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PURF05ES, WINDOIJ.J5, 61..A55 Doof::(5, AND ANY OTI4Ef::( 61..AZED OFENINC:I5 5HALL eE PROTECTED 6Y
T145 METl-lOD,
Uk:)OD 5Tf::(UCTUf::(AL PANELS WITI4 A MINIMUM Tl-iICKNE5e or: A 1/1~" AJo..lD MAXIMUM PANEl.. 5PAN
TO e'-~" 5HALI.. 6e P~CUT TO COVEf::( Tl-iE 61..AZED OFENINC:I WITH ATTACl-iMENT I4Af::(DWAf::(E PROVIDe
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FA&TENER FASTENER SPACING (IN) 1,2
TYPE PANEL 6PAN ~FT 2 FT .f"ANEL ~PAN 4 FT .f"AoNEL 6PAN e. FT .f"AoNEI. ~PAN
AFT 6 FT &FT
2 112 lIE> llJOOD 6CREU!e' Ie. 1& 12 ~
2 112 ~ llJOOD 6CREI.lJ5) Ie. Ie. Ie. 12
DOBl.E.HEADED NAILe>4 12 I!> 4 3
SILL DETAIL
4"
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MIN. 1I1~" aAP It
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(FILLER Pll:CE5 OF
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CAULK 1\1 eACl-i
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IN&IOE ~~il~
HEAD DETAIL
CAULK AL0N6
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FA5TENIN6 TO
6LOCK (TYP.>
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TAP CON
T~E FA$TENERo e~ALL BE IN5T ALLED AT AFF051TE ENDe OF THE UJOOD 5TRUCTURAL
FANEL5. UMERE 5CREW$ ARE ATTAC~ED TO MA$ONRY OR 5TUCCO. T~E"( 51-1ALL BE
ATTAC~ED U51NC:1 VIBRA~TION ANCHOR5 ~AvINc;, A MINIMUM WITHDRAUJAL CAPACIT'Y OF 4~iZl
LB~ REvrEW DArE' 7 /;fi'
CITY OF Z[PHY- - (t "'/::.-
BVrLDrNG OFFrcrAL 1).1 ()~
'- /-1Lg !Ol~ BlIIU"\G SHALL COMPLY WITH
ALL AYFLlCABLE BUILDING
ELEel RlCAL, PLUJ\ffiING AND
MECHANICAl CODES
MASONRY OPENING
HINDOH INSTALLATION DETAILS
~
1/32 .PLAIN 6AR EACl-i
LEa UP TO 14'-8" LENaT145
3/8 ~ ~6AR EACl-i La
OVER 14'.&" LENaTI4S
1/32 ~ 5TIRRUP5 1\1
4'.~" O,C. I..ENaTI-I5
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OR llJELDED)
"A" 6Af::(5 (MAIN ~INF'>
5EE 5Cl-iEDULE
,
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1 V4'
4,112"
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PRECAST CONCRETE
REINFORCING 5CHEDULE AND LOAD CAFACITIES
6AR CLEAR 6OTTOI1 REiNFORCINa 6ARe> IMAX. eAFE eAFE LOAD
LENaTI4 aPAN "A" MAIN BARe "6" BARe ItOAD ON
INTEL ONLY COMPOe,1 TE
2'-~" I'.~" 2, 1/32~ NONE 1,~~+ 3~~~ +
3'-4" 2'-2" Pl..AIN 6Af::(5 END 'I FT. ' I FT.
3'-1~" 2'-e" I4OCK!:D UP ~O'
4'.4" 3'-2" !=Of::( 2 1/2"
!'>'-2" 4'.~" 2, ~ ~ NONE 1.~+ 2,1~~ +
!)'.e" 14'.~" 'I FT. ' 1FT,
~'-2" '&'.~" 1 I
1&'_4"
~'-4" I
1'-~" e'-2" 2, -4 ~ NONE ~+ 2,2!'>~ +
"-I~" 1'.~" 'I FT. ' I FT.
e'-l~" e'.~" 12. '5 ~ NONE I ~~+ I 2~~~ +
1~'.~" ~'-2" I 'I FT. 'I FT.
1~'-!~" I~'.~" 12. '5 . 2. ~~ I e~~ '/FT. 12~ '1FT,
12'-~" 11'.2" 1~~ '1FT. I !,e~ '1FT.
12'.I~" 112'-~" I ~!'>~ '1FT. 1,6~ '1FT,
13'-!,>" 112"8" I I ~~~ '1FT. 11,1~ '1FT.
Tl-iE INFORMATION CONTEINED IN I-IE~
WAS pf::(ODUCED 6Y CONTEC 5OUTl-i
CONSUL TiNa ENaINEEf::(S, OLeMAR, FLORIDA.
TYPICAL LINTEL SECTION
(I) '5 CONT.
eXleTINa Tie 6EAM
NEW TIE eEAM
*!; VERT.
TIE TO STD. l-iOOK
1\1 TOP AND eoTTOM
DR!LI.. AND EPOXY (I) '5
8" IN TO EXI5T, 6EAM
TIE TO VERT. AND CONT.
Df::(ILL AND EPOXY (2) '5
e" IN TO EXI5T. FooTiNC:I
TIE TO VERT. AND CONT.
(2) '5 CONT.
EXI5TlNa FooTINa
NEW FooTINa
eXISTINa I4OUe,E
CONNECTION BETHEEN
EXISTING AND PROPOSED ADDITION
HAZARDOUS LOCATIONS
R30e .4
THE FOLLOWING SHALL RECONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR
THE PROPOSES OF GLAZING:
1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES.
2, GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOORS ASSEMBLIES AND
PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES.
3. GLAZING IN STORM DOORS.
4. GLAZING IN ALL UNFRAMED SWINGING DOORS,
5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS,
STEAM ROOMS, BATHTUBS AND SHOWERS, GLAZING IN ANY PART OF A BUILDING
WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF
THE GLAZING IS LESS THAN 60 INCHES (1524 MM) MEASURED VERTICALLY
ABOVE TI-IE ANY STANDING OR WALKING SURFACE,
6, GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR
WHERE T~E NEAREST VERTICAL EDGES IS WITHIN A 24-INCHES (610 MM) ARC
OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN
60 INCHES (1524 MM) ABOVE THE FLOOR OR WALKING SURFACE.
7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OT~ER THAN THOSE
LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE
FOLLOHING CONDITIONS:
7.1 EXPOSED AREA OF AN INDIVIDUAL PANEL GREATER THAN ~ S,F,(0.e36M2)
7.2 BOTTOM EDGES LESS THAN Ie INCHES (457MM) ABOVE THE FLOOR
7.3 TOP EDGE GREATER THAN 36 INCHES (~14MM) ABOVE THE FLOOR
7,4 ONE OR MORE WALKING SURFACES WIT~IN 36 INCHES (~14MM)
HORIZONTALLY OF THE GLAZING.
e, ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE A
WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND
NONSTRUCTURAL IN -FILL PANELS.
~. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING
POOLS, HOT TUBS AND SPAS WHERE T~E BOTTOM EDGE OF THE GLAZING IS
LESS THAN 60 INCHES (1524 MM) HORIZONTALL'Y OF THE WATER'S EDGE. THIS
SHALL APPL'Y TO SINGLE GLAZING AND ALL PANELS IN MULTIPLE GLAZING
10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36 INCHES
(~14 MM)
HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE
GLASS IS LESS THAN 60 INCHES(1524 MM) ABOVE THE PLANE ADJACENT
WALKING SURFACE,
11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM)
HORIZONTALLY OF THE BOTTOM TREAD OF STAIRWAY IN ANY DIRECTION V\lHEN
THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM)
ABOVE THE NOSE OF THE TREAD.
REQUIRED SAFETY GLAZING IN ~AZARDOUS LOCATIONS
R30B .4
~
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PRESTRESSED CONCRETE
REINFORCING 5C~EDULE AND LOAD CAFACITIE5
LINTEl. Cl.EAR I MAX. SAFE eAFE LOAD
l.OAD ON
l.ENaTI4 ~PAN IlA11 6AR5 5CI-IEDULE LINTEL ONLY COMPOelTE
14'-8" 13'-4" NONE ~!'>~ '1FT. I,~~ '1FT.
1&'.4" 14'.~" NONE ~!'>~ '1FT. 1.el~ -1FT,
11'.4" I~'.~" -4 111 6Af::(S &1~ '1FT, I,!'>~ -1FT.
1C3'.4" 18'.~" 2, '5 11 6Af::(S &00 '1FT, 1,4~ '1FT.
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24'.~" 22'.e" 2. *!; . 6Af::(5 ~2~ '1FT. 1,l2~ -1FT.
COMPOSiTE LiNTEL SECTION
'5 6AR CONTINU05
CONC~TE 6LOCK
"I<J'o.lOCKOUT" COUR5E
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CELLS AND "U" LINTEL
FILLED W/CONCRETE
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LINTEL TO SUPPORT5
IN 5PAN5 C':I~ATER TI4AN
SPECIFICATIONS 12'.~"
I. 6AR STEEL e,I4ALL 6E MIN. C':IAADE 4~, DEFORMED EXCEPT UJl-iEf::(E
PLAIN 6Af::(S (I400KED FOR eoND ANCl-iORAClE) A~ 5PECIFICALL Y
PERMITTED,
2. CONC~TE Pf::(ECAeT MEMeEf::(5 TO 6e MIN. 400~ PSI It 28 DAY5.
UFLIFT CONNECTION CR055- REFERENCE
51MF50N 5TRONG TIE
MARK. CONNECTOR FLORIDA
'APP. CAPACITY:/< FA5TENE~
A MTe 2~ 1~~1.I6 3116 14 .I~dx I 1/2
6 I4ET A 2~ !'>~8.16 18~~ 12 -16d
C I4GIT -2 &.38,18 3&4~~ 1~-16d
D I4GIT-~ 414,~6 3&&~ l~-I~d
5 vTC-2 &~8'\2 4!'>~ 4-I~d
F M6I4A.3 !'>.38.1 1&112 8.I~d
6 CM5TC 16 1~~I.3 3!'>2~ ~4-16d SINKEf::(5
l-i C644 414.36 143&~ 12-I~d
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TI4GI2A 1~-I~dx .
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I.. u..M 414.361 1!'>6&~ 2-I~dx DPI..X
M C6~~ 414.3~ 143&~ (2) S/e' 601.. TS
N CC~4 S~&,~ 33~!'> (~) &/e" 60L T5
0 TI4A 2C3 414.321 1!'>~ (4) l~d
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UPl.IFT CAPACITIES ARE AVERAGE UNLESS NOTED OTI-IERv-lISE ~OOD TO
MASONRY UPLIFT l.ESS TI-lAN 1500" USED SIMPSON META20 v-lOOD TO v-lOOD
UPl.IFT l.ESS TI-IAN 455" USE SIMPSON 1-15 WI (8) ed. ~D TO v-lOOD UPLIFT
LESS TI-IAN 1000" MORE T!-lAN 4155" REQUIRE MTSI2 v-ll 14-IOd
WINDOW Cl-IART
I FRAME OPENINa WIDTI4 1C3.y' 2~-~ 31 -y. !:;3-%
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_. _._._ __..___...__.___c_.__....__,-.-....--...-.. .__...__...___...___ _._.______...
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FINISH FLOOR ELEV A TJON SHALL
COMPLY WITH ENGINEERED DESIGN
AND/OR CITY OF ZEPHYRJ1lLLS
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R7036 EXTERIOR PLASTER\~;"
RI03.1
EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS
OF ASTM CS16.
R103.62
INSTALLATION OF EXTERIOR LATHING AND FRAMING,SHALL COMPLY WITH THE APPLICATION
I~EQUIRe:MENTS OF AS1M C106
35 MM MIN. SOLID WOOD DR OR 20 MIN, FIRE-RATED DOOR
5/8' TYPE X GYP BE ON 2 X 4 WOOD ST.
FRAMING -16' e,c.
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GENERAL STRUCTURAL NOTES
DESIGN CRITERIA
STRUCTURAL
.t=
DESIGN BASE ON T~E RESIDENTIAL FLORIDA BUILDING CODE 2004 EDITION AND
ARE SIGNED AND SEALED BY AN ARC~ITECT LICENSED IN T~E STATE OF FLORIDA.
1. Concrete shall have a minimum compressive strenrath of 3000 psi @ 28 days.
2. Steel reinforcement shall have minimum yield strength of 40,000 psi, in
accordance with ASTM A-~1 ,5
3. Concrete masonry units shall be ho! low load bearing in accordance to A5TM C~O
or C145 I~OO psi minimum.
4. Grout shall hove 3/eil mox. oQQregate e-l1 in slump 2000 psi or ASTM C47~.
S. Mortar ahall have be type M or 5 in conformance A5TM C270.
~. The outer Foundotion bars shall be continuous around corners using cerner bars
or by bending the bar in accordance with 202 .3.4 of the 5STD 10-'13. In both
cases the minimum bar lap shall be 2511, Likewise the bond beam reinforcement
shall be continuos around all corners.
7. Attach plywood sheathin~ to supporting trusses or other framing with common
nails as follows:
a) 411 o.c. olong ends of plywood panels.
b) ~II o.c. along intermediate supports of plywood panels.
8, Provide 411 x 411 cleanest for all concrete filled cells,
'1. All structural walls to be t; 2 Southern Yellow Pine @ 1~11 O.c.
10. All girders shall have a minimum of 3-2x4 studs placed directly under the
girder and double plates.
11. Pre-manufactured roof trusses to be designed in accordance with the last test
TPI design req,uirements. The truss manufactured is responsible to furnish all
reaction loads for dead loads, live loads, and wind 10005. Manufacturer to submit
truss layout and details signed and by Florida register Engineer.
12. Garage door, windows, and other exterior doors shall withstand the specified
wind velocity. Doors and windows manufacturers shall submit data specifying
req,uired capacities. These elements shall comply with SBC wind load
requirements.
13. All exterior concrete block walls are designed as shear walls or shear wall
segments with Dur -a- wall reinforcement every other block as the per segments
with Dur-a-wall reinforcement every other block as the per req,uirements
of the National Concrete Masonry Institute.
14. All openings greater than ~ feet to have 1~5 rod on each side of the openin<J and
filled with grout. Openings grater than 12 feet to have 2~S rods on each
side of opening.
IS. Contractor to verify all dimensions and conditions in the filled.
l~. Any chCltiges to sealed drawings must be approved by the Consulting Engineer
or Architect.
17. A foundation survey shall be performed and a copy of the survey shall be on the
site for the building inspectors use, Or, atl property markers shall be exposed
and a string stretched from marker to marker to verify req,uires setbacks,
18. All Plumbing, Electrical and Mechanical roughens must be complete, inspected and
approved before req,uesting the framing inspection.
1<1. Provide AFCI'5 (arc- fault circuit interrupters in al I dwell ing unit bedrooms per NEC
article 210-12.
