05-1525(2)-001bp OS15a5
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
FORM 60OC -01 Residential Limited Applications Prescriptive Method C NORTH 1 2 3
Small Additions, Renovations & Building Systems
. A' y.al L9 wnn KWUM to a WWuF 001 me rmnoa tnergy uecaq wu may c e de no strated by the use dl Form 6DX -0I for additions Of 600 square lee[ or". sue• rsNtal g d riw4daaued horr>zs, and
°•i. ...J Im If. LMW aM1,ndLrarnlu ,.•.xf. n ..c Ol,wn�lvu nv,Mtk em v.w.,Adl1,., �Ma -.,.- A....... wl [...� elV,n m LEM• n.
PROJECT NAME:
AND ADORES$:
D/li
BUILDER: y igI t- //'7-
/I/if
PERMITTING
OFFICE:
CLIMATE
ZONE: 1 F-12[
3
❑
OWNER: GW�, �VC /_ a�26LtY
PERMITNO.
JURISDICTION NO.:
,,,nn I iuvQ r W to Q i IRU ntaiutrnxa tow square reel or Less of cdnditidm area) rtesmplIve requirements in Tables 5C•1, 6C•2 and 6C-3 apps only to die eornp vents of ate addoon, nor to aw eQUN wiling
wck rcwing, coo ft and water heating u.ywpmernl efficiency levels mat be met only w hart a m it is instated spedcally to serve the addoon oils being mslalled n confuncwon with the addlion consruction Co po nera
spataWlg unwrdiwdtned spaces from cumuwned spaces must meet the prescribed mini urn i su lat mt levels RENOVATIONS (Resdenwal buildings undergoing Imam costing more than 30%d ne assessed var,a of the
r.,uy) Rocripove requirements in Tdulo 6C• I and fiF �appty orgy to the components and equipment be%renovated or replaced. MMUFACTURED HOMES AND SUILDii Only sit"isUled oomporwncs and wiunTs
atacadrloymis lam BUILDING SYSTEMS COROwrhenc0rplete now system iswstakil
1 Pleases Print CK
1. Renovation,'Addition, Ne14 System or Manufactured Home
2. Single family detached or Multifamily attached
3. If Multifamily -No. of units covered by this submission
4. Conditioned'floor area (sq. ft.)
5. Predominant eave overhang (ft.)
6. Glass area -and type:
a. Clear glass
b. Tint, film or solar screen
7. Percentage of glass to floor area
S. Floor type and insulation:
a. Slab -on -grade (19-value)
U. Wood, raised (R- value)
c. Wood, common (R- value)
d. Concrete, raised (R- value)
e. Concrete, common (R- value)
9. Wall type and insulation:
a Exterior:
1. Masonry (Insulation R- value)
2. Wood frame ( Insulation R- value)
b. Adjacent:
1. Masonry (Insulation R- value)
2 Wood frame (Insulation Ft-value)
c. Marriage Walls of Multiple Units' (Yes/No)
10. Ceiling type and insulation:
a. , -Under attic (Insulation R- value)
b Single assembly (Insulation R- value)
11. Cooling system*
(Types: central, room unit, package terminal A.C., gas, existing, none)
12. Heating system': (Types: heat pump, elec. stnp, natural gas, LP. gas,
gas h p., room or PTAC, existing, none)
13. Air Distribution System*:
a. Backflow damper or single package systems' (Yes /No)
b Ducts on marriage walls adequately sealed' (Yes /No)
14. Hot water system:
(Types- Bloc., natural gas, other, existing, none)
- Pvrtains to manufacturer) homes with site installed components.
1.
D/li
2.
3.
4-
_
_1 10 IF
5.
Sinn'- pane Double.
Pane
6a.
sq. ft.
sq. ft
6b.
_ _ sq. ft.
sq. ft.
7.
�- %
8a.
R= O
Inn. ft.
8b.
R=
sq. ft.
8c.
R=
sq. ft.
8d.
R=
sq. ft.
Be.
R=
sq. ft.
9a -1
R =_ 4P
sq. ft.
9a -2
R=
sq. ft.
9b -1
R=
sq. ft.
