HomeMy WebLinkAbout227 S Aberdeen Cir (2)Permit # l - /91
--Job Address: Z
Description of Work: _ �/ / /n/
CITY OF SANFORD PERMIT APPLICATION
Date:
Htstorrc District:
Zoning:efiue of Work: S /,.5 27�
—�
Permit Type: Building �_ Elect ical Mechanical Plumbing Fine Sprinkler/Alarm Pool
Electrical New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #: (Attach Proof of Ownership & Legal Description)
--Owners Name & Address: �AL�rr / 41e rn,.i C A/ . ✓. A I J %li //
Contractor Name & Address:
Phone & Fax: Contact
0 V'I
n Phone:
Bonding Company:
Address: rn .t e
Mortgage Lender:
Address: Address: - �—
Architect
Address:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work wiUbe performed to meet standards of all laws regulating construction in this jurisdiction. I understand that. a separate
permit mast be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT ITS 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.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance ofVJ
is verif ration r t� 1 notify the owner of the property of the requirements of Florida Lien Law, FS 713.
/J `3/"/..r/
S n re of Owner/Agent / Date
nt Owner/ gent's Na e
y
nature of Nota -S t f Date/
DEMBI1913Mift
®MY COMMISSION # DD 18M91
a EXPIRES: February 25, 2007
t�i#i9i5f $ft9t is btoR6orsat4n1 a or
APPLICATION APPROVED Bldg l li / oning:
(Initial & ate) (initial & Date)
Special Conditions:
Signature of Contractor/Agent Date
Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
Contractor/Agent is _ Personally Known to Me or
_ Produced ID —
Utilities:
FD:
(Initial & Date) (Initial & Date)
PLANS REV'"'
CITY of SANFORD
Q3
=I
P �.
a;.
Page 4 of 8
Report k -TI2W
(4) SEQUENCE OF TESTS PERFORATED
X X
Specimen 1 Specimens 2, 3, &4
Deflection Gauges Set At ]Boxes 1, 2 & 3 —
location #1 SN993413562, location #2 -SN 0Measurements
5� 0 � n # SN 98253
ere taken � t9� CDI 5" dial indicators:
39153
Test Results:
Test Sequence: PA 202
1. Air Infiltration
2. 'h Test Pressure Positive
3. % Test Pressure Negative
4. Design Pressure Positive
5. Design Pressure Negative
6. Water Infiltration Positive Direction
7. Full Test pressure Positive
8. Full Test Pressure Negative
9. Forced Entry
AIR RIMTRATION
Air Infiltration Tests were conducted in accordance with DCB
Air at 1.57 psf . Act CCD PA 202-94
Specimen 1 In -swing 0.04 CFWSQ FT Allowable
Specimen 2 Out-swin 0.34 C WSQ FT
Specimen 3 Out -swing 0.00 CFWSQ FT 0.34 CFM/SQ FT
g 0.02 CFM/SQ FT 0.34 CWS
Specimen 4 ..Out -swing 0.02 CFM/SQ FT 0.34 CFM/SQ FT
FT
WATER INFILTRATION TEST ID. S / S
Water Infiltration Test was conducted in accordance ywith DCBCCD _
S� 1 �'g Water 0.00 sf for 15 min. PA 202 94
Specimen 2 Out -swing Water @ 10. p Result: No wa
S @ p or 15 min R
over sill
peeunen 3 Out -swing Water 10.5 sf for 15 min esult, No water penetration over s�
Specimen 4 put_ @ p Rpt: No water penetration over sill
g Water @ 10,5 psf for 15 min. Result: No water penetration over sill
��`"IIIIID�WI:'-MA0001
• 6 per vertical framing member for
TO" height and smaller
• 8 per vertical framing member for
heights greater than 7'0"
• 4 per horizontal framing member
Hinge and strike plates require two
2-1/2" long screws per location.
