used or Intended for living purposes. 2391 Ocean Breeze Court
8.6.6 Sprinklers shall not be required in covered unheated projections of the building at entrances/exits as long as there is another means of egress from the dwelling unit. U
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A5 RECORDED IN PLAT 1300K 461
PAOE5 51-51A OF THE PUBLIC REGORD5
0
OF DWAL COUNTY, FLORIDA. '0 APPROVED
C CITY OF ATLANTIC BEACH
OFFICF
OCT 3
c3
Site, Pion Note,5 0 JMB
E
E date
1. Thl!5 1!5 not a survey. 0
0 NOVEMBER 21,2005
2. Pool Design and location 5hown
4-1 job no.
arel only 15vq(3eqted.
05,115
5. Lancl5caping de,519n by others.
U1
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE Sheet no.
CNER 'SM-E UMFIVASIORS. Conkractors shall verity
and be responsible for dimensions and conditions
of the lob.
J
C:
S ite Plan co SP
11= 1,011
Scale: 1/4 1 0
—�,)A �V,-/
Cqpy 2391 Ocean Breeze Court
T17�
revi5lon!5
32 -011 OTES: C0
2- INDICATES NUMBER OF DOORS.
/2 I-oil 30 I-011 50 I-oil 2- INDICATES NUMBER OF WINDOWS.
FR - FRENCH DOORS
SL - SIDE LIGHT
I-oil I-011 I-oil 1-511 I-oll I-011 I-011
11-41L, 411/ 1-411/ DEG. TRE-LL15 FG - FIXED GLASS E
TR - TRANSOM 0
12 x12"x4" GB - GLASS BLOCK
PKT - POCKET DOOR C
.2
OBS - OBSCURED GLASS
TEMP - TEMPERED GLASS
E
SH - SINGLE HUNG
_1 F1 n F1 F1 F1 F1 F1 F-I n Fl F1 n F1 1-1 1 [1 F
DH - DOUBLE HUNG AN 7
7
HR - HORIZONTAL ROLLER
7_71 V 4
BP - BYPASS 4-1
SPECIALTY WINDOWS/DOORS, FIXED _p Q�
42" TALL RAILIN67 (TYP.) GLASS WINDOWS, AND TRANSOMS ARE
OTED ON PLANS,
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1. (16) EIQUAL RISr:R6AT 1-3164" EA
EXTERIOR (14) EQUAL TREADS AT 1011 W/ Ill NOSING 5A
5HHR. HEAD
(TOTAL TREAD DEPTH TO E3E 11" MIN)
FOR y
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2, TREAD6 SHALL E�E 2xl2'e GLUED and
2-5050 S.H. 6WO e5" 5.0.0. 2-3050 5.H. 2-5050 5.H. &'X&'�> 5,6.0. 2-5050 5.H. NAILED (RIPPED DOM AS REQUIRED)
41
@ 6'e5 HOR. @ 618>" HOR. 6VI HOR. @ 618>" HDR.
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3, RISERS SHALL eF_ IxVa GLUED and
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4. LANDINGS SHALL 15E CONSTRUCTED or-
2x8'a 0 16" OC and DECKED W1 3/4" T4G
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If 5. STRINGERS SHALL 15E 2x12's EOJALLY C
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15t floor: 12b
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2nd floor: 145q ef
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121-411 -o
5rd floor: 1505 sp
OA, X FIR
ON
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1 1 '8xl 4' Total Living.. 4&16 ef
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entry (fir. #1): cf2 ef
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12'x5'
entr4 (fir. #21: c12 ef
2-3068 FR.
LINE OF 2Np CIOVd. clock (f ront):
65 ef
FLR. AE3\/.
clov d. patio (f Ir. #Q: 300 8f
121-1011 rlov'd. deck (f Ir. #2): E300 sf -2 AN drawn by
-7 JU_
0 JMB
clov'd. dock (f Ir. #5): 155 ef E
LINE OF GANT. date
E
NOVEMBER 21, 2005
14211 TALI- RAILINO 2-5050 5.H. LINE OF GANT. FL-R. A[3\/. 0
!3un dock 0 Ir. #4): 2-16 ef
@ I& HPR. FL-R. AB\,/.
Total Area: job no.
(0-715 ef 05-115
NOTE : Q)
UP
I-oil I-oil
21-4 11 Ci _0 If 21-4 11 4_1011 8? " ' GONG . BLK-. 21-4 11 le 201-4 11 K21-411 41-411 WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE Sheet no.
OVER SCALE DIMENSIONS. Contractors shall verify
I—oil 51-011 and be responsible for dimensions and conditions
.,2 1 41-411 EXTERIOR NALLS 25 V
of the job.
C
ON ALL FLOORS
FNT E
0 S
2- INDI,
N
F®R
FLOOR 2 FLOOR I Floor Plans
U .N .O . Cale: 1/4"=V.-O"
2391 Ocean Breeze Court
rovl5lone,
N OTES: co
2 2- INDICATES NUMBER OF DOORS.
I-oll I-oll 2- INDICATES NUMBER OF WNDOWS.
E30 4!�ANT. ICI -oil
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I-011 I-oil I-011 I-P I-oil I-ofl FG - FIXED GLASS
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-7 7 TR - TRANSOM 0
7 1-
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OBS - OBSCURED GLASS
LINE OF CANT.
TEMP - TEMPERED CLASS
Z f3ALG. Af3V.
d) d) -1 SH - SINGLE HUNG
< T
42 TALL SUN (10 DH - DOUBLE HUNG
RAILINO 42 TALL _!s N N %J H R - HORIZONTAL ROLLER
S�_
HALL BP - BYPASS
(-TYP.) DEGK SPECIALTY WINDOWS/DOORS, FIXED
4060 S.H. 4060 5.1-1. * U
G GLASS WINDOWS, AND TRANSOMS ARE
(J) I OVID
@ FIDPI. <S� C) NOTED ON PLANS,
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3 O'x 8'8 \S�
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OHNE 'E-_' 1) J LIVINO RM. (TOTAL TREAD DEPTH TO 13F 1111 MIN)
3.12 5:12
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W job no.
FLOOR 4 FLOOR 3
NOTE : FZ 05-115
>
8? '' GONG . f3L< . WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE Sheet no.
OVER SCALE DIMENSIONS. Contractors shGjt verify
and be responsible for dimensions and conditions Q)
EXTERIOR H/�LLS of the job. X:
ON ALL FLOORS Floor Plans m
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DOORS
W 0 S.
If ND
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NOVEMBER 21,2005
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job n o.
E)Ll( 05-115
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
Z
OVER SCALE DIMENSIONS. Contractors shall verify Sheet no.
and be responsible ior dimensions and condlklons
of the job.
4-$
E I e v a t t o n s
Scale: AS NOTED
A
2391 Ocean Breeze Court
SEE
EXT.FINISH ROOF MATERIAL ELEY. r
WE EXT.r=Lr=v. \�A revI!5Ion5
150 FELT PAPIER OVER EXT.GRADE CD
ROOF SHEATHING W1"H" r-LIPS —INWLATION BArrLE,
PRE-ENG.ROOF TRUOSee, 2"MIN.r-L1EAPAqCr=
24"Or-,PER TRUSS MM INSULATION AS REQUIRED E
U U 2
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METAL PRir r=PGE
OE V. E
0
Woor,>PAer--IA,etrz POU131-E 2X TOP L-
OJ4.
ELEV.FOR 6TYLIE PLATE W1 UPLIFT STRAP
PER FRAMING LAYOUT
.0
VENTED OC"FFIT DRYWALL to
Ln
EXT.FINISH MATERIAL 2X STUDS * 16"O.C. E
%�E EXT.ELEV, ---------BATT INOUL.AS REa
EXT.GRADE SHEATHING-or
rER SPECS.
13ATT IN61JI.-AS REa
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4 LOCAL WIND CODE.
SEE FLOOR MAN 0 C�
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SEE EXT.ELEV. (1-1 -a kA
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EXT.GRADE SHEATHMA dLUI! 4 RAIL
X
MR SPEC.S.
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NAILI!D TO l!9A FLOOR Z 40
TRUSS- PER TMJ66
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FLOOF PLAN 6:12
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DUR-O-WALL C4 LAYOUT (J)
SIP-INIT.EVERY WALL
CZUP.615,16'OiC.MA>e- \�'�15ORD MAM FULLY GROUTED
03 M15AR IN cONC,FILLED CELL PER W/I 45 CONT.W1 UPLIFT STRAP Q)
FLOOR PLAN,W1 MIN 25"OVERLAP, < 0
TIED TO C,0NT.ROD IN POOTEK PEP,PRAMM LAYOUT L/- M
AND 15,CRD MAM,ALT,15MO6 P.T.PURRIWx 4 DRYWALL -P
IN MltF.15AR 19 F<XJNDo-%1 104 C' Qs- CS
AN GANT. 7-
171-4- 7 7r
EXT.PINI614 MATERIAL P.T.PUIRRM 4 DRYWALL
ip-ri ixt.
I"X4"r.T.WOOD MOCK tiV 0 (3 LO
EVI
11,16TALL WINDOW MR S/16"X2 3/4" TAPOON6 AT 7'
611 PROM CAORNERS AND
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PER SPEC-S. DIX. 2x10 LEDGER FASTENED TO
Z Q)
MOND BEAM W1(2)ROM 5/0"DIA
ANCHOR WLT8 0 24"OC.
4S
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FULLY GROUTED W11 R5 CONT.
W1 UPLIFT`STRAP PER L L K�
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0 MLIALL
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5y5TEH THIS AREA
EXT.FINISH MATERIAL P.T.PURRINa 4 DRYWALL
C:
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LINTFL
111x4l,r-T.WOOD ekicx W/ (5' E3R6. 131-H.)
3/16"X2 3/4n TAPCONO AT
lNe-TALL WINDOW MR 6,"FRON CIORNERS AND
WINDOW MFK ervc�81 16"MAX O.C.IN AN
4 LOCAL WIND
OPre#-T I-AMIRN r
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WINDOW SIZE
WINDOW SILL
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ron Pf:;zom c4mIJE" q)
16"MAY-or,IN AN W 74 0
2nd . FLOOR 3rd . FLOOR 4th . FLOOR
01-FSET PATTERN
GOVERAOE PLAN GOVERAOE PLAN GOVERAOE PLAN ROOF PLAN 40-)
C
0) Q .1
SCALE: 118) 1'-0 SCALE: SCALE. 11b"=1'-0" SCALE: 1/5"=l'-011
3/4"PLYWOOD eumi-OOR
GLUE A RAIL PQ
r=xT.GRADE SHEATHING
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P13
BOND MA11 W1(2)ROM 5/8"DIA.
ANC44OR 1!�OLTS 0 24"O.C.
Dl��L.U MLOCK DOW MAM C) 0
PULLY GROUTED W11"5 CONT. 0
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0
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DUR-O-WALL WORt PRAMIN6.2 LAYOUT
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FLOOR PLAR W1 MIN 2!�"OVOKAP,
TIED TO CICNT.ROD IN rooTER ROOF PLAN NOTES
P.T.PUM;Z1Ws 4 DRYWALL
AND MOND"AM,AI-T.15END6
IN REINF,13AIR'O FOUNDATICN�-��- 0
1. All trusses shall be designed and certified
EXT.FINISH MATERIAL P.T.MJM:RM 4 DRYWALL
SEE r=Xt.ESLEV. by truss manufacturers registered engineer.
LINTEL I"X-4"P.T.WOOD MCK W 2. TRUSS MANUFACTURER TO VERIFY ALL 0
3/16"X2 3/4"TAPCONO AT -a
TRUSS SPAN8, SLOPES, BEARING POINTS, r-
INOTAI-1-WINDOW PER 6"MOM CORNERS AND 0
WINDOW MFK 6MC*, 14,"MAX OZ.IN AN AND DIMENSIONS BEFORE FABRICATION.
4 LOCAL WIND COVE.,---� OFFSET PATTERN
3. All roof pitches are to be set as indicated
1 sf. FLOOR
SEE FLOM MAN on plans and elevations.
WINDOW SIZE STREET LEVEL
WINDOW SILL 0
4. Top plate heights vary. See building 0
I"X4"P.T.WOOD BUCK W1 sections, wall sections, and elevations for
CONC.SILL SA6'50 S/4"TAPCON6 AT 0 -�/ drawn by
f,"MOM CORNP-"AND bearing heights. r-
It,"MAX Or.IIK AN 5. Truss spacing shall be 24" o.c. unless 0 JN413
OFFSET PATTEFN E
01�MMAR IN COFIC.FILLED CELL MR otherwise noted. Conventional framing E date
FLOOR MAN,W1 MIN.2b"OVERLAP, 0
EXT.FINISH MAT. 0 -MBER 21, 2005
NOVE
TIED TO CONT,ROD IN FOOTER shall be 16" o.c. or as otherwise noted.
SEE r5XT.ELEV. -- *:..''I Z:
AND MOND DEAN,ALT.MENDS
7 T.- 6. Overhangs will vary. See roof plan and
IN MIIF.15AR job n o.
VUR-O-WALL HORZ
8"CMU. NOTE : (n -115
REINF,EVERY OTHER exterior elevations. NJ 05
CIOUReE 1*.T.FURRMs,PRYUJALL 4 >
INNJL,Wl VAPOR BARRIER
13A6E f5OA
OF SLAB ALL ROOF SLOPES AT 4: 12 WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
T 01-01,FtR PLP- Sheet no.
OVER SCALE DIMENSIONS. Contractors shall verify
Gn6 be responsible ior dimensions and condAlons
FINISH GRADE AAA UNLESS OTHERHISE NOTED.
F
Alf of the job.
=1 4"CCNC.8LAI3 W1
VAPOR 13ARRIP-R
T.
WALL SECTION C
HEADER MOO< Is is
SCALE: 1/2 R o o f P I a n
ITI I co
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TEWITE TREATED PILL.
. . ... Scale- 1/4"=V-011
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A FOYER NOTE5: 0 Uld
FBI
1. Owner to verify exact lo(ation of floor outlot5 drawn by
In field.
0 JMB
2. Location of fixtureE, and/or outletq oro %qqosted E
A — — — — -- — — — — — E date
0
lo(ation5 and meet mo5l; lo(al code, requirement5. 0 NOVEMBER 21,2005
Addition!5 or odJustmentg maq be made, Ertween 0)
Omer and Builder In the, field.
job no.
05-115
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
Z OVER SCALE DIMENSIONS. Contractors shall verify Sheet no. .
and be responsible for dimensions and conditions
NOTE: ALL 5HOKE DETF-GTOR5 ARE To BE of the job.
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locations and meet most local code, requirements.
L J L _ _ l J Additions or ad u5tments maq be, made, between NOVEMBER 21,2005
Owner and l3ulljor in the. flerd. job no.
05,115
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
OVER SCALE DIMENSIONS. contractors shall verify . Sheet no.Electrical Fixture Layout ,
and be respun-.Ue 10T
NOTE ALL SMOKE DETECTORS ARE TO BE of the job.
HARD HIRED AND INTERCONNECTED
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WRAP WRB rovI!3I0n!5
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WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION.
FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE.
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NOTE: ALL FLASHING WILL BE SELF ADHEARING AND ROLLED SMOOTH & FLAT WITH A J—ROLLER. NOTE,: ALL FLASHING WILL BE SELF ADHEARING AND ROLLED SMOOTH & FLAT WITH A J—ROILLER. CIS
EXTERIOR DOOR FLASHING SCALE: N.T.S. WINDOW FLASHING " METHOD A- 1 SCALE: N.T.S.
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HALL o-,- METAL DRIP EDOE TO 5HED; HATER CHIMNEYS 5H,6,LL EXTEND AT LEAST 2 FEET
HIGHER THAN ANY PORTION Or- A BUILDINO 2X4 :02 5PF
HITHIN 10 FEET, BUT SHALL NOT BE LESS THAN 2X4 #2 SPF
2Xro FASCIA W 5 FEET AE30\,/E THE H16HE5T POINT HHERE 5 PLY 6ORNER-5 VALLEY FLA5HINC-7
ALUMINUM HRAP -lie
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SCALE: N.T.S. Z w
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26 GA, GALVANIZED 26 GA. GALVANIZED 29 GA. GALVANIZED
(NOT TO SCALE) (NOT TO SCALE) (NOT TO SCALE)
C_-3 4 (D DRIP EDGE FLASHING VALLEY FLASHINQ RIDGE FLASHING QRICKETS AND SADDI- FLASHING,- BASE AND OUNTER FLASHING: FIBER QEMENT SIDING ELASH-140:
DRIP EDGE SHALL BE PROVIDED AT EAVES AND GABLES OF VALLEY LININGS SHALL BE INSTALLED IN ACCORDANCE THE UNDERLAYMENT SHALL BE INSTALLED IN WATER A CRICKET OR SADDLE SHALL BE INSTALLED ON BASE AND COUNTER FLASHING SHALL BE INSTALLED PANEL SIDING:
SHINGLED ROOFS, AND� OVERLAPPED A MINIMUM OF 2". EAVE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS SHEDING FASHION. THE LAST LAYER APPLIED AT THE RIDGE SIDE OF ANY CHIMNEY GREATER THAN N ACCORDANCE WITH MANUFACTURER'S PANELS SHALL BE INSTALLED WITH THE LONG
DRIP EDGES SHALL EXTEND 1/4-.BELOW SHEATHING AND EXTEND BEFORE APPLYING SHINGLES. VALLEY LININGS OF THE THE RIDGE SHALL BE FOLDED OVER THE RIDGE AND 30" WIDE. CRICKET OR SADDLE COVERINGS SHALL INSTALLATION INSTRUCTIONS, OR A CONTINUOUS DIMENSION PARALLEL TO FRAMING. VERTICAL JOINTS
BACK ON THE ROOF A MINIMUM OF 2". DRIP EDGE SHALL BE FOLLOWING TYPES SHALL BE PERMITTED: MECHANICALLY FASTENED, AT 36" O.C. MAXIMUM TO BE SHEET METAL OR OF THE SAME MATERIAL AS METAL T' FLASHING SHALL BE SET IN APPROVED SHALL OCCUR OVER FRAMING MEMBERS A14D SHALL
MECHANICALLY FASTENED A MAXIMUM OF 12" O.C. DRIP EDGE AT THE OPPOSING SIDE OF THE ROOF. REPEAT THE ROOF COVERING. FLASHING CEMENT AND SET FLUSH TO BASE OF BE SEALED WITH CAULKING OR COVERED WITH
2 EAVES SHALL BE PERMITTED TO BE INSTALLED EITHER OVER OR 1. FOR OPEN VALLEY (VALLEY LINING EXPOSED) LINED PROCEDURE FOR OPPOSING�SIDE OF ROOF. MEN WALL AND OVER THE UNDERLAYMENT. BOTH BATTENS. HORIZONTAL JOINTS SHALL BE FLASHED
UNDER THE UNDERLAYMENT. IF INSTALLED OVER THE WITH METAL, THE VALLEY LINING SHALL BE AT LEAST COMPLETED THERE WILL BE ,TWO LAYERS OF THE RIDGE AND VALLEY FLASHING OF CRICKETS OR HORIZONTAL AND VERTICAL METAL FLANGES SHALL WITH "Z-FLASHING" AND BLOCKED WITH SOLID WOOD 1ANI
UNDERLAYMENT, THERE SHALL BE A MINIMUM 2" WIDTH OF ROOF 24" WIDE AND OF ANY OF THE CORROSION-RESISTANT UNDERLAYMENT OVERLAPPING THE RIDGE. SADDLES SHALL BE THE SAME AS THE RIDGE AND BE FASTENED 6" ON CENTER WITH APPROVED FRAMING. drawn by
CEMENT INSTALLED OVER THE DRIP EDGE FLANGE. METALS IN TABLE R903.1 VALLEY FLASHING ON THE MAIN ROOF. FASTENERS. ALL LAPS SHALL BE A MINIMUM OF 4" JMB
THE UNDERLAYMENT SHALL CONFORM WITH ASTM D 226, TYPE 1 2. FOR OPEN VALLEYS, VALLEY LINING OF TWO PLIES FULLY SEALED IN APPROVED FLASHING CEMENT. HQBIZQNTAL LAP SIDING: date —
OR TYPE 11, OR ASTM D 4869, TYPE I OR TYPE 11. THE OF MINERAL SURFACE ROLL ROOFING, COMPLYING WITH FLASHING SHALL START AT THE LOWER PORTION OF LAP SIDING SHALL BE LAPPED A MINIMUM OF 1
UNDERLAYMENT SHALL BE INSTALLED IN WATER SHEDING FASHION, ASTM D 249, SHALL BE PERMITTED. THE BOTTOM ROOF TO ENSURE WATER—SHEADING CAPABILITIES 1/4" AND SHALL HAVE THE ENDS SEALED WITH NOVEMBER 21, 2005
STARTING WITH THE EAVE EDGE AND ROLLED HORIZONTAL. LAYER SHALL BE 18" AND THE TOP LAYER A MINIMUM Hip FLA5HiNG OF ALL METAL LAPS. THE ENTIRE EDGE OF THE CAULKING, COVERED WITH AN H—SECTION JOINT
HORIZONTAL FLANGE SHALL BE SEALED COVERING COVER, OR LOCATED OVER A STRIP OF FLASHING. job no.
UNDERLAYMENT SHALL OVERLAP A MINIMUM OF 19" AND BE OF 36" WIDE, THE UNDERLAYMENT SHALL BE,INSTALLED IN WATER ALL NAIL PENETRATIONS WITH APPROVED FLASHING LAP SIDING COURSES MAY BE INSTALLED NTH THE 05,115
MECHANICALLY FASTENED AT 36" O.C. MAXIMUM. SHEDING FASHION. AT THE�,HIP LINE FOLD THE CEMENT AND MEMBRANE. SHINGLES SHALL M,
FASTENER HEADS EXPOSED OR CONCEALED,
co 3. FOR CLOSED VALLEYS (VALLEY COVERED WITH
Z UNDERLAYMENT OVER THE HIP AND MECHANICALLY OVERLAP THE HORIZONTAL FLANGE AND SHALL BE ACCORDING TO APPROVED MANUFACTURER'S
SHINGLES), VALLEY LINING OF ONE PLY SMOOTH ROLL FASTEN, AT 36" O.C. MAXIMUM TO THE OPPOSING SET IN APPROVED FLASHING CEMENT. INSTALLATION INSTRUCTIONS.
ROOFING COMPLYING WITH ASTM D 224 TYPE 11 OR SIDE OF THE ROOF. REPEAT PROCEDURE FOR Sheet no.
L7- TYPE III AND AT LEAST 36" WIDE OR VALLEY LINING OPPOSING SIDE OF ROOF. WHEN COMPLETED THERE BASE FLASHING SHALL BE OF OTHER
AS DESCRIBED IN ITEMS 1 AND 2 ABOVE SHALL BE WILL BE TWO LAYERS OF UNDERLAYMENT CORRISION—RESI STAN T METAL PROVIDED IN SECTION
PERMITTED. SPECIALTY UNDERLAYMENT COMPLYING
OVERLAPPING THE HIP. R905-2.8.1 OR MINERAL SURFACE ROOL ROOFING
WITH ASTM D 1970 MAY BE USED IN LIEU OF THE WEIGHING A MINIMUM OF 77 POUNDS PER 100
LINING MATERIAL. SQUARE FEET. COUNTER FLASHING SHALL BE
CORROSION—RESISTANT METAL WITH A MINIMUM
ROOF Fl. ASHING SCALE: N,T,S, THICKNESS PROVIDED IN TABLE 903.1.
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DESIGN OF PRE-ENGINEERED WOOD TRUSSES SHALL BEAR THE SINGLE
SEAL OF AN ENGINEER IN THE STATE OF FLORIDA AND SHALL TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXEPT H3 HURRICANE CLIP @ EA. COMPONENTS AND CLADDING:
COMPLY WITH NFPA, TPI, AND AITC 100. 1 FOR T-BRACE SHALL BE 1x4 SYP#3 PROVIDE BLOCKING FOR OUTLOOKER TO TRUSS. 2x4 SYP#2 OUTLOOKERS X-BRAICE SPACING SCHEMATIC Do not scale dimensions from these
OR BETTER OR 2x4 SPF#2 OR BETTER. ROOF DECK @ RIDGE. drawings.If a dimension is unclear
(UON) 4-12d TOE NAILS (TYP.) 0 2 4 0.C. A DESIGN CODE: THE 2004 FLORIDA BUILDING RESIDENTAL CODE & ASCE 7-02 refer to the Architectural drawings or
CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS % - I -t f- BASIC WIND SPEED ------------ ----- 120 MPH
INSTALLED AT ALL TRUSSES AS INDICATED IN THE TRUSS SHOP 10 IMPORTANCE FACTOR ----------- ----- 1.00
DRAWINGS. (1)DIAGONAL BRACE PER -
2.)BRACING LUMBER SHALL INTERSECT
------- --------- 24.0 FT
(4) TRUSSES APPLIED THE WEB OF THE BRACED TRUSS, PER PROVIDE 2x4 SYP#2 UPRIGHT MEAN ROOF HEIGHT
TO BACKSIDE OF WEB. DELEGATED TRUSS ENGINEER. �-4--FROM TOP TO BOT. CHORD OF ROOF PITCH--------------- ----- 4/12
ALL TRUSS-TO-TRUSS CONNECTIONS SHALL BE PROVIDED BY TRUSS @ EA. X-BRACE
DELEGATED TRUSS ENGINEER. BUILDING CATEGORY ---------------- 11
3.)PERMANENT PERMANENT BRACING (IF VERT, IS NOT PRESENT) MIN. W/2 EXPOSURE CATEGORY ---- ------ ----- C OCEAN BREEZE COUR I
ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER BRACING AP I PLIED TO 101 WHERE NOTED ON TRUSS MFR. SHOP 3-12d 0 4' ENCLOSURE CLASSIFICATION --- ----------PART. ENCLOSED LOT UNIT BLOCK
DRAWINGS. THE CONTRACTOR SHALL EA. VERT. W INTERNAL PRESSURE COEFFICIENT ---------- ± .55
FRONT SIDE OF WEBS. 11 2x4 SYP#2 DIAGONAL. OMIT THIS
'COMMENTARY' AND RECOMMENDATION FOR HANDLING, INSTALLING
PROVIDE 1x4 SYP#3 OR BETTER (TYP.) BRACE WHEN VERTICAL HEIGHT 7
& BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." BOTTOM CHORD BRACING OF "RUSS AT BRACING LOCATION NOTE A: CUSTOMER PLAN NAME
0 T-BRACE FASTENED TO PERPENDICULAR TO TRUSS BOTTOM 11 COMPONENTS & CLADDING DESIGN PRESSURES (PSF)
101 IS LESS THAN 40". ADDITIONAL BRACES AS REQ'D.,
0 0 0 0 WEB wl 12d 0 6"O.C. CHORDS AND ATTACHED TO EACH THOMPSON BUIL
FOR STRUCTURES DESIGNED AS PARTIALLY ENCLOSED, TRUSS 0 0 11 EQUALLY SPACED w SPACING TRIBUTARY INTERIOR EDGE STRIP:
ENGINEER TO PROVIDE SPACING REQUIREMENTS FOR BOTTOM T-BRACE TO BE THE 101 TRUS WITH 2-8d COMMON NAILS. AT OF 5'-B" MAX. AREA (sf) ZONE Pat = 6'-6" DESIGN/DRAWN/CH ECKED
IF I F_ SAME SIZE, SPECIES, GABLE END WALLS PROVIDE DIAGONALS 0.131xY TOE NAILS 0 8"O.C. AOB/ AG /LAP
CHORD BRACING OF THE TRUSS WITHOUT USE OF RIGID CEILING CONTINUOUS LATERAL BRACING, SEE AND GRADE AS WEB I I AT END WALLS PRO\ADE DIAGONALS FROM OT. CHORD OF TRUSS 10 +49.3 -52.4 +49.3 -62.0
I B
DIAPHRAGM. TRUSS SHOP DRAWING FOR OTY. AND TO BE BRACED. 1*1 (APPROXIMATELY 45%) TO THE TO DBL. TOP PLATE DATE
I I ADJACENT EXTERIOR PERPENDICULAR NJ 11 4 � L WALL SHEATHING UP 50 +45.4 -48.5 +45.4 -54.1
BY SIGNING AND SEALING THIS TRUSS LAYOUT, THE ENGINEER OF LOCATION. LF MORE THAN (1) LATERAL 1*1 WALL BETWEEN EACH LINE OF BRACING -0.131xY E SIMPSON LSTA12 0 24" O.C. GABLE END TRUSS. 03.14.06
BRACE IS NEEDED, OVERLAP BRACE 1 1 2 A END 12" LONG 2x4 BLOCKING
RECORD (EOR) MAKES NO CLAIMS REGARDING THE COMPONENT AS SHOWN. 0 TO FORM A ZIGZAG PATTERN ALL 100 1 +43.7 -46.8 1 +43.7 -50.7 SCALE
DESIGN THAT WERE PREPARED BY THE DELEGATED ENGINEER _j CONSTRUCTED OF THE SAME BRACING 2x4 SYP#2 BLOCKING 0 24"O.C. ATTACH \ WITH 4-10d TOE-NAILED _j AS NOTED
10 MATERIAL. THIS REQUIRMENT IS NOT X, �INTO DBL. TOP PLATE, CTR'D 1. THESE PRESSURES REPRESENT THE NET PRESSURE (SUM OF EXTERNAL & INTERNAL
(TRUSS DESIGN ENGINEER) TO ACHIEVE THE FRAMING DEPICTED LATERAL BRACE w/16d @ 4"O.C. PRESSURES) APPLIED NORMAL TO WALL SURFACES. JOB N 0.
NECESSARY AT HIP ROOFS. ALSO 2x4 SYP#2 BLOCKING AS CEILING /ON THREADFD ROD.
ON THIS SHEET. THE EOR DOES NOT CLAIM THE WORK CONTAINED 2. LINEAR INTERPOLATION BETWEEN VALUES OF TRIBUTARY AREA IS PERMISSIBLE.
ON THESE TRUSS LAYOUTS AS HIS OWN. THE EOR CERTIFIES ALONG EXTERIOR WALLS PARALLEL TO L_2x4x8' SYP#2 LATERAL BRACE EA. NAILER (NOT CONTINUOUS) ATTACH 3. PLUS AND MINUS SIGNS SIGNIFY PRESSURE ACTING TOWARD & AWAY FROM TH 67429
THAT THE TRUSS AND BEAM SPAN DIRECTIONS, AND BEARING BOTTOM CHORD BRACING PROVIDE X-BRACE wl 3-16d INTO EA. TRUSS. w/ 0.131xY @ L'O.C. STAG. THREADEn ROD TO EXTEND EXTERIOR WALL SURFACE. le SHEET
DIAGONALS IN THE END SPACE 4. ALL COMPONENT & CLADDING WALL ELEMENTS SHALL BE DES4GNED FOR TH
WALL LOCATIONS ARE THOSE WHICH THE SUPPORTING STRUCTURE BETWEEN THE WALL AND THE FIRST �OVER 2x4 BLOCKING AND POSITIVE AiND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE.
04RLE TRUSS BOTTOM CHORD 5. COMPONENT & CLADDING ELEMENTS WITHIN A DISTANCE 'o' FROM OUTSIDE
t
�C6
L-i
oSo=
NOTE A
4
LE'
M TH
TH
E
WERE DESIGNED TO CARRY, DUTIES DELEGATED TO THE TRUSS LINE OF BOTTOM CHORD BRACING AT A Z S S
PERMANENT TRUSS BRACING GABLE END BRACING FASTEN PER SPECIFICATION. CORNERS OF THE BUILDING SHALL BE DESIGNED FOR THE EDGE STRIP PRESS S.
DESIGN ENGINEER EXPLICITLY NOT COVERED BY THIS SEAL MAXIMUM SPACING OF 20 FEET. OTHERWISE, USE INTERIOR ZONE PRESSURES.
INCLUDE COMPONENTS (INDIVIDUAL TRUSS) DESIGN, TRUSS TO SCALE: N.T.S. PLATFORM FRAMING DETAI THREADED ROD. 6. DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE S000
TRUSS CONNECTIONS, AND TRUSS TO TRUSS LOADING. SEE KEYED NOTE 2, ON PLAN FOR BALLOON APPLICATION AT GABLE END RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER 8
FRAMED GABLE END INFORMATION ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. -IEET 1 OF 9
I - 1 2391 Ocean Breeze Court
Lou Pontigo and
Associates, Inc.
496 Osceola Avenue
JOB: 67429C RICHARD TOMPSON CORP Jax. Beach, Flo6da 32250
-4/6# LIV; LOT 7 OCEAN BREEZE CT 115/6# -4' 1 BUILD WALL TO 11' AF.F Ph.242-0908 Fox. 241-9557
PLAN: RAAB RESID FRAME DOWN CEILING TO 9' CA#8344
C) CD
DESIGNER: RICHARD TINGLEY all OD 9\
BALLOON FRAME WALL qQffACT US wnH YOUR COMM&ITS
CP U Li U
BM-19 BM-18 ALL TRUSS PLATES ARE ALPINE PLATES
B M-17 APPROVAL # 1999-3
F G68
L F52 (99
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F53 ENGINEER OF RECORD TO REVIEW G67 2-PLY
F37 1111 N/ 1 r F54 ALL BEAM AND TRUSS ENGINEERING
2�5 AND SIZE HEADERS, COLUMNS AND K79
CAPS WHERE NECESSARY, TRUSS FABRICATOR K78
CD VALID ONLY WHEN
WILL NOT BE- RESPONSIBLE FOR K79
F38 C SI LU INK
A D RAISED SEAL
REPAIRS RESULTING FROM A TRUSS OR
BEAM BEING INADEQUATELY SUPPORTED, M-20
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BM-15 2-1,75" X 16" LVL 8' J L
r
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BM-17 2-1,75" X 16" LVL 16/
BM-18 2-1.75" X 16" LVL 7' E61 JOB: 67429D RICHARD TOMPSON CORP
APPLY HGUS282 TO TOP �0
BM-19 2-1,75" X 9,25" LVL I 1' 00 LOC: LOT 7 OCEAN BREEZE CT
E62 AND BOTTOM CHORD �b
U PLAN: RAAB RESID
HANGERS ON JOB ARE AS FOLLOWS I I F63 2-PL DESIGNER: RICHARD TINGLEY
I F42 UNLESS NOTED OTHERWISE r 'i r _1 r '1jr CJ86
E64
Z J
_j ALL TRUSS PLATES ARE ALPINE PLATES
F43
APPLICATION PART 4 APPROVAL # E:65 T _j CJ85 APPROVAL 4 199/9-3
F44 U
HGUS28 5/
F45 I-PLY TRUSS HUS26 FL474.192 CJ84 CD Como)
HANGERS ON JOB ARE AS FOLLOWS
E_181
BM-14 -------
FLOOR TRUSS THA422 FL474,413 CJ85 LL) UNLESS NOTED OTHERWISE
L SKEWED FLOOR TRUSS SUL/R410 F L 1218,18 4
_j
BM-16 F 4 6 2-PLY BEAM HGUS48 FL474.140 CJ86 APPLICATION PART APPROVAL 4
L Ln CJ85
BM-15 SKEWED 2-PLY BEAM HGUS412L/P FL474.140
CJ86 I-PLY TRUSS HUS26 FL474,192
D55 —PLY TRUSS HGUS282 FL474,139
W
F47 \D n I-
C D DE CD OD CC) H70 SKEWED TRUSS SUL/R26 F L 1218,1 1
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SUL/R410 F L 1218.18 4
CJ59 SKEWED 2-PLY BEAM
4 F49
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LL BEAM AND TRUSS ENGINEERING
T)7A_1 A
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CD
M co Ln Ln AND SIZE HEADERS, COLUMNS AND
LL_
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U U CAPS WHERE NECESSARY, TRUSS FABRICATOR
WILL NOT BF RESPONSIBL[ FOR
9/1 9/ H69 RFPAIRS RESULTING FROM A TRUSS OR
2'6 1016 T
BEAM BEING '1ADEQUATELY SUPPORTED,
('SHEET INDEX-)
SO.0—TRUSS PLACEMENT
SO.1-TRUSS PLACEMENT CONT
S1.0-FOUNDATION PLAN
3RD & 4TH FLOOR TRUSS PLACEMENT PLAN . S1.1-1ST & 2ND FLOOR PLAN
S1.2-3RD & 4TH FLOOR PLAN
SCALE: 3/4'y 1 '_0" S2.0-GENERAL SPECS.
S2.1-STD. FRAMING DETAILS
S2.2-CMU. DETAILS
Do not scale dimensions from these
drawings.If a dimension is unciear
refer to the Architectural drawings or
contact the E.O.R.