9b -2
R=
sq. ft.
9c
10a.
d
R= -1 /
sq. ft.
10b.
R=
sq. ft.
11.
Type: 691�7-11-s
SEER/EER: / -z-
12.
Type: 64tLT'
HSPF /COP /AFUE:
-
13a.
13b.
14.
Type:
EF:
I nereoy certify that the plans and specihcations.covered by the calculation are in Review of,plans and specifications covered by this calculation indicates compiance-,
campr,ance with the Florida Energy Code with the Flonda Energy Code Before constructions completed, this budding will be
PREPARED BY. /� �/l/CL _ Q/t Z DATE. D7-2o-0 G inspected lot compliance to accordance with Section 553 908, F S
I nat2Dy certify that Ihfs builaing is in compliance with ft Florida Energy Code. BUILDING OFFICIAL.
OviNER AGENT: - - - - - - DATE - - DATE,--- - -- - -- I r --
FLORIDA BUILDING CODE - BUILDING
•4 -"
13.201
I
d
I.
t
i
i
I
CIIIIIJIU Lunus 1 L, d
[ABLE 6C-1 PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS (600 Sq. FL and Loss), RENOVATIONS TO EXISTING BUILDINGS AND SITE - INSTALLED COMPONENTS OF MANUFACTURED HOMES
Sae Tdolo 6 -3. 0.7
I AFiLF 6C -2 PRESCRIPTIVE HFOUIREMt ivTS FOR GLASS AREAS IN ADDITIONS ONI Y
I :.,,..mum percenlaqe qlass if, uu.,r area allowed is selected by t e overhdnq len 'th and ..dar heat ciain coelhcient Maximum% = Installed % _
MINIMUM
`INSULATION
MINIMUM
INSTALLED
COMPONENT
INSULATION
INSTALLED
EQUIPMENT,
EFFICIENCY
EFFICIENCY
Single
Concrete Block
R -7
Double
Single
Central A/C - Sa hl
SEER = 10.0
SEER =
Frame, 2 x 4'
R-11
?
aN
Frame, 2' x 6'
R -19
_j
Pk Ie In ;,
9 A•
SEER = 9 7
SEER =
y
Common, Frame,
R -11
2- 78
1 - 61
0- .44
NOT
ALLOWED
Room unit or PTAC
EER = 8.5'
EER =
LGet certified SHGC born the manufacturer or use defaults Single clear SHGC = 87, double .:fear SHGC = 7u, and singlo lint SHGC = .75
Common, Masortry
R -3
TABLE 6C -3
I MINIMUM REOUIREMENTS FOR ALL PACKAGES
COMPONENTS
SECTION
REQUIREMENTS
Electric Resistance
ANY
606.1
To be caulked asketed weather-strintried or otherwi u • waled
Exterior Windows & Doors
6061
Max • 0 3 cfm/sq ft. window area .5 cfm/sq ft. door area
Under Attic
R -30
Sole plates and penetrations through top plates of exterl,,r walls must be sealed
Recessed Lighting
Single Assembly; Enclosed
t ype IC rated with no penetrations two alternatives allu..r,d -,
_
606.1
Heat pump - S;Al
HSPF = 6.8
HSPF. =
z
Frame
R -19
_
z
Single Pkg
HSPF = 66
HSPF
J
Metal Pans
R -13
612.1
Spas & heated pools must have covers (except solar healed). Non - commercial pools must have a
pump timer Gas spa & pool heaters must have minimum thermal efficiency of 78%
Room unit orPTHP '
COP = 2.7'
HSPF/ =
U
Single Assembly, Open
R -10
612.1
W
HVAC Duct
Construction,
Insulation & Installation
610.1
t
All duds, finings, mechanical equipment and plenum ch. ibers shall be mechanically attached,
sealed, Insulated and installed in accordance with thu uiwria of Section 610.1 Ducts in attics must be
insulated to ei minimum of R -6
HVAC Controls
Common, Frame
R -11
a
uai
Gas, natural or propane
AFUE = 78
COP
AFUE =
Stab -on -grade
1146 Minimum
X
Raised Wood
R -191
I
Fuel Oil
AFUE = 78
AFUE =
O
Raised Concret%
R -7
Common, Frame
R -11
w
OX a
Electric Resistance
Gas; Natural or L.P.
