WS-15-51Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-226319 Permit Number: WS -1-15-51
Scheduled Inspection Date: March 24, 2015 Permit Type: Windows/Shutters
Inspector: Rodriguez, Jorge Inspection Type: Final
Owner: REID, LISETTE Work Classification: Window/Door Replacement
Job Address: 290 NE 95 Street
Miami Shores, FL 33138 -
Phone Number (305)632-5357
Parcel Number 1132060133700
Project: <NONE>
Contractor: HOME OWNER
Building Department Comments
NEW WINDOW Infractio Passed Comments
INSPECTOR COMMENTS False
March 23, 2015 For Inspections please call: (305)762-4949 Page 14 of 52
Inspector Comments
Passed
Failed
Correction
Needed
Re -Inspection
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
March 23, 2015 For Inspections please call: (305)762-4949 Page 14 of 52
BUILDING
PERMIT APPLICATION
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
BUILDING ❑ ELECTRIC ❑ ROOFING
FBC 20/0
Master Permit No. J''1—jQ:7q
Sub Permit No. 15— �
12( REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL 0PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: c;%:,® AJ, t • Cj',5 eek
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: )) -- 3aO(o "" ®► 3 - -7 C<D Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: K BFE: FFE:
OWNER: Name (Fee Simple Titleholder): Phone#: 3O'- 6 3-3 -5 36 7
Address: Aq0 A%• t q ��e4
City: "y State: �L Zip: 3 3
Tenant/Lessee Name: Phone#:
6
Email IzT�verGI�C�G1. C'r�
CONTRACTOR: Company Name: o'i-)er-- evn4yYcej--P- Phone#: So. (-3o-S3: 7
Address: 5&,ne- as C-hoYo--
City: State:
Qualifier Name:
hone#:
State Certification or Registration #: Certificate of Competency #:
DESIGNER: Architect/Engineer: Gut a PPhone#:
Address: 70/ °t / t �t City: r►c r State: Zip: 1 b
Value of Work for this Permit: $__900' Square/Linear Footage of Work:
Type of Work: ❑ Addition 2 Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: re Aj) S 10n) SAO 1:n
4r JVd
Specify color of color thru tile:
Submittal Fee $
Scanning Fee $ _
Technology Fee $_
Structural Reviews
(Revised02/24/2014)
Permit Fee $ CCF $
Radon Fee $
Training/Education Fee $
DBPR $
Notary $
Double Fee $
Bond $
TOTAL FEE NOW DUE $ e • 66
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Zi
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 will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
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.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature ' Signature
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
M day of ;V:f-��iJjr,112-Y , 20 I' by day of 20 , by
Ll
Sip-7T'E—� who is personally known to , who is personally known to
me or who has produced VE�e— Uc� ea .was
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
as
Print: Print:
Seal: Notary Pubis State of Florida Seal:
Sindia Alvarez
�j My Commission FF 158750
ala, wok Expires 0910312018
oo*o**x�00000�oo�xoo*o**000*o>x* *000 000*oo*�x*o**oo**e�x�x�xso**oxo**o*o>,<>«o**oo**�o**ox�000000*x�oo**0000�x�x**o�x**oo
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
i
MIAMI-DADE -- _ rVnANII-DAUECOUNTY
Milk PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCEMA).+.miamldade,$uviccanomv
Sunshine Windows Manufacturing, Inc. '
1745 W. 33`d Place
Hialeah, FL 33012
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction. (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (hi Miami Dade County) and/or the AHJ (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. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section 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 Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series 114302" Aluminum Fixed Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. PW01-•14, titled "Series 4302 Aluminum Fixed Window -
Impact Resistant Glass", sheets 1 through 8 of 8, dated 07/21/14, prepared by manufacturer, signed and
sealed by Francisco Hernandez, P.E., bearing the Miami Dade County Product Control Revision stamp with
the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, 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.
TERMINATION 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 of NOA.
