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55 NE 100 St (3)Date
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
/ Job Address b 6 / 1 Tax Folio // . � Z -o/3 / V Z D
Legal Description .t/i!¢ Al/ G, i St / AAD Historically Designated: Yes No
Owner/Lessee / Tenant "-7 04/4 E L ,z2 < 55 i ^4-1/4- Ai Maoter+Permit # Sa_353
Owner's Address .5 ,- NE /we S7
Contracting Co. C7/21' . / Address
Qualifier ___ �3<'1/� / /5j SS#
State # -C. 2? Municipal # OZ 'O0 Z ompetency # ,0/9O Z ,6e
J
Architect/Engineer . es A • 74 V m 4 71:71. Address 9 O Z/ sty /06 7A • r /, 1C • 33 /, -
ry /A
Bonding Company
Mortgagor
Permit Type (circle one • BUILDING LECTRICAL PLUMBING � MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION /9p). •71� Y / - A??) 69 - L 1
Square Ft. 3 0 0
/ 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 -named contractor to do the work stated.
Signature of o e;
On Ps
ristina Hue
* *My Conlu ssion CC89655/
Notary as t6 @frtiittligtx@naltdolDresident
My Commission Expires:
FEES: PERMIT?). ti RADON
N //4
or Condo ' esident
Date
Date
C.C.F.
APPROVED:
/� 11 f 7 �
Zoning ; �L2 Building r
Mechanical G! I % NC4 t 1 Plumbing
Address
Address
Phone (3 'J) 7,/ - lc 7 /7
/p )& - 7i f7 A .y
^ Phon- `301) ((/ Z
Ins. Co. ,C c 5ci V,4 xi/C 64' PS
arEstimatecl Cost (value) 0 0 .
/.- / -- 6/
Signature of Con ctor or Owner- Builder Date
eat 4 C e. Ina Hue
** Commission CC896557
, �� Ex ireo Docembo 73, 2 -.
Notary to Contractor or uvner- : uilder
My Commission Expires:
Structural Engineer
TOTAL DUE
a NOTARY ' 0 ^ BOND J" 0 0 -
7715 (1/ �1 /el
415 .0v
/ / Date
Electrical
r•4.4•• 11bc rhor ♦.ikiavuvrCIINi4.1CivtiCr i
A RECORDED COPY MUST BE POSTED ON THE JOB :$ITE :sr 'rpm F FWST INSPECTION
... •
• • ••• • • •
• • . • . • • • •
• • .
• ••• • • • • •••
PERMIT NO.
STATE OF FLORIDA:
COUNTY OF DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice if commercFrIent. •.•
nn. ••• • •
/ 2t'': •FA/4.A tZ//OXFs
1. Legal description of property and street address: 5 5 /V 6
G //.4EL 4/07 N
2. Description of improvement:
3. Owner(s) name and address: /- 1 C r (4 rr/ 5 / /J6-- f e 4 .¢ D o. Q i) T b E a/ -7 ?)/\
5 & �� a7�' 4 �i /2 e / �
Interest in property:
Name and address of fee simple titleholder:
4. Contractor's name and address: 0, ON
coti (r /'e7 / NO M',AN /'
5. Surety:(Payment bond required by owner from contractor, if any)
Name and address:
Amount of bond $
6. Lender's name and address:
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided
by Section 713.13(1)(a)7., Florida Statutes,
Name and address:
8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in
Section 713.13(1)(b),- Florida Statutes.
Name and address:
Notary Public
Print Notary's Name
,My Commission Exrirpc•
9. Expiration date of this Notice of Commencement: (the expiration date is 1 yeAr from the date of recording unless a
different date is specified)
Signature of Owner n
Print Owners I4 . me ' JQ V b 41/1 5. In q 17,
Sworn to and subscribed before m this day of J Pi , 19- ZoC /
1 Crlslina Hue
TAX FOLIO NO.
t., Expires December 19, 2003
STATE OF FLORIDA, COUNT? OF DADE
! HEREBY CERTIFY that this is tru ,'y of tha
original filed in
WITNESS my hand and Official Se3i.
HARVEY RUVIPJ, CLEFT
B y—
• • ••• • • •
•
• .'1F6192 2001 NOV 09
• ••
•
•• •• • •
fl
i ofof on _ Uay of
rL yy , A D 20
nd Court
-=331 6
10:59
Prepared by: 7 /, ,'et loss
14 c c i) w c c `t
N. N,s+ 'r1 33 e
Address:
C ourts
.C.
PAY TO THE
ORDER OF
MEMO
ORONI, INC.
PH. 305 -234 -1129
14040 NW 6 CT.
N. MIAMI, FL 33168
/ 2- -7 - �/'
0
(- /e,aZ_c-s r/r / * d , E/ f - 2-6A $ 3 7. 61 '
1 r
` / �° d DOLLARS e
u
11'00335411' 1:06 ?0 LL/3251: 05005064 ?8"06
TRANSATLANTIC BANK
NORTH MIAMI, FL 33181
63- 1182/670
AUTHORIZED SIGNATURE
3354
J
=DING PER. HIT/ NT'-e2A RS .LMIST ATICN O EE'ZJS
100E0 N. . S5 r' ' pow
vh. ( 305 795-2 F?:: `23' 77:- _
v Copy c f STATE OF moRtDA c=caizeN (DPSR) . _ STATE REISTRATION
AND DADE COUNTY COMPETENCY LICZNSE
CCpy of : curent CJPATICNAL LICENSE f:cra co '.t pr 1u rici
business is located. _ -
Certificate of Insurance for WORKER'S a (addressed to
ShoresVillage) or if exempt
PLEASE SUBMIT EQEEITEING ( OFF
Trent survey of the property. (2)
�C
\,'&rtif.icate of Elevation signed and sealed by S-rvevor. (a)
,stan tial Improvements Checklist (wgtractor or owner) . .
Notice of Commencement
1 Certificate of Insurance for LIABILITY (addressed to Miami Shores
Village).
M inn
a to of Florida LES Form BC;f -204, Construction Indtzstry Notice of
Election to be Exempt.
lit/ where
Permit Application (signed by-person performing the wort, licensed
contractor and the property owner, both signatures notarized).
'NO sets of plans /drmrings signed and sealed by registered architect or
engineer. Occupancies by Classification must be on plans and
cernit aoplicatdon. All plans must include folio number and property
address.. Amended plans, in addition to the above, must also include the
perm t number.
Structisal Calculations signed and sealed by a dn. tect or engineer when
applicable.
i ou" r sets of en y ca signed and sealed
Iv sets of signed & sealed Truss Plans (Engineer).
41E Coon or State of Florida Products
ti D ty Approvals for roof materials,
sheds, windows exterior /garage doors, aluminum cer_orts, screen
en osures, shutters awnings, skylights, french doors and etc.
Approvals from IIRS, DADE County Impact Fee Section, Fire Department a 1
C Health Department (when applicable). DERLt
c J
Warranty Deed or Other Proof of O nersh.ip if necessary.)
s uctural Review fee /I. /9. d 1 J
CRITIQUE SHEET
JOB ADDRESS ' c • 106
APPLICANT 4 C - 5.5 i N6lbw
PHONE#
APPUCA11ON AM 301 /40144: 40 = 14
SHEET OF
MISCELLANEOUS
DATE i(J.NING ' COMMENTS
i /.25/0, i2 DeNcedlotr iloey.APr Herr /d �
07X were - d .1'.
PERMIT NO.
ADDRESS:
MIAMI SHORES VILLAGE
BUILDING I ZONING DEPARTMENT'
SECTION
N
ZONING
ELECTRICAL
MECHANICAL
PLUMBING
FIRE
PUBLIC WORKS
STRUCTURAL
BUILDING OFFICIAL
BY DATE
I. Subject to canaptlanc. with aft Federal. State.
Coczcty.YUtage rotes tad regulations. Wage assumes
no responsibility for accvrecy oflor resutts (coca
these plans.
2. This copy of plans must be avatlihie on
butding site or no Inspection wilt be conducted.
INITIALS
iihner Rr Bed
81. NFIP COMMUNITY NAME & COMMUNITY NUMBER
/iO
B2. COUNTY NAME
rn /AM / --'Ao6
B3. STATE
I e`Go/Lr6I
B4. MAP AND PANEL
NUMBER
el;
85. SUFFIX
T
86. FIRM INDEX
DATE
/- zo . -93
B7. FIRM PANEL
EFFECTIVE/REVISED DATE
?- Z- 4
! 88. FLOOD
I ZONE(S)
7c
B9. BASE FLOOD ELEVATION(S)
(Zon:.A0 e�pth of flooding)
/
.PROCESS #
FOLIO #
C.O.R.
BUILDING OWNER'S NAME
/N /CNA6L G O SS /A/ 1'o N ¢ W bt)Ko74'Y .S es1 /A/e - r0 A/
BUILDING STREET ADDRESS Including Apt. Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO.
51 Al. F. /G O S7'4e fur f
CITY /4 191 S yo �� J STATE rGp lei vA ZIP CODE
PROPERTY DESCRIPTION of and Block Numbers, Tax Parcel Number, Legal Description, etc.)
Lo r it i4o7 /7 e !v % of tor If 6Gotk /0 0 / n/17 /Sook /p /,4�6'
BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use Comments section if necessary.)
R(s /AE//rm
LATITUDE/LONGITUDE (OPTIONAL)
(O - ttr - ##.W or ##.#tkPtte)
TITLE ' 4541 ONAG s 1/44fe)/00
ADDRESS i4flr S !✓ /D� PGA Cdr
SIGNATURE
FEMA Form 81 -31, AUG 99
ed.U.A440 IA
FEDERAL EMERGENCY MANAGEMENT AGENCY
NATIONAL FLOOD INSURANCE PROGRAM
ELEVATION CERTIFICATE
Important+ Read the Instructions on pages 1 - 7. Amended by MDC -DERM- OCT, 1999
SECTION A - PROPERTY OWNER INFORMATION
HORIZONTAL DATUM:
❑ NAD 1927 ❑ NAD 1983
SOURCE: ❑ GPS (Type):
❑ USGS Quad Map ❑ Other.
SECTION ® - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9.
❑ FIS Profile RS FIRM ❑ Community Determined ❑ Other (Describe):
B11. Indicate the elevation datum used for the BEE in B9: (,$f NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe):
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yesgt No
Designation Date
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
Cl. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction` Cikinished Construction
'A new Elevation Certificate will be required when construction of the building is complete.
C2. Building Diagram Number )(Select the building diagram most similar to the building for which this certificate is being completed - see
pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.)
C3. Elevations — Zones A1-A30, AE, AH, A (with BFE). VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE., AR /A1 -A30, AR /AH, AR/AO
Complete Items C3a -i below according to the building diagram specified in item C2. State the datum used. If the datum is different from the
datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion
calculation. Use the space provided or the Comments area of Section 0 or Section G, as appropriate, to document the datum co tveffion.
Datum Conversion/Comments
Elevation reference mark used Does the elevation reference mark used appear on the FIRM? ❑ Yes ❑ No
❑ a) Top of bottom floor (including basement or enclosure) IZ .G yft.(m) d 1
❑ b) Top of next higher floor 3 .1 ft.(m) /� #' to3 / g
❑ c) Bottom of lowest horizontal structural member (V zones only) _ft.(m) H -
O d) Attached garage (top of slab) . _ft.(m) i
O e) Lowest elevation of machinery and /or equipment m
servicing the building i /l _ ft.( m) E
0 0 Lowest adjacent grade (LAG) _,LL. �ft.(m) • m
H
❑ g) Highest adjacent grade (HAG) // . jft.(m)
it- -49-o i`
❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade
❑ i) Total area of all permanent openings (flood vents) in C3h _sq. in. (sq. cm)
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
COMPANY NAME
LICENSE NUMBER
For Insurance Company Use:
Policy Number
Company NAIC Number
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information.
I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available.
I understand that any false statement may be punishable b�fine or imprisonment under 18 U.S. Code, Section 1001.
CERTIFIER'S NAME ez" oho A4 S va / = EZ-
44/5
O.M.B. No. 3067 -0077
Expires July 31, 2002
`CITY A411/
44 / STATE .� ZIP CODE if, GS'
DATE /1-17-01 TELEPHONE zi4 - ?9r -171i
SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS
WMpORTANT: In these spaces, copy the corresponding infosmetion from Section A.
BUILDING STREET ADDRESS (Indudig Apt, U* Suite, andtor Bldg. No.) OR P.O ROUTE AND BOX NO.
6S N E. / loo s
CITY STATE IF CODE
/ AAsi S/ at eS / ?3
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy bath sides of this Elevation Certificate for (1) caraway ol6c iaL (2) insurance agentfoorrperw, and (3) building owner.
COMMENTS
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT RED FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zone AO and Zone A (without BFE), complete Items El though E4. If the Elevation Certificate is intended for use as supporting iionnation fora LOMA or LOh+Ri -F,
Section C must be completed.
El . Balding Diagram Number (Select the beading drum most similar to the budding forwfit this certificate is being completed –see pages 6 and 7. If no diagram accurately
cepreserts the bulking, provide a sketch or photograph.)
E2. The top d the bottom floor (inducing basement or endosure) d the building is_ R.(m) __in.(an) ❑ above or ❑ below (deck one) the West adjacent grade. (Use
robust gads, j available).
B. For Building Divans 6.8 with openings (see page 7), the mad higher floor or elevated floor (elevation b) ci the biding is _ R(m) n.(an) above the highest adjacent
gale. Complete items Cah and C3 i on front d farm.
E4. For Zone AO onilr: if no flood depth number is avaiable, is the top ci the bottom floor elevated in accadanoe with the comnanity's fbodplaih management ordinance?
❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or weft ahlhaved mepheserdadve who completes Sections A, B, C (Items C3h and C3.i orrp), and E for Zone A (without a F1`MA-issued oroorrwranily-
issmed BEE) or Ions AO mist sign here. The statements in Sections A, B, C, and E are coned to the best d my knowledge.
PROPERTY OWNERS OR OWNER'S AUTHORIZED REFRESENTATIWS NAME
ADDRESS
SIGNATURE
COMMENTS
G4. PERMIT NUMBER
LOCAL OFFICIAL'S NAME
COMMUNITY NAME
SIGNATURE
COMMENTS
FEMA Form 61 -31, JUL 00
G6. DATE PERMIT ISSUED
07. This peed has been issued for.❑ New Consbkxlfon ❑ :iutbWlardia' Improvement
GS. Boyden d ae•buit lowed Boor (inducing basement) ci the balding is
Gov. BFE or (in Zone AO) depth of Seeding at the building site is:
CITY
DATE
DATE TELEPHONE
TITLE
TELEPHONE
f.(m)
— —th(m)
For Ims me CahpaM
Poky Number
Compmy NAtC Number
❑ check hem if attachments
STATE ZIP CODE
❑ Chedc hem if attachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is aahorized by law or ordinance b administer the comma s foodplan management ordinance can complete Sections A. B. C (or E), and G this Elevation
Certificate. Complete the appicebleilem(s) aid sign below.
GI. ❑ The idannabon in Section C was taken frown other documentation that has been signed aid embossed by a licensed suweyor, engineer, or architect who is authorized by
state or local law to certify elevation information. (Indicate the sours and date d the elevation data in the Canrnerls area below.)
G2. ❑ A comedy official completed Section E for a buiding located in Zone A (weed a FE/AA-issued or comrnurly- issued BFE) or Zone AO.
G3. ❑ The foaming Momrafioh (Items 6409) is provided for community Aooddrin management purposes.
G6. DATE CERTIFICATE OF COMPUANCE/OCCUPANCY ISSUED
Datum:
Debra:
❑ Check here if attachments
REPLACES ALL PREVIOUS EDITIONS
B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER
/2 O 6PC Z
B2. COUNTY NAME
Aof /AM /— oA.-
83. STATE
FA9 ril6
B4. MAP AND PANEL
NUMBER
0q 3
B5. SUFFIX
- X
B6. FIRM INDEX
DATE
/ -20 • -93
B7. FIRM PANEL
EFFECTIVE/REVISED DATE
2 -z - 9y
B8. FLOOD
ZONE(S)
)
89. BASE FLOOD ELEVATION(S)
(Zone AO, use depth of flooding)
N
.PROCESS #
FOLIO #
C.O.R.
BUILDING OWNER'S NAME
/' /C/ - P 9SS /4/67o / / eo ho,e y S. 61f /A/610 //
BUILDING STREET ADDRESS (Including Apt. Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number
S /I
5/. E, loo S7RE �
CITY /p,y/ S'N/o/Zej STATE a4, it/DA ZIP COD 33/32
PROPERTY DESCRIPTION of and Block Numbers, Tax Parcel Number, Legal Description, etc.) •
Lo /8- / e z 1 /7 / /v % 0p 60 if BGoLk Jo OF PC N7 %gook /0 m6 E 70
BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use Comments section if necessary.)
Kt" A EA/ 7"/ A 1-.
LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM:
( ##° - ##' - ##.##* or ##.####:tr)
TITLE Aeo ` Ess / own L Sv /c.e/Eyo/L
ADDRESS 474 vs-- sL /D3 /OthCf
SIGNATURE
t•attaAzio LI
FEMA Form 81 -31, AUG 99
FEDERAL EMERGENCY MANAGEMENT AGENCY
NATIONAL FLOOD INSURANCE PROGRAM
ELEVATION CERTIFICATE
Important Read the Instructions on pages 1 - 7.
SECTION A - PROPERTY OWNER INFORMATION
0 NAD1927 0 NAD1983
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9.
❑ FIS Profile f FIRM ❑ Community Determined ❑ Other (Describe):
B11. Indicate the elevation datum used for the BFE in 69: XNGVD 1929 ❑ NAVD 1988 ❑ Other (Describe):
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ YesX No
Designation Date
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* (S:Finished Construction
*A new Elevation Certificate will be required when construction of the building is complete.
C2. Building Diagram Number )(Select the building diagram most similar to the building for which this certificate is being completed - see
pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.)
C3. Elevations — Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR /A1 -A30, AR /AH, AR /AO •
Complete Items C3a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the
datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion
calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion.
