WS-18-678 (2)Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Project Address
rm it
Parcel Number
Issue Date: 4/2612018
Permit NO. WS-3-18-678
Permit Type: Windows/Shuttem
Worts Classification: Shutters
Permit Status: APPROVED
Expiration:10/23/2018
Applicant
126 NE 107 Street 1121360070220
Miami Shores, FL 33161-7032 Block: Lot: ILEANA ESTHER FAJARDO
vwnttr nnWITIM on A00reSS Phone Cell
ILEANA ESTHER FAJARDO 126 NE 107 Street
MIAMI SHORES FL 33161-
126 NE 107 Street
MIAMI SHORES FL 33161-
Contractor(s) Phone Cell Phone
ARCO CONSTRUCTION 305-892-6507
�e of Work: WINDOWS REPLACEMENT TWO WINDOWS
of Openings: 2
iitional Info: WINDOWS REPLACEMENT TWO WINDOWS
ssification: Residential
inning: 3
Fees Due
Amount
CCF
$0.60
DBPR Fee
$2.00
DCA Fee
$2.00
Education Surcharge
$0.20
Notary Fee
$5.00
Permit Fee
$120.00
Plan Review Fee (Engineer)
$45.00
Scanning Fee
$9.00
Technology Fee
$0.80
Total:
$184.60
Valuation: $ 1,000.00
Total Sq Feet: 69
Pay Date Pay Type Amt Paid Amt Due
Invoice # WS-3-18-66805
04/26/2018 Check #: 697 $ 134.60 $ 50.00
03/14/2018 Credit Card $ 50.00 $ 0.00
Available
Inspection Type:
Shutter Final
Shutter Attachment
Review Structural
Review Building
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS 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. Futhermore, I authorize the above-nod-QWractor to do the work stated.
April 26, 2018
Authorized Signature: Owner / Applica
Building Department Copy
/ Agent
April 26, 2018 1
Miami Shores Village r;"-
Building Department MAR 14 2018
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972 Q,�k—j
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 201--:�
BUILDING master Permit No. Q—G
PERMIT APPLICATION Sub Permit No. S e - (9-
V v-6
I K;l
UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [:]RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR
JOB ADDRESS: l 2—(o W 101 s r
DRAWINGS
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): `l.ai- A D1T/ d Phone#: 3oS —(O o q' `3 j � f
Address: 1 � 1vG t oI S T-
City: M I =� `� S H �/ State:
Tenant/Lessee Name:
Email:
U
to r
hone#:
1313l'k r
CONTRACTOR: Company Name: &j?n(,a e CA1F,*0R rj Phone#: �-b7
Address: t Z01 took $t 1
City: Q'� State: '�� Zip:
Qualifier Name: .C� �i �N �� Phone#:
State Certification or Registration #: Certificate of Competency #: 1
DESIGNER::/Architteect/Engineer: Phone#: [ 0�� 1 �2�^;Q3 g
Address: '! ✓il� (�i t/�i (�{� �1 City: Ca,4!S� State: 14, Zip: O
Value of Work for this Permit: $_� ��[7 . C/O Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New Lsi Repair/Replace ❑ Demo ition
Specify color of color thru tile:
Submittal Fee $,
Scanning Fee $
Permit Fee $
Radon Fee $
Technology Fee $ - Training/Education Fee $
Structural Reviews $
CCF $ CO/CC $
DBPR $
Notary
Double Fee $
Bond $
kX
TOTAL FEE NOW DUE $
(Revised02/24/2014)
0
11 V*IS 151M P-411t*
�t
MIAMI.E=E MIAMI-DADE COUNTY
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 ACCEPTANCE (NOA) * ) www.miamidade.gov/economy
PGT Industries, Inc. .
07
0 3
fA
is U is _ u e applicable rules and regulations overning the use of construction
ter' . he on 'tted has been reviewed and accepted by Miami -Dade County RER -
duat 1161itrol'j Iler
d in Miami Dade County and other areas where allowed by the Authority
is a o b the expiration date stated below. The Miami —Dade County Product
ec iami—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 "HR-710" Aluminum Horizontal Rolling Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact",
sheets 1 through I I of 11, dated 02/28/06, with revision H dated 03/24/17, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, 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'arid shall be available for inspection atthe job -site at the request of the Building Official.
This NOA revises NOA# 16-0714.13 and consists of this page, I and evidence pages E-I, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
NOA No. 17-0411.06
Expiration Date: December 21, 2021
Approval Date: August 31, 2017
Page 1
f •
PGT Industries, Inc.
' S
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA's No. 07-0815.09 and 06-0405.06)
2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1
through 11 of 11, dated 02/28/06, with revision H dated 03/24/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Duraseal® spacer system, Super Spacer`s NXTTM spacer system and XL
EdgeTm spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
(Submitted under previous NOA No. 16-071413)
2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an XOX aluminum
horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-5330, dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E.
(Submitted under NOA No. 07-0815.09)
3. 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
6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of an XOX aluminum
horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4858, dated 03/08/06, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No.06-0405.06)
orge M. Plasencia, P.E.
Pro ct Control Unit Supervisor
NOA No. 17-0411.06
Expiration Date: December 21, 2021
Approval Date: August 31, 2017
E - 1
r 'r
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
4. 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
6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of an XOX aluminum
horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4859, dated 03/08/06, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No. 06-0405.06)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-51h
Edition (2014) and FBC-6th Edition (2017), dated 03/31/17 and revised on 07/28/17,
prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear,
Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5th Edition (2014) and FBC-
6" Edition (2017), dated 07/28/17, issued by manufacturer, signed and sealed by A.
Lynn Miller, P.E.
2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer,
signed and sealed by A. Lynn Miller, P.E.
3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed
by Manuel Perez, P.E.
4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed
by Ishaq Chanda, P.E.
(Submitted under previous NOA No. 16-0714.13)
rge M. Plasencia, P.E.
Pro ct Control Unit Supervisor
NOA No. 17-0411.06
Expiration Date: December 21, 2021
Approval Date: August 31, 2017
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTINUED)
5. Laboratory compliance letter for Test Report No. VIM-5330, issued by Fenestration
Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E.
(Submitted under NOA No. 07-0815.09)
6. Laboratory compliance letter for Test Reports No. FTL-4858 and FTL-4859, issued
by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by
Edmundo Largaespada, P.E.
(Submitted under NOA No. 06-0405.06)
G. OTHERS
1. Notice of Acceptance No. 16-0714.13, issued to PGT industries for their Series
"HR-710" Aluminum Horizontal Rolling Window — L.M.I., approved on 09/01/16 and
expiring on 12/21 /21.
orge M. Plasencia, P.E.
Puct Control Unit Supervisor
7 NOA No. 17-0411.06
Expiration Date: December 21, 2021
Approval Date: August 31, 2017
E-3
GENERAL NOTES: SERIES HR-710 IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW IMPACTRATING I DESIGN PRESSURE RATING
1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). LARGEIMPACCT RESLSTANT
SMALLkaSSILE VARIES PER OPTIONS,
A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090' PVB INTERLAYER SEE SHEET 8
B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090' PVB INTERLAYER.
C. 5/16" LAMt CONSISTING OF (2) LITES OF 1/8- HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER.
D. 7/16" LAMI CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH A .090' PVB INTERLAYER.
E. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16- ANNEALED GLASS AND (1) LITE OF 3/18" HEAT STRENGTHENED GLASS WITH A .090" PV13 INTERLAYER.
F. 7116" LAMI CONSISTING OF (2) LITES OF 3H6" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER-
G. 13116" LAMI IG: (1) LITE OF 1/8" OR 3116' ANNEALED (MIN.) GLASS, 5/16' OR 318' AIR SPACE AND 5/16' LAMI
CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090' PVB INTERLAYER.