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 Offcia
This NOA revises and renews NOA# 13-0912.03 and consists of this page 1 an 'de e I a d
E-2, as well as approval doctunent mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
' 1 N No.14-0807.19
IAM4DADEC U 71f r"o
�Expl tion Date: Se tember 11, 2019
"'''Approval Date: October 09, 2014
Page 1
Sunshine Windows Manufacturing, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted Guider NOA# 03-0314.07)
.2. Drawing No PWOI44, titled "Series 4302 Aluminum Fixed Window - Impact
Resistant Glass"; sheets 1 through 8 of 8, dated 07/21/14, prepared by manufacturer,
signed and sealed by Francisco Hernandez, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 20294
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of aluminum fixed window,
prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7589, dated
02/18/14, signed and sealed by Marlin D. Brinson, P.E.
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS' 203-94
along with marked -up drawings and installation diagram of aluminum arch, eyebrow
and rectangular fixed windows, prepared by Fenestration Testing Laboratory, Inc.,
Test Report No. FTL-3388, dated 08/14/02, signed and sealed by Joseph Chan, P.E.
(Subinitted under NOA# 03--0314.07)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5"h
Edition (2014) dated July 21, 2014, prepared, signed and sealed by Francisco
Hernandez, P.E.
2. Glazing complies with ASTM E1300-09.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
Mantad-fe ez, P.E.
Product Co rol E aminer
NOA No. -0807.19
Expiration Date: September 11, 2019
Approval Date: October 09, 2014
E-1
Sunshine Windows Manufacturing, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. - Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC a Edition (2014), dated July
29, 2014, prepared, signed and sealed by Francisco Hernandez, P.E.
2. Statement letter of'no financial interest, dated July 29, 2014, prepared, signed and
sealed by Francisco Hernandez, P.E.
3. Laboratory compliance letter for Test Report No. FTL-3388, issued by Fenestration
Testing Laboratory, Inc,, dated 09/05/02, signed and sealed by Joseph Chan, P.E.
(Submitted under NOA# 03-0314.07)
G. OTHERS
1. Notice of Acceptance No. 13-0912.03, issued to Sunshine Windows Manufacturing,
Inc. for their Series "4302" Aluminum Fixed Window - L.M.I., approved on 10/31/13
and expiring on 09/11/14.
Manuel Per , Z.
Product Control E ner
NOA No. 14-0807.19
Expiration Date: September 11, 2019
Approval Date: October 09, 2014
E-2
MED WINDOW SHAPES
INCLUDED IN THIS PRODUCT APPROVAL
RECTANGLE1VTTHCIRCLETOP
SEE SHEET 2 OF 8
RBCrANOLE
SEE SHM 2 OF 8
RHCTANOLE
WITH ROUND TOP
SEE SHEEP 2 OF 8
ARCH
SEE SHEET 3 OF 8
ff
EII.EPSE
SEE S M 3 OF 8
RFETANGLE WITH
TRTANOLBT (W
SEE SHEET 4 OF 8
ISOSCII.ESTRIANGLE
WLTH CURVM OR
VMIGHTSIDES
SEE SKEET 5 OF 8
REGHTTRIANOLE
WITH CURVED OR
SRALORTSWES
SEE SHEET 8 OF 8
FULLROUND
SEE SHEET 6 OF a
"MOON
11 SEE SHEET 6 OF 8
OCTAGON
SEE SHEET 6 OF 8
GENERAL NOTES:
I: THIS PRODUCT METS THE REQUINETAFIRS OF FOC BIH EOERON (2014).
Z.- SIUTIEAS ARE NOT 18:4U1RED.
3.- RMRENOE 7W RMW M-13-4804 QATEO ON 3/13/2014.
4:- FOR ANCHOR TYPE AND SPACNO REFER TO TYPICAL. ELEVAMONS AND
8ECRONS ON SKEET 2 THM 7
!L- MMM
LO (BY OUff�) SHAH. BE PROPERLY ATTACHED 70 BUSWN ANO
7RIWSFER LOS=)
BY DIATWO SYSTEM TO THE SIRUCNRE AND
SHALL 13E APPROVED BY allRMO OFFICIAL PRSR TO WN00W SMALLAIM
IL- WOOD HOST STRUCTURE SHALL BE SOInH M YELLOW PINE 0 - 0.6.5 OF
OREATER GERM.