Datum Conversion /Comments
Elevation reference mark used Does the elevation reference mark used appear on the FIRM? ❑ Yes ❑ No
❑ a) Top of bottom floor (including basement or enclosure) . . G yft.(m)
ra
❑ b) Top of next higher floor /3 .N/ ft.(m)
❑ c) Bottom of lowest horizontal structural member (V zones only) N/A. _ ft.(m) N
❑ d) Attached garage (top of slab) � / /,N ft.(m) w 2
❑ e) Lowest elevation of machinery and /or equipment . m
servicing the building / ft.(m) a
❑ f) Lowest adjacent grade (LAG) I .1ft .(m) z N
❑ g) Highest adjacent grade (HAG) // . 3 ft.(m)
❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade iY
❑ i) Total area of all permanent openings (flood vents) in C3h _ sq. in. (sq. cm)
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information.
I certify that the information in Sections A, 8, and C on this certificate represents my best efforts to interpret the data available.
I understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
CERTIFIER'S NAME Eb vNo�� o Ad. Sv ,qgEz
LICENSE NUMBER 43 /3
COMPANY NAME
CITY M /
DATE /1 17-0/
Amended by MDC -DERM- OCT, 1999
For Insurance Company Use:
Policy Number
SOURCE: ❑ GPS (Type):
❑ USGS Quad Map ❑ Other.
O.M.B. No. 3067 -0077
Expires July 31, 2002
No. tai /5
cctu ln'/ ttc ).A StkD
1t -19—o' 1
STATE p ZIP CODE 3v 43—
TELEPHONE 7I —.395 = 9 7� Z
SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS
•
IMPORTANT: In these spaces, copy the corresponding information from Section A.
BUILDING STREET ADDRESS (Inducing Apt., Unit, Suite, andlor Bldg. No.) OR P.O ROUTE AND BOX NO.
e. 10 o s7,j,
CITY STATE ZIP CODE
i(,1 /A Aw/ SlcotOES x-iD
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) oornmwsty official, (2) insurance agent!company, and (3) budding (Amer.
COMMENTS
❑ Check here if attachments
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zane AO and Zone A (without BFE), complete Items El through E4. tf the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F,
Section C must be completed.
El. Building Diagram Number_(Select the budding diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately
represents the building, provide a sketch or photograph.)
E2. The top of the bottom floor (including basement or enclosure) of the budding is ft.(m) _in.(am) ❑ above or ❑ below (check one) the highest a ijacerd gale. (Use
natural gale, if evadable).
B. For Building Diagrams 6S with openings (see page 7), the next higher floor or elevated floor (elevation b) of the buffing is _ R(m) _in.(cm) above the highest adjacent
wade. Complete items C3.h and C3.i on front of form.
E4. For Zone AO ordy: If no flood depth number is evadable, is the top of the bottom floor elevated in accordance with the community's floodplain management ordnance?
❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or awrnet's authorized represeddative who completes Sections A, B, C (Items CU and C3i only), and E for ZoneA (without a FEMA-issued or camhwrly-
issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge.
PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME
ADDRESS CITY
SIGNATURE
COMMENTS
I G4. PERMIT NUMBER G5. DU}TE PERMIT ISSUED
LOCAL OFFICIAL'S NAME
COMMENTS
FEMA Form 81 -31, JUL 00
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
G7. This pemit has been issued for.❑ New Construction ❑ Substantial Improvement
G8. Elevation of as-built lowest floor (including basement) of the budding is:
G9. BFE or (n Zone AO) depth of flooding at the bu ildung site is:
TITLE
COMMUNITY NAME TELEPHONE
SIGNATURE DATE
DATE TELEPHONE
— _fL(
_ ft( m)
For Insurance Company Use
Poky Number
Company NAIC Number
STATE ZIP CODE
❑ Check here if attachments
The local official who is authorized by law or ordinance to administer the convnurrr!)'s f oodplain management ordnance can complete Sections A, B, C (or E), and G of this Swaim
Certificate. Complete the applicable item(s) and age below.
G1. ❑ The information in Section C was taken from other doc rnenation that has been signed and embossed by a licensed surveyor, ems, or aac ited who is authorized by
state or local law to certify elevation tion information. (Indicate the source and date of the elevation data in the Comments area below.)
G2 ❑ A oamuur y official completed Section E for a budding located in Zone A (without a FEMA- issued or community - issued BFE) or Zone AO.
G3. ❑ The following information (Items G4-G9) is pea+ided for community foodplain management purposes.
G6. DATE CERTIFICATE OF COMPUANCEIOCCUPANCY ISSUED
Datum:
Datum:
❑ Check here if attachments
REPLACES ALL PREVIOUS EDITIONS
LS
BUILDING AND ZONING DEPARTMENT
10050 N.E. SECOND AVENUE
MIAMI SHORES, FLORIDA 33138-2382
TELEPHONE (305) 795-2204
FAX (305) 756.8972
RECEIPT
af2
,
ow-azta-- contractor /owner, picked up 2 sets of plans for
(address) Ctta 7 sot) (ace_ from the Building and Zoning Department on (date)
W 61) " C `�' 1 O) to have corrections done to plans and/or get County stamps. I
understand that the plans need to be brought back to Miami Shores Building and Zoning to
continue the permitting process.
P �S/ it&()
ASmith Page: 1 Document Name: untitled
11/16/2001
* **
FOLIO 11 3206 013 .1420 PROP ADDR 55 NE 100 ST
MCD 1100
NAME AND LEGAL VALUE HISTORY
MICHAEL P ESSINGTON &W YEAR 2000 '2001 01/01/2002
DOROTHY S ESSINGTON LAND 74969 86285
55 NE 100 ST BLDG 53841 59327
MIAMI SHORES FL MARKET 128810 145612
331382314
MIAMI SHORES SEC 1 AMD PB 10 -70 ASSESS 118015 121555
LOT 18 & E1 /2 OF LOT 17 & W1 /2 HEX 25000 25000
OF 19 BLK 10 WVD
LOT SIZE 100.000 115 TOT EX
OR 18087 -3796 0498 1 TAXABLE 93015 96555
Date: 11/16/ 1 Time: .11:21:08 AM
PUBLIC VALUE INQUIRY * * * PTXM0186
STATE EXEMPT:
SALE DATE 04/1998
SALE AMT 156000
SALE TYPE 1 I/V I SALE O/R 18087 -3796
PF1 -MORE LEGAL PF2- PARCEL INFO PF3 -FOL SRCH PF5 -TAX COLL PF7 -PREV OWNER PF8 -MENU
PF13 -OCCUP LIC
PROCESS #: B20021100002 . 0 BATCH:
FOLIO #: 1132060131420 SITE ADDRESS: 55 NE 100 ST
FEEPAYER: ORONI, INC
14040 NW 6 CT
DEPARTMENT OF PLANNING AND ZONING
IMPACT FEE RECEIPT
COLLECTION NO.: 51028
DATE: 11/16/2001
MIAMI FL 33168
FEE DIST. CAT. CATEGORY UNITS FEE EXTENDED
TYPE ID CODE DESCRIPTION AMOUNT
AREA 1.0 5002 00 UNIT SIZE (SO FT) 300 0.9180 275.40
IFSRP_0005T
TOTAL AMOUNT DUE:
PAID CHECK:
PAID CASH:
$275.40
$0.00
$275.40
larrecon
The expense of such testing will be incurred by the manufacturer.
• • ... • • ••...
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• • • • • • • • •
• • • ••• • • •
• • • • • • • • •
• • • 000 . • • • •••
• • 0410 • • •
• • • 41 • • • • IaE ROPOLI MN DADE COUNTY, FLORIDA
• • • • • . • ;+IbTRb_DADE FLAGLER BUILDING
41 •• .
BUILDING CODE COMPLIANCE OFFICE
METRO-DADE FLAGLER BUILDING
• 41 • • • • • • {4 FLAGLER STREET, SUITE 1603
PRODUCT CONTROL NOTICE O Adcti.T4CE
1 41 41 MIAMI, FLORIDA
F. 305) 375.2901
Almar USA FAX (305) 375 -2908
Altusa Tile /Ceramicas Decorativas Liobregat (Cedeska) PRODUCT CONTROL DIVISION
6645 NW 77 Ave. (305) 375.2902
Miami, FL. 33166 FAX (305)372.8339
Your application for Product Approval of:
Altusa High Clay Barrel Tile
under Chapter 8 of the Miami -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:
The Center for Applied Engineering, Inc. and Redland Technologies
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 - and the standard conditions on
page 9.
This approval shall not be valid after the expiration date stated below. The Building Code Compliance
Office reserves the right to seoure this product or material at any time from a jobsite or manufacturer's
plant for quality control testing. If this product or material fails to perform in the approved manner, the
Building Code Compliance Office may revoke, modify, or suspend the use of such product or material
immediately. The Building Code Compliance Office reserves 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.
ACCEPTANCE NO.: 98- 0428.02 Renews: 97- 0918.03
EXPIRES: 05/28/01 aul Rodrig ez
Product Control Supervisor
THIS IS -THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC eiD GENERAL
CONDITIONS
BUILDING CODE COMMITTEE
This application for Product Approval has been reviewed by the Miami -Dade County Building Code
Compliance Office and approved by the Building Code Committee to be used in Dade County, Florida
under the conditions set forth above.
Charles Danger, P.E.
Director
Building Code Compliance Dept.
APPROVED: 05/28/98 I Miami -Dade County
ALMAR USA
Product
Altusa Barrel
Trim Pieces
Product
#30 Felt
#43 Coated Base
Sheet
Mineral Surface
Cap Sheet
TRADE NAMES OF PRODUCTS MANUFACTURED OR
LABELED•Ip it P> f#j ; ; •.•
•
•
•• Te
Dimensions Specifications
1 =18%:"
w= 9'/."
%" thick
1= varies
w = varies
varying
thickness
Dimensions
N/A
N/A
• • ... • • • ...
• •• • • • • • •. •• •
• • • • • • • • • • • •
• • • ••• • .. •
• • • • • • • • •
• • . ••• • • • • • •••
• • ••• • •
•; •; • • ; • • • rrQdugt Control No.; 98- 0428.02
. . . . . .. •
... ... • • • •••
ASTM C 1 167
ASTM C 1167
TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS
Test
Soecifcations
ASTM D 226
type II
ASTM D 2626
N/A ASTM D 249
Lenzingtex -ZB I40 59' x 164' roll PA 104
Underlayment 22 lbs/roll
Rainproof lI 30" x 75' roll PA 104
36" x 75' roll
or
60" x 75' roll
Ice and Water 36" x 75' roll PA 103
Shield
Mopping Asphalt N/A ASTM D 312
type III or IV
Page 2 of 9
• • ••• ..
Product
Description
High profile, two piece, clay roof
tile equipped with one nail hole.
For direct deck, adhesive, and
mortar set applications.
Accessory trim, clay roof pieces for
use at hips, rakes, ridges and valley
terminations. Manufactured for
each tile profile.
Product
Description
Saturated organic
felt to be used as a
nailed anchor sheet.
Saturated and
coated organic base
sheet.
Mineral surfaced
asphalt roll roofing
for use as a top ply.
Single ply, nail -on
underlayment.
Single ply, nail -on
underlayment with
2" self - adhering top
edge.
Self- adhering
underlayment
Asphalt
Manufacturer
generic
generic
generic
Lenzing
Performance, Inc.
(with current NOA)
Protect -O -Wrap,
Inc.
(with current NOA)
W.R. Grace Co.
(with current NOA)
generic
ALMAR USA
Flashing Cement
Asphalt Primer
Roofing Nails
Tin Caps
Tile Nails
Drip Edge
Product
Roof Tile Mortar
( "TileTiteTM ")
Roof Tile Adhesive
( "Polypro®
AH 160 ")
Valley Flashing
Dimension!
N/A
N/A
min. 12 ga. with
3 /8" head
min. 32 ga.
min. 1 o.d.
max. 2" o.d.
min. 12d x 3'/."
N/A
N/A
min. 26 ga.
min. 16 "width
min. 26 ga.
min. 2" face flange
min. 2" deck flange
• • 0410 • • • •
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• • • • • • • •
II** • • • • •
• • • • . • • •
• • 4100 • • • • •
• . 0.0 • • •
00 00 • • • • • ..
• • : : : • Ttoduct Control No.: 98- 0428.02
• • • • • • • • •
... ... • • • ...
. Test
$peeificlitf5n!'.
ASTIvt D 4586'
'ASTM D41
PA 114
Appendix E
PA 114
Appendix E
PA 114
Appendix E
PA 123
See PCA
ASTM A 525
PA 111
Page 3 of 9
•
•
Prot
:'. DreeEr i 4 duc 4ion
4141
Asphihba ed,
asbestos free, fiber
reinforced, trowel
grade cement.
Cut back, asphalt
based coating used
to facilitate bonding
of dissimilar
materials.
Annular ring shank,
hot dipped, electro
or mechanically
galv. roofing nails.
Corrosion resistant
circular disc for use
in underlayment
attachment
Corrosion resistant,
ring shank nails.
Prebagged mortar
mix designed for
mortar set roof tile
applications.
Two component
polyurethane
adhesive designed
for adhesive set
roof tile
applications.
Galvanized steel
valley flashing
Galvanized steel
drip edge
Manufacturer
generic
generic
generic
generic
generic
Bermuda Roof
Company, Inc.
(with current NOA)
Polyfoam Products,
Inc.
(with current NOA)
generic
generic
ALMAR USA
Test Agency
•
•
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• • • • • •
.. • • •
• • • • • • • • • •
• • • •••• • •
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• • • • • • • .. •
• ... • . •
• • • • ••Pppdtt Control No.: 98 0428.02 • • •
• • • • • • • •
• ... • . • •••
EVIDENCE SUBMITTED
.. • • • •• ... ••
•
• • .
Test Identifier ; ; : ttb me/Report Date
•• • • • • • ••• • •
The Center for Applied 94 -083 Static Uplift Testing 09/94
Engineering, Inc. PA 101
(Adhesive Set)
The Center for Applied 257869 -1 Static Uplift Testing 1/22/97
Engineering, Inc. PA 101
(Mortar Set)
Redland Technologies P0647 -01 Wind Tunnel Testing 08/01/94
PA 108
(Mortar Set)
The Center for Applied 257869 Physical Properties 02/051197
Engineering, Inc. ASTM C 1167
Page 4 of 9
ALMAR USA
Deck Type:
Deck. Description:
SYSTEM D:
Slope Range:
Underlaytnent:
Rooting Tile:
Comments:
•
•• •
• •
•
•
•
• ••• • • •
•• ••• • • • • • ••
• •. • ; l rodjact Control No.: 98- 0428.02
• • • • • • • • •
••• ••• • • • •••
SYSTEMS
Wood, Non - insulated
.• • • •
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Page 5 of 9
• • ••• ••
•
•
New construction 19 /32" or greater plywood or wood plank.
Mortar or Adhesive Set Application
2 ":12" to 7":12"
Note: System D is only acceptable in this slope range.
Install underlayment system in compliance with Dade County Application
Standard PA 120. (See System Limitation #5.)
Install tile in compliance with Dade County Application Standard PA 120.
(See "Data for Attachment Calculations" included in this Approval.)
1. For re -roof applications, 15 /32" plywood is an acceptable substrate.
Frink 7?Tl. PPC
Table 4: Minimum Characteristic Resistance Expressed as a Moment - M, (ft-lbf)
for Mortar or Adhesive Set System
Tile
Profile
Tile
Application
Minimum Characteristic
Resistance Load (lbf)
Altusa Barrel Tile
Mortar Set
24.50'
213.8'
Adhesive Set
66.50
Table 3: Restoring
Moments
4" :12".
-
due to Gravity
5 ".:12"
- M (ft-lbf)
6" :12"
7" :12"
Tile Profile
' 3 ":12"
Altusa Barrel
Tile
5.02
4.95
4.85
4.72
N/A
Table 1: Average Weight (W) and Dimensions (I x w)
Table 2: Aerodynamic Multipliers - X (ft')
Wel, ht -W (lbf)
6.30
Tile
Profile
Width -w (feet)
0.69
X (ft')
Batten Application
X (ft 3 )
Direct Deck Application
Altusa Barrel Tile
N/A
0.31
Table 1: Average Weight (W) and Dimensions (I x w)
Tile Profile
Wel, ht -W (lbf)
6.30
Length - I (feet)
1.542
Width -w (feet)
0.69
Altusa Barrel Tile
ALMAR USA
Bermuda Roof 'Tile Ti M
2. Quickcrete Roof Tile Mortar #1140
•
• . • • • •••
• •• • • • • • .. •
• • • • • • • • • • •
•
• • • • • • . •
• • • • • • •
• • ... • • • • •••
• • • • • • • .
• • • • • tr Control No.: 98-0428.02
• • • • • • • • •
••• ••• • • • •••
DATA FOR ATTACHMENT
CALCalaiONa : : :. •.
• • •
•
.. •. • •••••••
Page 6 of 9
ALMAR USA
PROFILE DRAWING
• • ... • • • ...
.0 .. • • • 0. .. •
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• • 0 0. • • • • 0410
• 0 0. • • •
• • • • • • • •
• •P �oduct Control No.: 98- 0428.02
• • • • • .. •
4141. 4141.
•
• •• .41.
.. • • • . 000 ..
• 00 0 0 . 0 • • 00 •
•
41
0 • • • • • 000 00
"ALTUSA BARREL" CLAY ROOF TILE
Page 7 of 9
Frank7,uloaea. RR('
ALMAR USA
• • ... • • • ..•
• • • • • • • • • • • •
• • • • • • • • • • • • •
•
• • • • •• • • • •
• • • • • • • • •
•
• • •• • • • • • • ••
• • •• • • • •
• • • • • . • • • • • • • •
• • • • • • frpdutt Control No.: 98- 0428.02 • •
• • • • • • • •
••• ••• • •••
SYSTEM' LIMITATIONS
. •• • • • •• ••• ••
1. The standard minimum roof pitch for the Alt* 'arreljhi ►,pi r
• • shall comply with Dade
County Application Standards PA 120. • • • • • • • • •• • •. •
2. System installation shall be in compliance with the system specifications outlined in this Product
Control Approval. The method of attachment utilized shall provide sufficient attachment resistance
expressed as a moment to meet or exceed the required moment of resistance determined in
compliance. with Dade County Protocol PA 1 or PA 127. The Altusa "Barrel" tile profile has
been tested for both wind characteristics and static uplift performance , therefore, attachment
calculations for installation in compliance with PA 115 or PA I27 shall be done as an 'Moment
Based System'
3. For mortar or adhesive set tile applications, a field static uplift test by a Dade County accredited
testing agency, in compliance with Dade County Protocol PA 106, shall be performed.