PER FLORIDA BUILDING CODE (FBC) 2004 RESIDENTIAL
120 /
DESIGN ~IND VELOCITY __________________________________MP~
DESIGNER FOR 3 SECOND GUST
IMPORTANCE FACTOR _______________________________ 1.0
BUILDING CATEGORY RESIDENTIAL
lAJlND EXPOSURE =============================== B
COMPONENTS AND CLADDING DESIGN lAJlND PRESSURES: SEE TABLES ON Tl-lIS PAGE
20 P5F
l1P5F
15P5F
- --- - - - -- - - -- - --- - - - - -- -- - - ---- 45PSF
(lAJOOD r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~~~~;
(CONC.;- - - - -- - - - - - -- - - - -- -- - - - - - - - ---
/'
ROOF LIVE LOAD
ROOF DEAD LOAD
ATTIC LIVE LOAD
FLOOR LIVE LOAD
FLOOR DEAD LOAD
FLOOR DEAD LOAD
GABLES ROOFS
a 0 ~a 00
.:t= IT
~ALL5
rrt
Tt
:B
CONCRETE (AT 2a DAYS/------------------------------2S00 PSF
REINFORCING STEEL ---------------------
MINIMUM LAP FOR NO, 4 BARS ::: 20"
NO. S BARS ::: 25"
NO. ~ BARS ::; 30"
NO. 7 BAR5 ::: 35"
ASTM AG15 GRADE 60
2 CD
ASTM A-36
~t
FOR SI: I DEGREE.. 0.01745 RAD
GABLES ROOFS
100 <.0 ~50
!-lIP ROOFS
too <.0 :s;300
STRUCTURAL STEEL
1150
100 <6 ~.w
100 <0 s300
LUMBER MINIMUM FLO. -------------------------------
USE (MINIMUM) SOUT~ERN PINE NO.2 OR DOUGLAS FIR-LARC~ NO.2
FOR ALL STRUCTURES LOAD BEARING OR EXPOSED TO lAJlND
SOl L BEARING PRESSURE (ASSUME) _ _ _ _ _ _ _ _ _ _ _ _ _ _ SEE FOUNDATION PLAN
TO BE FIELD VERIFIED PRIOR TO PLACING OF FOOTING REINFORCEi1ENT
OR CONCRETE POUR= NOTIFY DESIGNER IMMEDIATELY IF SOIL FAILS TO
MEETS REQUIREMENTS.
FOR 51 1 FOOT=s304.B MM, I DEGREE=O.OO~ RAD
NOTE: a024 FEET IN ALL T~1E CASES
COMPONENT AND CLADDING PREASURE ZONES
- - - -~ ~
FIGURE R 301.2(B) lAJlNDWARD ROOF
STRUCTURAL DESIGN S~ALL BE IN COMPLIANCE lAJIT~ RESIDENTIAL FLORIDA BUILDING
CODE 2004
ALL END JOINT5
OCCUR OVER
FRAMING MEMBER
1:;/32" COX eTAGGERED
u.v LONG OIMENelON
ACRO~ e>l.!PPORie
BLOCKI~ 11 4'.e>" O,C, IN
FI~T TWO e.PACE6 IN
GABLE ENDo ON I.. Y
Termite Protection
MAiN WiND FCRCe Reel5TING e,'f5TEM WIND L.OAD5 FOR A eUIL.DING WITH A
MeAN ROOF or 3'" FEET L.OCA TED IN EXPO~RE 6
f-IORIZONT AL LOADS MAX. HORIZONTAl.
WALL LOAoe (Fe)
END ZONE END ZONE ZONE
WIND ROOF ANGLE W[NOWA~O LEEWARD IE 4E
VELOCITY L.OAD (DEGREEe) LUALL ROOF ROOF ROOF
(M~) DIRECTION
120 TRANeVERee 20 31.~ -8.3 -21.4 -1~.1 2:? .0 -18.e>
3~~ANulEs.4:; 2&.1 11.~ ~.~ -I&.~ I~.e> -14.&
LONGITUDINAL Al.L /lNGLE& 22.8 -IL~ -21.4 -I~.~ Il.e> -13.4
20 31.1 -~,8 -32.2 -22.4 2:'.0 -21.1
130 T RANoVE ROe
3~.ANuLe:s.4~ 3~.1 2~.~ IL~ -18.3 n.e> -11.0
L CiNC:lI TUD INAL ALL ANULU 2~,8 -13.~ -322 -18.3 2e>.0 .\~.1
D
~ I PEND
I. IIA permanent sign which identiFies the termite treatment provider and need For
re- inspection and treatment contract renewal shal I be provided, The sign shall be
posted near the water heater or electrical panel. II FBC. R302, 1
2. Condensate and roof down spouts shal I discharge at least 11-0" away from bui lding
side. walls. FBC R320.1,6
G1ABI..E END
~;~J
ad COMMON . ~" O,C, Eooe . FIELD ..
ed ~I~ ew.N<. NAIL5 . 4" O,C.
. uABL.E END OR GABLE TRUee
3. Irrigation/sprinkler systems incl uding al I risers and spray heads shal \ not be
installed within 11-0" of the buildinQ sidewalls. FBC R320. 1.6
ad COMMON . ~" a,c. 1!lX2!! AND t~" a.c. FIELD
4. To provide for inspection For termite infestation, between wall covering and final
earth grade shall not be less than 6 inches. Exception: Paint or decorative
cementitious finish less them SIBil (17.1 mm) thick adhered directly to the
foundation wall. FSC R320.1.6
ROOF DIAP~RAGM NAILING SC~EDULE
N.T.S.
TA6LE R301.2(2)
COMPONENT AND CLADDiNG WiND LOAD5 FOR A BUILDING WITI-l A
MEAN ROOF HeiGHT Ol= 3'" FeeT L.OCATED iN eXPOOURE 6/PoF
ZON~ EFFECTIVE 6A51C WIND ePEED v
WIND AREA (MPf-l 3- SECOND GUST)
(FT2 )
ROCf= ANGLE > Ie>.~~ DEG~ce 120 1.30
I 100,0 10.:' .21,& 12.4 -2:;.2
ROCf= ANGLE > 3~.4:; DE6REEo 120 13e>
1 lOO,e> 215 -21,:' 2&2 - 2:'2
GL.UE 6~INGL.ES ALONG
RAKE TO UNDERlAYMENT
AND TO EAC~ OT~ER
ViI A 4- WIDTH OF
ASP~AL T PLASTIC ROOF
CEMENT
5. Initial treatment shall be done after all excavation and backfield IS completed,
FBC R320.1. 1
6, Soil disturbed after the initial treatment shall be retreated including spaces boxed
or Formed, FBC R320,1.2
UNDERLAYMENT, If> L6 ASP~AL T-
SATURATED FELT CONFORMING
TO ASTM D 226 TYPE I OR D 486~
TYPE I LAPPED 2" AND FASTENED
PER MFR'S PRINTED INSTRUCTIONS
7. Boxed areas in concrete floors for subseq,uent installation of traps, etc., shall be
made with permanent metal or plastic Forms. Permanent Forms must be a size and
depth that will eliminate the disturbance of soil otter the initial treatment. FBC
R320.1.3
DRIP EDGE AT RAKE, APPLY
OVER UNDERLAYMENT
B. Minimum 6 mil vapor retarded must be installed to protect against rainfall
dilution, If rainfall occurs beFore vapor retarded placement, pretreatment is reqyired,
FBG R320,1 A
~. Concrete over pour and mortar alon~ the foundation perimeter must be removed
beFore exterior soil treatment. Fec R320.1.S
ASP~A1.. T S~INGlES TO ~AVE
SELF-SEALING AD~ESIVE
STRIPS OR BE INTERLOCKING,
CONFORMING TO ASTM D 225
OR D 3462 FASTENED H.I 6
FASTENERS PER STRIPS, ALL
FASTENERS MUST BE COVER
BY 6~INGL.E OVERLAP,
10. Soil treatment must be applied under all exterior concrete or grade within 11-01
of the structure sidewalls, FBC R320, I.~
NOT ES:
II, An exterior vertical chemical barrier must be installed after construction is
complete, includin~ landscaping and irri~ation. Any 50i I disturbed after the vertical
barrier is appl ied, shall be retreated. FBC R320. 1.4
ALL ~ALL AND CLADDING ARE DESIGNED FOR
A _~5.:~_ PRESSURE.
ROOF STRUCTURE IS DESIGNED FOR
A _:I~:!__ UPLIFT PRESSURE.
T~E DESIGN FOR T~E WALL AND ROOF
PRE5SURE IS ~IG~ER T~AN T~E REQUIRED
ZONE PRESSURE.
DRIP EDGE AT RAKE,
APPLY OVER
UNDERLAYMENT
12. All buildinQ are reqyired to have pre-construction treatment. FaC R320.1
FASTENERS, USE GAL.VANIZED ROOfiNG NAILS
H.I MIN. 12 GAUGE (.100-) SUANK WI MIN.
3/5",p ~EAD,H./ SUFFICIENT LENGTl-i TO
PENETRATE T~ROUG~ ALL ROOFING MATERIALS
AND A MINIMUM OF 3/4" INTO THE ROOF
6~EAT~ING OR T~ROUGl-1 Tl-1E S~EAT~ING.
S~INGlE STARTER COURSE:
TRI M OFF T A6S 611 TO 7- FROM FRONT.
13. A certificate of compliance must be issued to the building department by a
licensed pest control company before a certificate of occupancy will be issued. the
certificate of compliance shall state: liThe Buildin~ has received a complete treatment
for the prevention of subterranean termites. The treatment is in accordance with
the rules and laws of the Florida Department of Agriculture and Consumer
Services,11 FBC R320,1
~
D
D
DRIP EDGE AT EAVE, APPL.Y
UNDER UNDERLA'fMENT
DRIP EDGE TO ~AVE 211 OVERLAP
FASTENED @ 12- O.C. EXTEND 1/4-
BELOW 5~EAT~ING AND EXTEND 211
MINIMUM BACK ONTO ROOF
T~IS BUILDING 15 A CLOSE STRUCTURE.
INTERNAL PRESSURE COEFFICIENT 0.18- 3 SECOND GUST
14. After all works is completed, loose wood and fill must be removed from under
the building and within I foot, This includes oIl grades stakes, tub trap boxes,
forms, shoring or other cellulose containing material. FBe R320.3
T~IS BUILDING IS A PARTIALLY CLOSED STRUCTURE.
INTERNAL PRESSURE COEFFICIENT .1: 0.55- 3 SECOND GUST
T~IS BUILDING IS AN OPEN STRUCTURE.
INTERNAL PRESSURE COEFFICIENT 0.55- 3 SECOND GUST
120 MPH MINIMUM WIND RESISTANT RATING REQUIRED.
INSTAll S~INGlES IN ACCORDANCE WI T~IS DETAil
AND T~E MANUCFACTURER'S PRINTERD INSTRUCTIONS
15. No wood, vegetation, stumps, cardboard, trash etc., shall be buried within 151-0"
of any building or proposed building. FBC 2304,11.10.1
APPLICATION OF ASP~AL T SI-1INGLES
SOIL IS TO BE COMPACTED TO '15% MODIFIED PROCTOR AS DEFINED DY ASTM
D 1557-<11
NTS.
~~
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t::U
~~
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-
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en
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'<S
--
~
..
~
5~EET No,
AD-1
_ au CHAltT I'Oft _ 6!1 GHAIt1' !'Oft -au CHAItr I'Oft
RE.eAR aPeCIFICATION~ AI!:. eAR $PfCIFICA TION~ I'<I!-I!AA 6f'ECIFICATICNa
~ ~ fi1 I~ &Ik ROOP T~e& fi1 iii fi1 I~ ROOP T~&ee& fiI ~ II ~ ~ FiIOOI' TR.l&ee&
t<NQCj(.OUf ~I<. ~ !<NOCj(.OUT ~I<. I !<NOCl(. 0U'1' eu(.
WI. C<:INT, Wi. C<:INT, ~ C<:INT,
L .... .. ~.. ~] ..-- -- .. .. ... 211
--f' 21! ~ .
'" pf'E.CA&r liNTEL ! PRl!:-CA&T LINTEL
PRe .CA&T LINTEL I..
en CI-lAAT FOR en CI-lAR'T FOR en CHART FOR
LOADING PE~ LOAONG PER : .. LOAOINal I"ItR to
~INJNaI 011:1 _ . ~INI/'U t'll _ OI"ININC) 011:1 _ _.. "'r .
I- '"=. .~ 1
- -- -. ..~
~ IN&fAH LINTEL. PER Q N&TALL lINTEl& PER ~ 1N6TALL LINfEL& PlR
MA'U'AC nlRE R& , MANlJFACnlRER'~ iO MANi.I' AC11JRER'&
ill REGOI1HENDATlo-<& ill RECCM'1ENOATION& REcot11ENDAT~
AAO ALLOWAet.1 LOAD&, AAO A!.LOWAeL.I LOAD&, I AAO ALLOWAeLl LOAD&.
I
" . - ._.~ - _. -
~] , ~l .. , - - ~. ... ~ .- . ~l
!
l.- I
1,--, J 6n OOO~ OPItNINaI J l ~I Ol"ENINaI J
J SEt OooR Of"ENINO J C . valtT, ~E C . varn en c . ~"T, eu
!"LAN P'OI'lI LOCATION !"LAN P'OR LOCATlaN :::J PLAN faA LOCATION
F~1 I~ OI"I!NIl'4 !)(C!!O' 1'00 T I '1 I~ Ol"I!NINO I!XCI!!O' ". ~NII'4 !xcuo,
.'. Y!RT, ~& MUtT
.'." Y!!lt1', ROO& Hu&T .'.~ V!!lt1', ~& HI.IfH Be ON eofH alOE. OF
ee ON eofH 6IDE& a: Be ON eofH 51DEEl OF
THE OPENII'-<<3 THE OPENil'-<<3
THE 0f'5N1NQ F Of'ENINQ EXCEED~
IF OPENINCi EXCEe:O& IF Qf'f;NING EXCE E 05
t I~'.e> 2.01) ON EACI-l 61DE t I~'.et 2.. ON Et>C!< 610E t 12'.e> 2.01) ON EACH &IDE
01' TH! Ol"ENlNCs ;& FlEQUIRED a: Tl-e 0PENlNc. 16 REQUIRED OF TI-e OPENlI'n 1& REQUIRED
F'ECE&&EO LINTEL OEr AIL WINOOW LINTEL INFORMATION NOTE, FOl.LO.ma. i/-f'OF6'1AfIQN WA'
&JPPLIEO 6Y CA&T ~re
OOOFC LINTEL INFC~ATION NOTE, I'OLLOWINCl NFOI'f1ATION UJA& POOR LINTEL INFORMATION NOTE, FOl.I.OWINCIINFOf<t1AT'OolIlJA~ \.NIFOfiCH eN! LOAD PElt L IN!AJ. I'OOT
euFPLI!:D 6'1' CA&T C~cTl: 6UFl"LI!:D 6'1' CA6T C~IHl! L INTE L DEe.cRIPTION. ~-CAeT ~~TE LNTfL.