7.- CONCRETE / MAsorKRY sERUDEURE FDR urar ATTAC,06ENT SHALL coa�LY
WITH DE FOLLOWING REQLDIffJLENIS
CONCiEIE STWWH Fo 28 a 3000 PSI LGN.
- CLU AS PER ASTIR CM CMU MUST BE 8 -INCL 7Ha0H. NORMAL WOW
BLOPdM WH A MINIMUM COMPRESSNE SLREMWH OF IA 1S.
FLLED CMU Fe - 2000 PS MDL
L- THE THICItNESS OF THE ALSILIOARL HOST SIRUCNRE SHALL BE NO LESS
IMM 1/5'. ALARA " SHALL BE 8083 -TS.
9.- ALUTAIUM IN COI4TAOT WRH CS am MA ams am BE PRMWM (BY
OTHERS) AS SPWFWD IN FSO 8TH MM (2014).
10.- SEEEI HOSE sn=TURE SHALL BE NO LESS 7HAN 18 GAUGE.
SIM SHALL BE FY a 36 KM MVL
11r COLONIAL MUNMffi CAN BE APPLIED.
12, USE HON-Sa1W KM-METALR: HYDRAULLC CEMRtT GROUT PER ASTM
C1107/CI107M STANDARD SPEWMAIM FOR PAC0i0ED DRY.
13.- Clues 5/18'.FINMBIAL. LAMMED GLASS OOOMED OF
(2 �STRLWOT IENEO GLASS WRH 0.09' WIPONT BUTACIE PYB
14:- FOR CORNER WELDED CONNECBDNS USE 1/8' FILLET WELD TRH 1/4'
MWBRIM IENOH MADE VWH ER4043 FILLER ALLOY.
PRODUCT REVISED
SUR yb*vm koFG� &
AwoPlanao No nCodo Iq9
Hm� Gale
By
°diad Product
FRANeSCOHELONWANDEZ
FLORIDA PE # 51393
k daduft Inc.
1748 W. 33rd Pla
MWeak FbMW. 33012
Pic (308)354-8882
Fina(305)028-8118
OWAWING Mm
PW01-14
Wy- N.T.S.
SHEET 1 OF 8
WINDOW HQ•tn (NQ
I► A
FAM MUMNS
CM BE USED.
'I (SUWAM PPPM
6 $ B
/p
II
CORNER
m�Dc I� A WX.
RECTANGLE
TYPICAL ELEVATION
WINDOW
SIZE
WXH
INCHHS
DESIGN PRESSURES
CHART - PSF
POS, NHa.
108 X 26
80.00
80.00
91 X 26
80.00
80•x0
84 X 26
80.00
800a
78 X 37
80.00
80.00
78 X 26
80.00
80.00
78 X 1.9
80.00
80.00
74 X 39
80.00
80.00
74 X 37
80.00
80.00
74 X 26
80.00
80.00
19
80.00
80.00
LX
X 46
67.83
67.83
63 X 39
80.00
80.00
63 X 37
80.00
80.00
63 X 26
80.00
80.00
63 X 19
80.00
80.00
OMg2
I
533 X 46
67.83
67.83
3s'
44-
80.00
80.00
53 X 37
80.00
80.00
53 X 26
80.00
80.00
53 X 19
80.00
80.00
46 X 46
67.83
67.83
46 X 39
oEr�I i , A snlc X
RECTANGLE WITH CIRCLE TOP
TYPICAL ELEVATION
WINDOW
SIZE
WXH
INCHES
DESIGN PRESSURES
CHART - PSF
POS. I NHO.
533 X 46
67.83
67.83
53 X 39
80.00
80.00
53 X 37
80.00
80.00
53 X 26
80.00
80.00
53 X 19
80.00
80.00
46 X 46
67.83
67.83
46 X 39
80.00
80.00
46 X 37
80.00
80.00
46 X 26
80.00
80.00
46 X 19
80.00
80.00
38 X 37
80.00
80.00
38 X 26
80.00
80.00
38 X 19
80.00
80.00
28 X 26
80.00
80.00
26 X 19
80.00
80.00
WPM wm m
-%.s1_ r
3
MUJI 0 1 I' 13• -w-\
A
P fwnx MAX
RECTANGLE WITH ROUND TOP
TYPICAL ELEVATION
ASSE169.Y SCREWS 18 X 1'
9
CORNER DETAIL # 1
mOIBIfOCiI q, IBC.