4. For mortar set tile applications, 30/90 hot mopped underlayment applications may be installed
perpendicular to the roof pitch unless stated otherwise by the underlayment material manufacturer's
published literature.
S. All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for
identification in the field.
6. Applications for roofing permits shall include a completed Section II of the Uniform Building
Permit, a copy of Almar USA's current specifications and details, a copy of this Product Control
Approval and a copy of the Product Control Approval of any Roofing Component used in the
proposed tile application. Reference shall be made to appropriate data for the required fire rating.
7. The applicant shall retain the services of a Dade County certified testing laboratory to maintain
quality control in compliance with the South Florida Building Code and related protocols.
8. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South
Florida Building Code.
CEn O
Page 8 of 9
Frank Zuloaga, RRC
ALMAR USA
Almar USA
Altusa Tile/Ceramicas Decorativas
6645 NW 77 Ave.
Miami, FL. 33166
• • . .. • • • • ••
• • • • • •
• • • • • • • • • •
•
• • •. • • • •
• • • • • • •
.
•
•
• • • • • • • • • •
•
• • •.• • • • •* • ..•
• • •.. • • •
•: • . • . • . Prdddd Control No.: 98- 0428.02
• • • • • • • •
• • • • • • • • • • • • •
... •.. • • • • ••
• • • .. ACCEPXANCE NO: 98- 0428.02
Llobregat tCede,h*)• • •. • .PPIZOVED: May 28. 1998
• »DES : Mav 28, 2001
S .
Page 9 of 9
• • •
NOTICE OF ACCEPTANCE STANDARD CONDITIONS
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 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 times. 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 1 through 9.
END OF THIS ACCEPTAN
u oaga, RRC
TILE #
1
2
3
SPECIFIED
'4
5
AVERAGE
LENGTH (in)
16.1
16.0
15.9
15.9
16.1
16.0
N/P
WIDTH (in)
7.0
7.1
6.9
6.9
6.9
7.0
N/P
WEIGHT (lbs)
3.2
3.2
3.1
3.1
3.3
3.2
N/P
THICKNESS (in)
.39
.39
.40
.39
.43
.40
N/P
TRANSVERSE
STRENGTH (1be)
385
453
399
405
388
406
400- X 5
350 - indiv.
ABSORPTION
COLD WATER ( %)
4.2
4.9
5.4
1.5
2.1
3.6
< 6- X 5
<8 -1 indiv
PERMEABILITY
pass
pass
pass
- --
- --
- - --
11C
Anthony G. Porcello
President
•
. .. . . . • • • • ..
• • . .
. . . . •
• • • • • • • •
1...
l_. T88TRELL Cato'Y.ABO ATdRIBB' A'eoMeoLT1NT8, INC.
3731 B.W. 47th Ave. #401, Davie, Florida 33334
Phone: (954) .set -$ . ;•.yx : 564 -3887
• ... . . . . .. • • • • CLIENT: Interclay, Corp. .. • • . • • ... ..DATE: 5/23/96
6645 N.W. 77th Avenue
Miami, Florida 33166
Att. Mr. Carlos Fernandez
TEST: Protocol PA 110 -95 (ASTM C1167 -93a):
Traverse Strength (dry)
Moisture Absorption, Permeability
CERTIFICATE OF TEST AND ANALYSIS
LAB #: AAP -9
Tech: M. Presciti
TILE MANUFACTURER: Altusa
TILE DESCRIPTION: clay, small barrel, marked- Altusa Made in Venezuela
TILE CLASSIFICATION: type I, grade 3
Comments: The submitted tiles meet the South Florida Building Code
Protocol PA 110 -95, (ASTM C1167 -93a) standard specifications.
Alberto Ramirez, P.
Reg. State of Florida # 23976
• • ••• • • • •••
•• •• • • • • • •• •• •
• • • • • • • • • • • • •
• • •• • • • •• •..• • • • •
• • • • • • • • • •
• • •• • • • • • • •• •
50 . .
Years • ••��•
• • •••• ••
.... , •
D , •
` I11111111111 111111 .1 /1. '111 /111 /1III', ■
111 t► ,��_
_.�. 111 1/ 11 e; 1; 11 111 L
e
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r
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4s.. 4 1110
•
The Manufacturer warrants the performance of each individual "S" ELEGANT and
ALTUSA MISSION, Clay Roofing Tiles to remain of a quality that obtain the Stoneware
classification. due to conditions of manufacturing of our clay roofing tiles.
Altusa does not warrant accessory materials or installation labor provided by others.
Altusa warrants unto the registered holder of this certificate that each Attusa's tike
properly installed at the designed address will for a period of 50 years from the date of
installation remain incombustible, won't be damaged by vermin, or allow passage of water
due to decomposition or decay. the tile will not change color from the one it had at time
of delivery.
Altusa will provide. within ninety (90) days from the date of our investigation, at no
Cost to the Registered holder. replacement for any tile which exhibits the specific defects.
This warranty does not cover 1) Damage to the tile caused by installation not according
to the printed recommendations Issued by the company; 2) Surface cracking or chipping;
3) Defects or failure of other materials used as components of the roof or structure; 4)
Damage to the tile caused by roof traffic or foreign objects falling on the roof; 5)
Hurricanes, tornadoes or other Acts of God.
The foregoing is the entire expressed warranty of Altusa. and is independent of any
other warranty made by any other person. Altusa, shall In no event be liable under any
circumstances for incidental or consequential damages, or for any damages to any structure
its contents, or its occupants. Some states do not allow the exclusion or limitation of
incidental or consequentioal damages, so the above limitation may not be applicable in
those states.
Claims under this warranty will be honored only when the following conditions are
met. 1) The holder of this certificate is the original legal owner of the property shown
herein (if original owner is a developer, this warranty can be passed up to the first registered
buyer of the sttucttue), or the legal owner of record of the property shown herein at the
time of installation of Altusa tiles, town existing structure; and 2) the registration certificate
shown herein has been properly executed and forwarded to Altusa within ninety (90) days
of installation or original ownership, and 3) the registered owner notifies Altus& promptly
after the facts on which the claim is based become known and 4) Altusa has had an
opportunity to investigate and approve the claim before any repairs are made.
For funher information, concerning your warranty, contact:
Manufacturer:
ALTUSA
Alfareria del Turblo, S.A.
Carrera 1— Zona industrial N• 2
Barquisimeto Venezuela
Name of Tiling Contractor
Installation
Comment:
INTERCLAY CORPORATION
884.5 N.W. 77TH AVE.
MIAMI, FL 33166
(305) 471 -5830
FAX (305) 471 -6533
Date of Tile
41110
r
IMP
a*
4 ♦r
1 11 111 /11111,111111110 1111111111111111
4• •• ••• ♦♦ ♦ ♦ ♦ ♦ ♦ ♦• ♦ 44.4.4. ♦4.4.44♦
'dot, i 11111 1 1111111111111
•
♦_
411110- 41 4100
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•
•
•
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f
• i
• •♦
• 41 4010
• ♦4010
4, ASP
41110. 4010
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•
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---- Th %18 /01 89:31:47 941.480.1980— F162— >3856009558
Oct -12 -01 02:53pm From -PGT INDUSTRIES
MIAM IDADE
PGT Industries
1070 Technology Drive
Nokomis ,FL 34275
Your application for Notice of Acceptance (NOA) of:
The expense of such testing will be incurred by the manufacturer.
ACCEPTANCE NO.: 01- 0109.01
EXPIRES: 02/25/2006
APPROVED: 04/12/2001
\\ a04500011pc2000 \ \templacestnotice acceptance cover pagedot
Internet mail address: postmaster @buildingcodeonlinc.com
• • ••• • • • •.. Page 018
.• .• • • • •. .• •
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• • • . • • Tv313
941480;900 • ▪ • .•P•0:1• F -164
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••
•
PRODUCT CONTROL NOTICE OF ACCEPTANCE
• MlAMI.DADE.IOUkITY, FLORIDA
•: .METRaI:=ADE I;AGLER BUILDING
• • • • • • •
• • •
�BUiLIIING CODE COMPLIANCE OFFICE
METRO -DADE FLAGLER BUILDING
• 1.40 'EST FLAGLER STREET. SUITE 1603
• • • • • • •WJ1«+IIA 33130 -1563
• • • • • OA 15 -290? 1 'A X (305) 375 -2908
•
• • • • • •.. •.
CUN ram:mR LICENSING SECTION
(305) 375 -2527 FAX (305) 375-2553
coNrnACrolt ENFORC :Kw:NI' DIVISION
(305) 375 -2966 FAX (305) 3
PRODUCT CONTROL DIVISION
(305) 375 -2902 FAX (305) 372 -6339
Series SH -701 Aluminum Single Hung Window - Non - Impact & Large Missile Impact ✓
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this
product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the
use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined by BCCO that this product or material fails to meet the requirements of the South Florida
Building Code.
Raul Rodriguez
Chief Product Control Division
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 Miami -Dade County, Florida under the conditions set
forth above.
Francisco J. Quintana, R.A.
Director
Miami -Dade County
Building Code Compliance Office
Nomcpagc: http : / /www.buildingcodeonlinc.com
,18/01 09:32:19 941.400.1900- FB2 >3056009550
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Oct -12 -01 02:54pm From -PGT INDUSTRIES 941480190! • ••• •T•31i P.02... F -164
PGT Industries
• ... . • •
.. .. . . . • • . •
• • • • .
• • . .
• • • • • • • • . • • •
ACCEPTANCE NO.: • 01t 0109.01
APP'I Oy D�•. OeR• 1 2 2001
••
• . .
EX1 iRFS' ' • • f Febtuary 26, 2006
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS,
1. SCOPE
1.1 This renews the Notice of Acceptance No. 97- 0310.02, which was issued on 02/26/98. It 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 SH -701 Aluminum Single Hung Window — Non - Impact and Large Missile Impact
Resistant and its components shall be constructed in strict compliance with the following
documents: Drawing No 4032, titled "Aluminum Single Hung Windows" Sheets 1 through 7 of 7,
dated 11/27/96, revised on 01/04/01, signed and sealed by R. L. Clark, 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 of Large Missile Impact see sheet 1 and for Design Pressure Rating of
Non Impact see sheets 4 & 7 of 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 instal tion o this syste
Man el P rez, P.E. Product C
Prod Control Division
2
of Examiner
18/81 09:32:54 941.480.1988 FB2 >305 6889550
Oct -12 -01 02:54pm From -PGT INDUSTRIES
PGT Industries
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94148019db • •
• • • • ••• Page 012
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• • T NO3/ F -164
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• • • • •
• • • • • •
• • • • • • • • •
ACCEPTANCE No.: ' OT- 0109.01
•• • • • •• ••• APR 1 2 2001
Apr RQn • :
• • .
EXPIRES" ' • • F ruarV 26 2006
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
I. 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 permanently
Couty Product Control Approved" labeled the or a's city,
state, and the following statement: "Miami
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 Ice) 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 drawings it distributors and shall be available for g es, ocuments, where it
shall be provided to the user by the manufacturer o
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, and this last page 3.
END OF THIS ACCEPTAN E
I1 /
Mann Perez, P. E., Product Cont
Produ 'ontrol Division
3
'xamincr•
ITEM
*WHERE WATER INFILTRATION
REQUIREMENT 1S NEEDED •
WHERE WATER INFILTRATION
REQUIREMENT IN NOT NEEDED
+60 PSF
POSIT
+60 PSF
NEGA
—60 PSF
—60 PSF
ITEM
DESCRIPTION
V.T. #
VL:NUUK
,",,:..,,. NF
1
FLANGED FRAME HEAD
612225
ALUMAX EXTRUSIONS
AF -12225
2
FLANGED FRAME SILL
612226
ALUMAX EXTRUSIONS
AF - 12226
.3
FLANGED FRAME JAMB
612227
ALUMAX EXTRUSIONS
AF -12227
4
FIXED MEETING RAIL
612228
ALUMAX EXTRUSIONS
AF— 12228
5
SASH TOP RAIL
612229
ALUMAX EXTRUSIONS
AF -12229
6
SASH BOTTOM RAIL
612230
ALUMAX EXTRUSIONS
AF -12230
7
SASH SIDE RAIL
612231
ALUMAX EXTR IONS
AF -12231
8
GLAZING BEAD
612234
ALUMAX EXTRUSIONS
AF -12234
9
WEATHERSTRIP — VINYL BULB
6TP247K
TEAM PLASTICS
TP -247
10
3/16" ANNEALED GLASS
PPG. LOF
II
3/16" ANN. GLASS W /DUPONT 457 FILM
LAM. BY ROMAG. VERICOM
12
1/4" TEMPERED GLASS
PPG. LOF
13
6 x .750 PHIL. PN. HO.
7658PFM
AQUA FASTENERS
14
SWEEP LATCH
MINIATURE DIE CASTING
PGT.214.XX
15
#8 x .625 PHIL FLT. HD.
7858WW
MERCHANTS FASTENER CORP.
16
WINDLOAD ADAPTER
612236
ALUMAX EXTRUSIONS
AF -12236
17
#8 x .375 PHIL. P.H. TEK
78X38PPT
MERCHANTS FASTENER CORP.
18
WEATHERSTRIP — VINYL 81.1 9 \SASH
6TP249K
TEAM PLASTICS
TP -249
19
SASH TOP GUIDE
MASTER TOOL
7 —W10 -344
20
SCREEN
VINYL TECH. \PGT
21
BALANCE COVER
WYBORG
STAVE
22
BALANCE
CALDWELL MANUFACTURING INC.
23
WEATHERSTRIP — PILE \FINSEAL
61062W
SCHLEGEL CORP.
FS7826 -187
24
SASH FACE GUIDE
70251
MASTER TOOL
7 —M10 -251
25
MI6 x .500 PHIL FLT. HD.
76X12FPAW
SCHERER INDUST. PRODUCTS
26
SASH STOP
612244
ALUMAX EXTRUSIONS
AF -12244
27
ii8 x 1.000 PHIL P.H. SMS
78X I PPA
MERCHANTS FASTENER CORP.
?8
SILICON
62899
DOW CORNING
899
29
WEATHERSTRIP — VINYL BULB \SASH
6TP248K
TEAM PLASTICS
TP -248
•
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•
•
• • ••
•
•
•
S
•
NON — IMPACT WINDOWS
7.) GEADN0 -3/18• ANN.
2J CONFIGURATION& Nut
J.) DES1414 PRESSURE RARNQ
SEE OCMPARATNE ANAL= PEES ON VW 4
4.) ANCHORS:
SEE ctoWARAINE ANALYSIS URGES ON SHEET 4
S.) PUTTERS ARE REWIRED AT AU. INSTALU1i0NS
8.) REFERENCE 1ST REPORR m 7530
53.125
M4
ELEVATION
NON — IMPACT WINDOWS
• ••
• • •
• •
•
• •
•• ••
•
•
•••
• •
••••
Jf1
1.) CLAM 1/4' IEdPERED •
2.7 CONROURATIONS OX
SEE DEIGN COMP ANALYSIS iISLES ON SKEET 7
4.) COMPARATIVE A ALYSIS TABLES ON SHEET 7
5,) SHUTTER REQUIREMENL•
0.) REFERENCE ARE RECUMED ASST REPORT: � AU.
FIL 15 33 '"t"'"OHS
LARGE MISSLE IMPACT WINDOWS
7) STALNQ J /re• ARK. mrrRY PASS
2) N70U V10VS OX
J.) DES1CN PRESSURE RCM
4 ANCNCRS:
8 FROM 07LYN CORNER
MAK SPACING Ar HEAD A SILL f .000
MAX.
%. SPACING AT JAMBS: 10.000 (8' IN MEETING 545. AREA)
5) P4117ER UTTER REWIRED
8.) REFERENCE TEST RIPON! F L /531
• 4�
Robert L. Clark, P.
P.E. 439712
Structural
T
INDUSTRIES
1070 1EChK{OLOOY CRAVE
WOWS. FL 34278
F.K. ✓ 4/01
D R.S.
ClIkd ay: pals:
0 11/27/96
wcnp5oro
ELEVATION VIEW
175.
ALUMINUM SINGLE HUNG WINDOWS
1,. i.J 14 u.. V;a null flit
S511111 ILOtIDA 0000 CODE
OA
i
PNOOU T +i snot. DIVISION 4
BUILDINI OS COIAIUAN OmCE
ACCEPTANCE CO N0. 01- 0103 .01
P.O. BOX Isle S.rice/MoQ.k 04575 SAe.e 0.3.4.4
Na
NOKOMIS. FL 34274 SH -701 NTS 1 a 7 4032
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34,500 •
DApLIGHT
• •
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• • ••
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• • •
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Of • •
76.000
MAX.
•
•
•
•
•
•
•
•
•
ROUGH
OPENING
ROUGH
OPENING
VERTICAL SECTION
ROUGH
OPENING
2.3
34.500
OAYLJGHT
OPENING
MAX.
O
r l ii•
I l
2.710
48.250 DAYLIGHT OPENING MAX. — "X"
49.562 DAYLIGHT OPENING MAX. — "0"
HORIZONTAL SECTION
3/16" ANNEALED GIAIS
53.125 MAX.
GLAZING OPTIONS
3/1 W/DUPONT FILM — C457) INTERIOR SIDE
1/4" TEMPEREr) GLASS
I) CORNER CONSTRUCTION:
FRAME CORNERS ARE SEALED W/ WHITE SEALANT SCHNEE /MOREHEAD /5504
FRAME HAS BUTT' JOINTS. FRAME CORNERS AND F7XED MEETING RAIL ARE SECURED WITH (2) /8x1" PPH SINS
2) WEEP HOLES:
(2) 1/2" WEEP NOTCHES AT ENDS OF SILL SCREEN RETAINERS
Rend R, eta
F.K. 7/4/01
Orme Itr R.S.
a•mlplron:
CROSS SECTIONS
Date: 1/22/96
R"viafonr:
ROUGH
OPENING
SfIl U, I 'AIC, : i t , l! G LtltJ
APP..! 2 20
tli,:am,r; ;: M::.4.21= o 12i. 01
ALUMINUM SINGLE HUNG WINDOWS
1070 7E'CNNOLOGY ORNE P.O. BOX 1529 Sak��/IWQe* SI,1t Ora .lnp Na
NOKOIOS. FL .34275 NOKOMIS. ft 34274 SH NTS2GI7 4032
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1070 rramotoor coat P.a eox 1529
NOKOMIS. FL 34275 N0K010, Fl. .14274
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F.K. 11
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INDUSTRIES EXTRUSIONS
pu.