L[NTeL DE~RIFTION ~IFO~ aAFi LOAD PER LINEAl. FOOT LINTEL DE~RIFT[ON UNIFO~ ~AFi LOAD PER L.1NEAL. FOOT MARK DOOR &IZE LINTEL &IZE RE.eAR FillED l..NFlllED
MARl< DOOR &llE liNTEL &llE RE.BAR FillED UNF[llED MARK DOOR SllE liNTEL &llE RE - BAR FillED UNFillED 1 .Ie. l'.E/" 2'.~" 1.-:; &314Ibe. ~,,;>')~r:. 1","-
1 .\ 2'.E/" 4'.'" I. I!) ~4"'8 11o~, 181& [b~, l.8 I~'."" 1\'.4" 1.'50 1483 Iloe. ~Ibe, I -11 2'-2" 3'.6" I ..; &12" Ibe, IQ.J::.J?\ 11.-,...
l.2 '2'.1)," 4'.~" I. IS 64"'8 Iloe, 181& [be, L.~ 1"'.8" 12'.e" I-'S 13"4 Iloe, 1lXi:> llo~. L.18 2'.~" 4' .c21 1.-:; 64"8 110.. la1!1.Jba--
L.3 ~'.~" 4'.6" I. IS 481& Iloe, 186" Iloe, G1'" 12'.e" 13'.4" 1.'50 1341 Iloe. Se,3 Ibe. L. \'3 ~'.2" 4'.6" 1-'50 481& Ibe. 'UaJlo&.--
1.4 4'."''' &'.4" I. I!) 3144 Ibe, i&l;, Ibe, L.1l 12'.8" 14'.12:)" 1- I!) 121e> Ibe, 51'" Ibe, L-2e> 4'.~ &'.4" !1.lIl; ,..'AA 110-.... 1f1J!i.Jb~
I .11 &'.12:)" E/'.e," I. *'& 326e Ibe, 1&6& Ibe, I- - r... 14'.12:)" 1!;'.4" 1.'50 ~Il 1108, 381 Ibe. L-2\ A'.e.' &'.112:)' ! I_II!; ~1.:i4 11-0.. 1141 11-0..
I .&' &,'.~" l'.e," I. I!) 12881 lbe, \S5e> Ibe, L. - I,:) 1~'.I2:)" 11'.4' 2.I!) 823 Ibe, 28'3 Ib&. 1-02'> S'.2" e.'.e." II..; 326e> lloe. 11l,e.1', 11-0",
l -1 8'.e"~1 ~'.4" I. IS 1141 Ibe, 1e>2& Ibe. L-14 18'.e 1~'-4" 2 -IS 81~ Ibe. 2'33 Ibe. L .23 {,,'.2" 1'.6" I-'S 2P~1 Ib3 lC;c;~ Ib!\.
L.I& 212:)'.12:) 21'.4" 2.11& 8&1 Ibe, 21~ 110&. L-24 8'.e" ~'.4" I-'S 1141 1108, 112:)2!; lbe,
L.2& ~'-2" le'.o" t.1I!; 1333 lbe, I ~n Ilot,
MASONRY LINTEL SCHEDULE
CAULK ALONQ BACK
&IDE OP FLANGE
BEFORE FAt?>TENINQ (iYP)
-1
I I. ~ .
24' MAX.
O,C, nF,
UJITI-4 e.cREUJe
(12" MAx. O,C,
J. TYP, WIn1 NAlle)
ALL (4) S/DEa
.-
. .
x 1"
n. 'I" TO . .
4" T'T'P, 6" MAX. /......1
· CO"".". TIT
4" TYP, e," MAX, ~
· COroNER& ~ Tf
CAULK ALONU eACI<
SIDE Ofl FLANGE
BEFORE FASTENING (TYP)
ueE FASTENERe
T!-lAT ARE PROVIDED
6'1" MANUFACTURER
FAE;TENERS
-~
4" TYP, ~" MAX, ~-1
· CO"".... '\[ IT
24' O,C, ~
TYP,
~ ~
.
, ..
Ll ...
()
!Lg
t: ~
....
NOTES,
1. UoE '1e> x 1" PH, oMe., '1e>
UJOOD &cREWe. OR 8d
GAL vANllED NAIL&,
2, ATTACI-4 WINDOUJ DIREC
FRAMINa UNDER eue.SIDINa.
-L..
FINNED WINDOW (TYP.)
FLANGE SINGLE HUNG
FLANGE GLI DER
arucco
I.INE 7
.
FINleHED MAeONI'l'T" OPENNINC:t WIDTH
CAULK IN&IDE CAUI.K INS'D1 '.
CAl..l.. elz!: WIDTH
OUTSIDE:
IN.'De -, 'f F-..'4
TAP CON
FIT
ewCKSTRIP
FINlel-lED MAeoNl'l'T" OPENNI~~ UJIDTf-i
CAJ..l.. e!z! UJIDTf-i
CAULK TYP, OUTeloe ---' I'
CAULK TYP,.: ~.
,
JAMB ~
~
PIT
PIT euCK5TRI
BUCKt?>TRIP
PIT-
eucK5TRIP
~
F.e.24
TAP CON
FIXED elDE:
.lAMe
DI'l'l"UJAl..l..
DRYWALL
DRYWAl.L
LDRYWALL
SINGLE-HUNG WINDOW
HORIZONTAL SECTION
HORIZONTAL SECTION
1110 PLYIJ.lOOD PANelS
NO FASTENERS
THRU elLL ~
FINISHED 5ILL~1 \
13'1" OTHER5 ~
IN.'D. -'
IN51DE
DRYWALL--...-
F.8.24
TAP CON
OUTelDE
FIT
6UCK&TRIP
-f
TRUSS STRAP RETROFIT
CONNECTOR
~ II'" )(2 II~'
TAP CON'
TYPICAl.. MT5M20 IN5TAI.I.ATION
(~. M:~ l..Af
, 'x . . - , , I
L #3 OR #4 REINFORCING BAR
1*3 $ M LAP SPLICE
1'" MI" ~~ t ' . d I
'CI$SR~INFORCING eAR
1*5 LAP SPLICE
, '
t ,.' MIi LAP b
' C.. Rf~FORCI~ 6AR
1*6 LAP SPLICE
LRllI"~ ~r
liS REINFORCING 6.A,R
liS STD. ~O' I-JOOK
~
-J
~
~.
i
f
~I' LONG MIN,
Ii~ eAR fPOXIEDl
INTO CONe,
~
~
~
~
~
~
~
l$~ eAR I'll
ZS' MIN. LAP
5PL Ie E
~
3/4'41X(,' DEEP HOl..E
FII..LED v-LI SIMPSON "SET"
EPOXY
#S RE-8AR RETROFIT DETAIL
REBAR LAP SPLICES
, rf
1.,..-
I. -:~:==>-.
I !'-~-
I:
I,
I
: c:;;:~;:::
"l OUT.'D'
SINGLE-HUNG WINDOW SILL
SINGLE-HUNG WINDOW HEAD
PROTECTION OF OPENINGS
---- ANCHOR INeATAl.LED
E)Y atJlLDER
NO FASTENERS
TI-4R\.J ellL~
FINISHED &ILI.,,----
BY OTHER& -
IN&IDE -1
I-~~Q
:r-ZUl
~ZQ:r
jjj UJ \l) ~
:rlL<tz
() 1: u:
THE &TRUCTURE DEFINED OF TI-4I& PLAN& 1& DE&IC,NED Ae AN ENCLoeED 5TRUCTURE FOR LUIND DE&/6N
F'URF'O&Eo. LUINDOUJO, GLAo5 DOOR€>, AND ANY OTHER GLAZED OPENINGe &HAl.1. 6E PROTECTED E)Y
THE METHOD,
llJOOD eTR\.JCTURAL PANEl& WITH A MINIMUM THICKNEO& OF A 11lb" A"ID MAXIMJM PANEL &PAN
TO 8'.~u &HALL BE PRECUT TO COVER THE 6LAlED OPENING LUITI-l ATTACI-IMENT HARDLUARE PROVIDE
IN ACCORDANCE WITH THE FOLLOJJING TABLE
FA&TENER &PACING (IN) 1,2
FASTENER
r'T'FE PANEL 6PAN ~FT 2 FT <PANEL eF"*I 4 FT <PANEL eF"*I & FT <PANEL eFAN
<4 FT <b FT <SFT
2 1/2 lEI WOOD e.cREw& 1& 1& 12 ~
2 1/2 ~ LUOOD 6CREUi&) [6 Ie, Ie, 12
D06I.E.HEADEO NAIl.&4 12 61 4 )
MASONRY
ill
N
1--
:rlf)
~..J
-..J
UJ<:{
:to
L
o..lTSIDE
.,r
~ILL.
SILL DETAIL
HEAD
eTUCCO
LINE:
MIN, 1/1e," QAP .
eucKeTRIF JOINT ~
(FILLER PIECES OF
6UCK&TRIP MueT 6E
24' OR LONGER)
CAULK III EACH -<
JOINT (T'rF)
CAULK ALONa
BOTTOM OF PIT
BUCKSTRIF BEFORE
FAeTENING TO
BLOCK (TYP)
~~::. 3/4" PIT J
It = 6UCKeTRI
>- 't
I- PRECA
e[LL
DRYWAL L
CAUl-I<
IN&IDE
>-Q
I- ~ ~Cl UJ
:rz :r
... ill <S)
~IL<:{ Z
~C)l:U:
INSIDE
OUT&IDE
PIT
BUCKeTRIP
~
I-;j)
:r..J
8;t
:to
mE FAGTENERG GI-IAll BE INGTAlLED AT APPOGITE ENDG OF TI-IE UJOOD GTRUCTURAL
PANELS. WI-IERE &cREWS ARE ATTACI-IEO TO MASONRY OR STUCCO, TI-II:Y &I-JALL BE
ATTACI-IED USINU ViBRATION ANCI-lORG I-IAvlNG A MINIMUM WITI-lDRAUJAL CAPACITY OF 4~0
LBO'
OUTolDE
~EAD DETAIL
MASONRY OPENING
WINDOW INSTALLATION DETAILS
1/32 P1-AIN BAR EACH
l.EG UP TO 14'.8" LENGTH5
3/8 . REBAR EACH LQ
OVER 14'.a' LENGlT!-le
1/32 . t?>TIRRUpe .
4'.12:)" O,C, LENGTHe
OVER !4'.8'(TIED
OR U-ELDED)
"A" 6ARe (MAIN REII'-F')
~EI! ~HeOULI!
"6" eAR& ee e acHe DUl. E
!..
\
~ ~ ' .
III to
r
~ ' ,
,
z
1
I 1/' t-t I 112"
'-J
, '/&"
PRECAST CONCRETE
F(EINFOF(CING eCHEDUl.E AND L.OAD CAfOACITIEe
BAR CLEAR 6OTTOM RE INFORC 100 6AR& MAX. eN!! &AFI! LOAD
LOAD ON
LENGTH ~PAN "A" MAIN 6AR\?> "13" 6AR& 1.INTEL ~L. 'I" COMPO&I n:
2'.S' I'.E/" 2,1/32. NONE I,{:'~~ + 3,{:'tx) +
}"4" 2'.2 . PLAIN BARt?> END '/ FT. '/ FT.
3'.112:)" 2'.e" HOCKED UP W'
4'.4' 3'.2" FOR'2 tn"
&'_2" 4'.~" 2. ~ . NONe 1,{:'~12:) + 2 ,I~e +
&'.6" 4'.~" 'I FT, '/ FT.
E/'-2" &'.e>"
0'.4" :;'.4"
1'.e" e'.2' 2, '4 . NONE ~. 2,2:;e> .
1'. Ie' 1'.",,, · / FT. · / FT,
8'.'e" e'.e" 2, lIS . NONe ~+ '2~+
Ie>'.e" S'-2" '/ FT. · I FT.
Ie' .,,,,. Ie>'.e>" 2, os . 2. ~. ~ '1FT. 2~~ '1FT,
12'.12:)" 11'.2" le~ '1FT, I~ '1FT,
12'.'e" 12'.e" ~~" '/pT, 1.6~ 'I1=T,
13'.:;" 12'-8" e,~ '1FT, 1,100 '1FT.
THE INFO~TION CONTEINED IN HERE
WAo PRODUCED BY CONTEC 50UTH
CONeul. TINa. ENQINEER5, OL&MAR, FLORIDA.
TYPICAL LINTEL SECTION
(I) "S CONT.
NEW TIE eEAM
EXlollN<:; FOOTING
EXI&TINc. TIE SEAM
~ VERT.
TIE TO eTD, HOOK
. TOP AND 6OTTOM
DRilL AND EPOXY (I) II!)
a" IN TO EXleT. eEAM
TIE TO VERT. AND CONT.
DRilL AND EFOXY (2) "S
8' IN TO exleT. FOOTING
TIE TO VERT, AND CONT,
(2) 4'& CONT,
NEW FOOTiNG
NEW FOOTING
EXI~n-lG !-lOU5E
CONNECTION BETWEEN
-- .......--.-- .---
EXISTING AND PROPOSED ADDITION
HAZARDOUS LOCATIONS
R30e.4
TI-1E ~OL.LOlNING SI-lALL RECONSIDERED SPECI~IC I-1AZARDOUS LOCATIONS ~OR
TI-1E PROPOSES O~ GLAZING:
1, GLAZING IN SlNlNGING DOORS EXCEPT JALOUSIES,
2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOORS ASSEMBLIES AND
PANELS IN SLIDING AND BI~OLD CLOSET DOOR ASSEMBLIES.
3, GLAZING IN STORM DOORS.
4, GLAZING IN ALL UNFRAMED SlNlNGING DOORS.
S, GLAZING IN DOORS AND ENCLOSURES FOR I-lOT TUBS, lNl-jIRLPooLS, SAUNAS,
STEAM ROOMS, BATI-JTUBS AND Sl-lOlNERS. GLAZING IN ANY PART O~ A BUILDING
lNALL ENCLOSING Tl--lESE COMPARTMENTS WI-IERE Tl--lE BOTTOM EXPOSED EDGE OF
TI-1E GLAZING IS LESS TI-JAN ~O INCI-JES (IS24 MM) MEASURED VERTICALLY
ABOVE Tl-lE ANY STANDING OR lNALKING SUR~ACE.
6. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR
WHERE THE NEAREST VERTICAL EDGES IS WITI-lIN A 24-INCI-JES (610 MM) ARC
OF Tl-lE DOOR IN A CLOSED POSITION AND Wl-lOSE BOTTOM EDGE 15 LESS TI-1AN
60 INCI-JES (1524 MM) ABOVE THE FLOOR OR WALKING SURFACE.
7, GLAZING IN AN INDIVIDUAL ~IXED OR OPERABLE PANEL, OTI-JER TI-JAN Tl-lOSE
LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, TI-JAT MEETS ALL OF THE
FOLLOlNlNG CONDITIONS:
7,1 EXPOSED AREA OF AN INDIVIDUAL. PANEL GREATER TI-JAN ~ S.F.(O.e3~M2)
7,2 BOTTOM EDGES LESS TI-JAN Ie INCI-lES (4S7MM) ABOVE THE FLOOR,
7.3 TOP EDGE GREATER TI-IAN 3~ INCI-IES (G114MM) ABOVE TI-JE FLOOR.
7,4 ONE OR MORE WALKING SURFACES WITI-JIN 36 INCl-lES (~14MM)
l-lORIZONTALL Y OF Tl-lE GLAZING.
5, ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR l--lEIGI-1T ABOVE A
WALKING SURFACE, INCLUDED ARE STRUCTURAL BALUSTER PANELS AND
NONSTRUCTURAL IN -FILL PANEL.S.
~. GLAZING IN WALL.S AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING
POOLS, I-lOT TUBS AND SPAS lNl-lERE TI-lE BOTTOM EDGE OF TI-JE GLAZING IS
LESS THAN 60 INCI-lES (1524 MM) I-JORIZONTALL Y OF THE WATER'S EDGE, THIS
SI-IALL APPLY TO SINGLE GL.AZING AND ALL PANELS IN MULTIPLE GLAZING
10. GLAZING ADJACENT TO STAIR~AYS, LANDINGS AND RAMPS lNlTI-11N 36 INCI-lES
(~14 MM)
1-10RIlONTALL Y OF A WALKING SURFACE ~I-JEN Tl--lE EXPOSED SURFACE OF Tl-lE
GLASS IS LESS TI-1AN ~o INCHES(lS24 MM) ABOVE THE PLANE ADJACENT
WALKING SURFACE.