• Width of door unit plus 1/2"
• Height of door unit plus 1/4"
SINGLE DOOR
Latching Hardware:
• Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed.
• UNITS COVERED BY COP DOCUMENT 0246`, 0265% 3241% 3246, 3261• 0r3266
Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top
and (1) at bottom.
'Based on required Design Pressure — see COP sheet for details.
Notes:
I. Anchor calculations have been carried out with the fastener rating from the different fasteners being considered for use. Jamb and head fasteners
analyzed for this unit include 10d common nails. Threshold fasteners analyzed for this unit include Liquid Nails Builders Choice 490 (or equal
structural adhesive).
2. The common nail single shear design values come from ANSI/AF & PA NDS for southern pine lumber.with-aside member thickness of 1-1/4" and
achievement of minimum embedment of 1-1/4".
3. Wood bucks by others, must be anchored properly to transfer loads to the structure.
tin to, M
W tadniq poa•m Of POW WOoMnti MAN OKM900Fu,
"F rodproadNJ now 10"V VIA" Dom
American
Craftsman
Windows
Customer Care # 888-504-0005
NOA # 03 - 1210.05 & 03-1210.06
ALUMINUM MULLION INSTALLATION INSTRUCTIONS
MODEL 2723 MULLIONS USED WITH 2722 ANCHOR CLIPS
1.VERIFY ROUGH OPENING HEIGHT 15 1/2 INCH LARGERTHAN MULLION LENGTH.
2.VERIFY ROUGH OPENING WIDTH IS EQUALTO 1/2 INCH GREATERTHAN THE SUM OFTHE INTERIOR
WIDTHS OF ALL WINDOWS TO BE INSTALLED PLUS 1 INCH FOR EACH MULLION USED.
EXAMPLE:
IF YOU INTEND TO MULL TWO WINDOWS TOGETHER OF 36 INCHES IN WIDTH, THE ROUGH
OPENING WOULD NEED TO BE 73-Y2 INCHES WIDE TO ACCOMMODATE THE MULLED WINDOW
ASSEMBLY.
3. MEASURE THE WIDTH OF ONE WINDOW THAT IS INTENTEDTO BE MULLED AND POSITIONED AT
THE SIDE OF THE OPENING
4. STARTING FROM THE JAMB OF THE OPENING OF WHICH THE WINDOW MEASURED IN STEP 3 WILL
BE POSITION, MEASURE AT BOTH THE HEAD AND SILLLTOTHE WINDOW WIDTH PLUS 3/16 OF AN
INCH AND MARKTHOSE POINTS.
5.SLIPTHE MULLION ANCHOR CLIPS INTOTHETOP AND BOTTOM OFTHE MULLION AND SLIDE THE
MULLION ASSEMBLY INTO THE OPENING:
6. ALIGN THE MULLIONS WITH THE MARKS (STEP 4) AT THE HEAD, SILL, AND THE EXTERIOR OF THE
SUBSTRATE.
7. FASTENING ANCHOR CLIPS
(A) MASONRY INSTALLATION.
INSTALL THE ANCHOR CLIPS'TOMASONRY USING (2) 3/16
OF AN INCH IN DIAMET _ A.T' PC UCONCRETET ANCHORS
`PER CLIP WITH A MINIMOF AN INCH OF MASONRY
EMBEDMENT. (3/16" X>3=1 /4" PROVIDED)
(B) WOOD FRAME INSTALLATION:
INSTALL THE ANCHOR CLIPS TO 2X FRAME USING
(4) #10X 1-1/2 INCH PHILLIPS FLATHEAD SHEET METAL
SCREWS PER CLIP..