New
1/21/97
swIer./Kedo
SH-701
ALUMINUM SINGLE HUNG WINDOWS
NTS
Sheet
3
D(0.111g N.
4032
•
•
2.784
.052
7.17
• • •
• •
• •
• •
• • •
• • • •
1.451 --1.4
t
.
.490 002
11
I .705
ALUM. 6065—T5 .655
ALUM. 6065—T54
ALUM. 6085—T5
1.350 -owl
CD
.052 ----me.
1
ALUM. 6065—T5
2.330
2.784 1. 1 2.3
(7) ALUM. 6065-75
2.325
1.969
.052
ALUM. 6085—T5
(I) ALUM. eoes—ra
1.023
4
1.187
ALUM. 6065-154
.•.. 11:
OM:
0
Ri
Window
Heights
Window Widths
.
19.125
(4)
24.000
(4)
28.800
(6)
32.000
(8)
37.000
(6)
40.000
(8)
44.000
(8)
48.000
(8)
83.125
(8)
26.000 (8)
- 135.00
69.33
- 135.00
69.33
- 135.00
69.33
- 135.00
69.33
.135.00
69.33
•135.00
89.33
•123.69
69.33
- 111.77
69.33
-99.48
69.33
38.375 (8)
- 135.00
69.33
.135.00
69.33
- 135.00
69.33
•135.00
69.33
.114.87
69.33
- 103.35
69.33
-91.34
89.33
-81.83
69.33
-72.19
69.33
50.825 (8)
-111.48
69.33
- 105.05
69.33
- 104.80
69.33
- 104.80
69.33
-97.86
69.33
-67.12
69.33
48.00
69.33
-67.40
67.40
-96.86
58.86
63.000 (8)
-80.02
69.33
-74.74
69.33
-69.42
89.33
-87.87
87.87
-67.67
67.67
-87.67
87.67
-67.67
87.87
-69.36
59.36
-51.22
51.22
76.000 (12)
-61.73
81.73
-53.80
53.80
-51.19
61.19
47.69
47.89
-48.63
46.53
-48.80
46.50
•46.50
46.50
46.50
46.50
46.50
46.50
Window
Heights
Window Widths
.
19.125
(4)
24.000
(4)
28.500
(6)
32.000
(6)
37.000
(6)
40.000
(8)
44.000
(8)
48.000
(8)
53.125
(8)
26.000 (12)
- 135.00
69.33
- 135.00
69.33
- 135.00
69.13
- 135.00
69.3.3
•135.00
69.33
- 135.00
69.33
- 123.69
88.33
- 111.77
69.33
-99.48
69.33
638.375 (12)
- 135.00
69.33
. 135.00
69.33
- 135.00
69.33
- 135.00
89.33
- 114.67
69.33
- 103.35
89.33
-91.34
69.33
-81.83
69.33
-72.19
69.33
1 50.625 #12)
.411.46
69.33
- 105.08
69.33
- 104.80
89.33
- 104.80
69.33
.97,86
69.33
-87.12
69.33
-76.00
69.33
-67.40
67.40
•56.80
58.86
63.000 tie
-51.02
69.33
-71.74
69.33
-69.42
69.33
47.67
87.87
.67.67
67.87
-67.67
87.67
-67.87
67.67
-59.36
59.36
-51.22
51.22
• 78.000 416)
- .73
61.73
-53.80
63.80
-51.19
61.19
-47.69
47.69
.48.53
48.53
- 46.50
46.90
48.50
46.50
-48.50
46.50
46.50
46.50
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COMPARATIVE ANALYSIS FOR 3/16" ANNEALED GLASS
NOTE: Numbers In (I parentheses are quantity of anchors per side.
Nogativo Design Loads based on Comparative Analysis and Glass Table ASTM 61300.
Positive Design Loads based on Comparative Analysis and Water Test Pressure.
NumbeNs atbove•for #10 screws or 3116" Tapering.
NOTE: 2 anchors 4" apart, 4" from each Moor meeting rail are required. (Total of 4 anchors at each meeting rail)
• • • •
• • NOTE: Anc,yrs 6" from each corner as follows,
••••
• • • 'kllA. spacing at head & sill a 14.000
• • • "Oaf spacing at lambs a 14.000
• • COMPAHAsTiMti1ANALYSIS FOR 3116" ANNEALED GLASS
o • NOTE:li4l&s)tlp1 in II parentheses are quantity of anchors per side.
• • - • • • Negative Drign Loads based on Comparative Analysis and Glass Table ASTM 51300.
•
ce PositiVS Dbsige Loads based on Comparative Analysis and Water Test Pressure.
• • •
Numbers above for #12 screws or 1/4" Tapeans.
NOTE: 1 anchor 4.000" on each side of meeting rail are required. (Total 012 anchors at each meeting rail)
NOTEs Anchors 6" from each corner as follows:
Max. spacing at head & sill = 14.000
Max. spacing at jambs a 14.600
INDUSTR ES
Rem By
F.K. ij4/01
Drawn tio
D.B.
1070 IECHNOLOOY DAnE P BOX 1529
NOKOM1S, FL J4275 NOKOMIS, FL 34274
049 a/F I6�re
`2 / 24 /97
S.Ap/abQel:
Ski -701
RevlNow
0exrbwn •
COMPARATIVE ANALYSIS - 76" HIGH " OX "
nee:
ALUMINUM SINGLE HUNG WINDOWS
NTS
She.,:
4 r 7
orolklr Ne.
4032
REFERENCE TEST REPORT, FTL 1536
Robert L. Clark, Y•z
P.E. #39712
Structural
Cv'..4/ L'i i3 VIM THE
sOUiN F'. 1 %A SililDISG CODE
OkTi AP R 1 2 2..
Of
PIGOU(LCOITOOL DAIMON
80110103 CODE COMPLIANCE OFFICE
ACCEPTANCE 50.0/ 01 09.0 1
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TYP_ SILL.
1.250 2 x WOOD
BUCK
- .250 MAX.
250 MAX.
1.250
3/16" TAPCON 110 PANHEAD
P. • ' •
\4W D,. TAPCON
1.250 .250 MAX.
fi
TYP. HEAD
TYP. Stu
110 PANHFAD
1.250
.250 MAX.
2 x WOOD
▪ . a . BUCK
Robert L Clark. PE:
P.E.#3971.2
S1nttYIVM
TYP. JAMB
MAX.
TYP. JAM
2 x WOOD
BUCK
111 t au l a. n I..V CODE
OIL
OATS WW1
Y l U (�1001
BY
PROD O T�a""IRO..I:ISION
BODING CODE COMPLIANCE OFFICE
ACCEPTANCE 10. 0/ -0104. O f
INDUSTRIES
Road 6y:
F K. 1/4/01
O"" R.S.
Child 8y:'iOate:
tate
Radalaax
oucd eaa: TYPICAL SINGLE HUNG ANCHORAGE
(3/16" TAPCON /OR #10 PANHEAD)
rile:
ALUMINUM SINGLE HUNG WINDOWS
1070 TECHNOLOGY DR* P.O. PDX 1528 lertea/lfodet
NOKOARS, FL 34275 HOKOMS, R. 342741 SH -701
Sawa:
NTS
Shoat
5
Ara I q Na.
4032
•
• •
• m
• •
•
•
•
•
v
CO
LL
1 x y WOOD
O • •EPOti y
• •
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• •
1 ••••
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I • •
- ••••
• • •
•• • •
••
• • • _______
• •
•
• •
•
• •
•
• ••
• ••
• • •
• •
TYP Sli I
. .
1.250
1/4" TAPCON
.250 MAX. -
•
•
.f
•
12. ..110
TYP. SILL
Robert L Qark,
P.E. #39712
Structural
Ft T
INDUSTRIES
a
.250 1 x WOOD
MAX. SUCK
TYP. JAMB
R..sd EIS
F.K.
Orem 4: R.S.
oemrlp5«u
" 11/27/96
MAX.
TYP. JAW.
1i�4/01
aka Sy: Oakes
R.N.ionx
TYPICAL SINGLE HUNG ANCHORAGE
(1/4" TAPCON /OR #12 PANHEAD)
2 x WOOD
BUCK
ALUMINUM SINGLE HUNG WINDOWS
APPRUTED AS COMPLYING Willi THE
SOUTH RPM DA DUIEDIOO CODE
DO AYH 1 li!.
770
PRODU ! R01. DIVISION 0
8Ui1D1 • CODE COMPLIANCE OFFICE
ACCEPTANCE N0. 4!.0!09 O I
SMuMed.6 Saar. SM.tr Orrreng Ho.
10' N ° OKKO , FL 4275 rro1401.1 , FL SH - 701 NTS 6.07 4032
Rev.
Window
Heights
• • • •
Window Widths
19.125
(4)
24.000
(4)
26.500
(6)
32.000
(6)
37.000
(6)
40.000
(5)
44.000
(8)
48.000
(8)
53.125
(8)
26.000 (8)
- 180.00
69.30
- 180.00
69.30
.180.00
69.30
.180.00
69.30
.180.00
69.30
.180.00
69.30
- 180.00
68.30
.180.00
69.30
. 180.00
69.30
38.375 (8)
- 180.00
69.30
.180.00
69.30
.180.00
69.30
. 180.00
69.30
.180.00
69.30
.180.00
69.30
- 176.78
69.30
.158.37
69.30
. 139.73
89.30
50.625 (8)
- 180.00
69.30
- 150.00
89.30
.180.00
69.30
.180.00
69.30
.180.00
69.30
- 188.62
89.30
.147.10
69.30
.130.45
69.30
- 113.93
89.30
63.000 (8)
454.68
69.30
- 138.85
69.30
.134.38
69.30
- 130.98
69.30
. 130.96
09.30
- 130.98
69.30
- 130.98
69.30
- 114.88
69.30
.99.13
69.30
76.000 (12)
- 119.48
69,30
- 104.13
69.30
469.07
69.30
-92.30
69.30
-93.06
69.30
-90.00
69.30
-90.00
69.30
.90.00
69.30
-90.00
69.30
Window
• Heights
• • • •
Window Widths
19.129•
(4)
24.000
(4)
26.600
(6)
32.000
(6)
37.000
(6)
40.000
(8)
44.000
(6)
48.000
(8)
83.125
(8)
15:000 (12)
:480.00.
69.30
.180.00
89.30
.180.00
69.30
- 180.00
69.30
.180.00
69.30
- 180.00
69.30
- 180.00
69.30
- 180.00
69.30
- 180.00
69.30
38.375 (12)
r.1811 4
69.30
- 180.00
69.30
- 180.00
69.30
- 180.00
69.30
. 180.00
69.30
- 180.00
69.30
.176.78
. 69.30
- 158.37
69.30
- 139.73
69.30
811.625 (12)
•1j0.g%
69.30
. 180.00
69.30
- 180.00
69.30
- 180.00
69.30
- 180.00
69.30
- 168.62
89.30
-147.10
69.30
- 130.45
69.30
.113.93
69.30
611.800 (16):
AIM 88
69.30
. 138.85
69.30
- 134.38
69.30
- 130.98
69.30
- 130.98
69.30
- 130.98
69.30
- 130.98
69.30
.114.88
69.30
-99.13
69.30
176.000 (18)
119.48
09.30
. 104.13
69.30
-99.07
09.30
.92.30
59.30
-90.06
69.30
40,00
69.30
-90.00
69.30
-90.00
69.30
-90.00
69.30
yOMPARATIVE ANALYSIS FOR 114" TEMPERED GLASS
Qt NOTE; Numbersjn (i parenthesetare quantity of anchors per side.
•--1
30 Negative Design Loads :,ased on Comparative Analysis and Glass Table ASTM E1300.
c-o o Positive Design Loads based on Comparative Analysis and Water Test Pressure.
Ms • ••••••
12.• • •
••••e•
a,
•••
••
• •
• •
C,, • •
• t• •
• •• • • • NOTE: 2 ancrir a" apart, 4" from each side of meeting rail are required. (Total of 4 anchors at each meeting rail)
•••••• • NOTE: And :84 terfom each corner as follows:
• •••••• • 1Jlhfiaspacing at head & siU a 14.000
• • • •
• Marc•pacing at Jambs = 14,000
•••••• • • •
• • •
• COMPA31ATIVE ANALYSIS FOR 114 TEMPERED GLASS
o NOTE: Numbers In f i parentheses are quantity of anchors per side,
°
Q' Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300.
Positive Design Loads based on Comparative Analysis and Water Test Pressure.
v
Numbers above for #12 screws or 114" Tapcons.
NOTE: 1 anchor 4.000" on each lido of meeting rail are required. (Total of 2 anchors at each meeting rail)
NOTE: Anchors 6" from each corner as follows;
Max. spacing at head & sill a 14.000
Max. spacing at Jambs a 14.000
REFERENCE TEST REPORT: FTL 15.33
R d h h:
Vic. 1 /4 /or
Ommn e,- R.S.
1070 7F-04I401.04 DRIVE P.O. sox 1329
NOK01.115. FL 34275 NOKOMIS FL 34274
Citkd es re:
0 1eJ 1/27/97
SMes/vedet
SN -70
Revtdons:
Osscnptienf
COMPARATIVE ANALYSIS - 76" HIGH "OX"
ALUMINUM SINGLE HUNG WINDOWS
son.:
N TS
S,eet
7or
Oroen9 Na
4032
Rey:
C
id.r/
n a
M • • N
O i to
.-4
Net:
Robert L. Clark, P
RE. 039712
Strurrnral
y�tf�i
anfeJt:O .1l C04PEYI86 nil nit
IInf( RNA 111liai,i alE
atTE 114
i 0DU .1 Ct' 1;101 01001011
011101nb tii.iE ■OMPI WILE MICE
ACcIPIAN•CE 110. 01 - 0107,ci
MIAMI-0ADE ... ... MIAMI -DADE COUNTY, FLORIDA
1111111 .. .. • . • . • . •• •• • • • • • • . METRO -DADE FLAGLER BUILDING
• • • • -- -
: : •■• : • • • BVTLDING CODE COMPLIANCE OFFICE
METRO -DADE FLAGLER BUILDING
• 140 WEST FLAGLER STREET. SUITE 1603
• • "; . '. • • •• MIAMI. FLORIDA 33130 -1563
PRODUCT CONTROL NOTICE O1; A T�C CEP'NCE : : (305) 375-2901 FAX (305) 375 -2908
. • . • •
MetalTech, Inc. ••• • • • • - CONTRACTOR LICENSING SECTION
7635 West 2nd Court (305) 375 -2527 FAX (305) 375 -2558 • Hialeah FL 33014 . . • CONTRACTOR ENFORCEMENT SECTION
• • • • • • • ••• • •
PRODUCT CONTROL DIVISION
Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339
24 ga. Storm Panel Maximum Impact f
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 wills drawings prepared by Robert S. Monsour, P.E., and test reports
prepared by Construction Testing Corporation and Certified Testing Laboratories.
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 requirements of the South Florida Building Code. The expense of
such testing will be incurred by the manufacturer.
Acceptance No.:98- 0304.03
Expires:10 /01/01
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: 10 /01/98
Internet mail address: postmaster @buildingcodeonline.com
• (305) 375 -2966 FAX (305) 375 -2908
Raul Rodl:iguez
Product Control Supervisor
Director
Building Code Compliance Dept
Metropolitan Dade County
Homepage: bttp : / /www.buildingcodeoaline.com
MetalTech. Inc.
. • •• • • • •
.• •. • • • •• •• •
• •
• • • • • • • • • • •
•A*CCEIII'AI;let'No.: 98- 0304.03
• p�p : .: OCT 0 1 1998
•. ..
Ap• • • : • • • . . •
•
...... •
EMPIRES •• • •
NOTI _ I C PTAN .• • • P ■' . !OI ITIONS
• ••.
..
1. SCOPE
This approves a 24 ga. steel storm panel type shutter, 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.
..
•
•
. . • • • • •
aCT 01 2001
2. PRODUCT DESCRIPTION
The 24 ga. steel storm panel type shutter and its components shall be constructed in strict
compliance with the following documents: Drawing No. 98001, titled "24 ga. maximum impact
storm panel ", prepared by Ramms Engineering, Inc., dated January 10, 1998, last revised on August
14, 1998, sheets 1 through 7 of 7, 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
All permanent set components, included but not limited to embedded anchor bolts, threaded cones,
metal shields, headers and sills, must be protected against corrosion, contamination and damage at
all times.
4. INSTALLATION
The 24 ga. steel storm panel type shutter and its components shall be installed in strict compliance
with the approved drawings.
S. LABELING
Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the
following statement: "Miami -Dade County Product Control Approved ".
6. BUILDING 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.
Helmy A. akar, P.E. - Product Control Examiner
Product Control Division
-2-
MetalTech. Inc.
•
•
• . • .. • • • ...
• • • • • • •• •• • •
• • • • • • • • • • •
• • • ••• • • •
• • : • : MCEIPTiiN10E No.: 98 -0304.03
• ••• A4PRQ EJ
• • • • •
• • • • • • • • •
• ••• •• •
. •
.... •••
NOTICE OF ACCEPTANCE: • _ • S'kA)ARD•CONDTITONS
• :•.... ••
•
- 3 -
Product Control Division
• OCT 0 1 1998
OCT 0 1 2001
Renewal of this Acceptance (approval) shal'l•lie considered aftera 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 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.
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, 2 and this last page 3.
END OF THIS ACCEPTANCE ,/
�r • N(
Helmy A. akar, .E. - Product Control Examiner
. . • .. • • • •••
• . . • • . • • • • • • • • • • • • • • •
DESIGN WIND LOADS IN P.S.E:OI.ASS OI�JE$UILDING
1 14 M.P.H. FASTEST MILE WIND SPEED
ROOF MEAN
ABOVE
GRADE
•
.. • .• ••• ••
• .