EF = .88
EF = .54
EF =
EF =
c t
In unconditioned space
R-6
, o
In conditioned space
N, i minimum
$
Fuel Oil
EF = 54
EF =
Sae Tdolo 6 -3. 0.7
I AFiLF 6C -2 PRESCRIPTIVE HFOUIREMt ivTS FOR GLASS AREAS IN ADDITIONS ONI Y
I :.,,..mum percenlaqe qlass if, uu.,r area allowed is selected by t e overhdnq len 'th and ..dar heat ciain coelhcient Maximum% = Installed % _
GLASS TYPE, OVERHANG, AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED
UP TO 20%
UP TO 30%
UP TO 40%
UP TO 50%
Single
Duuule
Single
Double
Single
Double
Single
Double
r
I
1 - 87
0-.75
0 %8
.2'- .87
1 '- .75
0'-.57
1 - 78
0'- .61
NOT
ALLOWED
2- 78
1 - 61
0- .44
NOT
ALLOWED
3 - 78
2- .61
1 - 44
0 • 35
LGet certified SHGC born the manufacturer or use defaults Single clear SHGC = 87, double .:fear SHGC = 7u, and singlo lint SHGC = .75
TABLE 6C -3
I MINIMUM REOUIREMENTS FOR ALL PACKAGES
COMPONENTS
SECTION
REQUIREMENTS
:. _
Exterior Joints & Cracks
606.1
To be caulked asketed weather-strintried or otherwi u • waled
Exterior Windows & Doors
6061
Max • 0 3 cfm/sq ft. window area .5 cfm/sq ft. door area
Sola & Top Plates
606.1
Sole plates and penetrations through top plates of exterl,,r walls must be sealed
Recessed Lighting
6061
t ype IC rated with no penetrations two alternatives allu..r,d -,
Multi-story Houses
606.1
1 Air barrier on perimeter of floor cavity between floors
Exhaust Fans
606.1
_
Exhaust fans vented to unconditioned space shall have dampers, except for combustion
devices with integral exhaust ductwork
Combustion
Heatincl
606.1
Combustion space and water heating systems must be provided with outside combustion air.
exce t for direct vent appliances
Water Heaters
612.1
Comply with efficiency requirements In Table 6 -12. Switch or clearly marked circuit breaker (electric)
r cutoff (oas) must be provided, External t trap reouired for vertical
✓
Swimming
Pools & Spas
612.1
Spas & heated pools must have covers (except solar healed). Non - commercial pools must have a
pump timer Gas spa & pool heaters must have minimum thermal efficiency of 78%
r-
hot Water Pipes
6121
I.-tsulation is required for hot water circulating system% (I, . iuding heat recovery units
Snower Heads
612.1
1.1ater flow must be restricted to no more than 2 5 gallon . per minute at 80 PSIG
HVAC Duct
Construction,
Insulation & Installation
610.1
t
All duds, finings, mechanical equipment and plenum ch. ibers shall be mechanically attached,
sealed, Insulated and installed in accordance with thu uiwria of Section 610.1 Ducts in attics must be
insulated to ei minimum of R -6
HVAC Controls
607.1
Separate readily accessible manual or automatic therm- „at for each system
..cr.EnnL OiRECT10NS
On Ta�.a 6C-1 Irtdeale tlto R -vakie of me nwlaion being ae jai to each component and ft efficiency levels of the egwpnwntl beep nslaUc I . ,. values and edrrram- mi.led mull aw a ex/kEC tine mwrnm vak 1151eu. ;
