520 NE 102 St (14)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date Job Address S 2- )' L • 10 - S /Tax Folio II —31 " 0 1 -01
Legal Description L r ` O, MI /tvM I ' kkYtb'S, Historically Designated: Yes No
Owner/Lessee /Tenant LIN Q.ArNZOS
Owner's Address k S . �
Contracting Co. 'f AL Co AJ s - Co. 1 I`C- Address 21 S NZ- ( E'
Qualifier .�� +�1 C- t
IC'�L�I �C� ss#
State #1'2( OttOO47
Architect/Engineer C ` E • i\k<TrAft. Address
Bonding Company
Mortgagor
Permit Type (circle o e): BUILDIN
WORK DESCRIPTIO
Square Ft.
My Commission Expires:
FEES: PERMIT
Municipal #
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.)
Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I
certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate
permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable
laws regulating construction and zoning. Furthermore, I authorize the above -n• ed actor to do th- wor tated.
ail 16 ,,
Ai. Aor
ot. ' as to Owner an. .r Condo President Date
• �`� %%I p�'�i
Martin-Thomas
� Commission # CC 787384
_ b � Expires NOV. 1, 2002
%; ATLANTIC BONDING CO . I
✓ RADON
APPROVED:
Zoning Building
Mechanical
Address
ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE
0/0 OF FI0! 84 120
NL-E) SHOP V 4 \J -V S OF TQOSSE S t3�PO QE TIE .BA IIA '' 4 V %
Estimated Cost (value)
1 i
NC.
�1 " Q l , q°
C.C.F. '
Master Permit #
Phone 3 0 S - 111' - 9 if9/
( hone 3OS n3-410 I
Competency #
1 g " qD • W_
Address
Notary as to Contractor or • wrier- Builder
My Commission ExpirYaw Martin 1 homas
Commission # CC 787384
-4 ti;
_� .,; Expires NOV. 1, 2002
' �� i n`�� � • ATLANTIC BONDING CO.. INC.
NOTARY 0 BOND 3 o a
Ins. Co.
TOTAL DUE
SIGN
5 o c- s - -4`
FRA Zo s.4
f !'14TAV7 s caa ��� r��G .Y.
E
tJILD :NC AND Z: 1 INN DEPART
:0053 N. E. and AV ILE
Pt. (3C5; 795-2204 :AX: ( 33S) 7
=DING PERMIT /CONTRACTORS REGISTRATION C:3E CIS:
C:py of STATE CF FLORIDA CERTIFICATION (DPER) 1r STATE REGISTRATION
AND DADE COUNTY COMPETENCY LICENSE_
Coos of current OCCUPATIONAL LICENSE - :cm county or :municipality where
business is located.
Certificate of Insurance for LIABILITY (addressed to Miami Shores
Village).
Ca tificate of Insurance for WORKER'S CLIP (addressed to Miami
ShoresVillage) or if exempt
State of Florida LES Form BC4 -204, Construction Indust_. Notice of
Election to be Exempt.
PLEASE SUBMIT EVERYTHING CHECKED OFF
Permit Application (signed by person performing the work, licensed
contractor and the property owner, both signatures notarized).
Two sets of plans /drawings signed and sealed by registered architect or
engineer. Occupancies by Group Classification must be on plans and
permit application. All plans must include folio number and property
address.. Amended plans, in addition to the above, must also include the
permit number.
Structural Calculations signed and sealed by architect or engineer when
applicable.
Cu -rent survey of the property.
Certificate of Elevation signed and sealed by Surveyor.
tti\ Substantial Improvements Checklist (contractor or owner).
TWo sets of energy calculations.
TWO sets of signed & sealed Truss Plans (Engineer).
ZGVtir9
DADE County or to of Florida Products Approvals for roof materials,
sheds, wind -- '-.•_ for /garage doors, aluminum carports, scree.
enclosures A ings, skylights, french ' ors and etc.
Approvals from HRS, DADE County Impact Fee Section, Fire Departtmen
Health Department (when applicable) . DERM
Warranty Deed ar Other Proof of Ownership if necessary.
Structural Review fee Q) J - ,
Flood Elevation
Af C__
[M FG ,
1 il a vl y
may IS '98 11:15
r`1#1r
PERMIT NO. TAX FOLIO NO.
STATE OF FLORIDA:
COUNTY OF DADE:
2. Description of Mttprnve
3: Owners) name and address:
Name and address of fee simple titleholder:
4. Contractors name and address: 1R l i
2i T Ki. {Z .
5. Surety:(Payment bond required by owner from eon
Name and address:
Amount of bond $
6. Lenders name and address:
smxa.
Sworn to and subs
Notary Public
My Commission - Expires
NOTICE OF COMMENCEMENT
L
1,VA
"r uk-, Martin Thomas
' .Commission # CC 787384
ss = Expires NOV. 1, 2002 •
% "' . • BONDED THRU
grr.,,,n' • Al1ANTIC BONDING CO., INC
FF;
(t •32.o(. -- C 7 -r) 1
998350013 1999 JUL 07 13:53
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accor ancb nth
Chapter 713. Fonda Statutes. the following information is provided in this Nouca of Commencement.
1. Legal description of property end street address: 52 F S T
•S„;
Interest in property: DU) &i t L
us— ra.iC -rt oK3 Go . ( Ax
S r .,.rift E OF FLORIDA, COUNTY OF DADE
-bfEBY CERTIFY that this is a tr co y of rho
original Mod In this office on rJa,
7. Persons within the S - of Florida designated by Owner upon whom notices or other documents may be se
. by Section 7 13.13(1)(8)7., Florida Statutes.
Name and address:
8. In addition to himself. Owner designates the following person(s) to rece a of the Lienors Notice as
cePY provided In Sao-
tion 7 13.13(1)(b). Florida Statutes.
Nerve and address:
9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a
different dal is specified)
2 ( 5
P. 1
ounty Courts
D.C. .
PROJECT NAME:
AND ADDRESS:
FIZAtJ 2_05 , ATJDITI co 1 ..,1
BUILDER: S T2S.1Z- CO1•JST20
GTI C t.....] t
CLIMATE
5'20 NI E 10'2, T. "
PERMITTING
OFFICE: AMI S►4oQt~ S
MI
ZONE: 7 8 A% '
n n
MIAMI ' St- 1U[ZE S i - L .
MIAMI
OWNER: jou issi TeAIJ 20.5,2s,
PERMIT NO.: 1 1 1 1 I 1
JURISDICTION NO.: 2 o
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
FORM 600C -97 . Residential Limited Applications Prescriptive Method C SOUTH 7 8 9
Small Additions, Renovations & Building Systems Department of Community Affairs
Compliance with Method C of Chapter 6 of the Florida Energy Efficiency Code may be demonstrated by the use of Form 600C-97 for additions of 600 square feet or less, site- installed components
of manufactu homes and renovations to sin and multifamily residences. Alternative methods are provided for additions by use of Form 6008-97 or 600A -97.
SMALL ADDITIONS TO EXISTING RESIDENCES (600 Square feet or less 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 heating equipment efficiency levels must be met only when equipment is installed
specifically to serve the addition or is being installed in conjunction with the addition construction. Components separating unconditioned spaces from conditioned spaces must
meet the prescribed minimum insulation levels. RENOVATIONS (Residential buildings undergoing renovations costing more than 30% of the assessed value of the building).
Prescriptive requirements in Tables 6C -1 and 6C -2 apply only to the components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS. Only site -
installed components and features are covered by this form. BUILDING SYSTEMS Comply when complete new system is installed. Please Print CK
1. Renovation, Addition, New 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 = L2eo1 89 S A E14 ST.
b. Tint, film or solar screen..
7. Percentage of glass to floor area
8. Floor type and insulation:
a. Slab -on- grade (R- value)
b. 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 •R- 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. strip, natural gas, L.P. 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: elec., natural gas, other, existing, none)
* Pertains to manufactured homes with site installed components.
I hereby certify that the •tans and specificati . s covered by the calculation are in Review of plans and specifications covered by this calculation indicates compliance
compliance with the Flo ' •a Ene .y Cod p with the Florida Energy Code. Before construction is completed, this building will be
PREPARED BY: �, DATE: ~ f ' " O ' 9' nspected for compliance in accordance with Section 553.908, F.S.
1 hereby certify that i but .' g is in co , may* a with the Florida Energy Cede BUILDING OFFICIAL'
OWNER AGENT:
1. ,1S17D ITlO F.1
2.
3.
4. 555
5. 2 -.1'
Single Pane Double Pane ..
6a. I1Er (l, sq. ft. sq. ft.
6b. sq. ft. ' ' sq. ft.
7. 12 %
8a. R= lin. ft.
8b. R= sq. ft.
8c. R= sq. ft.
8d. R= sq. ft.
8e. R= sq. ft.
9a -1 R= 0 354' sq. ft.
9a -2 R= sq. ft.
9b -1 R= sq. ft.
9b -2 R= 11 (00 sq. ft.
9c
10a. R= ' 3C7 ? q7 s ft.
10b. R= sq. ft.
11. Type: C E 011
SEER/EER: 11. 0
12. Type: E aSC. . .S'i'ft.( P
HSPF /COP /AFUE:
13a.
13b.
14. Type: ThXI S
EF:
DATE: DATE:
Revised 1998
Maximum percentage glass to floor area allowed is selected by type, overhang length, and shading coefficient. Maximum% = ',f ) Installed % =
GLASS TYPE, OVERHANG, AND SHADING COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED
• UP TO 20%
UP TO 30%
UP TO 40%
UP TO 50%
Single
Double
Single
Double
Single
Double
Single
Double
OH - SC
OH - SC
OH-
OH - SC
OH - SC
OH - SC
OH - SC
OH - SC
1 1.0 •
0 " -.86.
0'- .90
%2 1
c .86
0 .65
1'- .90
0 " -.70
3'- 1.0
2 " -.86
1"- .65
0'- .45
2'- .90
1 " -.70
0'- .50
4 "- 1.0
3' -.86
2'- .65
1'- .45
0 " -.35
3 "- .90
2' -.70
1 .50
0 "- .40
SHGC or SC may
be obtained from the manufacturer. Single clear SC = 1.0, double clear SC = .90, and single tint SC = .86. SHGC :.87 =SC
TABLE 6C -3 MINIMUM REQUIREMENTS FOR ALI. PACKAGES
COMPONENTS
SECTION
REQUIREMENTS
CHECtS,
/ ✓
Exterior Joints & Cracks
606.1
To be caulked, gasketed, weather- stripped or otherwise sealed.
Exterior Windows & Doors
606.1
Max. 0.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area.
✓
Sole & Top 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 altematives allowed).
,a
Multi -story Houses
606.1
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.
2
Combustion
Heating
606.1
Combustion space and water heating systems must be provided with outside combustion air,
except for direct vent appliances.
1/�
II
Water Heaters
612.1
Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric)
or cutoff (gas) must be provided. External or built -in heat trap required.
v
Swimming
Pools & Spas
612.1
Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a
pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78 %.
. rD
"'f
Hot Water Pipes
612.1
Insulation is required for hot water circulating systems (including heat recovery units).
V
Shower Heads
612.1
Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG.
Ntp
HVAC Duct
Construction,
Insulation & Installation
610.1
All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached,
sealed, insulated and installed in accordance with the criteria of Section 610.1. Ducts in attics must be
insulated to a minimum of R -6.