1748 W. 33rd Pkm
81dm% itmldo 35012
P1n (308)384-8852
Fme(308)828-8118
CORNER DETAIL # 2 CORNER DETAIL # 3
O
z
MODUC37MISM ORAIWNG No.
m wmPlftivm 8m P1od&
`Dw PWO1-14
DZ-*bI,
DATE 0 LUkI4
By
F1SO0 HERNANDEZEN 7S�1 OR GENERAL NOTES REFER TO SHEET 1 OF 8. aw 1
FLORIDA PE # 51393 SH£ET 2 IF 8
B
/ B
jt2
MUJI 0 1 I' 13• -w-\
A
P fwnx MAX
RECTANGLE WITH ROUND TOP
TYPICAL ELEVATION
ASSE169.Y SCREWS 18 X 1'
9
CORNER DETAIL # 1
mOIBIfOCiI q, IBC.
1748 W. 33rd Pkm
81dm% itmldo 35012
P1n (308)384-8852
Fme(308)828-8118
CORNER DETAIL # 2 CORNER DETAIL # 3
O
z
MODUC37MISM ORAIWNG No.
m wmPlftivm 8m P1od&
`Dw PWO1-14
DZ-*bI,
DATE 0 LUkI4
By
F1SO0 HERNANDEZEN 7S�1 OR GENERAL NOTES REFER TO SHEET 1 OF 8. aw 1
FLORIDA PE # 51393 SH£ET 2 IF 8
WINDOW
SIZE
WxH
INCHES
` h A
108 X 26
80.00
MAX
91 X 26
80.00
/
84 X 26
80.00
80.00
78 X 37
B
80.00
B
80.00
80.00
78 X 19
80.00
1r
Or
CORNER DETAIL 1
t
74 X 26
80.00
80.00
bIAX
80.00
%KMW WA1TH m
63 X 26
80.00
hA
63 X 19
80.00
ARCH
53 X 28
80.00
TYPICAL ELEVATION
53 X 19
WINDOW
SIZE
WxH
INCHES
DESIGN PRESSURES
CHART - PSF
(ARCH)
POS. NSD.
108 X 26
80.00
80.00
91 X 26
80.00
80.00
84 X 26
80.00
80.00
78 X 37
80.00
80.00
78 X 26
80.00
80.00
78 X 19
80.00
80.00
74 X 37
80.00
80.00
74 X 26
80.00
80.00
74 X 19
80.00
80.00
63 X 26
80.00
80.00
63 X 19
80.00
80.00
53 X 28
80.00
80.00
53 X 19
80.00
80.00
46 X 19
80.00
80.00
38 X 19
80.00
80.00
WINDOW
SIZE
W x H
INCHES
DESIGN PRESSURES
CHART - PSF
( ELLIPSE )
POS. NEO.
78 X 37
80.00
80.00
78 X 26
80.00
80.00
78 X 19
80.00
80.00
74 X 39
80.00
80.00
74 X 37
80.00
80.00
74 X 26
80.00
80.00
74 X 19
80.00
80.00
63 X 46
67.83
87.83
63 X 39
. 80.00
80.00
63 X 37
80.00
80.00
63 X 26
80.00
80.00
63 X 19
80.00
80.00
53 X 46
67.83
67.83
53 X 39
80.00
80.00
53 X 37
80.00
80.00
53 X 26
80.00
80.00
53 X 19
80.00
80.00
46 X 46
67.83
67.83
46 X 39
80.00
80.00
46 X 37
80.00
80.00
46 X 26
80.00
80.00
46 X 19
80.00
80.00
38 X 37
80.00
80.00
38 X 26
80.00
80.00
38 X 19
80.00
80.00
26 X 26
80.00
80.00
26 X 19
80.00
80.00
hA
WR1noW wm
1r
MAX.
y I 7 1 a.