H. 13M6' LAMI IG: (1) LITE OF 11W OR 3/16" ANNEALED (MIN.) GLASS, 5/18" OR 3/8' AIR SPACE AND 5116' LAMI CONSISTING OF (1) LITE OF 11W ANNEALED GLASS AND (1) LITE
OF 1/8' HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER.
I. 13/16" LAMI IG: (1) LITE OF 1/8' OR 3/16' ANNEALED (MIN.) GLASS, 5/16' OR 31W AIR SPACE AND 5/16" LAMI
CONSISTING OF (2) LnES OF 11W HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER.
J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4' AIR SPACE AND 7/16" LAMI
CONSISTING OF (2) UTES OF 3/16" ANNEALED GLASS WITH A .090' PVB INTERLAYER.
K 13/16' LAM[ IG: (1) LITE OF 1/8' OR 3/16" ANNEALED (MIN.) GLASS, 3/16' OR 1W AIR SPACE AND 716' LAMI
CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER.
L 13116" LAMI IG: (1) LITE OF 1/8" OR 3116" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16' LAMI
CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER.
2. CONFIGURATIONS: OX, XO, XOX
3. DESIGN PRESSURES: (SEE TABLES, SHEET 8)
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS.
5. SHUTTERS ARE NOT REQUIRED.
6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET,
7. REFERENCES: TEST REPORTS FTL-4858, FTL4859 AND FTL-5330.
ELCO ULTRACON NOBS
ANSI/AF&PA NOS FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL
B. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED.
Anchor
Group
AnchorType
Frame
Member
Substrate
Min. Edge
Distance
Min. O.C.
Distance
Min.
Emtledmant or
Metal Thickness
A
#12, Steel SINS (Gr,
(min. of 3 threads beyond
metal substrate)
All
outhem Rine (SG a 0.55)
Or
7/8"
1
BW3-75 Al sninum
318'
9118"
1/8`
A30 Stall or Gr. 33 Steel Stud
3/8'
9/16"
0.045' 18 Ga)
B
1/4' Elco Uttracwm
Jamb
Hollow Block ASTM C90)
1 &4"
e"
1-1/4"
Ail
Concrete min. 2.85 ksl
1"
4"
I've
All
SoLlhem Pine SG . 0.
1"
1`
1-318'
114' 410 SS Elco CMeFlea ®
AD
Southern Pine SG a 0.55)
1"
1"
1-w
C
114" 410 SS Elco CrateFlex ®
Jamb
Hollow Block, TM C90
2-1/7
8"
14/4•
All
Concrete (min. 3.35 ksi
2-117
4`
TART F 9-
Material
Mln. Fr
Min, F.
Btael Screw
92 ksi
12D kW
Eloo UAtraCm 0
155 kill
177 ksi
410 88 Elco CrateRex 6
127.4 fall
169.7 kai
BD6346 AWrrtinum
16 kill
22 kal
6063•TB Aluminum
25 kai
30 teat
A30 Stall)
36 kill
58 koi
Gr. 33 Steel Stud
33 ksi
45 kal
1) WHERE SUBSTRATE
CONDITIONS REQUIRE
ANCHORAGE FROM MORE
THAN ONE OF THE ANCHOR
GROUPS ABOVE. CHOOSE THE
ANCHOR GROUP OF THE
LOWEST LETTER FOR ALL
SUBSEQUENT TABLES IN THIS
APPROVAL.
2) FLATHEAD ANCHORS MUST
BE #12 TRIMRT HEAD.
CODES/STANDARDS USED:
e201T FLORIDA BUILDING CODE (FBC), M EDITION
e2014 FLORIDA BUILDING CODE (FBC). STU EDITION
eASTM E13004 9
eANSUAF&PA NDS-2D15 FOR WOOD CONSTRUCTION
eJLLUMINUM DESIGN MANUAL, ADW2015
eAMI S100-12
eAISC 360-10
NOA DRAWING MAP
SHEET
GENERAL NOTES.............1
GLAZING DETAILS ............ 2
ELEVATIONS .....................
3
VERT. SECTIONS .............
4
HORIZ SECTIONS............
4
CORNER DETAIL ..............
4
PARTS LIST........... ........... .
5
EXTRUSIONS ....................
5
INSTALLATION. .................
7
DESIGN PRESSURES.......
8
ANCHOR QUANTITY.........9-11
PRODUCT REVISED
as eompiYimi with the Florida
Building C s NOA-No. 17-0411.06
Expiration Date 12/21/2021
ey
174117: NEW LAYOUT, SHEET
REORGANIZATION. UPDATED
ANCHOR QUANTITY PER FBC
201T• CHANGED ANCHOR TYPES
O
Ch
OP.
Q
W
A
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Z
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* . No 58705
A LYNN MILLER, PE
P.E.A 58M
r 1/2• NOM. 55 1/2" NOM.
J GLASS BITE GLASS BITE STRUCTURAL
POLVISOB N
WITH DESICCANT
60,81,62 51 63,64,65 EXT. GLASS
1A• ANNEALED OR HEAT STRENGTHENED GLASS rANNEALEO OR HEAT STRENGTHENED GLASS
Z N PVB tERLAYER .DgC' PVB INTERLAYER
1A' ANNEALED OR HEAT STRENGTHENED GLASS 3116'ANNEALED OR HEAT STRENGTHENED GLASS
SMW NOM. 7116' LAMINATED
5/16" LAMINATED GLASS 7/16' LAMINATED GLASS
KODISPACE
4SG TPS
EXTERIOR INTERIOR
(ALL SECTIONS)
STRUCTURAL
SILICONE
1W NOM. FOAM
WITH
DESICCANT
EXT.GLASSS
,T, GLASS
SUPER
SPACERS NXT TM
W-4il
n=mrVlcw — POLYISO-
A50 2BUMENE
5/16' NOM. SEAL
BUM S112' NOM.OM. DESICCANT ROLL-FORMEDGLASS BITE BITE FOAM STAINLESS STEEL
—T EXT. GLASS --\
66,67,68,69,70.71 v 72,73,74,75,76.
W ANNEALED OR HEAT STRENGTHENED GLASS 311W ANNEALED OR HEAT STRENGTHENED GLASS
.080• PVB LHTERLAYER .0lA" PVB INTERLAYER
tA' ANNEALED OR FEAT STRENGTHENED GLASS 311V ANNEALED OR HEAT STRENGTHENED GLASS
Bf16• LAMINATED Tl1S• LAMINATED
SNB' OR Sir AIR SPACE Mr OR lW AIR SPACE
1A• OR 3N6' ANNEALED OR TEMPERED GLASS VB• OR N16" ANNEALED OR TEMPERED GLASS
f 3H6' NCML 13116' NOM.
13/16" LAMI IG GLASS W/ 5116• LAMI 13/16' LAMI IG GLASS W/ 7/16' LAMI
GLASS TYPES:
A. 5/18" LAMI - (1/8" A,.090' PVB, 11W A)
B. 5M6" LAMI - (1/8• A,.090- PVB, 1/6' HS)
C. 6116- LAMI - (1B" HS,.090' PVB, 1/8" HS)
D. 7/18" LAMI - (3/16- A,.090" PVB, 311(" A)
E. 7/16- LAMI - (3/16" A,.090' PVB, 3116- KS)
F. 7/18" LAMI - (3/16- HS,.090• PVB, 3/18• HS)
G. 13116' LAMI IG -1/8' OR 3116' A (MIN.), 5/16. OR 31W SPACE, 5/16- LAMI - (1/8' A,.000" PVB, 1/8' A)
H. 13/16' LAMI IG - 11W OR 3/16- A (MIN.), 5/16- OR 3/8" SPACE, 5118" LAMI - (1/8" A,.090- PVB,.1/8" HS)
1. 13/16' LAMI IG -1/8' OR 316- A (MIN.), 5M6' OR 3/8" SPACE, 5/16- LAMI - (1/8" HS,.090" PVB, 1/8" HS)
J. 13/16' LAMI IG -1/8" OR 3116" A (MIN.), 3/16" OR 1/4" SPACE, 711W LAM] - (3/16- A,.0g(r PVB, 3/16" A)
K. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3/18" OR 1/4- SPACE, 7/16- LAMI - (3116" A,.09(", 3/16" HS)
L 13/16' LAMI IG -11W OR 3/16" A (MIN.), 3/16- OR 1/4• SPACE, 7/16" LAMI - (3/16" HS,.090•, 3116- HS)
FOR INSTALLATION IN THE HVHZ ABOVE 30
FT, GLASS TYPES G - L SHALL HAVE A
TEMPERED f.G. GLASS CAP. BOTH THE DP AND
ANCHOR QUANTITY REMAIN UNCHANGED.