11. GLAZING ADJACENT TO STAIRWAYS WITl-lIN ~o INCl-lES (1524 MM)
I-JORIZONTALL Y OF TI-JE BOTTOM TREAD OF STAIRWAY IN ANY DIRECTION lNl-1EN
TI-JE EXPOSED SURFACE OF TI-JE GLASS IS LESS Tl-lAN ~o INCI-JES (1524 MM)
ABOVE THE NOSE O~ TI-IE TREAD.
REQUIRED SAFETY GLAZING IN l-lAZARDOUS LOCATIONS
R308,4
1/32 tPl.AIN BAR EACH
~~
]:0
t-U
~'-'
~
~9
~3~
Oa:l~
u~tz
~Ck:~
~Ob'i
CLLiOl::
PRESTRESSED CONCRETE
F(cINFORCING eCHcDULc AND LOAO CAFACITlee
LINTEL CLEAR MAx. eMB 6AFB l.OAO
LOAD ON
LENQTH GPAN "A" BARt?> QCHEDULE LINTEL ONl. 'I" COMPOSI Te
14'.&" 13'.4" NONE rQ~e '1FT. I,~ '1FT,
1&'.4" 14'.e" NONE 6~~ ';1=T. I,ele> .IFT,
11 '.4" 1e,'.I2:)" .4 G eARe &,'" ';1=T, 1,5W "1FT,
IS'.4" 18'.e" 2. 0:; . BARe &~ '/H. 1.4~e '1FT,
2e'.e' 16'.8" 2, ~ it BARe 42& ';1=T, 1,4~12:) '/1=T,
22'."" 212:)'.8' 2, '5 it BARe 3W'IFT. I,n" "/FT,
24'-~" 22'.8" 2, 11& . BAR& 32e> "1FT, 1,12~ '1FT,
COMPOSITE LINTEL SECTION
~ BAR CONTINUO&
CONCRETE BLOCK
"K.NOCKOUT" COUR5E
~
!!}
r.C ~~
.., c( I
o 3~
en ~@
Z~ ~~
~ 0 ~ ~u.
-ILLI&J
-CI-:ijI
-
lIJ~3~
CEL.LS AND "U" LINTEL
FillED W/CONCRETE
(',:;~~ P~I .28 DAY&)
PRECAeT "U" eLOCK
(oEE OETAIL)
"4 eAR ADDED T!-lf'1J "U"
LINTEL TO euPFORTS
IN ePANe ,""ReATeR THAN
SPECIFICATIONS 12'.12:)"
I. BAR eTEEL G!-lALL 6E MIN, GRADE 412:). DEFO~ED ExCEPT W!-lERE
PLA[N eARe ( !-lOOKED FOR BOND ANCI-40RAVE) ARE 5PECIFICALLY
PE r;d'1ITTE D,
2. CONCRETE FRECAeT MEM6e:R5 TO eE MIN. 4~~~ pel. 2e DA'T'e.
UPLIFT CONNECTION CROSS. REFERENCE
SIMFSON &TRON6 TIE
CONNeCTO~ FLORIDA CAPACITYl' FA$TENER5
MARK. " APP.
A MTe 212:) l~e>LI~ 311E/ 14 .Ie'dx I V2
a HET A 2~ &8e8.16 16~~ 12-I~d
C HGT-2 :;36,18 3S4"'e> le>.I~d
D ~-kilT .) 414,~6 3&&W 1~.I~d
E VTC.2 &38,12 4&" 4 -I"d
F MBHAJ :;3&.1 1&112 e.I"'d
Q CMoTC 16 1~"1.3 3:?2~ E/4.I~d olNKERS
H CB44 414,3~ 1435e 12.16d
I H2,& 414.1~ 13~ &.8d
J HET A 4~ 1~I2:)Ll8 2~3S 16 .I"dx ~
112:)./"dx 4
K TI-l62A 414,33\ lS4" 2/3 Me
L u.M 414,361 lS6SI2:) 2.16dx DPlX
M ca~~ 414,3~ 143&e' (V !;/8' 60U&
N CC~4 :;8e!;,~ 336:; (6) ;'/6" BOL To
0 THA 2~ 414,321 1:;" (4) Ie'd
P lGT2 1423.13 6342 16.1~ d elNKER
R I-4GT - 2 414."~ ~S412:)12:) 1~.I~ d
~{2
<>>S
(J)
:;;I
<(
Iw-
~
od
en
W
I-
o
Z
~
<C
C
Z
<(
I-
en
UPLIFT CAPACITIES ARE AVERAGE UNLESS NOTED OTHERWISE WOOD TO
MASONRY UPL[FT LESS TI-lAN ISOOf USED SIMPSON META20 WOOD TO ~D
UPL.IFT LEes TI-lAN 400f USE SIMPSON 140 WI (8) ed, WOOD TO WOOD UPLIFT
LESS TI-lAN l000f MORE TI-lAN 40S~ REQUIRE MTel2 WI 14-IOd
WINDOW C~ART
I FRAME OPENING WIDT!-l I~.Y.. 26-~ 31-Y. &3.~
I BLOCK OpeNINa UJIDTI-4 I~-~ 21..1'4 31-~ &3 -Ya
SEAL
WINDOJJ LlJIDTI-4
2~-.l2 2~ 2~ rnCODe 12 EEeODE>1 32 EEjCODE 22 EEECODE 32
~
~
--
3e-~ 3e-% 38-% ;COOE 13 meODE 12 33geoDE 2agcoDE 33 ~
'-o...S)
51-}& 50-% 50-~ mCODE 14 mCODE 12 34 ~ CODE 24 ~ CODE ~A
63-)& ~3 ~3 rnCODE 15 mCODE 12 3E>gCODE 2sgeoDE 3
75-% 76-10 76-)& ;CODE I. mCOD' ~, 10D.,.I=.,
~ ~ ~
:r :J: :r
~ ~ 8
z
z Z
LU LU z EGRESS WINDOWS SI-JEET No,
& & I
LU ~ SINGLE !-lUNG WINDOW
L ~ MAXIMUM OF 44" ~GT F,F, LEVEL AD-2
<(
[l MINIMUM OF 24' l-lGT OPENING
lL 10
gJ.
NO
J:O
t::U
~0
>-~
~~~
OcO~
U<z
!;2~~
~9iD
a......0!
TOP Tie eeAM _
HUC':lHE~ RT .1&
TRU6~ &TRAF
b4" !-IOR/t.
6RACI~
11 4'.e> OC
alMPeoN A34 EA.
aiDE 2W' LOAD
EACI-l
c
ad COM. 114/1
oc eTAc:':laE~D
2")(4" 6RACINt:.:s
1I 4'.rZ) OC
SIMPSON SP-2 (FL
APP#474.313) EACH
STUD WI '-IOd COM.
TO 60TH STUD. TOP
PLATE (TO BE USED
IF !-IC 20 ARE NOT
USED)
"
PRE-FA6
ROOF T F<UOO
CCNC. 6LK WALL
(;
;~
<(t)
~!
~
~;
~ .... u.
..JLLI{O
<(I-~
-
UJ~g~
~ ~ i~
II !i
.
"
...,
o
en
z
01-
u..O
elHP$ON A34 EA.
~~df' LOAD
2/1x4" ro.
eLK'G. ~
END OF CLG.
DIAPHRAGM
1/2'1~IO' WI t 1/4' 6END
ANCJ.10R 601.. T @ 4&' (HiN.) OC
USE 2' DIA. x 11&' WASl-4ER
EM6ED A MIN. OF ~. INTO
CONCRETE
FILLED WI CONe, TO FOOTiN::i
CELL TO 6E
1/2" ".1" 6Ot. TAT 24" O.C.
1/2"~IO' WI I 1/4" BEND
ANCl-40R 001.. T @ 4&" (MIN.) oc
USE 2' DIA. x lIa' WASJ.1ER
EMBED A MIN. OF ~" INTO
CONCRETE
USE SIr1PSON I1ETA20
@ EA. GABL.E VERT.
V'-JE6
r--2 -Iba COMMON
-=! 61 Ib' OC
-=D
l~d COM. ~e'. OC
TI1ROUG!-I 60T. CI10RD
OF GABL.E INTO 2')(e"
u..o. eruoe . I." OC
2.x4' PT OOTT. Pl..ATe
~IMP50N ~PI (FL APP, l*
474.312) WI (,-IOd COM. TO
STUD' 4-IOd COM. TO
6OT,., PLATE
.
2"x4' 61 4'-e> OC
ATTAC!-IED TO BOTT.
C~RD OF TF<\.Je$
SIMPSON SPI (FL APPli474.312)
WI ~-IOd COM. TO STUD' 4-IOd
COM, BOTT, PLATE!
112' G'Y'P, 6D. FA&TENED
TO Cl-lORD u..v ~a COOLER
NAIL& 61 " OC OR GW.e4
11/2' NAIL 61 ," OC
/
FRE-CA&r I.INTEI.
~{2
<>>S
EXTERIOR lAJALL TO MASONRY lAJALL
N.T.S.
lAJALL
EXTERIOR
-~
N.T,S.
GABLE END GYPSUM BOARD DIAP~~RAGM
-
N.T.S.
(f)
..J
-
<(
I--
~
~
en
w
J-
o
Z
~
<(
~
.-(
I-
(f)
. . .
. . .
[
NOTE. HAROOOARD LAP 51DIN::i
OvER 5l-tEErm NAII..INCs eHALL
6E I~d c.rAl..Y.I.UIT~ MIN, e~ANK Dlo4.
or €' e<:l~ INC~ AND A MIN. I-tEAD
DIA OF ".24" INC~ 6T~
. 16" OC . TOP. OOTT,
2-2"x4" TOP PLATE
2"1(4' eTUDe' lEo' OC
~ COMMON
NAILa . 12' OC
INTE~EDIATE
FLOOR JOleT
~ COMI1ON
NAILa . 4' OC
ARO..ND ED"'E ---:---
It)d~
NAII.S . 12" OC
rNTEi":l1EDIA TE
I~ COM'1CN -----
NAIL.& . ." OC
AROUNO Eool!
GABLE END
1/2" PL YlAJD. FASTENING DETAIL
.
~
lUOOO 6l.OCKIm
. 4&" oc
v
. . . . . . .
"" he'd
NAIL
-
'" .......
I .\
( I
\ 'J
~
FLOOR DIAPI-lRAGM
3/411 PL YlAJD. FASTENING DETAIL
~OD eLocKI~
. 43" OC
FLOO~ .I015T
SEAL
I€'d COI'1l'1CN
NAIL5' 12' OC
INTE~EDIATE
PRE.FAa ROOF
TR.l~Ea . 24' OC
~~
NAIL& . 12' OC
rNTERMEDIATS
~
~
..s--
-
-o....s:
COMMONo
5 . 4' OC
ARO-ND Eo",e
~
ad COl'11ON
NAIL5 . 6>" OC
AAOJND Eooe ~
~
ROOF SI-lEAR
1/211 PL YHD. FASTENING DETAIL
PLYWOOD SI-lEATI-lING - NAILING SCI-lEDULE
3/411 PL YHD, FASTENING DETAIL
S~EET No.
AD-3
NAIL ING 5CHEDULE
CONNECTION FAeTENER NUM6ER OR ePACINc;
6AND JOiNTe TO elLl OR TOP PLATE, TOE NAIL ed iC;>" OC,
JOleT TO 6AND JOleT, FACE NAIL I~d commo!"l 3
JOleT JOleT TO elLL OR C;1N6ER, TOE NAIL ed commo!"l 3
6RIDGIN6 TO JOI&T, TOE NAIL EACH END ed common 2
LEDGER 6TRIP liC;>d common 3 AT EACH JOleT
IX~ OR L!!ee elJe FLOOR TO E!ACH JOleT, flAC! NAIL ed common 2
OVER IX~ eue FLOOR TO EACH JOler, FAC!! NAIL ad commo!"l 3
2" We FLOOR TO JOle..T OR GIRDER-BLIND. FAce NAIL I~d commOl'1 2
~Le PLATE TO JOler OR 6LOCKINC" FAce NAIL I~d common 1~" OC.
TOP OR eOLE PLATE TO eTUD, END NAIL 1!C>0 common 2
eTUD TO eOLE PLATE, TOE NAIL 8d common 4
DOU6LE eTUDS, FACE NAIL I"'d common 24/1 OC.
DOU6LE TOP PLATE5, FACE NAIL l~d common 1~" OC.
TOP PLATE5, LAP AND INTEFWECTIONe, FACE NAIL ------- 2.I(,d OR .3 .Ie'd COMMON
CONTINUOU5 HEADER, TLUO PIECE5 I&d common 1&" OC, ALO~ EA EDGE
CEILI~ JOleT5 TO PLATE, TOE NAIL 8d common ,
CONTINUOUe HEADER TO 5TUD, TOE NAIL ed commo!"l .3
CEILIN6 JOleT5, LAP5 OVER PARTlTIONe, FACE NAIL ............ - ,-I&d OR 4-I~d COMMON
CEILIN6 JOISTS TO PARALLEL RAFTER5' FACE NAIL .. .. .. .. .. ... - 3-I~d OR 4-1~d COMMON
RAFTER TO PLATe, TOe NAIL 8d commo!"l 3
I" BRACE TO EACI-l 5TUD PLATE, FACE NAIL ed common 2
Ixa OR LESe 5HEATHI~ TO EACf-l eEARiNG, FACE NAIL ed common 2
OVER Ixa 6HEATl-ill'JU TO EACH BeARINet, FACE NAIL 8d commol'! 3
BUlL T-UP COF"NER5 eTUDe I~d common 24" OC.
BUlL T .UP GIRDER5 AND BEAMS Of THREE MEMBERS 2~d commol'1 32" OC, AT TOP. 6OTTOM AND
~T AGGERED 2 END~ AT EA.