(/
HVAC Controls
607.1
Separate readily accessible manual or automatic thermostat for each system.i
Climate Zoiriis 7 8 9
TABLE 6C PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDRtONS (600 Sq. Ft. and Leas), RENOVATIONS TO EXISTING BUILDINGS AND SITE INSTALLED COMPONENTS OF MANUFACTURED HOMES.
COMPONENT
0)
J
-J
CC
0
O
u.
U
0
Concrete Block .
Frame, 2' x 4'
Frame, 2' x 6'
Common, Frame
Common, Masonry
Under Attic
Single Assembly; Enclosed
Frame
Metal Pans
Single Assembly; Open
Common, Frame
Slab -on -grade
Raised Wood
Raised Concrete
Common, Frame
In unconditioned space
In conditioned space
MINIMUM
INSULATION
R -5
R -11
R -19
R -11
R -3
R -30
R -19
R -13
R -10
R -11
No Minimum
R -11
R -5
R -11
R -6
No minimum
INSULATION
INSTALLED
12.
CL
TABLE 6C-2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY
EQUIPMENT
_<
.3 •
Central NC - Split
- Single Pkg.
Room unit or PTAC
Electric Resistance
Heat pump - Split
' - Single Pkg.
Room unit or PTHP
Gas, natural or propane
Fuel Oil
Electric Resistance
Gas; Natural or L.P.
Fuel Oil
MINIMUM
EFFICIENCY
SEER = 10.0
SEER = 9.7
EER = 8.5*
ANY
HSPF. = 6.8
HSPF = 6.6
COP = 2.7
AFUE = • .78
AFUE = .78
EF = .88
EF = .54
EF = .54
INSTALLED
EFFICIENCY
SEER = 11 0
SEER =
EER =
HSPF =
HSPF =
HSPF/ =
COP
AFUE =
AFUE =
EF = FLTj
EF =
EF =
7 2-
See Table 8-3, 8.7
GENERAL DIRECTIONS:
1. On Table 6C -1 indicate the R -value of the insulation being added to each component and the efficiency levels of the equipment being installed. All R- values and efficiencies installed must meet or exceed the minimum values
fisted. Components and equipment neither being added nor renovated may be left blank.
2. ADDITIONS ONLY. Determine the percentage of new glass to conditioned floor area in the addition as follows. Total the areas of all glass windows, sliding glass doors and glass door panels. Double the area of all non -
venical roof glass and add it to the previous total. When glass in existing exterior walls is being removed or enclosed by the addition, an amount equal to the total area of this glass may be subtracted from the total glass area.
Divide the adjusted glass area total by the conditioned Boor area of the addition. Multiply by 100 to get the percent. Find the largest glass percentage under which your calculated percentage falls or. Table 6C -2. Prescnptives
are given by the type of glass (Single or Double pane) and the overhang (OH) paired with a shading coefficient (SC). For a given glass type and overhang, the minimum shading coefficient allowed is specified. Actual glass
windows and doors previously in the exterior walls of the house and being reinstalled in the addition do not have to comply with the overhang and shading coefficient requirements on Table 6C -2. All new glass in the addition
must meet the requirement for one of the options in the glass percentage category you indicated. The overhang (OH) distance Is measured perpendicularly from the face of the glass to a point directly under the outermost edge
of the overhang.
3. RENOVATIONS ONLY. Replacement glass needs to meet the following requirements. Any glass type and shading coefficient may be used for glass areas which are under at least a two foot overhang and whose lowest
edge does not extend further than 8 feet from the overhang. Glass areas being renovated that do not meet this criteria must be either single -pane tinted, double -pane dear or double -pane tinted.
4. BUILDING SYSTEMS. Comply when new system is installed tor system installed.
5. Complete the information requested on the top hall of page 1.
6. Read 'Minimum Requirements for Small Additions and Renovations', Table 6C-3, and check all applicable items.
7. Read, sign and date the 'Owner /Agent certification statement on page 1. •
F 1.
PRODUCT CONTROL NOTICE OF ACCEPT
Yale Ogren Manufacturing Co., Inc.
671 West 18 Street
Hialeah FL 33010
Your application for Product Approval of:
. "La Francais" Aluminum Outs-wing French Door with
under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and
Types of Construction, and completely described in the plans, specifications and calculations as submitted
Applicant, along with Drawing No. W97-18, Sheets 1 tlru 3 of 3.
has been recommended for acceptance by the Building Code Compliance office to be used in Dade
County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions
on page 3.
This approval shall not be valid after the expiration date stated below. The Office of Code Compliance
reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for
quality control testing. If this product or material fails to perform in the approved manner, the Code
• Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The
applicant shall re- evaluate this product or material should any ammendments to the 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
product or material fails to meet the requireincnts of the South Florida Building Code. The expense of
such testingivilt be incurred by the manufacturer.
Acceptance No.:97- 0815.09
Expires:07/22 /01
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.
Approved: 07/22/98
Internet mail address: postmasterebulldIngcodeonllne .com
METROPOLITAN DADE COUNTY. FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING COOK COMPLIANCI OFFICE
METRO -DADE RAILER BUILDING
140 WEST FLAOLER STAEET. SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901
FAX (305) 375-2901
DUCT CONTROL DIVISION
(305) 37S -2902
FAX (305) 372-
Raul Rodtigucz
Product Control Supervisor
1 anger,
Director
Building Code Compliance D
Metropolitan Dade County
Homepage: httpi /www.buildingcodoonllne.com
Yana Qgrin Mfg. Co. Inc.
- 2 -
ACCEPTANCE No.: , 97 -0815,09 _
APPROVED • JUL ' 2 2 1903
EXPIRES : 'JUL 2 2 2001
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. SCOPE
1.1 This approves an aluminum outswing French door u described in section 2 of this Notice of
• Acceptance, designed to comply with the South Florida Building Code, (SFBC), 1994 for
Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC
Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings.
• 2. PRODUCT DESCRIPTION
• lel The "La Francais" Aluminum Outswing French Door with Sidelites and its components shall b.
constructed in strict cornplaince with the following document: Drawing No. W97 -18, titled "Alum
French Door w/Sidelites ", Sheets 1 thru 3 of 3, dated 08/05/97, with revision D dated 06/16/98,
signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control
approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade
County Product Control Division. These documents shall hereinafter be referred to as the approved
drawings.
3. •. LIMITATIONS
3.1 This approval applies to single unit applications of pair of doors and single door with sidelites. as
shown in approved drawings. Single door units shall include all components described in the activt
leaf of this approval.
4. INSTALLATION:
4.1 The aluminum outswing French door and its components shall be constructed in strict compliance
with the approved drawings.
4.2 Hurricane protection system (shutters): the ins of this unit will reaulire a hurricane
protection system.
5. LABELING
5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ".
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by two 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 components selected for the proposed installatic
6.13 Any other documents required by the Building Official or the South Florida Building Cc
(SFBC) in order to properly evaluate the installation of this system.
Manu Perez, P.E. Produc rol Exami
Produ ontrol Division
Yale Ogren Mfg: Co. Inc. ACCEPTANCE No.: , • 97 -0111D.49
APPROVED : , .2 2 1998 •
EXPIRES
NOTICE OF ACCEPTANCE: STAIRp 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, arc 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) lithe 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 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, then 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 aid shall be available for
inspection at the job site at all times. The engineer does not need to reseal the copies.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal
of Acceptance.
9. This Acceptance contains pages 1, 2, this fast page 3.
Manuel rerez, r.
Produntrol Division
END OF THIS ACCEPTANCE
•1 r. x ;• IIS
FRAME sJ PER CORNER
FRAME IcM(n CDRN�R
tHRiAO:D 900
POMP:. RAT(
11.1
DOOR L t. CORNFR
DDDU OM 6 /15' Milan CIA
NOMINAL DINS. Im0N IOAD - PV
I8.» KkA1 lc✓ 1/1010 Ext. 5,1
6/9 C/5 911 INN
):0 MO 515
5M 1/6 046 i N •
1/0 _ 76• 1 755
AL UH SVIN DOOR W111[ S!DRI1?CS
CO)NPARATIVE ANALYSIS CHART
9aS(D 011 Rl -16! or 06 - 15.97
1 9$1 sac . 170'. R 9$ -) /a' (oxt)
OM* 10 - -70.0. - 70.0 P9(
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!(5190 OtASS • 3 /%S 1(1
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' S1((,
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owe tuns 10 sum, 3/46" tl1Rt9D CUSS.
s(X nts to war. t /.• ((11916(0
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M IAM I-DADE
PRODUCT CONTROL NOTICE OF A
Sunshine Windows Manufacturing, Inc.
1745 W. 33 rd Place
Hialeah FL 33012
ACTOR ENFORCEMENT SECTION
(305) 375 -2966 FAX (305) 375 -2908
PRODUCT CONTROL DIVISION
Your application for Product Approval of (305) 375 -2902 FAX (305) 372 -6339
Series 2000 Aluminum Single Hung Windows - Non Impact & Impact Resistant
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 approval shall not be valid.after the expiration date stated below. BCCO reserves the right to secure this
product or material at anytime from a jobsite or manufacturer's plant for quality control testing.
If this product or material fails 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 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.:98- 1222.02
Expires:04/22/2002
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
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.
Approved: 04/22/1999
Internet mail address: postmaster ®buildingcodeonline.com
MIAMI - DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO -DADE FLAGLER BUILDING
FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
05) 375-2901 FAX (305) 375-2908
ACTOR LICENSING SECTION
5) 375 -2527 FAX (305) 375 -2558
Raul Rodriguez
Chief Product Control Division
Odn,
rancisco Quintana, R.A.
Director
1 of 3 Miami -Dade County
Building Code Compliance Office
Homepage: http : / /www.buildingcodeonline.com
Sunshine Windows Manufacturing, Inc.
2 of 3
ACCEPTANCE No.:
APPROVED
EXPIRES .
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
98- 1222.02
'NOS 221999
APR 2 2 2002
SCOPE
This approves an aluminum single hung window, 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 pressure requirements, as determined by SFBC
Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION
2.1 The Series 2000 Aluminum Single Hung Window — Non - Impact & Impact Resistant and its
components shall be constructed in strict compliance with the following documents: Drawing No
SH98 -04, titled "Series 2000 Aluminum Single Hung Window" Sheets 1 through 5 of 5, dated
3/25/99, signed and sealed by Francisco Hemandez, P.E., bearing the Miami -Dade County Product
Control approval stamp with the Notice of Acceptance number and approval date by the Miami -
Dade County Product Control Division. These documents shall hereinafter be referred to as the
approved drawings.
3. LIMITATIONS
3.1 This approval applies to single unit applications only, as shown in approved drawings.
3.2 For Design Pressure Rating vs. Window Size for the different window options, see "Comparative
Analysis Chart" tables in approved drawings.
4. INSTALLATION
4.1 The aluminum single hung window and its components shall be installed in strict compliance with
the approved drawings.
4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane
protection system or not, see corresponding table in approved drawing.
5. LABELING
5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ".
6. BUILDING PERMIT REQUIREMENTS
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 components selected for the proposed installation.
6.1.3 Any other documents required by the Building Official or the South Florida Building Code
(SFBC) in order to properly evaluate the installation of this system.