(4) INTERIOR Z t E 'OOIst OPTS
ROOF 14604
•
TRIBUTARY AREA 1N SOUARE FEET
ABOVE /17
GRADE 0.1 Q 20 50 100 200 500 1000
•1.1 .1.4) •1.)4 .1.27 •I.I9 .1.1 4.1
15' as 47.81 45.90 43.44 41.53 39.34 36.88 36.88
20' 0.47 51.99 49.92 47.24 45.16 42.78 40.11 40.11
25' 093 55.58 53.36 50.50 48.28 45.74 42.88 42.88
30' a,a 58.57 56.23 53.21 50.87 48.19 45.18 45.18
40' 1.06 63.35 60.82 57.56 55.02 52.13 48.87 48.87
50' 1.15 67.53 64.83 61.36 58.66 55.57 52.10 52.10
• 60' 1.19 71.12 68.27 64.62 61.77 58.52 54.86 54.86
(5) END ZONE MAXIMUM CONDf11ONS
.2 .1.875 •1.625 .13 .1.)75 .1.1 .1.1
15' o.a 61.47• 58.06 51.23 47.81 44.40. 36.88 36.88
20' 0.87 66.85 63.14 55.71 51.99 48.28 40.11 40.11
25' 0.91 71.46 67.49 59.55 55.58 51.61 42.88 42.88
30' 0.911 75.30 71.12 62.75 58.57 54.39 45.18 45.18
' 40' 1.06 81.45 . ' 76.93 67.88 63.35 58.83 48.87 48.87
5 0 ' 1.11 86.83 82.01 72.36 67.53 62.71 52.10 52.10
.60' 1.19 91.44 86.36 76.20 71.12 66.04 54.86 54.86
NOW= a 10% d miwnun mddd► or OA1• s•t6moer It Smiler. but mot lass Man Ober 4% of miienum width or 3 loft
k mean root A.ipi4, in le.t except NC woe h.iple may be used Men 06510 dsgmss; one 0 fool slops from notarial. in derma.
• MOW of M iX1.akCH..R ter. .n7
7105 Weems 6'.. No..4 . i....
•
. ••• • •
•
COMPLIES W • • • •
ASC=E 8. •
• • • • • • • • •
•.. ••• • • • •••
TRIBUTARY AREA IN SOUARE FEET
0.10 20 50 100 200 500 1000
RAMS ENGINEERING, INC.
Jf.. -L..•[ JJ.rJw
a1 ROM/
..fa. - Ist an 1101
MI" "SIM JAM
p.
•
f
• • • • • •
'LIES WITH: • • •
S:F.B:C. 1994 EDITION FOR DADE COUNN�7. SOUTH FoOR/L • t • • • • • • ' • 24 9
. �� N( CoOf• ••• `� $.
2314.5 FATIGUE LOAD TESTING AND 2315 IMPACT PESTS
DESIGN CRITERIA:
GENERAL NOTES:
PANELS Ai1Y BE NO7CHED OR MIMED TO ACCOMMODATE AN OBSTRUCTION
577.WED IN
1 LEG 01NLY
S 2 as
• • ••• • • • WIND LOADS PER CHAPTER 23 OF S:F.QC PRESS8IIE / UIFjEMe?.C 177 NS;
MUST BE PERFORMED PER ASCE 7 -88 '1M1MMUM D6SICN ;LOADS 474 EL//LDM76 ANp.
INNER STRUCTURES'
ALL ALL4LWUAI 7RL5/QNS TO BE ALLOY 6063 -T6 OR EOIiAL • • •
E
STORM PANELS .SHALL BE:
24 GAUGE STEEL, ASTM A653 SO GRADE E MIN. Fy ••• BO ICS.I.
HOT DIP COATED IWTH .4 NOMINAL MIN OF 12 1/2'
THE STORM PANEL SHUTTER MAr BE IKSTALLETT VERTICALLY OR HORIZONTALLY,
N ACCORDANCE TO THE DETAILED SPECIFICATIONS HEREIN.
ANCHORAGE OF THE SHUTTER SVS7EM TO CONCRETE OR MASONRY SHALL CONSIST OF
THE FOLLOWING OR EQUAL M77W MINIMUM ULTIMATE LOAD VALUES SHOWN
1/4' DAL RAWL LOK/BOLT ANCHOR ( SLEEVED DIRNE ANCHOR )
MIN. TENSILE 7190 - MIN. SHEAR 1520 - 1 1 /8' MIN. EMBED. IN CONCRETE
MIN. TENSILE 1200 - MIN. SHEAR 1270 - 1 1 /8" MIN. EMBED. IN MASONRY
1/4-20 RAWL CALK -IN ANCHOR ( MACHINE SCREW ANCHOR) N7TI/ 1/4-20 BOLTS
WIN. TENSILE 1870 - MIN. SHEAR 1730 - 7/8' MIN. EMBED. IN CONCRETE
MIN. TENSILE 880 - MIN. SHEAR 1340 - 7/8' MIN. EMBED. IN MASONRY
1/4' PERMA -SEAL TAPPER BY BAWL ( MASONRY SCREWS VARIOUS HEAD TYPES )
MN. TENSILE 1520 - MIN. SWEAR 1980 - 1 1/2' MEN. EMBED. IN CONCRETE
MIN. TENSILE 8B0 - MIN. SHEAR 1270 - I 1/4 M /N. EMBED. IN MASONRY
1/4' L4A44C /A/LIN BY RAWL ( zN4AC HAMMER DRIVES )
MN. TENSILE 980 - MIN. SHEAR 1400 - 1 3/8' MIN. EMBED. IN CONCRETE
MAN. TENSILE 730 - MIN. SHEAR 1320 - 1 1/4' MIN. EMBED. IN MASONRY
A NCHORAGE TO MOOD CONSTRUCf0N SHALL SE 1/4' S7EFi /ACS OR LARGER
WOW 1' MpK THREAD PENETRATION, 1/4 -20 BRASS MOOD BUSHINGS OR
1/4' ELCO PANEL MATES WITH 1 7/8 MW. THREAD PENETRATION.
REFER TO .SHEETS 5.6 & 7 OF 7 FOR ANCHOR SPACING AND MINIMUM EMBEDMENTS
IT SHALL BE THE RESPONSIBILITY O THE L10•VTH4CTOR 7O VERIFY THE SOUNDNESS OF 7HE
SWRUCTURE TO 1371WSTAND THE AOLY7IQIAL LOADS AND MORE PROPER ANCHORAGE:
EACH PANEL SMALL BEAR A PERMANENT LABEL OR STAMP SHOWING
• METALTECH, WG HIALEAH. FL ' DADE COUNTY PRODUCT CONI OL APPROVED '
WARNING TO OWNER OR TENANT LOCATED W DICH HEADER OR ONE PANEL OF EACH OPENING.
STATING ' STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL RONF7RC$NG
STRAPS OR BOLTS ARE PROPERLY INSTALLED. WHEN REOURED
PERMANENT FASTENER COMPONENTS. E7IBEDDED ANCHOR BOLTS THREADED CONES
OR METAL SHIELDS. NOT W USE MCAT BE PROTECTED AGAINST CORROSION.
CONTAU/ AlON AND DAMAGE AT ALL TIME
ROBERT S. MONSOUR, PE
OF ANGLE EB- 0006024
erns a1CIwAiNC. nc
• • •
•
• • ••• ••
MINIMUM VALUE
APPRCJED PS COMPLYING WTH THE
SOUT;1 FLORIDA BUILDING CODE
DATe - 1
BY A • . .
P.;CDUCT CO 9 :..L DIV!S:ON
BUILDING CODE COMPUANCE OFFICE
ACCEPTANCE NO. q g -004 •d3
ROASOMS Air
03 /20/98 sP
0 6/12/98 SP
08/14/98 sP
z
a
P /.5
01
ao
,o/
2 3/8'
mu
P2
2'
i
O \
AT 84R
VARIOUS DECREE
CORNER PAN
mo Mr.
o \�
CORNER PAN
OCl= MY.
1 3/32' 3 7/32'
N
I FLAT BAR
1
MOUNTING HOLES 12 1/7' ac
T1 C
CROSS SECTIONS
.090
5/8' Cu
r
N
Z l
.093
- - O
VARIOUS TYPES OF F TRACK NOT SHOWN
3 1/32' 3 7/32' 1 3/32' 7/8'
. . • . . . . . . .
•• .• • . • • .. •• •
• • • • • • • • •
2 3 /B• • • • • • • • • • • • •
1
. .. • • • • • •
• • •••
T---- --- 1
1/2'
I 1
RETURN
H1
•
••
.060 MK
1 1/2' �-
•r
•• • •
•
• •
• I
• • n
( F!
SPECIAL NET PANEL SECTION
• • . r
•
• • •
. •
• • • •
• •
T
7/8'1 3/32' 3 7/32' � 2' VARIES
,".,
O 4
TYPICAL
m
VARIES
N
P MAY BE MILLED
• • •
• •.•
.090
• .. ••
• •
• • • • • •
•
• • • ••• •.
L2H
5 13/16'
8' MIN.
2'
LJH
1/8' MIN.
2 1/4" ,I
O O
STUDDED ANGLE DETAIL
ALL sus 3/1• ( 11? )
Alt AgrUCIRXYYS µrd
MUMS MIMED :7 mom
L1M� 18-8 ST SIEEL
I ( 1 0.G
Y�—
ROW TO A IA�S OV 9Q.
ANCHOR MEXPITAG HOLLY LOCATED OA
OTHER HORIZONTAL OR ranc41. LEG.
1/8' x I 1/2' FLAT STUDDED STRAP ANT BE USW IN PLACE
Y
xI
sal
t. .
E.D.
VT 6' 0.
WCHOR
I J' O.C.
DM PANEL
ED I /4'
V
I . .
,QIO1
SEE •'�'i � /�. /mil SCHEDULE
ANCHOR SCHED � LE
CO REC IW TYPE PE Y
DETAIL 4
SE ANCHOR SCHEDULE
CONNECTION TYPE 'A'
OR OTHER HEADER of SILL
REFER TO THAT APPUC4710N FOR •
PROPER comfit—nom 777 NOTE
CONDNUOUS WOOD BLDOQNC
VARIOUS SIZES
DETAIL 7
NOTE'
ROBERT SS MONSOUR, PE
EB- 0006024
EMOINEERING.ING
MJ4 M�cc�` •
.. 'STGdNI PANEL
• • • d1/ti
HOR/ZOI T4I. l ILe. 7 bF • lunar. INSTALLAnoN
ELEVATION ELEVATION
Wr BE MOUN7737 WNTCALLr
OR waaoaL LY
DETAIL 11
DAIL
•
.
•'
• • •
r.
r
•
Ain
•
•
•
S.
•
•
•
•
•
•
•
•
•
c.
EC
- SEE ANCHOR SCHiEDULC
' CONECTION TYPE "B
DETAIL
IT SHALL BE IKE RESPONSIBIUTY OF THE CONTRACTOR
TO VERIFY. THE SOUNDNESS OF THE STRUCTURE TO WITH—
STAND THE ADDITIONAL. LOADS AND INSURE PROPER ANCHORAGE
SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE
M4SONRY.
WHEN ANCHORING TO WOOD, THE WOOD MUST BE
A MINIMUM 2 X 4 EQUAL TO /2 SOUTHERN PINE
WITH 0.55 SPECIFIC GRAVITY
AND STRUCTURALLY PART OF THE FRAMING STRUCTURE
OR SUCURELY ATTACHED TO FRAMING STRUCTURE
APPROVE: AS Cam ?!.y ., , - Tri THE
SO FLDF;;;.'. 6U!D1.:(1 C:DE
6Y
PRODUCT CO. 3 ROL D V :S ON
BUILDING CODE CCMPLiM CE OFFICE
ACCE?TANCE NOg 8 - Q3 0 4•4 3
REVISIONS
03/20/98
06/12/98
08/14/98
WV
sp
U
z
•
•
4 0■Relm■•■
s P / Jai / IlSil
01%
s�arw
8!001
7
MOW
2
..7
DETAIL 1
SEE AmwoR SCHEDLO.E
COMECTlON TYPE 'D'
DETAIL 5
FELL S70RH FlMQ (Mr.)
HEADER or SILL
DETAIL 9
noon FNC7m No moor
Sot°, mom& 72• ac
SPECK PANEL CONFIGURATION AMY
BE NEB FOR TRIPPED mots.
P4NEZS MAY BE ADDED TO *MI A
MOWS' ADD -ON OF r FASTENED R7
Or THE USE OF 04 POP RIMS
3,'76 TUBULAR RIMS OR 10
MI Baas 76' ac
REIURM p#FL ANEi2: TLSNr OR DOW
MUST BE LISM ON ALL MILD MIT OONW7 G
M CLOSE OFT Eras
WWI pot
INAOLIS SIZES
7/8 X 7 7/2 fL1T 6NR 9'
MUDDED 'MN imGrIii
WITTED IIOUV1NC HOLE Yl7' E USED
N CUM NH Or IANQ. 77P. FOR ALL
S7RLi4L PAN APPLGQA7 S
PLAN VIEWS
PIETA•
A. B. C &
• • • •• •
. . •• • • • •
• • • • • •
• • • ...
• • • • •
• • • • •
• ... .
.. •• • • •
SENANCHAR sIr mecc •
" •
CONIECTiIN TYRE . . .
... ••• • •
DETAIL. •2 • •
• • •
• • •
•
• • •
NOTE'*
7 5/8 NAX.
X
TLS PSF MAXIMUM
• . VI • .. •
• • •
• •
• •
• ...
rani
.. :LID:
:
$ • SEE ANCHOR SCHEDULE
• • • • CONNECTION TYPE 'A'
.. ••• ••
• • • • • • • •
O O HEADER or SILL R
AMY OE INSTALLED IN REYFRSE O R£CJ10N
ORO CONTINUOUS BLOCIONC
J /76 ANGLE
BOLTED TOGE77E'R mTH
7/4 -20 ?MU BOLT WI LOCK NIT 6' O.C.
USED AS HEADER OR SILL
SEE ANCHOR SCHEDULE
CONFECTION TYPE 'E'
DETAIL 6
HEADER or slLL
OR O
Ado' BE INSTALLED N REMSE ORECT10w
AS UN DETAIL 6
•EQ
MAXI ' PANS. HEIGHT 96:'';. •• . •
DETAIL 10
NUM ON TOP
SAL ON BOTTOM
DETAIL 3
C.) ® HEADER of St
E
NO
OR® GON77NLOLS BLOCKING
3/76 MOLE
BOLTED =EVER MTH
I/4 1HRU BOLT w/ LOCH Mt
USED
AS NC OR'
L�iMANUOL6 =CITING �OJ /76 MCi£
1/4 -20 WISHINE SCREW Al
M7TH SJDEW4LX BOLT
OR 7/4' MASONRY SCREW
• • J; MIN. EDGE DISTANCE
POURED' CONCRETE ONLY
oPnollNt US>r Gr 1 AN=
MR PURPOSE or =Mom N ALL
FLOOR PLLC AND 1000E
=Dr ANC OR 7r aG
MIXBIUM 04P BETWEEN S7RO4.
AND D.L.O. SHALL NOT EXXCffL
7/4-20 r 3/4 7olivaED STUDS AS HEIYED FRC FRONT HEM' 1 MI NAPE= MON= MN
P
9 "��
parnw
S OYEr STUD
PA AN
DDG*IT N SILL PCN SFp
7 AIL 19
•
••••WLIW/M
• .OD BUSHY*
•
• .?0 WOOD • •
�TAIL:�15
•
•
•
HEADER..'
141PK .F;1/4" mix
SCFLEDUI.E
r ' CC1fECIICM TYPE 'r -
SERVE 1HRU WINDOW
NOTE
THE METALTECN S10R11 PANEL ANY BE INSTALLED WITHOUT
THE USE OF AN 1DL RU0m NEAOER 0R SAL
THE SNU77ER MAY BE ANCHORED DREC1LY 7O THE
STRUCTURE MN 11E LSE OF ORE 0R A colon IA17ON
or OEM. 13
NOTE
• ••
• • •
• •
• •
• • •
•• ••
• •
• -'A(L 1
•
• ••
• • •
STORM PANEL
3/8" 1HRUBOLIS 9 1/2" O.C.
WITH 2X. .125 ANGLE ON BOTTOM
WIND PRESSURE 71.5 P.S.F. MAX.
M4XBIUM PANEL LENGTH 48"
-L--
1 1/4" MAXIMUM
"--
WOOD COUNTER 1 1/4" AL4z
THICKNESS COUNTER AMY BE
MADE OF OTHER MATERIAL
SEE ANCHOR SCEDULE FOR ANCHOR TYPES
ALL ANCHORS 12" 0.0.
►MTTN 11149 *wow(
- HEADER oR 5 LL
*000. CNN cRE71. OR MASONRY
COYPECTION TYPE 'A"
REFER TO DEFECTION
CHART
STORM PANEL
TYPE 'A'
7
1/4 PANEL MATE WITH MACHINE 5CREW HEAD
WR7 14-20 SIDEWALK BOLT
HEADER OR SILL
WOOD, CONC2ETE OR MASONRY
DETAIL 17
SSA PSF WHIT. SI./ PAIEL. HEM' 109" WXM
DETAIL 20
AA,USTABLE HEADER OR SRl
PANEL SELL RED $171
Wtiwazm WINCHUTS
STUCCO FTFQSN
REFER TO DEFECTION
OM TT
NOTE*
=Red PANEL
ROBERT' S. MONSOUR. PE
rv_nnnRn7d
TYPE 'A"
FRE571JCCO INS -A
DETAIL 14
HEADER s SIT.
IT SHALL BE THE RESPONSBIUTY OF THE CONTRACTOR
TO VERIFY THE SOUNDNESS OF DE STRUCTURE TO WITH
STAND THE ADDATONAL LOADS AND INSURE PROPER ANCHORAGE
SHUTTER S751EM MAY BE IN1SALL INTO WOOD. CONCRETE
MASONRY.