8. INSTALL WINDOWSTO OPENING FOLLOWING WINDOW INSTALLATION INSTRUCTIONS.
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M I A'M MAOE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
MIAMI -DARE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130-1563
(305) 375-2901' FAX (305) 375-2908
NOTICE OF ACCEPTANCE (NOA)
Silver Line Building Products Corporation
One Silver Line Drive
P.O. Box 60229
North Brunswick, NJ 08.902
SCOPE:
This NOA is -being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control. Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NPA shall, not be valid after the expiration ,date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHI .(in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or.material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by. Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to .comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Series 2100 Extruded PVC Single Hung Window
APPROVAL DOCUMENT: Drawing No. S-2375, dated 06/15/02, with revision #1 dated 08/06103, titled
`.`Extruded PVC Single Hung Window up to 52" x 62", sheets 1 through 4, prepared by R. W. Building
Consultants, Inc., 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.
MISSILE IMPACT RATING: None
LABELING: Each unit shall beara' permanent label with the manufacturees.name or logo, city, state and
following statement:* "Miami -Dade County Product Control Approved", unless otherwise -noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code. negatively affecting the performance of this product.
TERkWATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal ofNOA.
ADVERTISEMENT:. The NOA 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 NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the. manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of this page 1 as well as approval document mentioned. above..
The submitted documentation was reviewed by Manuel•Perez, F.E.
NOA No 03-0630.03
d . IN Expiration Date: September 18, 2008
Approval Date: September 18, 2003
Page 1
SILVER LINE BUILDING. PRODUCTS CORP.
MODEL SERIES 2100 .
EXTRUDED PVC $INGLE HUNG WINDOWS
- GENERAL NOTES
1, 'PHIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA
BUILDING CODE
2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY
TO TRANSFER LOADS TO THE STRUCTURE
3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS
SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL .
SHALL BE BEYOND WALL DRESSING OR STUCCO.
4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1.
5. THIS PRODUCT REQUIRES FLORIDA BUILDING . CODE APPROVED .
IMPACT RESISTANT SHUTTERS TO COMPLY WITH HIGH VELOCITY.
HURRICANE ZONES' OF THE FLORIDA BUILDING CODE
6. THIS PRODUCT MEETS THE WATER. REQUIREMENTS' FOR HIGH
VELOCITY HURRICANE ZONES.
(Common to all conditions)
The frame and sash was constructed of extruded'WC rnernbers with mitered
and welled comers. Rn fixed. meeting mil wwere butted, sealed and fastened
at each end to a molded plastic black with ' ane /8 r 5/8' **"each and,
Me molded plastic blocks were secured to each jamb mb two 18 x 1'
screws. The fined meeting rod. Jack 'rad, boRotn Eft rad d sash stiles were
reinforced with formed steel U-chonneb.
Gigging
The window utilized two 5/8" thick sealed insulating glass units fabricated from
two. sheets of 1/8' thick. clear annealed glass aid an Intercept spacer
The fixed system.
Thxed 6te was interior glazed onto Dow 1199 sTicone beddag omit secured
with dual durometer PVC glazing beads The active sash rm exterior glazed
into Dow 1199 s�Ticone beddeg and secured with dual durombter PVC glazing
beads: Glazing bite'was 0.450' .
52' MAX. OVERALL
FRAME WIDTH
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MAX. 'D.L.O.
52"' x 62' SqF WINDOW:
SASH' SIZE:.. 50.125' x. 30.625`
DAYLITE OPENING SIZE: 48.125' x 28.125"
52' MAX. OVERALL
FRAME WIDTH
TABLE OF CONTENTS
SHEET
DESCRIPTION
I
GENERAL NOTES & TYPICAL ELEVATIONS
2
VERTICAL h HORIZONTAL CROSS SECTION
3
ANCHORING LOCATIONS h GLAZING DETAIL
4
UNIT COMPONENTS & BILL OF MATERIALS
52' MAX. OVERALL
FRAME WIDTH
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MAX. 'D.L.O.
52"' x 62' SqF WINDOW:
SASH' SIZE:.. 50.125' x. 30.625`
DAYLITE OPENING SIZE: 48.125' x 28.125"
52' MAX. OVERALL
FRAME WIDTH
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48.125'
MAX. D.L.O.