Manu Perez, P.E. Product P • n ' of Examiner
Prod u t Control Division
Sunshine Windows Manufacturing. Inc.
Manuel
Product
END OF THIS ACCEPTANC
3 of 3
ACCEPTANCE No.: 98- 1222.02
APPROVED APR 2 2 1999
EXPIRES APR 2 2 2002
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, then 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 •age 3
ez, P.E. Product Contro ` xaminer
ontrol.Division
METRO.OAOE
PRODUCT CONTROL NOTICE OF AC E
Southeastern Metals Manufacturing Co., Inc.
11801 IndustlY — Drive
Jacksonville FL 32226
Your application for Product Approval of:
20 ga. Galvanized Steel Storm Panels
under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and
Types of Construction, and completely described in the plans, specifications and calculations as submitted by:
Applicant, along with Drawing No. 96- 20GA01, Sheets 1 and 2 of 2. (For listing, see
Section 8 of this Notice of Acceptance)
has been recommended for acceptance by the Building Code Compliance office to be used in Dade
Coun ' , Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions
"on pa a 3.
This approval shall not be valid after the expiration date stated below. The Office of Code Compliance
reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for
quality control testing. If this product or material fails to perform in the approved manner, the Code
Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The
applicant shall re- evaluate this product or material should any ammendments to the 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
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.: 96-0606.05
au ' o• guez
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.
Expires:10 /10/99
Approved: 10 /10/96
METROPOLITAN DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
SUITE 1603
METRO DADE FLAGLER BUILDING
140 WEST FLAGLER STREET
MIAMI, FLORIDA 33130 -1563
(305) 375-2901
FAX (305) 375.2908
INTERNET: mdcc0l @shadow.net
PRODUCT CONTROL SECTION
(305) 375-2902
FAX (305) 372 -6339
s anger,
Director
Building Code Compliance Dept.
Metropolitan Dade County
Southeastern Metals Manufacturing Co. Inc. ACCEPTANCE NO.: 96 0606,05
APPROVED
EXPIRES
NOTICE, OF ACCEPTANCE: SPECIFIC CONDITIONS
1. DESCRIPTION
1.1 Thisspproves a 20 ga. steel storm panel designed to comply with the South Florida Building Code,
1994 Edition for Dade County, for the locations where the pressure requirements as determined by
ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not exceed the Design
Pressure Rating values in Section 7 and within the limitations contained in Section 3.
2. MATERIAL CHARACTERISTICS
2.1. The storm panels shall be constructed as indicated on approved Drawing number 96- 20GA01, Sheet
1 of 2 , using 20 ga. steel, (min. thickness .035 "), structural grade ASTM A653 Grade 37, (Fy = 37
ksi min.), Coating: Hot -Dip Zinc - Coated Galvanized ASTM A525, Reg. Spang. G60.
2.2 Panels are rolled formed, have a nominal width of 13.00" and a total width of 15.57 ", forming
1.375" deep ribs.
2.3 . Components shall be aluminum alloys 6063 -T6, 2.81" x 1.475" x 0.25" special shape- header, 2.0" x
1, 2.0" x .125" studded angle.
2.4 " Tested specimen:
Dimensions:
54.5" wide x 86" long overall - 3 specimen for impact and cyclic load
56.25" wide x 68" long overall - 1 specimen for impact and cyclic load
54.5" wide x 86" long overall - 1 specimen for wind load
3. LIMITATIONS
3.1 The following mounting conditions shall be limited to a Maximum Design Pressure rating of
+ 71.5 & - 55.0 PSF and a Maximum Panel Span/Height of 7' -2" or (86 "); Detail A- Wall Mount
(Direct Mount System), Detail B - Header / Studded Angle Mount System, Detail C & E - Studded
Angle / Top & Bottom Mount, as shown on, Drawing number 96- 20GA01, Sheet 2 of 2.
3.2 Minimum separation to existing glass to protect shall be 2 5/8" as shown on Drawing number
96- 20GA01. Sheet 2 of 2.
3.3 Maximum clearance between top of panel and inside of header shall be 1/4" .
- 2 -
: OCT 1 0 1996
OCT 1 0 1999
aaal
Manue Perez, P.E. - Plans
Product Control Division
iner II
ACCEPTANCE NO.: 96 0606.05
APPROVED
EXPIRES
•
•
•
•
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
OCT 1 0 1996
OCT 1 0 1999
4. INSTALLATION
4.1 -Thepanels shall be installed only in the following condition (all installations shall include 1/4" x 1"
sidewalk bolt w /steel spring nut at midspan to secure each lap joint):
4.1.1 Direct Wall Mounts:
(CONCRETE /MASONRY/WOOD): The panels are secured directly to the wall at the head
and sill, with 1/4" x 2" Elco Panel Mate Masonry Bolt with one 1/4" galv. washer and washered
winged nut spaced at 13" o.c. (concrete, masonry or wood) Qr 1/4 " -20 xl" hex head bolt with 1/4" 4
Anchor spaced at 6.5" o.c. (concrete or masonry) or 1/4 " -20 xl" sidewalk bolt with 1/4" 4 Anchor
spaced at 6.5" o.c. (concrete or masonry) a1/4 " -20 x 1" wood bushing with 1/4 " -20
x 1" hex head bolt SS spaced at 6.5" o.c. (wood) 4I 1/4 " -20 x 1" wood bushing with 1/4 " -20 x 1"
sidewalk bolt 3/4" spaced at 6.5" o.c. (wood), as detailed on Drawing number 96- 20GA01, Sheet 2
of 2, bearing the Dade County Product approval stamp.
4.1.2 Wall Mounts:
(CONCRETE /MASONRY/WOOD): The panels are secured to an 'H'- header (Part 2), at the
head and attached with any of the fasteners used in section 4.1.1 (A) or 1/4" x 2 1/4" Tap Con with
Hex head screw , 1 1/2" min. embedment spaced at 6.5" o.c. (concrete or masonry) Qt 1/4"4) wood
lag with 1 1/2" min. embedment (wood) . The sill is a studded angle secured with the same anchors
as the head or 1/4" x 1 1/2" concrete drive nail with expansion anchor. spaced at 6.5" o.c. (concrete).
Studded angle may substitute the 'H'- header using all the anchors approved for the sill studded
angle, as shown in detail "C ", Drawing number 96- 20GA01, Sheets 2 of 2.
4.1.3 Built -Out Mounts;
(CONCRETE /MASONRY/WOOD FRAMED ): The mounting conditions of sections
4.1.1 and 4.1.2 may be installed on a 2" x 4" x 0.125" Alum. Tube or 2" x 4" P.T. wood for stud
framing which is spaced at 16" o.c. to 2" x 6" P.T. wood for stud framing which is spaced at 24"
o.c. Anchoring of built -out shall be with 2 1/4" 4) x 4 1/2" Lag Screw spaced at max. 24" o.c. with
min. 1 3/4" embedment into center of studs.
4.1.4 Any combination of the above..
4.2 Anchorage of the shutters shall be to concrete, masonry and/or wood framing and shall consist of
only the anchors specified on Drawing number 96- 20GA01, Sheets 1 and 2 of 2. Substitution of .
anchor type or indicated embedment is unacceptable
43 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have
adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered
compatible shall be properly protected.
4.4 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in
use, must be protected against corrosion, contamination and damage at all time.
2a -
Man el Perez, P.E. - Plans :s.. finer I1
Product Control Division
Southeastern Metals Manufacturing Co_ Inc. ACCEPTANCE NO.: 96- 0606.05
5. IDENTIFICATION
5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Dade County Product Control Approved ".
5.2 Also a Warning Note shall be permanently labeled at each opening to be protected or, in the case of
direct mounted panels with no header and sill, each panel shall have a legible permanent marking in
each panel advising the home owner or tenant that the storm panels will not offer hurricane
protection unless all reinforcing_bolts and/or straps are properly installed.
6. USE
6:! Application for building permit shall be accompanied by two copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Completely dimensioned drawing showing size and location, including height above grade, • .
of openings to receive shutters; mean roof height, length and width of building.
6.13 Duplicate prints of approved Drawing number 96- 20GA01, Sheets 1 thru 2 of 2, bearing the
approval stamp, Notice of Acceptance number and date by Dade County Product Control
Section, clearly marked to show the components selected for the proposed installation.
6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirements of the
opening in which it is to be installed.
APPROVED
EXPIRES : OCT 1 0 1999
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
OCT 1 0 1996
Man el Perez, P.E. - Plans . iner I1
Product ontrol Division
TEST
TEST LOAD
DESIGN LOAD
Deflection
LARGE MISSILE IMPACT TEST
SFBC PA 201 -94 (86" Span)
SATISFACTORY
CTC 96 -020
Max.
2.375"
CYCLIC WIND PRESSURE TEST
SFBC PA 203 -94 POSITIVE
+71.5 PSF
CTC 96 -020
+55.0 PSF
CTC 96 -020
CYCLIC WIND PRESSURE TEST
SFBC PA 203 -94 NEGATIVE
-55.0 PSF -
CTC 96 -020
-71.5 PSF
CTC 96 -020
UNIFORM STATIC AIR PRESSURE TEST
S(BC PA 202 -94 POSITIVE (86" Span)
+82.5 PSF
CTC 96 -020
+55.0 PSF
CTC 96 -020
Max.
0.86"
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 NEGATIVE (86" Span)
-107.3 PSF
CTC 96 -020
-71.5 PSF
CTC 96 -020
Design Pressure Rating
(less than 86" Span)
+55.0 PSF
-71.5 PSF
Southeastern Metals Manufacturing Co. Inc. ACCEPTANCE NO.: 96 0606.05
APPROVED : OCT 1 0 1996
EXPIRES : OCT 1 0 19 9 9
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
7. TESTS ?ERFORMED:
r - .
TESTS
RESULTS:
8. EVIDENCE SUBMITTED
8.1 Tests:
8.1.1 Test report on: Uniform Static Air Pressure Test, per SFBC PA 202
Large Missile Impact Test, per SFBC PA 201
Cyclic Wind Pressure Test, per SFBC PA 203
prepared by Construction Testing Corporation of South Florida, Report No. CTC -96 -020 dated May
18, 1996, signed and sealed by Christopher G. Tyson, P.E.
8.2 Drawing: •
8.2.1 Drawing No. 96- 20GA01, Southeastern Metals Manufacturing of South Florida, "20 Gauge
Galvanized Storm Panel SystemTM, Sheets 1 thru 2, darted 4/17/96 with Revision No. 1, dated 9/6/96,
signed and sealed by Dole J. Kelley, P.E.
8.3 Material certification:
83.1 Mill Certified Inspection Report issued by USX Corp., U.S. Steel Group division, dated
6/4/96 with chemical composition and mechanical properties for galvanized steel, ASTM A653 -95.
8.3.2 Certified Tensile Test Report from independent lab QC Metallurgical, Report Number
6DM -1113 dated 5/3/96 for 20 Ga. steel.