SUBDIVISION
r0CEAN BREEZE COURT)
LOT UNIT BLOCK
7
CUSTOMER PLAN NAME
THOMPSON BUILD.
DESIGN/DRAWN/CHECKED
AOB/ AG /LAP
DATE
03.14.06
SCALE
AS NOTED
JOB NO.
67429
SHEET
2391 Ocean Breeze Court S001
SHEET 2 OF 9
1
S1 .0 12xl 6 CMU FOOTING SCHEDULE AND NOTES
PILASTER w/4-#6 VERT. TYPE LENGTH WIDTH DEPTH BOTTOM BARS
SEE 10/S1 .0.
F2.0 2'-0 2'-0 1'_0" 3-#5 EA. WAY BOT.
F F2.5 21-690 2f-6#t 1 0_01$ 3-#5 EA. WAY BOT.
F3.0 3'-0" 31-0" V-0" 3-#5 EA. WAY BOT.
F3.5 3'-6 09 31-60) V-011 4-#5 EA. WAY BOT.
FF-1. F4.0 F4.0 F4.0 F4.0 4 1-009 4$-of, 1'-0" 4-#5 EA. WAY BOT.
SLIDING CLASS DOOR __r 4' 1 1'-0" T-4-#5 EA. WAY BOT_. Lou Pontigo and
F4.5 -6" 4'-6" I
FRAMES MUST BE RECESSED 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. Associates, Inc.
SEE ARCHITECTURAL PLANS RELATED TO THE FOUNDATION. FOR GENERAL FEATURES,
FOR LOCATON OF SLIDING DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, 496 Osceola Avenue
Jax. Beach, Flodda 32250
GLASS DOORS. ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE Ph.242-0908 Fax.241-9557
_j ' IN FOR REFERENCE ONLY.
CA# 8344
2. FTGS. & FND. SHALL BE IN ACCORDANCE w/FBC-R CHAPTER 4.
------ --- ------ ---- 4
3. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY
SUITABLE SUBSURFACE CONDITIONS. CONTACT US WITH YOUR COMMENTS
T 4" CONCRETE SLAB wl 4. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A COMMENTS@LP-A.COM 0�1
MINIMUM OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH
FIBERMESH @ 1.5 LBS/CU.YD. ASTM D 1557.
t OF CONCRETE OR 6x6 W1.4xW1 .4
S1.0
WWF ON 6MIL VAPOR BARRIER 5. MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN
FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE.
IN PREPARED GRADE.
1'-4
-/0
.0
VALID ONLY WHEN
PIT DIMENSIONS AS 0 SIGNATURE IIS IN BLUE INK
REQUIRED BY ELEVATOR
SEE DETAIL 11/S1.0 MANUFACTUR�R
FOR ELEVATOR PIT.
-T REVISIONS BY
8" CMU ELEVATOR
x 1 6
12
SHAFT WALL.
CMU PILASTER
Z/;N 2-#4 CONT. AROUND 4-#6 VERT.
PERIMETER.
5� CMU PILASTER DETAILS
I J- #3 Z DOWELS
0.C. (TYP) SCALE: 3/4" 1 '-0"
@ 12 �N�-o
3 �A DEPTH OF PIT
I "777170ti S1 .0 AS REQUIRED
1.0 SLAB ON
2 - -_ BY ELEVATOR
CD GRADE
.< MANUFACTURER
4 -- SEE PLAN.
7 1 1 1 K�1�
L j I I A 'I
S1.0 4 . "--\ >< f
S1 .0
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40 8' Iel 8
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9-4
6x6 POSTSYP#2 OVER
(1 )SIMPSON ABU66 POST ANCHOR
16 <
12x12 CMU PIER PILASTERP
t 0 <0 4 4 .0 4 0 4 W/ /2 "Ox12" ANCHOR BOLT AND
SEE DETAIL 5/S2.2 12-16d COMMON WIRE NAILS
TYPICAL (2 PLACES) 6x6 POST
F3. )1i 8x8x5.5 HIGH
12 DEEP CONCRETE
CONCRETE PIER
Ln FOOTING. w/ #4@ 12" O.C.
� 613 F3.O�
E.W. TOP & BOT.
S1.0
E
GRADE
LEVATOR PIT DETAIL
U)
SCALE: 3/4" 1 '-0" 4
C)
1... 146
2 -0y)x2'-0p'x1f-0p'd
CUR
CONCRETE FOOTING
4 W/ 3-#4 EACH WAY
F 3.0'; 6x6 P.T. SYP#2
�-o POST, TYPICAL.
Ln
SEE DETAIL 9/S1.0.
(4 PLACES)
INCREASE FOOTING WIDTH 9 SECTION
CD
TO ACCOMIDATE WIDE CMU 'F3.0 ��o SCALE: 3/4 " = 1'-0"
WALL MIN. 8" EA. SIDE. 14 1--1 SIMPSON A35 FRAMING
40 CLIP AT BASE. ATTACH TO
CONCRETE w/4- 3/jr, "W/2 "
CONTINUOUS 8"
U-BLOCK BON�-��
BEAM w/1-#5 CONT.
ILL 1�1.0 TAPCON ANCHORS.
- --- --- -- 16 WIDE x 8" DEEP
PAD FOOTING w/2-#4 8" CMU WALL w/
j
#50 48" O.C. IN
CENTERED TO SUPPORT
S1.0
CURB S1.0 S1.0 SLAB ON GRADE,
GROUT FILLED CE
4B 4B S1.0 STAIR BOTTOM OF STAIR. LLS.
CURB STRINGERS zi - SEE PLAN.
SO.0-TRUSS PLACEMENT
SEE DETAIL 12 S1 .00 FOR GRADE I
... .. 'y SO.1-TRUSS PLACEMENT CONT
FOOTING AT BASE OF STAIRS 4GRADE
mt, Co S1.0-FOUNDATION PLAN
4'-0"x5'-0"x12" DEEP
CONCRETE FTG w/#4 @12" O.0
E.W. TOP & BOT. TYPICAL THICKENED S1.1-1ST & 2ND FLOOR PLAN
STEMWALL
SECTION FOOTING, SLAB, SEE S1.2-3RD & 4TH FLOOR PLAN
DETAIL 4B/S1.0.
3
FOUNDATION PLAN- -�O SCALE: /4 1 '_0" STEMWALL VERSION MONOLITHIC VERSION S2.0-GENERAL SPECS.
SCALE: 3/16" 1'-0" IAT CONTRACTOR OPTION, EITHER VERSION MAY BE USED] S2.1-STD. FRAMING DETAILS
/,�8 A/C SCREEN WALL S2.2-CMU. DETAILS
�Sj W,-_0j SCALE: NTS
TYPICAL WALL FRAMING
8" CMU WALL w/ #5 VERT. AND ANCHORAGE PER 1#4 EXTENDED Do not scale dimensions from these
w/ STD. 90* HOOK INTO FOOTING CONSTRUCTION SPECS. 3' EACH SIDE drawings.If a dimension is unclear
Z STEP,
refer to the Architectural drao4ngs or
Uj IGNED w/ WALL REINFORCMENT 2-#5 CONT. SEE ARCH. OF RECESS.
_j - - A 1 - 11 1 W - I
A OVE, SEE PLAN OR SCHEDULE 8" CMU WALL wl #5 VERT. SLAB ON (TYP-)
H J < FOR SPACING. w/ STD. 90' HOOK INTO FOOTING GRADE, STEP, SEE
IL 4q 8" CMU WALL w/ #5 VERT.
16- r-ALIGNED wl WALL REINFORCMENT < SEE PLAN. 4 ARCH. 4* & BEND DOWN INTO STAIR.
0 *4. w/ STD. 90* HOOK INTO FOOTING
LO Z ABOVE. SEE PLAN OR SCHEDULE 00 4 (4 M A X.) CONC. STAIRS SUBDIVISION
04 W ALIGNED w/ WALL REINFORCMENT EQUAL TO SLAB
C14 _j FOR SPACING.
SLAB ON GRADE, ABOVE. SEE PLAN OR SCHEDULE THICKNESS. ECONDARY POUR OCEAN BREEZE CGUR)T
TOP OF FOOTING CL Z FOR SPACING.
SEE PLAN. .0 t K
< 8"x1 6" 1-STORY, w/(2)#5 CONT. 6A 0 CURB 6B @ SLAB RECESS #4@ 18" O.C. LOT UNIT BLOC
GARAGE FLOATING SL - - I
Np__ - - DOWELS BEND
-STORY 7
8"x20.1 2 wA2)#5 CONT. 8" CMU STEMWALL w/ - - '!�
INTO STAIRS.
GRADE OR CONIC,
AT WALLS GREATER THEN #5 VERT. HOOKED INTO CUSTOMER PLAN NAME
MIN.
AND ANCHORAGE PER BEND 2'-0" INTO SLAB
\N SLAB, SEE PLAN. SEE ARCH. -_ q DESIGN/DRAWN/CHECKED
SLAB, SEE PLAN. 4'-0" HIGH, NOTIFY E.O.R. I SLAB ON TYPICAL WALL FRAMING FOOTING 0 40" O.C. 4
--s\ B STEP, THOMPSON BUILD.
FOR TEMPORARY BRACING GRADE OR CONC. r3 EARING AT INTERIOR N
LAYOUT PLAN. SEE PLAN. CONSTRUCTION SPECS. (TYP) GRADE
STEMWALL REINFORCEMENT X \..�.o AOB/ AG LAP
ZJ 1 1 SLAB ON STEP, SEE ARCH. PLAN. - &_ \�
SLAB ON
GRADE,
CMU 46 . & : DATE
COURSES REINFORCING 1#5 CONT. 7, 4- GRADE,
4 N\ A -4 ^ SEE PLAN. SEE PLAN. 03.14.06
I SLAB ON
I TO 6 #4 VERT, 048"O.C. ALT. FOOTING AT 4 C14 0
GRADE, :22
0 4
7 To 10 #4 VERT. 0 24"0.C. CONT. CONCRETE FOOTING BUILDERS DISCRETION. 41 -F SEE PLAN.
4 AS NOTED
11 TO 12 #4 VERT. 0 8"O.C. 16%20" 2-STORY, w/(3)#4 CONT. 20" 20" WIDE CONCRETE FOOTING
1 11 -\\\' \ TYP. FTG. EXTEND TYP. FTG 0
STEMWALLS OVER 6 COURSES TO 12 x30" w/(3)#5 20%20" 3-STORY, w/(3)#5 CONT. THICKENED EDGE (MIN. 12" DEEP AT LOW SIDE) 8%16" THICKENED WIDTH, SEE STAIRS & PROVIDE JOB NO.
HAVE TRUSS TYPE HORIZ. JOINT w/ 1-#5 CONT. w/3-#5 CONTINUOUS AND BAR w/ 2-#5 CONT. DETAIL 1/S1.0 #40 18" O.C. E.W. 67429
REINF. BETWEEN EVERY OTHER _8"X8"_ DETAIL A CHAIRS AT 48" O.C. 8"X16" 1-STORY, w/(2)#5 CONT. SHEET
COURSE, FILL CELLS SOLID. -I-
12"x12" DETAIL B 8"x2O" 2-STORY, w/(2)#5 CONT.
3
F4.0
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STEM WALL AND FOOTING 2 ONOLITHIC EDGE FOOTING r HICKENED SLAB MU BRG. FOOTING AT STEP-DOWN ONO. FOOTING AT STEP-DOWN ONCRETE STAIRS ON GRADE
(SIM. AT PORCH EDGES w/o WALL) \.�-o 0j It'.�-o SHEET 3 OF 9
2391 Ocean Breeze Court
UPUFT SUMMARY - - - - SYMBOL LEGEND "*****)
BRG. MEMBER NODE SUPPORT UPLIFT
TRUSS 171 B 2.2x6-SPF 8B/S2.0 INTERIOR LOAD BEARING WALL
. BM#8 B 3.2x8 SYP 8D/S2.0
BM#14 B 2.2x4-SPF (2)MTS1 2 �77__T_ 2x6 STUD WALL 0 16" O.C.
0 BM#15 B 3.2x4-SPF (2)HTS20+(2)H8 SW# SHEARWALL SEGMENT.
BM#17 A 2.2x8-SPF (2)HTS20 77� STEP, SEE ARCHITECTURAL PLANS L.
2x8 FLOOR BM#22 B 3.2x6-SPF 8A/S2.0 -_ -_ R 2/SO.O Q ____ - ---
FRAMING AT 5 12x16 CMU 2x8 FLOOR B 2.2x8-SPF (2)MTS12 ,��- _R SEE
16)) 0.C. S1.3 PILASTER w/4-#6 VERT. FRAMING AT 5 TRUSS E60 A 2.2x8-SPF 8A/S2.0 - - KEYED NOTE 2 FOR BALLOON FRAMING. Lou Pontigo and --
. SEE 1O/S1.0. 161, O.C. S1 .3 B 2.2x8-SPF 8D/S2.0 L * -4 CONVENTIONALLY STRAPED AREA, SEE 7/S2.0 Associates, Inc.
TRUSS E63 A 2.2x8-SPF (2)HTS20+(2)H8 .1 496 Osceola Avenue
. _.-,:.-.1. �.,A.:., ..,......, � .. ,. _ " I 1. .11:_1 ... ...... TRUSS E63 B 2.2x8-SPF 8D/S2.0 0 1 . . . Jax. Beach, Flodda 32250
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= = � ,j ELM L,7 1 ! _Lj ) ;, TYPICAL (2 PLACES) SOLID BLOCKING WITHIN THE FLOOR SYSTEM. FASTEN UPPER LEVEL
= I _ �� i 11 I ,-- -1 i
--:il- I r-- - =_:7_=_:7_=____=__ 1 11 r ----- . - I
- i I L�_ i i!
I . \ ,\ . - - ill OST QR TO LOWER LEVEL BEAM WITH (2)CS16
= � t - i / -_ _ - 1;1 -
_*_I I yl � \\ - , I ;
= : ,�,/ . I 'll,
= - i �0 i 11�11 fl( ,,"p,,, = 1!
; 1--�- _-__:!_-_--__-:�� r- ; I I
I = =____=___ �k", p/1 - I STRAPS AND FASTEN TO FOUNDATION w/ HTT16 U.O.N. ON PLAN
- = I- I"
I ; - I ,,;, . ,, =$,- i
= 1S1.1 = :N__ - I j;!
. I N : " I � I -_ � i
= = i = i = t ,!1 7. FOR BEARING WALL AND HEADER NOTES, SEE CONSTRUCTION SPEC.
. I - -_-_ , i Z/ :*
-4-- FOR BOLT SIZE & I 1w_ l = - ____1__j__. ____t4�_::__j__i
= ----,---------- - - _� I ______
___ , = I C-) --- Iti
=1 H BM#, -------------- ------- -------------- =
SPACING. : 1= i - I = C)
; - " , 1 - - - - ___ �
1 -------------�-,---------
- I I--------------.-- -=a: _______S1
=_I -__ , ___ , � = I � I ! - 8. ALL EXTERIOR WALLS ARE SW-3. INSTALL ONE ANCHOR PER
= i 1 1 ! - .
� � ! SCHED INGS. (UON)
z� ! , ____ --------,, i ULE, ADJACENT TO ALL DOOR AND WINDOW OPEN
= I= -_-,--_-�-__ L_::lF I
I" -- g -- - j : - -- -=--==-&::- ill
--A--I = : SEE PLAN NOTE 7. _,\� TRUSS A31 L� �E PLAN NOTE 7. .
I =1 "__� -
=1 - I __. I - - - __________4�4_-_=�--,
= = . ij - - - - - . - `, -- I� Flllllllllllllllllllllllll�
- I I i - ; / ; 9. TYPICAL BUILT-UP STUD/POSI AT ALL MUL11-PLY TRUSSES AND
- � I! I i 1
-1 11- i � , i i � BEAMS. PROVIDE A BUILT-UP POST COMPOSED OF MULTIPLE WALL
= i l I = ! ; I
=1 = i .; I � I i = ! i!
- I- 6x6 P.T. SYP#2 Ii ! - STUDS EQUAL TO THE NUMBER OF TRUSS OR BEAM PLIES. (U.O.N
pc I _v- I i ; i: I
t # ::I: I i - I 1!
= : � , - !:
= 11- - POST, TYPICAL. �:f I ! = i �'l
I -
-1 SIMPSON HGUS41 0 = I .i � I ; = I ii
I �� t i ill KE)(ED PLAN NOTE,5:(APPLICABLE ONLY IF REFRENCED ON PLAN.)
- I I !:,
- = � (4 PLACES) : i = H
= j - . i N
= I I ; 1. PROVIDE (2)FULL HT KINGS & (2)JACK STUDS EA. SIDE OF EACH
= = ! -!!!: . , I il
-
� --:;7- 1__ -__--.-- - nx_/l = 11 / \ / ; ��i OPENING. EACH JACK STUD TO HEADER w/MSTA24. AT GROUND FLOOR
- i;\ ; i.,
= ; = I , �- --;-!
- \ / I � / \ / _.�__-----,
i - ; I !I (IF THREADED ROD IS NOT POSSIBLE) FASTEN JACKS TO BOTTOM PLATE \1�11 �
______ __ -i J ! I
=1 = l = I 11 `___________ ; i
=I I- - \ / I � \ / \ / !;! �����
= - i �
= I= ------.--_____ -___ -I :�__ \ / � ;.! w/SPH4/6 & '/2"O ANCHOR BOLT TO BE PLACED WITHIN 4" OF JACK
__j 1 \ / \ / I -7.1i
- : .0 t = I : 1 , I
-;--I :i_- j \ / I \/ ___� GROUP. AT ELEVATED FLOORS, FASTEN JACKS TO WALL FRAMING
i = \/
_� = . I.!
I
I BM#2 =___ ______._-- ____ i X X " . . BELOW w/ (2)CS16.
i = I -.&- - :��
-_7_ - - - - ___",\,---- i ; �6 ('SHEET INDE )
.. '.7 ... ...,r.... r . _ =______ H
_ . i
.. �..........I........"......-.%'.'.'.'.7'r-.-,'..".-.-.-.W7... .,.*." -- __ --�!_- MING NOTES %�_ ----..4 i /\ /\ - ,___
. .1r.. ....... .. ....... ............ ..... .. ... � �._ - =
. �� ;!�i --.-----------!�\ ___ = I
..
---------- ____ I
.. ............................... ........... ____ ,� 'p ![I
- I I 14t-I.I.: �!�� !.!
_ �..... ... 1,V - ____!li -TRUSS PLACEMENT
I.tl.[".**..**.*..'..'.*..*.".*..'..'..'..*..,..*..'................................................................I......,....... ----_--- - 4 = I
=. , .....I.................... ...............15_ _'-'.,. 1 ____ ___ �, ,% - I SO.0
...... ... ! =
-W_I ""*""'-'.'�-l"".,�l;"�*11 I I....11-1 -1-1...... ;..r-... I-- It, / \\ � / \ / \ .,.--------,------ 2. PLACE GABLE END TRUS TO THE INTERIOR FACE OF BALLOON
, ..... _.;I�w 1.�....... �n_ . -__-___ _-__--_ _-__--__ --,-- __-____ j,� �,�
. ....!!"�_,. ..;;� "/ ,
.��....... . -
. .. .. .
-
,.%,...%,.,.I.................. ............... --.-- -.--- _ fl, \\ - !li
N ........ .......... ...I........ .. ...... ...... i
........ .......... ...I.......... .I.... ...... i I ------------ .':
............................. ................. i (2)MSTA24 w/9-10d EACH END ��,/ I / \ / \ = !I FRAMED WALL AND FA -
................................. .............. ............ _ ------- - -i t! I 1<� � . N
. ... / \' 11 =
. .....I.. ........ . .... . � � i / \ / \ BALLOON FRAMED WALL STUDS w/ 2-12d COMMON WIRE NAILS AT EA.
...... ...... ,. - !,�
.. �::�'.*.'.'.'.'.'.'-*-.'-'-.'-'. =_____________1
............I... M....IF ......I...... 1",
................,............... 1. = , 1: ,-__�_ -
.... .... I ... ,�
...'... ................................................ , , I . -WI: i , STUD. FASTEN GABLE END TRUSS w/ SIMPSON H8 AT EACH END.
* ...... ...... �it- -- _ - ii BEAM TO WALL FRAMING / \
. ..... ........ � .1 l - __ ____ � � !
.......... ....... .. ..... ........ ..... ................ i ! -_ -,--
24x28 CMU *.*.*-*.".'.'.'.' .'.'.'.'.'.'."'.'................................................I......... �;� ii� __:_-�_-�-:_.l:___________�'11�illllilllfll ---------------.'I; S1.0
... ,........................ .. �_ - - - - .,; - ______ __ - __ __ - CONVENTIONALLY STRAP WALL U.O.N.
.,.,.,.,. ........ ..................%'.'.%%j%%%%`%%%'-'- �;1:
�11 .j! SEE DETAIL 3/S2.0 FOR CONNECTION
PILASTER, i:I !1! P11111111HI
; :
�0__----_____ - ii, S1.1-1ST & 2ND FLOOR PLAN
SEE 5/S2.2. 'I il� UPPER POST TO LOWER POST (MULTI-STORY 3. SHEATH WALL FULL HEIGHT DOWN TO FLOOR FRAMING KFOW ROOF
Sim ��i li DECKING.
2 SEE ARCH I TE CTU R AL'_FOR____TOP (2)CS16 w/9-8d TO EACH END / S1.2- N
2xl 2 FLOOR S1.3 OF CMU WALL ELEVATIONS / 4. HIOF OR H12F SYP#2 BEAM wl '/2" CDX PLYWOOD FLITC GLUED & S2.0-GENERAL SPECS.
FRAMING AT FRONT ENTRY & MAIN FRONT NAILED w/ 3-ROWS OF 12d COMMON WIRE NAILS 0 6" O.C. (STAGGER
24" O.C. EA. END OR FROM EA. SIDE) S2.1-STD. FRAMING DETAILS
THEN REMAINDER OF HOUSE. HTT16 w/1 -3/4" ROD TO FTG. I 1 5. PROVIDE SPF#2 SOLID BLOCKING AT 24" O.C. BETWEEN THE GABLE END S2.2-CMU, DETAILS
FRAMING PLAN- TRUSS AND THE FIRST INTERIOR TRUSS (TO MATCH TOP AND BOTTOM
�� SCALE: 3/16 it = V-0)I / CHORD DEPTHS). INSTALL AN INFILL 2x4 SPF#2 STUD WALL ALONG THE
: RAKE OF THE TOP CHORD AND FASTEN THE INIFILL WALL PLATES DIRECTLY
1. BEAMS AND TRUSSES INDICATED ON THIS PLAN ARE ROOF TO THE BLOCKING ALONG BOTH THE TOP AND BOTTOM CHORDS w/3-12d Do not scale dimensions from these
FRAMING MEMBERS. COMMON WIRE NAILS AT EACH INTERSECTION. drawings.If a dimension is unclear
i� refer to the Architectural drawings or
FIRST FLOOR FRAMING PLAN i 6. CURVED WALLS SHALL BE CONSTRUCTED OF' STUDS AT 12" O.C.
- � contact the E.O.R.
i 2. (�) INDICATES NODE OF FRAMING MEMBER, SEE LOAD / SHEATHED WITH 3/." CDX PLYWOOD INSTALLED WITH THE STRONG AXIS
SCALE: 3/16" = V-131" 1� PATH-UPLIFT/SUPPORT SCHEDULE THIS SHEET. ;/f VERTICALLY ON BOTH THE INTERIOR AND EXTERIOR SURFACES OF THE
I
1. BEAMS AND TRUSSES INDICATED ON THIS PLAN ARE t /I WALL. FASTENING SHALL BE WITH 8d COMMON WIRE NAILS 0 6" O.C. EDGE
SECOND FLOOR FRAMING MEMBERS. i 1 3. REFER TO PLAN NOTES AND KEYED NOTES AT RIGHT FOR /), AND FIELD. HEADERS SHALL BE CURVED PLYWOOD BEAM MINIMUM OF 24" SUBDIVISION
�� I/ DEEP GLUED AND NAILED PER SHEATHING SPEiCIFICATIONS. r0C R)T
� PLAN SPECIFICS. 1
2. (�) INDICATES NODE OF FRAMING MEMBER, SEE LOAD ,"I ,11? 7. OVERFRAME GABLE PONY WALL OVER ROOF TRUSSES. PROVIDE 2x4 LOT UNIT BLOCK
PATH-UPLIFT/SUPPORT SCHEDULE THIS SHEET. ',��', 4. BUILT-UP POST SHOWN ON PLAN ARE MINIMUM AND MAY I BLOCKING BETWEEN TRUSSES 0 24" O.C. FASTEN BLOCKING EA. END 7
1\ BE INCREASED TO CORRESPOND WITH STUD WALL SIZE ;/� P. ANCHOR WALL TO FRAMING PER SCHEDULE 7/S2.0.
3. REFER TO PLAN NOTES AND KEYED NOTES AT RIGHT FOR \ SELECTED. / 8. WALL SEAT FRAMIN , PROVIDE (2)2x4 BLOCKS BETWEEN TRUSSES THOMPSON BUILD.
! I
I
PLAN SPECIFICS. \ 1;, FASTENED EA. END w/ (2)A35 CLIPS TO SUPPORT WINDOW SEAT. DESIGN/DRAWN/CHECKED
\\ 5. ALL EXTERIOR WALLS ARE SW-3. INSTALL ONE ANCHOR. /�, 9. CONVENTIONALLY FRAME HIPS AND RIDGES WHERE NOTED ON PLAN AOB/ AG /LAP
4. BUILT-UP POST SHOWN ON PLAN ARE MINIMUM AND MAY CENT TO ALL DOOR & WINDOW �', PROVIDE (2)2x4 SYP#2 KING POST FASTEN TOP AND BOT. w/ (2)HTS20. DATE
BE INCREASED TO CORRESPOND WITH STUD WALL SIZE OPENINGS. (U.O.N.) . I 10. FASTEN POST TO FRAMING BELOW w/ (2)CS16 OR (2)MSTA30 STRAPS, 03.14.06
SELECTED. I r SCALE I
�\ 1 R MINIMUM EXTERIOR BEARING WALL 11. PROVIDE INTERMEDIATE JACK STUDS BETWEEN OPENINGS. EACH SNOTED
5. ALL EXTERIOR WALLS ARE SW-3. INSTALL ONE ANCHOR, VICHEDULE IN COMPLIANCE WITH FBC-R TABLE R301.7. I 3k1p_y, 'S'�UID TO VAENDER */"S-�A,14, N",3 -m ,�quswlmc' 'B�_%_0\14 \N1 3Q)�� "Q�.
PER SCHEDULE, ADJACENT TO ALL DOOR & WINDOW (2)CS10 STRAPS. �, - - 67429
OPENINGS. (U.O.N.) 7. PROVIDE 3 REINF. FILLED CELL DIRECTLY BENEATH 1 .7 SHEET
6. REFER TO SO.0 FOR MINIMUM EXTERIOR BEARING WALL SUPPORTED MEMBER j
SCHEDULE IN COMPLIANCE WITH FBC-R TABLE R301.7. a
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\1, '� 1 2391 Ocean Breeze Court SHEET 4 OF 9 I
.
SYMBOL LEGEND
2 2x12 P.T. FLOOR - WOOD BEAM OR TRUSS
S1.3 FRAMING AT LOAD PATH-SUPPORT/UPLIF7 SUMMARY INTERIOR LOAD BEARING WALL
24" O.C. BRG. MEMBER NODE SUPPORT UPLIFT
RAILING BY OTHER TRUSS 171 B 2.2x6-SPF 8B/S2.0 2x6 STUD WALL @ 16" O.C.
BM#8 B 3.2x8 SYP 8D/S2.0 SW# SHEARWALL SEGMENT.
.... .................... ............................. .......................
BM#1 4 B 2.2x4-SPF (2)M TS1 2
.... .......... .. .... ........ ..........*.................. . STEP, SEE ARCHITECTURAL PLANS
............ . .......*.. .................
................... .. ................ ... .......... ............. BM#15 B 3.2x4-SPF (2)HTS20+(2)H8
........ ........
... ....... ....... ................ .*...............
........... .......... ....... ... .......... ...
. ...............
............ . . . ................. ..... �0' ,
... . .......
2.,
. ...... .........
. ..............
q.. BM#1 7 A 2.2x8-SPF (2)H TS20 BRACE GABLE END PER 2/SO.O Q_R SEE
.17 ...............
.......... ........ .......... ...
............... ................ ........ . .........................
............ . .. .... .. ..... ........ ........ ...I...... ............ KEYED NOTE 2 FOR BALLOON FRAMING.
-SPF 8A/S2.0
.................... . ........ ...
....... . .......... ....... ............ .......... BM#22 B 3.2x6 Lou Pontigo and
......... ......... ..... oci
.. ................ .......... .....
................
................. .. ....... ....... .
.. .......... ......... .......... .. .... ....................
... .......... ..... .I.. .. .......... -SPF (2)M TS11 2
.......... ... .......... . ,.'%., ........... .......... ......
...... .......... ....... . .......... .......... ............... ...... TRUSS F54 B 2.2x8
.. ............. ....... ..... ....... .......... CONVENTIONALLY STRAPED AREA, SEE 7/S2.0
... ...... ......... ....... .. ............... .. .......... Ass ates, Inc.
......... .......... .......... ....... ......... ..... � .SEE 4/S1 .3
.... .......... .... . .... ;%v:%�*.,.,.,.,.*.*.'.'.'.'.'.'.'.'.'.'.*.*-*.%*-'-*-%'-'-'-'-'-'-'-'- ...... i
....... .. ... ....... TRUSS E60
W .......... A 2.2x8-SPF 8A/S2.0 496 Osceola Avenue
............ ..... ....I..... ..........
. ........... ......
. ....... ......... .... ..........
............. ..... ....... PdRTAL FRAME
... .......... ... ..... ..... ... ....Im. ................. ........... TRUSS E60 8 2.2x8-SPF
'' ...X. .... 11-1 .,.,.,.,., i! X
........... . .......... . . ................
... .. .................... ..... ... ............... 8D/S2.0 Jax. Beach, Flodda 32250
..........
.......... ....... . .......... W,
DETAIL EACH END BM# BEAM, PER TRUSS PACKAGE, U.O.N.
............ .. .......... 4� TRUSS E63 A 2.2x8-SPF 2 HTS20+ 2 H8 X. -
. ......... 1.3 .
....... (TY
PICAL).
................ ...... CA#8344
............
.... ... ...... .. . ............ TRUSS E63 B 2.2x8-SPF 8D/S2.0 FB# FLOOR BEAM, PER TRUSS PACKAGE, U.O.N.
BM#1 7 ...... ............ ....... ..... ......... -------- ----------
2.2x8
............................
00 /�SW-3 L, TRUSSE65 A -SPF (2)HTS2O+(2)H8
...................
.............. . P
H# HEADER, SEE SCHEDULE BELOW. CONTACT US WrrH YOUR COMMENTS
......... .......... .....
. ..................
....................................
....... .......
.............................
......... IV.%-'-*.'.*-'-'-'- . _--fE tOMMENTS@LP-A.COM
... ................
....... ... ..
AW ..............
-4------------------- BUILT-UP POST WITHIN THE WALL, SEE
v\j
N111111AIIIII m
LOADING CHART NOTES: THESE BEARING NODES CORRELATE WITH
PLAN AND SUPPORT CALLOUT
THE TRUSS PROFILES AND HAVE BEEN RE-LABELED AS A,B,C,D,...,
LOCATE SPECIAL BEAM
FROM LEFT TO RIGHT. THE NODE LABELS GIVEN IN THE TRUSS
3 DAIECTLY BENEATH SW
ENGINEERING HAVE BEEN DISREGARDED.
A80 TT20B (SIMPSON) OR PROVIDE
L
VE.
POST FROM 1.3
SPH4/6 w//2" ANCHOR BOLT HDQ8 (SIMPSON)
L064TE SW-1 DIRECTLY
ABOVE. SEE 'J 0
4" FROM STUD.
f Ln i ABQVE SPECIAL CONVENTIONAL
KEYED SEE 4/S1 .2 CONNECTION UPLIFT (LBS)
STRAPPED BEAM BELOW.
NOTE 10. PORTAL FRAME DETAIL HTT16 (SIMPSON) PA51 (SIMPSON)
(1)H8 < 745
_QR (2)H 3
V) EACH END (TYP.) CONNECTION TO
DBL, TOP PLATE (2)H8 < 1490 HTT22 (SIMPSON) X THREADED ROD
ALL HEADERS
�LR <
SIGNATURE IS IN BLUE INK
X/
ALL HEADERS (2)HTS20 < 2900* PHD2 (SIMPSON)
"1k_ �p0_BM.t2- - A HTS20 (SIMPSON)
C/) I`__----__j
4 i 1 1 '��y (2)MTS12 2000 VALID 01-ILY WHEN
ARE H6; U.O.N.
ls� C6 Al HEADER
"XI POST
(4)PLY 13/4%16"
ARE H6; U.O.N.
(2)HTS20+(2)H8 < 4390*
LVL-BEAM.
*PROVIDE 1/2"o ROD ADJ. TO CONNECTORS
74
HEADER SCHEDULE (MINIMUM SIZE)
(REVISIONS By
H it
NQM TRUSS CONNECTIONS SHOWN ON PLAN SHALL SUPERSEDE
It MAXIMUM JACK KING
TABLE. AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO SYMBOL HEADER
-------- OPENING STUDS STUDS
AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING TWO
STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY
H6 (2)2x6 41-491 1 1
POST TO MATCH _P0S-_T__--T0__M_A tCH ACROSS DBL. TOP PLATE FROM EA. OTHER.
H8 (2)2x8 6'-4 2
�qST ABOVE. POST ABOVE.
H10 (2)2xlO 8 4 1 3
Tf�U\SS E60 x H12 (2)2x12 10'-4" 2 3
L J
3-i __j
H9.25 (2)9.25" LVL PER PLAN 2 3
Ti
LVL 2 3
H1 1.88 (2)11.88' PER PLAN
------------
H1 4.00 (2)14.00" LVL PER PLAN 3 3
LVL 3 3
7 7- rA H1 6.00 (2)16.00 PER PLAN
3
L
TR , SS_ t3
Ix
LIJ
7
TYPICAL PLAN NOTES:
/A
1. BEAMS & HEADERS SUPPORTING ROOF FRAMING (EITHER DIRECTLY
OR THAT SUPPORT AN UPPER LEVEL WALL THAT SUPPORTS ROOF
TRUSS E65
FRAMING) SHALL BE SUPPORTED BY (3)2x SPF#2 TO MATCH WALL
n)
t11 fl t[11M t]tI I I
x:1 TI: DEPTH (U.O.N.). FASTEN BEAM TO POST WITH (2)HTS20. FASTEN POST
<
Q0
TO FOOTING w/ HTT16, THESE SIMPSON FASTENERS MAY BE OMITTED IF
THE BEAM PASSES BELOW THE CONTINUOUS DOUBLE TOP PLATES AND
C) L
:D A THREADED ROD IS WITHIN 6" OF THE SUPPORT POST.
X,
POST TO MATCH:
V)
co POST ABOV'L. 2. SEE 4 S2.1 FOR ATTACHMENT OF INTERIOR SHEARWALL TO FLOOR
cc
I Cn A_ "E"!
i
i AND DETAIL 5/S2.1 FOR ATTACHMENT TO THE ROOF.
CN
x
3. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN
E4
TRUSSES, SEE ALT C. OF 5/S2.1 (TYPICAL)
2x8 STUD WAI L
L
FULL HEIGHT JJ*
�2-1- 4. FOR GENERAL UPLIFT REQUIREMENTS, SEE ANCHORING SYSTE IN
CONSTRUCTION SPECS ON S2.0.
__J
U)
J1 __j
r9'B_� 5. CHIMNEY FRAMING (IF APPLICABLE), SEE DETAILS 15 & 16/S2.1.
SW-3
S2.1
6. 'POST FROM ABOVE' WHEN NOT BEARING ON BEAM, INDICATES THAT
e9 B_�'�\ V)
:j! THE SAME SIZE AND SPECIES POST SHOWN ON THE 2ND FLOOR SHALL
i I V)
T__
BE PLACED ON THE 1ST FLOOR ALIGNED w/ THE UPPER POST, PROVIDE
�S 2.1) V)
SOLID BLOCKING WITHIN THE FLOOR SYSTEM. FASTEN UPPER LEVEL
POST TO LOWER LEVEL POST QR TO LOWER LEVEL BEAM WITH (2)CS16
STRAPS AND FASTEN TO FOUNDATION w/ HTT16 U.O.N. ON PLAN
7. FOR BEARING WALL AND HEADER NOTES, SEE CONSTRUCTION SPEC.
-SEE KEYED SW SW-3
C)
S1 .3 NOTE 3. 8. ALL EXTERIOR WALLS ARE SW-3. INSTALL ONE ANCHOR PER
SCHEDULE, ADJACENT TO ALL DOOR AND WINDOW OPENINGS. (UON)
IMPORTANT FRAMING NOTEH!: 9. TYPICAL BUILT-UP STUD/eOS AT ALL MULTI-PLY TRUSSES AND
BEAMS, PROVIDE A BUILT-UP POST COMPOSED OF MULTIPLE WALL
AT ALL CONDITIONS WHERE THIRD
STUDS EQUAL TO THE NUMBER OF TRUSS OR BEAM PLIES. (U.O.N.)