52' x 62' SINGLE WINDOW W/W LNG FLANGE:
SASH SIZE: 50.125" x 30.625'
DAYUTE OPENING SIZE: 48.125' x 28.125'
DESIGN PRESSURE RATING
.UNIT TYPE .
GLASS TYPE
WHERE WATER INFILTRATION
REQUIREMENT IS NEEDED
O
o
1/8" AMEAUED - 3/8 M - 1/8' ANNEALED
x
5/8" INSULATED GLASS
SINGLE UNIT UP TO 45'cit 62'
1/8' PMEALED - 3/8' AIR _ 1/8" ANNEALED
+40.0 psf -40.0 psf
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48.125'
MAX. D.L.O.
52' x 62' SINGLE WINDOW W/W LNG FLANGE:
SASH SIZE: 50.125" x 30.625'
DAYUTE OPENING SIZE: 48.125' x 28.125'
DESIGN PRESSURE RATING
.UNIT TYPE .
GLASS TYPE
WHERE WATER INFILTRATION
REQUIREMENT IS NEEDED
5/8" INSULATED GLASS .
SW= UNIT UP TO 52' x 62"
1/8" AMEAUED - 3/8 M - 1/8' ANNEALED
+35.0 psf -35.0 psi
5/8" INSULATED GLASS
SINGLE UNIT UP TO 45'cit 62'
1/8' PMEALED - 3/8' AIR _ 1/8" ANNEALED
+40.0 psf -40.0 psf
5/8' INSULATED LASS
SINGLE UNIT UP TO 40" x 62'
1/8' ANKEALED - 3/8" NR - 1/8' ANNEALED
+45.0 psf -45.0 psf
5/8' INSULATED GLASS
SINGLE LMR UP TO 36 x 62'
1/8' ANNEMID - 3/8' NR - 1/8' ANNEALED
+50.0 psf -50.0 psf
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813.659.9197
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S-2375
smM 1 a 4
28 27 1.15• MIN.
1.15' MIN.. "EMB. c25 AUX.
19 y s SHIM
EMB. ;`a 1NTER1``0 _ o 0
• SEE NOTE ° 21 2 U
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t :^ 3_ SHE 2 29 ° v 19 9 to m o
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20
SEE NOTE 26 20 * : o ,e 4 ` 2 0
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625"-MIN. .625- MIN. EXTERIOR -
O CLASS 25 GLASS25 i31 HORIZONTAL CROSS S CTION
'^ _J in � 13 SEE . NOTE �1 3
a o N p 2 SHT. 2
13 z N
a 12 v 12 SEE NOTE v° o z
27 z 21 7 SHL 2 = o co x
10 w 10 W a >jn xy
16 16 .25" MAX. CC
L, O 5 . SHIM ib
14 5 -' 14 21 Z v v
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15 Q 7 O 15 7. o z 17 9 25
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ewv k __ 25 .625' MIN. e H : • 0 n
3 GLASS 25 .6 N
GLASS EXTERIOR
18 11
B 1 17 SEE NOTE D z
O 3 SHT. 2 29 0
17 17 SEE NOTE 26 11
3 SHL 2 3 25
23 3
23 N �4 HORIZONTA ROT10N
2 4 n WITIi IWLNJG FLANGE <
24 1 24 =3_ NOTE:
t. LOCATE OPERATING SASH LOCKS .7.5" FROM EACH END OF THE ACTIVE
MEETING RAIL. FASTEN WITH (2) 14 x 3/4" SELF TAPPING SCREWS. z
3
SHT. 2 SEE NOTE 26 2. LOCATE SASH KEEPER 6.5" FROM EACH END OF 7HE MEETING RAIL,
FASTEN WITH . (2) /6 x 3/4" SCREWS.
n v=i SEE NOTE 3. 15 lbs. FELT MUST BE USED AS A WATER BARRIER. THE FELT MUST
° N 3 SHT. 2 29 d COVER THE NAILING FLANGE AND ANCHOR SCREW HEADS. ALL LOOSE 8t3s59.9t97
' a o EDGES OF THE FELT MUST BE SEALED WITH SILICONE.
a0-m-6/15/03
1.15" MIN. n
EMB. - ...' .. AMVW-d Map%okg.mlb.