••S ' gr MOO? ScrO OGLE
COP/ECT10N TYPE •'L'
DETAIL 18
WHEN ANCHORING TO WOOD, 174E WOOD MUST BE
A MINIMUM 2 X 4 EQUAL TO 12 SOUTHERN PINE
WITH 0.55 SPEQF7C GRAVITY
AND STRUCTURALLY PART OF NE FRAMING �STR�UCTURE
OR SUCURO.Y ATTACHED TO FARM R.S.
A o" u amo rm.( THE
- • ../ SOL. ':DA s ".LD:YG =ME
y .Tf ,, _ •. L1
ST
PEOCUCT CO r 1. ov'.s -0Y
LNILDVIE CODS CONPL•ANCE OFFLCE
�TLJLCE so. 4 9 - OR. O4 -O.
04 /20%98
0 6/12/98
08/14/98
s
Sf
s
3 -
7
PANEL HOGHT
0 -sa : -_
. ..r..
x0-124'
WALL MOUNT
- 2<5/8 "
3
1/2"
INSIDE MOUNT
..Z:5/8".
• 3
1/2"
BUILD OUT
• 2 5/8" :
3
3/4"
PANE. HEIGHT
O"-104 '
um 7 24
WALL MOUNT
2"
2 1/4"
INSIDE MOUNT
2'
2 1/4'
BUILD OUT
2"
2 1/4"
4L7ECH STORM PANELS MAY BE INSTALLED W7TN OR WITHOUT THE
rAL BRACE STROP. REFER TO PANEL DEFLECTION CHARTS.
Z .
•ocit •
• • 8 •
• • ••••
• •
• •
• FRORT MEW sot VIEW
•
•
• •
k
z
•
•
•
• .4y .724" .
• •I /, 31•
• •
• 51 O6
0 35
- 7/ 46
— 7530
45
�( 3�
123••
1 ..
9 "
•
fo9"
104"
100"
95"
88"
82"
78
•
•
i
f24' MAC PANEL HEIGHT
NO PANEL STRAP
IS REQUIRED
Reiter PANEL SPAN HORIZONTAL BRACE STRAP
PANEL DEFLECTION CHART
HORIZONTAL STRAP
A8NMIM DISTANCE BE11f'ESV GLASS AND PANEL
••
•
••• 1/4 -20 STUD
WITH 2 ' D.C _ (7 •)
••••,2 1/2 - 0.G
•
••••
1/8' X 3/4'
• • • FLAT ALUMINUM am
• SIDE NEW FRONT NEW
DETAIL "E"
AAXLVUM CAP BETWEEN PANEL
AND HEADER IS /4" alp.)
DETAIL 7"
FASTFA'S' MUST BE RI *WHOM PORTION OF KEY MOLE
MOWING HOLE AMY ALSO BE A 9 /l6' DK CUICL.E
DETAIL "C"
I
DETAIL 13 ON SHEET 3
DETAIL 13 ON sorer 3
WALL MOUNT
AA04011•4 ~EL
MP & Mane
NO FOX OR 5XL
Sue
NTAL BRACE 'STRAP PANELS MAY RUN CONTINUOUS BY WIDTH
AND SILL EITHER HORIZONTALLY OF VER 7C4LLY
EXPLODED ASSEMBLY
DETAIL 3.4, t 8
ON 9017 2
OCTALJI. &
ON 9LEkT 2
14 (iAULat PlAAMPRA'I I1'Bi'AIL;.1E' s rum •
WALL MOUNT
HOCIOPC MAIL
10► • 50TTOv
NM SAO= NDI L
FRONT VIEW SIDE VIEW
HEADER AND SILL TYPE WY VARY. DEPENDING ON APPUG071ON
DETAIL 1 ON SHEET 2
DETAIL 13 ON SHEET 3
WALL MOUNT
mm KR ND SILL
TYPICAL SEC77ON VIEWS
ROBERT . MONSOUR, PE
EB- 0006024
,•■
i
124' WAX. PANEL HEIGHT
ONE' PAUL STRAP
LOCATED =SPAN
PAWL DEFLECTION CHART
WITH HORIZONTAL STRAP
MINIMUM DISTANCE BETWEEN CLASS AND PANEL
OEASS 5.7.9.10 AND 11
ON SHEET 2
DETAQS 5,7,9,10 AND 11
ON SET 2
BUILD OUT
ION Ica NO SILL
DETAIL 2 ON SHEET 2
DETAIL 16 ON SHEET 3
DETAIL 4. ON SHEET 2
INSIDE MOUNT
inn Ica AND SILL
APP!W'IED IS C,,MPLXING WITH THE
SOUTH n3?..IDA BUILDING CODE
E7
PEODI:CT CON1nv D1VS ON
BDILDIK.G CODE (kg CO 3C� OFFICE
1CCA�WlE N0.
03/
06/
O8/
NOTES:
ROBERT . MONSOUR, PE
EB- 0006029:
Stns QKdHffQll1G, nc
• • • • • • • •• •• •
• • • • • • • • • • • • •
• • • • • .. • • •
• • • • • • • • • • •
• • •
. • • • • •
• • •• • • • • • ••
SPANS Au LOADS sNotaa M his SCHEDULE
ARE FOR ZIETORMINAW kidtIOFf b ONLY.
FOR ALLOWABLE SPANS VS. DESIGN LOADS
REFER TO SHEET 4.
•• • • • •• ••• ••
• • • •
• MINIMUM ENBE4M :A4D • :av; diSTANCE :EXCLUDES
STUCCO ANDYOR WMl FINISME3 • • • • •
SHADED AREAS REPRESENT ANCHOR CONDI17ONS THAT
ARE NOT ACCEPTABLE.
IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TD VERIFY THE SOUNDNESS OF
THE STRUCTURE TO WITH STAND THE ADDITIONAL
LOADS AND INSURE PROPER ANCHORAGE
SHUTTER SYSTEM WY BE INTSALL INTO WOOD,
CONCRETE OR MASONRY.
APP .C'!T,," AS C MP'.Y 13 van THE
Si'r. ? ;IDA BU'ILDI'NG CODE
V •r 0 1
CJ:. iOL DVS ON
SUILCMG c.DE CCMPLANCE OFFICE
=.CCE TANCE NO. kg -0 u.o
F
Remoia
03/20/98
06/12/98
08/14/98
01 /)0/98
_ r
9M
5
7 '--
UP TO 71.5 PSF
MAW CCOCRLIE
COMM! ILOCK
1 B 1
C 0 E
A J B � C 1 0 E
.. 13
13
9 13
7 13
' 13 '• 16 • 13
11 • 13 13
• 13 16 1 13
9 13 13
_
13
6 13 . 13 16 ' 13
7 . 13 ' 13
.. 8 _ .
8
7
• 7 . 12_ . 13
16 ..... : 9 _.._._ . � ... ......_ 13
16 8 7 : 11 : 12
6 ' 10 . 12
5 ' 9 10
15 . 7 ; 5 , 9 ' 11
5_
6 • 7 ` 6 1 15 5 7' 7 6
. ... .
5
4'
13 '
13
13
..
5 6 5 14 ' 5 6' 6 i 5
4; 6' 5 1 12 ' 4
4 6`
7 13 : 13
6 13 13
5 12 12
813 • 13 14 13 '
7 13. 13 13 13
6 13 13 12
7
6
6
_12
6 10 11 1. 1 5 ... ....5..... 7 ... _.. 8....
5 .... 9 ...... : .... 10 ._. , 10 ._... : .. 5 4 7 . .
4 8 9: 9 4 4 6 6
4
4
4
6 5 9 3 ._..
4 5 4` 8 3
4 3
4 4 3
3 ' 4 ' 3
4 • 4 ! 7' 3 `
16
16
..
-
7 : 13 :
6 13
16
15
14
.•►
13 . 13 ' 13
16 '. 13 ;
10 - 13 ' 13
15 ' 13 .
16
8 13 : 13
14 . 13 : 5 ' 14
11
1C ' 13 : 13 `• 13 ; 6 : 6 9 • 10
10
8 ' 13 : 13 ; 12 ! 6 `. 5 . 8 ' 9
9
7 1 12 13 ! 1 1 5' 4: 7: 8
7 .
8 i 9
7 111 4 i 5: 5 ' 4
6:
7 1 8
6 10 4 I 4 i 5 4
6:
5 7
6 9: 3 3. 4 3
13 1
13 : 13 13 1 16 13 8 1 13 i 13
13 !
11 1 13 13 1 16 13 • 6 1 13 ; 13
13 1
9 ! 13 ': 13 1 14 13 ! 5 ! 13 1 13
13 1
11 13 1 13 1 13 :' 6 6 1 9 1 10
12 1
9 : 13 ' 13 112 6
5 1 8' 9
11 :
7 1 13 ! 13 1 11 1 5
4! 7! 8
8'
9' 11 1 9 1 11 4
5 1 5
4
8'
7 110 1 8 110 4
4 1 5
4
7
6 1 9 7 1 9 1 3 ! 3 1 4 1 3
NOTES:
ROBERT . MONSOUR, PE
EB- 0006029:
Stns QKdHffQll1G, nc
• • • • • • • •• •• •
• • • • • • • • • • • • •
• • • • • .. • • •
• • • • • • • • • • •
• • •
. • • • • •
• • •• • • • • • ••
SPANS Au LOADS sNotaa M his SCHEDULE
ARE FOR ZIETORMINAW kidtIOFf b ONLY.
FOR ALLOWABLE SPANS VS. DESIGN LOADS
REFER TO SHEET 4.
•• • • • •• ••• ••
• • • •
• MINIMUM ENBE4M :A4D • :av; diSTANCE :EXCLUDES
STUCCO ANDYOR WMl FINISME3 • • • • •
SHADED AREAS REPRESENT ANCHOR CONDI17ONS THAT
ARE NOT ACCEPTABLE.
IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TD VERIFY THE SOUNDNESS OF
THE STRUCTURE TO WITH STAND THE ADDITIONAL
LOADS AND INSURE PROPER ANCHORAGE
SHUTTER SYSTEM WY BE INTSALL INTO WOOD,
CONCRETE OR MASONRY.
APP .C'!T,," AS C MP'.Y 13 van THE
Si'r. ? ;IDA BU'ILDI'NG CODE
V •r 0 1
CJ:. iOL DVS ON
SUILCMG c.DE CCMPLANCE OFFICE
=.CCE TANCE NO. kg -0 u.o
F
Remoia
03/20/98
06/12/98
08/14/98
01 /)0/98
_ r
9M
5
7 '--
ANCHOR
AND
- - - - -
SPACING vs ETISIGNPRESSUFtg • '
CONNECTION T'S'PE : • • •
. • • •
••• ••• • •
•
UP TO 59.6 PSF
• • ecs.IRED =NOWT! I CIONCRISIE IWO(
• VOINECTC•i WPE _i 00101ECTION rot
ANCHOR TYPE
PANEL
E.D.
AIBECIDIEIAIBICI
•
611 SCIAN•
:°:•:
3 :
a
16
,,v.
4 :3
16
11 . 13 : 13
9 13 ' 13
7 13 13
16 13 '
16 ; 13
16 , 13
: 13 •
10 • ....t3
8 • 13
•
• r •
tit RAW.
ii
I 4 .•
it 1 VC
16 ;
• •
LOWBOLT (SLEEVE NCHOR)
1 ifir MIN. EMBEDMENT
• •
sr SPAN
• 43
16 ! 13
8 13 13 16 • 13
7 13 ' 13 16 : 13
10 13 •
8 • 13
7
"AC
16 13
5 • 13 13 16 13 •
6 13
105 span
r
169
7 1213
169
16 : 8
15 7
8 12 ,
- •-•-
7 11
5 • 10
r
16 . 8
15 : 7
6 11 12
• 5 10 , 11
1 114-
124spn1
3'
15 '
5
5
4
6 7 6 :15
5 6 5 14 5
4 6 5 : 12 4
6
4 6
7
14
1 114
12 •
114 RAWL
(HAMMER
1 3/8" MIN.
1 114 MIN.
r
er SPAN
r
16
16
13
13
13
10 13 13 16 13
7 13 13 15 13
6 13 13 14 13
8 13
7 13
6 13
7
1 NC
16
..■.■
ar SPAN
r
16
13
12
11
8 13 13 ' 13 10
6 13 13 12 9
5 13 13 11 8
6 1
12
4 11
ZAMAC NAIUN DRIVE
CANE )
EMBEDMENT IN CONCRETE
EMBEDMENT IN BLOCK
T
16
"Pr
14
166. sPan
r
15
7
6
6
6 10 ... 1 1 : 11. .
5 9 10 : 1 . 5
4 8 - 9 • 9 4
... .. . .
4 7
4 6
7
13 :
12 •
1 lie
124" span
7
13
4
4
• 4 5 . 8 3
• 4 5 4 • 7 3
4 4
3 4
7
11
10
1114
VARIOUS HEAD TYPES
lj=alt===a11%.'
ERZIallIZIZIZIra°'
e 32Z4 1 21 -
(MASONRY SCREWS)
lir RAWL POINASEAL TAPPER
U4 EL= PANEL. MATES
i 117' MIN. EMBEDMENT IN CONCRETE
1 Ur MIN. EMBEDMENT IN BLOCK
6r SPAN
T
16 13
16.. . 13
16 13
13 13 . 13 : 16 13
12 13 . 13---.1 16 13 '
10 13 13 ' 16 13
9 13
7 13
6 13
r
I 1/4
ar SPAN
7
16 • 13
• 12 . 13 13 : 16 12
7 . 13
6 _ 13
5 13
7
16 13
16 13
• 10 13 13 • 14 11
8 . 13 13 : 13 : 10
1 114-
span
r
16 : 11
: 10 1 13 : 13
7
16 1 10
: 8 • 13 : 13
12 : 6
: 5 • 8
1 Ur
16
- 12 13
11 5
. 4 • 7
...
124" span
r
16 ;
• 8 9 7
11 • 4
4
4 5
3 4
7
1667
16 6
8 610
'6 7693
1 114-
, . .....!...
1i4-20 x Mr
RAWL CALK
(MACHINE SCREW
7fir M1N. EMBEDMENT
, 1/7
,
x
DIA.
At4CHOR)
...o.•4 - r,4
SPAN
3"
16 ' 13
. 13 ' 13 : 13
16 13
..)16 ' 13
• 913
2 - 5 '
16 1 13
765713
13 i 13 ! 13 •
8 ' 13
„ ' i' : • , .
2' -
' 11 ' 13 : 13 - ..162) , 13
• 6 . 13
66. SPAN
r
16 : 13
13 13 ! 13 16 12
' I 13
2S
16 ' 13
i 11 13 13 14 ' 11
: 6 ' 13
2-
16 . 13
i 8 i 13 : 13 13 , 10
, i 13
105 sPe^
r
16
13
: 11 1 13 ' 13 13
• 6 9
2
16
12
9 13 : 13 12 . 6
! 5 ! 8
r
16
11
: 13 : 13 11 ! 5
: i 7
124 span
3"
16 i 8
9'119h14
5. 5
2.5'
16 ! 8
7 10 : 8 10 4
4 : 5
2
16 : 7
. .
6 9 ' 7 ! 9 i 3
3 4
Awa■■•■••1•11111MENimism.---
_ . ..... . .
AN
• • •
• • • • ••••
• • • •
••
•• •••
•••.
1 I
• •
•
SCHE
•
• •
•
•
••
•
•
•
•
•
•
•
IT • v to v 1
12 13
11 11
9 10
16 13 11 • 13 13
16 13 • 9
16 13 7 13 13
16 8 9 • 10 9
16 7 7 9 B
13 10 13 1 13 i 11
13 1 8 ; 13 13 12
9 1 9 1 13 11 i 12
8 1 8 1 11 1 9 1 11
8 6 10 i 8 i 9
W SPAN
• •
•
tC SPAN
• •
105• span , S
1 114
r
124 span
1 W
S
124 - span S
1W
r
sr SPAN 2S
UP TO 81.5 PSF
16 1 7 ': 7
16 6 5
O I E I A I S I C I O I E A 1 6 1 C - I D L E L 16 13 • 8 1 13 . 13 9 : 13 13 16 . 9
16 12 ' 6 13 • 13 ' 16 12 7 _ 13 13 16 ' 8
16 11 5 ' 13 • 13 I 16 11 6 13 - 13 _ 15 7 _
16 6 6 5 7 _i6 6 7 8 7 14
14 5: 5 7 6 14 5 6 7 6 13 . 4
13 5. 4. 6 5 13 5. 5 8 : 5 11 1 4
UP TO 91.4 PSF
6 5 14
5 4 ) 13
5 4 1 11
A 18 I C I D I E
16 13 i 11 ? 13 13 14
16 ? 12 9 s 13 1 13 12 6 5 8
16 11 ! 7 i 13 13 1 11 5 4 7
SPACING vs DESIGN PRESSURE
ID CONNECTION TYPE
: 1
••—• — U •
• • �
••••
:0108biTaT " mow
J S MK EMBEDMENT •
•
••••
• •
••••
•• ••
•
ti
•
• • •
I •eeww'
'A. MARNE
w4MER OWE 1 •
EMBEDMENT IN CONCRETE
N. EMBEDMENT IN BLOCK
RIOUS DEAD TYPES
.S
ONRY SCRENS)
PERMA.SEAL TAPPER
_CO PANEL MATES
EJ&OUIENT IN CONCRETE
EMBEDMENT IN BLOCK
20 7fir 1/21:114. vL CALK4N
CHINE SCREW ANCHOR)
NOL EM9E0964T
•
••••
88' SPAN
✓ 1 L LI v L L
8 12 • 13 1 16 ; 9 . 9 12 13
7 11_ 13_ I 16 '__8 7 _11 _ 13
10 • 11 15 7 6 - 10 11
9
5
7 j 11 i 3 i 5
! 9 1 6 1 9 3 I 4 . 4 3
1 8! 6 1 8
NOTES:
SPANS AND LOADS SHOWN IN THIS SCHEDULE
ARE FOR DETERPANING ANCHOR SPACONG ONLY.
FOR ALLOWABLE SPANS VS. DESIGN LOADS
REFER TO SHEET 4.
WAWILI / EVBEDMENT AND EDGE DISTANCE EXCYUDES
STUCCO AND /OR WAIL FINISHES
SPACED AREAS REDRESENT ANCHOR COND IZONS THAT
ARE NOT ACCEPTABLE
-
IT S 44LL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY THE SOUNDNESS OF
THE STRUCTURE TO WI771 STAND THE ADDIT?ONAL
LOADS AND INSURE PROPER ANCHORAGE
SHUTTER SV57EL ANY BE IN754LL INTO WOOD.