FLOOR EXTERIOR FRAME WALL ALIGNS
OVER CMU WALL BELOW, FRAME WALL KEYED PLAN NOTES (APPLICABLE ONLY IF REFRENCED ON PLAN.)
MUST BE SET BACK 5/8" SO THAT 1. PROVIDE (2)FULL HT KINGS & (2)JACK STUDS EA. SIDE OF EACH
OPENING. EACH JACK STUD TO HEADER w/MSTA24. AT GROUND FLOOR
FACE OF SHEATHING ALIGNS WITH
CONCRETE BLOCK WALL BELOW. (IF THREADED ROD IS NOT POSSIBLE) FASTEN JACKS TO BOTTOM PLATE
w/SPH4/6 & '/2"0 ANCHOR BOLT TO BE PLACED WITHIN 4" OF JACK
GROUP. AT ELEVATED FLOORS, FASTEN JACKS TO WALL FRAMING
BELOW w/ (2)CS16.
rSHEET INDE�
SO.0-TRUSS PLACEMENT
2. PLACE GABLE END TRUSS TO THE INTERIOR FACE OF BALLOON
FRAMED WALL AND FASTEN TRUSS TOP & BOTTOM CHORDS TO SO.1-TRUSS PLACEMENT CONT
BALLOON FRAMED WALL STUDS w/ 2-12d COMMON WIRE NAILS AT EA.
THIRD FLOOR FRAMING PLAN- STUD. FASTEN GABLE END TRUSS W/ SIMPSON H8 AT EACH END. S1.0-FOUNDATION PLAN
SCALE: 3/16" = V-0" CONVENTIONALLY STRAP WALL U.O.N.
1. BEAMS AND TRUSSES INDICATED ON THIS PLAN ARE FOURTH FLOOR FRAMING PLAN 3. SHEATH WALL FULL HEIGHT DOWN TO FLOOR FRAMING KFORE ROOF S1.1-1ST & 2ND FLOOR PLAN
DECKING.
SECOND FLOOR FRAMING MEMBERS. SCALE: 3/16 1 9_0$$ 4. H10F OR H12F SYP#2 BEAM W/ '/2" CDX PLYWOOD FILITCH CLUED S1.2-3RD & 4TH FLOOR PLAN
2. (A')i INDICATES NODE OF FRAMING MEMBER, SEE LOAD 1. BEAMS AND TRUSSES INDICATED ON THIS PLAN ARE ROOF NAILED W/ 3-ROWS OF 12d COMMON WIRE NAILS 0 6" O.C. (STAGGER S2.0-GENERAL SPECS.
v_1j FRAMING MEMBERS. FROM EA. SIDE)
PATH-UPLIFT/SUPPORT SCHEDULE THIS SHEET. S2.1-STD. FRAMING DETAILS
2. A INDICATES NODE 0 FRAMING MEN/413ER, SEE LOAD 5. PROVIDE SPF#2 SOLID BLOCKING AT 24" O.C. BETWEEN THE GABLE END S2.2-CMU, DETAILS
3. REFER TO PLAN NOTES AND KEYED NOTES AT RIGHT FOR PATH-UPLIFT/SUPPORT SCHEDULE THIS; SHEET. TRUS AND THE FIRST INTERIOR TRUSS (TO MATCH TOP AND BOTTOM
PLAN SPECIFICS. CHORD DEPTHS). INSTALL AN INFILL 2x4 SPF#2 STUD WALL ALONG THE
RAKE OF THE TOP CHORD AND FASTEN THE INFILL WALL PLATES DIRECTLY
3. REFER TO PLAN NOTES AND KEYED NOTES AT RIGHT FOR TO THE BLOCKING ALONG BOTH THE TOP AND BOTTOM CHORDS w/3-12d Do not scale dimensions from these
4. BUILT-UP POST SHOWN ON PLAN ARE MINIMUM AND MAY PLAN SPECIFICS. COMMON WIRE NAILS AT EACH INTERSECTION. drawings.If a dimension is unclear
BE INCREASED TO CORRESPOND WITH STUD WALL SIZE 6. CURVED WALLS SHALL BE CONSTRUCTED OF STUDS AT 12" O.C. refer to the Architectural drawings or
SELECTED. 4. BUILT-UP POST SHOWN ON PLAN ARE MINIMUM AND MAY SHEATHED NTH Ya" CDX PLYWOOD INSTALLED WITH THE STRONG AXIS
BE INCREASED TO CORRESPOND WITH STUD WALL SIZE VERTICALLY ON BOTH THE INTERIOR AND EXTERIOR SURFACES OF THE
5. ALL EXTERIOR WALLS ARE SW-3. INSTALL ONE ANCHOR, SELECTED. WALL. FASTENING SHALL BE WITH 8d COMMON WFIRE NAILS 0 6" O.C. EDGE
PER SCHEDULE, ADJACENT TO ALL DOOR & WINDOW AND FIELD. HEADERS SHALL BE CURVED PLYWOOD BEAM MINIMUM OF 24" SUBDIVISION
OPENINGS. (U.O.N.) 5. ALL EXTERIOR WALLS ARE SW-3. INSTALL ONE ANCHOR. DEEP GLUED AND NAILED PER SHEATHING SPECIFICATIONS. r0CEAN BREEZE COURT)
PER SCHEDULE ADJACENT TO ALL DOOR & WINDOW 7. OVERFRAME GABLE PONY WALL OVER ROOF TRUSSES. PROVIDE 2x4 LOT UNIT BLOCK
6. REFER TO SO.0 FOR MINIMUM EXTERIOR BEARING WALL OPENINGS. (U.O.N.). BLOCKING BETWEEN TRUSSES 0 24" O.C. FASTEN BLOCKING EA. END 7
SCHEDULE IN COMPLIANCE WITH FBC-R TABLE R301.7. w/SIMPSON A34 CLIP. ANCHOR WALL TO FRAMING PER SCHEDULE 7/S2.0. CUSTOMER PLAN NAME
t # 6. REFER TO SO.0 FOR MINIMUM EXTERIOR BEARING WALL 8. WALL SEAT FRAMIN , PROVIDE (2)2x4 BLOCKS BETWEEN TRUSSES THOMPSON BUILD.
SCHEDULE IN COMPLIANCE WITH FBC-R TABLE R301.7. FASTENED EA. END w/ (2)A35 CLIPS TO SUPPORT WINDOW SEAT. DESIGN/DRAWN/CHECKED
9. CONVENTIONALLY FRAME HIPS AND RIDGES WHERE NOTED ON PLAN AOB/ AG /LAP
PROVIDE (2)2x4 SYP#2 KING POST FASTEN TOP AND BOT. w/ (2)HTS20. DATE
03.14.06
10. FASTEN POST TO FRAMING BELOW w/ (2)CS16 OR (2)MSTA30 STRAPS. SCALE
11. PROVIDE INTERMEDIATE JACK STUDS BETWEEN OPENINGS. EACH UN*ItkA S N 0 T E D
w"K NC3 lxw� NA1 3(DIB N�D.
(2)CS10 STRAPS. r 67429
SHEET
\-I I F1 E_I'
(x
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!F
S12
2391 Ocean Breeze COurl SHEET 5 OF 9
UPPER BEAM
WALL SHEATHING, SEE
STUD WALL, SEE CONSTRUCTION 2x6 STUD 41 WALL. EXTEND SHEATHING
CONSTRUCTION WALL. 2x12 PT 0 16" O.C. SITE BUILT FULL HT. DOWN TO
SPECIFICATIONS.
SPECIFICATIONS. LATER TRUSS/PONY WALL P.T. PLATE ON CMU.
FLOOR DECK, SEE
8d NAILS TO FLOOR TRUSS. OVER CMU WALL @ EDGE.
(2) SIMPSON CONSTRUCTION
LEDGER @ 3 0.C. DESIGN BY H3 AT EACH
SPECIFICATIONS. FLOOR TRUSS. 0
Ld
SIMPSON CS16 _// OTHERI FLOOR JOIST.
DESIGN BY V)
<
@ 16 0.C. -=-I 2x12 @ 16" O.C.
ROOF DECK, SEE OTHERI
CONSTRUCTION CONT. 2x12 RIM
BEND STRAP UNDER __/ SPECIFICATIONS. BOARD (TYP)
TOP CHORD OF GIRDER ou on i o an
SHEATHING,
CONSTRUCTION Associates, Inc.
2x4 BLOCKING BETWEEN SPECIFICATIONS. 496 Osceola Avenue
GIRDER TRUSS WEBS BEAM#2. SIMPSON LUS210 JOIST Jax. Beach, Fladda 32250
2x6 BLOCKING BETWEEN EA.
FOR ATTACHMENT OF 2'-10" MAX.
Ph.242-0908 Fox.241-9557
TRUSS. ATTACH TO GIRDER SINGLE 2x8 P.T. SYP #2 TOP PLATE HANGER w/ 8-10d
WALL SHEATHING. SIMPSON LUS210 JOIST CA# 8344
W A.B. w/ 2"x2"xl/8" TOHEADER &
TRUSS w/3-16d NAILS AT EACH HANGER w/ 8-10d 2x8 SPF#2 @ 2 "0 X 10 IV 4-10d TO JOIST.
FRAMING INTERSECTION. (MIN. 1) PLATE WASHERS @ 24 O.C.
TO HEADER 16 0.C. (TYP. CONTACT US WTH YOUR COMMWS
GIRDER TRUSS 6-16d BETWEEN EA. TRUSS) 4-10d TO JOIST.
M SPF#2 @ 2x1 2 SYP#2
2 SECTION 16 0.C. (TYP. LEDGER CONTINOUS
GIRDER/WALL TRUSS w/KNEEWALL SCALE: '/4 1111-011 K003 DETAIL
��3 SCALE: 3/4" 1 '-0" \11�3 SCALE: 3/4 1 —0 IV
EXTEND HEADER 4 —0"
(2) SIMPSON MST160 STRAPS, TO FAR SIDE CMU WALL
EACH END, CONTINUOUS DOWN OF WALL.
OPPOSITE FACE ABOVE AND Y ND. VALID ONLY WHEN
BELOW BOTTOM OF HEADER. 1 ROW 10d COMMON WIRE SIGNATURE IS IN BLUE INK
IV AND RAISED SEAL
NAILS @ 4 O.C.
5/ 0 PROVIDE DOUBLE 2x4 SYP#2
8 THREADED ROD, SEE NAIL ENTIRE CORNER 3 1)
CONSTRUCTION )1 /4 T&G PLYWOOD, GLUE SOLID BLOCKING BETWEEN FLOOR
SPECIFICATIONS. ZONE AT 3 0.C. AND FASTEN wl 10d COMMON TRUSSES FOR ATTACHMENT OF rREVISIONS B Y)
BOTH WAYS. WIRE NAILS @ 6 of O.C. EDGE FLOOR DIAPHRAGM. BUILD—UP
WALL SHEATHING, PLYS. AND ATTACH TO DBL.
EACH SIDE. PORTION TO BE AND 6" OC FIELD (SEE PLAN
REMOVED. FOR ADDITIONAL NAILING REQ'MTS LEDGER w/12d COMMON @ 4" TORCH DOWN
NAIL ENTIRE CORNER O.C. STAGGARD.
WATERPROOFING &
ZONE A T 3" 0.C. SYSTEM 42 PRE—ENGINEERED TILE, BY OTHERS.
BOTH WAYS. FLOOR TRUSSES SEE FLOOR
FRAMING PLAN
CORNER SHEATHING 2x8 PT @ 16" O.C. FLOOR SHEATHING
(4)2x4 MIN. PER CONSTRUCTION
(SINGLE PIECE) DETAIL 1 7 7 7 _7 SPECIFICATION.
(4)2x— STUDS, SEE V
411 DETAIL A—A- FOR 2x8 RIM BOARD
0
CONFIGURATION.
-5/8 OTHREADED JS
ROD.
0
- - - - --- - SIMPSON LUS28 JOIST 8x16 CMU LINTEL
DE (2) 2"xl 2 P.T. SYP#2 HANGER w/ 8-10d w/ 2—#5 TOP &
"A, A—A LEDGER w/ 5/8 "0x10" ANCHOR TO HEADER & BOT (TYPICAL)
EDGES NAILED 8d NAILS @ 31, O.C. BOLT @ 12" O.C., STAGGERED 4-10d TO JOIST. Ul
wl 8d NAILS AT AT EACH STUD.
3" O.C. TO EACH
---1 .00 SIMPSON MTSM16 TWIST
o"'I-10 STUD THROUGHOUT DETAIL A-A
PORTAL. (2)2x8 P.T. SYP#2 LEDGER STRAP w/ 4— /4 "x2'/4
wl 5/8 "0x10" ANCHOR BOLT TITEN SCREWS TO CMU
1)
@ 16 O.C. STAGGERED. LINTEL & CMU LINTEL &
7-10d TO WOOD JOIST.
SECTION CD
S1 .3 SCALE: 3/4 1 0" Cn
4 DOOR ,, PORTAL FRAME
S1.3 SCALE: 314 11-01) 8x12 CONC. BEAM
w/ 2—#5 TOP & BOT.
1pc SIMPSON L50 STAINLESS & #3 TIES 0 8 1) 0.C'
STEEL ANGLE EACH SIDE w/ SEE 8/S1.3
8-10d STAINLESS STEEL NAILS
FOR ATTACHMENT OF DIAPHRAGM 9 0" BRG
—rih --- -------- ----------------------- --------- ------ ---- --------
PROVIDE DBL. 2x4 SYP#2 BLOCKING
TOP OF CMU
2x10 P.T. SYP#2 LEDGER BETWEEN FLOOR TRUSSES. ATTACH 8'-0" HDR. ------------
I IV
I ----.--TT--7--
\ 1 4 -- -- --
W/5/1 OX9 STAINLESS ST-EEL
8 TO DBL. LEDGER w/12d COMMON @3RD FIN. FLR—. F
ANCHOR BOLT @ 24 O.C. AT 4" O.C. STAGGARD.
#5!
BILINL�
It
V
it JN�
5/ EN
8
I�HOOK�D
CDX PLYWOOD ROOF SHEATHIING, �!ULL T!
(1 ) ROW 10d @ 4" O.C.
( SHEET IN
FASTEN w 8d COMMON WIRE NAILS
-fNTCr—T'OP1 BOND BEAM ! DEX
f i
FLOOR DECK, SEE I
YPICAL A
@ 4" O.C. EDGES AND 4" O.C. FIIELD J ND
CONST. SPECS,
all t SO.0–TRUSS PLACEMENT
2#5 BUNDLED
SO.1-TRUSS PLACEMENT CONT
12
CENTERED IN CELL
SEE I S1.0-FOUNDATION PLAN
FULL HEIGHT & HOOKED
ARCH
INTO TOP OF BOND BEAM
TYPICAL AT EA. END
OF EA. PIER.
t S1.2-3RD & 4TH FLOOR PLAN
it
S2.0-GENERAL SPECS.
TYPICAL 8x16 CMU
—#5
S2.1-STD. FRAMING DETAILS
t LINTEL w/ 2
FLOOR TRUSS 9 -4 3/4" A.F.F. -Ij i
OR JOIST. I t TOP & BOT.
LB-1 @,3RD FIN, FLR. i it
LIN TEL. + S2.2-Cli DETAILS
(2)2x12 P.T. SYP#2 8'-0" BRG.
LEDGER w/ 5/8"0x10" -7
@2ND FIN. FLR.
A.B. @ 16" O.C.1 T
———————————— onto scae imensions romt ese
FLOOR DECK, SEE 6'-8" HDR.
STAGGERED 7 drawings.If a dimension is unclear
CONSTRUCTION @2ND FIN. FLR, refer to the Architectural drawings or
-7
SPECIFICATIONS. contact the E.O.R.
10
X
LOT UNIT
it
W/ 2—#5 TOP & BOT.
7
01 IT
#3 TIES @8" O.0
PRE—ENGINEERED
AO AG /LAP
FASTEN OUTRIGGER 4�
DATE
<
FLOOR TRUSSES TO TOP
H 1
JOIST.
FLOOR WOOD "I"
9' 4 3/4" A.F.F.
03.14.06
@2ND FIN. FLR.
OF CMU WALL w/(2)MTSM20
t4 A -1 SCALE
w/ 4—'/4 "x2l/4 TITEN & 7-10d 8'-0" BRG. 1*4%,AS NOTED
AT EA. STRAP. y
EL +9'-4' 0A A 8
A/ A/ 67429
P ORCH CANTILEVER DETAIL- SHEET
SCALE: 3/4" 1'-0" r7 PARTIAL ELEVATION \.s.�.3 SCALE: 1" 1'-0"
11 V-0pp
�.3 SCALE: 3/8
FY4 9
2
S,
1 2391 Ocean Breeze Couft SHEET 5 OF 9
DESIGN SPECIFICATIONS: SIMPSON APPROVAL CODES: SPECIAL REQUIREMENTS AT VVINDOW/DOOR OPENINGS,
DESIGN CODE: 2004 FLA. BUILDING CODE - RESIDENTIAL (FBC-R) OCCUPANCY- RESIDENTIAL GROUP R-3 (SINGLE & MULTI-FAMILY) CONNECTOR FASTENERS CODE GIRDER TRUSSES, & WIDE ROD SPACING. MAX. ROD SPACING CONVENTIONALLY STRAP WHERE MAX. ROD THREADED ROD TERMINATES
DESIGN LOADS: ACTUAL AND UNIFORM GIRDER TRUSS OR TTOP PLATE SPLICE SHALL NOT (�)WHERE ROD IS SPECIFIED ON PER DESIGN SPECS. SPACING IS EXCEEDED, SEE DETAIL 7/S2.0. AT UPPERMOST TOP PLATE
A35 12-8dx1 1/2 FL474.4 3 BEAM wl STRAP OCCUR BETWEEN THE KING STUDS PLAN ADJACENT TO GIRDER TRUSS W/ NUT AND WASHER.
DEFLECTION CRITERIA' NUTAND WASHER
ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 FLOOR FRAMING: LIVE LOAD L/360 AND TOTAL LOAD L/240 LTP4 12-Bdxl 1/2" FL474.258 _[6" MAX AND THE FIRST THREADED ROD. OR BEAM, LOCATE ROD WITHIN 6"
FLOOR LOADING (cd=1.00) PER ROD NOTES OF POST.
ROOF LOADING (cd=1.25) TOP CHORD LIVE LOAD 40 psf H2.5A 5-8d EA. END FL474.115 6" MAX (2)PROVIDE FULL SHEATHING ABOVE
TOP CHORD LIVE LOAD 20 psf X, j I SHEARWALL
TOP CHORD DEAD LOAD 7 psf TOP CHORD DEAD LOAD 10 psf H3 4-8d EA. END FL474.116 WINDOWS, AND NAIL WITH 8d @ 3" &AT OPENINGS GREATER THAN
BOTTOM CHORD LIVE LOAD 10 psf BOTTOM CHORD LIVE LOAD 0 psf WALL STUDS & O.C. EDGE AND FIELD. OMIT THIS 4 -2", ATTACH DOUBLE TOP PLATE SEE RLAN SHEARWALL, SEE PLAN
BOTTOM CHORD DEAD LOAD 5 psf BOTTOM CHORD DEAD LOAD 5 psf H8 5-10dxl.5* EA. END FLI 423.7 SHEATHING PER REQUIREMENT OVER OPENINGS IN TO HEADER WITH SPH4/6 @ 32- THREADED ROD I
WIND LOADING - ASCE 7/02 - SEE SHEET SO.0 FOR LATERAL LOADS AND COMPONENTS & CLADDING. MTS12 7-10dxl'/2* EA. END FL474.325 BRG WALL SCHED. U POS BELOW BALLOON FRAMED WALLS. O.C. IF CRIPPLE STUDS ARE USED TERMINATES AT IN GENERAL NOTES
& GENERAL NOTES. GIRDER, SEE
FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED NTH A MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF ATTACH SPH4/6 TO CRIPPLES AND INTERMEDIATE SEE SHEARWALL SPECS,I I
BOTTOM CHORD, REACTIONS CALCULATED FOR THE BEARING POINTS OF ROOF TRUSSES SHALL BE REDUCED IN ACCORDANCE HTS20 24-10dxl'/2" FA. END FL538.9 THREADED ROD PLAN FOR ROD SPECIFIED ON PLAN ATTACH CRIPPLE TO HEADER WITH LEVEL w/ NUT FOR CONVENTIONAL
w/ FBC SECTION 1605.3.1.1. SPECIFICALLY, ATTIC FLOOR LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED FL1 901.57 SYSTEM PER ROD-,,. ADJACENT TO WALL OPENINGS, H3. AND WASHER. F-STRAPPING ALTERNATE Lou Pon igo and
MSTA24 9-10d EA. END
-TO-TRUSS NOTES AND PLAN
LOCATE ROD WITHIN 6" OF KING TO BE USED AT ENDS
BY 0.75 WHEN COMBINED w/ DEAD LOAD. TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS
CALCULATIONS AND CONNECTIONS (UNLESS A SPECIAL CONNECTOR DESIGN IS REQUIRED AND NOTED ON TRUSS LAYOUT) MSTA36 13-10d EA. END FLI 901.59 OF SHEARWALLS. Associates, Ince
STUD. (2)WHEN ROD SPACING EXCEEDS
_I_- -- ------- X-4--- ---------1-
RADON COMPLIANCE: BUILDING CONTRACTOR SHALL DETERMINE IF THE SITE IS LOCATED IN AN AREA MERE LOCAL ORDINANCE 9-10d EA. END SILL ANCHOR IN FILL ROUGH OPENING PROVIDE AN ADDITIONAL ROW OF 5'-4", PROVIDE AN ADDITIONAL I I I I -------- ------ w
REQUIRES COMPLIANCE WITH APPENDIX F, FBC-R 2004, "FLORIDA STANDARD FOR PASSIVE RADON RESISTANT NEW RESIDENTIAL MSTAM24 - FL1 901,61 ROW OF 8d NAILS @ 6" O.C. INTO FLOOR TRUSS < I I I 1 1 496 Osceola Avenue
BETWEEN RODS PER--\ SEE ARCH. --l---------- -4---+-4-------------------- ---------4-
BUILDING CONSTRUCTION." IN SUCH CASES, THE SLAB-ON-GRADE SHALL BE CAST WITH A MINIMUM STRENGTH OF 300OPSI AND 5-/,"x2-/, TITENS 8D NAILS @ 6" O.C. INTO ONE OF
SLAB CONTROL JOINTS SHALL BE SEALED AGAINST SOIL-GAS ENTRY. CONTRACTOR IS RESPONSIBLE FOR FULLY COMPLYING WITH THE CONSTRUCTION SPEC. THE KING STUDS ADJACENT TO ALL DOUBLE TOP PLATE. STAGGER THIS OR JOIST. Jax. Beach, Flo(ida 32250
MSTC28 18-16d EA. END FL1901.63 NAILING TYPICAL NAILING. Ph.242-0908 Fax.241-9557
STANDARD. OPENINGS (IN ADDITION TO OTHER
MSTC40 26-16d EA. END FL1 901.64 NAILS SPECIFIED IN GENERAL CA # 8344
MATERIAL SPECIFIQATIONS: ROD EMBEDMENT FOUNDATION, NOTES. OMIT IF WALL SEGMENT ZHEADER,
MSTC66 38-16d EA. END FL1 901.67 DEPTH PER SEE PLAN ADJ. TO OPENING IS LESS THAN 6" SEE PLAN CONTACT US WrrH YOUR COMMENTS
CAST-IN-PLACE CONCRETE: SHALL HAVE A COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS ROD NOTES MAX1__
22-10d TO TRUSS 18". SHEA NALLI �HEARWALL
0 SEE
CONCRETE IN MASONRY UNITS: SHALL BE CONCRETE MASONRY UNIT IN ACCORDANCE WITH ASTM C 90 AND SHALL HAVE A MINIMUM MGT FLI 423.15 PLAN SEE PLAN
NET AREA COMPRESSIVE STRENGTH OF 1900 PSI WHEN USING TYPE M OR S MORTAR (ASTM C 270). IN ACCORDANCE WITH ACI 530, 1-/2'0 ROD TO F TG.
THE 1900 PSI BLOCK IN COMBINATION WITH TYPE M OR S MORTAR PROVIDES A DESIGN COMPRESSIVE STRENGTH (f'm) OF 1500 PSI.
10-SDS'/,x.3* TO TRUSS �_SEE 18/S2.1 FOR y FASTEN CORNER POST X I
PHD2 FL503.27
GROUT. THE GROUT SHALL BE IN ACCORDANCE WITH ASTM C 476 AND SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF W/2"d ROD TO FTG. W�M A5� SILL ATTACHMENT. MULTIPLE STUDS T TOGETHER w/12d COMMON -/ :2
PLACED AT AN 8" TO 11" SLUMP AND HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS WHEN TESTED - 6 8"
IN ACCORDANCE WITH ASTM C 1019. 14-SDS/,x3" TO TRUSS END OF SHEA ILL, MAX 0 6" O.C. (STAGGERED).
PHD5 1-5/,*0 ROD TO FTG. FL503.26 SEE SHE R LL FASTEN THREADED ROD FOUNDATION ADDITIONAL ANCHOR
REINFORCING STEEL: SHALL BE ASTM A615, GRADE 40. 18-16d TO TRUSS ANCHORING SYSTEM SPECIFICATIONS. STRAIGHT CORNER POST PER DESIGN SPECS. NOT SHOWN BOLTS PER DESIGN SPECS.
STRUCTURAL STEEL: SHALL BE ASTM A36. HTT16 1-/,"0 ROD TO FTG. FL503.20 SCHEMATIC AND SPECIFICATION 4Zm`)' NOM: ONLY ONE /,�2 ANCHORING SYSTEM SYMBOL DEFINITIONS
WELDED VARE FABRIC (WWF): SHALL BE ASTM A185. SSP MAY BE USED IN LIEU OF SPH4/6. DBL, ROD INSTALL"ON ROD IS REO'D AT
ANCHOR BOLTS AND THREADED ROOS: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. HTT22 32-16d TO TRUSS FL503.21 INI�O HOWEVER, SPACING SHALL BE REDUCED BY HALF. TYP. CORNERS. VARLID ONLY WHEN
1-5/0*0 ROD TO FTG. SIGNATURE IS IN BLUE INK
AND RAISED SEAL
WASHERS- SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). HDQ8 20-SDS/,x3- TO TRUSS FLI 463.25 DOUBLE TOP PLATE PORCH HEADER, (2)SIMPSON MSTA24 1'/4" @ 2x6 j/ pp
NUTS SHALL BE IN ACCORDANCE NTH ASTM A 563 GRADE A HEX. 1-7/6"ID ROD TO FTG. SYP #2, MATCH- SEE PLAN. AS A STUD-TO-PLATE_ 2 PLY 3 PLY 1 V2" @ 2x8 2
STUD WIDTH. CONN. w/(12)10dx1.5'" DOUBLE TOP PLATE 0 X
ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): 6-10d TO HEADER FL474.28 BEAM. BEAM. (REVISIONS By
SIMPSON STRONG-TIE CO., PRODUCT: EPDXY-TIE SET OR APPROVED EQUAL. LUS28 4 NAILS YP #2, MATCH 00
-TIE CO., PRODUCT: ACRYLIC-TIE SET OR APPROVED EQUAL. STUD WIDTH. I-_ /-RATED SHEATHING,
SIMPSON STRONG 4-1 Od TO JOIST X 0 12d NAILS I>-
14-16d TO HEADER I-III F I N BOUNDARY OF SEE DESIGN SPECS.
METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED, Z-MAX OR SS. HUS26 FL474.284 I FROM OTHER SHEATHING
6-16d TO JOIST CL ,,---SIDE OF 2nd-:/.
X14
CONSTRUCTION SPECIFICATIONS: 36-16d TO BRG. MEMBER WALL FRAMING 2 ROWS 16d 3 ROWS 16d PLY. X EXAMPLE OF PANEL
ROOF ASSEMBLIM- ROOF ASSEMBLIES SHALL BE IN ACCORDANCE WITH FBC-R CHAPTER 9. HGUS282 FL474.139 PER 11/S2.1. COMMON WIRE '-c-4 COMMON WIRE EDGE w/ BLOCKING
12-16d TO ORG. MEMBER SHEATHING @ 12" 0.C. @ 12" O.C. X 0 WHERE REQUIRED BY-'--,,.*
F007ING AND FOUNDATION& SOIL BEARING (DESIGN MAXIMUM): 2500 PSF. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A 14-16d TO HEADER PORCH B EAM OMITTED FOR EA. SIDE. EA. SIDE. GENERAL NOTES.
DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE HU410 FLI 218.148 CLARITY. MIN _L_4�
COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS 6-16d TO JOIST OPTION A (2)2x4 BELOW. (2)SIMPSON MSTA24 w/(4) '/,"xV/4
FOOTINGS PROVIDE #3 @ 48- O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR TITEN SCREWS TO FTG. AND (9)
CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. ABU44 5/."o ROD wl 12-16d FL474.21 DOUBLE TOP PLATE MULTIPLY LyL 2x6 or M NAIL SPACING AT
SYP #2, MATCH PORCH HEADER, 1 Odxl'/2" NAILS TO STUD. NAILING PATTERN NAILING PATTERN NAILING PATTERN SUPPORTED EDGES,
ABU66 5/S'O ROD wl 12-16d FL1 725.1 SEE PLAN.
REINFORCED CONCRETE: DESIGN PER ACI 318 LATEST EDITION, fic = 2500 PSI. ALL REQUIRES COMPRESSIVE STRENGTHS (UNLESS STUD WIDTH. J�F/, -- GENERAL NOTES
OTHERWISE NOTED ON PLAN) 2-5/8"0 BOLTS TO BEAM BUILT-UP POST SEE PLAN. __ �_ADD 3rd 2x
CC44 FLI 218.12 (2)2 x--I'e
-1 HOLLOW CONCRETE MASONRY UNITS FOR NAILING SEE DET. 5/S2.0. EXAMPLE OF UNSUPPORTED
MASONRY. ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N 2-/,"0 BOLTS TO POST
WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. GROUT ALL CELLS 3 ROWS 5/8"0 HEX _tp- (UNBLOCKED) PANEL EDGE.,
Z�
4-Ye"O 13OLTS TO BEAM HEAD THRU BOLTS w/ 2 PLY BEAM (TYPICAL)
CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, CC66 FL1 218.18 ALTEMIATE
SHALL BE 48 BAR DIAMETERS ALL CELLS BELOW FINISHED SHALL BE GROUTED SOLID. ALL EXTERIOR WALLS SHALL BE REINFORCED 2-5/s"O BOLTS TO POST C"EMN HEXNUTS & WASHERS 2x1O OR 202.
FULL HEIGHT WITH - #4 0 4'-0" O.C. MAX. 4 AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. AT STEMWALL CONSTRUCTED SIMPSON HUSC28-2 SILL PLATE AND @ 24" O.C.
OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 166" O.C. VERTICALLY, (EVERY OTHER COURSE), AND PA51 9-16d (EMBED ANCHOR) FL474.335 4 ANCHOR. 2 ROWS 16d NAILING TO INTERMEDIATE
HANGER w/ 6-16d i
VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A 7/,"0 ROD TO FTG. TO HEADER AND PARALLAM PSL COMMON WIRE SUPPORT IS 6" O.C. MAX.------'. STUDS, ROOF
IAEE
INAT
SItV LMEMON
YHA ANCI
To
MINIMUM OF 6". IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHOULD BE HD10A FL503.6 6-16d TO WALL @ 12" O.C. (UON) TRUSSES, OR
NOTIFIED. 4-5/9"0 BOLTS TO TRUSS PORCH BEAM FRAMING. BEAM. (SEE EA. SIDE. r FLOOR JOISTS.
L PLAN FOR # R V2 CDX PLYWOOD FLITCH.
WOOD: ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE SET SIMPSON EPDXY-TIE FL402.3 OPTION B 4 4 OF PLIES)
PRESSURE-TREATED. WOOD FRAMING SHALL BE IN ACCORDANCE WITH FBC-R, UNLESS OTHERWISE NOTED HEREIN. PT LUMBER FASTEN vy/ CONSTRUCTION
INDICATED IN SECTIONS PRESERVED WITH SODIUM BORATE (DOT-DISODIUM OCTABORATE TETRA HYDRATE). IF HOWEVER, ACQ OR AT SIMPSON ACRYLIC TIE FL2304.1 OPTION A MAY BE USED IN LIEU OF ADHESIVE AND NAILED.
NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA CS20 9-8d TO MEMBER EA. END FL1 901,15 OPTION B AT CONTRACTORS DISCRETION -(2)SIMPSON SPH4/6,
PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. PARALLAM BEAM FLITCH BEAM
BEARING WALL NOTES* HEADER NOTES: SPI 6-10d TO STUD FL474.384 PORCH BEAM SPLICE DENOTED AS H10F OR H12F.
1, DOUBLE TOP PLATES AND SILL PLATES SHALL BE SYP #2 1. TYP. HEADER SYP #2 U.O.N. ON PLAN. 4-10d TO TO TOP PLATE �4
2. PLATES IN CONTACT w/ CONCRETE OR CMU SHALL K- O.T. 2. JACK AND KING STUDS SPF#2. 6-1 Od TO STUD MEN 3 CONNECTION. NROD ALTERNATE. t*07� ATTACHMENT OF BUILT-UP MEMBER r6 SHEATHING NAILING DETAIL-
3. SILL PLATE ANCHORS PER GENERAL NOTES. 3. SEE DETAIL 7/S2.0 FOR TYP. FRAMING. SP2 FL474.385 OTE
4. STUD SIZE & GRADE ON STRUCTURAL PLANS SUPERSEDE THIS TABLE. 4. HEADERS ON PLAN SUPERCEDE THIS TABLE. 6-10d TO TO TOP PLATE S2.0 �-o
5. MIN. OF SPF UTILITY GRADE FOR INTERIOR NON-BRG. TOP PLATES. 5. PROVIDE (2)2xl2 SYP#2 HEADER 0 GARAGE U.O.N.
6. USE SPF#2 OR BETTER FOR ALL WALLS IN THESE PLANS. SP4 6-10dxl.5" TO STUD FL474.386
7. SPACE STUDS AT 24" O.C. IN NON-LOAD BEARING WALLS,
8, ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR SPH4 10-10dxl.5" TO STUD FL538.34 CONNECTOR F PART. ENC. EXP. W ic ALL EXP. 'C' ENCLOSED EXP. 'B'
FLOOR BEARING ELEVATION, UNLESS NOTED OTHERWISE ON PLAN. SPH6 10-10dxl.5" TO STUD FL5,38.35 2nd LVL KING STUDS TO A SPH4/6 016" 0-C. SPH4/6 0,32- O.C. TYPICAL CONNECTION DETAIL SCHEDULE
GENERAL EPDXY EMBEDMENT: (SEE ANCHORING SYSTEM BELOW FOR ADDITIONAL INFORMATION) EMBEDMENT OF RODS OR REBAR 4-10d TO STUD 1st LVL FRAMING. B CS16 032" O.C.__ CS16 032" O.C. DETAIL SIMPSON FASTENERS TO CONN. UPLIFT
DOWELS SHALL BE 12 BAR DIAMETER MINIMUM (UON), HOLES SHALL BE V4" LARGER THAN REBAR SIX AND Va" LARGER THAN SSP FLI 423.21 C SPH4/6 @32" O.C. SPH4/6 @32- O.C. CONNECTOR TRUSS/LVL HEIGHT CAPACITY SIMPSON PHD5 HOLDDOWN w/
THREADED ROD SIZE. 1-10d TO TO TOP PLATE 0 8A PHD5 14-SDS '/4x3" 111/2" 4685 14-SDS'/4"xS'. WHEN DOUBLE IS
MSTA24 TO 4' WIDE MSTA24 TO 6' WIDE 8B HTT16 18-16d 161* 3480 SPECIFIED ON PLAN USE V/2"SDS
0 D MINIMUM 2-PLY
SHEATHING SPECIFICATIIONS: 4-1 Od TO STUD w (2) MSTA24 TO 9' WIDE (2) MSTA24 TO 12' WIDE SCREWS INSTEAD.