"PVB" = KURARAY TROSIFW PVB INTERLAYER
EXT.GLASS
GLASS
BUM
NOM.
LSS
DESICCANT FILL AREA
5116" NOM.
SILICONE SEAL
INT. GLASS
DURASEAL® XL EDGErm
87SPACER SPACER
part III
Description
Material
85
KomLrwrling 48G TPS Spacer System
See this88
Sheet br
Quanex Super spacer nXh Hot Melt Bulyl f wit
87
Quanex Dursaeai Spacer
Materials
88
Cardinal XL Edge Spacer
PRODUCT REVISED
as complying with the Florida
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NO
Expiration Data 12/21/2021
By
NL Product Control
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27 318"
MAX. DLO 54 5116" MAX DLO FIXED
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110" MAX WIDTH I.F. FRAME —�il �1 86 7/16• MAX. WIDTH FLANGE FRAME
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DETAIL B - XOX (1/4-1/2-1/4) DETAIL C - XOX (1/3-1/3-1/3)
NOTE:
33 9/16" MAX. 33 9/16' MAX. 1. SEE SHEET 4 FOR VERTICAL AND HORIZONTAL SECTION DETAILS.
DLO FIXED C DLO VENT
SEALANT OR GASKET
FLANGE AT HEAD AND SILL
A FRAME
A I ALL 15
66' CONFIG.
57 31W MAX.
MAX. DLO ALL — — 43 I.F. FRAME
DLO ALL
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LITES / / I.F. FRAME
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74' MAX. WIDTH FLANGE FRAME
DETAIL A - OX OR XO
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VIEW D-D
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PRODUCT REVISED
as complying with the Florida
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HOA-Ho. 17-0411.06
Expiration Date 12121/2021
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INTERIOR
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MAX. WIDTH (FLANGE FRAME)
19 SECTION B-B 17
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MAX. FIXED DLO --i I--- MAX. VENT DLO —I
MAX. WIDTH (I.F. FRAME)
EXTERIOR SECTION A -A
(HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME)
SILL
SECTION, I.F. FRAME)
HEAD
(VERTICAL SECTION, I.F. FRAME)
MAX. VENT DLO
PRODUCT REVISED
as Complying with the Florida
B.Odi.9 Code
NOA-No. 17-0411.06
Expiration oats 12l21/2021
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DESCRtPTIO.i
MAIL
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1
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6063-TE AL
61M7
2
4025
SASH STOP STD. (ANTI LIFT' CUP)
6063-TS AL
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7934AA
4
4053
SASH STOP COVFR ASH STO
6063-T5 AL
6
4136
IFIANCEFRAMEsaL
6063-T6 AL
64136
7
4137
ISILLADAPTUR.
606346AL
64137
8
4131
IROLLERTRACK
6063-TEAL
64131
10
7IN8
jWWROLECOVER
POLYPROP.
712%
12
1626
1
ADHESSIVEOPEN CELL FOAM PAD
7PAD1626
13
4002
A IFIANGEFRAMEJAMB
6063-T6 AL
612225
14
4134
ICASn7FORMAIN
FRAME SIIL70INT
74134W/K
15
1155
198XI.000QWFN.SMS
781POA
16
1 4110
G
ISCREWADAPMR
6063-T5AL
641100
it
1 4054
B
IFUU11MEEIINGRAIL,
6063HD-TEAL
64054A
19
1 4066
IWSTP.,187 X 230 FIN SEAL
64066E
21
4105
ISASH TOP & BOTTOM RAIL
606315 AL
612240
22
1683
WSTP. X 2M RAM FIN SEAL
61683G
23
225•1
IRCILLERHOUSM&GUIDE
42112M
24
226
IBRASSROUERWHEELS
BRASS
7BRWE1.2
29
4128
IHORMUALROUERSASK TOP GUIDE
POLYPROP.
44129N
32
4006
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6063HS-T6AL
64006
33
1235
1 WSTP . IM X.2M RAM FIN SEAL
67S160
35
1096
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D1135CAST
71096
36
1016
148 X .625 PH. FL SMS
7858
37
4126
ISASHSWERAIL
6063-T5AL
64126
38
1683
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61683E
39
7070
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6707CK
40
RIFTRAIL COVERCAP
74078"C' LORR
41
4139
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6063T6AL
64139
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4140
IF. FRAME SILL
6063-T6 AL
64140
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64141
50
GLAZING suxmm, Dow 791899995ORGE7700
51
1224
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61P247W
52
1225
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53
4039
B
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6063T5 AL
64039B
54
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6063T5AL
644703
55
4222
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6063-nAL
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56
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6063-13AL
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4067
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6063T3AL
64067
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5/16" LAMI I/r A .090PVB,1/8" A
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68
13/16-LAMIIGUS'A IN.,3/8"AIR SPA MI 5/16'LAll8" .090PVB I/rHS
69
L31I6' LAMIIG3/16 A N16" AIRSPACE, VIC LAMI 1/8"A,.090PVB,1/8'A
70
13/16" LAMlIG3116-A 5116' AIR SPACF, 5/16' LAM] WrA, .090PVB, I/8"HS
71
13/16' IAMIIG3/16'A MIN.1 5/16' AIRSPAC$ 5/16' LAMI (WHS, .090PVB, ll8"
72
13/16•LAMI IGV8"A WIN.1 1/4" AIR SPACK 7116' LAMI /I6'A,.090PVB,3/16'A
73
13/16" LAMIIGI/8"A OWN.1 1/4" AIR SPA 7/16" LAMI /16'A .090 M 3/16"ffi
74
13/16' LAW IG119-A IN. L'4" AIR SPA 7/16' LAMI 3/16"HS .090 3/16"11S
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76
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77
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90
1014
SCREEN FRAME & VEX)
31054114 AL
1630
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POLYPROP.
1631
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POLYPROP.
1073
SCREENSPRING
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k
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EM PVC
1635
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1,714
062
1.988
43 I•F. FRAME JAMB
#4141, 6063-T6
2-710
2.624
1— .062
41 I.F. FRAME HEAD
#4139, 6063-T6
.062
Lu2.710
42 I.F. FRAME SILL
#4140, 6063-T6
3.152
PRODUCT REVISED
as complying with the Florida
Building Code
wow -No. 17-0411.06
Expiration Date 12121/2021
By
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(USED W/ GRILL KIT)
1122
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#4136, 6063-T6
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.437
1.46
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32 SASH MTG. RAIL
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1.096 451 T
55 GLAZING BEAD 7/16"
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#4137, 6063-TB
1. 87 062
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17 FIXED MEETING RAIL
#4054B,6063HD-T6
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1.29ry
37 SASH SIDE RAIL
#4126,6063-T5
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.678
1.115 i " T
56 GLAZING BEAD, 7/16"
#%5C, 6063•T5
(USED W/ GRILL KIT)
O SASH STOP COVER
#4053. 6063-T5
--2.784— j
,.