&PLICE
2 PLANKe I~d commo!"l 2 EACH BEARING
5TUD5 TO OOLE PLATE, END NAIL I~d common 2 EACj../ END
llJOOD eTRUCTURAL PANEL 5UBFLOORiNU ~d common, ANNULAR ~" OC, EDUES AND
IS/3211, 11211, l/l&" OR 5PlRAL tl-lD 12" OC. INTERMEDIATE
llJOOD 5TRUCTURAL PANEL 5UBFLOORING ed commol'1 OR &D ANNULAR &" OC, EDUEe AND
ICY3211 - 3/411 OR SPIRAL THO 12" OC. INTERMEDIATE
UJOOD eTRUCTURAL PANEL 5UBFLOORING l~d c::ommol'1 OR ~D ANNULAR ~"OC. EDGEe AND
I" 1_1/811 OR SPIRAL TI-lO iC;>" OC, INTERMEDIATE
llJOOD 5TRUCTURAL PANEL OUeFLOORING 1&9a GALv, WIRE 5TAPLE5, 4" OC. EDGEe AND
\&/3211, 1/2", l/l&" %" MIN. CRou.N, 1-%"LONG l" OC. INTEFt1EDIATE
llJOOD eTRUCTURAL PANEL 5UBFLOORiNG l~g~ GALV.WIRE MAPLE~, 2-~ OC, EDGES AND
/CY32" - s/a" %" MIN. CRou.N, 1-%"LONG 4'1 OC. INTEFt1EDIATE
llXIOD STRUCTURAL PANEL ROOf . WALl. SHEATHINCI 1&0 common (WAL U ~" OC, EO<":Ee AND
AND PARTICLEBOARD 5HEATHING~" OR LE50 8d common (ROOF) 12" OC. INTERMEDIATE
UJOOD STRUCTURAL PANEL ROOf: . WALL SHEATf-lINCI 8d c::ommol'! &" OC. EDUEe AND
AND PARTICLE60ARD SHEATHING 1%2" OR GREATt::R 12" OC. INTERMEDIATE
Llk?OD STRUCTURAL PANEL ROOF. WALL eHEATf-liNG 16~a GALV.WlRE eTAPLE5, %" 4" OC, EDGEe AND
AND PAATICLE60ARD 5HEATf-liNU ~"-~" MI ,CRou.N ,LENGm OF I" PLue a" OC. INTEFt1EDIATE
THIr:KN~Mni: PAN;: I
llXIOD STRUCTURAL PANEL ROOF. WALL 5HEATHING !6~a GALV, WIRE STAPl.ES, Ja" 2" OC. EDUEe AND
AND PARTICLEOOARD eHEATHING 1"2". ~" MI ,CROJ.N ,LENGm Of I" PLUS pit OC. INTEFt1EDIATe:
THICKNESeoF PANEL
FleeR60ARD 5t~eATHINU 6d COMMON OR Ilea GAL v, ~" OC. EDUE5 AND
,IS" REGULAR ROOFIN6 NAIL !.)S" LG W/X."HEAD 12" OC. AT OTHER BEARING
FIBERBOARD 5HEAmlNG 6d COMMON OR 119a GAL v. 3" OC, EDGES AND
,IS" eTF(UCTURAL RooFINU NAIL I.)S" LG W/Xe."HEAD &" OC. AT OH-lER 6EARING
FI6ER60ARD eHEATf.lI~ ~ COMMON OR Ilea GAL v, 3" OC, EDGES AND
'~2" eTRUCTURAl. ROOFINa NAIl. I.~"LG w/J1'.,"HeAD iC;>" OC. AT OTHER 6EARINC;
G'rPSUM eHl:ATHI~}2" 11 GA 1-)211 GAL v, 4" OC. EDGE5 AND
XE," HEAD e" OC. AT OTl--lER BEARING
G'rP5UM eHEATI-lING %" 11 6A 1-~" 6ALv, 4" OC. EDGES AND
XE," HEAD 8" ce. AT OTHER BEARING
(,'rpeUM WALLBOARD ~" 1-~1I DRYWALL NAIL V OC. CEILING
A5TM C &14 a" OC. ON WALLe
G'rP5UM WALLBOARD %" 1.)2" DRYWALL NAIL l" OC, CEILING
A5TM C &14 a" OC. ON UJAl.Le
HARDBOARD LAP SIDiNG- DIR6CT TO 16>/1 ce. eel CORROSION RESISTANT WITH 16" OC. AT TOP AND
eTUD5 MIN. SHANK DIA OF ,0~~" AND BOTTOM EDUE5
A MIN. HEAD DIA. OF .240", WI
)2" MIN. PENETRATION INTO eTUD
I-lARDOOARD LAP SIDING-OveR SHEATHING l"'d CORROSION REelST ANT WITH 1~" OC, AT TOP AND
MIN. Sl--lANK DIA OF .0~~" AND BOTTOM EDUEe
A MIN. HEAD DIA. OF .240"
HARDBOARD PANEL 6IDING-DIRECT TO 24" OC, 6d CORRO&ION REel&T ANT WITI-l &" OC. AT EDuEe AND 12"
STUDe MIN. el-lANK DIA OF .0~~1J AND OC. AT INTEfOr1eDIATED
A MIN. HeAD DIA. Of ,221)" oUPPORTe
HARDBOARD PANEL SIDING-OVER el--lEATHING eel CORRO&ION RESleT ANT WITH iC;>" OC. AT EDGES AND 12"
MIN. 51-lANK DIA. OF .0~21J AND OC. AT INTERMEDIATED
A MIN. HEAD DIA. OF ,n&" oUPPORTe
Del.. ~i. 2XI2'B NAIL!D
WlGALV. NAILS @l1(,"
O,C. STAGGERED. ~
(2) IJ" BOLTS IN BUCI<ET
STRAP v-II v-IA6I-4ER INTO
CONe. Fll.l.ED C!1.L., (T"l"P)
DOUBI.E ~EADER
UPLIFT CONNECTICN AT LOAD
BEARING WALL
INT, HEADER 5CHEDULE
OPENING HEADER
UP TO 3'-4" '2 -2"X&"
,3'-&" TO &'-4" 2 -2"Xa"
&'-&" TO B'-iC;>" '2 -2"XI~"
8'-1" TO 12'-~" 2 -2"XI2"
L SIMPSON BUC<Ef N/ 'c'
STRAP. CONC. CONNECT, FLUSH
TO TOP OF BLOCK AS
SI-40WN.
SUPPORT BEAM/~EADER DET AI L
CARPENTRY:
FRAMING
1. DIMENSIONED LUMBE~ $I-iALL BE DRE$SED $4S, ANO el-lALL BEA~ THE GRAOE eTAMP Of THE
MANUFACTURE~'5 AeeocIATION.
2. ALL LUM6ER el-lALL 6e eo.JND, 5EAoONED, AND FREE FROM WARP.
3. LUMBER C,RADE5 O~ B!:TTE~, WITl-l 51N6LE MEMBE~ (uNFACTO~ED) 5TRE5eE5 A5 FOLLOUJOI
Fv . ~~ pe I
Fe . 1.45>0 PSI
E . Ip~0~~ pel
\~% MAXIMUM MOl5TURE CONTENT
6. ALL FRAMING LUMBER eHALI.. BE W2 ep~CE.P1NE.FIR OR 6ETTER UNO.
C, INTeRIOR LOAD eEARI~ (IF APPI./CA6L!:V WAl.l..e 5PAC!:!0 AT 1~" OC AND l.eee THAN &'.~ IN
l--lEIGj../T el-lALL BE eTUD GRADE, epRUCE.PINe.FIR OR BETTER.
D. INTeRIOR NON.LOAD BEARING WALLe 61-lALL ee UTILITY ~RADE
4. ALL LUMBER IN CONTACT WITH MAWNRY OR CONCRETE el-iALL BE PRE65URE TREATED,
:;, PREeOURE TREATED LUMBER el-lALL 6E IMPREC:lNATEO WITI-l A CCA eAL T TREATMENT IN
ACCORDANCE WITH F.e, 11. LlJ-!;11 AND BEAR THE AMERICAN UJOOD PREoERVE6 INeTITUTE EGUALITY
MARK Lp.2.
~. PL YLUOOO FOR ROOP AND WALLe 61-lALL BE 1/1~" (MIN) APA RATED 6I-lEATI-HNC, EXTERIOR GLUE.
ALL ROOF 6l-iEATI-lING TOiNeTALLED WITH PLY CLIFe (MAXIMUM 24" O/C). (eEE FLANe FOR eHEAT~INU
THICKNE56)
1. ROOF eHEETINU el-iALL 6e NAILED WITH ed COMMONe f) 4" OC AT EooE AND 6" OC INTERMEDIATE.
e, WALL SHEETING SHALL BE NAILED WITI-l ed COMMON6 G 4/1 OC AT EDGE AND 6" OC INTE~EDrATe
HARDBOARD LAP elDING oveR eHEETING NAILED SI-iALL Be l~d GALV. WITI-l MIN. HEAD OveR
el-lEETINU NAILED 51-lALL 6E l~d GALV. Wli~ MIN. HEAD
~. INeTALL 6l0CKING IN ALL WAll STUDe OVER 6'.~ 'i MID.HEIGHt, AND 6HEATl-iiNG JOINT. 6RACE
GAelE ENO WALLe AT 4'.~ OC WI-IERE WALL FRAMI~ Ie NOT CONTINuoue FO~ FOUNDATION TO ROOF,
OR Ae 6l-l0UJN ON DRAWINGe,
10. ALL NAILING AND 60L TING eHALL COMPLY WITH AMERICAN INeTITUTE OF TIMBER CCNeTRUCTION
REQUIREMENT5, ALL NAILS EXPoeED TO THE EXTERIOR eHALL 6E GALVANIZED,
II. ALL COl\INECTION HARDWARE eHALL 6E GALVANIZED AND 5UPPLlED BY eIMF50N 6TRON6 TIE CO.,
OR EGUlvALENT, 5UeMIT CUT eHEET5 FOR ALL CONNECTION HARDWARE TO ENGINEER FOR AFFROVAL.
ALL NAIL HOLEe SI-iALL BE FILLED OR A8 PREecRIBED BY TI-lE MANUFACTURER
HOOD HALL FRAMING
--
(REF. 2004 FBC RESIDENTIAL SEC, R "02)
Rb~2.1 IDENTIFICATION.
LOAD-6EARINC:I DIMEN610N LUMBER FOR eTUDe, PLATE5 AND HEADERe 5HALL
BE IDENTIFIED BY A GRADE MARK OF A LUMBER GRADING OR INePECTION
AC:IENCY THAT HAe BEEN APPROVED BY AN ACCREDITATION 60DY THAT
COMPLIEe WITH pe '2~, IN LIEU OF A uRADE MA~ A CERTIFICATION OF
INSPECTION le5UED BY A LUM6ER GRADING OR INSPECTION AGENCY MEETING
THE REQUIREMENT5 OF THE SECTION 8HALL eE ACCEPTED,
iW02JI END-JOINTED LUM6ER.
APPROVED END.JOINTED LUMBER IDENTIFIED 6Y A c;RAD!:: MA~ CONFORMING
TO SECTION iW02.1 MAY BE USED INTE RCHANUE ABL Y WITH 5OLlD-5AUN
MEM6ER5 OF Tl--lE eAME 6PECIEo AND GRADE.
Rb"'2.L2 eTRUCTURAL GLUED LAMINATED TIM6ERe
GLUED LAMiNATED TIMBERe el-lALL BE MANl.fACTURED AND IDENTIFIED Ae
REQUIRED IN AITC Al~0,1 AND AeTM D ~'~1.
iW022 GRADE
eTUDe eHALl BE A MINIMUM NO,3, eTANDARD OR eTUD GRADE LIM6ER
EXCEPTION: BEARING eTUDe NOT 5UPPORTIN6 FLOORe AND NON6EARlNU eTUDe
MAY BE UTILITY GRADE LUMBER, PROViDED TI-lE eTUDe ARE 6PACED IN
ACCORDANCE WITH TABLE RQ~2,,}(!;)
(2) 2"X121 HEADER
W 112' PLYWOOD
NAII.ED BETWEEN-Tr../O
ROWS l~D NAII.S
STAGGERED 2 I~'. O,C.
EAC~ FACE OR T~REE
ROWS I~D NAII.S
STAGGERED 2 l{,i O.C.
FOR 2"Xl0' GREATER
HEADER
!~ NAILS ~ I~" O.C.
STAGGERED (TYP)
5IMF6ON M5TA3~ (FL APP, ·
1~0IS0) lJ.)/(1I) 10d IN 6EAM
AND (II) 10d IN COLUMN
2UX JACK STUD
~ ~YP/DFL TOP
PLATE~
WOOD 6EAM PE R
FLOOR PLAN OR
LUOOD !--lEAPER PER
~EAOER eC~EDULE
'2 eYF/DFL BUILT-UP
COLUMN PER FLOOR
PAN OR I-lEADER
SCHEDULE
'2 eYP/DF.L 6Ase
PLATE
BEAM DOU6LE JOleT,
OR RIM JOl8T
2 .I~ Ga'1.
4.IEld COM.
DOUeLE: STUD
(
16d COM.~
. IEl. oc
2"1.4'
~
~~d COM. .'2' OC
3 . iX:l COM. -
2. iX:l COM.-
4.16d COM.
INT. ~EADER
(NON-BEARING)
END STUD INT.
DOUBLE END STUD
If
-
, .I~d COMMON
EA. &IDe OF .JOINT
&TUO& . I "OC
2.~ COM,
CONDUIT I 112'
OR ClREA TER
4 STUD CORNER
o -16d COM.
~
..<'.....- ~d COM. . Ii'
;- OC EA &TUD
~
2-2"1(1)' lU/lI2'
F'L YUD, ~ACER
U~ &IMF5ON
HEAOER HANC".1ER&
1-lJ.14 (FL. AFF.'
414JIS)
NOTE, &p-2'.(FL APf'.' 414313)
ARE NOT REQ..JIRED IF &P-4',
(FL AFf! 414J14) ARE OOED
FOR EACI-l &TUD
lid COM. . ~' OC
PL'l'llO. ePACER
TRUSS CONNECTION AT FRAME HALL
EXT.lBEARING
FOR EXTERIOR t BEARING ~ALLS
-
-
STUD SHOE
HALL !-lEADER
TWO &IMPevN LeTAla (FL APP.
· 1~01.32) rl.ll'.JLEee NOTED
OTI-iERUJleE)
TYPICAL HOOD FRAMING
~
2.!c;d CO!'11ON
TOP
LATE FASTENERS
-
~----
DETAILS
-
-~-
SIMPSON STRAPS
DOUBI.E 2'X4'
CONT. TOP PLATE
NAILED 4' O.C.
&TUD5
eIMpe.QN FLORIDA
eT~ APP. ·
eP2 414..312
ep4 414,.314
eF~ 414,,3\&
spa 414,,316
2><4
2X~
FII.LING AND BI.OCKING A5
REQUIRED, FASTENED TO
~EAr?ER W/~-I~d NAILS
~ 18' O.C. LJNI.ESS NOTED
OTHERNISE
2><a
2"X BUIL.T-UP-
COLUMN
TI-lRU BOt.. TS AS REQUIRED
BY T~E MANUFACTURE
elMFeoN HDM (FL APf. '
e.03JIMOLDOU.N OR EQUAl.
(T'l'P) uJ.'RED HEAD
ANCHOR OR EaJAL ~'
EM~DMENT
'J ' BOt. T OR ~ I L T I OR
I-lII.TI K~ICK I30LT 11
v.v&1I MIN. EMBEDMENT
AS REQUIRED BY TI-4E
MANUFACTURE
~ 2"XP. T. CONT.
'''~'. ~TTOM, PCATE
-~
SIMP$ON
ST~
TYP. BEARING ~ALL
-
HOOD COLUMN TO WOOD FLOOR ANC~OR
N.T,S,
INTERIOR BEARING HALL ~EADER DETAIL
N.T,S.
SIMPSON I.STA 18
GIR.DER./BEAM
:21)(41 5TUDS TYP.
~- SIMPSON ~-6(FL APP.
a 474,flX>)W116-ed EA,
1~ @ NAILS
Ii 1~' O.C.
) EACH FACE
SIMPSON MTT25B(FL APP.
j; S03.2S)W24-1~D NAILS
&IMPGa-l OOM (FL AFP,
· 5e13JI)
P.T. BOTTOM PLATE
Sial DIA. X 7" EXP, SOL T
DRILL TO MFG. SPECS.
"~
o~~
I
~ ANCl-lOR OOL T (5/5)
FRAME ~ALL GIRDER/BEAM DETAIL
N,T.e. (WoE TRIPLE 2X12 FOR ePAN$ LONGER TI-lAN 12' ON CENTt::R)
EXTERIOR ~ALL HEADER DETAIL
N.T,o,
GABLE END BRACING DETAIL (WOOD FRAMING)
WIND ePEED \10 MA-l, MEAN WALL HEIC;I-lT UF TO 20'.~"
N.T,S.