SHINGLE ROOF - 14/32" APA RATED SHEATHING, NAILED w/8d COMMON NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (0 GABLE ENDS DSP 1-10d TO TO TOP PLATE FLI 423.21 PROVIDE Z 8C HTT22 32-16d SINKERS 22" 5250 LVL OR TRUSS
SOLID 0 LTT20B TO 4' V41DE LTT20B TO 6' WDE 8D HDQ8 20-SDS V4x3 14" 8325
DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). 4-10d TO STUD BLOCKING 0 E HTT16 TO 9' WIDE HTT16 TO 12' WIDE BE HHDQ1 1 24-SDS Vx2V," 183/." 11445 FOR HTT22 CONNECTION, NOTCH
TILE ROOF - 19/32- APA RATED SHEATHING, NAILED w/8d COMMON NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (0 GABLE ENDS LTT20B FL1 423.21 BETWEEN CS1 6 TO 4' WIDE CS16 TO 6' WIDE 8F HHDQ14 30-SDS V4 x 2V2 21 V 14700 DBL. TOP PLATE AS REQ'D FOR
DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). I 1-10d TO TO TOP PLATE FLOORS. F (2) CS1 6 TO 9' WIDE 2 ALL NAILING TO ENGAGE HEADER.
BRICK LINTEL SCHEDULE AND - 1(2) CS1 6 TO 12' WIDE FASTEN PER SCHEDULE ON S0.1.
WALL. - 14/32" APA RATED SHEATHING, NAILED w/ 8d COMMON WIRE 0 6" O.C. EDGE AND 6" O.C. FIELD. PROVIDE 2x4 BLOCKING - SIMPSON MSTC66
AT ALL JOINTS. AT WALLS WITH STUCCO FINISH, PANELS SHALL BE ORIENTED LOG DIRECTION PERPENDICULAR TO WALL STUDS. MISC. BRICK SPECIFICATIONS CONNECTOR, PER ON TOP OF TRUSS
MINIMUM 2-PLY TABLE ABOVE. AND DOWN OUTSIDE
WITH 10d COMMON 0 6" O.C. EDGE & FIELD LINTEL MIN. MAX.
FLOOR 23132- APA RATED STURD-1-FLOOR SHEATHING, GLUE AND NAIL 1 11 1 1 DOUBLE TOP PLATE TO WALL STUD. LVL OR TRUSS FACE OF POST. 5/8"0 ROD, EA. END
DIMENSION BRG, SPAN D SYP#2 DOUBLE
PORCH 1/2" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS @ 6" O.C. EDGE AND FIELD HEADER, SEE SCHEDULE. TOP PLATE OF HEADER. PROVIDE
L V,x 3/,X V4 4 IN. 6 FT. A (2) RODS IF DOUBLE
P
-'/4" (OR GREATER) CDX PLYWOOD, w/ 6d COMMON NAILS 0 6" O.C. EDGE AND FIELD CQNNECTOR B i! IS SPECIFIED ON PLAN.
(2)SIMPSON" HTS20
2 N
-7/jr," OSB, w/ 8d COMMON WIRE NAILS 0 6" O.C. EDGE AND FIELD. 2nd LVL WALL STUDS TO- -7 TRIM OVERHANG )SIMPSO IL -------
L4x3' 6 IN, '% CONNECTOR D ATTACH (1)HTS20 t(AVOID NAILING
A X 1/4 8 FT. 1st LVIL WALL STUDS OR ZSIMPSON H3 AT SAME Opp PROVIDE 1-MSTA24
HARDIPANEL SHEATHING: WHERE HARDIPANEL SHOWN USE 5/16" HARDIPANEL SHEATHING FASTENED WITH 6d NAILS 0 6" O.C. EDGES FRAMING CONNECTOR SPACING AS CONNECTOR A HEADER TO JACK STUD FROM TRUSS/LVL TO A307 THREADED DRILL FOR PLACEMENT fFROM OPP. SIDE)
fill POST/BEAM TO POST. OF STRAPS FASTENED EA. JACK
L5 6 IN. 10 FT. AND EPDXY, 12" EMBED
& FIELD. WHEN SW-3 IS NOTED FASTEN WITH 8dx2/2 GALV. COMMON WIRE. IF SW-1 IS SHOWN. PROVIDE WOOD PANEL SHEATHING X31/2"XI/4 onr\ r STUD TO HEADER.
AS INDICATED ABOVE BENEATH HARDIPANEL APPLICATION AND PROVIDE HORIZONTAL BLOCKING AT 48" MAX ROUGH OPENING SEE ARCH. INTO MONO. SLAB FTG. \-5/8"0 ROD EA.
L6x3'/2"x'/4 6 IN. 12 FT. KING STUDS J AT OPENINGS LESS THAN 4' 112" ROD V(23/4" MIN. EDGE DISTANCE) SIDE OF TRUSS
EXTERIOR AND INTERIOR SHEARWALL SPECFICA11ONS.- SHEATH PER WOOD PANEL SHEATHING SCHEDULE BELOW, NTH 2x BLOCKING AT JACK STUDS PROVIDE SPH4/6 AND ANCHOR BUILT-UP POST, 5/."0 ROD @ 8A, 8B AND 8C WHEN IS SPECIFIED ON PLAN,
ALL PANEL JOINTS. EXAMINE ALL SECTIONS AND DETAILS FOR SPECIAL NAILING AND BLOCKING CONDITIONS. L7x3'/2"X 1/4 6 IN. 16 FT. CONNECTOR E BOLT OR ROD ANCHOR WITHIN
KING STUD TO FOUNDATION, 6", UNLESS SHEARWALL ANCHOR SEE PLAN FOR ATTACHMENT-r7 7/s"O ROD @ 8D PROVIDE THIS CONNECTOR ASSEMBLY
WOOD PANEL SHEATHING: SW-# INDICATES WOOD PANEL SHEARWALL. PROVIDE NAILING AND ANCHORING AT EACH END OF 1. STEEL LINTELS TO BE MIN. 36" LINTEL MUST HAVE IS PRESENT. AT FOUNDATION 1"0 ROD @ 8E 8F ON BOTH SIDES OF LVL/TRUSS.
HEADER MAY SERVE AS DOUBLE STUD). IF CONVENTIONALLY STRAPPED, ANCHOR SECOND STORY END STUDS TO FIRST FLOOR WALL CORROSION RESISTANT COATING OF EPDXY BASED PAINT. TYPICAL LOW HEEL TRUSS HEADER
SHEARWALL PER SCHEDULE BELOW OR AS INDICATED ON PLAIN. PROVIDE DOUBLE STUDS AT ENDS OF SHEARWALLS. (KING STUDS AT
fill
FRAMING w/ (3) CS16 OR AS INDICATED ON PLAN. 2. LINTEL MORE THAN 8'. SHOULD BE LATERALLY I - - I CONNECTION CONNECTION CONNECTION
LABEL NAILING & END ANCHORAGE OF SHEARWALLS SUPPORTED NOT TO EXCEED 6 FT. O.C. w/1_'/4X3" WD. CONNECTOR C \-SEE 18/S2.1 FOR DETAILS 8A.8B.8C.8D,8E,8F DETAIL 8G DETAIL 8H
Swl: NAILING- 8d COMMON WIRE NAILS 0 3" O.C. EDGE & 6" O.C. FIELD ANCHOR- 5/."o ROD M (2)1/2"0 RODS SCREWS INTO HEADER PROVIDE A '/2" VERT. SLOTTED 1 st LVL WALL STUD SILL ATTACHMENT.
SW2: USE SW1 NAILING, EXCEPT SHEATH BOTH SIDES OF STUDS ANCHOR- w/ (2) 5/8"0 RODS HOLE FOR SCREW. TO SILL PLATE TYPICAL OPENING DETAIL AND
SW3: NAILING- 8d COMMON WIRE NAILS @ 6" O.C. EDGE & 6" O.C. FIELD ANCHOR- wl 1/2"0 ROD 3. BRICK VENEER SIDING: HORIZONTAL TIES 0 24" O.C., "�CONVENTIONAL STRAPPING SCHEDULE 8
VERT, TIES @ 16" O.C.. PROVIDE 3/16"0 WEEP HOLES MEN HIGH UPLIFT TRUSS OR BEAM CONNECTIONS.
ANCHORING SYSTEM: THE THREADED ROD ANCHORING SYSTEM SHALL CONSIST OF 1/2"0 A307 THREADED RODS, ORIENTED VERTICALLY OTE
AND ATTACHED TO THE FOUNDATION AND TO THE UPPERMOST PLATE AT THE LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE 0 33" O.C. IMMEDIATELY ABOVE FLASHING. SSP MAY BE USED IN LIEU OF SPH4/6 HOWEVER SPACING SHALL BE REDUCED BY HALF. S2.0
TOP PLATE, PROVIDE A 3"x 3"x/4" THICK STEEL WASHER. FASTEN WITH A NUT AND ALLOW AT LEAST 3 THREADS TO EXTEND ABOVE
TIGHTENED NUT. (TYP.)THIS SYSTEM ELIMINATES THE CONVENTIONAL STRAPPING REQUIREMENTS OF WOOD FRAMED CONSTRUCTION (I.E.
STUD-TO-PLATE TIES, BOTTOM PLATE TO FOUNDATION TIES, IFLOOR-TO-FLOOR STRAPS, AND HEADER TO JACK STUD STRAPS) FASTENING SCHEDULE TRUSSES PARALLEL TO WALL:
UNLESS OTHERWISE NOTED IN THESE DOCUMENTS. FOR WOOD MEMBERS 2x6 SYP#2 NAILER FASTENED TO
ROD INSTALLATIQN: AT ALL PLATE PENETRATIONS, PROVIDE A HOLE IN THE PLATE Y4" LARGER THAN THE DIAMETER OF THE (U.O.N. ON PLAN) DBL. TOP PLATE w/10d @ 3" O.C.
THREADED ROD USED, MILE SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERS (SIMPSON CNW OR EQUAL) MAY BE USED IN CONN. 8d COMMON
CASES WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE ROD SHALL BE INSTALLED APPROXIMATELY CENTERED IN HOLE. RODS MAY MEMBERS TYPE CONN. TRUSSES PERPENDICULAR TO WALL: CONVENTIONAL ROOF FRAMING SCHEDULE NAILS @ 3" O.C.(TYP) 2x12 SYP#2 LEDGER, FASTEN TO ROOF FRAMING
BE SLANTED FROM TRUE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. 2x6 SYP#2 BLOCKING BETWEEN EA. BELOW w/ 4-12d NAILS AT EACH
THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SECURED OVER THE WASHER TO A SNUG-TIGHT CONDITION PLUS ONE-HALF TURN JOIST TO SILL _QR GIRDER TOE NAIL 2-16d TRUSS. FASTEN TO DBL. TOP PLATE ASPHALT SHINGLE CONCRETE TILE- ROOF SHEATHING, SEE
OF A STANDARD WRENCH (APPROXIMATELY 25 FT.-LBS, OF TORQUE). w/10d 0 4" O.C. ROOF RAF ,L m MAXIMUM SPAN MAXIMUM SPAN UPLIFT CONNECTOR 0 DESIGN SPECS. RAFTER INTERSECTION.
EPDXY ANCHORING: ALL THREADED RODS SHALL BE DRILLED & EPDXY ANCHORED. PROVIDE A MINIMUM EDGE DISTANCE (MEASURED BRIDGING TO JOIST TOE NAIL 2-8d E.E. (SYP #2) 024" O.C. 016" O.C. 024" O.C. 016" O.C. DBL. TOP PLATE PRE-ENG TRUSS OVERFRAME RAFTERS,
FROM CENTERLINE OF ROD TO EDGE OF SLAB) OF 2" FOR 2x4 FRAMING AND 3" IN 2x6 FRAMING. PROVIDE 6" EMBEDMENT FOR SOLE PLATE TO JOIST/BLOCKING FACE NAIL 16dO 16" O.C. 2 x 6 90-6" 11 P-6pp 8'-60- 91-glip (1) H3 DR 4-12d TOE NAIL (1) A35 �LR 4-12d TOE NAIL SEE PLAN.
MONOLITHIC CONCRETE AND 12" EMBEDMENT FOR STEMWALL AND CMU AND ICF INSTALLATIONS. I , H
TOP OR SOLE PLATE TO STUD FACE NAIL 2-16d 2 x 8 13'-0 15p-0" 11 -6 13'-0" (2) H3 QR 8-12d TOE NAIL (2) A35 OR 8-12d TOE NAIL
GENERAL UPLIFT REQUIREMENTS.-- AT WALLS INSTALL 1/2*0 A307 THREADED ROD ANCHORS PER DETAILS 1 & 2/S2.0 WITH A MAX 199-0" SIMPSON H2.5 w/10-8d COMMON
SPACING OF 6'-8" O.C., AT EXTERIOR WALLS & 4'-0" O.C. AT INTERIOR BEARING WALLS, AND AT ALL CORNERS AND WALL 2 x 10 16,1-6t' 13'_9 17'-0 (1) MTS12 (2) A35 NAILS FROM RAFTER TO LEDGER MEN USE DETAIL ONLY IF
INTERSECTIONS. ALSO, LOCATE AT SPECIAL ANCHOR LOCATIONS INDICATED ON PLAN. INTERIOR PARTITION WALLS AND INTERIOR STUD TO SOLE PLATE TOE NAIL 3-16d 2 x 12 19'-0 to 23'-0" 16'-3" 1 g'-9 (2) MTS12 (2) A35 PROVIDE 2x4 SPF#2 BLOCKING NOTE SPECIFIED ON PLAN
BEARING WALLS WITH NO ROOF UPLIFT DO NOT REQUIRE ANCHORS. ANCHORS AT ENDS OF SHEARWALLS MAY VARY, SEE SHEARWALL SIMPSON H2.5 w/ 10-8d NAILS
L
SPECIFICATIONS ABOVE AND PLAN FOR LOCATION. AS AN ALTERNATE THE CONTRACTOR MAY INSTALL CONVENTIONAL STRAPPING DOUBLE STUDS FACE NAIL 16dO 12" O.C.
PER 7/S2.0 FOR INTERIOR/EXTERIOR ROOF BEARING WALLS IN LIEU OF THE ANCHORING SYSTEM. NOTE: FROM LEDGER TO ROOF MEMBER.
7/ OSB OR 3/s CDX -ENGINEERED WOOD ROOF TRUSSES. AT
TOP PLATE, LAPS/INTERSECTION FACE NAIL 2-16d 16 USE THIS SCHEDULE FOR ALL ROOFS NOT FRAMED BY PRE USE THIS DETAIL TO ROOF MEMBER, ALT. TO BOTH H2.5 ABOVE DATE
SILL PLATE CONNECTORS: ALL EXTERIOR WALLS & INTERIOR SHEARWALLS, PROVIDE 1/2"W Ig THREADED ROD ANCHORS w/ 2x2x'/4"0 PLYWOOD FASTENED TO CONVENTIONAL FRAMING LOCATED OVER OTHER ROOF FRAMING, SEE LEDGER BOARD DETAIL BELOW FOR FASTEN OVERFRAMED
OR 11/,"01/2"xl/."O PLATE WASHER DRILLED & EPDXIED 0 40" OC BETWEEN ANCHOR RODS INCLUDING BENEATH WINDOW SILLS. CONT. HEADER, TWO PIECES FACE NAIL 16d@16" O.C. TRUSS OR CEILING JOIST- \.-HEADER PER PLAN. ATTACHMENT OF OVERFRAMED RAFTERS TO MAIN RAFTERS. WHEN USING TWO H3 CLIPS ON 1'/," WIDE ROOFS, VALLEYS, ETC. SEE PLAN. PRODIDE MTS12 OR CS16 11 -03.05
eo. EDGE w/8d 0 3"O.C. EDGE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. WTIEN USING TWO A35 CLIPS DIRECTLY BETWEEN OVERFRAMING
ROOF AND CELING FRAMING: REFER TO TRUSS SHOP DRAWINGS FOR TRUSS PROFILES, PROVIDE SOLID BLOCKING AT SHEATHING CEILING JOIST TO PLATE TOE NAIL 2-16d WALL FRAMING AND 12"O.C. FIELD ON V/2" WIDE LUMBER, STAGGER CLIPS VERTICALLY TO AVOID NAILING INTERFERENCE. RAFTERS SHALL BE PROVIDE SOLID SPF#2 BLOCKING RAFTER & ROOF MEMBER. DESIGN/DRAWN
JOINTS IN THE FIRST TWO RAFTER OR TRUSS SPACES FROM GABLE END. ROOF SHEATHING SHALL BE ATTACHED TO BLOCKING WITH PER 11/S2.1. STRAPPED TO NEAREST MAIN ROOF RAFTER. AT PANEL JOINTS ADJACENT TO
PANEL-END NAILING REQUIREMENTS. ALL CONVENTIONAL FRAMING SHALL BE SYP#2. CONT. HEADER TO STUD TOE NAIL 3-16d P.T. POST OR BOX TIE IN OF OVERFRAME RAFTERS qt%6,LAP/MRG
MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL YOJ HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, _L,,_\_FRAMED COLUMN, TO TRUSS FRAMING. CHECKED
METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS CEILING JOIST TO ROOF RAFTER FACE NAIL 8-12d PORCH ROOF SEE PLAN. LAP
PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT SHEET
DI
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DOCUMENTS. RAFTER PLATE TOE NAIL 4-16d LEDGER/OVERFRAME RAFTERS
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TRUSS CONNECTION MEN 10 CONVENTIONAL ROOF SCHEDULE r
LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER BUILT-UP CORNER STUDS FACE NAIL 16dC 12" O.C. OTE S2.0
ARE LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, WOOD PANEL SHEARWALLS, WALL FRAMING AND
REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED PRE-ENGINEERED WOOD FLOOR AND
�MROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY ARCHITECTURAL, .0 S200
ECHANICAL OR ELECTRICAL SYSTEM. I --- - 1 2391 Ocean Breeze Court L...)
UPLIFT CONNECTION
PER SCHEDU E. WALL STUD (1) SIMPSON A34 7/1 OSB DIAPHRAGM 2x- SYP#2 CONT. ATTACH TO DBL.
ROD, NUT AND 2x8 SYP#2 CLIP EA. RAFTER. FASTEN TO NAILER w/ TOP PLATE AND TRUSS w/ 10d SYP#2 2x4 NAILER
WASHER PER RIDGE BEAM --FLOOR DECK. FLOOR DECK. (1) ROW 10d @ 4"O.C. ATTACH SW SHEATHING TO @ 3" O.C. EDGE OF 2x- MAY FASTENED TO TRUSS
NOTES HEADER, PER 1 l 4" O.C. FASTEN TO TOP PLATE w/ ADJACENT TRUSS. BLOCK ALL OVERHANG DBL. TOP PLATE. WOOD ROOF TRUSS.- BOT. CHORD w/(2)
HEADER SCHED.-\ �, // I a I
OPENING - - - - - - - - - - - - --- - - 2)ROWS OF 10d 0 4"O.C. PANEL EDGES. NAILING TO ROWS 10d 0 3" O.C.
7/ WOOD ROOF
OSB DIA. FASTEN TO
WITH 10d @ 3" O.C.
4-16d TOE' NAILS -12d COMMON AT EA. TOP PLATE w/ (2)ROWS 10d TO ADJACENT TRUSS.
2x4 SYP#2 CATS AT 12"
4" O.C. & 2x4 NAILER w/
EACH RAFTER TO END OF CEILING JOIST -/////A�-7 WOOD ROOF BLOCK ALL PANEL SHEATHING FASTENED
... O.C. FASTENED TO TOP--
(1) ROW 1 Od 0 4" O.C.
TOP PLATE 4
TO ROOF RAFTER (TYP) TRUSS. EDGES. NAILING TO 16" MAX.
PER A TO TOP PLATE w/
GIRT & FASTENERS (TYPICAL) PLATE w/(4)12d COMMON. MATCH SHEARWALL.
MAX.
ROOF TRUSS
KING AND JACK 18/S21. 10d @ 3" O.C.
STUDS PER SYP#2 LEDGER ATTACH TO 0
0 FLOOR FRAMING Lou Pon igo and
STUDS @ 16" O.C. w/12d 0
0 0
HEADER- COMMON WIRE NAILS PER SYP#2 2x4 NAIL M FASTEN TOP PLATES SYP#2 2x4 NAILER FASTENED FASTEN TOP PLATES
SCHEDULE SCHEDULE BELOW. 2x6 SYP#2 CEILING JOIST W/ INTERIOR SHEARWALL. FASTENED TO TRU \,-TOGETHER w/ 2 ROWS TO TRUSS BOT. CHORD w/(2) FASTEN CATS TOGETHER w/2 ROWS-/ Associates, Ince
VERTICAL 8-12d NAILS EACH END, 11-L BOT. CHORD w/(2) OF (4)10d BETWEEN ROWS 10d @ 4" O.C. EACH END Ill OF (4)10d BETWEEN
REACTION LEDGER SIZE & NAILING 7/1 ROWS 10d 0 4" O.C. EACH STUD. (3)10d COMMON EACH STUD. 496 Osceola Avenue
2x SPF DIAGONAL (1) SIMPSON H3 6" OSB (ON ONE SIDE) BLOCKING IF SHEARWALL IS ALIGNED DIRECTLY SHEARWALL OR TOE NAILS
BLOCKING FASTENED 0-775 2x6 w/(5) NAILS @ EACH STUD PANEL BETWEEN FLOOR TRUSSES SHEARWALL SHEARWALL EXTERIOR WALL AL Jax. Beach, Florida 32250
776-1250 2x8 w/l NAILS @ EACH STUD CLIP EA. JOIST. WALL STUDS AND BENEATH FLOOR TRUSS, OMIT HORIZ. SHEARWALL Ph. 242-0908 Fax.241-9557
w/(2) 12d E.E. 1251-1540 2xlO w/l NAILS @ EACH STUD SHEATHING CONV.-/ (2x4 SPF ALL AROUND). ATTACH OSB & EXTEND WALL SHEATHING TO TOP CA# 8344
1540-1850 2xl2 w/(12) NAILS @ EACH STUD -jL41- STRAP PER 7/S2.0 TO DOUBLE TOP PLATE w/5-16d FLANGE OF FLOOR TRUSS.
NAILS BETWEEN EA. FLOOR TRUSS. ALTERNATE A ALTERNATE B ALTERNATE C ALTERNATE D CONTACT US AT:
ROUGH OPN'G, SEE ARCH. LEDGER NOTES: ANCHOR WALLS TO FRAMING w/SIMPSON MTS30 0 32" USE THIS DETAIL AT EXTERIOR USE THIS DETAIL WHERE COMMENTS@LP-A.COM
WHERE A LEDGER IS INDICATED ON PLAN AND NO O.C. WHEN OVERFRAMING FALSE DORMER OVER ROOF WALLS THAT TERMINATE SHEARWALL RUNS PARALLEL
TRUSSES BEAR AT THAT LOCATION, THE LEDGER TRUSSES PROVIDE 2x4 BLOCKING BETWEEN TRUSSES 0- PERPENDICULAR PARALLEL ANY ALTERNATE MAY BE BETWEEN ROOFTRUSSES. TO THE TRUSSES.
NOTE: TRIM WALL SHEATHING TO MATCH IS BEING USED TO ATTACH THE ADJACENT ROOF 16" O.C. FASTEN BLOCKING EACH END w/ SIMPSON A34. TO FLOOR FRAMING TO FLOOR FRAMING USED AT ANY SW, EXCEPT
RADIUS WINDOW FRAME BY ± 112" DECK. USE A 2x6 LEDGER PER SCHEDULE ABOVE. AT SW-2. AT SW-2, USE
ATTACH ROOF DECK PER GENERAL NOTES. ALTERNATE A AND
REDUCE TYPICAL 4" NAIL
RADIUS WINDOW FRAMING MEN 2 LEDGER CONNEC11ON MEN 3 DORMER ROOF FRAMING t--4�"""`III�I�I�IllSHEARWALL FRAMING AT FLOOR, SPACING TO 2" O.C. /A`�5SHEARWALL FRAMING AT ROOF
OTE S2.1 OTED S2.1
GREATER THAN 3'-6" NOTE IF SHEARWALL IS SPECIFIED SHEATHING WALL
SPH4/6 @ 32" O.C. NO PA51 REQUIRED. ON PLAN AT THIS CONDITION, ABOVE ADJ. ROOF VALID ONLY WHEN
DBL. TOP PLATE. OR SIMPSON MSTA24 FLAT EXTEND SHEATHING FULL HEIGHT UP TO HIGH DBL. SIGNATURE IS IN BLUE INK
(2)SIMPSON MSTA24 SSP 0 24" O.C. STRAP AT EA. SUPPORT SPH4/6 0 32" O.C. DOWN TO FLOOR FRAMING & FASTEN TOP PLATE.
STRAPS FROM GARAGE
DBL. TOP PLATE. DECK LEDGER OVER WALL SHEATHINGI 8d COMMON
DOOR HEADER TO JACKS STUD. (TYP) OR
SSP 0 24" O.C. WIRE NAILS
'/2"0 ROD, UNLESS
rR B Y)
SHEARWALL SPEC.
JACK STUDS.
'12"0 ROD, UNLESS @ 3" O.C.
REQUIRES GREATER.
SHEARWALL SPEC - JACK CONNECTION
TYPICAL GARAGE IfEADER-1 2x6 SYP#2 RIPPED TO
REQUIRES GREATER.' GARAGE HEADER.
THICKENED SLAB GXRAGE HEADER. 4/4" DEEP EACH SIDE
EDGE @ GARAGE
OPENING,
ADD SIMPSON PA51 STRAP WHEN SIMPSON PA51 STRAP ANCHOR 71/4 SHEATHING WALL DOWN PORCH FRAMING, SEE PLAN.
GARAGE WING WALL < 3'-6 SEE 6/S2.1 FOR VARIOUS TO INTERSECTION OF STUD WALL FRAMING 2x4 BLOCKING FLOOR DECK.-
EMBEDDED IN CONC. FILLED INSTALLATION OPTIONS. FLOOR FRAMING. 2x SOLID BLOCKING BETWEEN EA. TRUSS. Uj 3: WATER PROOFING, SEE ARCH.
W/ ATTACH AT EACH WALL UJ 0
�1)5/a ROD AT X SYP#2
STEM WALL. FASTEN TO KINGS 8d COMMON WIRE AT SHEATHING EDGE (n af SLOPE,
(3)2x STUD CORNER w/ 18-16d NAILS. CENTER OF WALL ALTERNATE RETROFIT FOR PA51 STRAPS EACH SIDE -STUD w/ 3-16 NAILS SEE ARCH. FLOOR DECK.
SEGMENT 2-MSTAM24 FLAT STRAPS EACH SIDE TO LEDGER @ 3" O.C. AT EACH FRAMING FLOOR TRUSS
33/4 to TO 5/4 to L OF STEMWALL TO JACK STUDS. FASTEN + INTERSECTION. OR JOIST. ---- CONT. 2x RIM BOARD
P.T. SILL PLATE- TYPICAL GARAGE VANG-WAL > 3"1 TO STEMWALL w/ (5) 3/16" TITAN ROOF X (MIN. 6-16d BETWEEN
ALTERNATE RETROFIT FOR PA51 STRAPS MASONRY SCREWS AND TO STUDS W/ EACH TRUSS) (TYPICAL)
12d 0 4" O.C. VERT TRUSS OR--\
2-MSTAM24 FLAT STRAPS EACH SIDE 9-10d COMMON WIRE NAILS.
JOIST ROOF TRUSSES PERPENDICULAR SIMPSON H3 CLIP
OF STEMWALL TO JACK STUDS. FASTEN SIMPSON PA51 STRAP (STAG. w/ NAILING I I EA. RAFTER.
TO STEMWALL w/ (5) 3/16" TITAN EMBEDDED IN GARAGE FROM OPP. SIDE) DETAIL B 202 SYP#2 LEDGER
MASONRY SCREWS AND TO STUDS w/ THICKENED SLABEDGE. CONTINUOUS 2x6 SYP#2 CONT. w/10-12d COMMON—-, - HEADER, SEE PLAN.
9-10d COMMON WIRE NAILS. FASTEN TO KINGS w/ I -��SHEATHING.
16" MIN. EMBED. 18-16d NAILS. LEDGER, SEE LEDGER WIRE NAILS @ 16" O.C.
HICKENED SLAB THICKENED SLAB THICKENED SLAB PROVIDE ABU88 HOLD NOTES 2/S2.1 & (3)SDS Y4"x3" WOOD SIMPSON LUS28 JOIST HANGER
OF PA51 IN CONC. L T' THICKENED SLAB EDGE @GARAGE- EDGE 0 GARAGE DOWN AT BASE, U.O.N. SCREWS ROWS @ 32"O.C. Lw/ 6-10d TO HEADER AND 4-10d
FILLED STEMWALL. EDGE @ GARAGE rl I
OPENING. '/,"0 ROD, UNLE-Ssj�" EDGE @ GARAGE OPENING. OPENING. ROOF TRUSSES PARALLEL TO JOIST.
GARAGE WNG-WALL < S-15" ALT. A SHEARWALL SPEC. F OPENING.
REQUIRES GREATER. DETAIL A
MEN 6 GARAGE WING WALL ELEVATION VMEN 7 GARAGE CENTER WALL ELEVATION BUIL —UP WALL ADJ. TO ROOF FRAMING
I MEN 8 COLU M N/P OST VMEN 9 vmEN lo T'llilli�I"ll"PICAL PORCH FRAMING
OTED S2.1 STEMWALL SHOWN, MONOLITHIC SLAB FOOTING SIMILAR. OTED S 2.1 STEMWALL SHOWN, MONOLITHIC SLAB FOOTING SIMILAR. OTED S2.1 TWO STORY 0 SEE CONSTRUCTION SPECIFICATIONS FOR ROOF AND OTE S2.1
WALL SHEATHING AND STUD FRAMING.
GARAGE WING-WALL < 31 ALT, 8
2x SPF BLOCKING 4-16d EA. SIDE IF UPPER PLATE BREAK OP-'ION (p) IS USED, AT BREAKS IN UPPER PLATE OF DOUBLE TOP
<
RIPPED TO FIT- TRUSSES ON BOTH SIDES OF BREAK SHALL PLATE, THE FOLLOWING OPTIONS ARE ACCEPTABLE:
WITH GAP SHOWN BE STRAPPED WITH A MINIMUM OF ONE H8. A INSTALL SIMPSON LPT4 CENTERED ON BREAK
-4-/- CENTER ROD ON JOINT IN UPPER PLATE
CONVENTIONAL ROOF FRAMING, UPPER PLATE BREAKS THREADED ROD, PER SPACING.- C PROVIDE ROD WITHIN 12" OF JOINT EA. SIDE.
SEE ROOF FRAMING PLAN OR 6" MAX. 4' SPLICE, !dIN. (TYP) OMIT ABOVE REQUIREMENTS, IF NO ROOF TRUSS
ROOF SHEATHING PER IS LOCATED WITHIN 12" OF BREAK ON EITHER SIDE.
CONSTRUCTION SPECS. SHEATHING MAY SCHEDULE 10/S2.0. -4- STRAP FROM 2ND FASTEN ROOF TRUSS AT EDGE A
TERMINATE AT TOP 2x4 SYP#2 DIA. & HORIZ. STRAP FROM 2ND FLOOR FLOOR STUDS TO
OF DBL. TOP PLATE. . I I I OF HIGH SIDE OF WALL WITH
PRE-ENGINEERED WOOD CEILING JOISTS PER TABLE BRACING @ 24" O.C. STUDS TO 1ST FLOOR 1ST FLOOR STUDS DBL. TOP PLATE NAIL UPLIFT CONN. LONG ENOUGH
ROOF TRUSSES. TRUSSES WITH BELOW w/ 8-12d COMMON UPLIFT CONNECTOR, PER BETWEEN OUTER WALL & STUDS SEE UPLIFT CONN., /-SEE UPLIFT CONN. w/lOd x 3" @ 8" O.C. TO ENGAGE STUDS. ALIGN STU) UNDER DBL. TOP PLATE NAIL
CLIP, PER UPLIFT 1-� WIRE NAILS EA. END INTO SCHEDULE 10/S2.0 AND FIRST INTERIOR TRUSS. SCHED. OMIT @ THREADED SCHED. OMIT 0 STAGGARD. (TYP) LOWER TOP PLAIL. -/lOd x 3" 0 8" 0.C.
HEEL < 1 TOE NAIL EACH END ROD ANCHOR SYSTEM THREADED ROD 6" MAX. Ill STAGGARD. (TYP)
CONNECTOR SCHED. RAFTERS. (TYPICAL) 2-12d TOENAILS EACH w/4-12d NAILS (TYP) ANCHOR SYSTEM --------- ll
I 1—-4-----
SEE LEFT SIDE OF RAFTER.
17><1 ZZ=ZZ F HIGH SIDE OF WALL IS
NDICATED AS A SHEARWALL,
FOR INFO.
DRYWALL CEILING AND NOT SHOWN INSTALL DBL. 2x BLOCKING STUDS FASTENED w/
AT PART. ENCLOSED DBL. TOP CONT. RIBBON IN FIRST TWO STUDS SPACES 1 Od x 3" @ 6" 0.C.
BUILDINGS, BOTTOM
11 1 11 11 11 � I I I I I I A I I A I I
CHORD BRACING PER PLATE SYP#2, CEILING JOIST BOARD (TYP) V to V STAGGARD. (TYP)
TRUSS ENGINEERING. MATCH STUD WIDTH. FRAMING SCHEDULE FLOOR A IN 2 0 ROD, UNLESS SHEARWALL 61F
TRUSSES- FACE OF SHEARWALL OR BEND THREADED ROD AS SHOWN. SPEC. REQUIRES GREATER. AX
NON-STRUCTURAL, JOIST MA IMUM SPAN WALL FRAMING OR JOIST. AROUND ENDS AT NON-SHEARWALL.
CLIP FROM DBL. TOP THREADED ROD Q& (SYP #2) 024" O.C. 016" O.C. FLOOR TRUSSESJ PLATE HEIGHT CHANGE TOP PLATE BREAKS
PLATE TO STUD, SEE \-OMIT WHEN USING SOFFIT SEE ARCH. PER 7/S2.0. CEILING LINE OR JOIST.
UPLIFT CONNECTOR CONVENTIONAL 2 x 6 1 l'-9" 121 IF NO THREADED ROD Qfj ANCHOR
SCHEDULE, OR STRAPPING. EXTEND SHEATHING 2 x 8 15'-0" l71 BOLT IS LOCATED AS SHOWN PROVIDE 2x STUD WALL FASTEN '/2"0 ROD, UNLESS
OMIT AT THREADED VERTICALLY TO TOP WALL FRAMING-� WALL FRAMING 2
ROD SYSTEM. DBL. TOP PLATE OF TRUSS AS SHOWN. 2 x 10 l91 211 PER 7/S2.0. I PER 7/S2,.O. BUTT JOIN" A 1/2"0 THREADED ROD ANCHOR BOLT TO BLOCKING ,w/-� SHEARWALL SPEC.
SYP #2, MATCH PROVIDE 2x4 BLOCKING 2 x 12 23'-3" 2l A w/ V/2" PLATE WASHER. 4-1 0dx3" N A LS. REQUIRES GREATER.
STUD WIDTH. -4- AT HORIZONTAL JOINTS. I 1 11 -;7 1 4<
ATTIC DESIGN CRITERIA: PROVIDE AT A DISTANCE OF NO LESS BLOCKING OR SOLID, w/
TRUSSES WITH 10 PSF DL, 15 PSF LL PT. SYP#2 11 6- MIN. OF 3-12" BLOCKS.-'-O)k
HEEL >, 1'::7� SILL PLATE THAN 6" AND NO MORE THAN 12" FROM NOTE: ONLY ONE ROD IS
MAX. MIN. ALL BUTT JOINTS IN THE SILL PLATE. REQ'D AT TYP. CORNERS.
**N\ STANDARD WALL FRAMING DETAIL 0<
FLOOR TRUSS & WALL FRAMING rill
ROOF AND WALL FRAMING M EN 12 CONVENTIONAL RAFTER r,3 SILL PLATE BREAKS CORNERS
OTED S2.1 FOR INFORMATION NOT �21
SHOWN, SEE ll/S2.1.
2x4 SYP#2 DBL. TOP PLATE FASTEN (2)2x4 EXT. STUDS TO ROD, NUT IT
HEADER BELOW wl SIMPSON DET 2x SPF RIPPED TO FIT & WASHER HEADER, PER f
L2�1 (2)CS20 STRAPS (9)8d NAILS A ARCH. DEPTH REQl SHEATHING HEADER SCHED. OPE qING
PER NOTES
SHEATHING, PER SW-1 EACH END. (TYP. EA. END) T- CONT. AT 3x3 PLATE
2x4 SPF#2 STUDS * LTP4 MAY BE
SPECIFICATIONS. GIRT/VERT END PROVIDE NOTCHED AND FITTED (2)2x8 w/ WASHER.