.082
13 FLANGE FRAME JAMB
#4002A,6063-T6
.050 �
.678
1.096 -1" --�{
53 GLAZING BEA
#4039B,6063-T5
—4
�I+— ri 1.097
59 GLAZING BEAD, 13/16"
#4067, 8063-T5
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-Io. 17-0411.06
Expiration Date 12/21/2021
By
glum ■ r ue nro
WV17: NO CHANGES THIS
SHEET.
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11111
A. LYNN MILLER P.E
P.Et W705
SEE ANCHOR TABLE, SHEET 1
SEEANCHOR I
I SEEANCHOR
TABLE, SHEET 1 TABLE, SHEET 1
r,' ' SEEANCHOR
TABLE, SHEET 1
1x WOOD
BUCK
a
NOTE 1
MAXAX•
SHIM
2x WOOD BUCK, NOTE 1 1 NOTES:
Sig•
MIN. 1. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS
WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2'. 1x WOOD BUCKS ARE OPTIONAL IF
UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS
DEPICTED AS 2x ARE 1 11T THICK OR GREATER. INSTALLATION TO THE SUBSTRATE
OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY
HAVING JURISDICTION
SEEANCHOR J SEEANCHOR i
TABLE, SHEET 1 DETAIL A TABLE, SHEET 1 DETAIL B
TYPICAL FLANGE FRAME HEAD SECTIONS
A)C
MAX 2. FOR ATTACHMENT TO METAL* THE METAL STRUCTURAL MEMBER SHALL BE OF A
SHIM SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN
IN THESE DETAILS FOR 2x WOOD BUCKS.
3. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF
FLORIDA BUILDING CODE.
1 /4'
MAX.
SHIM
1 3V
MIN.
1/4' MAX SHIM � Mom—
I
SEE ANCHOR
TABLE, SHEET 1
SEE ANCHOR
SEEANCHOR
--T
T
TABLE,SHEETI
TABLE, SHEET 1
SEEANCHOR
'. 4 • SEEANCHOR
TABLE, SHEET 1
TABLE, SHEET 1K
2x WOOD BUCK, NOTE 1
1x WOOD BUCNOTE 1
DETAIL E
DETAIL F
TYPICAL FLANGE FRAME JAMB SECTIONS
SEEANCHOR
TABLE, SHEET I
1/4'
MAX.
SHIM
' ' •' T SEE ANCHOR
TABLE, SHEET 1
SEE
ANCHOR
TABLE, SEE ANCHOR 2x WOOD
SHEET 1 TABLE, SHEET 1 BUCK
DETAIL C NOTE 1
IK
s
SEE ANCHOR TABLE, SHEET 1
DETAIL D 2-1/2' MIN. EMBED
4.0.131' DIA. MIN. X 21/2' NAIL AT CORNERS AND 5' O.C. TYPICAL DETAILS G. H & L
4
INTERIOR
(JAMB DETAILS R F & I) 2-1/2' MIN. EMBEDMENT
EXT�(E''jRjIOr—1
D EXTERIOR INTERIOR
(HEA & SILL DETAILS A, B, C, D, & H)
SEEANCHOR
TABLE, SHEET 1
1/4'
MAX
SHiIM
SEE NOTE
1 3/8 MIN.
DETAIL H (HEAD)
DETAIL ( ILL) DETAIL I (JAMB)
TYPICAL INTEGRAL FIN FRAME SECTIONS
PRODUCT REVISED
.. c mplying with th. Florida
Building Cod.
NOA-N., 17-0411.06
Explmtlon D.t.12/21/2021
324117: REVISED NOTES TO
COMPLY WRH NEW
ANCHORAGE ADDED NOTE 4.
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701VAL
A LYNN M0.LPR, PE'PE.0 58705
Maximum Design Pressure, DP (paf)
XOOrOX
Own6
1Vldth
Owns
HWeM
alas e
Type
A, B, G, H
r. D, E, F, L d K L
4a•
58.1/8'
2V
-75.0
+75. / 5.0
+75.o/- 55.0
+75.0/-75.0
+76.01-76.0
+75A1.75.0
60'
68'
+76.0 / - 55.0
+75.0 / 45.0
+75.0 / -75.0
.75.017&0
72•
74'
+7&0 / -75.0
+75,01-75.0
+75.0 / -75.0
+76.0179.0
176.D
+75.0175.0
+75.01-750
T3.0 / 75.0
174-
+7501-76.0
+75.0175.0
+7501-MO
+75.0 / 75.0
.75.0! -75.0
37'
351w
+75.0 / 76.0
+75.01-75.0
48.
53.1/8•
+14.0 75.0
+75.0 / 75.0
+75.0 f 76.0
+75.0 / -75.0
ar
or
-75.0145.0
+75.0 / 75A
+75.01-n.0
+75.01-75.0
72'
74•
+76.0176.0
+75.01 55.0
+75.0 f 75.0
+75.0/-75.0
3r
48'
+75.0175.0
.76.01750
531Ir
*75.0175.0
-75.0145.0
+75.D1-75.0
+75.0145.0
N4r
60'
6e
+76.0175.0
+75.0/76.0
+75.0175.0
+75.0175.0
T2'
74'
+7AD 1-75.0
r75.0 / 75.0
+75.01-75.0
+7&0 / -75.0
3T
50.5w
-75.0175.0
•76.0 4&00
40'
S31l8•
+75.0 / 75.0
+75.0145.0
+75.0 / 75.0
+75.0/75.0
or
88•
+75.01-75.0
+75.0175.0
+75,0 / -75.0
+75.0 / -75.0
72•
74'
+75.0175.0
+75.0145.0
+75.0 / -75A
+75.0I -75A
64•
.75.0! 76.0
+75.010
.75.01-75.0
+T5.01-MO
+76.01-75.0
+75.0 / 75.0
fl74
+76.01-75.0
+75.0! 76.0
+76.01-75.0
.75.0/ no
+75.0/75.0
+75.0175A
♦75.0I -75.0
-75.0 / 75.0
3T
48'
5}tl6•
60"
+T6.0I 75A
+75.0 / 75.0
+70.0I -75.0
+75.01-75.0
+75.0/75.0
+7S.0/-75.0
a0•
6r
.75.014M
+75.0/ 75.0
+74.2/ 74.2
+75.0175D
72-
74•
+66.6 f 4g.6
+75.0 / T6.0
+66.1 / 4a.1
+75.0175.0
3r
1w
+75.0 / -75.0
4r
58-11r
+76.0 / -75.0
+75-0 / -75.0
+75.01-75.0
+75.0 / -75.0
60'
8r
+75.01 75.0
+75.0 / -75.0
+70.2 ! 702
+MD / -75.0
Tr
+632 / W2
+75.01-75.0
+75.01-T5.0
rVK/Vvl.nvrv+VC OCC Jnr=c, a.