2.112' ANCHOR 60L T~
2 6PF, CONeT,
6RADE TOP FLATE
ePLlce MIN. 4~.
APART
FLOOR SYSTEM
2xa P,T. SILL PLATE
(2 STORY ONLY)
@ NAIL AT BAee ~" o,c. W/~ COM'1.
@ NAIL AT TOP FLATE ~. O,C, UJ/ed COMM.
@ NAIL 0F'EN1N6 PE~iMETE~ . ~l O.C. L/JIOO NAILS
@ NAfL Ar ~" O.C, W/~ NAfL&
@ ~TAOOER ALL VERT, JOINT6 . NAIL. 4" OC. W/~
<V NO PL YUJOOD &FLICE 0 HEADER.NAIL FL YU!OOD TO
HEADER W/!X;t . 4" O,C, OPENlf'..I:j& OVER 6'-el" ooE
61MfOON LaTA 3" (FL APP" l~elI35>) wm.10d . EA. END Of
HEADER TO JACK . ~TUD
eEc eTRUCTURAL. NOTES AND NAILING
5CHEDUI.E FOR Sl-lEATING DETAIl.
PI.I BRACE W/10d ~ 41 C.O,
(SEE SCHEDULE FOR SIZE
AND LOCATION)
21X4" FRAMING~ 24" O,C,
SIMPSON l-lS (TYP,)
2lX4' PANEL. BLOKING @ PL. YWOOD
EDGES FOR THE FIRST (4) ROv-.JS
OF RAFTERS
2"X4" PANEL 6LOKIN6
. 48" O,C, FOR THe
FIRST (4) ~ OF
CEIL/NY JOfer FRa1
EA END (TYPJ
ATTACl-lED uv (2) I~.d
TOE NAilS ~
A
2
I
B
a
BONO BEAM
DOUBI.E TOP PLATE
61M~ M6t-lA ~.s~
(FL. AFP, '538,16)
SIMPSON SP4 @ EA. STUD
CONT. BEARING
Y-JOOD STUD ~ 16' O.C. MAX.
,~ VERT. IN c;a..jC,
FILLED CELL
DIRECTL. 'l' BELOW
BEAAm
2"X4i Bl.OCl<lNG
@ 48" O.C.
2"X4" BLOCKING
i 4&1 O.C.
"L.' BRACE ATTACI-4ED
WllOd NAI LS @ 4'
O,C, TYPICAL
11.'. BRACE ATTACHED
W/10d NAILS @ 4'.
O.C, TYPICAL.
TYPICAL BEAM TO C.M.U.
VotALL CONNECTION
GABLE TRUSS WEB
GABLE TRUSS WEB
SECTION
CD
SECTION
([)
2" 6RACE TO eXTENED AT
LEAST S0% OF WEe LENUT~
(eEl: TA6LI:)
GABLE
1/2" PL Yv-.JOOD OR 1/161
2"X4" CONT. v-.J/12d @ 12"
O.C.
SIMPSON HS @45' O,C.
SIMPSON SP4 CONN.
AT EACH STUD
GYMSUM WALL BOARD
DOUBLE TOP PLATE
STUD v-.JALL (SEE np,
SECTION)
CD ~
SECTION
~~
:t:O
...u
-C)
~z
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u<~
;2~-
~g~
11.....,
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o i~
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~
o
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SEAL
~
-
~
"L" BRACING REQUEREMENT5
STUD NO (I) 2"X4' (2) 2"X4" (2) 2"Xb"
&PACIN6 "L" BRACE "L" BRACE "L" BRACE "L" 6RACE
110" IZ)''''"- 4'-:;" 4' _:;". 8' _ "''' 8'."'''- 12'-~" 12'-0"- 1~'-~"
24" IZ)'~"- 4'-~' 4'-~"- l'-0" l'-"'''- 10'-12>" 1~'-0"- 14'-~'
NOTE,
ilL" BRACE MUST EXTEND AT LEAST '30% OF WEB LEl'K':lTH
SI-iEET No.
AD-4
PRODUCT APPROVAL
PRODUCT CA TEGORY SUBCATEGORY MANUFAC TURER APPROV AL NO. NOTES
WINDOWS SINGLE HUNG JACOBSON WINDOW CO, INC FL392
HORIZONT AL SLIDER JACOBSON WINDOW CO, INC FL394
FIXED JACOBSON WINDOW CO, INC FL395
SINGLE HUNG NU AIR WINDOWS FL211
SINGLE HUNG BETTER BIL T FL663
HORIZONT AL SLIDER NU AIR WINDOWS FL209
EXTERIOR DOORS SLIDING JACOBSON WINDOW CO, INC FL397 SLIDING GLASS DOORS
SWINGING THERMA-TRU CORP. FL 1170 ENTRY DOORS, FRENCH DOORS
GARAGE DOOR CLOPA Y BUILDING PROD. CO. FL3026
SLIDING NU AIR DOORS FL211
SLIDING PGT INDUSTRIES FL328
ROLL-UP WAYNE DAL TON CORP. FL 102
EXTERIOR DOORS
ROOFING ASPHAL T SHINGLES GAF MA TERIALS CORP. FL183
UNDERLA YMENTS GAF MA TERIALS CORP. FL196
MET AL ROOFING SOUTHEASTERN METAL MFG CO FL 274
ROOFING TILES FL738
AL TUSA TILE
FL739
FL560
MONIERLlFETILE
FL601
FLINTLASTIC GTA-FR CERT AIN TEED CO.-ROF FL479 MODIFIED BITUMEN ROLL PRODUCTS
OTHER GAF MA TERIALS CORP. FL197 RIDGE VENTS
OWENS CORNING FL234 RIDGE VENTS
ENGINEERED LUMBER BOISE ENGINEERED WOOD PROD. FL 1644 VERSA-LAM SP L VL
STRUCTURAL GEORGIA-PACIFIC CORP. FL2023 G-P LAM L VL
COMPONENETS
INTERNA TIONAL PAPER FL 1849 WELDWOOD L VL
LP EWP FL 1511 GANG-LAM LVL
TRUSS PLA TES ALPINE ENGINEERED PROD INC FL 1999
MITEK INDUS TRIES INC FL2197
TRUSWAL SYSTEMS CORP. FL1612
WOOD CONNECTORS GO-BOL T INC FL 1552 CONTINUOUS THREADED ROD TIE-DOWNS
ANCHORS
SIMPSON S TRONG- TIE CO. FL402 ET/SET EPOXY, SLEEVE-ALL/WEDGE-ALL ANCHORS
FL474 COLUMN BASES/CAPS, JOIST HANGERS, FRAMING ANCHORS, STUD PLATE TIES, HURRICANE TIES
FL503 TENSION TIES, HOLDOWNS
FL538 MASONRY HANGERS
FL 1901 STRAP TIES, TRUSS ANCHORS
US ANCHOR CORP. FL2174 ANCHORING & DOWELING EPOXY
OTHER FECP CORP. - CAST CRETE DIV. F L 158 PRECAST & PRESTRESSED CONC LINTELS
COMMERCIAL CONe. PROD. INC FL1774 PRECAST & PRESTRESSED CONe. LINTELS
LOTI'S CONCRETE PRODUCTS FL1441 PRECAST & PRESTRESSED CONC LINTELS
WEKIWA CONCRETE PRODUCTS FL1418 PRECAST & PRESTRESSED CONC LINTELS
SIDING ALSIDE FL495
PANEL WALLS CERT AIN TEED CORPORA TION FL 1573 SIDING PRODUCTS
CURTAIN WALL ALUMIGL ASS, INC FL362
CRAWFORD TRACEY CORPORATIO~ FL 1140
EFCO CORPORA TION FL1561
GLASS AMERICA FL361
KAWNEER COMPANY, INC FL 1140
NOTES:
1 ALL PRODUCT APPRO V AL INFORMA TION WAS OBT AINED FROM FLORIDA BUILDING CODE WEBSIDE.
2 ALL PRODUCT APPROVALS LISTED ABOVE HAVE STATEWIDE APPROVAL
CONT AC TOR MUS T PROVIDE PRODUCT APPROV AL PRIOR TO INS TALA TION.
""
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5~EET No,
AD-P
User: Public User - Not Ass 0 ciate d with Organization.
Apptication#:
Date Submitted:
Product Manufacturer:
A ddresslPhone/emai1:
Catego%)':
Sub c ate goty:
Evaluation Method:
Need He
FL392
0913012003
1 Mobson Window Co., Inc,
1707 West North A Sueet
T amp~ FL 33606
Windows
Single Hung
Cettifieauon Mark or listing
Referenced Standatds from the Florida Building Code:
Certification Agency:
Quality As SUfanc e Entity:
"atidation Entity:
Authorized Signature:
EvaluationITest Reports Uploaded:
Installation Documents Uploaded:
Product Approval Method:
Application Status:
o ate V e1idate d:
Section Sta:Jt4ar4 Year
101rLs.2 1997
Am.enc8i1. Architectural
ManufactUfers Association
Stephen J ac ob s on
jacob S onwindoW@aol.com
Method 1 Option A
Approved
0913012003
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CAUt ~ Gr. i~~ I~D f W
~ INSTALLATION ANCllO.R.
118 SCREId OR
2 L/4 INCH TAP CON
I
: IT ;25(
II
U
t
P(R!t1,EtER CAUU./j" ~
BY OTHERS "
fiH fRAME
H1::ADER
EXTeRIOR
/ [J, u
-
III
.
ptf<nttttR CAUL~ '
BY OTHERS
.,~
....~ ~~.
I~
CAUl~ 8EHIND fIN
'.
\
.
Jacobson. Window CO.
T'ampa, Florida
TlTu,SERIES :tOOl] SINGLE HUNG
~lNDOW SH fIN INSTALLATION 'DETAIL
pve IlJWC00091 uT~.03/0],I02
..-------
illTAll..HIOI~ ANCHOR
· & S<ll:(ltI OR
~ l/~ INCH T~PC04
/j
~
'vJ ._~~
.urERIOR
CAULK 6EHIH) fIN
SECTION B- B
PUItlntR (Atilt::
81 OTHERS
o 0 0 0
-
o
If;
.~ If;
LQ
<4' o.c.
AAlC. (tYP')
. ,-
I",
Ie-
OJ C~~::J
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!~~~~~~:::~~~l~~~~l~~~~~!~ =N~ ~
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.....,., . fl\J ~"~... .~~ -;;!.fI-' . nt'-..lO; .'N.... ;;a
~u~~~~ .mm ~u~~~v'Y~~~~Y~~~ ~
.0:)<0 illiG) CIGIllII (DeD X
)to
U~..H"Ut. uu....UUf,. NNNl'\Il\ 'NNNNI\l "'N"'tON ;,l ~ ~ ~
r ~~~N
t ,.. ..>-~D
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. .' ! Q Q-<
....... ... U ~
r'L
Produot 7lJchnology Corporation
September 6, 2002
1acobson Wbtdow Company
1707 W. North U A" Street
Tampa. Florida 33606
u.o.,uq ~W F9R COMPLtAN~~
M()(Jel d~'d.tlO":
Scrlcs 1000 Single Hung Aluminum Prime WIndow.
Evident. .ubhlltted:
TeM rtpOrt numbers NCTL-21o..274 1-1&2, signed Wtdsealed by Barry Portnoy, ~:~.
Appmed conflguratlou: .
One (1) over one (1) and cololUa1 configurations (with Dluntlns)
Mallllulm .~wabfe size:
S3'~ -Ulr' wide by 76 - 1/16" one Ovef one
S3 - 1/8" wide by 76~Jt coJoiUaJ
Ghn:llla:
Manuthcturer cert1f1es that the glass Installed In. window units, fur the design
pressure listed below, are in compUance with the req\1lrements of ASTM :81300, and
thus tM Florida Building Co<M.
~11t1 prestd rG titlhlc1t,:
s~ manufitctuter's engfneered Installation detalls, tOr design toad capacities of euh
slzo manufactured.
MIn1tl1Uttl design pressure~ One over one ~ :t 40,0 pst
ColonJal d :t 35.0 psf
Use and Ublltatl()n~: ,
Product is consIdered approved fur use where requked wind loads fur cotnpolWnts
and cladding, do not exceOO positive and negative design pressure ratiltgt shown ou
tM mat.n1filcturer's engilleered instaUatiott details, htcluding but not lhnlted to tho
Plorida B1;ll1dll1g Code WI.ud ?Dues of SSO mph or ~ and where the ptMSUte
tequltemetl18 for COmpouent9 and cladding, ace ~tetmlned by ASCE1-98 Mirthnutn
Ikslgn Loads for Buildings ar.d Other Sttuctures.
It Is the tespotuibUity ofothets to determine cOmp1i~'ofptoduct, with requIred
wiM loads, hl a ~Ulo structure.
Wdl&1.......... b lM ~l'W
1150 loU$tana A\'enUe . SUb 6. WIr"1tEI' Perl<. F1.. 32789
Phone: 407.622.6334. Fax: 407.622.6335
JACOBSON WINDOW COMPANY
OE.$IGN PRESSURe CAPACtTY O~ -MULLION
ALUMINUM TlIUe MULlION..JWCOOZf
COMPAAAnvE CHART IN DESIGN 1'Rt:SSURC - PSf
waw. WtH.)
WfJtN.tk>f. v
1&000
24.000
30..000
36.000
A2.000
-18.000
2.4.000
zn
255
2S5
2S'5
155
255
30..000
194
1$3
170
163
163
163
36.000
tr7
113
113
151
113
128
42.000
102
gs
83
~
91'
4aOOO
105
'/4
.sa
6S
85
54.000
91
63
51
53
73 .
611m
80
54
49
45
&C
QiOOO
72
&I
61
72
56
12.000
51
6i
#Sf
51
&5
18.000
51
88
6t)
.cG
58
lUBe
tJlUWOtf
~ W"-"-
S1.ooo
2.S5
163
113
83
83
6i
64
51
.60
43
41
5'5
.. 52
~
45
-42
AO
atARTIIS'ftJESOtaYnllllU.JJClM~WlEMUSEDW~ItUI<<i~QR~~
~'lMHOOIlltwonfl"Hl SEIGKC IH JNaES
t'ESIQa~ONlUIScw.Rr~"PSf'
MJUJOt4~ac~TOS1twC11JR1lU:SI<<Jt.UJ..JONN<<:JQt~~~ ~~
lOaeNWOfA.. ~nh!JWCI~.usanvoAT~a.oQ#UAIJOtfFOR$lES~OOOIll8""()(4
awtr. useTl~'l&a1eN)ONM..lJONR)R$reSeEl..OVIOOUElU!laEOOOiMT..
C'A;ePARal rM
~TECHNO'-OGY~Tf()H
:2SO~~~
sure 2SO
HEA~ ft.ORIOA:n7MJ
pttot-E 4f:JT6QIS.Q'3651 FAX-4W ~
~
rea ~ o:a
<J2~
ANALY~:S t 1 APCON
DeSIGN PReSSURE:
CAPAC.UY IN psr
COU3ttiAl. I'J \lINoo\l$
~ G P S M:G
50 . ..99 50 -209
50 ..19 ~ -209
50 .~g 50 ... 164
04S. ..45 !lO ~tJ2
ANCHOR lOCATION CHART
TAPCON ANCHOR
LOC.A TIONS
\JIOhYH(I~'
19 liS a 26
,I} tie x ~ J/a
'9 III Jt ~ ~/a
"9 .,1 x 61
9. x 16
, "1 a
2& 'I" X 18 '/&
26 In x ~ ~/a
2& '11 x 63
26 . ) x 75
JO 'I' . 26
30 -12 x ~ 1/'
30 ./"(' xSO !}a
JO In x 53
30 , 1 x 76
Jt
n x 34 )/0
37 It ~ ~/'
)1 lC ~7 'I.