CONCRETE OR MASONRY.
AMICM AS CDAVLY,NG WTH
SOL:H 'M BUR .DING CODE
DATE
BT
PROD.CT COI■ DIV:s.oN
BU ;LDIND CODE COMP..;:SCE OFFlCE
ACCEe TANCE :lO. Q 4) - O3oL - 03
THE
WOOD APPUCATIONS
UP TO 59.5 PSF
UP TO 71.5 PSF
UP TO 81.5 PSF
UP TO 91.4 PSF
CONNECTION TYPE
CONNECTION TYPE
CONNECTION TYPE
CONNECTION TYPE
ANCHOR TYPE
DIA
SPAN
A I B I
C I
D I E
A I B I C I C I E
A I B I C' D I E
A( B 1 C I 0 L E
BRASS WOOD BUSHING
1 - MIN. PENETRATION
t -M- tt F
! }}� � � } t} }�S -1 }�
•
TRE PENETRATION
14
1/4'
5178,
I
3�
7/16
SPAN
14
' 13
5
13 13
12 12 5 ! 12 12
10
7 4 ' 10 10
9
- 4
4 '
6 ;
7
����
• • •
•
_ • •1
• •
• • •
• •
:
•
.1*
•. • •
• ?MINIMUM
1
� -. ttt
RI4IMUM
•
\r
MINIMUM
�•
•
sr SPAN
11
. 8
.
4
11 11
9 4 3 6` 7
8
.14
3. 3 4 3
9 ' 6 ' 13 13
7
12
9
6
3'
' 5 '
3
9
Iq laq N N v N N 1!1
l'I 10- N t
9
8
16
14
12
10
4
. 3 .
13
4
3
8
6 7
4 ' 3
13 13
8 i 3 3
_-- -.° ;.7 = :: _ -- -=- .- = ::
15 13 6 13 13
11
6
4
6
5
3
13 13
12 6 _ 5 s 8 9
10
4 4 , S 4
_::' _ -_; =..
' 3
? 4 ,
4 '
3
3
13 . _
4
13
8 9
5 4
13 13
9 10
6 4
13 13
13 13__
8
10 4 4 S 4
- . < - -.- .: _ _- . _ _ .
�F����F �,t tf- -
1 A0O1yI4C
MUM , � �
,St
•
WOO LA
- � •� )N
+tt� tt��F` 'tt
F}Yi - h�
• •
WOODLA GS •
TREAD PENETRATION
16
13
7
6
5
11
9
14 T7 �6 9 10
12
_
.:.
16
14
16
` 5 5 6 ' 5
_ _ _ _
_ __
. 12 : 8 13 , 13
11
18
13
18
' 4
. 8
`:. 4
9
' 5
_ 7
6
_
-
8
5
_ -
11
5 '
=
12 `'
1055 SPAN
14
7
4
13
13
8
5
13
13
9
5
12 4 5 6 4
-- _- ,_: :_�--- ..__.:.,._,
16 13 '9 ' 13 13
124' SPAN
sr SPAN
88 5 PAN
12
16
16
16
16 __ 7 _ 10 12
14 5 6 6 5
_,�; -� c--: ->_ :. : :
_.' :.� - r _ : _ - - . : = : - . - -s.
16 13 10 13 13
_.
5 . 6 7 .6
13 9 13 13
105' SPAN
7
6
12
9
8
7
11 _ 12
6 5
13 13
13 ` 13 -
12 13
7 6
- PAN
124 S
88' SPAN
13
16
88 SPAN
16
16 s 8 i 8 12 13
--
16
.; "
=
8 : 7 8 7
�___. _ . -._
14
_
_
4
1 05 SPAN
1 6
15 5 7 7 6
- :--''''''''± _ .., :. - -
N � y j aj n. v Bj �VaIN
15
iii 1
171B'
...
S t. 4 iµtl 1/4'
1 /4' ELCO PANEL MATES
MIN. THREAD PENETRATION
16
14
12
10
16
13
f 11
6-
•
13
8
6
5_ ....
3
8 .
13 13
13 13
8 ..... 9
5 4
13 13
15 13 6 13 13
149
13
12
9
12
3
6
12 6 5 8' 9
10
-' . ,:''
14
'. 4 4 5 4
_
_" ' _' `'
9 6 13 13
4
. 5
4
8
3
9
10
- - -...--E;-_: -- _ ;; ,:
15 13 6 13 13
r -- tt[ t pt
i1- :
F :.1- V�
ffn -\ �F�3
114' O PANEL MATES
17/8" MIN. THREAD PENETRATION
1 / 4 '
14
.
11
6
13 13
8 9
12 6 ' 5 ' 8 [ 9
10 4 t 4' 5 4
- - - - _ - _ - _ - _
10
-. -
4 4 5 ! 4
9
' 3
• 4 ?
4 !
3
12
6
5
- -.-. --
10
4
3
5 4
NOTES:
SPAS AND LOADS SHOWN N TITS SCIED LE
ARE FOR DETEFOINING ANCHOR SPACING ONLY.
FOR ALLOWABLE SPANS VS. DESIGN LOADS
REFER R TO SFEE ='T 4.
WEN ANCHORING TO WOOD. TIE WOOD ARIST BE
A MINIMUM 2 X 4 EOUAL TO /2 SOUTHERN PRE
033 SPECIFIC GRAVITY
AND STRUCTURALLY PART OF THE FRAMING STRUCTURE
OR SUGURELY ATTACHED 7O ;NAMING STRUCTURE
SHADED AREAS REPRESENT ANCHOR CCAVfTONS THAT
AVE NOT ACCEPTABLE
TT SHALL BE RE RESPONSWIILITY OF Tim
CONTRACTOR TD 1 ERWY DE SOUNDNESS OF
DE STRUCTURE TO w17U STAND DE AOOITTO/AL
LOWS AND INSURE PROPER ANCHORAGE
SHUTTER SYSTEM WY BE MVTS4EL INTO *000,
CONCRETE OR MASONRY.
iioBE1 T X014 - SO R∎ >
.EB- 0006024
114117 13131110:11114 MIC:
APPROVED AS COMPLYING WITH THE
SOUTH TIDA BUILDING CODE
I AT ©c A.. 0 Is ct
PRODUCT CO. YT TDI ON S OS
BU1DiNG CODE COMPLIANCE MICE
AGL'EPTANCE NO 4 C 6 -A3nt{ • 43
I-DADE
A pproved:02 /18/1999
Internet mail address: postmaster ©buildingcodennline,rnm
• • ••• • • • •••
• • • • • • • • • 00 •
• • • •
• • • 000 • • •
•
• • • • • • • •
•
• • 000 • • • • •••
MIAMI -DADE COUNTY, FLORIDA
• • • • METTR9 -MDE FLAGLER BUILDING
• �• �' '. :BlALDtNC CODE COMPLIANCE OFFICE •
• • • . • • METRt7bADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
PRODUCT CONTROL NOTICE OF ACCEP.TA ,MIAMI, FLORIDA 33130.1563
• :' � i :°(301) 375 -2901 FAX (305) 375 -2908
Vinyl Tech/Progressive Glass Technology '
• •
1070 Technology Drive •• • •
. • CONTRACTOR LICENSING SECTION
(305) 375 -2527 FAX (305) 375 -2558
Nokomis FL 34275
CONTRACNFEMT
(305) TOR 37 -2966 ORC FAX ENT ( 305) 375 -290 SECION 8
Your application for Product Approval of PRODUCT CONTROL DIVISION
SWD - 101 Outswing Aluminum French Door (3/8" or 7/16" Laminated) (305) 375-2902 FAX (305) 372 -6339
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 ' t
product or material at anytime from a jobsite or manufacturer's plant for quality control testing to secure this
If this product or material fails to perform in the . approved manner, BCCO may rev
the use of such product or material immediately. BCCO reserves the right to revoke this a p oval, if i
determined BCCO that this product or material fails to meet the requirements of the South Florida Building
g
The expense of such testing will be incurred by the manufacturer.
Acceptance No.:99- 0128.01 (Revises No.: 98- 0506.02)
Expires:11 /22/2001
Raul Rodriguez
Chief Product Control Division
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
RAL
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.
rancisco . Quintana, R.A.
Director
I of 3 Miami -Dade County
Building Code Compliance Office
Vinyl Tech/Progressive Glass Technology.
2of3
• ••• • • • •••
•
• •• • • • • • •• • • •
• • • • • • • • • • •
• • • • • ••• • • • • •
• • • • • • • • • .•.
• • • ••• • • • •
. 4CCEItSAeCI tilt: •: 99- 0128.01
• • • • • • • • • .•
• ••• •
••• A?PROVEI; •••. ...FEB 1 8 1999
•FX:gs :: 1•rlovcmber 22, 2001
NOTICE OF ACCEPTANCE: SVECIFIC CONDITIONS
1. SCOPE
1.1 This revises and replaces the Notice of Acceptance No. 98- 0506.02, which was issued on
November .22, 1998. It approves an outswing aluminum French door, 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 SWD -101 Outswing Aluminum French Doors - Impact Resistant and its components
shall be constructed in strict compliance with the following documents: Drawing No 971, titled
"French Door XX, X" Sheets 1 through 4 of .4, prepared by manufacturer, dated 02/16/98, with
revision C dated 1- 22 -99, .signed and sealed by Robert L. Clark, 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 application of pair of doors and single door only, as shown in
approved drawings. Single door unit shall include described in the active leaf of this approval.
4. INSTALLATION
4.1 The outswing aluminum French doors and its components shall be installed in strict compliance
with the approved drawings.
4.2 Hurricane protection system (shutters): the installation of this unit will not require 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 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 installati n of this syste
■
Manu: Perez, P.E. Prod
Produc ontrol Division
ontrol Examiner
Vinyl Tech/Progressive Glass Technology.
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 page 3.
• ..• • • • .••
• •• • • • •• •• •
• • • • • •
• • • •.• • • •
• • • • • •
• • ••• • • • • .. •
• • •.• .
• •
.. .. • • . • • • •• •
; ACCEPT I CE g.: • _ 99 0128.01
. • ..•• • •••
••• ••• •
APPROVED • FEB 1 8 1999
.. • • • • •• ••• ..
• . EJrji 1TJ S :November 22, 2001
Manuel er P. E., Produ t ontrol Examiner
Product Control Division
END OF THIS ACCEPTANCE
3 of
u
ip
I L_
r
37.500 M4
--13"
MAX.
ON CENTER
TYP. HEAD & SILL
7 1/2"
13 5"
5 1/2"
13.5"
t TYP. MAX
5 1/2"
SEALANT ON
FRAME CORNERS
& PANEL CORNERS
• • .
• ..• •
...... •
• • • •
• . •
• .
• . • • • • • •
• ... • • •
• . . •
•
• • . .• • •
. . .. • • •
• • • .
• • •
• • • • . • • • • •
• • . . • • •
.. . ... • • • . .•
.. • • • 7 1 ' . . Z ..1
• . • • . " .
• ••• • • • Tr
.• • •
• • • •
95.750
MAY
7 1/2 "--I
.
7
X.�C
•- I
--13" -]
MAX.
ON CENTER
TYP. HEAD & SILL
71.750 M
7 1/2"
Revisions:
Material:
Vendor No.:
Revised BY
D.B.
13.5
ti
Drawn y
D.B.
-- 7 1/2"
5 1/2"
1
13.5"
7YP. MAX.
5 1/2"
SEALANT ON
FRAME CORNERS
& PANEL CORNERS
Dote:
2/16/98
D i t ; . 22/99
Scale:
N.T.S
1.) GLAZING: .401/464 LAMINATED 1 0 0 /I�ITERarE�Q'(MJ'4SN�(TO OR DUPONT)
2.) CONFIGURATIONS: X. XX • • ••• • •
3.) DESIGN PRESSURE RATING: • •
3o) .464 LAM.: +75 P.S.F. " -75' P...F..
3b) .401 LAM.: +60 P.S.F. -60 P.S.F.
4.) ANCHORS:
MAX. 7 1/2" FROM CORNERS (HEAD & SILL)
MAX. 5 1/2" FROM CORNERS (JAMB)
MAX. SPACING AT HEAD & SILL: 13.000
MAX. SPACING AT JAMB: 13.500
5.) NO SHUTTERS REQUIRED
6.) REFERENCE TEST REPORT: FTL -2241
Address:
•• • • • •
• • • • • .• •
• • • • •
• • • ••• • • •
• � •
• •�
• • ••. • •
• • . • • •
•• •• • • • • • • • • • • •. • • • • • •
• LARGE MISS E.: /MFA•CT • DOORS
APPROVED AS COMPLYING WIT}{ THE
SOUTH FLORIDA BUILDING CODE
OAT- �Q'k/L� I9 q9
BY
• . • .
PROOUty.
BUILDING CUB1 COMPLIANCE OFFICE
ACCEPTANCE NO. - O d• o/
Classification: Prod. Cattega . Series /Model: Item: Sheet:
JS 1 D 1 ELEV.
Description:
FRE DOOR - XX, X
D ss
tech /Proress!v y
WvAstvw J 0.117 Wf f.eo.g.,
or 4
P.O. BOX 1529 Size: Orawing No.: Rev.:
NOKOMIS, FL. 34274 I B I 971 C
✓, (
• • •• • • • •••
.. • • • • .• •. • •
• • • • •
•
• • • ••
• • • • • • • • •
• • • •• • • • • •••
• • ••• • • • • • • • • • • •
.. •
• • • • • •
• • • • • _ •
• • • • • •.... /• • • .•.
S. • ••
DFTA!L A'
Revisions:
Material:
1/8 ANN.
.090
3/16 ANN.
.250
MAX. SHIM 3.000 ---
SPACE
.401" LAM. W /MONSANTO SAFLEX PYB 1NTERL4YER
. w
I :
I '116 a i
Drown By:
D. B
SEE NOTE 3 ON SHEET i
DESIGN PRESSURE RATING: 160 psf,
Revised By:
D.B.
Vendor No.:
Date:
2/16/98
Do fa:
Scale:
N.T.S
WsAxbrd d 0,117 fad" ",
... • ••.
•• • • • • • .. . • • •
• • • • • • • • • •
• • • ••• • �. — A - • • •
• • •. •
3/16 ANN.
• •
•• 090 •
NIA alb
Classification: Prod. Category: Series /Model:
SWD 101
Description:
FRENCH DOOR - XX
Address: P.O. BOX 1529
NOKOMIS, FL. 34274
.250
MAX. SHIM L 3.000
SPACE
Size:
• • •
Item:
• --
• • •
• • • . • • • ••
• • A. • •
•
• • • • �, •
• • • •
•: • ' •
•
•
• •• ••
1.489
.464" LAM. W/MONSANTO SAFLEX PYB INTERLAYER
OR .464" LAM. W /DUPONT BUTALITE INT£RLAYER
SEE NOTE 3 ON SHEET I
DESIGN PRESSURE RATING: 1 psf.
APPROVED AS COMPLYING WITH W-
SOUTH FLORIDA BUILDING CODE
B 9.12.
Y
PRODUC' Lwz. DP; S u:
BUILDING, CODE COMPLIANCE OFFICE
ACCEPTANCE NO. 7 C2/ 2 g. -
Drawing No.:
971
' Yw/.cirw d Rimini a 0.1. awo r.aas.
Sheet: Z
.J of 4
Rev.:
95:750
93.625
.489
EXTERIOR
1 .A72
i
4.000
ROUGH
OPENING
SEE SHEET 3
FOR ANCHORS
ROUGH -�
OPENING
.250 --
MAX. SHIM
SPACE
3.000
• • . ..
• •••
• • • • • - - -
• • • • •• • •
• • • • • • • • • •
.250
MAX. SHIM
SPACE
1. '79
• •• •
• • •
•
• • •
• • • •
• •
84 3/4"
DAYLIGHT
OPENING
1
34.625
• • • • • TYP. BOTH PANELS
•
; ACTIVE PANEL
VERTICAL SECTION
INTERIOR
1.489 .250
{ MAX. SHIM
SPACE
ROUGH OPENING
25"
DAYLIGHT
OPENING
HO
Material:
71 .750
INTERIOR
EXTEl IOR
JNTAL SECTION
Revisions:
Drawn ay:
D.B.
Revised By:
D.B.
Vendor No.:
d
Date:
2/16/98
Dote:
1 22 99
scam: .T. S
INACTIVE PANEL
Classification:
Prod. CoS D
•
• • •
• •
• •
.. ••
•
•
•
... •
- :_= 1A 55 technology
mim
*f
Series
Description:
FRENCH DOOR - XX
Address: P.O. BOX 1529
NOKOMIS, FL. 34274
• . • •
• •
• • • • • .• • . •
• •
M 1e0
• •
--I 1.480 1---
Size:
• •
•
• . ..
&td4(. €HIM
• ; 4PArE
•. •
• ..•
Item:
SECT
Drawing No.:
.
..'
ROUGH
OPENING
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DATE -
BY
PRODUC 0.`r s ua
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE NO i - 0/Z4'.a/
.....ka... / seas.✓ • awl u Owe Law.
971
Sheet:
or 4
Rev.:
ITEM
1
2
3
4
6
8
9
10
1
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33.
34
35
36
37
38
39
1 x WOOD
BUCK
1/4' TAPCON
TYP. HEAD
2 xxWOOD
• • ••• • • • •••
•• •• • • • •• •• •
• • • • • • • • • • • • •
• • ••• •
• • 0 • • • i••
• • ••• • • •
• • • •• •
• • • • •
• •
• • • •
• • • • •
• • • • • •
••• ••• • •
•
•
•
•
•
/12 FLATHEAD
TYP. HEAD
1
1.363
MIN.
J 14 ' t �
1/4' TAPCON I I
M z
BUCK
GROUT MUST TRANSFER SHEAR
LOAD TO SLAB.
TYP. JAMB
.„ . :.•
e
.•..
• .
:•
•••
.•
•; d
•
•
• • • •
•
• • • .
• • •
• ••.
DOOR H
DOOR J,
DOOR A:
:250x.