Maximum Design Pressure, DP fPaO
XOX,113-113-113
Own6
Owns
Gress Type
"Aft I
Height
A, B, /;. G, H, I
D, E, F. ,L K L
Mro / - 66.0
53-7
+800140.0
.75,0-1-75.0
ow
+a0.0140.0
.75.0 ! -75.0
08'
2r
-+00.0 1160-0
+75.0 7-76.0
4•
+00.0 / 40.0
+75.01-75.0
64•
+60.0 / 400
+75.0175.0
E8.7/tr
+60.0 / M8
+75.0 / 75.0
41r
+60.0140.0
+75.0175.0
53-tlr
4M.0 140.0
+75.0175.0
+00.0/410.0
+760176.03r
+a0.0/d0.0
+75.0176.0
E74-
+R.0I4.0
+76.0175.0
+00.0 / 40.0
-75.0175.0
887ltr
+00.014 LO
+75.01-750
411'
+800 / 4 LC
+76.0175.0
53.V6•
+60A/4LO
+76.0175.0
or
460.0 / 40.0
+75.0175.0
or
3b3/r
+80.0 / 40.0
*76.0 / 75.0
74
+00.01-W.0
-10.01 10.0
sc
+M.0 140.0
+75.0 / -75.D
ao-7lir
+60.0/400
*75A/75A
4r
460.0 f-0o0
+7521 75.0
53-/f6'
+00.0/40.0
+75A1 75.0
+80.0 t 40.0
+75.0/76.0
4r
+00014 O
+75.0/-T6.0
I
M0.0 / 40.0
+75.01-75.0
+a0.0/40.0
+15.0/-75.0
+60.0 / 40.0
+75.01-76A
4r
+W.0/40.0
+75.0/-75A
53.11r
+00.0 / 40.0
+75.01-75.0
00'
+80. // W o
.75.0 / -75.0
6r
50S18•
+80.0140.0
+75.01-75.0
7'r
+60.0 / 40.0
+75.0 / -75.0
a4•
-Me / 40.0
.76.01-75.0
6&711r
+00.01- 0.0
+76.31-T5.0
4r
+a0.0140.0
+75.01-75.0
53.719'
+ffioIWo
+75.0/45.a
00•
+60.0 / 40.0
+75.0 / 7s.o
+6D0/40.0
.75.0/-75.0
74
+60.0/400
+75.0/-7&0
a4
+6D.0/40.0
+75.0/45.0
68-7176'
+00.0 / 40.0
+75.01-75.0
40•
+600140.0
+75.01-?U
53-1/6•
700fW f W.0
+75.0 -/-75.0
+600/40.0
-75.0175.0
Or
+60.0140.0
+75.0 / -75.0
iW71
+a00f40.0
+750/-T5.0
Be
+60.0 / 40.0
+75.0 / -75.0
r
+80.0/40.0
•75.0/-75.0
4r
480.0 f 40.0
+75.01-75.0
53.1/8'
+800/-00.0
+75.01.75.0
am
40.0 / 40.0 I
+76.0 / •75.0
or
ar
+80.0t- 0.0 1
+75.0/•75.0
Maximum Design Pressure, DP (psQ
XO)11/4-112-1/4
Ownil
chord
tine Type
A, B, G, H
G I
D. E, F. J, K
VWdth
HIW
5371
+00.
M-O
. -75.0
Or
+00.0 / 400
+90.0 / 4D0
+800 /.60.0
.61.0 140.0
+7Q01-75.0
+75.01-75.0
74•
84'
+eo.0/4D0
+a0.0/4D0
+Kai-4010
+a00/4D0
+76,01-75.0
+76.01.75.0
or
+00.0 f 40.0
+8D0 f 4D0
+75.01-n.0
106-0/r
toe•
+60.0 / 4D0
+no / 4D0
+75.0175.0
Ill"
I +W.0 f 4D0
+6D0 / 40.o
+75.0 / 76.0
5341w
4e0.01-MO
+W.0I-WO
46MOI-MO
+eD0I-W.0
+75.0/75.0
+75.0/-75.0
tv
74•
WCf4LO
+640/-0O.o
+w.o i 40.0
4WD/4W0
+WO/ffi0
+800 / 4o.o
+75.01-MA
+7501.75A
+750145.0
84
96•
lo63/a"
46D0 / 400
.600 / 40A
+75.01-75.0
for
+6D0/40.0
460D/-BOA
+7101-7540
111•
+BDo I-Mo
"to /4D.0
+75.D 145.0
SS.tlr
+aD0/-0oo
4M0140.0
+7S017S0
8V
4600f MO
+aoo / 400
+00.0140.0
+600140A
+75.01-MO
+750175.0
74
8;
383l6•
+0D014D0
+6o014D0
+60014"
+MOO -WA
+7101.75.0
•75.01-75.0
Br
10831r
+w-o I -Me
+60.0 / 40.0
+750I no
tOr
+6D0/4D0
+�.0/40.0
+75.0/ 75.0
111•
+QDO I404
+800/.6o.0
+T5A 17i0
53 wr
.6D0 / 40.0
+600140.0
+?ED I/ 75.0
87
+6D0/4D0
460.014W.0
+T3.0175.0
74•
+6D0/40.0
+600140.0
+75.0/-T5.0
84'
4r
+6D01 m.0
.6 Two
+600/440
+60A/400
+750/-75.0
+7so IWo
ee'
1066Ir
4e0.0/400
+6oDJ-W0
+7EO1-75.0
108-
+6D0 / 400
+0o0 f 4D0
+75.0145.0
111•
+80.0 / 400
+80.014D0
+75.01-75.0
53-1ir
+8D01400
46D01-MO
+750/-7&0
60'
+60o740.o
+800 / 400
+600/40.0
4001-00.0
+7D01-75.0
+75.0 f 75.0
74•
64•
6DSIr
+MO / 40.6
+80.0/4D0
+M0140.0
+e001400
+MD / 75.0
+MO175.0
a6'
+000/40.0
+aUl-MO
+76.D1-MO
10631r
lair
+80.0 / 4D0
+80.01-MO
+75.0 145.0
111•
+60.0/ WO
44o0014D0
-MOO-75.0
SM/r
+0D0 / -WO
-MO 1410.0
+715.01-7s.0
ar
+000/40.a
+6D0 / 4D0
4ao0/40.0
+eM0140.0
+750/ 75.0
+75.01.75.0
74
04
�,
0! 40.0
+800 / 40.0
+7501-75.0
ar
+eD0/400
4e0.0 / 4D0
+75 0/-75.0
+e0.0/40.0
+800/-00.0
+75.0/-75.0
to6afa
+8D0 / 4D0
+8D0 / 400
+76A l-76.0
tOr
11/•
+8651415
+6D01.60.0
+75.01-75.0
53416'
+50014 U)
+6o0 14130.0
+750 / -75.0
or
.W.OI-Mo
+6D014D0
+8D0140.0
+600/40.o
.75.0/-75.0
+7S017S0
74•
64
60,
+e0.01 4110
+e001 40.0
+75.01-75.0
6r
+66.6155A
+00AI4D0
+75.0/-76.0
108.11r
+5521552
+5&61.64.6
+6D0I-MO
+00.0f 40.0
+7A0 1750
+7T.01-75.0
for
Ill"
7-s 81.6&8
+600 / 40.0
+75.0 / -75.0
53Ve•
+800 / 400
+ODO / 40.0
+71101-75.0
Mr
+00.0 / 40.0
-MO 1.00.0
-+75.01-75.0
74
+60.01-Ko
+Mo 1-80.0
+76.0 / -75.0
64
er
+00.0 / 400
4eD01410.0
+71 -75.0
9a'
+5521 SL2
+aao/40.0
+75.o/-76.0
+52.3/52-3
+6o0I40A
+75.0/-i5.0
1o89/r
/09•
.5t.7141.7
+KO1-80.0
+75.0/76.0
+5061400
+eD0/40A
+750175.0
111•
GLASS TYPES:
A. 5/16- LAM[ - (1/8r A,.090" PVB, 118- A)
B. 5/16- LAMI-(1/8"A,.090' PVB, 1/8• HS)
C. 5/16- LAMI - (11W HS,.090' PVB, 1/8' HS)
D. 7/16- LAMI - (3/16- A,.090' PVB, 3/18- A)
E. 7/16' LAMI - (3/16- A,.090- PVB, 3116" HS)
F. 7/16r LAMI - (3/16• HS,.090- PVB, 3/16- HS)
G. 13/16' LAMI IG -1/8" OR 3116-A (MIN.), 5N6' OR 3/8-
SPACE, 5/16" LAMI - (1/8' A,.090' PVB, 1/8-A)
H. 13116' LAMI IG -1/8" OR 3/18' A (MIN.), 5116' OR 3/8-
SPACE, 5116- LAMI - (1/8' A,.090' PVB, I1W HS)
1. 13116' LAMI IG -1/8' OR 3/16- A (MIN.), 5/16- OR 3/8•
SPACE, 5/16- LAMI - (1/8' HS,.090' PVB, 11W HS)
J. 13/16' LAMI IG -1/8' OR 3/16- A (MIN.), 3/16. OR 1/4'
SPACE, 7/16- LAMI - (3fl6 A,.09(" PVB, 3/16- A)
K. 13116" LAMI IG -1/8" OR 3116' A (MIN.), 3116- OR 1/4-
SPACE, 7/16" LAMI - (3116' A,.090' PVB, 3/16' HS)
L 13/16' LAMI IG -1/8' OR 3/18' A (MIN.), 3/16' OR 1/4-
SPACE, 7H6' LAMI - (3f16- HS,.09(• PV8, 3(16" HS)
NOTES
1) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER
WINDOW IN TABLE.
2) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN
WINDOWS, SUBTRACT 1• FROM TABLE SIZE DIMENSIONS.
3) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS
TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP.
BOTH THE DP AND ANCHOR QUANTITY REMAIN
UNCHANGED.
4) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2.
T
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0411.06
rxplratlon Date 12/21/2021
By
Mlam Product Contro
324/17: UPDATED TABLE
O
=
o
•e,D
O N
OIt
co
IZ
N
o-
Z
'
v
u°a
U
49
w Z v p
a
"-aTM
Goa
OO y�
Z Of
66
w
LL
W
O
K
1eer:
N
LIJ
�
�
�
v7
t'-
Z
W
a
Wa
o
=
Z
W
=
eat
'eerd
N/��''�
* No. 58705 -•
po' s TE
/O���NA`` L1�11 1C
A. �••
LY i sia W P.
Anchor Quitl111i16A. xO orOX
,Mgt OIAAs Types A, B, C,12, H & 1
()ad
Width
Ow1sa
Falghl
Amhw 6mmA
lived A Sill
JIM
Mdw &6
Heed & Sir
S
JWb
IMd,a Cf
Hmd &Sil
W G
4016
37"
2T
t+i2+1
2
I+C2+1
2
t+C2+1
2
4r
51148
1+C2+1
2
1+C2+1
2
1+C2+1
2
t+C-1
2
1+C2+1
2
i+CZ+1
2
Or
I+C2+1
2
I+C2+1
2
1+C2+1
Z
1+C2+1
2
1+/2+1
2
1+C2+1
2
7r
7r
2+0+2
2
1+C'+I
2
1+C2+1
2
2+C2+2
2
1+Q+1
2
1+(2+1
2
3r
3r
I+C2+1
2
1K20
2
I+C2N
2
4r
5311r
1+Q0
2
1+Q+/
2
1+C2+1
2
(+Q+1
2
1+C2+1
2
1+C2+1
2
ar
1+Q+1
2
I+C2+1
2
i+C2+1
2
W
77
7r
1+(2+i
2
1+(2+1
2
I+C2+1
2
2+(2+2
2
1+C2+1
2
1+C2r1
2
2K2+2
2
1+0+1
2
1+C2+1
2
37'
3848
I+Q l
2
1+C2+1
2
I+C2+1
2
48'
I+C2+1
2
1K2+1.
2
11+0+1
2
1+(2+1
2
1+C2+1
2
Ag'
BB'
!+^,1+9
2
!+C2+1
2
1+C2+1
2
1+Q+1
2
1+Q+1
2
1+(2+1
2
7r
7r
b(2+2
2
1+C2+1
2
+C2+1
2
2+{2+2
2
1+Q+1
2
1+C2+1
2
3T
48
1+C2+1
3
1+(2+1
3
t+C2+1
3
48
511W
1+C2+1
3
1+Q+/
3
1+C2r1
3
1+Q+1
3
1 1+C2+1
3
1+C2+1
3
t2P
W
1•(2+1
3
1*Q+1
3
1+C2+1
3
1+Q+1
3
1+(2N
3
I+C2+1
3
77
7r
2M2+2
3
I+C2+1
3
1+C2+1
3
2+C2+2
3
I+C2+1
3
1+C2.1
3
37,
%W
W2+1
3
1+C2+1
3
I+Q+1
3
4r
53--ur
1+(2+1
3
l+C2+!
3
I- 2+1
3
W2+1
3
I+C2+1
3
1+C2+1
9
or
W
i+Q+l
1 3
1+(2+1
3
1+(2+1
3
1+00
3
1+C2+1
3I
+C2+1
3
77
7r
"e+-=+2
3
i+Q+t
3
1 '+C2*1
3
2+Q+2
3
1+(2+I
3
1 1+C2+1
3
3r
51•
1+Q+!
3
1+C2+1
3
I+C2+1
3
4r
53Vr
4«3M
3
1+C2+1
3
I+C2+1
3
1+(2+1
3
1+Q+1
3
l+C2+1
3
3r
9&•
1+0+1
3
I+C2+1
3
4+C2+1
3
1+13+!
3
1+Q+1
3
1+C2+1
3
77
7r
2+C3+2
3
1+C2+1
3
1+( 20
3
Z+[3+2
3
1+Q+1
3
I+C2+1
3
3r
8r
1+C2+1
3
1+C2+1
3
I+C211
3
4r
5&!!8
1+C3+1
3
1+Qv1
3
1-0+1
3
W3+1
3
1+C2+1
3
1+C2+1
3
W
W
I+(3+1
3
1+C2✓1
3
1+C2+1
3
1+C3+1
3
1+0+1
3
I+C2+1
3
7r
7r
2+03+2
3
l+Q+1
3
t+C2+1
3
2K3+2
3
1+Q+1
3
1+C2+1
3
37'
tt3'
1+C2+1
3
W2+1
3
'I+C2+1
3
48
531l8
t+c3+1
3
1+C20
3
I+C2+1
3
I+C3+1
9
I j+g
9
i+C2+1
3
N(!'
d&•
I+Cirt
3
7+C2+I
3
1+C2+1
3
1+C1+1
3
1+C2+1
3
i+(2+1
3
77
7r
2+C3+2
3
1+Q+1
3
t+(Z*1
3
2+0+2 13
1+Q+1
3
1+Q+1 1
3
Anchor Cu&nti8ea, XO or OX
with Ohm Types D. E. F. J. K & L
o..d
Wldih
ow"
Hai2N
Arches Cbwq
Head & Sff
A
,Ymb
A,dw G-0
HmA A Sal
B
Jamb
kWw GmW
Had A &A
C
Jamb
37"
2r
1+C2+1
2
1+C2+1
2
1+C2+1
2
4r
53•Ur
1+C2+1
2
1+C2+1
2
1+C2+1
2
1+C2+1
2
1+C2+1
2
I;U+
2
W
AA•
1+C2+1
2
1+C2+1
2
1+C2+1
2
i+C2+l
2
1+C1+1
2
1+02+1
2
77
7r
2+C2+2
2
1+(2+1
2
1+C2+1
2
2+C2+2
2
1K2+1
2
1+QH
2
37'
3r
1+C7+1
2
1+C2+1
2
1+C2+1
2
40'
53-Lr
I+C2+1
2
1+C2+1
2
I+C2+1
2
T+C2+1
2
1+C2+1
2
1+=+l
2
AP
er
1K10
2
!+C2+1
2
l+G2+1
2
I.C12+1
2
1+02+1
2
1+C2+1
2
7r
74•
2+C2+2
2
1+C2+1
2
I+C2+I
2
2+C2+2
2
I+C2+!