37 JC 6)
l1 It 76
53 '/1 Jl 26
5) \fa ~ J8 )II
51 "a x 50 ~/a
S) 'IIJ x 51 'I.
S) 1,6 x 63
53 '/1 )C 16
HCAO
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(H8(~Hl or I "4. INtO ""$O~f OR CQhCRe1(.
2) UC (lCvAlI04 rM KEy 10 R&O'o. tAPC~ ...OCAtION~. tNSf^'-L '8 SCRCVS or
SlI'r1CICNl L(t<<ilH to PROVIOC 1/4' HlN. (HS(OH(Nt INTO vOOO SUClC At All 01u(~
rACtOAl' N>P1.1CO INSTAt.lAtION HOt.ts.
3) If ttACt VINDQV Slle IS NOt lISftO IN AM:t<lR CHARr. ust ANCHOR OUA~tI' r tlt7CO
vitti fot(tt lARGt:R 11Z(. rOR fHt APP~~JA1C OC$I&4 P~SS~( ReO'D.
4) ~1IU A$ ~(O.O, At CAeH fN~tl.lV.ftON I-NC1iOA wttH LOAO BORINO SUA. tM.JC. ^llOw.&Slt
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Tampa., Florida
llTlErSERIES 1000 SINGLE HUNG FLANGE
WINDOW INSTALLATION DETAILS IN MASONRY
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iNSTALLATION AN(HO~ 2 1/14 nc<" T"'(~" ElEVATION
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~EEi No.
AD-P~
User: Pub1ic User - Not AssodatedwithOrganization.
Need He" ?
Application #:
D &ta Subtttitte d:
Pfoduct~anufa~Ufer.
A tidr e s .!Phonel emall:
FLlI70
1112012003
'fhenM- TN C01'ponttoa
1681 WoodlMlds Drive
Maumu, OH 43531
C~tegoq:
Exteriot Door.
Subcategoty;
Swinging
Evaluation Method:
Cerliflcatlon MMk Of Ulting
Refuenced Standard. from the Flori~ BwdingCode:
SettloR
1606.1.4
1626.2
1101.4
SWuIard
ASTM El996
PA 201, 2Q3
PA202
ASTM E 330
Yeu
2002
1994
1994
1991
C ertitlcation A geney:
Natione1 AccnctiWion &emp~
Management Institute,
~ly Assurance Etl.tity:
Valid-won lntity:
Authomed Signature:
Steve J aspeuon
sjaspersot@tttecMologies,u,
Evwttlo nIT ut. Report.. Uplo&.ded:
InsWlwon Docum~nt.s Uploaded:
Product Approval Method:
Method 1 Option A
A pp1ic~Uon Shtu,:
Date Validated:
Approved
1l1Xl12003
. r., t 'l~"m"'l""""I"'fiJ}~'r'''m'-'''''''~~' Wi[,.Vtf!~~~"~ .". ) '"'' . "I"" " ...r'.
If'l~'!'l".~,.-.,!.\~.~J: '(i"~W{~~') ~'i"" .~:,! 1!1~~"I'~'\'~l'.ii'II'f{<:~l!'t'miii.l~jii 'I}iffl. .l~ ~"I(I.r~i'rfi 'm','m...~",. "HIII
", .0 .. 'II' "t.'.1~ / 1:. ;-1; '~. I ~Il : ..t!M' ~(j' t} ~)./~~..)~~~~ 1,,;:t:. ~.~I<.!JJ':ll~~~~.:<.
.1 ,\., .(iJo. J\. ~ .,: . 'd/ lo 1 . ,1, l{.J.t , JI .1.... .. .2fJ't.. ;.~..)... .....,J"
ntll; . ((\)'i'; .h::)'i:~tl::1,:,t~~,~1?11\'::5)hr:..). )'tJ,.?....~.::.:;$~..~;.:J,: .~~~.~~..~~. ~~(..\::/~~5~~~H{:.~.:::.:.::"{:~.: . n("~\':~ lfr::~..t~{(: (((:'({((((l:?t;:((I. :~.t~'~l~n'U..t;:=
1170.1
.0 (SU Door Label fOf
...."......."...... .............................. ..............,.............-................. ..............04.........'..UM....................._ ....~~.~~~2"..........<t...................................._
MWnUtQ Du/gtt PreuUt4
ating: Single Door. + ~.O "
.0 Double Door. +60,0-
,0 (See Door L~be1 fot
ariations)
.....~...........'- _....._.............,~..-......._....-.._........__. ....-...........-................-.-. M~i'iUlD e sig;:ipresWie-"
~Mg: Single Door - + 61.0.
7.0 Double DOOt- +60.0-
.0 (See Door Label fOf
etie.tions)
-....-.."...". ......,....-.-......-.....--...............-.-......-.. ...........-.-......"'..........-.....-.. M~;:un.DesTgn.pie.;;.U;.;.......
atfug: Single DOOf. + 67.0-
,0 Double Door- +60,0.
.0 (S ee Door Label fot
..........-"....- ......,..........,........................-..'"...--....- ..,-....---......'"-.-...-.....- ...~~~?.~......__.~_.._....._-_...
Meximutn Design PreUute
ating: Single DOOf" + 61,0 -
.0 Double DOOf - + 60.0.
.0 (Su 0001 Label for
~ations
170.2
Steel Door wlwo
delitu
'Con.ttNetionSetlu'
170.3
Fib&r-C1usic'
Fiberglas. Door
two ddelitu
1.1,. liIH.
019.
1170,4
Steel Doot wlwo
idelitu
'PnmiurtlSeriu'
GY--:
~
1110 .j
FibergluJ Door
two tidelites
Smooth-Shrl
00IllQ8
CD tIO~IOHtlt CIlOSS Sf(;1JOII
. SIOUIft: 10 /JVCK
MIAMI-DADIl COIJNTf, ft~tOA
M rrRo-O"l)S FU..(;LBR 9UlLDlNO
I40WUl' f1..AGLtRSTUIl', SlJll'! I'.'
MfAMl.Ft.o!lIDA )J I>> I stJ
(JOSms.1901 FAX (3~ m-2908
8l'ILJ)I."<<l COO! CO".tUAXCC OfrlU (ll<<O)
rROOllcr COOTROL OlVlSlo."(
NO'rlCE OP ACCEn'ANCE (NOA)
net.na- "rnl C6rp.
16t1 WOOdIaO,ds Orin
Ftf..J~ee, OH 43537
Scot!:
Thl. NOA is being issued tmdet tbt applieablt rule. L'ld regulations &ovemifll the use or COllS~tkln materials.
The documentatloo submitted hat beet! reviewed by Miami-Dade County Pr<xloot Control DMsiM and ~
by the Board of Rules atld Appeal. (BORA) 10 be uaed in Miami Dade CO\ll\ty and othet al'ctIS whce allowed by
ill, Authcnity Ha vln, Juri&:l.!cdOl2 (AHJ).
this NOA shall oot be valid after the expiratklll date staled below. The MlAml-Oade County Product Control
Division (lIt MiAmi Dade County) andfOl'!he AHJ('1l'l areas other than Miami Dade County) reserve the right to
have this product or matc:rialtcstcd for quality assinnce purpostI. If \hi. product or lDIlttial rails to perfomt ill
the accepted manner, \be manufactufer will illcur the expense of llllCh teStUl. and the AH1 may immediately
revoke, modifJ, or SU9petld the use of SlJ(;h p:oduot or material within ~ir jurisdiction, SORA ttserVe. tho right
to revoke Ibis a<<eplance, if it is delcrnlined by Miami-Dado County Prodlld Conlrol Division that thil product Ol'
material tins to meet lhe requirements of the applicable buildiP. code.
thi. produtt ilaWCoved as deaaibcd hetdn, and bas been desl~ to comply with the Hiall Velocity Hurricane
Zone of the Florida Suilding Code.
DISOUpnONI "COllstruttl.. SeM" 6'& 09~1t Sled Door ." " WI sldeUtt'S (IS)
APPROVAL DOCVMINTz Drtwlna ~. 8-2114, tilled ....ConstnlttiOll Sc:rf~." 6-3 Sin,le " Doubl.IIISlrin,
Steel Door", sheets 1 thcouth So prepam1 by R W Building Consultants. Inc" dated 6112102, bearina the Mlamf-
Dade Counly Product CootroI Approval stamp with !be Notkt of A<<eptance number and appro....1 dale by the
Miami-Dade County. Produet Control Divisioo.
MISSILE IMPAct RATING! Lug. a" S.m.eIJ MIni. LDpad
LABELING: Each unit shall beat a permanent label wiib t~ manufac;turCf'1 name or \oaO. city, state and
following s!a.leInent "Miami-Dade Cotnty Product Control AWfoved" ,Unless Olherwise noted btl'eirt.
RENEWAL of tbiI NOA shlU be COllsldored after . renowat application bas been filed aad tm bas boen no
ChAnallln t~ applicablt building codlllleaativcly aft"c<<in1J tht p<<fOf1t1allCI or this ~
TERMINATION olthi. NOA will 00C\It aftct the vtpiration date or If that hu kt1la rtvitlOll Ofthllllgo In !he
materials, use, and/or rrianu1'aolurt or the product or p<wess. Ml~ or this NOA al an cndoncment or any
pl'oduct, for sales, advertlsio& or any other pwjlOset shaU automatil:ally Icrm.inatt Ihis NOA. F.il~ to cosnply
with IlI'I tec:tKm 0'( Ihls NOA all.UN ealllf I'<< IormiIlIdoa and retn4val 0'1 NO^,
ADVlRTIS!M!NTI n. NOA aurnbct jnCodtd by the wocdI Miami-Dad. CQIlnly, Florida. and ftJllowcd b)'
the el<9instion dill may be dlapl.yed In II'.lvertlsin.litetat\l(.. It 111)' poctjall or the NOA I, displayed, thullt shall
be dOlllln ilt tlIlirtly.
IN$UCTION'/ A copy o(/hl. entlr. NOA .hall bt ptOvlded 10 lb. ",et b1lht 111IIl1\1~elurot Of II. dlllrlbllklrl
and ,hell be Ivallable for In'peiltlon at the Job .It. at the request of the Bulknn. oenci.l.
The submltted documentation was rtvle~ by lbal R6drl&QCI
~ 1OIPt/Ie:D
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t,plrllloa Datel 11il11J, 3001
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WI' \oltIOVr WEuTaINSLlATCO srm ooc:lA wmf ~ ~
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GfNERAI. mJU
f, ntS ffiOO\ICT IS O(S~ TO MW THr S<XfI11 f'LQA/QA
UOiN/) C60t ,~. tOlflON rOA MW./I-0A0t eOONrf,
2. lI'OOO l3VCI<S BY OTrf(R$. IoNST st ANCHOREO PFlCPERL Y
J. ~~~S~",tfeS~ ANO s(>ACrD AS d
SHOWN ON OErAllS. ANCHOR EJ,I8(CM(N1' ro BAS! lo44ltRlAl a
~ BE f1(YONO l<<L OR!SSINa OR S11JCCO.
of. D(SfI'.;N(O PRfSSIJRf AATING su: TABlE PAGE I. ~
5. 'l'HIS PllOOOCT WAS TES1'El) fOR 2.86 LBS. WA TD{ PRESSt.J1?E 1
AS PER AmI-(JJ1, "
5, nn PROlX!C1' 00fS NOr IJfff tHE WArm RE'OVIROIOO'S ~
fO(t ,WlAMI-o,t,O( COUNrr. _
7. t./WJI...IJ.ACt AJ>PROVEI} 110I1>)(;1' prSiST'.4HT SHtIrrrRS
ABE BCOOlRrn fOR ~rl ~ ON!. Y. ~
& SIOMES ME AN 0P110N IoNO CAN Sf ORO~EO IH A I
SJN{U Oft DOUetE CONflGtJAAl1OH.
~~o~~ ~t;oogr
= ~ ~~;;~: CO"druc~:
~~ ~~l- 25 GA(O.OllJ miflirIl\jrn Ih~Uf.
. 5~ cornme~oL Ql1<i/!y - AKOO
g:: 5., 1'&ld str8ll9tll f)'(1T\1I.}..27.8JO pal
, . d~1gn; PoI)'wtthon. fO'aI\1 ~,
"ItH~ ~.. densif1 by B'SF.
~Pgp~ti~ Flus" or IfIlbosUd Iypt. Th. vettk<II
5 ~ro ~ formtJd 10 provi<:f' 0 ~hQl1icuf
hterloclr -.i!h '"- . ted I>ifII fl!lcs.. ~~ /Q'la. art butt joibd
on4 llfUSln rltlW CO/1focl ,..,..,.. 1IOo4'.tlIM at l/lt Corntfl.
Rj~ etE~ 20f GA(O.OJ I minimum lhid<Mn.
tlC -" ~iol. Mlily - N<<>O
p&I 820 yield 'ltflcltl r)'\mll\}"27,8JO~ psf
. 8lit. C "strue!' l;;tq n . Thf . I
~.. Jrt: C~1Il or. ~t4 om'It~ Fo prov~lT'toho"'co/
it1torlQC/c with fifKlel'. joinltdpi(l. rtin. Wood end roil, 01:'
Clvlt jorn!1d to III' riWd ttil" a 1M corn!r!. Th. ridfJif.
~,.,.rl or. ~wic" glozed ~ting 0 t\l'O pl<<. UI. from.
lfM mitered a ,*CIdN cornor..
!QI~ ~tion.: TM fr'cltM it coutrllCled frol'll ri'mf
10'" 0 so Pill. InN.wing 4.~75. widt lC 1.75 lt1kk.
The ~06at;. is join~ Iii 1M side ~Tb'yill\.(J)"r/.q. II~:'
~Q"'" . 2 ~5ti1i!JU !II ~ ""'~ m. uuCSu II}b1II...
I~ tIl. side jo s. with (2) 1600, I 2" trOlWn IIf 5;.. 1c1l9
'l~' -ot. side. ~ !Jl~n~ t ~od OqJtr,or '" 0
~/i:t. opprrelltloll usitI, 'IS 11 Z- JOnii PFM W()04 -scr....
IS 5cr~!,' PIt' '1)C1t milb!. The 1mII' _~!". O~ mu/l'l,
. l1Ir./IIlQjd m-.'..In" .. 7~" 11 1.:1411",
TABLE ~ COHltNTS
SHEET , ~ij>TlON
, .'11 nNATION.;.... NmHI
2 VERT1C.l\l ~~ g'CM
J HORlZ N. S5 S C
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1 UNIT
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aUILI>tNG COOE CQMPLtANCB O,nC8 (KeO)
PRODUCT CONTROL D1'VISIOf(
MfAMI-PAO& COlJNlY, f1.ORIOA
MIITRO-OAl>8 FLAGLER. BUILDINO
HO WEST FLACLf.R Sl'REET, SUITE 160J
MIAMI, FLORIDA )) J)0-156l
(30S) 37S-2901 fAX (30S) 31S-2901
~I-
5'
7. ~16' m
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8
NOTICE OF ACCEPTANCE (NOA)
<D--i
------
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...0
~ 1913(' rJ..X
18 1 SHill1f.f RJSTlC SlfJP
~.17 11 :Y1fi' 1)' lRrJI
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2 vr RM (2 tP . I mtllR !1G 001101111.'1)1110 Iv.\' f\~
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THERHAOTRU. CORPORATION
. I !1.11 X BI1J s,m ()JmlHli mJ8lE lIJJl
,
J
TMrDla.TfQ Cerporatlon
108 MutzCeld Road
Butler, IN 46711
ScOPI:
This NOA is bdrt. Issued Udder the apptkablc rules and regulations governing the use of eonstnlction malerials.