8.4 Calculations:
8.4.1 Anchor analysis dated 5/6/96, Pages 1 through 13, prepared by Southeastern Metals
Manufacturing of South Florida, Inc., signed and sealed by Dole J. Keller,
Man el Perez, P.E. - Plans . iner II
Product Control Division
- 2c-
. Southeastern Metals Manufacturing Co. Inc, . ACCEPTANCE NO.: 0 6 - 4 6 46 O
OCT 1 0 1996
: OCT 1 0 1993
APPROVED
EXPIRES
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the ori?inil
submitted documents, 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: "Dade County Product Control Approval ", 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.
4.1' 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.
S. 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 purposes.
6. The Notice of Acceptance number preceded by the words 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, then 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
copies need not be resealed by the engineer.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance.
9. This Acceptance contains pages I, 2, 2(a) through 2(c) and this last page 3.
. • 1.1 ' I S a l a i ,
10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For
multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section.
11. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of
fasteners in all other parts of the frame, shall be as indicated in Section 4 of this Notice of Acceptance, but in no case
shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or
stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or
plastic shields or pins shall be used for anchoring.
12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter the South
Florida Building Code.
END OF THIS ACCEPTANCE
- z
Man el Perez, P.E. • Plans
Product Control Division
incr II
ti
iii
PRODUCT CONTROL NOTICE OF A
Sunshine Windows Manufacturing, Inc.
1745 W. 33 rd Place
Hialeah FL 33012
Your application for Product Approval of:
Aluminum Tube Mullions
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 approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at anytime 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 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.:99- 0202.10
Raul Rodriguez
Chief Product Control Division
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COMMITTEE
Expires:01 /25/2002
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.
Approved:03 /18/1999
Internet mail address: postmaster @buildingcodeonline.com
MIAMI - DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
05) 375-2901 FAX (305) 375 -2908
RACTOR LICENSING SECTION
05) 375 -2527 FAX (305) 375 -2558
CTOR ENFORCEMENT SECTION
(305) 375 -2966 FAX (305) 375 -2908
PRODUCT CONTROL DIVISION
(305) 375 -2902 FAX (305) 372 -6339
rancisco Quintana, R.A.
Director
1 of 3 Miami -Dade County
Building Code Compliance Office
Homepage: http : / /www.buildingcodeonline.com
Sunshine Windows Manufacturing, Inc
•
2of3
ACCEPTANCE No.: 99- 0202.10
APPROVED MAR 1 8 1999
EXPIRES : January 25, 2002
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. SCOPE
1.1 This renews the Notice of Acceptance No. 96- 1203.03, which was issued on January 6, 1997. It
approves a structural mullion system, as described in Section 2 of this Notice of Acceptance,
designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County,
for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not
exceed the Design Pressure Rating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION
2.1 The Suns /tine Windows Aluminum Tube Mullions and its components shall be constructed in
strict compliance with the following documents: Drawing No. M95 -15F, titled "Mullion Details ",
prepared by Al- Farooq Corporation, dated November 17, 1995, revised on November 25, 1996,
sheets 1 through 3 of 3, bearing the Miami -Dade County Product Control Approval stamp with the
Notice of Acceptance number and approval date by the Miami -Dade County Product Control
Division. These documents shall hereinafter be referred to as the approved drawings.
3. LIMITATIONS
3.1 The design pressure for the mullion and anchor selected must each meet or exceed the pressure
requirement for the opening in which it is to be installed.
3.2 This approval applies to structural mullions to be installed vertically, as shown in the approved
drawings.
3.3 Mullions are to be used only to support Windows and Doors, with a current Notice of Acceptance.
4. INSTALLATION
4.1 The structural mullion system and its components shall be installed in strict compliance with the
approved drawings.
4.2 This mullion cannot be installed as part of an impact resistant unit.
5. LABELING
5.1 Each panel shall bear a permanent label «ith the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ".
6. BUILDING PERMIT REQUIREMENTS
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 components selected for the proposed installation.
6.1.3 The Notice of Acceptance of each window or door to be attached to the mullion.
6.1.4 Any other documents required by the Building Official or the South Florida Building Code
(SFBC) in order to properly evaluate the installation of this system.
/ / /. .._�:!Z!�_
Manu I erez, P.E., Produ
Product Control Division
ontrol Examiner
.Sunshine Windows Manufacturing, Inc
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 documents, 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 manufacturers name, city, state, and the
following statement: "Miami -Dade County Product Control Approval ", 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
purposes.
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, then 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 through 3.
END OF THIS ACCEPTANCE
3 of 3
ACCEPTANCE No.: 99- 0202.10
APPROVED : MAR 1 8 1999
EXPIRES : January 25, 2002
Manu rez, P.E., Producttrol Examiner
Product Control Division
4 .
Manufacturers of Engineered
Roof Trusses
9500 N.W. 79th Ave. - Hialeah Gardens. FI. 33016
NMI. WA 10111.111111/2,211211/11
822 - 0020/21
BUILDER'S NAME JOHN FRANZOSA
OWNER JOHN & LYNN FRANZOSA
SITE 520 NORTH EAST 102 nd STREET
LEGAL
PERMIT#
MIAMI SHORES,FLORIDA
__= <<<<ACES -32 Ver. 1.1>>>>
Customer : FRANZOSA
. Project #: 6439
Span : 26 -4
==-81d(7/22/1998),v1.1
1 -2= -4290
2- 3 = -3919
3- 4 = -2815
4- 5 = -2815
5-6= -3919
6- 7 = -4290
PROVIDE FOR
PROVIDE FOR
PROVIDE FOR
PLATE OFFSETS
1 1-8 1
4X7
1
LOADING (PSF)
L D
TOP 15
BOTT 30 10
7 -8= 4139
8 -9= 3500
9 -10= 3500
10 -1= 4139
990 LBS UPLIFT AT JOINT 1 (0.62)
990 LBS UPLIFT AT JOINT 7 (0.62)
47 LBS HORIZ. REACTION AT JOINT 1
(X= LEFT,Y= TOP):[j9 =4,2],
5 -1 -5
5 -1 -5
7 -1 -8
• I
7 -1 -8
L. HL TO PK:13 -6 -14
-LEFT HEIGHT:0 -3 - 14
FORCES - GRAVITY LOADS
2- 10 = -401
3 -10= 459
3- 9 = -887
4 -9= 1003
5- 9 = -887
5-8= 459
1 9-1-11
4 -0 -5
2
[ 000425 ] <<< <ROYAL- TRUSS>> >>
Thu Jul 8 22:54:23 1999
Truss ID : T1 Family # : 1Q8
Quantity : 5 Top Pitch : 3/12
10
3X4
SPAN:26 - 4
13 -2
4 -0 -5
3X4 4 3X4
1X4 3 5 1X4
6
13 -2
6 -0 -8
17 -2 -5
4 -0 -5
4X4
9
5X8
6 8 = - 401
21 -2 -11
4-0-5
8
RISE:3 -7 -6
3X4
REACTIONS - SIZE
1 = -1595 8.00
7 = -1595 8.00
26-4, 1 1 -8
0
FIDIAS F. FLAMER P.E.
14801 S.W. 89 AVENUE
MIAMI, FL 33176 -8030
305 -233 -1664
STRUCTURAL ENGINEER
FLORIDA REGISTER #23C70
4X7
7
19 -2 -8 1 26 -4 1
6 -0 -8 7 -1 -8
R. HL TO PK :13 -6 -14
RIGHT HEIGHT:0 -3 - 14
MAX STRESSES MINIMUM GRADE OF LUMBER
TOP 1 -2 =0.733 TOP CHORD:2X4 No.2ND 19 SP
BOTT LLL.DEFLL. @90934 < L/360 WEBSCHORD:2X4 No.3N191S SP
SP
STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c.
REPETITIVE STRESSES USED NO. OF MEMBERS = 1
TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 12 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,2.00 MI FROM OCEANLINE(ASCE7 -93).
DEFLECTION(IN.) L.L= 0.34,D.L= 0.28,T.L =0.
PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN)
THISEDESIGNBISIFORATRUSS JOINT.SYMMETRICALLY(EXCEPT AS ALWAYSNREQD) CONSULTEBLDGUARCHITECTOORNENGINEER
* === <<<<ACES -32 Ver. 1.1>>>> [ 000426
Customer : FRANZOSA !�
Project #: 6439 Truss ID : H9)HII
Span : 26 -4 Quantity 1 j
_ = B1d(7/22/1998),v1.1
1 2 = - 4443
2- 3 = -3665
3- 4 = -3973
4 -5= -3973
5- 6 = -3665
6- 7 = -4443
PROVIDE FOR 957 LBS UPLIFT AT JOINT 1 (0.60)
PROVIDE FOR 957 LBS UPLIFT AT JOINT 7 (0.60)
PROVIDE FOR 32 LBS HORIZ. REACTION AT JOINT 1
1 1 -8 4 -6
4 -6
LOADING L (PSF)
TOP 15
BOTT 30 10
7 -8= 4283
8 -9= 4283
9 -10= 3554
10 -11= 3554
11 -12= 4283
12 -1= 4283
9 -0
4 -6
3X4
12
1X4
FORCES - GRAVITY LOADS
2 -12= 87
2- 11 = -752
3 -11= 273
3 -10= 477
4- 10 = -375
5 -10= 477
4X8
3
11
3X4
1 4 -6 1 9 -0 1 13 -2
4 -6 4 -6 4 -2
L. HL TO PK:9 -3 -5
'LEFT HEIGHT:0 -3 -14 SPAN:26 -4
MAX STRESSES
TOP 1 -2 =0.715
BOTT 11 -12 =0.881
LL.DEFL. @10 =0.38
STR.INC.: LOMB = 1.33 PLATE = 1.33
13 -2 I 17 -4 I 21 -10 26 -4 1 11
4 -2 4 -2 4 -6 4
1X4
4
10
3X8
5 -9= 273
6- 9 = -752
6 -8= 87
4X8
5
9
3X4
<<<<ROYAL- T8 2
RUSS > > >> 4:26 1999
Family :314
Top Pitch : 3/12
REACTIONS - SIZE
1= -1595 8.00
7 = -1595 8.00
3X4
8
1X4
FIDIAS F. FLAQUER RE.
14801 S.W..89 AVENUE
MIAMI, FL 33176 -8030
305 -233 -1664
STRUCTURAL ENGINEER
FLORIDA REGISTER #23C7n
1 17 -4 21 -10 26 -4 I
4 -2 4 -6 4 -6
R. HL TO PK :9 -3 -5
RISE:2 -6 -14 RIGHT HEIGHT:0 -3 -14
MINIMUM GRADE OF LUMBER
TOP CHORD:2X4 No.2ND 19 SP
BOT CHORD:2X4 No.2ND 19 SP
< L/360 WEBS :2X4 No.3 19 SP
SPACING : 24.0 in. o. c.
REPETITIVE STRESSES USED NO. OF MEMBERS = 1
TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 12 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,2.00 MI FROM OCEANLINE(ASCE7 -93).