Oz; Tr,, ns and egwprreN rued t,=ng awW nor rentovun d may be left blank I
ZUTICAS ONLY Dewffsv the p fc:LnWW of new glass Io corrd bmW Ibor area in the addmOrt as lolbws Total the areas of all glass wrn,k Wng glass doo s and g" door panels Double me area d all non - venial wJ l
,a. S ar'A a-W d Io Pte prev*A WW Wrwn Mass in eastmg c,,u w wale is being removed or enclosed by ft adddaq an amaw equal to tree maa cl ws Blau maybe WW aced Iron L% IWaI glass area Divda LW 4Olecl
:: m�au. IdbyutemrldoatedllwdcaWPuaddtoon LLAWybyl(Mlogetdnepercenl Fmdit largest glass percenligewderwludnyow .>, Iii,,JpercenLigeI&onT"6C2 P(esurpuvesartyvanbyllkt Qlg65si
,., u Iticride parse) grid ate overriar,y I(w11 Pabd wrdl d solar heal gain coefficient (SHGC) For a gnun glass type ant oviohaig, the mew .dn :eta naal ga i Weft4renl alluwed is sp bW AcWal gl:.sro waum and dour s ,
nthe exterior wallsof the ho ,ae"bergrem"-din ateaddt mdo not have toeorttplywithal e overt" and War heatgain cuedm-., , yueementson Table 6C 2 Al new glass n the awooninid(neet the (Warm
r.r e, tit ur ctitars in Pre gId55 purr, nW I. cawM you v ,caved The overhang (OH) dwance is measured pupenckuwly b0111 the lace .I r., gidss to a point Jdecdy undW Pw outwffkw L%* w Irw ovwrwtg I,
nE1.0 vATICJNS ONLY Replacement gw,, ndeds to meet d.: IWlowvtg (Wemen6 Any glass type and 5OLV hiai gain ooeaced may bo us I I�r gi tss areas wh dt and wruw m 4fazi a iwv lea warrtdrp lint wawra lawot)i w�iri'
,�. I,u td �4 4irP,1a Ptdn B kro1 bun uw u +uriwftg CWSs w uds buuq fonwd1W owl do M moot this wrWrin MAI IN adwir snore -pare: unr �I a.,uuw-puw wear of doubld {vent tnW
o..LFA.r, SYSTEM IS Comply witwt nca aptem is Pataled for systwn vslatled .1
.. uTy„cle n2 utformabon requested tin Pk top hall d page I
F:G,J -M,rlr4m Regwrrxrtents for Sm;Ji AJ,Lm and Removal s', Table 6C•3, and died all applicable dens
now7. 5. �nanddY197rB 'O+inedAgmdc�rW.aWrlPYdan. ,onpagel
202
FLORIDA BUILDING CODE - BUILDING-
�I
�:usua:-
77 qi .,,.Z +� ',S,KETCH OF SURV�Y
' •MwC{.•71r� a �."Y^. �.�, .i`r'" +�' � � �.'�k �.`� �f N r� r n � ?'� •��:• t.� i.•1;
r • 1. + i , ` .• � { r r^V., � • `'' ' r � � .� � '7�•�' ML
y
�9
I✓
ty d
0
I)
1 W
� J 0
lr
s
L_
i •t T l� Lt-� C
I
b 14nx '
f
J
3
VCFiS Alo
J
1.4 -_;I,
~'
N
w
10,di�
s
�o
Y
�
Ate.
' �
�•
�• ..o•�.
�
lu ao
t�i�Q
3/4•. P.uN
�
—M r , [ J .1
V'
U'
L_
i •t T l� Lt-� C
I
b 14nx '
r
• Zz j.s _
G 2 �1 d � �`��� M '•S
l
I
I ,
1 �
r
µ�
V
Y
J
eI
f
J
3
VCFiS Alo
1.4 -_;I,
4 73
w
10,di�
s
1
Y
r
• Zz j.s _
G 2 �1 d � �`��� M '•S
l
I
I ,
1 �
r
µ�
V
Y
J
eI
f
J
3
4 73
Y
4 73
•4j
�
Ate.
�• ..o•�.
a a
t�i�Q
3/4•. P.uN
�
—M r , [ J .1
SCALE: 1' • o
• 'r
•
LEGAL DESCRIPTION
LOT jpff BLOCK
SUBDIVISION FS
ACCORDWO TO THE PUT TMEAEOF AS RECORDED IN PLAT BOOK - si AT PAGE erg OF THE
PUNUC RECORDS-OF kdF COUNTY. FLORIDA.