2
1+C2+1
2
37-
3e-Y3
1+C2+!
2
t+ct+!
2
1+C2+1
2
4&'
5}1Ir
1+12+1
2
I+C2+1
2
1+C2+1
2
1*Q+1
2
1+C2+1
2
h+C2+t
2
e0'
or
t+C2+1
2
I+C2+1
2
1+C2+1
2
iEl
2
1+C2+1
2
1+C2+1
2
7r
74•
2+C1+2
2
I+C2+1
2
1+C2+1
2
2+Q+2
2
i+C20
2
,+C2+1
2
3r
49'
I+C2+1
3
t+Q+1
3
1+C2+1
3
4e•
53•!Ar
I+C2+1
3
I+C2+1
3
1+(2+1
3
1+f2+1
3
l+C2+1
3
1+C2+1
3
sa•
3r
1+C2+1
3
I+C2+I
3
I+C2+1
3
t+(2+1
3
1+C2+1
3
1+C2+1
3
7r
7r
2+G4+2
3
I+C2+1
3
1+C2+1
3
2+C2+2
3
I+C2+1
3
1+C2+1
3
3r
sma.
l+G2+1
3
I+C2+1
3
I+C2+1
3
48'
53.11e'
1+C2+!
3
I+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
ar
Gr
1+C2+1
3
1+C2+1
3
I+C2+i
3
1+C3+1
3
I+C2+1
3
l+G2+!
3
7r
Wz+Lg+2
2+C3.2
3
1+C2+1
3
I+C2+1
3
3
t+C2+I
3
1+C2+1
3
37'
54•
!+C2+1
3
i+C2+1
3
t+02+1
3
46'
w11r
1+C2+I
3
I+C2+I
3
I+C2+l
3
/+C2+I
3
!+C2+I
3
I+C2+t
3
W
or
I+C3N
a
1+C2+1
3
1+C2+I
3
t+tl+1
3
1M2+1
a
I+C2+1
3
72'
7r
2+C3+2
3
I+C2+1
3
1+C2+1
3
2+C3+2
3
!+ 2+1
3
1+C2+1
3
3r
or
1+C2+1
3
1+CZ+!
3
1+C2+I
3
4A'
lK3+i
3
I+C2N
3
1+C2+1
3
!+CS+I
3
I+C2+1
3
1+C2+t
3
sa'
6e"
1+0+1
3
1+C2+1
3
1+C2H
3
I+C3+1
3
I+C2+I
3
1+C2N
3
12•
74'
2+C3+2
3
I+C2+1
3
I+C2+1
3
2+C3+2
3
I+C2+1
3
I+C2+1
3
ar
AT
I+C2+1
a
I+C2+1
3
1+C2+1
3
4r
53.1a1'
1+C3+1
3
1+C2+I
3
1+G2+I
3
1+03+1
3
1+C2+1
3
1+C2+1
3
57
6r
1+C3+1
3
!+C2+!
3
l+62+1
3
t+=+I
3
!+C2+1
3
I+C2+1
3
77
7r
2+0+2
3
1+C2+1
3
1+C2+1
a
2+tl+2
3
1+C2+I
3
1+C2+I
3
TABLE KEY. O X
1+C2+1 3 ANCHOR QUANTITY PER JAMB
HEAD AND SILL ANCHOR QUANTITIES
A CLUSTER OF (2) ANCHORS
CENTERED ON THE MEETING RAIL
PLUS (1) ANCHOR AT OPERABLE
VENT AND FD(ED SECTION. (4)
ANCHORS TOTAL AT HEAD AND SILL
(4• MIN. O.C. ANCHOR SPACING)
18 3/4' MAX
1 ---{ [--4• MiN., 10-1n• Max.
r MAX. X O
T-1:
MTG. RAIL
EXAMPLE CLUSTER W/ QTY. OF (2) ANCHORS
(SHOWN IN TABLE KEY ABOVE)
NOTES
1) WINDOW DP / ANCHOR QUANTITIES ARE BASED ON THE
FOLLOWING DIMENSIONS:
HEAD & SILL 101/2• MAX. ON EACH SIDE OF
MEETING RAIL CENTERLINE.
18 3/4' MAX. FROM CORNERS.
JAMBS: 9• MAX. FROM CORNERS AND 221/2'
MAX. O.C.
2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER
WINDOW IN TABLE.
3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN
WINDOWS, SUBTRACT 1• FROM TABLE SIZE DIMENSIONS.
4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS
TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP.
BOTH THE DP AND ANCHOR QUANTITY REMAIN
UNCHANGED.
5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0411.06
expiation onto 12121/2021
W24/17: UPDATED TABLE &
ELEVATIOK
$
x
w
O
W
O
-Pa
L7 N
0V)
CIA
O $
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2
1+C2+1+C2+1
2
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30'
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2
1+C2+1+C2+1
2
1+C2+1+C2+1
2
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2
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2
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2
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I.C2+1+C2+1
2
t+C2+1+C2+i
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1+C2+1+C2+1
2
1+C2+i+C2+1
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1+C2.1+C2+1
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1+C2+1+C2+1
2
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2
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2
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1+C1+1.C2+1
3
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3
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3
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3
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3
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1+C2+1.C2+1
3
1+C2+1+C2+1
3
I+C2+1+C2+1
3
f+C2+1.C2+1
3
1+C2+t+CZ+1
3
1+C2+t+C2.1
3
7r
34'
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1+C1+1+C2+1
3
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3
1 1+C2+1+C2+1
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1+C2+1+C2.1
3
1+C2+1+C2+1
3
1+C2+1+C2+1
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1+C2+1.C2+1
3
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1+C2+1+C2+1
3
1.C2+1+C2+1
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3
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3
1+C2+I+C2+i
3
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1+C2+1+C2+1
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1+C2+1+C2+1
3
t+C2+1+C2+1
3
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3
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3
1.C2.1.C2+1
3
t+C2+1+C2.1
3
i+C2+1+C2+1
3
1+C2+1+C2+1
3
41'
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54-
t+C2+t+C2+1
3
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3
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3
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3
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3
1+C2.1+C2ai
3
1+C:2+1+CZ+1
3
t+C2+1+C2+1
3
40'
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3
1+C2+1+C2+1
3
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3
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1+C2.1+C2.1
3
t.CS.1+C2+1
3
1+C2+1+t2.1
3
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3
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63'
1+C2+1+C2+1
3
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3
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3
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1+C2+1+C2+1
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t+C2+1+C2+1
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3
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3
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1 3
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Anchor Ouanthles, XOX,113 - iR - in
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1+C2+1+C2+1
2
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2
1 1+C2+1+C2+1
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1+C2+1+C2+1
2
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i+C2+1+CZ+t
2
1+C2+1+C2+1
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2
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2
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2
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2
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2
1+Q+1+G2+1
2
I+C2+1+C2+1
2
i+C2+f+C1+1
2
1+C2+1+C2+1
2
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2
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2
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1+C2+1+C2+1
3
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3
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3
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3
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3
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3
1+C2+1+C2+1
3
1+C2+1+C2+1
3
1+C2+1+4r2+1
3
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t+C2+1+C2+1
3
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t+C2+1+C2e1
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3
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3
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1+C2+i+C2+1
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3
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3
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3
1+C2+1+C2+1
3
er
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3
1+C2+1+C2+1
3
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3
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1+C2+1+C2+1
3
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3
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1+C3+1+Ca+l
3 1
I+C2+1+C2+1
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1+C2+1+C2+1
3
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3
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3
t+C2+1+C2+1
3
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1.C2*1+0*1
3
t.C2+1+C2+1
3
1*C2+1+C2+1 i
3
TABLE KEY:
X O X
H1+C3+1+C3+1 3 ANCHOR QUANTITY PER JAMB
EAD AND SILL ANCHOR QUANTITIES
A CLUSTER OF (3) ANCHORS CENTERED
ON EACH MEETING RAIL PLUS (1)
ANCHOR AT EACH OPERABLE VENT
PLUS (1) ANCHORS AT FIXED SECTION-
(9) ANCHORS TOTAL AT HEAD AND SILL.