I
I JOINT W& g 2
B / B
w
13'
mkx
h
ELLIPSE
TYPICAL ELEVATION
ALUM MA7 WEIR01TERIOR
ASSBAMY SCREWS 8 X 1° COTE Na 14 ON EET 1
1
CORNER DETAIL # 1 JOINT DETAIL # 2
PROT)=REvt=D
ascmnp114ngaA1h5wF10dde
gdlding CO&
ACuptenaelYo !4• g9
GENERAL NOTES:
1.- FOR GENERAL. NOTES REFER TO SHEET 1 OF 8. DkRmdpadot�da�CoiNd�✓ 'I 21 14
Jj� 1 FRAM HERNANDEZ
FLORIDA PE # 51393
MoufaCb ft IBC.
1748 W. 33rd Pk= I I I
We* Ftmf& 33072
Pie (305)384-09$2
Fme(308)828-8118
DRAWING Na
PWO1-14-
ATE 07/21/14
CALL: N.T.S.
SHEET 3 OF 8
WINDOW
Sim
HXW
IKIM
DESIGN PRESSURES
CHART - PSF
POS. NFA.
26 X 108
80.00
80.00
26 X 91
60.00
80.00
26 X 84
80.00
80.00
37 X 78
80.00
80.00
26 X 78
80.00
60.00
19 X 78
80.00
60.00
39 X 74
80.00
80.00
37 X 74
80.00
80.00
26-X 74
80.00
80.00
19 X 74
80.00
80.00
46 X 63
67.83
67.83
39 X 63
80.00
80.00
37 X 63
80.00
80.00
26 X 63
80.00
80.00
19 X 63
80.00
80.00
46 X 53
67.83
67.83
39 X 53
80.00
80.00
80.00
80.00
-37--X-53
26 X 53
80.00
80.00
19 X 53
80.00
80.00
46 X 46
67.83
67.83
39 X 46
80.00
80.00
37 X 46
80.00
80.00
26 X 46
80.00
80.00
19 X 46
80.00
80.00
37 X 38
80.00
80.00
26 X 38
80.00
80.00
19 X 38
80.00
80.00
26 X 26
80.00
80.00
19 X 26
80.00
80.00
CORNER DEDUL 13
I► A
s•
•.dM JAHD HE= (JH) > 1/3 WINDOW HE= (H)
B
B
_ B
1AN. 2 ANCHORS MAX.
PER SME (fYP.) 1uPDroW WID1H (W)
I► A
RECTANGLE WITH TRIANGLE TOP
TYPICAL ELEVATION
ASSRMY SfXIEVIS la X f
9
CORNER DETAIL # I
GENBRAL NOTES:
1.- FOR GENERAL. NOTES REFER TO SHEET 1 OF 8.
u
Due
CORNER DETAIL # 2 CORNER DETAIL # 3
PRODUM�
m eoemisFwds
�pg
d100 Cod
VOERNAMDEZ
FLORIDA PE # 51393
EIORDIO&ft im
1748 W. 33rd Place
Weak Flake 33("2
Ph: (305)304-9852
Fmc(308)820-5170
DRMMG No.
PWO1-14
SHEAT 4 CW 8
WINDOW
SIZE
H XW
RKE RS
DESIGN PRESSURES
CHART - PSF
POs. NEG.
63 X 46
87.83
67.83
63 X 39
80.00
80.00
63 X 37
80.00
80.00
53 X 46
67.83
67.83
53 X 39
80.00
80.00
53 X 37
80.00
80.00
53 X 26
80.00
80.00
46 X 46
67.83
67.83
46 X 39
80.00
80.00
46 X 37
80.00
80.00
46 X 26
80.00
80.00
38 X 37
80.00
80.00
38 X 26
80.00
1 80.00
38 X 19
80.00
80.00
26 X 26
80.00
80.00
26 X 19
80.00
80.00
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man*cetxuring, Inc
1748 W. 33rd Plane
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Ph: (305)304-8862
�Fax�30.R)828-8118
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TYPICAL HEAD, SILL AND JAMB SECTIONS
1745 W. 33rd Plain
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