THIS M A
NOVNUARY SURVEY
h i
r
m
h,
t
s-- G -"I A 1/9
+r -
_p
To Guardian Title and or its assigns:
be undersigned does hereby certify that this survey was this day made on the ground of
he property legally described herein and this survey is correct, and that there are no
:i.screpancies, conflicts, shortages in area, boundary line conflicts, encroachement, over -
apping of rimprovements , easement or Right -Of -Way (fram record plat) , except as shown
Freon, and that said property has access to and frcrn a dedicated roadway.
LOCATION SKETCH
SCALE: t •
80
WE HEREBY CERTIFY: Thal ttw attedwd SKETCH OF SURVEY of Ow above A IC h Ad prflps►fy is comsat 90 9W best of our
k and bWW as maently swvsyed under our direction, also OW there are no encrosdunents unless shown. and ttus survey
masts Mmnum Tsdrmal Standards am by 1ha FLORIDA BOARD OF UwD SURV ORS. as set th m Chapter
472.027 (F.S.) and Chapter 21 Far 6 of the Florida Adnini?rative Cod
FOR: r--Al i'I Q G AIIA PU zt 11,E7:4 GONzA ! ,CZ
ORDER No' - - S- E3l- ? 4)'Rt JOSE SSIONAL LAND SURVEYOR No
2852
STATE OF FLORIDA
NOT VALID UNLESS EMBOSSED SEAL DATE:
CONTINENTAL LAND SURVEYORS,
1700 S. W. 57 AVENUE, SUITE 201
MIAMI. FLORIDA 33155
. TEL. NO. 202 -1925
INC.
Ir
RODRIGO H. CADUID P.E.
CIVIL AND STRUCTURAL ENGINEER
PE # 0039415
13285 S.W. 124 ST. SUITE #14
MIAMI. FLA 33186
PH: (305) 385 -5220
r=O r/'✓�%� r /Ol✓
{.a 6v%
l�/6�L
4ed
6 g o P sr
vi r5
/• 39
<✓ /� G �Ldoo SP
/'p 9
Fn
o�
.s *° 44t
L•L. 3v
2
C5 V gk�G'
IG.ro
� rL
G K ' G - �� � ) ,� a e"•. d, o.
B SU
/'p 9
Fn
o�
.s *° 44t
• ; RODRIGO H. CADAVID P.E.
CIVIL AND STRUCTURAL ENGINEER
PE # 0039415
13285 S.W. 124 ST, SUITE #14
MIAMI, FLA 33186
PH: (305) 385 -5220
l - 1JYd� Lo 4oS ��5F') : Z r5f
,L rM I 16 ,00 - ;;3 o f 5f
J 'p;' F
Z
z z ellr G e A oll
32
32 -7S; -r -7 75 ---�,�
v12 17-
l d X —/ s• 9 i' j 2 /';' // s
Pte; o-
4 S 1r,t L 0.7 r i
r �� �010�
.`,� .n.�At Et.G�'•
M;IA■eMII -DADS MIANH -DADE COUNTY,.FLORIDA
�® METRO -DADE FLAGLER BUII.DiNG
PRODUCT CONTROL NOTICE OF ACCEPTANCE
United Steel Products Company
703 Rogers Drive (P. O. Bog 80)
Montgomery ,MN 56069
BUILDING CODE COMPLIANCE OFFICE
METRO -DADS FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
IvIIA1vII, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
CONTRACTOR LICENSING SECTION
(305) 375 -2527 FAX (305) 375 -2558
CONTRACTOR ENFORCEMENT DIVISION
(305) 375 -2966 FAX (305) 375 -2908
PRODUCT CONTROL DIVISION
Your application for Notice of Acceptance (NOA) of (305) 375 -2902 FAX (305) 372.6339
Wood Connectors
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein. '
This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this
product or material fails to perform in the approved manner; BCCO may revoke, modify, or suspend the
use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined by BCCO that this product or material fails to meet the requirements of the South Florida
Building Code.
The expense of such testing will be incurred by the manufacturer.
ACCEPTANCE NO.: 01- 0724.06
EXPIRES: 10/01/2006 Raul Rodriguez
Chief Product Control Division
THIS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDPITONS
BUILDING CODE & PRODUCT REVIEW COMMITTEE
This application for Product Approval has been reviewed by the BCCO and approved by the Building'
Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set
forth above.
Francisco J. Quintana, R.A.
- Director
Miami -Dade County
APPROVED: 09/20/2001 Building Code Compliance Office
G/ A, �QT
\% sD4500011pc200011templaces4wuce acceptance cover page dot
Internet mail address: postmaster @buildingcodeonline.com l Homepage: http : / /Www.buildingcodeonline.com
Lt l
United Steel Products Company. ACCEPTANCE NO: 01- 0724.06
APPROVED: SEP 2 0 2001
EXPIRES: 10/01/2006
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. SCOPE
1.1 This revises the Notice of Acceptance No. 00- 1218.03, which was issued on 03/01/2001. It approves wood
connectors; as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida
Building Code (SFBC), 1994 Edition for Miami -Dade County. For the locations where the actual loads as
determined by SFBC Chapter 23, do not exceed the design load indicated in the approved drawings.
2. PRODUCT DESCRIPTION '
2.1 The United Steel Wood Connectors shall be fabricated and used in strict compliance with the following
documents: Drawing No. NFM & DTC -HSU, sheet 1 and 2 of 2, titled "Wood Connectors ", prepared by United
Steel Products Company, dated 07/16/01 with no revisions. The drawings shall bear the Miami -Dade County
Product Control Approval .stamp,with,the Notice of Acceptance number and approval date by the Miami -Dade
Product Control Division. These,documents shall hereinafter be referred to as the approved drawings.
3. LEVHTATIONS
3.1 Allowable loads are for Southern Pine or better with a specific gravity of 0.55 and moisture content of 19% or
less.
3.2 Allowable loads are based on testing per ASTM D1761 and calculations per National Design Specifications for
Wood Construction 1991 Edition & 1993 Errata.
4. INSTALLATION
4.1 The wood connectors shall be installed in strict compliance with the approved drawings.
5. LABELING Y ... I.
5.1 Each wood connector shall bear a permanent label with the manufacturer's name or logo, city, state and the
following statement: "Miami -Dade County Product Control Approved ".
6. BUILDING PERNIIT
6.1 Application for Building Permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance
6.1.2 Duplicate copies of the approved drawings as identified in Section 2 of this Notice of Acceptance,
clearly marked to show the hangers and angles selected.for the proposed installation.
6.13 Any other document required by the Building Official or the SFBC in order to properly- evaluate the
installation of these products.
2
Candido Font, PE, Sr. Product Control Examiner
Product Control Division
United Steel Products Company.
ACCEPTANCE NO: 01- 0724.06
APPROVED: SEP 2 0 200)
EXPIRES: 10/01/2006
NOTICE OF ACCEPTANCE STANDARD CONDITIONS
1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original
submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the
following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific
conditions of this Acceptance.
3. Renewals of Acceptance" will not be considered if
a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product
is not in compliance with the code changes;
b) The product is no longer the same product, (identical) as the one *originally approved;
c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct
installation of the product;
d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer
practicing the engineering profession.
4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be
cause for termination of this Acceptance, unless prior written- approval has been requested (through the filing of a
revision application with appropriate fee) and,granted by this office.
5. Any of the following shall also be grounds for removal of this Acceptance:
a) Unsatisfactory performance of this product or process.
b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose.
6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed,
)hen it shall be done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to
the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The
engineer need not reseal the copies. ,
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance.
9. This Notice of Acceptance consists of pages 1, 2 and this last page 3.
andido Font, PE, Sr. Product Control Examiner
Product Control Division , r
END OF THIS ACCEPTANCE
3
C(
(Y) U- Munn lm am badmard length for one 1 R- dbm ater J -8OIt
(2) 1U' Product Code utilizes bolt on )olst _
(3)(-X4- X3A3-Angb ASTM A36
NARROW FLANGE MAS ❑NARY HANGER
1/i
BO
A>
GENERAL NOTES
1) STEEL SHALL CONFORM TO ASTM A653, STRUCTURAL GRADE 331 U.C.M.
AND A MINIMUM GALVANIZED COATING OF G -60
2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED '
3) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BA A SHORT TERM
DURATION FACTOR OF 33Z FOR WIND LOAD CONDITION.•
NO FURTHER INCREASE ALLOWED.
4) ALLOWABLE DOWN LOADS ARE NOT INCREASED BY SHORT TERM DURATION FACTOR '
5) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS
FOR WOOD CONSTRUCTION 1991 EDITION L 1993 ERRATA, FOR
SOUTHERN YELLOW PINE (G= 0.55 OR BETTER) L TEST PERFOI{M
IN ACCORDANCE WITH AS7M D1761
FOR OFFICE USE
UNITED STEEL PRODUCTS CO
703 ROGERS DRIVE
APPRUED AS COUP YMi W N THE
MONTGOMERY MN 56069
FLURMA B 1190 60DF
1100TH
SEP 0
WOOD CONNECTORS
BOIL019G CGhi CA:J.c:.::hi:P,
ACCEPTANCE 90.01— QJE4.06
DATE,
DRAWING NUMBER, -----
SHEET NUMBER, _J9_A_
��,a�
THOMAS A. KOLDEN• P.E
CIVIL NUMBER FLa50899
IKUSS
y
6 � _
Product
Code
Description
Header
Joist
Uplift
Perpendicular
to Wag
fL?)
lum 11011GA 9011.019& Cool
Toward
SUM
Away from
Thnj Strap
DO)
Z -
WOOD CONNECTORS
�
J �,-
rD:T : -.,u G"'I >i9�
1v
:JI�PIiL C�7: F.wgr.ia�� d�1i
vi wau appueu ^war vurn ouap, ,.Q Luau appua0 1 OMaro birap. -
(2) Allowable Load for Upffft, L1 & 1.2 shall not be combined
The connector shall be subjected to Load In one direction ony.
(3) Minimum concrete strength shag be 2500 psi an drrd imum Strap embedment shat be 4'.
(4) Materiat Strap- 14 Gauoe and Bottom Plate- 20 gauae.
GIRDER HANGER "r "' "'
13/16• D10.
I
is
I • 1��
l+ ly D
3/16' D10.
. ^. 11 t ..� 1. - �_F7,1+ /:1 � ■I�7�•Ctit•:91n���_:1: l'—
111 Melenal 7 OaUOe (311 @') ASTM A35.
(2) All 314' bolts require 3' wood penetration and mlydmumwood vertical width of 5 -112'
(3) Bolts AST M A307 Oracle A.
(4) Main rrlernDer Mntmum width 4-1 fr. -
GENERAL NOTES
1) STEEL SHALL CONFORM TO ASTM A653, STRUCTURAL GRADE 331 LION. '
AND A MINIMUM GALVANIZED COATING OF G -60
2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED '
3) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BA A SHORT TERM
DURATION FACTOR I3F 33% FOR WIND LOAD CONDITION '
NO FURTHER INCREASE ALLOWED.
4) ALLOWABLE DOWN LOADS ARE NOT INCREASED BY SHORT TERM DURATION FACTOR '
5) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS
FOR WOOD CONSTRUCTION 1991 EDITION & 1993 ERRATA, POR
SOUTHERN YELLOW PINE CG- 0.55 OR BETTER) 6 TEST PERFORM
IN ACCORDANCE WITH ASTM D1761 - _
FOR OFFICE USE
UNITED STEEL PRODUCTS CO
703 ROER DRIVE
r.'riCitB A: C�:4CL1iGG amt T9
MONTGOMERY MN 56069
lum 11011GA 9011.019& Cool
DO)
Z -
WOOD CONNECTORS
�
J �,-
rD:T : -.,u G"'I >i9�
1v
:JI�PIiL C�7: F.wgr.ia�� d�1i
i.Afd:tp.C� lie 91-JU24 "
DATE-
DRAWING NUMBER- _pII`-ll;y - - --
THOMAS A KOLDEN, P.E.
SHEET NUMBER- - 1_g_L_
CIVIL NUMBER FL950899