The documentation submitted has been reviewed by Miami.Dade County Product Control Divisfon and a~ted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority HavinlJurisdlction (AHJ).
This NOA sball not be valid after lbe expiration date stated below. The MJami.Dade County Produd Coolrol
Division (fA Miami Dade County) and/or the AID (in areas other lhan Miami Dade Cou...ty) restIVe the right to
have this product or material te&ted tor quality assurance purposes. If this product or material (ails to perf'onn in
the accepted manner, the manufacturer wilJ inCur the Upa1$O of such testing and the AHJ may immediately
l'eyob, modify, or suspend the use of weh product or material within lIleir jurlsdktioo. BORA restrvtS the right
to revoke this ~ ifit is dctcnnincd by Miami..oade County Product ConCrol Division that this product or
tntlerial faits to meet the requirements of the applicabtebuiIding code.
This product is a~vtd as de$cribed h<<efn, and has been desl~ to comply with lhe ~i8b Velocity Uunicane
Zone of the Florida Building Code,
DESCRlPTIONI Serftt "Colhtrutttoa " Premium" Flail Oufs,ylDllllsultfed Steel Doubl4 Door
A'PROV AL DOCUMENT, Drawing No. 80093. titled "610 x 810 Sleel Outswing Double Door", sh<<ts I
through J of J. prepucd by madUracturer. dated 11121/95 with re'riston on 617199, bearina the Miami-Dade
County Product Control Renewal sllq) with the Notice of A~ce numbu and expiration date by the Mi:ami.
Dade County Product Control Di'rision.
MISSILE IMPACt RATING: L.rge aad Small MksUe Inlpad
LABELING: Eath ucit shall beat a ptrmat1el\t label with 1M manufacturer's name or logo, city, stal~ and
Collowil1S statement: wMiami.Otde County Product Control Approved", Wlless otherwise noted herein.
RENEWAL or dUt NOA shall be considered 61\<< a rtr~wal application has been mal and lhtre' has been no
~gc in the applicable building code neptivety affecting the perfonnance of this product .
TlMfiNA1'lON of this NOA will OCcut after the Co'tpi~tion date or if there bas been a <<:"i5100 or change in the
materials, use, and/or tnartUraetuto of the pnxb:t or process. MiS\lSe of this NOA as an endorstme1\t of any
product, for sales, advet1ising OC' any other pllrpostS shan automatically lttminale this NOA. Failure to comply
with any section ofthls NOA shall be cause ror termination aM rtn10val ofNOA.
AOVERTlSEMENT: The NOA numbtt preceded by the words Miamj.{Jade County. florida, and ronO'~ by
the ellpfl'3t1on date may be disptayed in advertisingliteralure. If any ~rtjon of too NOA is displayed, tlten it shall
be done in its mtircty.
INSPECTION: A copy of this entire NOA shall be prodded to the USCt' by the manuta(tW"tt or its distributors
and shall be avaUabte fOr inspeetfon at the job site at the request of the Building Orne'al.
'fhis NOA reom'S NOA # 99-tJll.0J and, cOlUfsts oCthis pa.g~ 1 as well as approwt document mentlOC1ed above.
lbe submitted documtntalion was reviewed by Man.fl Perez, P.E,
12' D,e.
L
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THER~~AOTRU. CORPORAT ION
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SILL/JAMB OF.T All,
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HEADI J,\MB DETAIL
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JfnlfJ ~ 11 Hli X ~'4'
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. ASTRAGAL ATTACHMENT
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6~EET No.
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TYPICAL HURRI-BOL T INSTALL_ATrON DETAILS
CD 112'~ e,MOOT~ ROD UJIT~ T~READeD ENDe.
CD 112' ~E>< NUT
o 3' >< lie' >< 3' FLATE UJAeHER
8) 112' THREADED COUPLER
@ DOUBLE TOP PLATE
@ eILL PLATt:
G) FLOOR FRAMINc:;,
@ eUB-FLOCR &HeATI-lINc:;,
@ WALL eTUD FF<AMINCs
@ WINDOW ~EADER
@ WINDOW erL L
@ HURRI- SOL r ANCHOR BOL r
@ 1124' ROD >< 12' WI T~READED ENDe
(ij 1/2'. TI-lRI::ADt:D ROD >< 12' LO~
@ 2' >< 1/4' >< 2' FLATE WAeHEF(
t-.1URF<I-60L T NOTE6:
ALL COMPONENTe OF T~E ~U~RI-600T eyeTEM A~E TO BE &UPPUeD ey ~URRI-eOL T UPLIFT eOLUTIONe
OR AN EQUAl.. AFPROVED 6'1" T~E ENCsINeER OF RECORD FOR T~Ie PROJECT, NON-APPROVED
eueeTITUTIONe WILL NOT BE ACCEPTABLE.
PLACEMENT OF ALL VERTICAL RODe Ie TO BE Ae eHOUN ON T~e FLOOR PLANe, DeT AILe ANDIOR
BUILDING ELEvATIONe. ~URRI-60L T DRAUJINC;e RE TO BE ueED Ae A e>Llf'PLEMENT TO T~E CONTRACT
DRAUJINU5,
PRIOR TO INeTALLATION OF WALL INeULATION OR DR'r'UJALL ALL TOP NUTe ARE TO BE CHECKED AND
T[G~TENED ONE COMPLETE TURN PAeT SNUG.
e~OULD A THREADED ROD BE U6ED IN LIEU OF A I-iURRI-eoL T ANC~R BOLT IT MueT BE EMBEDDED
A M[NIMUM OF elx INC~Ee W[T~ T~E ueE OF HILT ADHEelVE CAPOOLEe,
6~OULD A T~READED ROD WlT~ A PLATE AND DOUBLE NUTS BE U6ED AT T~E EMBEDDED END, n
MueT I-lAVE A MINIMUM EMBEDMENT LENGTI-l OF TEN INCHt:e AND BOTTOM FLATE MueT BE UNDER
A ~ORIZONT AL REINFORCINc:;, ROD.
ALL I-lURR!-BOL T ANC~OR BOL To MUoT ~AVE TI-lE ~OOKED END UNDER A I-lORIZONT AL REINFORCINc::. ROD,
SIMP50N MGT STRAP wen) IOd NAILS
I)P TO 4000 LBS CAPACIT'T" FOR S'r? -
~/(I) 112" ~URRI-60L T A55EMBL '(
TYPICAL GIRDER TRUSS
I-lOLE DRILLED THRU FLITCI1 PLATE
OF HeADER, use NUT AND PLATe HA~ER
TYPICAL TRUSS TO TOP PLATe
ANO-lORS OMITTED FOR CLARITY
FRAME DOWN TO WINDOW OPENING
TYPICAL. GIRDER OVER ~EADER USING SIMPSON MGT STRAP
N.T.e.
~
SIMPSON l-JGAIO INSIDE OR LPT4 OUTSIDE, CONFIRM
UPLIFT REQUIREMENT WIT~ TRUSS ENGINEERING
GABLE END TRUSS (TYP.)
I-lURRH30L T TOP PLATE ASSEMBL '(
TYPICAL GABLE TIE-DO~N EXTERIOR ~ALL DETAIL
N.T,e.
l-IURRI-BOL TROD
\I'IIALL. STUD (TYP.)
~URRI~OOt..1' COUPL!R
NUT . 2- SQUARE \I'IIA~ER
112" I-lURRI-601.. r 61
ANC~OR Cl" EMBED,
, 3/4" EDGE Dlsr.
TYPICAL EDGE CAST IN PLACE DETAIL
-
N.T.5.
l-IURRH301.. T ROO
I-lURRH30L T COUPLER
2- SQUARE ~ASl-IER
2SOO PSI CONe
FTG, MIN.
1/2" I-lURRI-WEDGE
ill~S/e- EMBED,
2" EDGE DI5T.
2- (MIN)
TYPICAL EDGE !-lURRI-WEDGE DETAIL
N. T .e..
l-IURRI-RO
n
SIMPSON MTSt6 OR
SIMII..AR STRAP, CONFIRM
D- ...- UPl.IFT REQJIREMENT ~ITI-l
TRUSS ENGINEERING
I 1\ !\. JI
]
r . , r
I . , . ,
~EADER "
\.. l-1 CI-lE
--D
BEA
l FRAME DOWN TO Ir{INDOW I ~
OPENING IF NECESSARY -yi~
-~\ ....-
CK STRUCTURAL
~r$ FOR STUD AND
M SCI-lEDULE
TYPICAL TOP FLOOR !-lEADER DETAIL
N.T.5.
~CAL GiRD" 1MU"
I1URRH30L T A5SEM6L Y ~ITl-IIN
e" OF GIRDER CONTINUOUS
TO FOUNDATION.
SIMPSON LG T-2
W(30) 16d SINKERS,
2OSO LBS CAPACITY FOR syp
iYPICAL. GIRDER CONNECilON USING SIMPSON LGi-2 SiRAP
N.T.S.
I<lorida Building Code Online
U~tr: Public U~r . NO( Assodatt'tl with Organization -
:\\."ed Help '!
Awli~at.i..lt'J #:
Date Submith::d:
Produ~t Manufa\:turc-r:
t\ ddre~".'IIPhollekma il :
FU730
021 1812001
f furri.Bdt, Inc;.
2720 N 46111 SlR't:'t
'fampJ, FL 33605
(813) 626.1676
BEAM BEARING
TIXhl1kal Representative:
Tt.xhnic3.1 Repre~lltati\'e AddressfPhond~mall:
J()~dlale
2720 N 4Qth Str~t
Tamp... FL 33605
(813)626-1676
hbo I tg tam pabay. IT. com
TYPICAL DROP BEAM CORNER DET AI L
N.T,S,
Cat~got)' :
Stluclural Compvn(11ls
Subcategory:
Wood Connt.'C((\fS ^n~hQrs
Evaluation Methoo:
Evaluation RCpvft from a Product
Evaluation Entit~,
TRUSS TO TOP PLATE CoNNECTOR OMITTED FOR CLARITY
Rderenc~'\I Standards from the Florida Building C<.1~je:
~l~Q
2104.9.5
1600.1.1
DOUBLE TOP PLATE
SllY!.d a rll
AS1M A 36
SBCCI
Standaru for
Hurrkane
Resistant
SSTDIO.99
ASTM 1)1761
ASfM D 176 [
ASIM D1761
1988
1938
1988
Y~J'
1 ~)..
1999
~URRI-oo.. T TOP PLATE ROO
JACK TRUSS (TYP,)
1706. 1
li06.3 J
231,t.4,.
Evaluation Entitv:
,
SBCC[ PST and ESI
CORNER JACK (TY?,)
Quality Assuran~ Entity:
PFS Corporation
Validation Enlitv:
.'
53759
TYPICAL !-lIP TIE-DOWN EXTERIOR CORNER DETAIL
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AuthorizeJ Signature:
JO~l'h Hale
hoolt@tampabay TT.com
N.T.5,
EvaluoationlTest. R~rts Uploa&"~:
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Installation Documents Upload~d:
Pmdu(;t ^ pproval Method:
Method 1 Op(iul'1 C
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Hurri-Bolt Engineering Data
Wall SpecifleaUons:
StudS and Plates, syp tt2 Gra<fe
StudS: End Nailed with (2) 16d common
Plates: Face Nailed \.~ith 12rJ common 6- P..:~.
Floor Truss: Face Nailed 'vYith 12d common 3" Q,I;.
Wall Ends: (2) 2>'.4'3
112" Hurr1-Bolt top Plat. Assembly Capacity, (lbs.)
Anchor
f e
ltl3A
1st Floor:
Sheathing, 7/16" OS8 one side
Panel Edge: 4-Q.:.I;. nom" 'Mth 8d common
Intermediate: a-Q.:.C. nom" 'N1th 8d common
Joints: 810cKerj IN Ith 2:<4
Conventional HardW3rQ: -Slab':
(per end)
HOM with 71B- Grade 5 Bolt to Jig
(3) 3/4. bolts Through End WaH SbJds
(2) CS16 48" long 'Mth (28) 12d common
Centered over floor section '.lith (14) nails per end to
studs
HBE
HW
Washer Size
limiting F attor
Widtt't Length Thicknes Hole
s
B 2 112. 2 112. 3116. Slot-
C 3- 3" 1/4" 9J1 S"
- Yt" X 1. Slot
(1) A1t0W3ble Roo TenSile Capac~y.
4010Ib$.
(2) A110wable Menor Capacity
(3) Allowable Wood Be:a ring
C3pac!ty
(1) CS16 48" long VV'lth (28) 120 common
Centered over noor sectlon 'Mth (14) nails per end to
studs
2M FlOor:
HeA - Huni.BQIt Cast in Place B1 .AN:hor
HSE - Hurri.Bolt 87 Epo"y 9IJd
H\V - HlJfri-Wedge Onlted in .AIlehor
~
.AJI anehof$ af1! at '-3/4- distance from centerlin e of anchor to free edge of fou ndation and 5-112-
froO'l end of foundation.
T'he Huro.Wedga anchors ha"'8 a tensile capacity of~ Ibs. for:mJ psi concrete at 1.314" edge
distance. Ii interior location,. there 1$I\)ft O'l'er c3pac~y (Qr sMar ~t ttle slab, Nong interior wall,
the teMife e3pacity is .4910 Ib$ for the HIJrri-Wedg9, A combined shear and tensile loading
calculation must be performed according the applicable building code.
Sample Calculation (combined shear and tension loadIng on Hunt.Wedge, mln ~.. from edge of stat
JOOOpsf concrele) per 1999 sac
TU.SIOH~~l\W,-3900 LBS! TEHSIOrtA~~!'~" 4913 lBS, SHEAIl~~!,~" 2260 lOS
1 ... {( TEHSIOH~ruAlI TEHSIO IfAlLOUkC)2 . ( SHEARA',/AJutLcI SHEAR.tu.au.lLC)'
SHE~Y.UMlt'" (1 - (TEHSIOIf~TU.4L' lEHSIOHAluMAtt.c)'J\'2 · (SHeARulOl'lAn~
SHEM.~c - 1370 LOS
Srnglo Hum-8olt
(per End)
'Slab':
112" Grade 5 80lt to J(g, 2- Square Washer
(HBSS) and POSitive Stop Coupler (HBC)
1rl.2Od Fr~Ot~6' Hurrf.8olt Rods (HBR)
TOp Floor. Hurrt-Bolt Top Rod (HBT), SYP Top Plate Washer
(HBST), and Nut (H8N)
Double Hurrl-f3olt
(per End)
'Slab':
(2) 112" Grade 5 Bolt to Jig, 2" Square Washer
(HBSS) and PositiVe Stop Coupler (HBC)
6-,Apart
1s1 FIO<)r: Hurrt-6olt Top Rod (HBT), SYP Top Plate Washer
(HeST). and Nut (HBN) at 2nd FroOr Sill Plate
2J"rl Floor: 6' Hun1..8olt Rods (HBR)
Top Floor. Hurr1-8olt Top ROd (HBT), SYPTOp Plate Washer
(HBST), and Nut (HBN)
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SI-lEET No.
AD-P6