DOOR W
FRAME J
FRAME !-
GLAZING B
OUTSWIN
5/16x 1E
TRUSS C
5/16x1
5/16x 1 E
FRAME
STRIKE I
STRIKE I
10x3/4
HINGE A.
10x1 FL
10x1 /2
TOP/B07
6x1/2 f
8x1 1/.
SEAM SE
LOCK Sl
6x3/4 f
. 200x.
.375x.
3 POINT
LOCK (A
LOCK (0
DEAD -B(
Aa1 LAI
SILICONE
#12 Ph.
1/4" TA;
.401 LAI
. 464 LAI
. 464 LAI
,Z7/4
DESCRIPTION
V.T. if
60375
60376
QTY. /DESCRIP ;ION •:• • •
• • •
• • "VENDOR
ALUMAX
LU
VENDOR t
AF -10375
AF -10376
)OOR HEAD /SILL
100R JAMB (HINGED)
)OCR ASTRAGAL
60377
•• •
•
AF -10377
250 x .187 FINSEAL STRIP
67924G
60379
8 (2 /each door top 4 bat mkt: •.9CHL'WEC:CORP.
.
ALUMAX
FS7924 -187
AF -10379
JOOR W —STRIP CHANNEL
RAME JAMB
60380
612376
65170
• • • : • • • • • ;
• • • : ; : ;
ALUMAX
�11.lSICfAx ••
et CSRIDA' f GREEN
itil AIM* •
AF -10380
AF-12376
AF -12375
RAMS HEAD
;LAZING BEAD (ROLL FORM)
)UTSWING THRESHOLD
612375
• .. • • •
i/16x 18 THREADED ROD
6TRODA
4 1 /door top & bot. rail)
FASTEC INDUSTRIAL
TRUSS CLAMP
60378M
8 2 /ea. door top & bot. roil
ALUMAX
AF -10378
5/16x1/16 TRUSS WASHER
7WASI-IA
8 2 /ea. door top & bot. rail
FASTEC INDUSTRIAL
i /16x 18 TRUSS NUT
7JNUTA
8 ( 2 /ea. door top & bot. rail
FASTEC INDUSTRIAL
RAMS SCR. COVER CAP
41722W
VINYL TECH.
41722W
iTR1KE PLATE
7FRSPX
CAMCORP
iTRIKE PLATE INSERT
41721
VINYL TECH.
41721
10x3 4 SCR. FLT. HD. PHIL
71034A
•
MERCHANTS FASTENER
TINGE ASS'Y.
7FRMOW
6 (3 frame jambs)
NATIONWIDE IND.
10x1 FLT. HD. PHIL
710X 1 W
26 6 /hinge — hinge —door jamb
MERCHANTS FASTENER
10x1/2 FLT. HD. PHIL.
710X12PPW
30 5 /hinge &hinge —frame jamb
MERCHANTS FASTENER
rOP BOTT. SLIDE BOLT LOCK
41720
2 1 @ top /bot. of 1.h. astragal
VINYL TECH.
41720
5x1/2 FLT. HD. PHIL. —'
7612FW
4 2/slide bolt locks)
MERCHANTS FASTENER
1x1 1/2 SCR. PN HD. QUAD.
78112A
12 ('6 /head & sill)
FASTEC INDUSTRIAL
;EAM SEALER
6SM55W
SCHNEE MOREHEAD
SM5504
OCK SUPPORT ASS'Y.
4UBLOK
3 1 lock
6 2 lock support asst'.`)
VINYL TECH.
FASTEC INDUSTRIAL
4UBLOK
5x3 4 FLT. HD. PHIL.
7634F
200 x .190 QLON '
6Q200K
5 fastragalsfr. iambs & head)
SCHLEGEL CORP.
Q200X190
375 x . 190 QLON
6Q300W
4 1/astragals & frame jambs)
SCHLEGEL CORP.
Q375x 190
3 POINT LOCK ASS ?.
FD3PTAY
1 @ r.h. astragal
VINYL TECH.
FD3PTAY
.00K (ACTIVE)
7LOKAP
1 @ r.h. astragal
HARLOC
100
.00K (DUMMY)
7LOKIP
1 @ r.h. astragal
HARLOC
880
)EAD —BOLT LOCK
7BLTIP
1 @ r.h. astragal
HARLOC
820
40.1 LAM. W /MONSANTO
H.P.G.
>ILICONE
62899C
DOW CORNING
899
12 Ph. Pn. SMS
/4" TAPCON
H.P.G.
401 LAM- WDUPONT
464 LAM. W /DUPONT
H.P.G.
464 LAM. W /MONSANTO
H.P.G.
Revisions:
Material:
brawn
BY: D.B.
Ravised By:
D.B.
Vendor No.:
o
2 /16/98
1 /22/99
Scat 1\ . T. S
G
WM MI /In
Classification:
w.vlocit...1 a.ay t1 w.....
Prod. Ca ry
• • • •• • .:
• • • •
• • •• • • • •• •• •
• • • • • • • •
.. • • •
Series /Model:
101
Description:
FRENCH DOOR — XX
Address: 'P.O. BOX 1529
NOKOMIS, FL. 34274
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DATE �� 64C 1J +9 99
BY
PRODUCt .c *TROL DIVISION
BUILDING CODE COMPIANCE OFFICE
ACCEPT;+rtCL ui f7 t7/ Z• 0/
Size:
B
Item:
Drawing No.:
I progressive LILA SS technology
w■.a... • Amen, t o.m. o.. wntme
Sheet:
971
of 4
Rev.:
C
-• PREPARED BY: THOMAS G. LEE
• BURTON & LEE
11955 West Dixie Highway
Miami, Florida 33161
Folio No. 11- 3206 - 013 -1420
THIS INDENTURE, made this 30 day of RP4i , 1998, between
NORMAN HEGEDUS and SUSANA HEGEDUS, f/k/a SUSANA CABA, his wife, grantor, and
I EL P. ES T and DOR . E
T SSSIN _GTON office
, his wife, whose post oce
ad ress is 55 NE 100 Street Miami Shor�.s, FJd� a 33 38, grantee,
WITNESSETH, That said grantor, for and in consideration of the sum of Ten Dollars and
other good and valuable considerations to said grantor in hand paid by said grantee, the receipt
whereof is hereby acknowledged, has granted, bargained and sold to the said grantee, and grantee's
heirs and assigns forever, the following described land, situate, lying and being in Dade County,
Florida, to -wit:
The East 1/2 of Lot 17, all of Lot 18, and the West 1/2 of Lot 19, in Block 10 of
an AMENDED PLAT OF MIAMI SHORES, SECTION NO. 1, according to the
Plat thereof, as recorded in Plat Book 10, at Page 70, of the Public Records of
Dade County, Florida.
SUBJECT TO:
Conditions, restrictions, reservations, limitations and easements of record, if any, but any such interests that may
have been terminated are not hereby reimposed; and subject to applicable zoning ordinances and taxes and
assessments for the year 1998, and subsequent years.
And said grantor does hereby fully warrant the title to said land, and will defend the same
against the lawful claims of all persons whomsoever.
IN WITNESS WHEREOF, Grantor has hereunto set grantor's hand and seal the day and
year first above written.
Signed, sealed and delivered in
our presence:
STATE OF FLORIDA
COUNTY OF MIAMI-DADE
WARRANTY DEED
N HEGEDUS
30 • : ' 5th Street
Miami rida 33125
GG�Q��LL
SUSANA HEGEDUS
3060 NW 5th Street
Miami, Florida 33125
ARY PUBLIC
My Commission Expires:
• • .•.
• • S. •• • • • • • ••• • •
•
• • • ••• • • •
•
• • • • • • • . • .
• • • • • • • •
•
• •
••• • • • •• •
• ••• •
.. • • • • •••
••• ••• •
S. •
• • • • • S. • ; • •• ..
•
.....
•
• . • • • • • •
• • • • • • . • • • • • • • •
BEFORE ME, the undersigned authority, personally appeared NORMAN HEGEDUS and
SUSANA HEGEDUS, f/k/a SUSANA CABA, his wife, who executed and acknowledged before
me that the foregoing instrument was executed freely and - voluntarily for the purposes therein
expressed, and who are personally known to me or who produced drivers licenses as identification.
WITNESS my hand and official seal this 30 of Ap r , I , 1998.
ER
COMMISSION 4CC410514
EXPIRES SEP 25, 1998
BONDED THRU
ATLANTIC BONDING CO., INC.
Stove, oven, microwave, refrigerator, dishwasher, light fixtures, washer, dryer,
ceiling fan, a/c units, equipment and fixtures, all contained on the premises
located at 55 NE 100 Street, Miami Shores, Florida.
BILL OF SALE
. •
▪ . • • • • •
• •• • :: • :
::
• •
• • . •
KNOW •
ALL MEN BY THESE PRESENTS that NO'1 MAN' HEGEDUS and SUSANA
HEGEDUS, f/k/a SUSANA CABA, his wife, party of the first part, for and in consideration of the
sum of Ten Dollars, lawful money of the United States, to part ottie f rSt part 3aid MICHAEL
P. ESSINGTON and DOROTHY S. ESSINGTON, his wife, Marti of thq stcbnd part, the receipt
whereof is hereby acknowledged, has granted, bargained, sold, transferred and delivered, and by these
presents does grant, bargain, sell, transfer and deliver unto the said party of the second part, the
following goods and chattels:
TO HAVE AND TO HOLD the same unto the said party of the second part forever.
And party of the first part does covenant to and with the said party of the second part that
party of the first part is the lawful owner of the said goods and chattels; that they are free froth all
encumbrances; that party of the first part has good right to sell the same as aforesaid, and that party
of the first part will warrant and defend the sale of the said property, goods and chattels hereby made,
unto the said party of the second part, against the lawful claims and demands of all persons
whomsoever.
STATE OF FLORIDA
COUNTY OF MIAMI -DADE
IN SS WHEREOF, the hands and seals of the party of the first part have been set
this 3() � p r i 1. , 1998.
SUSANA HEGEDUS
BEFORE ME, the undersigned authority personally appeared NORMAN HEGEDUS and
SUSANA HEGEDUS, f/k/a SUSANA CABA, his wife, who executed the foregoing instrument
for the purposes therein expressed, and who are personally known to me or who produced drivers
licenses as identification.
WITNESS my hand and official this 3 0 of N p ►r; I , 1998.
NOTARY PUBLIC
My Commission Expires:
.
• • •• ••• •• • • • • • • • • • • •
• • • • • •
• • • • • • • . . .
• • • • • •
•
0,1t► VIVIAN MILLER
x , COMMISSION 0CC410514
P BONDED THRU �
ATLANTIC BONDING CO., INC.
Maximum percentage glass to floor area allowed is selected by type, overhang length, and shading coefficient. Maximum% = Installed % =
GLASS TYPE, OVERHANG, AND SHADING COEFFICIENT-REQUIRED FOR GLASS PERCENTAGE ALLOWED
INSULATION
INSTALLED
Ulf TO 20%
A
UP TO 30%
UP TO 40%
UP TO 50%
Single ..
Double
Single
Double
Single
Double !
Single
Double
OH - SC
OH - SC
OH - SC
OH - SC
OH - SC
OH -SC'
OH - SC
OH - SC
// 1"- 1.0 2
0' .86
�j
I 0'- .90
2'- 1.0
1'- .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
Shading coefficients (SC) may be obtained from the manufacturer. Single clear SC = 1 0, double clear' SC = .90, and single tint SC = .86.
TABLE 6C -3 MINIMUM REQUIREMENTS FOR ALL PACKAGES
COMPONENTS
SECTION
REQUIREMENTS
CHECK
Exterior Joints & Cracks
606.1
To be caulked, gasketed, weather- stripped or otherwise sealed.
-----
Interior Joints & Cracks
606.1
All openings in interior surfaces of ceilings and exterior walls must be sealed.
/
Sole & Top Plates
606.1
Sole . plates and penetrations through top plates of exterior walls must be sealed.
./
Infiltration Barrier
606.1
Infiltration barrier must be installed in exterior walls & raised wood floors.
ANY
Fireplaces
606.1
Fireplaces must have flue dampers, glass doors and outside combustion air intakes.
Exhaust Fans
606.1
Exhaust fans vented to unconditioned space shall have dampers, except for combustion
devices with integral exhaust ductwork.
Combustion
Heating
606.1
Combustion space and water heating systems must be provided with outside combustion air,
except for direct vent appliances.
6.8
Water Heaters
612.1
Comply with efficiency requirements in Table 6 -11. Switch or clearly marked circuit breaker (electric)
or cutoff (gas) must be provided. External or built -in heat trap required.
Single Assembly; enclosed
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 %.
Pk
Hot Water Pipes
612.1
Insulation is required for hot water circulating systems (including heat recovery units) and the first
8' of piping from the water heater (or until piping enters an insulated wall or slab).
Shower Heads
612.1
Water flow must be restricted to no more than 3 gallons per minute at 80 PSIG.
y �
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. 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.
Common, Frame
COMPONENT
MINIMUM
INSULATION
INSULATION
INSTALLED
EQUIPMENT
MINIMUM
EFFICIENCY
INSTALLED
EFFICIENCY
Concrete
R -5
Central NC - Split
•
SEER =
10.0
SEER =
SEER =
Frame, 2" x 4'
R -1;1
- Single Pkg.
SEER =
9.7
MEM
LL:
Frame, 2' x 6'
R -19
Room unit or PTAC
EER =
8.5*
EER =
Common, Frame
R -1;1
Common, Masonry
R -3
Electric Resistance
ANY
Under Attic
R -30
/2. 3o
Heat pump - Split
HSPF =
6.8
P =
1 7
LIN
Single Assembly; enclosed
R -1,9
Pk
F
.6
H
Single Assembly; open
R -10
Room uni PTH
P =
2.
Common, Frame
R -1:1
\CEI
COP
Slab -on -grade
No Minimum_
Gas, natu al or pr pan
AFU _
.78
AFUE =
AFUE =
Raised Wood
R_i1
OC
Raised Concrete
R -5'
Fuel Oil
AFUE =
.78
Common, Frame
R -11
Electric Resistance
EF =
.88
EF =
1 Iona I
In unconditioned space
R -6
( (
Gas; Natural or L.P.
EF =
.54
EF =
In conditioned space
No minimum
Fuel Oil
EF =
.54
EF =
Climate Zones 7 8 9
)DmoNS (600 Sa. Ft. and Less), RENOVATIONS TO EXISTING BUILDINGS AND SITE-INSTALLED COMPONENTS OF MANUFACTURED HOMES.
•
See Table 6 -2, 6 -6
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
listed. Components and equipment neither being added nor renovated may be left blank.
2. ADDITIONS ONLY. Determine the percentage of an 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 -
vertical 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 floor area of the addition. Multiply by 100 to get the percent. Find the largest glass percentage under which your calculated percentage falls on Table 6C -2. Prescriptives
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 rainstalled in the addition, do not have to comply with the overhang and shading coefficient requirements on Table 6C -2. All I= 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. Complete the information requested on the top hag of page 1.
5. Read °Minimum Requirements for Small Additions and Renovations ", Table 6C -3, and check all applicable items.
a_ -siin and date the "Owner/Agent" certification statement on page 1.
- 2 -
PROJECT NAME:
AND ADDRESS:
t✓
, e
Po 11 v/. .
BUILDER: , /i /
PERMITTING ` •
OFFICE: 14/(40//
56/400
CLIMATE
ZONE: 7
JURISDICTION NO.:
9 LJ
8 4
`YJ,j . t - she
C � / � ` t
OWNER: / a 4 logs �(
PERMIT NO.: I 1 I I
I .. I
1
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
FORM 600C -93 Residential Limited Applications Prescriptive Method C SOUTH 76$ 9
Small Additions and Renovations 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 -93 for additions of 600 square feet or less, site- installed components
_ of manufactured homes, and renovations to single and multifamily residences. Alternative methods are provided for additions by use of Form 600B -93 or 600A -93.
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 renovate) or replaced. MANUFACTURED HOMES AND BUILDINGS. Only site -
installed components and features are covered by this form. Please Print CK
1. Renovation, Addition or Manufactured Home
2. Single family detached or Multifamily attached
3. If Multifamily -No. of units covered by this submission
4. Conditioned floor area
5. Predominant eave overhang (ft.)
6. Porch overhang length (ft.)
7. Glass area and type:
a. Clear glass
b. Tint, film or solar screen
8. Percentage of glass to floor area
9. 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)
10. 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)
11. Ceiling type and insulation:
a. Under attic (Insulation R- value)
b. Single assembly (Insulation R- value)
12. Cooling system*
(Types: central, room unit, package terminal A.C., none)
13. Heating system*:
(Types: heat pump, elec. strip, natural gas, L.P. gas, room or PTAC, none)
14. Air Distribution System':
a. Backflow damper or single package systems* (Yes /No)
b. Ducts on marriage wails adequately sealed* (Yes /No)
15. Hot water system:
(Types: elec., natural gas, other, none)
° Pertains to manufactured homes site ins • II t components.
I hereby certit at the • ans an
compliance the Fiuri' . Energy
PREPARED : :
I hereby cert that this building is i
OWNER AGENT:
ions coverer y e calculate n are 'n
d
DATE: e
compliance with t = Flo da Energy C de.
DATE:
1 . /1 /o'1'l.
2.
3. .
4. 3e2U sq. ft.
5. Q i
6. --
Single Pane Double Pane
7a. 44 sq. ft. sq. ft.
7b. sq. ft. sq. ft.
8. /V %
9a. R= 0 7¢ lin. ft.
9b. R= sq. ft.
9c. R= sq. ft.
9d. R= sq. ft.
9e. R= sq. ft.
3 722
10a -1 R=_.4.1- sq. ft.
10a -2 R= sq. ft.
10b -1 R=
10b -2 R=
10c
sq. ft.
sq. ft.
11a. R= 30 300 sq. ft.
11b. R= sq. ft.
12. Type: 065 ?A/
SEER /EER:
13. Type:
HSPF /COP /AFUE:
14a.
14b.
15. Type: XIC /ku7.
EF:
Review of plans and specifications covered by this calculation indicates compliance
with the Florida Energy Code. Before construction is completed, this building will be
inspected for compliance in accordance with rticn 553.908, F.S.
BUILDING OFFICIAL: , .6
DATE:
