00-0010 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
FORM 60OC-97 Residential Limited Applications Prescriptive Method C SOUTH 7 8 9 a
Small Additions,Renovations 3 Building Systems Department of Community Affairs
Compliance with Method C of Chapter 6 of the Floods Energy Etllaency Code may be demonstrated by the use of Fonn 600C•97 for additions of 600 square feet or less,site InsjaliedpLy
of manufactured hones,and renovations to single and multifamily residences Altemative methods are provided for additions by use of Form 600&97 or 60OA-97.
PROJECT NAME: RDOI'r I!!t3-i C)C K-( BUILDER-
AND ADDRESS: t`Sl Y��-�+L� - y PERMITTING CLIMATE
YOE:L'8 ►�j A OFFICE: MI�'1i'�At�c�0. ZONE: 7F-18 �g�^ -
{ OWNER: GY O ( PERMIT NQ. JURISDICTION NO.:
SMALL ADDITIONS TO EXISTING RESIDENCES(600 Square feet or lose of conditioned area). Prescriptive requirements in Tables 6C-1,6C-2 and 6C•3 apply only to the
components of the addition,not to the existing building, Space heating,cooling,and water healing equipment efficiency levels must be met only when equipment iWIlitalled
specifically to serve the addition or Is being Installed In conjunction with the addition construction. Components separating unconditioned spaces from conditioned spars must•
e meet the prescribed minimum Insulation levels. RENOVATIONS(Residential buildings undergoing renovations costing more thJrr3U±bPthe assessed value of the Ildin6).
Prescriptive requirements in Tables 6C-1 and 6C-2 apply only to the components and equipment being renovated or replaced MANUFACTURED HOMES"B-BUILDWGS OIly'S,te• •
Installed components and features are covered by this lonn.BUILDING SYSTEMS Comply when complete now system Is Installed Pisses,Yint •••••• C&••
1. Renovation,Addition,New System or Manufactured Home 1. A PP I /-,•uN
• • .••..• �Ti••
2. Single family detached or Multifamily attached 2, •• ---•
3. If Multifamily-No.of units covered by this submission 3. ,I
4. Conditioned floor area(sq.ft.) 14. i S. Predominant eave overhang(ft.) 51
6. Glass area and type: is Single Pane: Double F F-ah, % ......
}
a. Clear glass
b. Tint,film or solar en 6b. sq.ft.
:_ •
7. Percentage of gI I 'qr area 7, /2, 3 f••• •••• •
s 8. Floor type and
s; a. Slab-on-gr ....3 S ....
8a. R- r fin.ft. �••
b. Wood, raise,
r Sb. R= sq.ft.
r c. Wood,co)xi )` 8C. R= sq.ft.
< d. Concrete; r_ ; ) 8d. R= sq.ft.
e. Concrete,c lue) Be. R= -
9. Wall type and ice. '= sq.ft.
a. Exterior:
1. Masonry(Insulation��t value)
9a-1 R= ? ? sq.ft.
2. Wood frame (Insula ion R-value) 9a-2 R= sq.ft.
b. Adjacent:
1. Masonry(Insulation;R-value) 9b-1 R= -- sq.ft. _
2. Wood frame (Insulation R-value) 9b-2 R= -- sq.ft.
c. Marriage Walls of Multiple Units*(Yes/No) 9C
10. Ceiling type and Insulation:
a. Under attic(Insulation R-value) 10a. R= 2'7-7 sq.ft.
b. Single assembly(Insulation R-value) 10b. R= sq.ft.
11. Cooling system"
(Types:central,room unit,package terminal A.C.,gas,existing,none) 11. Type: ST-1'^4 ru
SEER/EER:
"_AI: 12. Heating system': (Types:heat pump,efec,strip,natural gas,L.P.gas, 12. Type: F'x r S�-r%��-
,7... r
gas h.p.,room or PTAC,existing,none) HSPF/COP/AFUE: /
13. Air Distribution System': "-
a. Backflow damper or single package systems'(Yes/No) 13a. ^/_u
b. Ducts on marriage walls adequately sealed'(Yes/No) 13b. - S
«�• 14. Hot water system: 14. Type
(Types:elec.,natural gas,other,existing,none) EF / C1
*Pertains to manufactured homes with site Installed components. I
I hereby certify that the laps ands ecdtcattons covered by the calculation are In Review of plans and lotion Indicates compliance
compliance with th or
I a En j "„ r , ,;"..•,. with the Florida EnergyC0ilfk�a i pleted this be
PREPARED BY .: ;:�' ., A�r -� ,_; Inspected for comprlance ill accordail�e,W Sec�an 553 908.KS. ��
hereby certify that bwtdir!9 in p6ance th the Florida Energy Code BUILDING OFFICIAL _
OWNER AGENT. DATE Z-U" '• i
DATE:
-D-45
I
'. Climate Zones 7 8 9
TABLE 6C•t:PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS(600 Sq.FL and Less),RENOVATIONS TO EXISTING BUILDINGS AND SITE-INSTALLED COMPONENTS OF MANUFACTURED HOMES.
MINIMUM INSULATION MINIMUM INSTALLED
COMPONENT INSULATION INSTALLED EQUIPMENT EFFICIENCY EFFICIENCY
Concrete R-7
co Frame,2'x 4' R-11 Central A/C-Spld SEER = 10.0 SEER = / v
Frame,2'x 6' R•19 ? -Single Pkg SEER - 97 SEER =
3 Common,Frame R-1 t Room unit or PTAC EER = 85* EER
_
Common,Masonry R-3 -
Under Attic R-30
/R-30 Electric Resistance ANY
•'�'� -
i,,e.' Single As Enclosed Heat pump-Sort HSPF - 6.8 HSPF -
z Frame R-19 z
s `r•.,. "' Metal Pans R•13 F
Single Pk HSPF = 6.6 HSPF =
7 ♦la A
Single Assembly;Open R-10 = Room unit or PTHP COP = 2.7* HSPF/ _ _• .••
�' •:>, -s;,.,
C 0000•• •
' " '•erg=•:: ommon,Frame R-11 eu'.>
a • • • COP '• •
Slab No Minimum NJ Gas,natural or propane AFIJE ;R ; .78 •dF • •
cc
0 Raised Wood R-19 Fuel Oil AFUt• _• .78 At W _ •• •••
Ralsed Concrete R-7 •
li Common,Frame R•11 •••••• •' •
��• `� � Electric Resistance EF = • .88 • EF = �, ••
s' In unconditioned space R-6 Gas, Natural or L.P. EF• _ -'.54 EF = •
In conditioned space No minimum 3 Fuel Oil EF a: .54 109 EF• _
�bille Table 6.3,& .
7 4 •• •0000
TABLE 6C-2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY •
Maximum percentage glass to floor area allowed is selected b ° •� • ° • . •0
y type,overhang length,and shading coefficient Maximum/°= Install8 b= / •0000
GLASS TYPE;OVERHANG,AND SHADING COEFFICIENT REQUIRED FOR GLASS PERCENIVE f,,LOWED
UP TO 20% ° • •,
UPT030% UP TO 40% • UPT050°t••• 44444•
r' Single Double Single Double Single Double ••4011, 086116 • 0
OH-SC OH-SC OH-SC OH-SC OH-SC OH-SC : OHjC ZTFS(a • .•••
1'-1.0 0••.90 2"-1.0 1'-.90
3 1.0 2'-.90 0 4'-1.0 •3 x.90
-' .86
0
1 .B6 0-.70 2'-.86 l'-.70 • 3•-.86 2'-.70 • 000
r:` 0'•.65 l'-.65 0'-.50 2'-.65 l'-.50
•
0'-.45 11'-.45 0'-.40
SHGC or SC may be obtained from the manufacturer. Single clear SC=10,double clear SC=.90,and single tint SC-.86. SHGC+,87=SC
a.
r* FWIndows C•3 MINIMUM REQUIREMENTS FOR ALL PACKAGES
NENTS SECTION REQUIREMENTS CHECK
Joints&Cracks 606.1 To be caulked, asketed,weather-stri ed or otherwise sealed. v
&Doors 606.1 Max.0.3 cim/sq ft.window area;.5 cfm1sq.ft.door area
op Plates 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed.
Recessed Lighting 606.1 Type IC rated with no penetrations(two alternatives allowed).
Multi-story Houses 606.1 Air barrier on perimeter of floor cavity between floors. +1
Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers,except for combustion
-t devices with Integral exhaust ductwork, t
Combustion 606.1 Combustion space and water heating systems must be provided with outside combustion air,
Heaton exca t for direct vent appliances.
` Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker(electric) l/
or cutoff as must be rovided. External or built-in heat trap required.
_ Swimming 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a
Pools&Spas pump Umer.Gas spa&pool heaters must have minimum thermal efficiency of 78%.
':•s,`. Hot Water Pipes 612.1 Insulation is required for hot water circulating systems(Including heat recovery units).
Shower Heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSI G.
HVAC Duct 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,
Construction, sealed,Insulated and installed In accordance with the criteria of Section 610.1. Ducts in attics must be
- Insulation&Installation insulated to a minimum of R-6. Air handlers shall not be installed in attics unless in mechanical closets.
HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system.
7: t3ENERAL DIRECTIONS:
On Table 6C-1 todicite pie R-vakie of the Insulation being added to each Component and"effmcienty levels of dire equipment being Installed.All R•values and el6aenues i staled must meet or exceed Ore minimum va ues
bled.Components and
equipment neither beug added nor renovated may be left blank
-,, '_k i 2 ADDITIONS ONLY.Determine the percentage a new glass to conditioned poor area in the addmon as follows.Total the areas a as glass widows•stidng glass doors NO glass door panels.Double the area of as
i vertical roof glass and add p to the previous total.When glesa In etStkg ededW wails is being removed a endosed by the addition,an amount equal to pre total area of des glass may be subtracted Imm pre total glass area i
= ✓ DMde Coe edpsted glass area total by the conditioned poor area a the addmon gesi glass percentage uder wfdch
••- _IS-.-_',,.`�E�-� Midtlply by 100 to gel Ore percent Fad fine tar your takWaled Percentage tact at Table 6G2.Resaipbves
:.; gh-by tl1e typed glass(Single or D*M pane)and the rArerhanq(Olt)palred with a shading coetWeril(SC).For a given glass type and overhang,one minimum shading coefficient allowed Is spedfied.Acwal glass
must rmet the re4 a neM for one a exlerlor waft a the house and being reinstalled in the addition do not have to comply wrath pre overhang and shading coelfident requirements m Table 6G2 As new glass in the addition
a opbo s in f glass perconlape category you 6dkated.The ovedwrg(OH)dstance Is measured pegendadary from pre taco a the glass to a pan directly under do outermost edge
h`=a•'' r ''`3. RENOVATIONS WAY.Replatenrent
needs to meet the buowirg roghdrementa MY Class iYPe and ahaQrg ccefflaent may be used for glass areas wtmldh are under N least a two foe overhang and wtose bwrest
i. edge does not extend NNher loan 6 feel from the oveAmrg Glass areas tieing renovated owl do not meet tNs akeria must be ether sugle-paw Wted,double-pane dear of double-pane tinted.
4. BUILDING SYSTEMS Comply when new system B i staled for system WAW
6. Complete the Wormation requested on pre top hall of page 1.
6. Read'MWmum Requirammnts for Small Addraas and Remvaaas',Table 643,and&meth of appicable items
7. Rea4 sign and date lAe'OwnerlAgerd"oeddicaaon statement on page 1. '
D-46
-2-
•S
1�
1 '
Residential -System Sizing Calculation
Summary
_GARY GORSKI Project Title-, Class 3 Rating
6438 MANOR LAKE ADDITION TO GORSKI RESIDENCE Registration No. 0
4 MWMI, FL Climate: South
12/5199 -
Location for weather data: Miami -User customized: Latitude(25) Temp Range(L) : .•
Humidity data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 56 .
Winter design temperature 47 F Summer design temperature,.. :0 0•*92 F *•••
Winter setpoint 70 F Summer setpoint •• " 75 F
Winter temperature difference 23 F Summer temperature difference : 0.47 F •••• •
` Total heating load calculation 4244 Btuh Total cooling load calculate ti•°• •0=5 Btuh •
- ` Submitted heating capacity 0 Btuh Submitted cooling capacity •
`u 0 Bt�hO
F `Y Submitted as % of calculated 0.0 % Submitted as % of calculated 0000.0•
WINTER CALCULATIONS .....
. •
linter Heating Lod r 7 ft 0 00000
Load com onent Load •
Window total 34 sqft 904 Btuh b41 10%)
Wall total 277 sqft 1853 Btuh
(� /
Door total 0 sqft 0 Btuh
f
Ceiling total r 277 222 rbo-gl6,L} `'
sqft Btuh
Floor total 35 It 642 Btuh -�•'��
Infiltration 17 cfm 421 Btuh
Subtotal 4042 Btuh -
Duct loss 202 Btuh
TOTAL HEAT LOSS 4244 Btuh.
SUMMER CALCULATIONS
Summer Cooling Load for 277 s ft
Load component Load
Window total 34 sqft 1340 Btuh
- Wall total 277 sqft 1389 Btuh
Door total uasant nm;UXl �� wausnvm..,x.1
0 sqft 0 Btuh /�
Ceiling total 277 sqft 343 Btuh f
� .: ;V Floor total 0 Btuh
Infiltration 15 cfm 272 Btuh
Internal gain 1100 Btuh
- Subtotal(sensible) 4445 Btuh
;3z�:•s Ef _ ,
z, Duct gain 445 Stuh ,,ex\,
Dog J WVWM24*1
Total sensible gain 4690 Btuh 104 ��,,.
,Latent gain(infittration) 555 Btuh —
Latent gain(internal) 460 Btuh The sizing rnetnod usad was nuryyGaugadi System Sizing
Total latent gain 1015 Stuh PREPARED BY
TOTAL HEAT GAIN 59Q5 Btuh DATE (2–{�
1 En8fQvG3uge0 FLRCPA-'-103
id;�,fi
s° v'i.;•' `F3METFiO-44DE
METROPOLITAN DADE COUNTY, FLORIDA
METRO-DADE F
LAGLER BUILDING -
BUILDING CODE COMPLIANCE OFFICE
METRO-DADE FLAGLER BUILDING
,��'�'x
cx,t;.'. 140 WEST FLAGLER STREET, SUITE 1603
i; PRODUCT CONTROL NOTICE OF ACCEPTANCE MIAMI, FLORIDA 33130-1563
(305) 375-2901
Hughes Manufacturing,Inc. FAX (305)375-2908
11910-62 Street PRODUCT CONTROL DIVISION
Largo, FL 33543 (305)375-2902
FAX (305) 372-6339
=' Your application for Product Approval of.-
[carious Connectors
under Chapter 8 of the Metropolitan Dade County Code governing the use of Alga c Materials and •.• :•;
, Types of Construction, and`completely described in the plans, specifications and calZulations'as jabmitt
P P A% ed by:
Applicant. (For listing,see Section S of this Notice of Acceptance)
9999..
has been recommended for acceptance by the Building Code Compliance office tp'be used in Dade
County, Florida under the specific conditions set forth on pages 2 et. seq, and the standard CV4dit;ons •
on page 3.
. . 99 900..9
9999 9999
'x 9999:9
This approval shall not be valid after the expiration date stated below. The Office bf Code Compliance ;
�� .-t reserves'the right to secure this product or material at anytime from a jobsite or manufacturer's"rant for
:,�,•�,, ; 9999.. .�..
quality control testing. If this product or material fails to perform in the approved oianW" r, the.�*0 ....9
?x• C
!, .Compliance Office may. P y revoke, modify, or suspend the use of such product or matatial'Immediately. The ;
applicant shall re-evaluate this product or material should any ammendments to tht South Florida Building
Code be enacted affecting this product or material. The Building Code Compliance Office reserves the
the right to revoke this approval, if it is determined by the Building Code Compliance Office that this
eproduct 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.:97-0507.01
Expires:10/09/00 /RaZ46iguezio u! g
• 't..
Product Control Supervisor
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE COMMITTEE `
This application for Product Approval has been reviewed by the Metropolitan Dade County Building
Code Compliance Department and approved by the Building Code Committee to be used in Dade
County, Florida under the conditions set forth above.
° k.'>k sh
3;1:�"�': ,'3iV;a: ry;`r1:P +:°,:�•'u,. ',i ri•r
�'a,�ry,,.�>: � '>�, 1���, „�= •-r" ,'-'' :.��;�-,• - - -- '$i`t 'i't3r"'•= �,�•, .iiwii��'1,;� '.
wilding Code Compliance Dept.
Approved: 10/09/97 „ -! Metropolitan Dade County
sk
^ ',r i:; h;�.r:•' " , ., �.may.,
Hughes Manufacturing,Inc. ACCEPTANCE NO: 97-0507.01
{ APPROVED OCT 0 9 1997
EXPIRES : OCT 0 9 2000
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
Product Dimension Fasteners Allowable Load
Code L 16d Down 100% Uplift 133%
M 8„ 6 340
RT 10 '- . 10" 8 � ---- . .
455 - ••• ° •
RT 12 12" g --- ° ° ° 0990
..
455 . •
.. . .... ....
RT14 14" 10 565 755
RT16 12 •••••° •
-` - ;' 16" 680 ....
RT18 18" 905 . .
14 '795 1020 °
RT20 •• •
so •
., ,20„ 16 .
905 1020 •• ••••••
RT2222" 18 ... .... .'
1020 1020 : '°°• 0060:6
RT24 24" 18
1020 •
1020 •
RT2818 1020 °°°° ......
RT30 30" i 8 1020 *so:
1020 1020 °°°. .....
RT32
.32 18 1020 1020 0000 ....
RT34 :'34„ 18 1020 1020 •••°•
RT36 '36”
18 1020 1020
RT38 38" 18 1020 1020
RT40 40" = 18 1020 1020
RT44 44" 18 1020 1020
RT48 48" 18 1020
1020
l) Number of fasteners shall be equally divided between rafter and stud
2) Penetration is assumed to be l%:"into wood
t,h ndido Font, PE "'" Control Examine
,' rw.P"- ^.M -J r
' ',:°
�i.��'�", "rr'`' Pr`o'ditct`Control Divi,si
o n,.
-2c-
MIAMI-DgDE NUAMI-DADE COUNTY, FLORIDA
<,R METkO-'DADE FLAGLER BUILDING
1BUILD1lYG CODE COtitPLIANCE OFFICE
„ '`„,°.'F,tS ' . . ,;• ,,;r,. °DADE FLACL-ER BUILDING ,,
R STREET.`'SUITE 1603
{ MIAMI. FLORIDA 33130-1563-x. -
PRODUCT CONTROL NOTICE OF ACCEPTANCE'' i (305)375-2901 FAx'(305)375-2908
Simpson Strong Tie Company, Inc. CID RACTOR LICENSING SECTION
4637 Chabot Drive 305)375-2527 FAX(305)375-2558
Pledsanton "ACA 94588 CONTRACTOR ENFORCEMENT SECTION.
(305)375.2966 FAX(305)375-2908
Your application for Product Approval of: _ PRODUCT CONTROL DIVISION .
l:4,
I (305)375-2902 FAX(305)372-6339
T Wood Connectors
f,
}=1 under Chapter 8 of the Code of Miami-Dade County governing the use of Aitemate Materials and Types of
r, Construction, and completely described herein, has been recommended for acceptg; by the Miartii-Qadc•: r,
County Building Code Compliance Office (BCCO) under the conditions specified herein. ......
••••
r' This approval shall not be valid after the expiration date stated below. BCCO reserves the r jght to secure this
r° product or material at anytime from a jobsite or manufacturer's plant for quality tP rdl testing.
If this product or material fails to perform in the approved manner, BCCO may'i! modify,r. aC� Ar suspend
, the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it s••;•
determined BCCO that this product or material fails to meet the requirements ofAt South Fircrlda Buildin S.•
Code. ... .
The expense of such testing will be incurred b the manufacturer.
g, . .,;
Acceptance No.:98-0724.06 •• � f°:•• °;
Expires:06/20/2000 Raul Rodriguez '' `,•••• }`
{ Chief Product Control Divisi6n1'`"',ztt
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
is CONDITIONS
f4 .,
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 Dade County, Florida under the conditions set forth above.. .
i
rancisco . Quintana, R.A.
Director ;
1 of 3 Miami-Dade County
Approved:03/04/1999 Building Code Compliance Office j
;"s
Internet mail address: ostmaster w
P �buildingcodeo'nline eom Home a e:•6tt ww �'�' "� l�w •
P g P�// w.buildiagcodeooline:eom {z
`?~. 3'':°' =:r`''t:�:'';'a .,�s. ,.�'nz>x�'s?-k,.r~ _ r• - -,fi7a ,y_`.`,i-' __ - -.r � - ..: — -sk=,.:
i . . �Y - M' `?r °i�..r. t,�S'•""., �=N�' r � ^» - . "'.:zy i `
" �• _- '- - , ;;. :'fir -�:
�?,
•r, , •i • • • • • ' '�
. �. . . ...
.
xs • ..rte" . •
;t'�»'=�'��,k;''_{; ✓` - ..�-`r_�;,o_:':',F UDe 'Sh a Jo st Ha ngers
••• ••• • • r asses • • •
• ••
• •••
Dimensions FasteEneris ;odel No. Gauge .. AQWal�le Load •••• So
t IM
Head er
==
.;.
.-.
LUS24 18 15/16 3'/e 13/4 4-10d 2.1Od. . ..... gqQ.•_ :...• i133 Y-
LUS24-2 - 18 - -4/8 - .3'-/8 2 4-16d 2-16d - 765 t,
LUS26 18 15/16 43/4 13/4 410d 41 0d 930 830 m H =?
LUS26-2 18 3'/8 4'/6 2 416d 4-16d 1140 1000
1 I
LUS26-3 18 45/e 4'!e 2 416d 416d 1140 1000 .
LUS28 18 15/16 651e 13/4 6 i 0d 410d 930 1055
Y 5
LUS28-2 18 31!e 7 2 6-16d 416d 1140 1265 -s
LUS28-3 18 45/8 61/4 2 6-16d 416d 1140 1265
LUS210 18 19/16 773/16 1314 8-10d 4-10d 930 1275 �w� 6
LUS210-2 18 3'/e ' 9 2 8-16d 6-16d 1665 1765 ,
LUS210-3 18 45/6 83116 2 8-16d 616d 1665 1765 LUS/HUS f
LUS214-2 18 3'18 1015/15 2 10-16d 6-16d 1665 2030 .
LUS36 18 29/16 5'/4 2 416d 416d 1140 1000 APPROVED 0, COMPLYING �:TH THr ! -
LUS310 18 29/,6 71/4 2 6-16d 416d 1140 1265 SOUTH FLORTA BU1DRda CODE- _
LUS44 18 35/16 3 2 4-16d 2-16d __ 765 ^;T- �1%P _ 15
LUS46 18 39/16 43/4 2 4-16d 4-16d 1140 1000 By
LUS48 18 39/16 63/4 2 6-16d 4-16d 1140 1265 PRODUCT CONTROL D!Y!j10h
LUS410 T8 35/16 83/4 2 8-16d 6-16d 1665 1765 BUILDING CCOE COMPLIANCE OFFICE
LUS414 18 39116 103/4 2 10-16d 6 16d 1665 2030 ACCEPTANCE NOk-�-I 24 •o
HUS26 16 15/8 5'/e 3 14-16d �i6-16d 1215 2565 Typical L
HUS26-2 14 3'/8 53/8 2 416d 4-16d 1080 1005 GENERAL NOTES.-
HUS28 16 151e 7 3 22-16d 8-16d 1800 3585 1 Stet
HUS28-2 14 3'le 7'/,6 2 6 16d 6 16d 1215 1505 ) alp I shall conform to ASTM A-653 CS (HUS)and FS (LUS)with Fy,,,,,,,_
9 anized coating of G60
HUS210 16 15/6 9 3 30-16d_ 10-16d 1765 3775 2) Fasteners are common wire nails unless otherwise noted
HUS210-2 14 3'/e 93/16 2 8-16d 8-16d 2160 2010 3) Alla+vable uplift loads for LU's have been increased 33%for wind loading
HUS212-2 14 3'/e 10314 2 10-16d 10 16d 2700 2510 4) Allo+vable down loads have no> been increased by any duration factor
5) Allowable loads are based on the National Design Specification for Woo:
`=-IUS46 14 39/i6 5 2 4-16d 4-16d 1080 1005 Douglas Fir-Larch (G=0 50 or better)and tests performed in accordance
HUS48 14 35/76 16t5/76 2 6-16d 6-16d 1215 1505
HU,S410 14 35/15 gi5/t6 2 8-16d 8-1'6d '2160 2010 FOF OFFICE USE n n n n r
HUS412 14 39/t6 10'/2 2 10-16d 10-16d 2700 251 g S I M P l 1 N T tC 11 I\j 1. l-
METRO-DA METROPOLITAN DADE COUNTY, FLORIDA
METROrPADE FLAGLER BUILDING
^' k B PLIANCE OFFICE-•
t4�r,•r .. LAGLER BUILDING
I "low 14TREET,'SUITE 1603
MIAMI, FLORIDA--33130-1563 ,
PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375-2901
Hughes Manufacturing, FAX (305),375-2908
cturing, Inc. E' p
11910 - 62 Street PRODUCT CONTROL DIVISION
(305) 375-2902
FL 33543
f'
Largo, FAX (305)372-6339
Your application for Product'Approval of:
Various Wood Connectors
under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Material's and
Types of Construction, and completely described in the plans, specifications and:calttdation.%nsubmitt-ebk:"J,
Applicant. (For listing,see Section S of this Notice of Acceptance)
has been recommended for.,acceptance by the Building Code Compliance office to be a;sed iii fade ••••••
County, Florida under the 'specific conditions set forth on pages 2 et. seq. and th(;StanAard Conditions •
on page 3. ......
A
j; This approval shall not be valid after the expiration date stated below. The Officio f Code lfami 1r6ce••••e•
�a reserves the right to secure this product or material at anytime from a jobsite or Inanuf`acturer'� $jant fol.'....,: J'°'•';;
'r quality control testing. If this product or material fails to perform in the approvedrna&wer;tfie.Gode
Compliance Office may revoke, modify, p p y
' ,or suspend the use of such product or materiaj imrr>�ttfatel ., 'I'ii�
P Y fY
h
applicant shall re-evaluate this product or material should an ammendments to the South FOAM Buildi • •.�"
PP P y ,:•,
Code be enacted affecting this product or material. The Building Code Compliance Office reserves the.,,.
the right to revoke this approval, if it is determined by the Building Code Compliance Office 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.:97-0421.05 (Revises No.: 94-0328.02)
Expires:09/12/98
Raul Rod iguez `
Product Control Supervisor
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE COMMITTEE
'Phis application for Product Approval has been reviewed by the Metropolitan Dade County Building
Code Compliance Department and approved b the Building Code Committee'to be used in Dade
P P PP Y g
County, Florida under the conditions set forth above.
4s anger, ;
Director
s
Buildin g P
Code Compliance Dept.
Approved: 10/16/97 Metropolitan Dade County
F _art-It 4
,
NO
4' p]O
HuLyhes Manufactu`t-in
ACCEPTANC .;, �.
41Twa �,.•'u�&`• r,,�ty). ,ra':u«�r'. Yk:.4„ t -' �1( •`��2�•��
r Y F59 r°r x&
APPROVE 1997
EXPIRES' I September 12, 1998 F
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
r .
1.5 Truss Anchors: ,
1 .
,;, =
This connector is designed to anchor wood trusses to concrete`6 al ms. It consists of a 14 ga'
strap and a 20 GA. seat plate and provides restrain against movemmt.irtthe horizontal aid
' . . 0000 .
vertical directions. . . 0000 ..
0 ID.. . 0000 00,00 -
• •
• • 0 •
. .
0000
0000 0000 • "•
12
.0000.
0000.• 0000 . .
q4 t.t,•i_�_ • • 0000 0000• `.5.''
2.12 _�— 0000 0000 . • "
__ ' � I 3 _ _ to •��.
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Product Fasteners Allowable Loads z
z Code Plate Strap Uplift L2 L1(1) L1(2)
DTC 4 9 1365 1310 785 650
10dx l%2 10dx 1%2
1) Allowable loads for uplift, L and L2 shall not be combined
2) The connectors shall be subject to load on one direction only -`
3) _ Minimum concrete strength 2500 PSI.
"x
t ,
andido Font, PE, Sr. Product Control Examiner
Product Control Division
-2d-
- _ .... . ..�............-_ ..._r.....w.•.N.YY.�'svw%'Yw•.vaf.•iNwYL�•Cl:fw:.'w'.V. \'A,�•�i
Hughes Manufacturing, Inc. ACCEPTANCE 09,7-0421.05 `flr
APPROVED. { OCT 1 6 1997-i
EXPIRES September 12, 1998„ . r
..,r
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1.4 Rafter Ties: '``
These connectors made of 18 GA galvanized steel sheet metal, are designed to anchor`wood'''
rafters, beams and trusses to vertical wood •
00 0 0000
.00.00 . •
WEE" =a • •
V*• 9
W. -
_ •• 0000••
•
Length 0009 •••• •
• • 9 • • •
• • �•• • 0.9000 ,
0
Product Dimensions Fasteners All Load •••••• `
Code L W 10d Uplift •;0. ;••.•:'
RT 1418 14" 1" 10 820 /' 0000 ••• •• : -.: .,
RT 1618 16" 1" 12 865 0.00•. ;t,:.
RT 1818 18" 1" 14 865
RT 2018 20" 1" 16 865 '
RT 2218 22" 1" 18 865
RT 2418 24" 1" 18 865
RT 14112 14" 1'/:" 10 820 '
RT 16112 16" 1'/2" 12 980
RT 18112 18" 1'/2" 14 1145 Y
RT 20112 20" 1'/2" 16 1310
RT 22112 . 22" 1%2" 18 1465
RT 24112 24" 1%2" 18 1465
I) Rafter ties longer than 24"have the same allowable load =
with the same number of nail
2) TW twisted ties have the same allowable loads.
Candido Font, PE, Sr. Product Control Examinee
' ;a.,`f?•4=.ten ,n
Product Control Division
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At2Ut' ,7 i1 t). 6438 Minor Lin^ , ca�zh�Y Pii a}�i , r tunic<: t)�17,E
APRIL 13,
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L G Lott, in P.loc': 5, of DAMS MANOR, ccordinc.{ to the "Plat
ttiereoti a recorded in flat Doc,!: a1 , of Page Al, of the Public RPcarc7n of
Dade, Count}, 'Florida.
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PROPERTY LOCATED IN FLOOD .,ONI': .�, Panel 1 Q27 J, D« ,e of Firmc March 2, 2 , 9.
Note:• all ele��atioris. shown rifer to National Geodetic Vertical Datum of 1929."
_�' "� Bench Mark us'e Nu SC--34, ••.pith elevation: 9.62. ' at Sun,;nt and Ludlam'
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>!o Sec# 1r 472.027 TLDR17t A VARIMS and ant m 21 AW 6
- .
8341 Sunset Drive
Miami , . Florida ,33143
hhottc� (305 ) 5960888
t3c'a�a�¢�c!d ndr Su.rueyoz /ti'" 2895
i yn'C o% Sri
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