AT 16" O.C. (TYP) I
OMITTED IF JACK IE JOI N T. lIII FASTENER V2"0 RODS 0 48" O.C. SYP#2 w/ PLYWOOD OR OSB SPACER TO
INSTALLED UNDER
2x4 SYP#2 SCAB 1V BOX BEAM. < MIN. OF TWO ON EA. FACE 1/2 0 THREADED ROD w/ 3x3 SUPPORT HANGING WALL @ 48" O.C. MAX. (2)2x8 SYP#2
BELOW BOTTOM FASTEN (2)2x4 EXT. STUDS TO mil m I\ / 6 OF GLASS AND MIN. (1)- ALIGN WITH HANGING WALL WHEN TRUSS W/ SPACER.
PLATE FACE-NAIL TO- RATED SHEATHING TO RUN HEADER BELOW w/ SIMPSON .0 0 1/ LTP4* ON INSIDE FACE w/6-12d KING & JACK WITHIN 8" OF MITER. WASHER TOP & 1'12"0 WASHER PERPENDICULAR TO WALL,
1 1 1/2 to ROD
TRUSS TOP CHORD CONTINUOUSLY TO INSIDE (2)CS20 STRAPS (9)8d NAILV i It TOE NAILS TOP & BOT. STUDS PER- BOT. RECESSED IN LOWER PLATE.
FACE OF CHIMNEY FRAMING. END. P. EA. EN D FASTEN MULTI-PLY I HEADER SCHED. ROPPED HEAD DETAIL A—A
O.C. (TYP EA. SIDE) (TYP) STUD, PER 5/S2.0. OPTION A: BOX BEAM BETWEEN 2X6 OR 2x8 T&E jlj� AND/OR SILL A-A
w/12d NAILS 0 3" EACH 2 12d TOE DET
(BOTH ENDS)TYP. WINDOWS IN TWO STORY FRAMING TO MATCH WALL 7(NA)ILS E.E.
PLATES SEE
THICKNESS w/ (MIN) 45- Q& 22.5-
2-A35 AND SCHEDULE OR JOIST. 90
CORNER OF GLASS
ROOF TRU STRAP TIE SENT AT
HOUSE NAILS TO DIET TYP) s
/-STUD CORNER 2-SIMPSON MSTA24
MAIN 6-12d TOE 12d 0 81, O.C. ROUGH 0 POST. (2)H3 EA END
AN D WALL.
BY OTHER CORNERS w/22-10d
EXTERIOR AND BO B 12d COMMON NAILS, USE ;I'll
.SS, WALL. �-T PN'G, SEE ARCH. 8" MAX. WALL SHEATHING
1V (2)2x6 HDR. AT I 2x SPF RIPPED HEAD & SILL FRAMING IN 1st 1-SIMPSON 8 @ ill/4" FRAMING,
ELEVATION SHEATHING, ELEV. OF TOP I I �—�TO lst
TO FIT ARCH. A35 TOP AND (3)2x SYP#2 FLAT WISE
PER SW-1 PLATE. FASTEN TO DEPTH REQl OR 2nd FLOOR OF SINGLE STORY WALL BOTTOM w/ ROD. 6 @ V/4" FRAMING, HEADER PLATES. LAP MEN USE DETAIL ONLY IF
1V SPECS. STUDS w/SIMPSON 16" 4 @51/2" AND T
HUC26-2 HANGER 12-8dxl 1/2" MAX� 3112" FRAMING. INTERSECTING PLATES. NOTED SPECIFIED ON PLAN
r SHEATHING TO 1 st' go- QR 45' SEE 5/S2.0 FOR NAILING NAIL CORNER W/
(TYP. EACH END) w IMITERED G YP. OF BUILT UP MEMBERS.
CONT. AT ROD. "i
>< < Off 22.5- 12dIN EACH PLY
GIRT/VERT HEAD AND SILL FRAMING & FASTENIING SCHEDULE IGLASS CORNER OF LUSE 9 @ ll'/4"
2x4 SYP#2 JOINT. ROUGH MIN. HEAD OR MINIMUM GLASS & WALL MITERED GLASS, SEE SECTION B FOR
V) FRAMING, 7 0 71/4'
BELOW BOTTOM -4 4'—4" (1)2x4 SPF #2 4-12d BY OTHER. ALONG OUTSIDE CORNER
PLATE TOE-NAIL TO TRUSS TOP OVERLAP SIDE TOE NAILS 'AND 31/ FRAMING 03.05
DATE
(TYP) HEADER, OPENING SILL PLATES FASTENER E.E. DESIGN ATTACHMENT!1 STRAPPING REQUIRED
2x4 SYP#2 SCAB STUDS AT
(2)2x4 SYP#2 BLOCKING BELOW 16" O.C. ELEVATION FRAMING, 5 0 5'/2
PLATE FACE-NAIL TO WALL TOP PLATE ill (2)2x4 SPF #2 (1)A34+ 2-12d OF WALL ELEMENTS. 2
CHORD w/(4) 12d NAILS EACH SEE PLAN. TOE NAILS DE /DRAWN
YP.) 8'-4" 6-12d
w/l 2d NAILS @ 3" END (TYP EA. SIDE) OE NAILS L;��MRG
TRUSS TOP CHORD S SHOWN (T (3)2x4 SYP #2 (1)A34+ (3)2x SYP#2 COLUMN, SEE 5/S2.0 FOR NAILING
T 6-12d OF BUILT UP MEMBERS. AT BASE PROVIDE LTT20B
SECTION AT HEAD SECTION AT CORNER
O.C. (TYP EA. SIDE) 1> .4 12'-0" (3)2x6 SYP #2 (2)A35+TOE NAILS CONNECTOR OR ALTERNATE PER LEGEND ON THIS
KING & JACKS PER SCHED. SHEET ALSO PROVIDE THIS CONNECTOR AT CORNER
SEE 17/S2.1 FOR BOX GIRTS REOUIRED BETWEEN p
-L t WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. POST OF KNEE WALL AT MITER.
4 OPTION B: SPECIAL BOX BEAM BETWEEN �,/E E T
PLAN ELEVATION PLAN DOORS/WINDOWS IN TWO STORY FRAMING
SILL & DROPPED
R,
)AD�A EN RU'
C �
P ANEL EDGI
M A T( F
A
M
L16 to
w
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r L"Jull"
LL
8
SHEATHII
TF.PkAl MA
C C BOX BEAM DETAIL HEAD FRAMING MIEN MITERED GLASS OPENING FRAMING
l 5 HIMNEY FRAMING DETAIL ri 6 HIMNEY FRAMING DETAIL I-,1, L 19
(ON TOP OF ROOF) (ON SIDE OF BUILDING) NOTED S2.1 0
2391 Ocean Breeze Court
CMU/CONC. BOND BEAM AT 8x8 PRE-CAST LINTEL, SEE
TOP OF WALL, SEE 17/S2.2/ 4/S2.2 FOR OVERALL LINTEL
DEPTH AND REINFORCING.
A/I
1 1310 8"
8" CMU WALL—, JAMB REINF. TYPICAL WALL
AS PER PLAN REINF. SEE
SEE 2/S2.2 SCHED, ON PLAN, FOR OPENING OVER 4'-4" FOR OPENING TO 4'-4" OPEN BOTTOM AC
L!j
TO 9'-4" WIDE, PROVIDE WIDE, PROVIDE 1-#5 25" LAP MIN. 1-#5 VERTICAL EACH LINTEL BLOCK,
2-#5 VERTICAL EACH- VERTICAL EACH SIDE CORNER. INTERSECTION, OPEN BOTTOM T- WITH 2-#5 TOP r7_7)rl___�n Lou Pon igo and
3-#5 VERT. m 0 : - I 'AC-1
1. 1 1 LINTEL BLOCK, & BOTTOM
SIDE OF OPENING. OF OPENING. -117 LIJ Associates, Ince
6A ON PLAN OR SCHED. n CN N WITH 2-#5 TOP
Z & BOTTOM
ALL OTHER ROUND CMU SQUARE CMU SQUARE CMU 496 Osceola Avenue
N-.-m OPENINGS
8" CMU WALL. Q_ 11 11 11 L
140 < n N - PILASTER PILASTER PILASTER Jax. Beach, Flo6da 32250
8xl 2 CMU _j I I I NOTES: Ph.242-0908 Fax.241-9557
4 m m m 12"0 THRU 24"0 USING PILASTER BLOCK BUILT OF 8x1 6 BLOCK
TYPICAL WALL in _j _j _j 1) USE THESE LINTEL DETAILS U.O.N. ON PLANS. CA # 8344
REINF. SEE OPENING, 04 2) FOR OPENING LOCATIONS, SEE ARCH. PLANS. 12"0 - 2-#5 12"xl 2" - 2-#5
WALL ELEVATION SEE PLAN #5 HORIZONTAL TIE BEAM LB-# 14"0 - 2-#5 14"xl 4" - 2-#5 16"x16" - 4-#5 CONTACT US AT:
SCHED. ON X (SEE PLAN 3) PROVIDE 8" BEARING EACH SIDE OF OPENING. 111111,11,111111
PLAN. REINFORCING (ONLY ONE FOR 4) GROUT LINTEL SOLID. 16"0 - 4-#5 16"xl 6" - 4-#5 COMMENTS@LP-A.COM
BAR SHOWN FOR CLARITY). 5) BOTTOM SHALL BE A SOLID PRECAST LINTEL. 18"0 - 4-#5 18"x18" - 4-#5 20"x2O" - 4-#5
HOOK VERTICAL WALL REINF. AT DESIGNATION) 20"0 - 4-#5 20"x2O" - 4-#5
i 10-w--=-TOP OF WALL INTO CONC. TIE 22"o - 6-#5 22"x22" - 8-#5 24"x24" - 8-#5
1�ia -0
BEAM OR CMU BOND BEAM. IF -C:Z> PLAN VIEW AT TYPICAL 24' - 6-#5 24"x24" - 8-#5
<
CS 3: z WALL TERMINATES AT STAB,
r, L
< HOOK REINF. INTO SLAB. WINDOWZDOOR OPENING
Li i L-i 0
fy_ 0 a_ Z
a-w - Z 0
V) 0 LIJ 1w V) <
< Ln C) 11 _j
<Uj Z bi FILL ALL CELLS SOLID C=>. m
_j C/)0 a bi
if I 'I - WITH GROUT THAT Lj(A TYPICAL FJORZONTAL/CORNER SPLICE r-%%\ TYPICAL CMU LINTEL TYPICAL CMU PILASTER
. 0 Cn REQUIRE VERTICAL Li 0 CMU JAMB REINFORCING r3 4 WNEN 5
01 Z OTED
Z REINFORCING AND ALL �.2 S2.2
P__ CELLS BELOW GRADE.
D VALID ONLY WHEN
0 JOINT REINF. (A SIGNATURE IS IN BLUE INK
Z
AT 16" 0.C. Z AND RAISED SEAL
C)
vi Uj
a-Ld 0 0 Uj(A
<Uj Z Uj Uj
0 _j(n 0 CL U)0 FOR ATTACHMENT OF DIAPHRAGM rREVISIONS B
__j Z y
< PROVIDE DBL. 2x4 SYP#2 BLOCKING
Z BETWEEN FLOOR TRUSSES. ATTACH-
DWLS. TO MATCH ADDITIONAL ANCHORS ARE REQUIRED AT
TO DBL. LEDGER w/12d COMMON
0 VERTICAL REINF. CONT. SILL PLATES. SEE CONSTRU,CTION AT 4" O.C. STAGGARD.
(TYP. U.N.O.) SPECIFICATIONS FOR SIZE AND SPACING.
PLAN SECTION 0.C. PORCH FRAMING, SEE PLAN.
(1) ROW 1 Od @ 24'
r OFT
(n =mum CLEAN OUT HOLE STAGGER w/ EPDXY ANCHOR CMU WALL. A FLOOR DECK, SEE TER PROOFING (SEE ARCH)
Q_ bi 0 0 -_ - 0 FLOOR DECK, SEE CONST. SPECS. Uj WA
<LLJ Z Uj AS REQUIRED. FROM OPP. SIDE TO AVOID FLOOR DECK, SEE TYPICAL WALL FRAMING 10d @ 4" O.C. Uj U
CONST. SPECS. Ln Ce SLOPE,
_j C)(n CONF
CONST. SPECS. FLOOR DECK, SEE -AND ANCHORAGE PER—— SEE ARCH. FLOOR DECK.
7- WALL FOOTING CONST. SPECS. CONSTRUCTION SPECS.
0 0 a- LICT.
SEE PLAN.
>< CONT. RIBBO
(TYPICAL)
BOARD (TYP) FLOOR TRUSS
HIGH HT. GROLIIING NOTES: PRE-ENGINEERED
WALL SECTION OR JOI ST. 7-- FLOOR TRUSS
1. MAXIMUM GROUT POUR HEIGHT SHALL FLOOR TRUSS OR JOIST. SIMPSON H3 CLIP
BE 12'-0". EA. RAFTER.
PC
W
ING
6j SL(
R
S S0 I---4,- r LkJWI
41
WC-A
I ST.
1 1 1 8x1 6 BOND BEAM w/ HEADER, SEE PLAN.
LOW HT. GROUTING NOTES* 2. IF HIGH LIFT GROUTING IS USED, REINF. SIMPSON ITT16 JOIST PRE-ENGINEERED a (2)2x8 P.T. SYP#2 FLOOR TRUSS 1-#5 T&B CONT, SHEATHING.
FLOOR TRUSSES. DRILLED & EPDXIED W/ OR JOIST. SIMPSON LUS28 JOIST HANGER
LEDGER
1. USE 5'-0" GROUT POUR HEIGHT FOR SHALL BE FULL HEIGHT AND A CLEANOUT HANGER (TYP) 2x4 SYP#2 DIA. & HORIZ. x 8"
-w/ 6-10d TO HEADER AND 4-10d
BAR SIZES #3 THRU #5. HOLE IS REVID AT CELLS WITH REBAR. THREADED ROD ANCHORING. A.B. AT 24" O.C. (2)202 P.T. SYP#2
(2)2x8 P.T. SYP#2 LEDGER wl BRACING 0 24" O.C. SYSTEM SEE CONST. SPECS. V� TO JOIST.
BETWEEN OUTER WALL LEDGER w -5/8"Oxio"
-5/,,"0x8" EPDXY ANCHOR 16" 2x1 2 SYP#2 LEDGER
2. USE 5'-0" GROUT POUR HEIGHT FOR 3. GROUT SHALL BE PLACED IN 5' LIFTS 8x16 BOND BEAM w/ FIRST INTERIOR TRUSS. A.B. 0 16" O.C.,
.. , -8x16 BOND BEAM w/----
BAR SIZES #7 AND ABOVE. TO PREVENT BLOWOUTS, 1-#5 T&B CONT. O.C. (TYP)
TOE NAIL EACH END 1-#5 T&B CONT, STAGGERED CONT. w/10-12d COMMON-__�4nni
3. SEE SPECIFICATIONS AND STRUCTURAL 4. SEE SPECIFICATIONS AND STRUCTURAL w/4-12d NAILS (TYP) WIRE NAILS -0 16" O.C.
NOTES FOR GROUT TYPE AND GROUTED NOTES FOR GROUT TYPE AND GROUTED PARALLEL PERPENDICULAR
CELL SIZE. CELL SIZE.
TYPICAL WALL REINFORCEMENT VMEN 6 WALL/FLOOR LEDGER CONNECTION VMEN 7 FLOOR TRUSS/2nd FLOOR FRAME WALL. "4EN 8 WALL/FLOOR LEDGER CONNECTION VMEN 9 PORCH FRAMING DETAIL
OTED s2.2 NOTE S2.2 S2.2 OTE S2.2
OTED
TYPICAL CONNECTION DETAIL SCHEDULE *DRILL & EPDXY ANCHOR THESE
SIMPSON FASTENERS TO CONN. UPLIFT I CONNECTORS w/12" EMBEDMENT INTO
DEI'AIL CONNECTOR TRUSS/LVL HEIGHT CAPACITY GROUT FILLED CELLS
8x1 6 BOND 5/8,0 ROD 0 14A, 148, AND 14C
STD. 90' HOOK BEAM (TYP) 14A PHD5* 14-SDS '/4x3" 1 V/2 4685 '/8"0 RODS @ 14D
IfB HTT16* . 18-16d 16 pp 3480
1 I.0 HTT22* 32-16d SINKERS 22" 5250
T 14D HD08* 20-SDS '/4x3 14" 8325
0
LIJ 11- - - M 1 N. 2-PLY CONNECTOR, PER T_oil SIMPSON FGTR w/
Fr LVL OR TRUSS
< TABLE ABOVE.
> -4,.:: 18-SDS/4x3 TO
8x1 6 BOND
RO
DS 0 14D
SIMP SON 1
8 DSj 4
S /
16d TOE NAILS 0 8" SYP#2 TOP 2x8 P.T. SYP#2 GIRWDER TRUSS AND
,/,--8" CMU WALL.
X
BEAM (TYP) -O.C. FROM BOT CHORD PLATE TOP PLATE 2- /2"Ox5" TITEN HID.
OF TRUSS TO DBL. WHEN DOU13LE IS SPEC.
TOP PLATE. 18 8x16 CMU BOND ON PLAN, PROVIDE THIS
611 BEAM w/ 1#5 T&B., CONNECTOR ASSEMBLY
1'/2"1 FASTEN 2x8 P.T. SYP#2 L SEE PLAN. ON BOTH SIDES OF
4 SIMPSON CS16 CS16 PROFILE WINDOW/DOOR BUCK TO 8" LVL/TRUSS,
STRAP @ 24" 0.C. CMU w/ '/4"0x23/4" TAPCONS TYPICAL CONNECTION LOW HEEL TRUSS CONNEC
BENT AROUND WD. @ 24" O.C. INSTALL 3 MIN. DETAILS 14A.14B.14C.14D DETAIL 14G
PLATE, SEE RIGHT
SEE SO.0 FOR FOR PROFILE. EACH SIDE. TYPICAL UPLIFT CONNECTOR SCHEDULE AT CMU WALLS
INFORMATIONY SUPPORT SIMPSON ALLOW. TRUSS FASTENER NOTES
NOT SHOWN. 2x8 P.T. SYP#2 CONNECTOR UPLIFT PLIES
WINDOW/DOOR BUCK SINGLE PLATE H3 455 1 PLY (4) 8d TO PLATE & (4) 8D TO TRUSS
8x16 BOND BEAM w/ SINGLE PLATE (2) H3 910 1 PLY CONNECTOR MUST BE ON OPPOSITE SIDES OF PLATE.
F_ 1-#5 T&B CONT. ADDITIONAL FRAMING AND NAILING, PLATE & CMU HTSM20 & H3 1630 1 PLY (4) '/4-x2/," TITEN SCREWS TO CMU & (8) 10d TO TRUSS.
�_#5 VERTICAL TO TOP SEE SO.0 FOR REMAINDER OF CMU WALL (2)HTSM20 2350 1 PLY FASTENERS MUST BE ON OPPOSITE SIDES OF PLATE.
OF BOND BEAM STEP. X-BRACING INFORMATION. PLATE & CMU LGT2 & (2) H3 2690 2 PLY LGT2-(7) '/4"&/4" TITEN SCREWS TO CMU & (16) 16d SINKERS
TO TRUSS.
CMU WALL MGT 3965 2 PLY (22) 10d TO TRUSS w/ THREADED ROD*. BEND OVER
TRUSS AT SHORT HEELS.
DETAIL NOT USED MASONRY WALL STEP VMEN 12 GABLE END BRA.CING VMEN 3 STRUCTURAL WINDOW/DOOR BUCK Cf)
1\�.2 OTED S2.2 OTED S2.2/ SEE 11"')�2.2 FOR INFORMATION NOT SHOWN ri 44NNUPLIFT CONNECTOR SCHEDULE CMU
NOTE: PROVIDE TYP. CONNECTION AT TRUSSES AS SHOWN BELOW.
TRUSS CONNECTIONS SHOWN ON PLAN SHALL SUPERSEDE THIS TABLE,
ROOF SHEATHING PER
CONSTRUCTION SPECS.
SEE LEFT FOR INFORMATION
ROOF TRUSSES NOT SHOWN, AND SEE 11/S2.1
OR JOIST. FOR BLOCKING REQ'D WHEN 11/2" VERT. EDGE DIST. SIMPSON MBHA '/2"0 RODS 0 48" O.C. MIN. OF TWO
TRUSS HEEL' < 1'-0", TO TITEN SCREW. FASTENED TO ON EA. FACE OF GLASS AND MIN. (1) V," 0 THREADED ROD wl 3x3
CONVENTIONAL ROOF FRAMING, MASONRY WALL WITHIN 8" OF MITER. WASHER TOP & 1'/,"0 WASHER
CEILING JOISTS PER SCHED. SEE ROOF FRAMING PLAN OR SIMPSON HUC410 T&B w/1-ATR BOT. RECESSED IN LOWER PLATE
BELOW w/ 8-12d COMMON SCHEDULE 10/S2.0. FASTENED TO CMU 3/4"x8 EMBEDMENT
WIRE NAILS EACH END INTO WALL w/18-3/1,"xV/4 AND TO JOIST
SIMPSON A35 T&B, RAFTERS. (TYPICAL) TITEN SCREWS AND TO w/18-10d NAILS. STANDARD, STUD
EACH SIDE. FASTEN w/ PRE-FORMED STOP JOINT REINF. DRYWALL CEILING & JOIST w/10-10d NAILS.
FILLER AT PART. ENCLOSED CORNER POST
12-8d X 1'/," NAILS EACH. ATERIAL AT CONTROL JOINT 8x16 BOND rj A
BUILDINGS, BOT. BEAM wl 1-SIMPSON HGA10 FRA NG
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TRUSS ENGINEER. DRYWALL CEILING, SEE ARC
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Uj STRUCTURAL MULL CAULKING WALL REINF. SOFFIT SEE ARCH. IMITI
DEPTH OF CAULKING OR JOIST MAXIMUM SPAN 1. CONNECTORS TO BE ATTACHED TO FULLY GROUTED CMU WALL. f R�ED go- Q& 45*
SPLICE TOGETHER w/ ONE HALF THE WIDTH '12"0 THREADED ROD SHEATHING VERTICALLY TO (SYP #2) 024" O.C. 016" O.C. REINFORCED GROUT [ GLASS CORNER OF
2 ROWS 12d COMMON TOP OF TRUSS AS SHOWN. 2. ATR IS ALL THREADED ROD. FILLED CMU, SEE PLAN. GLASS & WALL DATE
OF THE HEAD JOINT WIDTH OF DRILLED & EPDXIED -9" 12'-9
WIRE NAILS 0 12" HEAD JOINT w/ 8" EMBEDMENT AT PROVIDE 2x4 BLOCKING AT 2 x 6 11' &03.05
O.C., EACH SIDE 24" O.C. wl 2x2xl2" HORIZ. JOINTS. 2 x 8 15F-O" 17'-0" 3. MBHA SHALL BE INSTALLED w/ATR USING SIMPSON SET ELEVATION 13k/DRAWN
PLATE WASHER. 2 x 10 19,_0 2 1'-6" EPDXY-TIE 63/4." MIN. EMBEDMENT REQUIRED. ATR TO BE 3/4 x Fj/MRG
2 x 12 23P-3p) 26P-3pp 8" LONG, GRADE A307 OR BETTER. �,-PLCKED_
MAXIMUM NUMBER OF PLIES AS PERMITTED TRUSSES WITH 4. SKEWED CONNECTOR OPTION IS AVAILABLE FOR BOTH HIJC410 SECTION AT HEAD, SECTION AT HEAD
BY MULL WIDTH, SEE ARCH. ATTIC DESIGN CRITERIA:- LAP
HEEL > 1 10 PSF DL, 15 PSF LL. AND MBHA. INSTALLATION IS SIMILAR TO DETAILS ABOVE. SHEET
(D SEE 19A/S2.1 (B SEE 19B/S2.1
VMEN 15 WOOD MULL. VMEN 16 CMU CAULKING ri 7--N ROOF AND WALL FRAMING VMEN 18 C ONVENTIONAL RAFTER WHEN 19 MASONRY HANGERS- WHEN 20 MITERED SLIDING GLASS DOOR FRAMING
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DESIGN OF PRE-ENGINEERED WOOD TRUSSES SHALL BEAR THE SINGLE
SEAL 0 AN ENGINEER IN THE STATE OF FLORIDA AND SHALL TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXEPT 3 HURRICANE CLIP 0 EA. COMPONENTS AND CLADDING:
COMPIL WITH NFPA, TPI, AND AITC 100. FOR T-BRACE SHALL BE 1x4 SYP#3 PROVIDE BLOCKING FOR OUTLOOKER TO TRUSS.� 2x4 SYP#2 OUTLOOKERS X-BRAM SPACING SCHMA11C Do not scale dimensions from these
OR BETTER OR 2x4 SPF#2 OR BETTER. ROOF DE K 0 1 4-12d TOE NAILS (TYP.) @ 2 4" 0.C. SIGN CODE: THE 2004 FLORIDA BUILDING RESIDENTAL CODE & ASCE 7- ' dravvings.If a dimension is unclear
CONTR TOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS (ILION) refer to the Architectural drawings or
8 WIND SPEED ----------------- 120 MPH contact the E.O.R.
INSTALL D AT ALL TRUSSES AS INDICATED IN THE TRUSS SHOP X I
DRAWIN S, (1)DIAGONAL BRA(;t. PER 2.)BRACING LUMBER SHALL INTERSECT IMPO NCE FACTOR ------------- 1.00
(4) TRUSSES APPLIED THE WEB OF THE BRACED TRUSS, PER MEAN F HEIGHT ------------- 24.0
-_::Z� - i. _._1 PRO�DE 2x4 SYP#2 UPRIGHT OOF
DELEGATED TRUSS ENGINEER, "o, .1� --------------------- 4
TO BACKSIDE OF WEB. FROM TOP TO BOT. CHORD OF R T 00-
ALL "I .� 117%, A BUILDINJ C ORY ----------------- SU BDI VI SION
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DELEGATED TRUSS ENGINEER, 1� I k I I T
TROSS-TO-TRUSS CONNECTIONS SHALL BE PROVIDED BY TRUSS 0 EA. X-BRACE
3.)PERMANENT PERMANENT BRACING (IF VERT. IS NOT PREI:�ENT) E POYREW, ORY ------------ OCEAN BREEZE
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BRACING APPLIED TO WHERE NOTED ON TRUSS MFR. SHOP 3-12d 0 4' MIN.---� W/2 EN LA ICATION ---------- - PART. ENCLOS5,D LOT UNIT BLOCK
ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER DRAWINGS. THE CONTRACTOR SHALL EA. VERT. UR DEFnCIENT ------ --- :h .55
FRONT SIDE OF WEBS. PROVIDE 1x4 SYP#3 OR BETTER 2x4 SYP#2 DIAGONAL. OMIT THIS W 7
'COMMENTARY AND RECOMMENDATION FOR HANDLING, INSTALLING I (TYP.)
& BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91. BOTTOM CHORD BRACING BRACE WHEN VERTICAL HEIGHT NOTE A: CUSTOMER PLAN NAME
I OF TRUSS AT BRACING, LOCATION ENTS &NDDING DESIGN ESSURES (PSF)
-BRACE FASTENED TO PERPENDICULAR TO TRUSS BOTTOM PON
F I IS LESS THAN 40". ADDITIONAL BRACES AS REQ'D.,
WEB w/ 12d 0 6"O.C. 1*1 CHORDS AND ATTACHED TO EACH lo,
FOR STRUCTURES DESIGNED AS PARTIALLY ENCLOSED, TRUSS T-BRACE TO BE THE I I TRUS WITH 2-8d COMMON NAILS. AT lo, EQUALLY SPACED w/ SPACING TRIBUTARY RIOR EDGE STRIP:
ENGINEER TO PROVIDE SPACING REQUIREMENTS FOR BOTTOM OF 5'-8" MAX. AREA (sf) 0 60-6" DESIGN/DRAWN/CHECKED
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SAME SIZE, SPECIES, 1.1 GABLE END WALLS PROVIDE DIAGONALS
CHORD RACING OF THE TRUSS WITHOUT USE OF RIGID CEILING AND GRADE AS WEB I I AT END WALLS PROVIDE DIAGONALS 0.1310" TOE NAILS 0 8"O.C. AOB/ AG /LAP
DIAPHRAGM. CONTINUOUS LATERAL BRACING, SEE 1*1 M BOT. CHORD OF TRUSS 10 +49. 4 +49.3 -62.0
TRUSS SHOP DRAWING FOR QTY. AND TO BEBRACED. (APPROXIMATELY 45%) TO THE L U-� TO DBL. TOP PLATE WALL SHEATHING UP DATE
LOCATION. IF MORE THAN (1) LATERAL-/ I I ADJACENT EXTERIOR PERPENDICULAR NJ I I' is�; 50 4 -48. +45.4 -54.1
BY SIGNING AND SEALING THIS TRUSS LAYOUT, THE ENGINEER OF BRACE IS-NEEDED, OVERLAP BRACE 101 WALL BETWEEN EACH LINE OF BRACING 2-0.13lx3* EA. ENDJ�_i SIMPSON LSTA12 0 24" O.C. GABLEEND TRUSS. 'A 'I' __ __ 10.17.06
7 SCALE
RECORD (EOR) MAKES NO CLAIMS REGARDING THE COMPONENT TO FORM A ZIGZAG PATTERN ALL 12" LONG 2x4 BLOCKING 100 r+43.7 -46.8 -50.7
JIGN 1�� AS SHOWN. CONSTRUCTED OF THE SAME BRACING 2x4 SYP#2 BLOCKING 0 24"O.C. ATTACH \WITH 4-10d TOE-NAILED
DES THAT WERE PREPARED BY THE DELEGATED ENGINEER
it AS NOTED
(TRUSS DESIGN ENGINEER) TO ACHIEVE THE FRAMING DEPICTED MATERIAL. THIS REQUIRMENT IS NOT LATERALBRACE w/16d 0 4"O.C.- \\IAT13 mL. -mp 'pLmF_, clwz 1. THESE PRESSURES RESENT THE NET PRESSURE (Sum EXTERNAL INTERNAL
ON THIS SHEET. THE EOR DOES NOT CLAIM THE WORK CONTAINED NECESSARY AT HIP ROOFS. ALSO 2x4 SYP#2 BLOCKING AS CEILING ION THREADED ROD. PRESSURES) APP NORMAUTO WALL SURFACES. 13DIB NO.
2. LINEAR INTERP TION BETWEEN VALUES OF TRIBUTARY ARE PERMISSIBLE.
ON THE3E TRUSS LAYOUTS AS HIS OWN. THE EOR CERTIFIES ALONG EXTERIOR WALLS PARALLEL TO -2x4x8' SYP#2 LATERAL BRACE EA. NAILER (NOT CONTINUOUS) ATTACH 3. PLUS A D M SIGNS SIGNIrY PRESSURE ACTING TOWARD & Y FROM THE 67429
BOTTOM CHORD BRACING PROVIDE w/ 0.131x,3" 0 8"O.C. SIAG. kNI
THAT tHE TRUSS AND BEAM SPAN DIRECTIONS, AND BEARING X-BRACE w/ 3-16d INTO EA. TRUSS. THREADED ROD TO EXTEND EXTERIOR LSURFACE. SHEET
DIAGONALS IN THE END SPACE 4. ALL COM ENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED BOTH
WALL LOCATIONS ARE THOSE WHICH THE SUPPORTING STRUCTURE BETWEEN THE WALL AND THE FIRST OVER 2x4 BLOCKING AND POSITI AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE.
ILL GABLE TRUSS BOTTOM CHORD 5. COM ENT & CLADDING ELEMENTS WITHIN A DISTANCE 'a' FROM OUTSVID
WERE DESIGNED TO CARRY. DUTIES DELEGATED TO THE TRUSS LINE OF BOTTOM CHORD BRACING AT A FOR ATTACHMENT OF CMU WA ASTEN PER SPECIFICATION. CO
DESIGN ENGINEER EXPLICITLY NOT COVERED BY THIS SEAL PERMANENT TRUSS BRACING r2 GABLE END BRACING TO GABLE END BRACING SEE C E RS OF THE BUILDING SHALL BE DESIGNED FOR THE EDGE STRIP PRE ES.
MAXIMUM SPACING OF 20 FEET. USE, USE INTERIOR ZONE PRESSURES.
INCLUDE COMPONENTS (INDIVIDUAL TRUSS) DESIGN, TRUSS TO SCALE: N.T.S. PLATFORM FRAMING DETAIL DETAIL 19/S2.1. THREADED ROD ESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE
TRUSS ONNECTIONS, AND TRUSS TO TRUSS LOADING. \111�0 SEE KEYED NOTE 2, ON PLAN FOR BALLOON APPLICATION AT GABLE END RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET THE
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S1.2-3RD & 4TH FLOOR PLAN
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SLIDING GLASS DOOR - 4 WAYBOT Lou ontigo and
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FRAMES MUST BE RECESSED
1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. Ass ciates, Inc.
SEE ARCHITECTURAL PLANS
RELATED TO THE FOUNDATION. FOR GENERAL FEATURES
0 496 Osceola Avenue
FOR LOCATON OF SLIDING
DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, Jax. Beach, Flodda 32250
GLASS DOORS. ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE Ph.242-0908 Fax.241-9557
_j IN FOR REFERENCE ONLY.
L
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2. FTGS. & FND. SHALL BE IN ACCORDANCE w/FBC-R CHAPTER 4.
3. A SOILS INVESTIGATION �REPORT IS RECOMMENDED TO VERIFY
SUITABLE SUBSURFACE 'CONDITIONS. COWACT US WrrH YOUR COMMB413
4" CONCRETE SLAB w/ 4. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A COMMENTS@LP-A.COM
@ 1.5 LBS/CU.YD. MINIMUM OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH
OF CONCRETE OR 6x6 W1.4xW1.4 ASTM D 1557.
WWF ON 6MIL VAPOR BARRIER S1.0 5. MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN
FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE.
IN PREPARED GRADE.
S1.0
0
VALID ONLY WHEN
SIGNATURE IS IN BLUE INK
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SEE DETAIL B/S1.0
FOR ELEVATOR PIT.
REVISIONS B Y
RE-SUBMITTED
FOR PERMIT LAP
10.17.06
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TYPICAL (2 PLACES) 2-#4 CONT. AROUND
PERIMETER.
F3.0
4B F3.0 #3 Z DOWELS
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DEPTH OF PIT
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TAPCON ANCHORS.
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FOR TEMPORARY BRACING AND ANCHORAGE PER 0 DESIGN/DRAWN/CHECKED
CENTERED TO SUPPORT
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STEMWALL REINFORCEMENT \Z.,00/ STAIR BOTTOM OF STAIR.
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11 TO 12 #4 VERT. 0 8"O,C, 4- W/ 3-#4 EACH WAY
8"x`16" THICKENED CMU RLASTER JOB NO.
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HAVE TRUSS TYPE HORIZ. JOINT w/ 1-#5 CONT. w/ 2-#5 CONT. 4-#6 VERT. 67429
REINF. BETWEEN EVERY OTHER DETAIL A 8%16" 1-STORY, wA2)#5 CONT. SHEET
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CON --\,\I SITE BUILT FULL HT. DOWN TO
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FLOOR DECK, SEE
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SPECIFICATIONS. FLOOR TRUSS. LU 0
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CONSTRUCTION CONT. 2x12 RIM '><
BEND STRAP UNDER SPECIFICATIONS. BOARD (TYP
TOP CHORD OF GIRDER Lou Pontigo and
SHEATHING,
CONSTRUCTION SEE 3/S2.1 Associates, Inc.
2x4 BLOCKING BETWEEN SPECIFICATIONS. (SIM) 496 Osceola Avenue
GIRDER TRUSS WEBS 2x6 BLOCKING BETWEEN EA. BEAM#2. SIMPSON LUS210 JOIST Jax. Beach, Flodda 32250
FOR ATTACHMENT OF 2 10 MAX.
Ph.242-0908 Fax.241-9557
WALL SHEATHING. TRUSS. ATTACH TO GIRDER SIMPSON LUS210 JOIST SINGLE 2x8 P.T. SYP #2 TOP PLATE HANGER w/ 8-10d CA# 8344
TRUSS w/3—,16d NAILS AT EACH HANGER w/ 8-10d It A.B. w/ 2"x2"x'/8" TO HEADER &
2x8 SPF#2 @ W/ '12"0 X 10 4-10d TO JOIST.