' sauE N.T.S.
XT RIOR INTERIOR EXTER[QR INTERIOR Oae owc. er: TJH
(� VERTICAL CROS TION o«. er:
VERT CAL .ROS S 7�N aa.wwc NO, RW
WITH NAWNG FUWGE S-2375
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-41-.060
2 /
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BOTTOM LIFT RAIL dr •SH R£INF
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INTERCEPT 26 25
7
SPACER
.450" GLASS
SITE
5/8' INSUTATEO ANNFl FD CH ASC
GLAZING DETAIL
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N 67
n•
.060'
FIXED MEETING RAIL REINF. TOP
GALVANIZED STEEL
74" In
.060
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LOCK RAIL REINF,
GALVANIZED STEEL
� T �
L270'
Ty p.
400
-1-.0,30-
e. Y .030"
-41-.060
2 /
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BOTTOM LIFT RAIL dr •SH R£INF
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GAL VANIZED STEEL
375" AIR SPACE 150'
VTI
1/8" ANNEALED GLASS F -4- .030'
-
et9�
:►
4-
e' MAX. -
L n ...• . t • to .�
N 67
n•
.060'
FIXED MEETING RAIL REINF. TOP
GALVANIZED STEEL
74" In
.060
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LOCK RAIL REINF,
GALVANIZED STEEL
� T �
L270'
30
230-
T!
.74'
-1-.0,30-
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-41-.060
2 /
.030' 2217
BOTTOM LIFT RAIL dr •SH R£INF
WEATHER57RIP PI
LOCK RNL h SASH.
1/8" ANNEALED GLASS
w/FlN
BY ULTRAFAB WEATHERSTRIP RAIILE W3FlN
FIXED MEETING RAIL, BY ULTRAFAB
GAL VANIZED STEEL
375" AIR SPACE 150'
1/8" ANNEALED GLASS F -4- .030'
-
et9�
To 23 .
_r A�ww/w1AA1r�M
diii4
386'
O
WEATHERSTRIP PILE
f JWA
24 ta9-
SILL. BY ULTRAFAB
W/FlN
WEATHERSTRIP VINYL R H R
MMM RAIL
BY AMESBURY
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Rem DESCRIPTION
Moteriot
1
AME FLANGE TYPE 2111
PVC
2
IKE 2113
��W
PVC3
ME IWL FLANGE 2161
PVC
4
R E TYPE .2163
vc
5
EXRIUDED PTC GLAZWG BEADOCK 3557'
PVC
6
PIC MEFTWG RM 2167
PVC
8
128D6
PVC
9
OLE Im
PVC
10
EURUOED AC.•GIAZING 317
PVC
1
EXTRUDED AC :IXAZM BE40 . A: HORT. 2217
PVC
13
STEEL
14
F1XED MEETK RAE XW aP "0 G4.V. SIL
STEEL
1
rm MfF w Raw fiffuTu Z= GALV. SIL
1
LOCK RAI M". WW MV. S1L
STEEL
h SASH RF>F QO6D GM.v
is
IIrIDOM SCFTEFTF
19
2x HOOD ENIp(
WOOD
1 4 SIR4 MITERUL
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2'
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REITFOR57pP.FEE M .187 x .1 St1 TRAFAB
24
11EARIERS7IPP NM OM .1 . x .375
25
GLAZNG S WSIAATED GLASS'
GLASS
CLAM COIfPOLrID 1199
SILICONE
x T F7lIp$ PAMEAD SWff " SCREl 2MIC EMD
STM
x#1 PEN'S PNlFtNAD ggT scar AIA1Li?DIL
29
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