DEFLECTION(IN.) L.L= 0.38,D.L= 0.32,T.L =0.70
PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN)
PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, UBC 94- ICBO,ANSI /TPI95
THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER
1- 2= -11357
2- 3= -10860
3- 4= -12644
4- 5= -13305
5- 6= -13305
6- 7= -12644
PROVIDE FOR
PROVIDE FOR
PROVIDE FOR
PLATE OFFSETS
7- 8= -10860
8- 9= -11357
1800 LBS UPLIFT AT JOINT 1 (0.56)
1824 LBS UPLIFT AT JOINT 9 (0.56)
24 LBS HORIZ. REACTION AT JOINT 1
(X= LEFT, Y = TOP ):[j3= 4,3],[j7= 4,3],[j13 =4,2],
13 -2
1 4 -6 7 -0 ' -1 -14
4 -6 -6 3 -1 -14
L. HL TO PK:7 -2 -9
LEFT HEIGHT:0 -3 -14 SPAN:26 -4
LOADING (PSF)
TOP 15
L D
BOTT 30 10
9 -10= 11002
10 -11= 11002
11 -12= 10531
12 -13= 12644
13 -14= 12644
14 -15= 10531
7 -0
4 -6 2 -6
FORCES - LOAD CASE #1
15 -16= 11002 2 -16= 67
16 -1= 11002 2- 15 = -512
3 -15= 1084
3 -14= 2399
4- 14 = -997
4 -13= 759
16 15 14
3X4 4X5 4X5
[ 000427 ]
= == <<<<ACES -32 Ver. 1.1>>>>
Customer FRANZOSA
Project # 6439
Span 26 -4 Quantity : 2
==131d(7/22/1998),v1.1
Truss ID : HG7
5- 13 = -610
6 -13= 759
6- 12 = -997
7 -12= 2399
7 -11= 1084
8 -11= -512
3-1-14
3 -0 -2
2 -6
MAX STRESSES
TOP 4 -5 =0.676
BOTT 13 -14 =0.881
LL.DEFL. @13 =0.57 < L/360
< < < <ROYAL- TRUSS>> >>
Thu 8:22:54:40 1999
Top Pitch : 3/12
10 -1 -14 1 16 -2 -2 21 -10 26 -4 1 1 -8
3 -0 -2 3 -1 -14 �4
"
REACTIONS - SIZE
8 -10= 67 1 = -3230 8.00
9 = -3230 8.00
4X5 3X4 4X5 5X8 4X5
4 5 6 7 8
13 12 11 10
7X8 4X5 4X5 3X4
19 -4
1 16 -2 -2 21 -10
3 -0 -2 3 -1 -14
RISE:2 -0 -14
MINIMUM GRADE
TOP CHORD:2X4
BOTT CHORD:2X4
26 -4
FB®1AS F. FLAQ ER P.E.
14801 S.W. 89 AVENUE
MIAMI, FL 33176 -8030
305 -233 -1664
STRUCTURAL ENGINEER
FLORIDA REGISTER #23C70
1
4 -6
R. HL TO PK :7 -2 -9
RIGHT HEIGHT:0 -3 -14
OF LUMBER
No.2ND 19 SP
No.2ND 19 SP
No.3 19 SP
SPACING : 24.0 in. o. c.
NO. OF MEMBERS = 2
REPETITIVE STRESSES NOT USED
LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS)
LUMBER PLATE TYPE
1 1.33 1.33 UNIFORM 1- 3= 90 3- 7= 203 7- 9= 90 9 -11= 20 11 -15= 45 15- 1= 20
CONCENTRATED 11= 787 15= 787
2 MEMBERS NAILED TOG. W/1 ROW(S) OF .131x3 in. NAILS 12 in. o.c.(TOP CHS.),AND 1 ROW(S) OF .131x3 in. NAILS 12 in. o.c(BOTT. CHS.)
For Webs use 1 ROW of NAILS 12 in. o.c.
TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 12 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,2.00 MI FROM OCEANLINE(ASCE7 -93).
DEFLECTION(IN.) L.L= 0.57,D.L= 0.47,T.L =1.04
PLANES ARE MIIEK M20- 249,200 MANUIACIURLD IROM ASIM A 446 GRD A GALVANIZED STE_CL(f.XCFPT AS SHOWN)
PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NUS DESIGN SPECS, UBC 94- 1CBO,ANSI /TP195
THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER
= == <<<<ACES -32 Ver. 1.1>>>>
Customer FRANZOSA
Project # 6439
Span 12 -0
_ = B1d(7/22/1998),v1.1
FORCES - GRAVITY LOADS
4 -5= 1196 2 -5= 115
5 -1= 1196 2- 4 = -1236
1- 2 = -1239
2 -3= 0
3- 4 = -410
PROVIDE FOR 541 LBS UPLIFT AT JOINT 1 (0.66)
PROVIDE FOR 603 LBS UPLIFT AT JOINT 4 (0.77)
PROVIDE FOR 419 LBS HORIZ. REACTION AT JOINT 1
1 1-8
1
L. HL TO PK:12 -4 -7
LEFT HEIGHT:0 -3 -14
_LOADING (PSF)
L D
TOP 30 15
BOTT 0 10
6 -0
6 -0
[ 000428 ] < < << T h hu A Jul RU 8 S 22 :54:53 1999
Family # : 2Q1
Top Pitch : 3/12
Truss ID : M1
Quantity : 2
REACTIONS - SIZE
1 = -817 8.00
4 = -780 8.00
3X4
6 -0
6 -0
SPAN:12 -0
STR.INC.: LUMB = 1.33 PLATE = 1.33
REPETITIVE STRESSES USED
4X5
2
5
3X4
12 -0
6 -0
12 -0
6 -0
RISE:3 -7 -14
MAX STRESSES MINIMUM GRADE
TOP 1 -2 =0.331 TOP CHORD 2X4
BOTT 4 -5 =0.187 BOT CHORD 2X4
LL.DEFL. @5 =0.02 < L/360 WEBS 2X4
FIDIAS F. FLAMER R5.
14801 S.W. 89 AVENUE
MIAMI, FL 33176 -8030
305 -233 -1664
STRUCTURAL ENGINEER
FLORIDA REGISTER #23C70
1X4
3
4
3X4
RIGHT HEIGHT:3 -3 -14
OF LUMBER
No.2ND 19 SP
No.2ND 19 SP
No.3 19 SP
SPACING : 24.0 in. o. c.
NO. OF MEMBERS = 2
RIGHT END VERTICAL IS EXPOSED.
2 MEMBERS NAILED TOG. W/1 ROW(S) OF .131x3 in. NAILS 12 in. o.c(BOTT. CHS.),AND 16d NAILS 12 in. o.c.(TOP CHORD)
For Webs use 1 ROW of NAILS 12 in. o.c.
* ***NOTE:Special hanger /connection is regd. to dist. top chord uniform load(s) to all plies.****
TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 12 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,2.00 MI FROM OCEANLINE(ASCE7 -93).
DEFLECTION(IN.) L.L= 0.02,D.L= 0.02,T.L =0.04
PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN)
PLATE OF ALWAYSNREQD) CONSULTEBLDGUARCHITECTOORNENGINEER
•
• === <<<(ACES -32 Ver. 1.1>>>>
Customer : FRANZOSA
Project #: 6439
Span : 1 -0
= = B1d(7/22/1998),v1.1
FORCES - GRAVITY LOADS
1 -2= 0 3 -1= 0
2 -3= 0
PROVIDE FOR 246 LBS UPLIFT AT JOINT 1 (1.16)
PROVIDE FOR 23 LBS UPLIFT AT JOINT 2 (1.00)
PROVIDE FOR 19 LBS HORIZ. REACTION AT JOINT 1
L. HL TO PK:1 -0 -6
LEFT HEIGHT:0 -3 -14
-LOADING (PSF)
L D
TOP 15
.BOTT 30 10
SPAN:1 -0
MAX STRESSES
TOP 1 -2 =0.009
BOTT 3 -1 =0.002
LL.DEFL. < L/360
[ 000429 ]
Truss ID : J1
Quantity : 4
REACTIONS - SIZE
1=-212 8.00
3 = -5 4.00
2 = -23 1.50
RISE:0 -6 -14
1 -0
1 -0
1 -0
1 -0
MINIMUM GRADE
TOP CHORD:2X4
BOT CHORD:2X4
WEBS :2X4
<<< <ROYAL- TRUSS > > >>
ThuiJul# 8 :55:06 1999
Top Pitch : 3/12
OF LUMBER
No.2ND 19 SP
No.2ND 19 SP
No.3 19 SP
RDIAS F. FLAMER P.E.
14801 S.W. 89 AVENUE
MIAMI, FL 33176 -8030
305- 233 -1664
STRUCTURAL ENGINEER
FLORIDA REGISTER #23c 7n
RIGHT HEIGHT:0 -6 -14
STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING MEM24.0 in. 0. c.
REPETITIVE STRESSES USED = 1
TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 12 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,2.00 MI FROM OCEANLINE(ASCE7 -93).
DEFLECTION(IN.) L.L= 0.00,D.L= 0.00,T.L =0.00
PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN)
PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, UBC 94- ICBO,ANSI /TPI95
THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER
__= <<<<ACES -32 Ver. 1.1>>>>
Customer FRANZOSA
Project # 6439
Span 3 -0
== B1d(7/22/1998),v1.1
FORCES - GRAVITY LOADS
1 -2= 0 3 -1= 0
2 -3= 0
PROVIDE FOR 304 LBS UPLIFT AT JOINT 1 (0.94)
PROVIDE FOR 101 LBS UPLIFT AT JOINT 2 (0.89)
PROVIDE FOR 61 LBS HORIZ. REACTION AT JOINT 1
1 -8
L. HL TO PK:3 -1 -2
LEFT HEIGHT :0 -3 -14
LOADING L (PSF) D
TOP 15
-BOTT 30 10
[ 000430 ] < < << T 0 hu A Jul RU 8 S 22 :55:19 1999
Truss ID : J3 Family # : 2Q5
Quantity : 4 Top Pitch : 3/12
SPAN:3 -0
MAX STRESSES
TOP 1 -2 =0.152
BOTT 3-1=0.Q34
LL.DEFL. < L/360
REACTIONS - SIZE
1 = -322 8.00
3 = -25 4.00
2 = -113 1.50
3 -0
3 -0
3 -0
3 -0
RISE:1 -0 -14
MINIMUM GRADE
TOP CH0RD:2X4
BOT CH0RD:2X4
WEBS :2X4
FIDIAS F. FLAQU P.E.
14801 S.W. 89 AVENUE
MIAMI, FL 33176 -80
305 -233 -1664
STRUCTURAL pLog' REGISTER 23C770
RIGHT HEIGHT:1 -0 -14
OF LUMBER
No.2ND 19 SP
No.2ND 19 SP
No.3 19 SP
STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING MEMBE.0 in. o. C.
REPETITIVE STRESSES USED = 1
TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 12 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,2.00 MI FROM OCEANLINE(ASCE7 -93).
DEFLECTION(IN.) L.L= 0.00,D.L= 0.00,T.L =0.00
PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN)
PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, UBC 94- ICBO,ANSI /TPI95
THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER
__= <<<<ACES -32 Ver. 1.1>>>>
Customer FRANZOSA
Project # 6439
Span 5 -0
_ = B1d(7/22/1998),v1.1
FORCES - GRAVITY LOADS
1 -2= 0 3 -1= 0
2 -3= 0
PROVIDE FOR 362 LBS UPLIFT AT JOINT 1 (0.84)
PROVIDE FOR 179 LBS UPLIFT AT JOINT 2 (0.88)
PROVIDE FOR 102 LBS HORIZ. REACTION AT JOINT 1
1 -8
L. HL TO PK:5 -1 -14
LEFT HEIGHT:0 -3 -14
.LOADING (PSF)
L D
TOP 30 15
BOTT 0 10
[ 000431 ] < < < < T h hu A Jul RU 8 S 22 :55:32 1999
Truss ID : J5 Family # : 2Q5
Quantity : 4 Top Pitch : 3/12
SPAN:5 -0
MAX STRESSES
TOP 1 -2 =0.465
BOTT 3 -1 =0.103
LL.DEFL. < L/360
REACTIONS - SIZE
1 = -432 8.00
3 = -45 4.00
2 = -203 1.50
5 -0
5 -0
5 -0
5 -0
RISE:1 -6 -14
MINIMUM GRADE
TOP CHORD:2X4
BOT CHORD:2X4
WEBS :2X4
RDIAS F. FLAMER P.E.
1 4801 S.W. 89 AVENUE
MIAMI, FL 33176 -8030
305 -233 -1664
STRUCTURAL ENGINEER
FL.ORIna RFGISTER #23C70
SPACING • 24.0 in. o. c.
NO. OF MEMBERS = 1
RIGHT HEIGHT:1 -6 -14
OF LUMBER
No.2ND 19 SP
No.2ND 19 SP
No.3 19 SP
STR.INC.: LUMB = 1.33 PLATE = 1.33
REPETITIVE STRESSES USED
TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 12 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,2.00 MI FROM OCEANLINE(ASCE7 -93).
DEFLECTION(IN.) L.L= 0.00,D.L= 0.00,T.L =0.00
PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN)
PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, UBC 94- ICBO,ANSI /TPI95
THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER
=== <<<<ACES -32 Ver. 1.1>>>>
Customer : FRANZOSA
Project #: 6439
Span : 7 -0
= = B1d(7/22/1998),v1.1
FORCES - GRAVITY LOADS
1 -2= 0 3-1= 0
2 -3= 0
PROVIDE FOR 419 LBS UPLIFT AT JOINT 1 (0.77)
PROVIDE FOR 257 LBS UPLIFT AT JOINT 2 (0.87)
PROVIDE FOR 143 LBS HORIZ. REACTION AT JOINT 1
L. HL TO PK:7 -2 -9
LEFT HEIGHT:0 -3 -14
LOADING L (PSF) D
TOP 15
BOTT 30 10
MAX STRE
TOP 1-
BOTT 3-
LL.DEFL.
STR.INC.: LUMB = 1.33 PLATE = 1.33
[ 000432 ] < < < < Thhu A Jul 8 SS>> >> 45 1999
SPAN:7 -0
Truss ID : J7
Quantity : 7
SSES
2 =0.949
1=0.211
< L/360
REACTIONS - SIZE
1 = -542 8.00
3 = -65 4.00
2 = -293 1.50
7 -0
7 -0
T : 3 /12
FIDIAS F. FIRMER P.E.
14801 S.W. 89 AVENUE
MIAMI, FL 33176 -8030
305-233-166
STRUCTURAL ENGINEER
F� nr•>'nA QEGISTER #23C70
7 -0
7 -0
RISE:2 -0 -14 RIGHT HEIGHT:2 -0 -14
MINIMUM GRADE OF LUMBER
TOP CHORD 2X4 No.2ND 19 SP
BOT CHORD 2X4 No.2ND 19 SP
WEBS 2X4 No.3 19 SP
SPACING • 24.0 in. o. c.
REPETITIVE STRESSES USED NO. OF MEMBERS = 1
TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 12 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,2.00 MI FROM OCEANLINE(ASCE7 -93).
DEFLECTION(IN.) L.L= 0.00,D.L= 0.00,T.L =0.00
PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN)
PLATE OF SHOWN)DESIGN ALWAYSNREQD) CONSULTEBLDGUARCHITECTTOORNENGINEER
= == <<<<ACES -32 Ver. 1.1>>>>
Customer FRANZOSA
Project # 6439
Span 9 -10 -13
= = B1d(7/22/1998),v1.1
FORCES - LOAD CASE #1
1- 2 = -1559 4 -5= 1531 2 -5= 119
2 -3= 0 5 -1= 1531 2- 4 = -1573
3- 4 = -365
PROVIDE FOR 802 LBS UPLIFT AT JOINT 1 (1.05)
PROVIDE FOR 666 LBS UPLIFT AT JOINT 4 (0.83)
PROVIDE FOR 144 LBS HORIZ. REACTION AT JOINT 1
1 2 -4 -5
L. HL TO PK:10 -0 -10
LEFT HEIGHT:0 -3 -13
- LOADING L (PSF)
TOP 15
. BOTT 30 10
Truss ID : CJ7
Quantity : 2
1
5 -6
5 -6
[ 000433 ]
REACTIONS - SIZE
1 = -761 8.00
4 = -804 4.00
5
1X4
1
SPAN:9 -10 -13 RISE:2 -0 -13 RIGHT HEIGHT:2 -0 -13
MAX STRESSES MINIMUM GRADE
TOP 2 -3 =0.664 TOP CHORD:2X4
BOTT 4 -5 =0.508 BOT CHORD:2X4
LL.DEFL. @5 =0.06 < L/360 WEBS :2X4
REPETITIVE STRESSES NOT USED
LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS)
LUMBER PLATE TYPE
1 1.33 1.33 UNIFORM 1- 2= 66 2- 3= 172 4- 5= 38 5- 1= 15
<« <ROYAL- TRUSS > >>>
Thu Jul 8 22:55:57 1999
Family # : 204
Top Pitch : 2.121/12
1 7
FIDIAS F. FLAQUER P.E.
14801 S.W. 89 AVENUE
MIAMI, FL 33176 -8030
305 -233 -1
STRUCTURAL ENGINEER
ca r,pfnA REGISTER #23C7
9 -10 -13
4 -4 -13
1X4
4
3X4
1
OF LUMBER
No.2ND 19 SP
No.2ND 19 SP
No.3 19 SP
SPACING • 24.0 in. o. c.
NO. OF MEMBERS = 1
RIGHT END VERTICAL IS NOT EXPOSED.
TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 12 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,2.00 MI FROM OCEANLINE(ASCE7 -93).
DEFLECTION(IN.) L.L= 0.06,D.L= 0.05,T.L =0.11
PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN)
PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, UBC 94- ICBO,ANSI /TPI95
THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER
UA'ERHA11G % 1111U.) i Ili. 1 lii:l
GRADE OF
LUMBER
110.2110 19 51'
No.2 19 51'
IIo.20 19 SP
IIo.1110 19 Si'
Ito.l 19 SP
110.10 19 S'
NOSS 19 Si'
SS 19 Sr
D55 19 Sr
IIII,IMUIi GRADE Or LUI.13LR
1.C. 2X1 No12110 19 Sr
GC. 2X1 11o:2110 19 5
w 2X1 No.3 19 :I'
Lo%OIUG r- L irs 0
IOP 30 7
nnr tna n 111
Mi'.X I'•R)N1 OV1 I I -1ANG E.
J- 111 -13
3-6-12
3 -J-2.
3 -3 -
3 -1 -13
:)G
:) / - :i
:3 1
:1 ti 1:1
Ii'I-_2 CIA'.
.•
111 I'SF SOFFIT
1 -2 -9
1 -1 -11 • 1 3-1 -5
5 +0
5 -2
5-/-11
5-9 -3
5 - 10 - 7
2X6
I• 101 Irll)c Slr les Inc.
0� 1 IOIIAL
1l!:1 Ui;11 .
LEE i.
THE i,i:
2X
3 - 2 - 1
3 -6 -15
3 -6 -15
3 -0
3-10
l.9 irl i'I I' I.•.II
2 I'SF S01 :1-I1
1 -2-1
• 1 -3 -5
rnir....i, r .a.•■ v iur• -
•
, ;•
,1 . �•`
S c f 1
1 :' • �
1
II !.IA. . .1
I ! '
c • I , c l , t 1_ / �1 1 1
A lio . 0 101
// '
I
1.■
•,
liph! 1c' ; h
10P C110130 COI IIEC i
50' JACKS - 1.6 NAILS
ail' b I'0' JACKS - 2.0 - 0
12
I•;IN. P - 2.5r
P - it?!
Gr)T Tom CH.I'r.J
23-0 I L -- — - -- — —
3X 1
C0111101 JACK
REEACi1011 - 517
1- -593 3S
1• -9 ?9 IS
-165 1..)
1;IN11•1UM GRADE Or LUMBER
T.C. 2X1 1Io.2 19 SP
O.C. 2X1 11(1.2 '19 Si'
Webs 2X1 IIo.3 19 SP
LOADING L IPSF 0
10P 30 15
DOT TON 0 10
n r
5-5-u
7'0" cORNE :I R
1P1- CII I.
SS%1C
SIR. 1 JCR. 1 33
DWI 3r 1 'IAN
CHECKED
PEP. 51 iIr_ 1:,)
2
3)(1
2X3.
5
rr�
9- 10-12
C01.: 1_R JACK
2 OPTIONAL
vERT.
c 4�UI I:D Wig vp!) 1O&O. ALL rlId 1 i r r:az. • ���., %1
1 IICS 0 =_S I F I A CrEU:_J -11D:S r 150 L °S Al CO!tVilr JAL[S L 750 LES AI CO ; ',::P - 1 \
raovIP rut 1I1IF1 A) a_ranr, 4AI.L ca..;� J Z /)
, «1lf :C,I V (
1 -5 -0
1 – - - -- -: -J t- c
- -
I11T ?t In.JuSIrIeS Inc.
C0I-V•I0II JAI:I:
11171
PARTIAL ROOF LAYOUT
,:'non ♦ ,,-- DOUBLE 11EN1_L CUT
AT - i 1 1'L' I.11r) 01- 101
/.NU l3GTT01 CI DS.
3
2X3
I f
I /1
1
>1.I0.L) NAILS
13656 / p c _
1 1 'Pt' \ ;1 r .:
, • r. 1 .01111
Approved 1\ ilii\ k %I•les Inc.
VC 1.0 .. V V
SUPPORnNI.
TRUSSES
LOADING L (PSF)
TOP 30 t .
BOTTOM 0 10
SPACINC:24 In O.C.
STANDARD ROOF VALLEY DETAIL
i PRCP D BY MIAMI Ornct
PARTIAL ROOF LAYOUT
Supporting Truss
MINIMUM GRADE OF LUMBER
T.C. 2x4 No. 2ND 19 SP
8..C. 2X4 No. 2ND 19 SP
Webs 2X4 No. 3 19 SP
12
� pitch
4 to 7
SIR. INCR.: 337
DRAWN BY: P.G.
CHECKED BY: J.A.I.
REP, STRESS:YES
VALLEY AREA
2x3 (typ)
Strop ® 4B"
o.c. see note (c)
below 3
Volley trusses at 2'—O" o.c. max.
6" wedge nailed to truss w /2 - toe nails
or bevel cut bottom chord of volley truss.
4x4
Supporting trusses of 2' -0" o.c. max
NOTES:
(o) Provide continuous brocing on verticals
over 6' -3 ". Connect brocing to verticols
w /2 -8d nails and brocing must be tied
to o fixed point at each end.
(b) Max. spacing for verticol studs= 8'-WO"
On trusses with spons over 24' - 0" the
verticol should be spaced at 6' -0" o.c. max.
(c) Conn. for wind uplift w/ min. 1 1/4 ",
16 go. twist strap at 4' intervols
w /4, 10d noils eoch side of strop.
Max 120 mph wind speed, '20' -0" max
. wall height.
Note: Plywood sheathing may
be extended below valley
trusses. Provide opening for
straps to connect to trusses
below.
ay. 4I30I9b JAI (fOt Mc-
Approved
Approved for MiTek Industries Inc.
Joints
Spans up to ;
/
_ ;.�
D ,r
36!V011..
-
42'0"
.
_ A
3x4
3x5 .
4x5
,•
B
5x4
5x6
5x6
C
2x3
2x3
2x4
D -
5x4
5:6
•
5x6
1 a to p
a
i
1 114-
;01
1 R
o
11111 l I
N
3
ga�3
1 .;6
?gig
Piggy Back Lumber
Chords: 2x4 i 2 So. Pine
Webs: 214 1 3 So. Pine
Q- Lisa 3xb nail on plates on each face w /6d, 1 1 /2"
long, 11 Cage Nails per plate g as at -Lerrck 4 joy ~ L '
2x t eontiaous. braeina spaced at 2'0" o.c. ca... Attach to top or
bottom, chord LL of supporticig truss with 2 -1Qd nails ea�a�. ctrl
be. !i �. L'G Q,t;.1.: trot • PG[.e re -fl t
E.C.,. .11
TCP
TC CE.C.1 -
ECTTQµ t0
T1 alt '�i
r ip. [ . { -
SCALE NA
SP4 CTeti& 2 i• " C.C_
TF:'b5 DS GA CRIT
ALLCkA c'LE STRESS
INC. �3 x
•
-
•
I\ -
g
a ..
g a st, al's V (' t
R 9��lx :o a 46t.
. - 2z3 tY•L
Q •
1 ,4 CO∎ITi 1GJ:.:- ��klC� r^ `.- Jr C•�'..
42'_e 19 ;q 4
Web
Web Length
To 4 .. .ale
To 8 = c'
Bracing Chart
Acating:R ;' d
No Bracing
2,r4T -8race
(Sace grade and
length as web)
attach v /84
neils13" c.c.
3
gt
T0:1=.5
AFr G'r FFri E '
v .= E!qC E
CESIG E3 3Y t4<
CFI: 7.<a E?
OSEN.FEGLEST r
Product
Code
Joist Size
Qty/
Box
WgV
Box
Dimensions •
Fasteners
Design Loads (Ibs)
Girder/
Header
Truss/
Joist
Normal
100%
Snow
115%
Roof
125%
Wind
133%
Wind
160%
Uplift
133%
Uplift
160%
A
B
H
W
UH 24 UR
2X4
1
1
3"
1"
3 -1/4"
1 -5/8"
4 -16d
2 -16d
580
670
725
770
770
360
360
UH 26 UR
2X6
1
1
3"
1"
5 -1/4"
1 -5/8"
8 -16d
3 -16d
1160
1335
1450
1540
1540
720
720
UH 28 UR
2X8
1
1
3"
1"
7 -1/4"
1 -5/8"
12 -16d
4 -16d
1740
1865
1865
1865
1865
735
735
Product
Code
Joist Size
Oty/
Box
Wgt/
Box
Dimensions
Fasteners
Design Loads (Ibs)
Girder/
Header
Truss/
Joist
Normal
100%
Snow
115%
Roof
125%
Wind
133%
Wind
160%
Uplift
133%
Uplift
160%
A
B
H
W
UH 24 UR
2X4
1
1
3"
1"
3-1/4"
1 -5/8"
4 -20d
2 -20d
700
805
875
930
990
525
525
UH 26 UR
2X6
1
1
3"
1"
5 -1/4"
1 -5/8"
8 -20d
3 -20d
1400
1610
1750
1860
1980
785
785
UH 28 UR
2X8
1
1
3"
1"
7-1/4"
1 -5/8"
12 -20d
4 -20d
2100
2415
2625
2650
2650
1110
1110
Wood To Wood
SKEWED U HANGERS
• Standard Skew 45'
• Specify skew from 15' to 50', optional
• SBCCI Compliance Report No. 94139
• Dade County Approval No. 97- 0205.03
16d Nails
20d Nails
Shown skewed left
90'
Skewed Angles
Measured from
0' Line
,_..This safety•:alert symbol is used to attract your
' attention!'PERSONAL SAFETY IS INVOLVED! When
youu.seethls symbol BECOME ALERT - HEED. ITS
-;,4�_� =�:rt;MESSAGE.�'= .:.'';. �;•..
-i;CAUTION : A' ',CAUTION Identifies safe operating
'-,practices`orAndlcates unsafe conditions that could
result In personal Injury or damage to structures.
HIB - 91 Summary Sheet
COMMENTARY and RECOMMENDATIONS for
HANDLING, INSTALLING & BRACING METAL
PLATE CONNECTED WOOD TRUSSES
11 is the responsibility of the installer (builder, building contractor, licensed
contractor, erector or erection contractor) to properly receive, unload, store,
handle, install and brace metal plate connected wood trusses to protect life and
property. The installer must exercise the same high degree of safety awareness as
with any other structural material. TPI does not intend these recommendations to
be interpreted as superiortothe projectArchitect's or Engineer's design specification
for handling, installing and bracing wood trusses for a particular roof or floor. These
recommendations are based upon the collective experience of leading technical
°... CAUTLON building contractor, licensed
jay Ocontrac erector or; erection ; contractor Is;ad 4
Fvlsedf O o t and.read the entire booklet +
Co . i : ;
�ne aid =Re�crommendatlons. for, Handling,,,ln
staJlifng ,Bracing'etal,•Plate 'Connected .W99,4
„. .russes;tHlB91 from .the Truss Plate Institute
8' -10' 8' -10'
Trusses stored horizontally should be sup-
ported on blocking to prevent excessive
lateral bending and lessen moisture gain.
1 TRUSS STORAGE 1
UWARNtING :,Do not break banding until installa
4tIolt :beglns;or:lift bundled trusses by the bands.'
CAUTION :.'Trusses,'should not
be unloaded on rough terrain or
`uneven;'surfaces` which could
cause damage to the truss.
WARNING: Do not use damaged trusses.
+ +;' ' DANGER: A DANGER designates a condition
. where failure to follow Instructions or heed warn -
`� : ing will most likely result In serious personal
Injury or death or damage to structures.
1
WARNING: A WARNING describes a condition
where failure to follow instructions could result In
severe personal Injury or damage to structures.
TRUSS PLATE INSTITUTE
583 D'Onofrio Dr., Suite 200
Madison, Wisconsin 53719
(608) 833 -5900
personnel in the wood truss industry, but must, due to the nature of responsibilities
involved, be presented as a guide for the use of a qualified building designer or
installer.Thus, theTruss Plate Institute, Inc. expressly disclaims any responsibility
for damages arising from the use, application or reliance on the recommendations
and information contained herein by building designers, installers, and others.
Copyright ° by Truss Plate Institute, Inc. All rights reserved. This document or
any part thereof must not be reproduced in any form without written permission
of the publisher. Printed in the United States of America.
CAUTION: All temporary bracing should be no less
than 2x4 grade marked lumber. All connections
; should be made with minimum of 2 -16d nails.; All
trusses assumed 2' on- center or less. All multi -ply
ds; trusses should be connected together In accor-
•' # dance with design drawings prior to installation.
Trusses stored vertically should be
braced to prevent toppling or tipping.
1
DANGER: Do not store bundles upright unless
properly braced.
1
DANGER: Walking on trusses which are Tying
flat Is extremely dangerous and should be strictly
prohibited.
_` WARNING: Do not attach cables, chains, or
hooks to the web members.
Tag
Line
60°
or less
I .4
Approximately
Y. truss length
Truss spans less than 30'.
Spreader Bar
Toe In —
Spreader Bar
RC{ • '[�e bracing shown, In * m
sumary.,sheet Is adequate for the Installation of
1 1 . t, ussett , thfsimilar' configurations. Consult a, re Istered . rofesslonal ' engineer if a different,
,aa •w 1. Y ...
. 9 P g
',b rrangement:is desired.: The bracing In accordance with TPI's
-e anierl l$0esign..Specification' for Temporary,Bracing_ 1. Metal Plate Connected Wood
rusSQSrDSB -89, and in some cases determine. that a. wider:spacing'is'possIble. •
GROUND BRACING:BUILDING INTERIOR
• �,
1st truss of beicl
s
` 1
Ground brace
lateral (LB)
1 Approximately
'/210 truss length
Less than or equal to 60'
'-1
Approximately
1 /210 Y3 truss length
Less than or equal to 60'
or less
I - I
Approximately
'/2 truss length
Ground brace
diagonals (GBD)
Note: 2nd Root system shall have
adequate capacity to support ground
bums.
Toe In
Tag
Line
Tag
Line
Lifting devices should be connected to
the truss top chord with a closed -loop
attachment utilizing materials such as
slings, chains, cables, nylon strapping,
etc. of sufficient strength to carry the
weight of the truss. Each truss should be
set In proper position per the building
designer's framing plan and held with
the lifting device until the ends of the
truss are securely fastened and tempo-
rary bracing is installed.
Tag
Line
Ground brace
vertical ON)
let floor
MECHANICAL
INSTALLATION
Top Chord � ,
•Tor Chord GBV
1 WARNING: Do not lift single trusses with spans
greater than 30' by the peak.
Ground brace
diagonale (GBD)
Ground brace
vertical (GBV)
Iler.kup
ground
stake
Tag
Line
Tag
Line
Driven
ground striker'
Strongback/
SpreaderBar
Strongback/
SpreaderBar
CAUTION: Ground bracing required for all Installations.
/ '
Approxima cly _
4
Y, to /, truss length
Greater than 60'
mid - height
At or above �l�
I. 1 `��
Approximately
Yr 10 / truss length
Greater than 60'
1GROUND BRACING: BUILDING EXTERIOR
Iypical vertical
attachment
Strut
('i 1)
1
10'
End Wall Side
Plan_ \
•
Blocking
L .
Ground Brace \ r
Verticals (GIN)
•
chouki.
lateral (L 1e trues of brace
group 01 trueees
- End brace (EB)
\ Typical horizontal tie member with
multiple etakee (NT)
J
1
SPAN
MINIMUM
PITCH
TOP CHORD
LATERAL BRACE
SPACING(LBS)
TOP CHORD
DIAGONAL BRACE
SPACING (DBS)
[# trusses]
SP /DF
SPF /HF
Up to 32'
4/12
8'
20
15
Over 32' - 48'
4/12
6'
10
7
Over 48' - 60'
4/12
5'
6
4
Over 60'
See a registered professional engineer
SPAN
MINIMUM
PITCH
DIFFERENCE
TOP CHORD
LATERAL BRACE
SPACING(LBS)
TOP CHORD
DIAGONAL BRACE
SPACING (DBS)
[# trusses]
SP /DF
SPF /HF
Up to 28'
2.5
7'
17
12
Over 28' - 42'
3.0
6'
9
6
Over 42' - 60'
3.0
5'
5
3
-Over 60'
See a registered professional engineer
DF - Douglas Fir -Larch
HF - Hem -Fir
Top chords that are laterally braced can buckle
together and cause collapse Mere lane diago-
nal bracing. Diagonal bracing should be nailed
10 the underside of the lop chord when purlins
are attached to the topside of the top chord.
Continuous Top Chord
Lateral Brace —� ✓��
Required
10' or Greater
Attachment
Required - --
12
SP - Southern Pine
SPF - Spruce- Pine -Fir
4 or greater
All lateral braces
lapped at least 2
trusses.
All lateral braces
lapped at (east 2
trusses.
DF - Douglas Fir -Larch
HF - Hem -Fir
5 1
i •
z ,l 4:
o
\J e y d�
• /yy 4
/ C
i �
SP - Southern Pine
SPF - Spruce - Pine -Fir
Continuous Top Chord
Lateral Brace --�`
Required
1 PITCHED TRUSS 1
` WARNING; Failuretofollow'these recommendationscouldresultIn
severe personal injury or r damage Y totrusses or buildings. :...:.: r
12
i /( \i
/ \ �.
/(
lop 01101 do that 01 c later ally braced can buckle
together and cause collapse it there isno diago-
nal bracing. Diagonal bracing should be nailed
to the under side ol the lop chord when purlins
are attached to the topside ol the lop chord.
SCISSORS TRUSS
SPAN
MINIMUM
PITCH
BOTTOM CHORD
LATERAL BRACE
SPACING(LBS)
BOTTOM CHORD
DIAGONAL BRACE
SPACING (DBS)
[# Ifussos]
SP /DF
SPF /HF
Up to 32'
4/12
15'
20
15
Over 32' - 48'
4/12
15'
10
7
Over 48' - 60'
4/12
15'
6
4
Over 60'
See a registered professional engineer
12
— 4 or greater
, \\
\ oo.
s \
o \
Bottom chord diagonal bracing repeated
at each end of the building and at same
spacing as top chord diagonal bracing.
-' WARNING: Failure to follow these recommendations could result in
evere: personal injury damage to trusses or buildings.
WEB MEMBER PLANE I
Permanent P s
continuous
lateral bracing *c: as specified by the
truss engineering.
Frame 4
DF - Douglas Fir -Larc
HF - Hem -Fir
th
SP
- Souern Pine
SPF - Spruce- Pine -FIr
All lateral braces
lapped at (east 2
trusses.
BOTTOM CHORD PLANE
Cross bracing repeated
at each end of the
building and at 20'
Intervals.
•
.
SPAN
MINIMUM
DEPTH
TOP CHORD
LATERAL BRACE
SPACING(LB
TOP CHORD
DIAGONAL BRACE
SPACING (DB
[N trusses]
SP/OF
SPF /HF
Up to 32'
30"
8'
16
10
Over 32' - 48'
42"
6'
6
4
Over 48' - 60'
48"
5'
4
2
Over 60'
See a registered professional engineer
DF - Douglas Fir -Larch SP - Southern Pine
HF - Hem -Fir SPF - Spruce -Pine -Fir
The end
diagonal brace
for cantilevered
trusses must be
placed on vertical
webs In Ilne with
the support.
4x2 PARALLEL CHORD TRUSS:TOP CHORD I
Top chords that are laterally braced can buckle
together and cause collapse il there Iano diago-
nal bracing. Diagonal bracing should be nailed
to the underside of the top chord when purline
are attached to the topside of the top chord.
9
All lateral
braces lapped
at toast two
trusses.
End diagonals are essential for
stability and must be duplicated on
both ends of the truss system.
End diagonals are essential for
stability and must be duplicated on
both ends of the truss system.
2x4/2x6 PARALLEL
CHORD TRUSS
Top chords that are laterally braced can buckle
together and cause collapse it there is no diago-
nal bracing. Diagonal bracing should be nailed
to the underside of the top chord when pur line
are attached to the topside of the top chord.
Continuous
Top Chord
Lateral Brace
Required
10" or Greater
Attachment
Required --"
All lateral
braces lapped
at least two
trusses.
X45
SPF/HP 2 r 0 .c-
7
30" or
greater
WARNING: Failure to follow these recommendations could result in A
severe personal injury or damage to trusses or buildings.
Frame
5 3p'(Des .
Trus ses
@ 2 0.c.
Continuous ___.-,
Top Chord -
Lateral Brace
Required
10" or Greater
Attachment
Required
31/
Trusses must have lum-
ber oriented in the hori-
zontal direction to use
this brace spacing.
•
SPAN
MINIMUM
PITCH
TOP CHORD
LATERAL BRACE
SPACING(LB)
TOP CHORD
DIAGONAL BRACE
SPACING (00s)
[fi trusses]
SP/DF
17
SPF/HF
12
Up to 24'
3/12
8'
Over 24' - 42'
3/12
7'
10
6
Over 42' - 54'
3/12
6'
6
4
Over 54'
See a registered professional engineer
D(in)
D/50
D(f1)
12"
1/4"
1'
8.3'
1/2"
2'
_24"
36"
3/4"
3'
48"
1"
4'
60"
1-1/4"
5'
72"
1-1/2"
6'
84"
1-3/4"
7'
96"
2"
' 8'
108"
2"
9'
L(in) 1/200 L(ft)
50"
1/4"
4.2'
100"
150"
1/2"
3/4" •
8.3'
1 2.5'
DF • Douglas Fir
HF - Hem-Fir
[
I or, chords that III C laterally braced can buckle
together and cause collapse ilthere iano diago•
nal bracing. Diagonal bracing should be nailed
to the undereide of the top chord when purline
are attached to the topside of the top chord.
MONO TRUSS I
jk - • ' WARNING: Failure to follow these recommendations could result In
severe personal injury or damage to trusses or buildings.
/A
Maximum
Misplacement
Diagonal brace
also required on
end verticals. ----
PLUMB
SP - Southern Pine
SPF - Spruce-Pine-Fir
Truss
Depth
D(in)
± I
Lesser of
D/50 or 2"
Plumb
Line
OUT-OF-PLUMB INSTALLATION TOLERANCES.
WARNING: Do not cut trusses.
1 INSTALLATION TOLERANCES 1
' ..
Lesser of
±Yr
1/200 or 2"
± V."
1
r re% n rs_
12
— 13 or / N
..
/
:/ e.
. I
L(in)
Length
L(in)
200"
250"
100"
• .
All lateral braces
lapped at least 2
trusses.
Continuous Top Chord
Lateral Brace -
Required
10* or Greater
Attachment
Required
L(in)
BOW
1 . ................... .... ..:.1: .. esser .........
1/200 or 2"
L(In) L/200 L(ft)
OUT-OF-PLANE INSTALLATION TOLERANCES. /
16.7'
20.8'
75.0'
A DANGER: Under no circumstanr
construction loads of any descrlr
on unbraced trusses.
PERMIT APPLICATION FORR MIAMI SHORES VILLAGE
Date O 5-
- 2v /Jo Address 0 Oe zoos
Legal Description S • 1 O Z S T
Owner/Lessee / Tenant t--pi Lr)-
Owner's Address S &- [ 0 7 -- S T�
Contracting Co_
Qualifier
State #
Signa
Not
My Co , 'ssion Exi
Municipal #
as to i wn and/or do Preside "t 1 ate
Morrir Thomas
t Cetritnidlalon CC 787384
Expires NOV. 1, 2002
BONDED THRU
MANTIC BONDING CO.. INC.
FEES: PERMIT 6 RADON
ax Folio
Historically Designated: Yes No ✓
0 Ycick
Master Permit #
Phone
rA Gl/l !/ .0\ 506 Address 3C.D / �.J ( Cg
4171 -
['J O VvVi/0 SS# -UPhone
Square Ft. Estimated Cost (value)
�cs 226 s4
Competency # Ins. Co. /v A
Architect/Engineer Address
Bonding Company 1\) /A - Address
Mortgagor 11./A- . Address
Permit Type (circle one): BUILDING LECTRICAL PLUMBING - M �. EC _ MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION J O r� i.�=-7itl) uulebrol
474,0_a_
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.)
Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I
certify that all work will be performed to meet the standards of all laws regulating construction in this ; • fiction. I understand that separate
permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANIC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate . • •t all wor
laws regulating construction and zoning. Furthermore, I authorize the above - o . ! co' actor
igna
Notary as to Contr
My Commission E
APPROVED:
Zoning
Mechanical Plumbing
Building
wilder Date
OTARY SEAL
SWJ O ARITA MONTIHL
0 COMMON NUBBIN
_CCt7Wt
DEC. 17,2002
C.C.F. a 0 NOTARY BOND
Date
TOTAL DUE79
11 applicable
E lec tri ca l 4A0 2 7e5<
Engineering
fl TO EUIL !NG PERMIT APPLICATION
(AN AFFLIC.__ =CN FOR BUILDING PERMIT MUST ACCCmm r 'IS ADDENDUM. U*N. I.' A MASTER BERRI" ?.AS
O B T-A LN D , C W N=? ' S NOTARIZED S I GNA' RE NEED NCT BE !RESENT ON Su3SEQUIZIT A_ 2LICATICNS . )
I TB
BA r ri i1R
B IDET
0 I Sn)YAFrE..R
0 IS?OSAL
DUNK IFIG FOUNTAIN
FLUOR I3TAIN
INTEERCEP'TOR
GREASE TRAP
LAVATORY
L ALWORY
CLOTHES NASfi.R
SINK. POT/3 CaP
SINK, RESIOENC
SINK. SLOP
TE ORARY WATER D.MT
URINAL
RATER CLOSET
INDIRECT NASi cS
WATER SUPPLY TO:
A/C UNIT
FIRE SFRINKLLER
FEATS-N FEATS-NEY INST.
HEATER- REPLAa
LAWN SPRINKL EL
SWIR1ING POOL
WATER 5cRVIC
SUER CtCT (CIS
UTILITY -SE3ER
UT IL ITY -MATER
SEPTIC TAM(
RELAY
ORAINFIELO. 4' TILEi ES.
PUP & ABNGON r..r,.'-TIC TAM(
SOAKAGE PIT CiL. FT.
CATO! BASIN
0 I SCtARC
GA° P IP. I10
OC ESTIC WELL
AREA CRAIN
ROOF INLET
POOL P IPING
GAS R:.,'i
PLUMBING ELECTRICAL
TRAY
TIELL
SOUR WATER FEA i cR
FIRE STANDPIPE
LAWN S?R INKLER STS iTSI
METER SET ii (GAS)
UNIT
UTTERS OVER 8- 10 FP
1DTCRS OVER 10- 25 FP
10TCRS OVER 25-100 FP
10TCRS OVER 103 FP
A/C WI=
AIR ON/!TIME S
STRIP HEATER
MOAT= 1RANVCAIERs
GENE. ATCRS TRAWSFCRIRRS
GENERATORS TRAIL
SPECIAL MOSE
CUTLETS CLUERCUL
SIGN i1.&S
SIGN TRAIL
SIGN TILE CLDCIC
F IXTLREES
ANTENNA
TELEVISION WTL9S
VIOLATION
RE INSPECTION
ADD
PFLIEM
I
ELEVATCRS/MALATERS
COOLING TOAIEAS
VIOLATION
RE INSPECTION
MECHANICAL
FIRE S7'11 HELM SYSIBS
UHT
J