FRAMING INTERSECTION. (MIN. TO HEADER & 16 of 0.C. (TYP. PLATE WASHERS @ 24 Is 0.C. CONTACT US WrrH YOUR C0MMffrrS
GIRDER TRUSS 6-16d BETWEEN EA. TRUSS) 4-1 Od TO JOIST. I
2x12 SYP#2
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7%si SECTION
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CMU WALL 1pic SIMPSON L50 STAINLESS
EXTEND HEADER 4 0
BEYOND. STEEL ANGLE EACH SIDE w/
(2) SIMPSON MST160 STRAPS, TO FAR SIDE 1 ROW 10d COMMON WIRE 8-10d STAINLESS STEEL NAILS
EACH END, CONTINUOUS DOWN OF WALL. FOR ATTACHMENT OF DIAPHRAGM VALID ONLY WHEN
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OPPOSITE FACE ABOVE AND NAILS 0 4 0.C. PROVIDE DBL. 2x4 SYPi#2 BLOCKING SIGNATURE IS IN BLUE INK
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3 1, It
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5/ 0 TRUSSES FOR ATTACHMENT OF
8 THREADED ROD, SEE NAIL ENTIRE CORNER AND FASTEN w/ 10d COMMON FLOOR DIAPHRAGM. BUILD—UP ANCHOR BOLT @ 24" O.C. AT 4" O.C. STAGGARD. rREVISIONS BY )
CONSTRUCTION WIRE NAILS @ 6" O.C. EDGE A
ZONE AT 3" O.C. PLYS. AND ATTACH TO DBL.
SPECIFICATIONS. V= AND 6" OC FIELD (SEE PLAN RE—SUBMITTED
5/8" CDX PLYWOOD ROOF SHEATHING
BOTH WAYS. LEDGER w/12d COMMON @ 4" (1) ROW 10d @ 4" O.C. FOR PERMIT
LAP
oc FOR ADDITIONAL NAILING REQ'MTS TORCH DOWN 10.17.06
WALL SHEATHING, O.C. STAGGARD. FASTEN W/ 8d COMMON WIRE NAILS
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_.C. EDGES A
REMOVED. TILE, BY OTHERS. CONST. SPECS.
FLOOR TRUSSES SEE FLOOR
NAIL ENTIRE CORNER
FRAMING PLAN 12
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BOTH WAYS. PER CONSTRUCTION SEE
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(4)2x4 MIN.
7
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CONFIGURATION. FLOOR TRUSS
5/8 0 THREADED
SIMPSON LUS28 JOIST LB—1 OR JOIST.
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HANGER w/ 8-1 Od
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> IM TO HEADER &
DIET LEDGER W/ 5/1 "OX10" ANCHOR 4-10d TO JOIST. BOT (TYPICAL) LEDGER ii 5/8"Ox`10"
BOLT @ 12" O.C., STAGGERED 10 A.B. @ 16" 0.C.
`0
A—A `0 FLOOR DECK, SEE STAGGERED
EDGES NAILED CONSTRUCTION
oloo, w/ 8d NAILS AT 8d NAILS @ 31, O.C. SIMPSON MTSM16 TWIST oo SPECIFICATIONS.
1000, AT EACH STUD. (2)2x8 P.T. SYP#2 LEDGER IV 00
3" O.C. TO EACH STRAP w/ 4—'/4 "x2 /4
ol
STUD THROUGHOUT W/ 5/ "10" ANCHOR BOLT TITEN SCRIEWS TO CMU `0
DETAIL A-A 8
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11-100 7-10d TO WOOD JOIST. oo
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3
= it-011
SCALE: /4 1 7 7 7 7 7 7-7 7 C)
A4 PRE—ENGINEERED
oo�j:__ FASTEN OUTRIGGER FLOOR WOOD $,Ill
FLOOR TRUSSES TO TOP JOI ST.
OF CMU WALL w (2)MTSM20
DOOR PORTAL FRAME 4— /4 x2'/4 TITEN & 7-10d
�.3 SCALE: 3/4 IV 8x12 CONC. BEA7 AT EA. STRAP.
w/ 2—#5 TOP & BOT.
& #3 TIES @ 8" O.C, PORCH CANTILEVER
SEE 8 S1.3
1\�.3 SCALE: 3/4 1 0
9 t_0" BRG
TOP OF CMU
8'—0" H D R. ——————-
@3RD FIN. FLR.
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F- EA.- P)�R.i
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2#5 BUNDLED T SO.1
CENTERED IN CELL RATED ROOF X—BRACE
S1.0—FOUNDATION PLAN
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@ E A. A S1.3—SECTIONS AND DETAILS
TYPICAL 8x16 CMU
VERT.
S2.0—GENERAIL SPECS.
9 4 3/4 A.F.F. 4-16d
J_ i _a__;
LINTEL w/ 2—#5
@3RD FIN. FLR. _ TOP & BOT. (TYP.) jk_
t IV 2x4 BLOCKING
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@2ND FIN. FLR. 4.— 8xi2 CONIC. BEAM A
T w/ 2—#5 TOP & BOT. "i Ni w/ 12 0.C. Do not scale dimensions from these
Ilk 6 P_8 01) HDR. & #3 TIES @8 0.C 4-16d 8/S2.1 dramdngs.If a dimension is unclear
refer to the Architectural drcWngs or
contact the E.O.R.
A
@2ND FIN. FLR. 1-1 (TYP.)
89
T
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CUSTOMER PLAN NAME
CMU
B. 2x4 SYP#2 HORIZ. MEMBER w/ 16d@4" O.C. THOMPSON BUILD.
SHEARWALL TO BLOCK BELOW. MEMBER LENGTH SHALL BE
DESIGN/DRAWN/CHECKED
r8 AIL X AT LEAST 8' BUT NO LESS THAN THE LENGTH AOB/ AG /LAP
OF THE SHEARWALL. DATE
SCALE: 1" V-0
9p-4 3/41' A.F.F.
-lit au 10.17.06
@2ND FIN. FLR. --- -----
SCALE
------- TOP AN
H i
'.k 0" BRG. EA. END (TYP) JOB NO.
EL +9'—4 4
1 67429
EN 9 LATERAL TRUSS X- BRACING SHEET
NOTED 2391 Ocean Breeze Court
r7 PARTIAL ELEVATION S1.3
SCALE: 3/8 1 P-012
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all
7
PFLOOR TRLJ
OR JOIST.
DESIGN SPECIFICATIONS: SIMPSON APPROVAL CODES: SPECIAL REQUIREMENTS AT WINDOWZDOOR OPENING&
DESIGN CODE: 2004 FLA. BUILDING CODE - RESIDENTIAL (FBC-R) OCCLIIPANCY: RESIDENTIAL GROUP R-3 (SINGLE & MULTI-FAMILY) CONNECTOR FASTENERS CODE GIRDER TRUSSES. & WIDE ROD SPACINGq MAX. ROD SPACING CONVENTIONALLY STRAP WHERE MAX. ROD THREADED ROD TERMINATES
DESIGN LOADS: ACTUAL AND UNIFORM A35 1 2-Bdxl 1/2 FL474.4 GIRDER TRUSS OR TTOP PLATE SPLICE SHALL NOT (�)WHERE ROD IS SPECIFIED ON P R DESIGN SPEC� SPACING IS EXCEEDED, SEE DETAIL 7/S2.0. AT UPPERMOST TOP PLATE
DEFLECTION CR17ERIA: 3 1 BEAM w/ STRAP OCCUR BETWEEN THE KING STUDS PLAN ADJACENT TO GIRDER TRUSS w/ NUT AND WASHER.
FLOOR FRAMING: LIVE LOAD L/360 AND TOTAL LOAD L/240
ROOF FRAMING' LIVE LOAD L/240 TOTAL LOAD L/180 FLOOR LOADING (cd=1.00) LTP4 12-Bdxl'/2" FL474.258 NUT AND WASHER AND THE FIRST THREADED ROD. OR BEAM, LOCATE ROD WITHIN 6"
ROOF LOADING (cd=1.25) PER ROD NOTES 6" MAX _[ [1, OF POST.
TOP CHORD LIVE LOAD 20 psf TOP CHORD LIVE LOAD 40 psf H2.5A 5-8d EA. END FL474.115 -1 1- 6n MAX (2)PROMIDE FULL SHEATHING ABOVE
TOP CHORD DEAD LOAD(ARCH SHINGLES) 7 psf TOP CHORD DEAD LOAD 10 psf 4 1 10. 1 -j
20 psf BOTTOM CHORD LIVE LOAD 0 psf H3 4-8d EA. END FL474,116 WINDOWS, AND NAIL WITH 8d @ 3- (A)AT OPENINGS GREATER THAN I I SHEARIWALL I I
TOP CHORD DEAD LOAD(CONRETE OR CLAY TILE) WALL STUDS & &_/ I SEE PLAN SHEARWALL, SEE PLAN I I
BOTTOM CHORD LIVE LOAD 10 psf BOTTOM CHORD DEAD LOAD 5 psf HS 5-10dxl.5" EA, END FL1423.7 SHEATHING PER 6 O.C. EDGE AND FIELD. OMIT THIS 4'-2", ATTACH DOUBLE TOP PLATE I r I
BOTTOM CHORD DEAD LOAD 5 psf BIRG WALL SCHEID. POST BELOW REQUIREMENT OVER OPENINGS IN TO HEADER NTH SPH4/6 @ 32" THREADED ROD I IN GENERAL NOTES I I I
IMND LOADING - ASCL 7/02 - SEE SHEET SO.0 FOR LATERAL LOADS AND COMPONENTS & CLADDING. MTS12 7-10dX11/2" EA. END FL474.325 GENERAL NOTES. GIRDER, SEE BALLOON FRAMED WALLS. O.C. IF CRIPPLE STUDS ARE USED TERMINATES AT I SEE SHEARWALL SPECS.1 I
FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF HTS20 24-10dxl'/2" EA. END FL538.9 PLAN (��FOR ROD SPECIFIED ON PLAN ATTACH SPH4/6 TO CRIPPLES AND INTERMEDIATE FOR CONVENTIONAL
BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS OF ROOF TRUSSES SHALL BE REDUCED IN ACCORDANCE THREADED ROD ADJACENT TO WALL OPENINGS, ATTACH CRIPPLE TO HEADER WITH LEVEL w/ NUT r-STRAPPING ALTERNATE Lou Pon Igo and
w/ FBC SECTION 1605.3.1.1. SPECIFICALLY, ATTIC FLOOR LIVE LOADS COMBINED NTH ROOF LIVE LOADS SHALL BE MULTIPLIED MSTA24 9-10d EA. END FLI901.57 SYSTEM PER ROD--,,.. H3. AND WASHER. TO BE USED AT ENDS
BY 0.75 WHEN COMBINED wl DEAD LOAD. TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS-TO-TRUSS MSTA36 13-10d EA. END FL1901.59 NOTES AND PLAN LOCATE ROD WITHIN 6" OF KING OF SHEARWALLS. Associates, Inc.
CALCULATIONS AND CONNECTIONS (UNLESS A SPECIAL CONNECTOR DESIGN IS REQUIRED AND NOTED ON TRUSS LAYOUT) STUD. (2)WHEN ROD SPACING EXCEEDS 4---- --------X___4__ --I ------- --------->X- --------4- 496 Osceola Avenue
RADON COMPLIANCE: BUILDING CONTRACTOR SHALL DETERMINE IF THE SITE IS LOCATED IN AN AREA WHERE LOCAL ORDINANCE MSTAM24 9-10d EA. END FL1901.61 SILL ANCHOR IN FILL ROUGH OPENING (A)PROVIDE AN ADDITIONAL ROW OF 5'-4-, PROVIDE AN ADDITIONAL Is Jax. Beach,Flodda 32250
REQUIRES COMPLIANCE WITH APPENDIX F, FBC-R 2004, "FLORIDA STANDARD FOR PASSIVE RADON RESISTANT NEW RESIDENTIAL 5-/4*x2-/4 TITENS BETWEEN RODS PER-N,,,, ROW OF 8d NAILS 0 6" O.C. INTO FLOOR TRUS
BUILDING CONSTRUCTION." IN SUCH CASES, THE SLAB-ON-GRADE SHALL BE CAST WITH A MINIMUM STRENGTH OF 300OPSI AND CONSTRUCTION SPEC. SEE ARCH. 8D NAILS 0 6" O.C. INTO ONE OF DOUBLE TOP PLATE. STAGGER THIS OR JOIST. F---------l'- 4 +4------------------- --------4- Ph.242-0908 Fox.241-9557
SLAB CONTROL JOINTS SHALL BE SEALED AGAINST SOIL-GAS ENTRY. CONTRACTOR IS RESPONSIBLE FOR FULLY COMP01NG WITH THE MSTC28 18-16d EA. END FL1901.63 THE KING STUDS ADJACENT TO ALL NAILING TYPICAL NAILING. CA#8344
STANDARD. OPENINGS (IN ADDITION TO OTHER
MSTC40 26-16d EA. END FL1901.64 NAILS SPECIFIED IN GENERAL
MATERIAL SPECIFICATIONS: ROD EMBEDMENT ZHEADER,
MSTC66 38-16d EA. END FL1901.67 FOUNDATION, NOTES. OMIT IF WALL SEGMENT 6" 1 1 1 1 1 SEE PLAN .............. CONTACT US WITH YOUR COMMU-TrS I
DEPTH PER E PLAN I I I I I ,I'', COMMENTS@LP-A.COM j
CAST-IN-PLACE CONCRETE: SHALL HAVE A COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS ROD NOTES SE ADJ. TO OPENING IS LESS THAN -IMAX
22-10d TO TRUSS 1810. WALLI ARWALL
�HE
CONCRETE IN MASONRY UNITS., SHALL BE CONCRETE MASONRY UNIT IN ACCORDANCE WITH ASTM C 90 AND SHALL HAVE A MINIMUM MGT FL1423.15 S E LAN SEE PLAN I
1-/2"0 ROD TO FTG. L
NET AREA COMPRESSIVE STRENGTH OF 1900 PSI WHEN USING TYPE M OR S MORTAR (ASTM C 270). IN ACCORDANCE WITH ACI 530, -4-
THE 1900 PSI BLOCK IN COMBINATION WITH TYPE M OR S MORTAR PROVIDES A DESIGN COMPRESSIVE STRENGTH (f'm) OF 1500 PSI. 10-SDS/,x3* TO TRUSS I
SEE 2/S2.1 FOR FASTEN CORNER POST X I
PHD2 FL503.27 9 t <
GROUT: THE GROUT SHALL BE IN ACCORDANCE NTH ASTM C 476 AND SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 1-/,*0 ROD TO FTG. 40" MAX SILL ATTACHMENT. TOGETH9R w/12d COMMON
PLACED AT AN-8" TO 11' SLUMP AND HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS WHEN TESTED MULTIPLE STUDS A 6" 8pp 0 6- O.C. (STAGGERED). 0- J
IN ACCORDANCE WITH ASTM C 1019. PHD5 14-SDS/,x3" TO TRUSS FL503,26 END OF SHEARWAL MAX
1-5/8"0 ROD TO FTG. SEE SHEARWAL FASTEN THREADED ROD_/ FOUNDAT11ON DITIONAL ANCHOR
REINFORCING STEEL SHALL BE ASTM A615, GRADE 40. 18-16d TO TRUSS ANCHORING SYSTEM SPECIFICATIONS. STRAIGHT CORNER POST PER DESIGN SPECS. NOT SHOWN BOLTS PER DESIGN SPECS.
STRUC11JRAL STEEL- SHALL BE ASTM A36. HTT16 1-V,"0 ROD TO FTG. FL503.20 00*� SCHEMATIC AND SPECIFICATIONS NOM: ONLY ONE ANCHORING SYSTEM SYMBOL DEFINITIONS
VAELDED'YARE FABRIC (WWF): SHALL BE ASTM A185. ROD IS REQ'D AT
32-16d TO TRUSS SSP MAY BE USED IN LIEU OF SPH4/6. D13L ROD INSTALLA TYP. CORNERS. VALID ONLY WHEN
ANCHOR BOLTS AND THREADED ROOS: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. HTT22 1-5/8"0 ROD TO FTG. FL503.21 HOWEVER, SPACING SHALL BE REDUCED BY HALF. SIGNATURE IS IN BLUE INK
AND RAISED SEAL
WASHER& SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). HD08 20-SDS/.x3" TO TRUSS FL1 463.25 DOUBLE TOP PLATE PORCH HEADER, (2)SIMPSON MSTA24 -1- V/4" 0 2x6
NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. 1-7/e"O ROD TO FTG. SYP #2, MATCH AS A STUD-TO-PLATE V/2" 0 2x8 2
FL474.284 I
STUD WIDTH. SEE PLAN. 2 PLY 3 PLY
ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PROQU$TS (DUAL CARTRIDGE INSTALLATION ONLY): 6-10d TO HEADER CONN. w/(12)10dxl.5' DOUBLE TOP PLATE BEAM. BEAM. 0 X_ rREVISIONS B y
SIMPSON STRONG-TIE CO., PRODUCT: EPDXY-TIE SET OR APPROVED EQUAL. LUS28 NAILS SYP #2, MATCH RE-SUBMITTED
4-10d TO JOIST 00
STUD WIDTH.
SIMPSON STRONG-TIE CO., PRODUCT: ACRYLIC-TIE SET OR APPROVED EQUAL. I A RATED SHEATHING, FOR PERMIT LAP
14-16d TO HEADER C14 X 12d NAILS BOUNDARY OF SEE DESIGN SPECS. 10.17.06
METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED, Z-MAX OR SS. HUS26 FL474.284 27 FROM OTHER SHEATHING
6-16d TO JOIST I . . . . . . . .. . . . .
SIDE OF 2nd_�/-
CONSTRUCTION SPECIFICATIONS: 36-16d TO BRG. MEMBER WALL FRAMING %1.0 2 ROWS 16d 3 ROWS 16d PLY. X EXAMPLE OF PANEL
ROOF ASMdBUE&- ROOF ASSEMBLIES SHALL BE IN ACCORDANCE WITH FBC-R CHAPTER 9. HGUS282 SL474.139 PER 7/S2.1. 2 COMMON WIRE &C-4 COMMON WIRE EDGE w/ BLOCKING
12-16d TO BRG. MEMBER SHEATHING CN X 0 WHERE REQUIRED BY-'N-,,*
FOOTING AND FOUNDATIONS: SOIL BEARING (DESIGN MAXIMUM): 2500 PSF. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A A OMITTED FOR 0 12" O.C. 0 12" O.C. GENERAL NOTES.
14-16d TO HEADER PORCH BEAM EA. SIDE. EA. SIDE.
DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE HU410 FL1218.148 CLARITY. MIN
COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS 6-16d TO JOIST OPTION A (2)2x4 BELOW. (2)SIMPSON MSTA24 wA4) '/4"x 2 3/4 -4-L . . . . . . .
FOOTINGS PROVIDE #3 0 48- O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR ABU44 5/&"0 ROD w/ 12-16d FL474.21 TITEN SCREWS TO FTG. AND (9) MULTIPLY LyL 2x6 or 2x8 bA NAIL SPACING AT . . . .... . . . .
CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. DOUBLE TOP PLATE PORCH HEADER, 10dxll/2" NAILS TO STUD. NAILING PATTERN NAILING PATTERN NAILING PATTERN SUPPORTED EDGES,
ABU66 5/8"t ROD w/ 12-16d FL1725.1 SYP #2, MATCH [SEE PLAN. �p
REINFORCED CONCRETE: DESIGN PER ACI 318 LATEST EDITION, f'c = 2500 PSI. ALL REQUIRES COMPRESSIVE STRENGTHS (UNLESS GENERAL NOTES
STUD WIDTH. A
OTHERWISE NOTED ON PLAN) 2-5/e"O BOLTS TO BEAM I BUILT-UP POST SEE PLAN. ADD 3rd 2x
CC44 FL 1218.12 k, (2)2x
ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS 2-5/,"0 BOLTS TO POST FOR NAILING SEE DET. 5/S2.0. EXAMPLE OF UNSUPPORTED
MASONRY. 3 ROWS 5/8"0 HEX
WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. GROUT ALL CELLS 4-5/8"41111 13OLTS TO BEAM (UNBLOCKED) PANEL EDGE.,
CONTAINING VERTICAL REINFORCEMENT NTH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING. WHERE PERMITTED, CC66 FL1218.18 WMATE [ HEAD THRU BOLTS w/ 2 PLY BEAM (TYPICAL)
SHALL BE 48 BAR DIAMETERS ALL CELLS BELOW FINISHED SHALL BE GROUTED SOLID. ALL EXTERIOR WALLS SHALL BE REINFORCED 2-5/e"O BOLTS TO POST CMNEC11ON HEX NUTS & WASHERS 2x10 OR 2x12.
FULL HEIGHT NTH - #4 @ 4'-0- O.C. MAX. 4 AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. AT STEMWALL CONSTRUCTED SIMPSON HUSC28-2 SILL PLATE AND 0 24" O.C.
OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND PA51 9-16d (EMBED ANCHOR) FL474.335 4" ANCHOR. 2 ROWS 16d NAILING TO INTERMEDIATE
VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 1/S1.O. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A 4- HANGER w/ 6-16d 31 COMMON WIRE
MINIMUM OF 7/0"0 ROD TO FTG. TO HEADER AND PARALLAM PSL SUPPORT IS 6" O.C. MAX.----'. STUDS, ROOF
NOTIFIED. 4-Y."O BOLTS TO TRUSS C EA. SIDE. TRUSSES, OR
I PORCH BEAM FRAMING. PLAN FOR # FLOOR JOISTS.
6". IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHOULD BE HDIOA FL503.6 6-16d TO WALL BEAM. (SEE @ 12" O.C. (LION)
WOW: ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE SET SIMPSON EPDXY-TIE FL402.3 OPTION B 4 OF PLIES) CDX PLYWOOD FLITCH.
PRESSURE-TREATED. WOOD FRAMING SHALL BE IN ACCORDANCE WITH FBC-R, UNLESS OTHERWISE NOTED HEREIN. PT LUMBER FASTEN w/ CONSTRUCTION
INDICATED IN SECTIONS PRESERVED WITH SODIUM BORATE (DOT-DISODIUM OCTABORATE TETRA HYDRATE). IF HOWEVER, ACO OR AT SIMPSON ACRYLIC TIE FL2304.1 OPTION A MAY BE USED IN LIEU OF ADHESIVE AND NAILED.
NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA CS20 9-8d TO MEMBER EA. END FL1901.6 OPTION 8 AT CONTRACTORS DISCRETION (2)SIMPSON SPH4/6,
PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. PARALLAM BEAM FLITCH BEAM
BEARING WALL NOTES* HEADER NOTES: spi 6-10d TO STUD FL474.384 PORCH BEAM SPLICE DENOTED AS H10F OR H12F.
1. DOUBLE TOP PLATES AND SILL PLATES SHALL BE SYP #2 1. TYP. HEADER SYP #2 U.O.N. ON PLAN. 4-10d TO TO TOP PLATE -%� SHEATHING NAILING DETAIL
2. JACK AND KING STUDS SPF#2. "�ROD ALTERNATE ATTACHMENT OF BUILT-UP MEMBER r6
2. PLATES IN CONTACT w/ CONCRETE OR CMU SHALL BE P.T. 6-10d TO STUD Vyffl 3 CONNECTION
3. SILL PLATE ANCHORS PER GENERAL NOTES. 3. SEE DETAIL 7/S2.0 FOR TYP. FRAMING. SP2 FL474.385 nirrn
4. STUD SIZE & GRADE ON STRUCTURAL PLANS SUPERSEDE THIS TABLE S2.0
- 4. HEADERS ON PLAN SUPERCEDE THIS TABLE. 6-10d TO TO TOP PLATE
5. MIN. OF SPF UTILITY GRADE FOR INTERIOR NON-BRG. TOP PLATES. 5. PROVIDE (2)202 SYP#2 HEADER 0 GARAGE U.O.N.
6. USE SPF#2 OR BETTER FOR ALL WALLS IN THESE PLANS. SP4 6-10dxl.5" TO STUD FL474.386
7. SPACE STUDS AT 24" O.C. IN NON-LOAD BEARING WALLS,
8. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR SPH4 10-10dxl.5" TO STUD FL538.34 PART. ENC. EXP. 'B' ALL EXP. 'C' ENCLOSED EXIP. '89 C)
FLOOR BEARING ELEVATION, UNLESS NOTED OTHEIRMSE ON PLAN. CONNECTOR F TYPICAL CONNECTION DETAIL SCHEDULE
SPH6 10-10dxl.5" TO STUD FL538.35 2nd LVL KING STUDS TO -4- A SPH4/6 016- O.C. SPH4/6 032- O.C. w
GENERAL EPDXY EMBEDMENT: (SEE ANCHORING SYSTEM BELOW FOR ADDITIONAL INFORMATION) EMBEDMENT OF RODS OR REBAR 4-10d TO STUD 1st LVL FRAMING. B CS16 @32" O.C. CS16 @32" O.C. DETAIL SIMPSON FASTENERS TO CONN. UPLIFT
CONNECTOR TRUSSAVL HEIGHT CAPACITY SIMPSON PHD5 HOLDDOWN w/
DOWELS SHALL BE 12 BAR DIAMETER MINIMUM (UON), HOLES SHALL BE '/4" LARGER THAN REBAR SIX AND '/a" LARGER THAN SSP FL 1423.21 -F
THREADED ROD SIZE. 1-10d TO TO TOP PLATE C SPH4/6 032" O.C. SPH4/6 032" O.C. 8A PHD5 14-SDS 1/4x3m 11'12 4685 14-SDS1/,"x3". WHEN DOUBLE IS
0 MSTA24 TO 4' WIDE MSTA24 TO 6' WIDE
4-10d TO STUD 0 D 88 HTT16 18-16d 16" 3480 MINIMUM 2-PLY SPECIFIED ON PLAN USE 1'/2"SDS
SHEATHING SPECIFICATIONS: w SCREWS INSTEAD.
DSP FL1 423.21 Z (2) MSTA24 TO 9" WIDE (2) MSTA24 TO 12' WIDE 8C HTT22 32-16d SINKERS 22" 5250 LVIL OR TRUSS
PROVIDE z-- i
SHINGLE ROOF - 14/32" APA RATED SHEATHING, NAILED w/8d COMMON NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (0 GABLE ENDS 1-10d TO TO TOP PLATE SOLID 0 LTT20B TO 4' WIDIE LTT20B TO 6' WIDE 8D HDQ8 20-SDS V4 x3 14' 8325
DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). 4-10d TO STUD BLOCKING 5 E HTT16 TO 9' WIDE HTT16 TO 12' WIDE 8E HHDO1 1 24-SDS 1/4x2/2" 18-3/4" 11445 FOR HTT22 CONNECTION, NOTCH
LTT20B FL1423.21 DBL. TOP PLATE AS REQ'D FOR
19/32" APA RATED SHEATHING, NAILED w/8d COMMON NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (0 GABLE ENDS BETWEEN CS1 6 TO 4' WIDE CS16 TO 6' WIDE
TILE ROOF 1-10d TO TO TOP PLATE F 8F HHDQ1 4 30-SDS '/4x2/2" 211/2" 14700 ALL NAILING TO ENGAGE HEADER.
DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). I , r FLOORS. (2) CS16 TO 9' WIDE (2) CS16 TO 12' WIDE FASTEN PER SCHEDULE ON S0.1.
BRICK LINTEL SCHEDULE AND I F I
WALL - 14/32- APA RATED SHEATHING, NAILED w/ 8d COMMON WIRE 0 6" O.C. EDGE AND 6" O.C. FIELD. PROVIDE 2x4 BLOCKING SIMPSON MSTC66
AT ALL JOINTS. AT WALLS WITH STUCCO FINISH, PANELS SHALL BE ORIENTED LOG DIRECTION PERPENDICULAR TO WALL STUDS. MISC. BRICK SPECIFICATIONS CONNECTOR, PER ON TOP OF TRUSS _J
CONNECTOR A MINIMUM 2-PLY TABLE ABOVE. AND DOWN OUTSIDE
LINTEL MIN. MAX. X.
FLOOR - 23/32" APA RATED STURD-1-FLOOR SHEATHING, GLUE AND NAIL WITH 10d COMMON @ 6- O.C. EDGE & FIELD DOUBLE TOP PLATE TO WALL STUD. LVIL OR TRUSS FACE OF POST. 5/�"O ROD, EA. END 2391 Ocean Breeze Court
DIMENSION BRG. SPAN SYP#2 DOUBLE
OF HEADER. PROVIDE
PORCH - 1/2" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6" O.C. EDGE AND FIELD HEADER, SEE SCHEDULE. it TOP PLATE Ir
(OR GREATER) CDX PLYWOOD, w/ 6d COMMON NAILS 0 6" O.C. EDGE AND FIELD 1_31/2 x3'/2xVt 4 IN. 6 FT. CONNECTOR B Z I V (2) RODS IF DOUBLE
(' '! H (2)SIMPSON HTS20 IS SPECIFIED ON PLAN.
2nd LVL WALL STUDS TO CONNECT ATTACH (1)HTS20 TRIM OVERHANG (AVOID NAILING
OSE3, wl 8d COMMON WIRE NAILS @ 6" O.C. EDGE AND FIELD. L 4 x 31/2 X 1/4 6 IN. B FT. 1st LVL WALL STUDS OR SIMPSON H3 AT SAME OR D &
Z HEADER TO JACK STUD FROM TRUSS/LVL TO FOR PLACEMENT FROM OPP. SIDE) PROVIDE 1-MSTA24
HARDIPANEL SHEATHING: WERE HARDIPANEL SHOWN USE 5/16" HARDIPANEL SHEATHING FASTENED WITH 6d NAILS 0 6- O.C. EDGES FRAMING CONNECTOR SPACING AS CONNECTOR A A307 THREADED DRILL
_L�_t POST/BEAM TO POST. OF STRAPS FASTENED EA. JACK
& FIELD. WHEN SW-3 IS NOTED FASTEN WITH 8dx2/2 GAILV. COMMON WIRE. IF SW-1 IS SHOWN. PROVIDE WOOD PANEL SHEATHING L 5 x 3/2 X 1/4 6 IN. 10 FT, AND EPDXY, 12" EMBED STUD TO HEADER. rSHEET INDE�
AS INDICATED ABOVE BENEATH HARDIPANEL APPLICATION AND PROVIDE HORIZONTAL BLOCKING AT 48" MAX ROUGH OPENING SEE ARCH. INTO MONO. SLAB FTG. 5/8"0 ROD EA.
L 6 x31/2 X 1/4 6 IN. 12 FT, KING STUDS AT OPENINGS LESS THAN 4' 1/2" ROD V(23/4" MIN. EDGE DISTANCE) SIDE OF TRUSS L SO.O-TRUSS PLACEMENT
EXTERIOR AND INTERIOR SHEARWALL SPECIIFICAMONS: SHEATH PER WOOD PANEL SHEATHING SCHEDULE BELOW, WITH 2x BLOCKING AT JACK STUDS PROVIDE SPH4/6 AND ANCHOR 5/."0 ROD 0 8A, 8B AND 8C WHEN DOUBLE IS SPECIFIED ON PLAN,
BUILT-UP POST,
KING STUD TO FOUNDATION. BOLT OR ROD ANCHOR WITHIN SEE PLAN FOR ATTACHMENT= 7/."0 ROD @ 8D PROVIDE THIS CONNECTOR ASSEMBLY SO.1-TRUSS PLACEMENT CON
ALL PANEL JOINTS. EXAMINE ALL SECTIONS AND DETAILS FOR SPECIAL NAILING AND BLOCKING CONDITIONS. L 7x3l/2 X 1/4 6 IN. 16 FT. CONNECTOR E 6", UNLESS SHEARWALL ANCHOR AT FOUNDATION _LV__
WOOD PANEL SHEATHING:. SW-# INDICATES WOOD PANEL SHEARWALL. PROVIDE NAILING AND ANCHORING AT EACH END OF 6" IS PRESENT. 1"0 ROD q 8E & 8F ON BOTH SIDES OF LVL/TRUSS.
HEADER MAY SERVE AS DOUBLE STUD). IF CONVENTIONALLY STRAPPED, ANCHOR SECOND STORY END STUDS TO FIRST FLOOR WALL CORROSION RESISTANT COATING OF EPDXY BASED PAINT. bA T�?ICAL LOW HEEL TRUSS HEADER S1.0-FOUNDATION PLAN
SHEARWALL PER SCHEDULE BELOW OR AS INDICATED ON PLAN, PROVIDE DOUBLE STUDS AT ENDS OF SHEARWALLS. (KING STUDS AT 1. STEEL LINTELS TO BE MIN. 36" LINTEL MUST HAVE -L :I 1 11 11 1.1 -I I
FRAMING w/ (3) CS16 OR AS INDICATED ON PLAN. 2. LINTEL MORE THAN 8'. SHOULD BE LATERALLY I CONNECTION CONNECTION CONNECTION S1.1-1ST & 2ND FLOOR PLAN
LABEL NAILING & END ANCHORAGE OF SHEARWALLS SUPPORTED NOT TO EXCEED 6 FT. O.C. w/1-'/4x3" WD. CONNECTOR C \-SEE 2/S2.1 FOR. DETAILS 8A.813,8CM.81E.8F DETAIL 8G DETAIL 8H
SILL ATTACHMENT. S1.2-3RD & 4TH FLOOR PLAN
Swl: NAILING- 8d COMMON WIRE NAILS 0 3" O.C. EDGE & 6" O.C. FIELD ANCHOR- 5/,S"O ROD QEL (2)1/2"0 RODS SCREWS INTO HEADER PROVIDE A 1/2" VERT. SLOTTED 1st LVL WALL STUD
SW2: USE SW1 NAILING, EXCEPT SHEATH BOTH SIDES OF 415TUDS ANCHOR- w/ (2) 5/s'O RODS HOLE FOR SCREW. TO SILL PLATE TYPICAL OPENING DETAIL AND S1.3-SECTIONS AND DETAILS
SW3: NAILING- 8d COMMON WIRE NAILS 0 6" O.C. EDGE & 6" O.C. FIELD ANCHOR- wl 1/2"o ROD 3. BRICK VENEER SIDING: HORIZONTAL TIES @ 24" O.C., t'__7�90NVENTIONAL STRAPPING SCHEDULE VMEN 8 HIGH UPLIFT TRUSS OR BEAM CONNECTIONS.
ANCHORING SYSTEM: THE THREADED ROD ANCHORING SYSTEM SHALL CONSIST OF 1/2"0 A307 THREADED RODS, ORIENTED VERTICALLY VERT. TIES 0 16" O.C.. PROVIDE 3/16"0 WEEP HOLES OTE S2.0-GENERAL SPECS.
AND ATTACHED TO THE FOUNDATION AND TO THE UPPERMOST PLATE AT THE LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE @ 33" O.C. IMMEDIATELY ABOVE FLASHING. ��O SSP MAY BE USED IN LIEU OF SPH4/6 HOWEVER! SPACING SHALL BE REDUCED BY HALF. S2.0
TOP PLATE, PROVIDE A 3% 3%/4" THICK STEEL WASHER. FASTEN WITH A NUT AND ALLOW AT LEAST 3 THREADS TO EXTEND ABOVE S2.1-STD. DETAILS
TIGHTENED NUT. (TYP.)THIS SYSTEM ELIMINATES THE CONVENTIONAL STRAPPING REQUIREMENTS OF WOOD FRAMED CONSTRUCTION (I.E. 2x SPF RIPPED TO FIT NOTE: IF SHEARWALL IS SPECIFIED
STUD-TO-PLATE TIES, BOTTOM PLATE TO FOUNDATION TIES, FLOOR-TO-FLOOR STRAPS, AND HEADER TO JACK STUD STRAPS) FASTENING SCHEDULE ARCH. DEPTH REQ'D. SHEATHING ON PLAN AT THIS CONDITION, SHEATHING WALL
UNLESS OTHERWISE NOTED IN THESE DOCUMENTS. CONT. AT
FOR WOOD MEMBERS EXTEND SHEATHING FULL HEIGHT ABOVE ADJ. ROOF
(U.O.N. ON PLAN) LTP4 MAY BE Uj GIRT/VERT' DOWN TO FLOOR FRAMING & FASTEN UP TO HIGH DBL. Do not scale dimensions from these
ROQ INSTALLATION: AT ALL PLATE PENETRATIONS, PROVIDE A HOLE IN THE PLATE %" LARGER THAN THE DIAMETER OF THE OMITTED IF JACK 1, uj JOINT. DECK LEDGER OVER WALL SHEATHING1 TOP PLATE. dravAngs.If a dimension Is uncleor
THREADED ROD USED. MILE SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERS (SIMPSON CNW OR EQUAL) MAY BE USED IN INSTALLED UNDER V) re er to the Architectural dravvings or
CASES WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE ROD SHALL BE INSTALLED APPROXIMATELY CENTERED IN HOLE. RODS MAY MEMBERS CONN. CONN. I
BE SLANTED FROM TRUE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. TYPE BOX BEAM. CONVENTIONAL ROOF FRAMING SCHEDULE 8d COMMON contact the E.O.R.
THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SECURED OVER THE WASHER TO A SNUG-TIGHT CONDITION PLUS ONE-HALF TURN JOIST TO SILL Qd GIRDER TOE NAIL 2-15d LTP4* ON INSIDE FACE w/6-12d ASPHALT SHINGLE CONCRETE TILE WIRE NAILS
OF A STANDARD WRENCH (APPROXIMATELY 25 FT.-LBS. OF TOROUE). TOE NAILS TOP & BOT. 2XI5 OR 2x8 T&B ROOF RAFTER UPLIFT CONNECTOR 0 TO BLOCKING
BRIDGING TO JOIST TOE NAIL 2-8d E.E. OPTION Ae I BOX BEAM BETWEEN TO MATCH WALL (SYP #2) MAXIMUM SPAN MAXIMUM SPAN 0 3" 0.C. SUBDIVISION
EPDXY ANCHORINGe ALL THREADED RODS SHALL BE DRILLED & EPDXY ANCHORED. PROVIDE A MINIMUM EDGE DISTANCE (MEASURED WINDOWS IN TWO STORY FRAMING THICKNES-S w/ 024" O.C. 016" O.C. 024" O.C. 016" O.C. DBL. TOP PLATE PRE-ENG TRUSS
FROM CENTERLINE OF ROD TO EDGE OF SLAB) OF 2" FOR 2x4 FRAMING AND 3" IN 2x6 FRAMING. PROVIDE 6" EMBEDMENT FOR SOLE PLATE TO JOIST/BLOCKING FACE NAIL 16d0P 16" O.C. 2-A35 AND6-12d TOE 12d 0 8" O.C. 2 x 6 gp-6" 11'-6" 8P-6" go-g" (1) H3 OR 4-12d TOE NAIL (1) A35 gR 4-12d TOE NAIL ro CEAN BREEZE COURT
MONOLITHIC CONCRETE AND 12" EMBEDMENT FOR STEMWALL AND CMU AND ICF INSTALLATIONS. NAILS TOP AND BOT. DET (TYP) SHEATHING WALL DOWN LOT UNIT BLOCK
TOP OR SOLE PLATE TO STUD FACE NAIL 2-16d B 2 x 8 13'-0" 15,-0" 119-6v* 13'-0" (2) H3 DR 8-12d TOE NAIL (2) A35 OR 8-12d TOE NAIL TO INTERSECTION OF STUD WALL FRAMING 7
GENERAL UPLIFT REQUIREMENTS: AT WALLS INSTALL 1/200 A307 THREADED ROD ANCHORS PER DETAILS 1 & 2/S2.0 WITH A MAX 2x SPF RIPPED 1- 2 x 10 16*-6" 19'-00 13'-9" 170-011 (1) MTS12 (2) A35 FLOOR FRAMING. w/2x SOLID BLOCKING 2x4 BLOCKING
SPACING OF; 6'-8" O.C., AT EXTERIOR WALLS & 4'-0" O.C. AT INTERIOR BEARING WALLS, AND AT ALL CORNERS AND WALL CUSTOMER PLAN NAME
FT16'-23- 19'-9" (2) MTS1 2 (2) A35 8d COMMON WIRE
INTERSECTIONS. ALSO, LOCATE AT SPECIAL ANCHOR LOCATIONS INDICATED ON PLAN. INTERIOR PARTITION WALLS AND INTERIOR STUD TO SOLE PLATE TOE NAIL 3-16d TO FIT ARCH.- 2 x 12-T 19,-0" 23'-0 AT SHEATHING EDGE BETWEEN EA. TRUSS. THOMPSON BUILD.
BEARING WALLS WITH NO ROOF UPLIFT DO NOT REQUIRE ANCHORS. ANCHORS AT ENDS OF SHEARWALLS MAY VARY, SEE SHEARWALL DEPTH REO'D. i ATTACH AT EACH WALL
TO LEDGER @ 3* O.C.
SPECIFICATIONS ABOVE AND PLAN FOR LOCATION. AS AN ALTERNATE THE CONTRACTOR MAY INSTALL CONVENTIONAL STRAPPING DOUBLE STUDS FACE NAIL 16dO 12" O.C. NOTE: I ------ L STUD w/ 3-16 NAILS DESIGN/DRAWN/CHECKED
PER 7/S2.0 FOR IN TERI OR/EXTERIOR ROOF BEARING WALLS IN LIEU OF THE ANCHORING SYSTEM. I AT EACH FRAMING
0 SHEATHING USE THIS SCHEDULE FOR ALL ROOFS NOT FRAMED BY PRE-ENGINEERED WOOD ROOF TRUSSES. AT X AOB/ AG /LAP
TOP PLATE, LAPS/INTERSECTION FACE NAIL 2-16d w INTERSECTION.
SILL PLATE CONNECTORS: ALL EXTERIOR WALLS & INTERIOR SHEARWALLS, PROVIDE 1/2"x6" Ig THREADED ROD ANCHORS wl 2x2x'/4 wo < CONT. AT CONVENTIONAL FRAMING LOCATED OVER OTHER ROOF FRAMING, SEE LEDGER BOARD DETAIL BELOW FOR ROOF
ATTACHMENT OF OVERFRAMED RAFTERS TO MAIN RAFTERS. WEN USING TWO H3 CLIr-) ON ll/ (MIN. 6-16d BETWEEN DATE
16d0l 6" O.C. w GIRT/VERT 2- WIDE TRUSS OR--\
OR 11/2"01/2"x'/8"o PLATE WASHER DRILLED & EPDXIED 0 40" OC BETWEEN ANCHOR RODS INCLUDING BENEATH WINDOW SILLS, CONT, HEADER, TWO PIECES FACE NAIL eo. EDGE U.1 JOINT. LUMBER, PLACE CLIPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. WHEN-USING TWO A35 CLIPS JOIST EACH TRUSS) 10.17.06
ROOF AND CEILING FRAMING* REFER TO TRUSS SHOP DRAWINGS FOR TRUSS PROFILES. PROVIDE SOLID BLOCKING AT SHEATHING ON 11/2" WIDE LUMBER, STAGGER CLIPS VERTICALLY TO AVOID NAILING INTERFERENCE. RAFTERS SHALL BE I I SCALE
JOINTS IN THE FIRST TWO RAFTER OR TRUSS SPACES FROM GABLE END. ROOF SHEATHING SHALL BE ATTACHED TO BLOCKING WITH CEILING JOIST TO PLATE TOE NAIL 2-16d HEADER, STRAPPED TO NEAREST MAIN ROOF RAFTER. CONTINUOUS 2x6 SYP#2 ROOF TRUSSES PERPENDICULAR AS NOTED
PANEL-END NAILING REQUIREMENTS. ALL CONVENTIONAL FRAMING SHALL BE SYP#2. CONT. HEADER TO STUD TOE NAIL 3-16d SEE PLAN. LEDGER, wM)l DETAIL B JOB NO.
NAILS EACH STUD.
MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL Qjj BE RESPONSIBLE FOR CONSTRUCTION MEANS, 67429
METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS CEILING JOIST TO ROOF RAFTER FACE NAIL 8-12d
PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE NTH THE CONTRACT 7KING & JACKS PER SCHED. ROOF TRUSSES PARALLEL SHEET
DOCUMENTS. RAFTER PLATE TOE NAIL 4-16d 0P710N BL SPECIAL BOX BEAM BETWEEN 10 CONVENTIONAL ROOF SCHEDULE DETAIL A
UL41TS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILIME& THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER BUILT-UP CORNER STUDS FACE NAIL 16dO 12" O.C. DOORS/WINDOWS IN TWO STORY FRAMING S2.0
ARE LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, WOOD PANEL SHEARWALLS, WALL FRAMING AND I VMEN WALL ADJ. TO ROOF FRAMING-
REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED PRE-ENGINEERED WOOD FLOOR AND BOX BEAM DETAIL. 0 S2.0 SEE CONSTRUCTION SPECIFICATIONS FOR ROOF AND 0
ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY ARCHITECTURAL,
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SHEET 7 OF 8
E L E V A T1 0 N( 7 *"_N LOAD PATH-SUPPORT/UPUFT SUMMARY SYMBOL LEGEND
NV./3
V_
BRIG. MEMBER NODE SUPPORT U T WOOD BEAM OR TRUSS
TRUSS A31 A,B CMU 9G/S2.1 INTERIOR LOAD BEARING WALL
2x8 FLOOR -T`R`���_91\ -SP
'�o '_ ...............................o'o"o
FRAMING AT 5 12xl 6 CMU BM#8 B . 3.2x8 SYP 8D/S2.0 2x6 STUD WALL 0 16" D.C.
16 to O.C. S1 .3 PILASTER w/4-#6 VERT. BM#14 B 2.2x4-SPF (2 MTS12 SHEARWALL SEGMENT.
SEE 6/S1.0. BM#15 B 3.2x4-SPF (2)HTS20+(2)H8
7qW, STEP, SEE ARCHITECTURAL PLANS
=7 2x8 FLOOR BM#1 7 A 2.2x8-SPF (2)HTS20
.3.al... ..... ...... . 5 j - �:><
FRAMING AT BM#22 B 3.2x6-SPF 8A/S2.0 KEYED NOTE 2 FOR BALLOON FRAMING.
7'
...... ........ X8 (2)MTS12 Lou Pontigo and
.. ............... ............. . .... ...... .. ...........
....... ...... ...... ...... ..
.....:. - . ...
.............. TRUSS F54 B 2.2 -SP F
...... ........... ...... ..
............ ..................... ...... ... . ...... ...... ....... .... ...... ................................... .......
............ ......... ................
..... ...... . .... ...... ....
...... .. ...... ...... ... .... .............. .... ...... ...... ...... ...... ....... .... S1.3
...... ..... .. ......... ...... ......
..............
.... ...._ - - . ....... 16" O.C. TRUSS E60 A 2.2x8-SPF 8A
... ...... ....... ..... . ... ..... ..................
.......... ...... ...... ..... Inc.
.. ............. ..................... . .... .... ...... .. .............I.............. ....... . /S2.0 Associates
..... ....... ....
........................... ...... ..................*.,..,.,I*.*.*. .,.,.,%.,.*.., ........... I -SPF 8D/S2.0
...... ...... ...... ...... ..
.... ........
... ......................... .. . ...... ...... ....... CONVENTIONALLY STRAPED AREA, SEE 7/S2.0
...... TRUSS E60 B 2.2x8
................... ...... ...... . ....
. ............. .... .......... . .. . ..... ....... .. 496 Osceola Avenue
TRUSS E63 A 2.2x8-SPF (2)HTS20+(2)H8
.. ...... ...... ...... ...... ....... . ... ......... ...............
...... . .... .. ... ...... ..................................
BM# BEAM, PER TRUSS PACKAGE, U.O.N. Jax. Beach,Flodda 32250
...... ...... ...... . ...... ... ...... ...... . .. ....
. ............................ ...... ...... ...... ...... ...... ......... .................. ...... ..................... .......
...... ...... ...... .I.... ...... .......... ...... ...... .......
*.*.*.'.'.*.'i'...............,*.*.*.'.,I............ .. ... ,.,.%,.%,........ 11 11 1......... ..... ................... ... ..... ............. ....... ....... ....
..... ...... . . .............. . . ...... ......
... ...... ...... .......................... ...... ...... . .... ..I... ...... ...... ... ....... ... ...... ...... ...... .....................
..... ....... .............. .................. .
. ...... ...... .......... ..................... .......
............... ...... ...... ....... .... ....... A 2.2x8 FB# FLOOR SEAM, PER TRUSS PACKAGE, U.O.N.
...... . ..... .................. ...... ...... ...... CA#8344
... ..... ......*...... NOTE: . ...... ...... TRUSS E65 -SPF 2)HTS20+(2)H8
.... ..... ...... ...... ........... ...... ... . .... ...... ...... ...... ........
..... ............ .... ....
................ ... ...
ALL CMU WALLS @ THIS ... ............................... .. ...... ......
.... .......... ....
... ............ ...... ...... ...... .............. ...... ...... ....
..... ...... ...... ................... .. ... . ...... ...... ............................ ..... ......
.... ...... ...... ...... .....................
.. ..... ......
...... ....*. ...... .................. ...... ...... ...... ...... ... ............................. ...... ...... ...... ...... ..... ...... .
H# HEADER, SEE SCHEDULE BELOW.
..................... ...... .. ... ...... . .... ...... ...... ...... ....... LEVEL ARE SHEARWALLS. ...... ..... .. LOADING CHART NOTES: THESE BEARING NODES CORRELATE WITH CONTACT US WrrH YOUR COMMWTS
...... ...... ....... ....... ... .... ... ......
......... . POST TO MATCH
............ . ........ ...... ...... ...... ...... .............. ......
...... ...... ..............
............. ..... .... ...... . ............... ...... ...... ...... ...... ...... ...... ..... ......... .
.... .... ................... ...... ...... ..... ..... .... ...... ............... ..... . ..... ...... ...... ...... .............. ...... ..... ...... . .
1..''*1 1"1"",`% - n .*-*.-,-,-%*.-*.. ...... ...... ...... ...... .............. ......
. . ..........
.... ...... ...... ...... ...... ...... THE TRUSS PROFILES AND HAVE BEEN RE-LABELED AS A.B.C,D,...,
... ...... ... . .. .......
tOMMENTSM110-K.C64 j
...... ... .. POST ABOVE.
11 11 --- --- J ..:...... ...... ...... ...... ...... ...... ...... ..... ......... . FROM LEFT TO RIGHT. THE NODE LABELS GIVEN IN THE TRUSS 11;71
. ................ ...... ...... ...... ...... ...... ...... .1.*.'.*.*.,.*.*.,.%*..,. 1 BUILT-UP POST WITHIN THE WALL, SEE
........ ...... ...... ...... ...... .............. ......
111111111,K .... ...... ...... ...... ...... ...... ...... ENGINEERING HAVE BEEN DISREGARDED. L2sl
11111h CMU REINFORCING NOTE: .. ...... * . I
......... .. PLAN AND SUPPORT CALLOUT
...... ...... ..... ...... . .
........ ...... ...... .
TYPICAL #5 VERTICAL REINF. :2 .*-'.*.*.*".*.*...................... .......................................................... .*.,.,.*.,..,.,....... ..
...... ......................... FRAME UPLIFT CONNECTOR SCHEDULE
.. ...... ...... ...... ...................
................................ ..... ...
AT 48 O.C. SEE S2.1 FOR
....................... . .... ....
............ . . C LTT20B (SIMPSON) OR PROVIDE
ONNECTION UPLIFT (LBS)
........ ...... ...... ...... ...... ....... ............... ...
REINF. EA. SIDE OF OPENING. . ...... ...... ............................. ..
...... ............ ...... . *..... ...... ...... ... .....
...... ........... SPH4
3C /6 w//2" ANCHOR E30LT HDO8 (SIMPSON)
....... ...... ...... ...... ...................... ..... ......... (1)H8 OR (2)H3 < 745 C 0
4" FROM STUD.
CONNECTION TO:
DBL TOP PLATE MH8 < 1490
NOTE: WHERE NON-PRESSURE HTT16 (SIMPSON) PA51 (SIMPSON)
gR
TREATED WOOD BEARS ON CMU (2)MTS12 < 2000
HEADER
POST FROM OR X THREADED ROD
PROVIDE 2-LAYERS OF 30 LBS. LEDGER SEE 5/S1.3 (2)HTS20 < 2900* HTT22 (SIMPSON)
POST
ROOFING PAPER BETWEEN ABOVE. SEE VALID ONLY WHEN
FOR BOLT SIZE &
ALL HEADERS KEYED NOTE 10. (2)HTS20+(2)H8 < 4390* SIGNATURE IS IN BLUE INK
WOOD & CMU WALL. L. - I
ARE H6; U.O.N. SPACING. HTS20 (SIMPSON) PHD2 (SIMPSON) AND RAISED SEAL
FPROVIDE '/2"0 ROD ADJ. TO CONNECTORS 1
NOTE: TRUSS CONNECTIONS SHOWN ON PLAN SHALL SUPERSEDE
TABLE. AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO
NOTE: ALL BEAM TO CMU
AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING TWO HEADER SCHEDULE (MINIMUM SIZE) REVISIONS B
HANGER CONNECTION SHALL STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY r Y)
BE SIMPSON HUC410(U.O.N.) ALL HEADERS ACROSS DBL. TOP PLATE FROM EA. OTHER. SYMBOL HEAD�R MAXIMUM JACK KING RE-SUBMITTED
OPENING STUDS STUDS FOR PERMIT LAP
ARE H6; U.O.N.
NOTE: 10.17.06
-R SEE�18/S2.1 SEE 9/S2.1 FOR ROOF TRUSS H6 (2)2x6 4'-4 1 1
0
FOR BOO SIZE & CONNECTOR SCHEDULE AT CMU H8 (2)2x8 6 -4 1 2
WALLS.
SPACING.
H10 (2)2xjO 8'-4" 1 3
H12 (2)2xi 2 10'-4 2 3
POST FROM
H9.25 (2)9.250 LVL PER PLAN 2 3
ABOVE. SEE
2x8 FLOOR
BM 4 FRAMING AT KEYED NOTE 10. H1 1.88 (2)11.88" LVL PER PLAN 2 3
................ POST FROM
16 O.C. H14.00 (2)14.00" LVL PER PLAN 3 3
................... .
ABOVE. SEE
.. ............................... .
.............................................
H16.00 (2)16.00" LVL PER PLAN 3 3
........ ........
......... ... . .... KEYED NOTE 10.
...............................
...........
TYPICAL PLAN NOTES:
..............................
BM#1 ... 1. BEAMS & HEADERS SUPPORTING ROOF FRAMING (EITHER DIRECTLY
...................... ... H10 H10
OR THAT SUPPORT AN UPPER LEVEL WALL THAT SUPPORTS ROOF
... ..............................
FRAMING) SHALL BE SUPPORTED BY (3)2x SPF#2 TO MATCH WALL
..............
........ ........ 5 H H 0. FA TEN POS
.......................................
........................................
..................
�.3 TO FOOTING w/ HTT16. THESE SIMPSON FASTENERS MAY BE OMITTED IF
...............................
TRUSS F2B .......................... THE BEAM PASSES BELOW THE CONTINUOUS DOUBLE TOP PLATES AND
...............
..................
.................
................................ ......... A THREADED ROD IS WITHIN 6" OF THE SUPPORT POST.
.... ..... ........ ....
CANTILEVER I ,**-'-*-'_".*-'-*.'-*-*_*-',**-"-.'-**''*....1%.".".".'1""" i I
............'.............,.................. ...... .....
.. .......................... .... POST FRO
..... ..... ......
....... ABOVE. S 2. SEE 4/S2.1 FOR ATTACHIMENT OF INTERIOR SHEARWALL TO FLOOR
AND DETAIL 5/S2.1 FOR ATTACHMENT TO THE ROOF.
12x12 CMU PIER PILASTER,
KEYED
E
L
6 SEE DETAIL 14/S2.1 NOTE 10. 1 0
3. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN
LINTEL �RU S F1 3
TYPICAL (2 PLACES) TRUSSES, SEE ALT C. OF 5/S2.1 (TYPICAL)
129 FOR] Ok
L
V I IL_ 1 4. R GENERAL UPLIFT REQUIREMENTS, SEE ANCHORING SYSTEM IN
CONSTRUCTION SPECS ON S2.0.
�Ci LL_
PROVIDE 2x8 PT SYP#2
5. 'POST FROM ABOVE' WHEN NOT BEARING ON BEAM, INDICATES THAT
NAILER PASTENED TO CMU
6 THE SAME SIZE AND SPECIES POST SHOWN ON THE 2ND FLOOR SHALL
TRUSS F2A WALL WITH 3-1/4 x 3" 12x12 CMU PIER PILASTER, BE PLACED ON THE 1ST FLOOR ALIGNED w/ THE' UPPER POST, PROVIDE
00
LEDGER SEE 1,8/S .1 \I'S 1-3) C)
CANTILEVER TAPCON CONIC. SCREWS SOLID BLOCKING WITHIN THE FLOOR SYSTEM. FASTEN UPPER LEVEL
FOR BOLT SIZE & M cc SEE DETAIL 14/S2.1 POST TO LOWER LEVEL POST OR TO LOWER LEVEL BEAM WITH (2)CS16
@ 16" O.C. (n
M
SPACING. %j__tM#_/ TYPICAL (2 PLACES) STRAPS AND FASTEN TO FOUNDATION w/ HTT16 U.O.N. ON PLAN
?
6. FOR BEARING WALL ANDLHEADER NOTES, SEE CONSTRUCTION SPECJ1
11.....................
7. ALL EXTERIOR WALLS ARE SW-3. INSTALL ONE ANCHOR PER
BM SCHEDULE, ADJACENT TO ALL DOOR AND WINDOW OPENINGS. (UON)
6x6 P.T. SYP#2 C)
POST, TYPICAL. SEE PLAN NOTE 7. "/- s E PLAN NOT 7.
SIMPSON HGUS410 '7 1 8. TYPICAL BUILT-UP STUDIPOST AT ALL MULTI-PLY TRUSSES AND
EACH END OF 13M#2 (4 PLACES) TRU S' A- BEAMS, PROVIDE A BUILT-UP POST COMPOSED OF MULTIPLE WALL
STUDS EQUAL TO THE NUMBER OF TRUSS OR BEAM PLIES. (U.O.N.)
KEYED PLAN NOTES:(APPLICABLE ONLY IF REFRENCED ON PLAN.) 2391 Ocean Breeze Court
B #21 1. PROVIDE (2)FULL HT KINOS & (2)JACK STUDS EA. SIDE OF EACH
TYPICAL PORCH FRAMING NOTES
........ ... ... OPENING. EACH JACK STUD TO HEADER W/MSTA24. AT GROUND FLOOR
........ ........ ... ...
............ .......... I............. ... (IF THREADED ROD IS NOT POSSIBLE) FASTEN JACKS TO BOTTOM PLATE
..............*...... ... BEAM TO POST
....... ......... .....
. .......... ... ..... .. w/SPH4/6 & '/2"0 ANCHOR BOLT TO BE PLACED WITHIN 4" OF JACK
.......... ....
(2)MSTA24 w/9-10d EACH END
.. ......... . .... ...... GROUP. AT ELEVATED FLOORS, FASTEN JACKS TO WALL FRAMING
.......... .......... ... ..... ..
.. ........ ..........
.... ...........
... .... BEAM TO WALL FRAMING x x BELOW W/ (2)CS1 6.
.. ..... ........ .. ..... ... ..... ..........
.. .... ...... . ...... ..... ............
........... ... ... ..... .. H rSHEET INDEX
24x28 CMU . ...... .....
..........
L. ....... ........... SEE DETAIL 3/S2.0 FOR CONNECTION
PILASTER, SO.0-TRUSS PLACEMENT
_4 2. PLACE GABLE END TRUSS TO THE INTERIOR FACE OF BALLOON
SEE 14 S2.1. UPPER POST TO LOWER POST (MULTI-STORYI
Sim FRAMED WALL AND FASTEN TRUSS TOP & BOTTOM CHORDS TO
2 SEE ARCH I TECTUR ALEFOR IUFJ (2)CS16 w/9-8d TO EACH END BALLOON FRAMED WALL STUDS w/ 2-12d COMMON WIRE NAILS AT Ek SO.1-TRUSS PLACEMENT CONT
OF CMU WALL ELEVATIONS STUD. FASTEN GABLE END TRUSS W/ SIMPSON HIS AT EACH END.
2x12 FLOOR S1.3 FRONT ENTRY & MAIN FRONT POST TO SLAB CONVENTIONALLY STRAP WALL U.O.N. S1.0-FOUNDATION PLAN
FRAMING AT
WALLS ARE TALLER ABU44/66 w/6-16d EA. END OR S1.1-1ST & 2ND FLOOR PLAN
24" O.C. 3. SHEATH WALL FULL HEIGHT DOWN TO FLOOR FRAMING BEFORE ROOF
THEN REMAINDER OF HOUSE. HTT16 w/1--3/," ROD TO FTG. DECKING. I S1.2-3RD & 4TH FLOOR PLAN
4. H10F OR H12F SYP#2 BEAM W/ '/2" CDX PLYWOOD FLITCH GLUED & S1.3-SECTIONS, AND DETAILS
NAILED w/ 3-ROWS OF 12d COMMON WIRE NAILS @ 6" O.C. (STAGGER
FROM EA. SIDE)
S2.0-GENERAL SPECS.
SECOND FLOOR FRAMING PLAN 5. PROVIDE SPF#2 SOLID BLOCKING AT 24" O.C. BETWEEN THE GABLE END S2.1-STD. DETAILS
TRUSS AND THE FIRST INTERIOR TRUSS (TO MATCH TOP AND BOTTOM
SCALE: 3/16" = 1'-0" CHORD DEPTHS). INSTALL AN INFILL 2X4 SPF#2 STUD WALL ALONG THE
RAKE OF THE TOP CHORD AND FASTEN THE INFILL WALL PLATES DIRECTL*
1. BEAMS AND TRUSSES INDICATED ON THIS PLAN ARE ROOF TO THE BLOCKING ALONG BOTH THE TOP AND BOTTOM CHORDS w/3-12d!
FRAMING MEMBERS. COMMON WIRE NAILS AT EACH INTERSECTION. Do not scale dimensions from these
dramdngs.If a dimension is unclear
FIRST FLOOR FRAMING PLAN- 6. CURVED WALLS SHALL BEt'CONSTRUCTED OF STUDS AT 12" O.C. refer to the Architectural drawings or
$) 1-009 2. (& INDICATES NODE OF FRAMING MIEMBER, SEE LOAD
SCALE: 3/16 1 SHEATHED WITH 3/8* CDX PLYWOOD INSTALLED WITH THE STRONG AXIS
PATH-U PLIFT/SUPPORT SCHEDULE THIS SHEET. VERTICALLY ON BOTH THE INTERIOR AND EXTERIOR SURFACES OF THE
1. BEAMS AND TRUSSES INDICATED ON THIS PLAN ARE WALL. FASTENING SHALL BE WITH 8d COMMON WIRE NAILS 0 6N O.C. ED
SECOND FLOOR FRAMING MEMBERS. 3. REFER TO PLAN NOTES AND KEYE'.D NOTES AT RIGHT FOR AND FIELD. HEADERS SHALL BE CURVED PLYWOOD BEAM MINIMUM OF 24" SUBDIVISION
DEEP GLUED AND NAILED PER SHEATHING SPECIFICATIONS, EAN BREEZE C URT
PLAN SPECIFICS.. ro C, 0
2. (�) INDICATES NODE OF FRAMING MEMBER, SEE LOAD 7. OVERFRAME__GABLE OVER ROOF TRUSSES. PROVIDE 2x4 LOT UNIT BLOCK
PATH-UPLIFT/SUPPORT SCHEDULE THIS SHEET. 4. BUILT-UP POST SHOWN ON PLAN ARE MINIMUM AND MAY BLOCKING BETWEEN TRUSSES 0 24" O.C. FASTEN BLOCKING EA. END 7
BE INCREASED TO CORRESPOND WITHI STUD WALL SIZE w/SIMPSON A34 CLIP. ANCHOR WALL TO FRAMING PER SCHEDULE 7/S2.0.1 CUSTOMER PLAN NAME
3. REFER TO PLAN NOTES AND KEYED NOTES AT RIGHT FOR SELECTED. S. WALL SEAT FRAMING. PROVIDE (2)2x4 BLOCKS BETWEEN TRUSSES THOMPSON BUILD.
PLAN SPECIFICS. FASTENED EA. END w/ (2)A35 CLIPS TO SUPPORT WINDOW SEAT. DESIGN/DRAWN/CHECKED
5. ALL EXTERIOR WALLS ARE SW-3. INSTALL ONE ANCHOR. 9. CONVENTIONALLY FRAMED HIPS AND RIDGES WHERE NOTED ON PLAN AOB/ AG /LAP
4. BUILT-UP POST SHOWN ON PLAN ARE MINIMUM AND MAY PER SCHEDULE ADJACENT TO ALL DOOR & WINDOW PROVIDE (2)2x4 SYP#2 KING POST FASTEN TOP AND BOT. w/ (2)HTS20. DATE
BE INCREASED TO CORRESPOND WITH STUD WALL SIZE OPENINGS. (U.O.N.) 10. FASTEN POST TO FRAMING BELOW w/ (2)CS16 QR (2)MSTA30 STRAPS. 10.17.06
SELECTED. FASTNED TO CMU WITH TITAN MASONARY SCREWS. SC ALE
6. REFER TO SO.0 FOR MINIMUM EXTERIOR BEARING WALL I AS NOTED
5. ALL EXTERIOR WALLS ARE SW-3. INSTALL ONE ANCHOR, SCHEDULE IN COMPLIANCE WITH FBCR TABLE R301.7. 11. PROVIDE INTERME01,&TE 4ACK %TIdQLS,, npr,�wo.%.qc,�,z�4,
JACK STUD TO HEADER w/MSTA34 AND TO FRAMING BELOW W/
PER SCHEDULE, ADJACENT TO ALL DOOR & WINDOW (2)CS10 STRAPS. 67429
OPENINGS. (U.O.N.) 7. PROVIDE 3 REINF. FILLED CELL DIRECTLY BENEATH SHEET
SUPPORTED MEMBER
6. REFER TO SO.0 FOR MINIMUM EXTERIOR BEARING WALL
SCHEDULE IN COMPLIANCE WITH FBC-R TABLE R301.7.
Kill
F F-A 1
fA UR IN BLUE INK
A NTD RNAS E D SEAL
In J_
5
SHEET 4 OF 8
,SYMBOL LEGEND
2 2x12 P.T. FLOOR WOOD BIIAM OR TRUSS
S1.3 FRAMING AT LOAD PATH-SUPPORT/U PLI FT SUMMARY
P2Z77,,7J INTERIOR LOAD BEARING WALL
2 4' 0.C. BRG. MEMBER NODE SUPPORT UPLIFT
RAILING BY OTHER TRUSS A31 A,B CMU 9G/S2.1 2x6 STUD WALL @ 16" O.C.
.................... .................... ..........)_................. .................... TRUSS 171 B 2.2x6-SPF 8B/S2.0 sw# SHEARW�Ll_ SEGMENT.
........... ....... .. ...........
BM#8 B 3.2x8 SYP 8D/S2.0
.................I.. ....... .. ............................... ..... ......... .......... .
.... ..... .......... .................... ..................... .... .............
.......... ....... .. ....... .
.................... ....... .. ............................... ...........................................
.. ............ .......... .................... ........
.......... .......... ..... ............... ........................................ .
.......... ............j
.................... ................ 7AW, STEP, SiE ARCHITECTURAL PLANS
........ ...... ......
....... 116�
.......... ... BM#14 B 2.2x4-SPF (2)MTS12
..... . ...... ..........
-Xj:
.............Hl-c
BR
BM#15 SPF (2)HTS20+(2)H8 ><
... .... B 3.2x4-
.......... ......... ........ KEYED NOTE 2 FOR BALLOON FRAMING. Lou Pontigo, and
ACE �ABLE END PER 2/SO.O OR SEE
.....................
...... .......... .................... .......... .... ......... ......... .......... ..........1.1
�\. .................. BM#17 A 2.2x8-SPF (2)HTS20
.,""I',"*".*.*.*.,.,.,.,.,.'.' *.'.*.'.'.*.... .......... .... .......
................ ....... .. ............_.. ... ... .1
. ...... .................. ............ .......... ......... . . .... .......... .**.............. .......... .................. .......... ...........
.......... ......... .........
....... .......... . . .............. .......... .......... ..... . ...........
................ ....... .. .............
............ .......... ... ... .. .......... ......... ..*....... ..... .. ....... ......... ....... ...........
..... .. .......... ................. .......... ......................
......... .......... .. . ......... .......... ...........
......... .......... BM#22 B 3.2x6-SPF 8A/S2-O Associates, Inc.
... ........... SEE 4/S1.3 CONVENTIONALLY STRAPED AREA, SEE 7/S2.0
.................. TRUSS F54
B 2.2x8-SPF (2)MTS12
. . ...... .......... ....... ............ .....
. ...... ......... ....... .. ....... ...... .........
............. ..........
. . ...... .......... ...... ............ .......... .. ...... .......... 496 Osceola Avenue
..-.\............... ........................................
......... .. .. .. .......... ...............
......... ......
.. ............. ..... .......... ......... ....... PC' TAL FRAME
.......... ......... .......... ... ...\. ......... .......... -I
. ...... ......... ....... . .......... .*.. .... .......... .............. .... .. .......... X TRUSS E60 A 2.2x8-SPF 8A/S2.0 BEAM PER TRUSS PACKAGE, U.O.N. Jax. Beach, Floiida 32250
-,I*-*.. ............ ...... .. ...... ...
. . . .. .......... ......... .......... ....... .................. ...
.............. .... . 1. ....: . BM#
A TRUSS E60 B 2.2x8-SPF 8D/S2.0 Ph.242-0908 Fax.241-9557
... ........... ......
DETA L EACH END
......................
.... ..... .
CA 8344
.......... (TYPICAL).
....... TRUSS E63 A 2.2x8-SPF (2)HTS20+(2)H8 FB# FLOOR BEAM, PER TRUSS PACKAGE, U.0.N.
. . . ........ .......... ........................................
> ------- --------
BM#17
. .... ... .......................
.. . ........ .......
00 ........
w-3 L�, TRUSS E63 8 2.2x8-SPF 8D/S2.0
T_ ..... ........ ......
................................ H# HE
ADER, SEESCHEDULEBELOW. CONTACT US WITH YOUR COMM04TS
................. ZY5
......... . ...... TRUSS E65 A 2.2x8-SPF (2)HTS20+(2)H8
. . ........ ...... ... ........................................
_4
---------------- --- BUILT-UP POST WITHIN THE WALL, SEE
illiflilill LOADING CHART NOTES: THESE BEARING NODES CORRELATE NTH PLAN AND SUPPORT CALLOUT
U LOCATE SPECIAL BEAM > THE TRUSS PROFILES AND HAVE BEEN RE-LABELED AS A,B,C,D,...,
FROM LEFT TO RIGHT. THE NODE LABELS GIVEN IN THE TRUSS
3 DOECTLY BENEATH SW-1 OB
ENGINEERING HAVE BEEN DISREGARDED.
X POST FROM S1.3 A OVE. FRAME UPLIFT CONNECTOR SCHEDULE LTT20B (SIMPSON) OR PROVIDE
ABOVE. SEE LO TE SW-1 DIRECTLY SPH4/6 w//2" ANCHOR BOLT 0 HDQ8 (SIMPSON)
KEYED SEE 4/S1.3 AB E SPECIAL CONVENTIONAL 4" FROM STUD.
NOTE 10. PORTAL FRAME DETAIL ST- PPEDBEAM BELOW. CONNECTION UPLIFT (LBS) HTT16 (SIMPSON) PA51 (SIMPSON)
(1)H8 OR (2)H3 < 745
EACH END (TYP.) CONNECTION TO-'-
_T_ ALL HEADERS DBL. TOP PLATE (2)H8 < 1490 HTT22 (SIMPSON) X THREADED ROD
I ARE H6; U.O.N. (2)M TS1 2 < 2000
X HEADER SIGNA7URE IS IN BLUE INK
'oEAL
(2)HTS20 < 2900* PHD2 (SIMPSON)
ALL HEADERS (4)PLY 13/4 go x1 6" X #21 POST HTS20 (SIMPSON)
ARE H6; U.O.N. ---------- % (2)HTS20+(2)H8 < 4390*
LVL-BEAM. 1 1 11
H avy-1 -11 *PROVIDE '/2"0 ROD ADJ. TO CONNECTORS HEADER SCHEDULE (MINIMUM SIZE) REVISIONS By
NOTE: TRUSS CONNECTIONS SHOWN ON PLAN SHALL SUPERSEDE r
MAXIMUM JACK KING RE-SUBMITTED
TABLE. AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO SYMBOL HEADER FOR PERMIT
AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING TWO I OPENING STUDS STUDS 10.17.06 LAP
STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY HIS (2)2x6 4P-49' 1 1
POST TO MATCH 0-m- CH ACROSS DBL. TOP PLATE FROM EA. OTHER.
f)-01 S T A B PV H8 (2)2x8, 6P-4*9 1 2
jE. POST ABdVE.7
NOTE:
H10 8P-4ft
SEE 9/S2.1 FOR ROOF TRUSS (2)2xlO 1 3
CONNECTOR SCHEDULE AT CMU
S E60 @X WALLS. H12 (2)2xl2 1 Op-41t 2 3
H9.25 (2)9.25": LVL PER PLAN 2 3
0 0 X H1 1.88 (2)11.88" LVL PER PLAN 2 3
H1 4.00
�x
0 0 (2)14.00" LVL PER PLAN 3 3
0 U_
H1 6.00 (2)16.00' LVL PER PLAN 3 3
tx R S (:%X1 I
Lij
LATERAL X-BRACING TYPICAL PLAN NOTE;go
TAIL 9/S1.3 ALIGNED 1. BEAMS & HEADERS SUPPORTING ROOF FRAMING (EITHER DI RECTLY
WITH CMU WALLS. X A T USS E65 OR THAT SUPPORT AN UPPER LEVEL WALL THAT SUPPORTS ROOF
FRAMING SHALL BE SUPPORTED BY (3)2x SPF#2 TO MATCH WALL
can
TO FOOTING w/ HTT16. THESE SIMPSON FASTENERS MAY BE OMITTED IF
THE BEAM PASSES BELOW THE CONTINUOUS DOUBLE TOP PLATES AND
A THREADED ROD IS WITHIN 6" OF THE SUPPORT POST.
POST TO MATCH
M POST ABOVE. 2. SEE 4/S2.1 FOR ATTACHMENT OF INTERIOR SHEARWALL TO FLOOR
0C
>< AND DETAIL 5/S2.1 FOR ATTACHMENT TO THE ROOF.
I]jj;;;
I - �' J 3. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN
L1\ C� L
STUD WALL TRUSSES, SEE ALT C. OF 5/S2.1 (TYPICAL)
ID 2x
F 1LL HEIGHT. e- 4. FOR GENERAL UPLIFT REQUIREMENTS, SEE ANCHORING SYSTEM, IN
CONSTRUCTION SPECS ON S2.0.
5. 'POST FROM ABOVE' WHEN NOT BEARING ON BEAM, INDICATES THAT U)
SW-3
.0
3: BE PLACED ON THE 1ST FLOOR ALIGNED w/ THE UPPER POST, PROVIDt
C/)
V) SOLID BLOCKING WITHIN THE FLOOR SYSTEM. FASTEN UPPER LEVEL
2S (A POST TO LOWER LEVEL POSi OR TO LOWER LEVEL BEAM WITH (2)CS16
STRAPS AND FASTEN TO FOUNDATION w/ HTT16 I.I.O.N. ON PLAN
6. FOR BEARING WALL AND HEADER NOTES, SEE CONSTRUCTION SPEC.
7. ALL EXTERIOR WALLa ARt SW-3. INSTALL ONE ANCHOR PER
\-SEE KEY .D SW-3 !SW-3 io SCHEDULE, ADJACENT TO ALL DOOR AND WINDOW OPENINGS. (LION) C)
S1.3 NOTE 3.
8. TYPICAL BUILT-UP STUDZPOST AT ALL MULTI-PLY TRUSSES AND
BEAMS, PROVIDE A BUILT-UP POST COMPOSED OF MULTIPLE WALL
IMPORTANT FRAMING NOTE' ": STUDS EQUAL TO THE NUMBER OF TRUSS OR BEAM PLIES. (U.O.N.)
AT ALL CONDITIONS WHERE THIRD
FLOOR EXTERIOR FRAME WALL ALIGNS
OVER CMU WALL BELOW, FRAME WALL KEYED PLAN NOTES:(APPLICABLE ONLY IF REFRENCED ON PLAN.) 2391 Ocean Breeze Court
MUST BE SET BACK 5/8" SO THAT 1. PROVIDE (2)FULL HT KINGS & (2)JACK STUDS EA. SIDE OF EACH
FACE OF SHEATHING ALIGNS WITH OPENING. EACH JACK STUD TO HEADER w/MSTA24. AT GROUND FLOOR
CONCRETE BLOCK WALL BELOW. (IF THREADED ROD IS NOT POSSIBLE) FASTEN JACKS TO BOTTOM PLAT�
w/SPH4/6 & 1/2"0 ANCHOR BOLT TO BE PLACED WITHIN 4" OF JACK
GROUP. AT ELEVATED FLOORS, FASTEN JACKS TO WALL FRAMING
BELOW w/ (2)CS16.
% I rSHEET INDEX
Z PLACE GABLE END TRUSS' TO THE INTERIOR FACE OF BALLOON SO.0-TRUSS PLACEMENT
FRAMED WALL AND FASTEN TRUSS TOP & BOTTOM CHORDS TO
BALLOON FRAMED WALL STUDS w/ 2-12d COMMON WIRE NAILS AT EA. ' SO.1-TRUSS PLACEMENT CONT
THIRD go FLOOR FRAMING PLAN- STUD. FASTEN GABLE END TRUSS w/ SIMPSON H8 AT EACH END. S1.0-FOUNDATION PLAN
SCALE: 3/16 = is-011 CONVEN nONALLY STRAP WALL U.O.N. S1.1-1ST & 2ND FLOOR PLAN
1. BEAMS AND TRUSSES INDICATED ON THIS PLAN ARE FOURTH FLOOR FRAMING PLAN 3. SHEATH WALL FULL HEIG"T DOWN TO FLOOR FRAMING BEFORE ROOF�,
SECOND FLOOR FRAMING MEMBERS. SCALE: 3/16" = V-0" DECKING. I S1.2-3RD & 4TH FLOOR PLAN
4. H10F OR H12F SYP#2 BEAM w/ '/2" CDX PLYWOOD FLITCH GLUED &
2. (�) INDICATES NODE OF FRAMING MEMBER, SEE LOAD 1. BEAMS AND TRUSSES INDICATED ON THIS PLAN ARE ROOF NAILED w/ 3-ROWS OF 12d COMMON WIRE NAILS 0 6" O.C. (STAGGER S1.3-SECTIONS AND DETAILS
PATH-UPLIFT/SUPPORT SCHEDULE THIS SHEET. FRAMING MEMBERS. FROM EA. SIDE) S2.0-GENERAL SPECS.
2. A INDICATES NODE 0 FRAMING MEMBER, SEE LOAD 5. PROVIDE SPF#2 SOLID BLOCKING AT 24" O.C. BETWEEN THE GA13LE END S2.1-STD. DETAILS
3. REFER TO PLAN NOTES AND KEYED NOTES AT RIGHT FOR PATH-UPLIFT/SUPPORT SCHEDULE THIS SHEET. TRUSS AND THE FIRST INTERIOR TRUSS (TO MATCH TOP AND BOTTOM
PLAN SPECIFICS. CHORD DEPTHS). INSTALL AN INFILL 2x4 SPF#2 STUD WALL ALONG THE
RAKE OF THE TOP CHORD AND FASTEN THE INFILL WALL PLATES DIRECTLY
4. BUILT-UP POST SHOWN ON PLAN ARE MINIMUM AND MAY 3. REFER TO PLAN NOTES AND KEYED NOTES AT RIGHT FOR TO THE BLOCKING ALONG BOTH THE TOP AND BOTTOM CHORDS w/3-12d Do not scale dimensions from these
BE INCREASED TO CORRESPOND WITH STUD WALL SIZE PLAN SPECIFICS. COMMON WIRE NAILS AT EACI� INTERSECTION. dramdngs.If a dimension is unclear
SELECTED. 6. CURVED WALLS SHALL BE CONSTRUCTED OF STUDS AT 12" O.C. refer to the Architectural drawings or
4. BUILT-UP POST SHOWN ON PLAN ARE MINIMUM AND MAY SHEATHED WITH %" CDX PLYWOOD INSTALLED WITH THE STRONG AXIS contact the E.O.R.
5. ALL EXTERIOR WALLS ARE SW-3. INSTALL ONE ANCHOR BE INCREASED TO CORRESPOND WITH STUD WALL SIZE VERTICALLY ON BOTH THE INTERIOR AND EXTERIOR SURFACES OF THE
SELECTED. WALL. FASTENING SHALL BE WITH Eld COMMON WIRE INAILS 0 6" O.C. EDGE
PER SCHEDULE, ADJACENT TO ALL DOOR & WINDOW AND FIELD. HEADERS SHALL BE CURVED PLYWOOD BEAM MINIMUM OF 24" SUBDIMSION COU""")
DEEP GLUED AND NAILED PER, SHEATHING SPECIFICATIONS. RT
OPENINGS. (U.O.N.) 5. ALL EXTERIOR WALLS ARE SW-3. INSTALL ONE ANCHOR. ro.EAN BREEZE
PER SCHEDULE ADJACENT TO ALL DOOR & WINDOW 7. OVERFRAME GABLE PONY WALL OVER ROOF TRUSSES. PROVIDE 2x4 LOT UNIT BLOCK
6. REFER TO SO.0 FOR MINIMUM EXTERIOR BEARING WALL OPENINGS. (U.O.N.) BLOCKING BETWEEN TRUSSES 0 24" O.C. FASTEN BLOCKING EA. END 7
SCHEDULE IN COMPLIANCE WITH FBC-R TABLE R301.7. w/SIMPSON A34 CLIP. ANCHOR WALL TO FRAMING PER SCHEDULE 7/S2.0. CUSTOMER PLAN NAME
6. REFER TO SO.0 FOR MINIMUM EXTERIOR BEARING WALL 8. WALL SEAT FRAMINGJ PROVIDE (2)2x4 BLOCKS BETWEEN TRUSSES THOMPSON BUILD.
SCHEDULE IN COMPLIANCE WITH FBC-R TABLE R301.7. FASTENED EA. END w/ (2)A35 CLIPS TO SUPPORT WINDOW SEAT. DESIGN/DRAWN/CHECKED
9. CONVENTIONALLY FRAMED HIPS AND RIDGES MERE NOTED ON PLAN AOB/ AG /LAP
PROVIDE (2)2x4 SYP#2 KING POST FASTEN TOP AND BOT. w/ (2)HTS20. DATE
10. FASTEN POST TO FRAMING BELOW w/ (2)CS16 OR (2)MSTA30 STRAPS. 10.17.06
FASTEN TO CMU WALL WITH TITAN MASONARY SCREWS. SCALE
AS NOTED
11. PROVIDE INTERMEDIATE JACK STUDS BETWEEN OPENINGS. EACH JOB NO.
JACK STUD TO HEADER w/MSTA34 AND TO FRAMING BELOW W/ 67429
(2)CS1 0 STRAPS.
SHEET
;717\\
<
/r/ )/a
SHEET 5 OF 8
ROD, NUT
& WASHER HEADER, PER OPE qlNG 7/
PER NOTES HEADER SCHED._� fir," OSB DIAPHRAGM 2x- SYP#2 CONT. ATTACH TO DBL.
ROD, NUT AND STRAP FROM 2ND FASTEN TO NAILER w/ TOP PLATE AND TRUSS w/ 10d SYP#2 2x4 NAILER
WASHER PER END 2x4 SYP#2 DIA. & HORIZ. STRAP FROM 2ND FLOOR FLOOR STUDS TO FLOOR DECK. FLOOR DECK. (1) ROW 10d @ 4"O.C. ATTACH SW SHEATHING TO 0 3" O.C. EDGE OF 2x- MAY FASTENEDTO TRUSS
NOTES HEADER PER FASTENER BRACING 0 24" O.C. STUDS TO 1ST FLOOR 1ST FLOOR STUDS 10d@ 4" O.C.-\ FASTEN TO TOP PLATE w/ ADJACENT TRUSS. BLOCK ALL OVERHANG DBL. TOP PLATE. WOOD ROOF TRUSS.- BOT. CHORD w/(2)
HEADER kHED. - F STUDS SEE UPLIFT CONN. -SEE UPLIFT CONN. PANEL EDGES. NAILING TO
OPE&ING BETWEEN OUTER WALL &- if WOOD ROOF ROWS 10d 0 3" O.C.
Q- FIRST INTERIOR TRUSS. SCHED. OMIT @ THREADED SCHED. OMIT @ MATCH SHEARWALL. FASTENED TO SHEATHING
ATTACH SW SHEATHING
KING & JACK TOE NAIL EACH END ROD ANCHOR SYSTEM THREADED ROD TOP PLATE w/ (2)ROWS 10d TRUSS. WI TH 1 Od @ 3" 0.C.
I TO ADJACENT TRUSS.
W/4-12d NAILS (TYP) ANCHOR SYSTEM 4" O.C. & 2x4 NAILER w/ 2x4 SYP#2 CATS AT 12"
STUDS PER WOOD ROOF 0 C. FASTENED TO TOP-- BLOCK ALL PANEL-\ SHEATHING FASTENED
SCHED. (1) ROW 10d 0 4- O.C. 16 MAX.
ROPPED HEAD (TYPICAL) TRUSS. 1111/4 EDGES. NAILING TO I
(2)1 2d TOE M TO TOP PLATE wl
GIRT & FASTENERS AND/OR SILL A A. PLATE w/(4)12d COMMON. MATCH SHEAR
1 Od 0 3" O.C.
KING AND JACK PER 18/S21. PLATES SEE NAILS E.E.
STUDS PER //F (MIN)
SCHEDULE CONT. RIBBON FLOOR FRAMING SYP#2 2x4 NAILER r Lou Pon igo and
HEADER I I FASTEN TOP PLATES SYP#2 2x4 NAILER FASTENED FASTEN TOP PLATES
-ROUGH OPN'G, SEE ARCH. X BOARD (TYP) - INTE FASTENED TO TRUSS
SCHEDULE RIOR SHEARWALL. TO TRUSS BOT. CHORD w/(2) FASTEN CATS TOGETHER w/2 ROWS Associates, Inc.
FLOOR X BOT. CHORD w/(2) \-TOGETHER w/ 2 ROWS \-EACH END w/
HEAD & SILL FRAMING IN 1st TRUSSES OF (4)1 Od BETWEEN ROWS 10d @ 4" O.C. COMMON OF (4)10d BETWEEN 496 Osceola Avenue
OR JOIST. 0 1 ROWS 1 Od 0 4" O.C. (3)1 Od EACH STUD Jax. Beach, Flodda 32250
7/ OSB (ON ONE SIDE) BLOCKING IF SHEARWALL IS ALIGNED DIRECTLY EACH STUD. It Ph.242-0908 Fax.241-9557
1 SHEARWAL SHEA EXTERIOR WA
OF� JOIST. I PANEL BETWEEN FLOOR TRUSSES LL 1-4-L
2x SPF DIAGONAL OR 2nd FLOOR OF SINGLE STORY WALL FLOORTRQSSES SHEARWALL OR L TOE NAILS
BLOCKING FASTENED HEAD AND SILL FRAMING & FASTENING SCHEDULE CEILING LINE (2x4 SPF ALL AROUND). ATTACH BENEATH FLOOR TRUSS, OMIT HORIZ. L RWALL SHEARWALL*-J/ CA#8344
w/(2) 12d E.E. OSB & EXTEND WALL SHEATHING TO TOP
ROUGH MIN. HEAD OR MINIMUM TO DOUBLE TOP PLATE w/5-16d FLANGE OF FLOOR TRUSS.
OPENING SILL PLATES FASTENER E.E. WALL FRAMING WALL FRAMING-/ NAILS BETWEEN EA. FLOOR TRUSS. ALTERNATE A ALTERNATE 6 ALTERNATE C ALTERNATE D I
CONTACT US WITH YOUR COMMENTS
4-12d PER 7/S2.1. PER 7/S2.1.
4 4'-4" (1)2x4 SPF #2 TOE NAILS USE THIS DETAIL AT EXTERIOR USE THIS DETAIL WHERE
ROUGH OPN'G, SEE ARCH
A-L. 2-12d WALLS THAT TERMINATE SHEARWALL RUNS PARALLEL
4 6P-41# (2)2x4 SPF #2 (1)A3 TOE NAILS PERPENDICULAR PARALLEL BETWEEN ROOF TRUSSES. TO THE TRUSSES.
< 8P-4" (3)2x4 SYP #2 (1)A34+ 6-12d ANY ALTERNATE MAY BE
NOTE: TRIM WALL SHEATHING TO MATCH TOE NAILS TO FLOOR FRAMING TO FLOOR FRAMING USED AT ANY SW, EXCEPT
1-0" (3)2x6 SYP #2 (2)A35+ 6-12d
RADIUS WINDOW FRAME BY 1/2" 4 12 TOE NAILS AT SW-2. AT SW-2, USE
SEE 9/S2.0 FOR BOX GIRTS REQUIRED BETWEEN ALTERNATE A AND
WINDOWS IN TWO STORY CLEAR HEIGHT WALLS.
REDUCE TYPICAL 4" NAIL
F
r3 LOOR TRUSS & WALL FRAMING -%*� SHEARWALL FRAMING AT FLOOR SPACING TO 2" O.C. SHEARWALL FRAMING AT ROOF
SILL & DROPPED r4 r5
r1"%"\ RADIUS WNDOW FRAMING t#`2� HEAD FRAMING �21 iii�21
\,�21
TYPICAL CONNEC71ON DETAIL SCHEDULE *DRILL & EPDXY ANCHOR THESE
4-16d EA. SIDE IF UPPER PLATE BREAK OPTION (2 IS USED, AT BREAKS IN UPPER PLATE OF DOUBLE TOP 2x SPF BLOCKING C11- CONNECTORS w/12" EMBEDMENT INTO VALID ONLY WHEN
!�) < SIMPSON FASTENERSTO CONN. UPLIFT SIGNATURE IS IN BLUE IN
PLATE, THE FOLLOWING OPTIONS ARE ACCEPTABLE: 1 DETAIL TY GROUT FILLED CELLS ' ' S L K
TRUSSES ON BOTH SIDES OF BREAK SHALL RIPPED TO FIT- ROOF SHEATHING PER CONNECTOR TRUSSAvL HEIGHT CAPACI QnAND RASED EA
STALL SIMPSON LPT4 CENTERED ON BREAK WITH GAP SHOWN 5/,, 0
BE STRAPPED WITH A MINIMUM OF ONE H8. (A) I ' TF CONSTRUCTION SPECS. 9A PHD5* 14-SDS '/4X3" 11112 4685 ROD 0 9A, 9B, AND 9C
C� N
E ER ROD ON JOINT IN UPPER PLATE SEE LEFT FOR INFORMATION 9B I HTT16* 118-16d 16" 1 3480 RODS 0 9D
THREAD1ED ROD, PER SPACING. 7-g PROVIDE ROD WITHIN 12" OF JOINT EA. SIDE. ROOF TRUSSES NOT SHOWN, AND SEE 11/S2.1 - d�� -
UPPER PLATE BREAKS 4' SPLICE, MIN. (TYP) OMIT ABOVE REQUIREMENTS, IF NO ROOF TRUSS OR JOIST. SIC HTT22* 32-16d SINKERS 22" 2r%n
6" MAX. 1 -1 FOR BLOCKING REQ'D WHEN III 1i REVISIONS B
IS LOCATED WITHIN 12" OF BREAK ON EITHER SIDE. ROOF SHEATHING PER 9D HD08_ 1-2.0-SDS 1/4 x3 14" 8325 Y)
-A V1 CONSTRUCTION SPECS. SHEATHING MAY TRUSS HEEL < l'-O", RE-SUBMITTED
FASTEN ROOF TRUSS AT EDGE TERMINATE AT TOP J�c 11
MIN. 2-PL SIMPSON FGTR w/ FOR PERMIT LAP
10.17.06
UPLIFT CONN. LONG ENOUGH TABLE ABOVE.
DBL. TOP PLATE NAIL OF HIGH SIDE OF WALL WITH___.,."In 11 PRE-ENGINEERED WOOD OF DBL. TOP PLATE. LVL OR TRUSS CONNECTOR, PER
IJUL, I OF, PLATE NAIL ROOF TRUSSES. 18-SDS,/4x3 TO
W/10d x 3" 0 8" O.C. TO ENGAGE STUDS. ALIGN STUD UNDER TRUSSES WITH
w/10d x 3" @ 8" O.C. 1_00r- SYP#2 TOP 2x8 P.T. SYP#2 GIRDER TRUSS AND
STAGGARD. (TYP) 6" MAX. LOWER TOP PLATE. CLIP, PER UPLIFT HEEL < 1 PLATE TOP PLATE 2-/2"0 TITEN H
STAGGARD. (TYP) CONNECTOR SCHED.
DRYWALL CEILING & WHEN SPEC.
-- ------ AT PART. ENCLOSED L
Ilk 8x16 BOND
F HIGH SIDE WALL IS BUILDINGS, BOT.- BEAM w/ BEAM w/ 1#5 T&B. CONNECTOR ASSEMBLY
_�IINDICATED AS A SHEARWALL, DRYWALL CEILING AND CHORD BRACING, PER 11 limisitmin 1-#5 T&B SEE PLAN' ON BOTH SIDES OF
INSTALL DBL, 2x BLOCKING STUDSFASTENED w/ AT PART. ENCLOSED TRUSS ENGINEER. CONT. TYP. LVL/TRUSS.
IN FIRST TWO STUDS SPACES DBL. TOP
A- I �_10d x 3" @ 6" O.C. BUILDINGS, BOTTOM TYPICAL P.T. PLATE TYPICAL CONNECTION LOW- HEEL TRUSS CONNECTION
STAGGARD. (TYP) CHORD BRACING PER PLATE SYP#2, 2x10 P.T. SYP#2 CMU WALL, SEE DETAILS_ 9A.913,91CM ETAIL 9
FASTEN (2)MSTA36 AT INSIDE \-INSTALL AN ADDITIONAL '/2"0 ROD, UNLESS SHEARWAL'L-/ 60p TRUSS ENGINEERING. MATCH STUD WIDTH. \-PLAN FOR TYP. -'CN ON-STRUCTURAL, D G
THREADED ROD AS SHOWN. w/ '/2"0 x24" A.B.
FACE OF SHEARWALL OR BEND- SPEC. REQUIRES GREATER. MAX WALL REINF. SOFFIT SEE ARCH.
OR TYPICAL UPLIFT CONNECTOR SCHEDULE AT CMU WALLS
AROUND ENDS AT NON-SHEARWALL.
PLATE HEIGHT CHANGE TOP PLATE UREAKS CLIP FROM DBL. TOP THREADED ROD Q& NON-STRUCTURAL, '/2"0 THREADED ROD SHEATHING VERTICALLY TO SIMPSON ALLOW. TRUSS FASTENER NOTES
TOP OF TRUSS AS SHOWN. SUPPORT
PLATE TO STUD, SEE OMIT WHEN USING SOFFIT SEE ARCH. DRILLED & EPDXIED 4. CONNECTOR UPLIFT PLIES
IF NO THREADED ROD OR ANCHOR UPLIFT CONNECTOR CONVENTIONAL EXTEND� SHEATHING w/ 8" EMBEDMENT AT PROVIDE 2x4 BLOCKING AT SINGLE PLATE H3 455 1 PLY (4) 8d TO PLATE & (4) 8D TO TRUSS
BOLT IS LOCATED AS SHOWN PROVIDE 2x STUD WALL FASTEN '/2"0 ROD, UNLESS SCHEDULE, Q& STRAPPING. VERTICALLY TO TOP 24" O.C. w/ 2x2xl2" HORIZ. JOINTS.
BUTT JOINT A '/,"0 THREADED ROD ANCHOR BOLT TO BLOCKING w/ SHE,'-�,W�'\LL SPEC. OMIT AT THREADED OF TRUSS AS SHOWN. PLATE WASHER. SINGLE PLATE (2) H3 910 1 PLY CONNECTOR, MUST BE ON OPPOSITE SIDES 4OF PLATE.
ROD SYSTEM. DBL. TOP PLATE
A w/ 11/2" PLATE WASHER. 4-10dx3" NAILS. REQUIRES GREATER. SYP #2, MATCH PROVIDE 2x4 BLOCKING PLATE & CMU HTSM20 & H3 1630 1 PLY (4) 14"&/�" 11TEN SCREWS TO CMU & (8) 10d TO TRUSS.
if BLOCKING OR SOLID, w/ STUD WIDTH. AT HORIIZONTAL JOINTS. TRUSSES WITH CMU WALL (2)HTSM20 2350 1 PLY FASTENERS MUST BE ON OPPOSITE SIDES OF PLATE.
PROVIDE AT A DISTANCE OF NO LESS MIN. OF 3-12" BLOCKS. TRUSSES WITH I-opt PLATE & CMU LGT2 & (2) H3 2690 2 PLY LGT2-(7) 1/4"x2f/4" 11TEN SCREWS TO CMU Ift (16) 16d SINKERS
PT. SYP#2 i F_of? _6ML�q HEEL > 1 TO TRUSS.
SILL PLATE THAN 6" AND NO MORE THAN 12" FROM NOTE: ONLY ONE ROD IS HEEL >, 7=0�
MAX. MIN, ALL BUTT JOINTS IN THE SILL PLATE. REQ'D AT TYP, CORNERS, CMU WALL LGT3-SDS2.,5 3685 2 PLY 4-3/ex5" TITEN HO TO CMU & 12-SDS '/4z2`/2" TO GIRDER.
`**j ROOF AND WALL FRAMING UPLIFT CONNECTOR SCHEDULE CMU
SILL PLATE BR STANDARD WALL FRAMING DETAIL CORNERS t4i"`07� ROOF AND WALL FRAMING r8
'I.,�21 NOTE: PROVIDE TYP. CONNECTION AT TRUSSES AS SHOWN BELOW.
TRUSS CONNECTIONS SHOWN ON PLAN SHALL SUPERSEDE THIS TABLE.
FOR OPENING OVER 4'-4" FOR OPENING TO 4'-4"
TO 9'-4" WIDE, PROVIDE WIDE, PROVIDE 1-#5
2-#5 VERTICAL EACH VERTICAL EACH SIDE 3-#5 VERT.
SIDE OF OPENING. OF OPENING.
8x8 PRE-CAST LINTEL, SEE
ADDITIONAL ANCHORS ARE REQUIRED AT
CMU/CONC. BOND BEAM AT 13/S2.1 FOR OVERALL LINTEL CONT. SILL PLATES. SEE CONSTRUCTION
TOP OF WALL, SEE 8/S2. DEPTH AND REINFORCING. SPECIFICATIONS FOR SIZE AND SPACING.
8xl 2 CMU
8" 8
TYPICAL WALL L�j Lj
REINF. SEE OPENING, AND ANCHORAGE PER EACH SIDE. FASTEN w/
T_ SEE PLAN
FLOOR DECK, SEE
SCHED. ON CONSTRUCTION SPECS. 12-8d x V/2" NAILS EACH.
OPEN BOTTOM . :4,
PLAN. IIH 00 CONST.
fill SPECS.
8" CMU WALL LINTEL BLOCK,
TYPICAL WALL PLAN VIEW AT TYPICAL
JAMB REINF. OPEN BOTTOM WITH 2-#5 TOP
AS PER PLAN SEE 11/S2.1_\- REINF. SEE WINDOWZDOOR OPENING Iq 00 0 LINTEL BLOCK, & Bo,rTom ROUND CMU SQUARE CMU SQUARE CMU BOARD (TYP) C)
SCHED. ON PLAN. ^I I I I I P"ILASTER PILASTER PILASTER 0 0
t') N C-4 WITH 2-#5 TOP
& BOTTOM Ck:
FLOOR TRUSS OR JOIST. w
CMU JAMB REINFORCING ALL OTHER 12"0 THRU 24*0 USING PILASTER BLOCK BUILT OF 8x16 BLOCK
'41111 6 X (#)2x8 SPF#2
OPENINGS Uj z
12!"0 - 2-#5 12"xl 2" - 2-#5 STRUCTURAL MULL
14"0 - 2-#5 14"xl 4" - 2-#5 16"x16" 4-#5 SPLICE TOGETHER w/
NOTES: DRILLED & EPDXIED 2 ROWS 12d COMMON
M M M 16i"O - 4-#5 16"x16" - 4-#5 Jim
25's LAP MIN.., 1-#5 VERTICAL EACH _j _j _j 1) USE THESE LINTEL DETAILS U.O.N. ON PLANS. 181"0 - 4-#5 18%18" - 4-#5 20"x2O" 4-#5 2x4 SYP#2 DIA. & HORIZ. THREADED ROD ANCHORING. 2391 Ocean Breeze Court
CORNER, INTERSECTION, BRACING 0 24" O.C. WIRE NAILS 0 12"
1 2) FOR OPENING LOCATIONS, SEE ARCH. PLANS. SYSTEM SEE CONST. SPECS
I . O.C., EACH SIDE
5 BETWEEN OUTER WALL &
@ SPACING INDICATED LB-# 3) PROVIDE 8" BEARING EACH SIDE OF OPENING. 20"o - 4- 5 20%20" - 4-
(SEE PLAN 22"o - 6-P 22"x22" - 845 24"x24" 8-#5
ONPLAN OR SCHED. FIRST INTERIOR TRUSS.
4) GROUT LINTEL SOLID. 24-0 - 6-#5 24"x24" - 8-#5 4--,_-8x16 BOND BEAM w/
FOR TOE NAIL EACH END
z
WALL ELEVATION DESIGNATION) 5) BOTTOM SHALL BE A SOLID PRECAST LINTEL. w/4-12d NAILS (TYP) 1-#5 T&B CONT.
a_ # MAXIMUM NUMBER OF PLIES AS PERMITTED
8" CMU WALL.
< BY MULL WIDTH, SEE ARCH.
_j
HOOK VERTICAL WALL REINF. AT rSHEET INDE�
TOP OF WALL INTO CONC. TIE 111)
N
BEAM OR CMU BOND IBEAM. IF SO.0-TRUSS PLACEMENT
Ci 3: Z WALL TERMINATES AT STAB, #5 HORIZONTAL TIE BEAM T 14 Typ 15 16 WO
-C==> r13 YPICAL CMU LINTEL ICAL CMU PILASTER FLOOR TRUSS/2nd FLOOR FRAME WALL OD MULL
WMEN WHEN VMEN
< REINFORCING (ONLY ONE
0 _j HOOK REINF. INTO SLAB. OTED OTED S 2.1 SO.1-TRUSS PLACEMENT CONT
Uj 0 Ln BAR SHOWN FOR CLARITY). �21 S2.1 S2.1
of z
a- w I A z 0
0 Uj S1.0-FOUNDATION PLAN
I-_ V) Q_W Ln Ty
< Uj z Li FILL ALL CELLS SOLID -C==> w rl 2 PICAL HORZONTAL/CORNER SPLICE
-i(n 0 o_ WITH GROUT THAT Lj En S1.1-1ST & 2ND FLOOR PLAN
U co U-i
oil REQUIRE VERTICAL 0 ��21 1
z
z REINFORCING AND ALL S1.2-3RD & 4TH FLOOR PLAN
CELLS BELOW GRADE.
0 JOINT REINF. S1.3-SECTIONS AND DETAILS
of V/2" VERT. EDGE DIST.
AT 16" 0.C. z
Z 0 TO TITEN SCREW.
< S2.0-GENERAL SPECS.
_j
Q_
Uj 8A 6 BOND
UJ Ul (n SIMPSON HUC410
<U-j z Uj U_j BEAM (TYP) FOR ATTACHMENT OF DIAPHRAGM S2.1-STD. DETAILS
_j(f)0 a- V) FASTENED TO CMU
0 0 S TD. 9 0' HOOK
_jw U Ln z F I PROVIDE DBL. 2x4 SYP#2 BLOCKING
oil < . . . . . . BETWEEN FLOOR TRUSSES. ATTACH- WALL w/1 8-3/1 r,"x 2 3/4
TITEN SCREWS AND TO
z TO DBL. LEDGER w/12d COMMON 4
DWLS. TO MATCH . . . . . . . . . . AT 4" O.C. STAGGARD. 16d TOE NAILS 0 8" JOIST w 10-10d NAILS.
D Do not scale dimensions from these
VERTICAL REINF. Ez
0 L O.C. FROM BOT CHORD r ZZ4
w 14 1 drayAngs.If a dimension is unclear
(TYP. U.N.0.) OF TRUSS TO DBL.
< (1) ROW 10d 0 24- O.C. SIMPSON MBHA refer to the Architectural drawings or
PLAN SECTION . . .. . . TOP PLATE.
> contact the E.O.R.
A FASTENED TO
mom; CLEAN OUT HOLE 8x1 6 BOND 1 Od @ 4" 0.C. y FLOOR DECK, SEE 8" CMU WALL. CONNECTOR A MASONRY WALL
YP) SIMPSON HUC410
T&B w/1-ATR_____4w.
P 74-
AS REQUIRED, BEAM (T CONST. SPECS,
_jj 00 . . . .. . . . . . . SIMPSON CS16 3/4"x8 EMBEDMENT
2:5. SUBDIVISI I
WALL FOOTING . . . . . . . . . . . . . 8x16 BOND BEAM W/ STRAP 0 24" O.C. AND TO JOIST
Milk OCEAN BREEZE COURT
SEE PLAN. 1-#5 T&B CONT. SEE SO.0 FOR BENT AROUND WD. w/18-10d NAILS.
------ mom INFORMATION
0 . . . . . . . . . PLATE, SEE RIGHT FASTEN 2x8i P.T. SYP#2 LOT UNIT BLOCK
FLOOR TRUSS
. ......... ..&-.;-V. JOIST. NOT SHOIWN. FOR PROFILE. WINDOW/DOOR BUCK TO 8-
HIGH HIT. GROUTING NOTIESe . . . . . . OR 7
WALL SECTION 1, MAXIMUM GROUT POUR HEIGHT SHALL 806 BOND BEAW w/ CMU w/ V4"0x23/4" TAPCONS CUSTOMER PLAN NAME
BE 12'-0". 0 24" O.C. INSTALL 3 MIN.
1-#5 T&B CONT.
(2)2x8 P,T, SYP#2 FLOOR TRUSS 18" EACH SIDE. CONNECTOR 8 THOMPSON BUILD,
LOW HT. GROUTING NOTES* 2. IF HIGH LIFT GROUTING IS USED, REINF. LEDGER w/ 5/8"x8" OR JOIST. IM M HA DESIGN/DRAWN/CHECK D
1. USE 5'-0" GROUT POUR HEIGHT FOR SHALL BE FULL HEIGHT AND A CLEANOUT A.B. AT 24" O.C. (2)2xl2 P.T. SYP#2 6" CONNECTOR NOTESL AOB/ AG /LAP
BAR SIZES #3 THRU #5. HOLE IS REQD AT CELLS WITH REBAR. L 1. CONNECTORS TO BE ATTACHED TO FULLY GROUTED CMU WALL.
-LEDGER w/ 5/a"0x10"` ADDITIONAL FRAMING AND NAILING$ 1A 2x8 P.T. SYP#2 DATE
2. USE 5'-0" GROUT POUR HEIGHT FOR 3. GROUT SHALL BE PLACED IN 5' LIFTS . . . . A.B. 0 16" O.C., SEE SO.0 FOR REMAINDER OF CSJ 6 PROFILE WINDOW/DOOR BUCK 2. ATR IS ALL THREADED ROD.
BAR SIZES #7 AND ABOVE. TO PREVENT BLOWOUTS. LL STAGGERED X-BRACING INFORMATION. 10.17.06
1�:_#5 VERTICAL TO TOP 3. MBHA SHALL BE INSTALLED w/ATR USING SIMPSON SET SCALE
3. SEE SPECIFICATIONS AND STRUCTURAL 4. SEE SPECIFICATIONS AND STRUCTURAL OF BOND BEAM STEP. PARALLEL PERPENDICULAR EPDXY-TIE 6/4" MIN. EMBED'MENT REQUIRED. ATR TO BE 3/4" x AS NOTED
NOTES FOR GROUT TYPE AND GROUTED NOTES FOR GROUT TYPE AND GROUTED
8" LONG, GRADE A307 OR BETTER. 301B NO.
CELL SIZE. CELL SIZE.
4. SKEWED CONNECTOR OPTION IS AVAILABLE FOR BOTH HUC410 67429
AND MBHA. INSTALLATION IS SIMILAR TO DETAILS ABOVE. SHEET
TYPICAL WALL REINFORCEMENT fo 1�7 MASONRY WALL STEP MEN 18 WALL/FLOOR LEDGER CONNECTION 19 GABLE END BRACING MEN 20 STRUCTURAL WINDOW/DOOR BUCK
OTED S2.1 0 S2.1 OTE S2.1 SEE 10/S2.1 FOP INFORMATION NOT SHOWN. WHEN 21 MASONRY HANGERS.
OTE I
)AD�A EN RU FF-A
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PANEL EDG
MAT(
k [16-
PDR NJAII H 11
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SHEET 8 OF 8