(4- MIN. O.C. ANCHOR SPACING)
25 3/4' MAX
F --4" MIN., 10.1rr MAX
9' MAX. X O X
MTG. RAIL, TYP.
EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS
(SHOWN IN TABLE KEY ABOVE)
NOTES
1) WINDOW DP / ANCHOR QUANTITIES ARE BASED ON THE
FOLLOWING DIMENSIONS:
HEAD & SILL: 101/2' MAX ON EACH SIDE OF
MEETING RAIL CENTERLINE.
25 314* MAX. FROM CORNERS.
JAMBS: 9* MAX. FROM CORNERS AND 2211r
MAX. O.C.
2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER
WINDOW IN TABLE.
3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN
WINDOWS, SUBTRACT 1• FROM TABLE SIZE DIMENSIONS.
4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS
TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP.
BOTH THE DP AND ANCHOR QUANTITY REMAIN
UNCHANGED.
5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2.
PRODUCT REVISED
as complying with the Florlda
BWlding Code
now -No. 17-0411.06
Expiration DaAl2/21/2021
324/17: UPDATED TABLE &
ELEVATIDN.
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i+2+i+2+t
3
i+Q+14Q+1
3
1+C2+1+2+1
a
i+C2s1+2.1
3
1+C2+1.2+1
3
1+Q.1+C2+1
3
1+CZ+2.2.1
3
1+2+1.=+i
3
1+2+1+2+1
3
1+2+2+C2+1
3
1+C2•1+Q+1
3
1+C2+1+2+1
a
t+CL43+2+i
3
1+2+2.2+i
3
i+Q+PMC l
3
t«Q+3+Q+1
3
1+L2+2K2+1
3
i+C2.1+Q+1
3
1+C2+3+2+1
3
1+Q+2+Q.1
3
1+CZ+f+C2+1
3
33.1m
1+Q+1+Q+1
3
1+Q+1+Q+1
3
1 HQ+1+Q+1
a
/+2+1+2+1
3
1+CZ+t+Q+1
3
1.2+t*Q+1
a1+2+1+2+1
3
1+2.i.Q+1
3
I+ 2+1-C2+1
3
t+2+2.2+1
3
1+Gi+1+C2+1
3
i+Q+7+2+1
3
dW
f+2+2+C2+1
3
1+2+2+Q+1
3
1+2+t+C2+1
3
1+C2+3+C2N
3
1+2+242+1
3
1.Q+1+C2+1
3
1+Q+3K2+1
3
1+c2+2-2+1
3
H2+1+2N
3
1+C2+3+C2.1
3
1+Q+2+Q+1
3
1+C22+2+1
3
t.SLr
BP
74'
tN'
W
5,
1+C2+i+t2H
3
7.2.1+2+1
3
t+Q.i+Q+1
3
1+2+1+C2+1
3
14i•.2+1+Q+1
3
1.2.1+2+1
3
1+2+1+Q+1
3
142+1420
1 2
1 1+C2+1+Q+1
3
1+2+2+2+1
3
1+2+1+2+1
1 a
1 1+Q+1+2+1
3
1+Q+2+C2.1
a
1+Q Q +2.+t
a
1+C2N+2+1
3
sww
for
11r
/+C2+3,Ml
3
t+Q+2+ 2+1
3
! 2+t+2+1
3
1+CI+a,C2+1
3
1.C2+242+1
3
1+Q+1+C2+1
3
1+Q+3+2+1
3
i+C2+2+C2+1
3
1+Q+2+2+1
3
33-Vr
ea•
7r
M'
i+2+i+2+t
3
1.2.1.2H
3
1+C2H+C2+1
3
1+C2+1+C2+1
3
t.C2.1+0+1
3
1+2+1+C2+7
3
1+2+1+2+1
3
i+2+1+2+1
3
1+C2414C2+1
3
1+C2+2.2+1
3
t.C2+1.2+1
3
t+Q.1+Q+1
3
R
1083+9'
for
71r
1+C3+2+C3.1
3
I+ 2+2+C2+i
s
1+Q.1.CN1
s
i+C3«3«2+1
3
1+C2+2+CZ+1
3
1+C2+i.Q+1
3
1+G3+1+C31
3
1+2+Z+C2+1
3
1+C2+1+Q+1
3
1+C3+3.C3+1 1
3
t•Q.2+Q.1
s 1
t+C2.2M2+1
3
63-1/8'
BT
7'r
ar
W
t+C2+1+C2+1
3
14C2+1+C2+1
3
1+C2+1+C241
3
1.C2+tK2+1
3
14Cb1.C241
3
1+CZ+1+C2+1
3
1.C2+1+Q.1
3
1+2+14Q+1
3
1+2+1+241
3
1+2+2 Cs+1
3
1+2+1K2+1
3
1+2+142+1
3
1+C3+2+C3N
3
1+C2+2+Q+1
3
t+Q.7+C2.1
3
mew
for
1+GNS+Cd+1
3
t+2.2+C2+1
3
1+C2+1+2+1
3
1+C3W+C3.t
3
HC2+2+2rt
3
i+f2.1+Q+1
3
111•
1+C3.a.c3+/
3
i+C t 2+2+t
3
1+2.3«Q+1 1
3
TABLE 13.
Anchor alaetltles, XOX, 19 .112 - iN
wMh Glace Types D, E. F, J, K A. L
Qena
HdW
Amty Cio+gA
Aml,e amp
AchmGaepC
lined & SIa
imt,
Head & Sa
Ja+B
Haa1 & SS
J-6
+1
1+C2-1
1+ + «
1+C2+1+CZ+1
2
1+C2.1.2+1
2
7.C2+142+1
2
E
/+242+2+
1+C2+l+C2+1
2
t+C2+1.CZ+1
2
1.2+2+C2.
2
1+C2+1+C2+1
2
1+Ci.iKY+1
2
+C2.2+Q+1
2
1+CZ+2+ 2+1
2
/+CtN+C2+1
2
+Q+2+ 2+12
1+C2+2+C2+1
2
1+C2.1K2M2
i+C2+2.C2+1
2
1+C2+2+C2.1
2
1+2.1.C2N
2
7+2+2+2+1
2
1+CW+2+/
2
i+2+ +M+i
2
S3•tAY
sw
+C2.t+2+1
2
1
2
t
2
1+2.1+C2+1
1.2+1
2
7r
2
HC2+1+2+1
2
1+2+f +1
2
1.2+ .2N
2
+GZ+1+12+
1
W
106"
toe•
11Y
91+12+3+C2-1
1+242+C2+1
t 1+12+T
2
2
1+2+2+2+1
2
1+2+2H2H
2
2
1+2+2+2.1
2
1+C2+2+Q+1
2
2
i.1242+2+1
2
1+2+21QH
2
S1tw
or
1+2+1+2+1
2
1+Q+1+C2+1
2
1.2N+C2H
2
t+C2+1.2+1
2
1-2H+2+1
2
1+2+1+C2+1
2
K
i+C2+2.C2+1
2
1+2+1+2+1
2
I+ 2+1+2+1
2
1+C2+2+Q2+1
2
1+22.1+22+1
2
1.C2«I+CC2241
2
j1r
Br
,r,_
10a'
ttt'
1++2+C2+1
2
1+42+.1
2
1+2+1+.1
2
+3++1
1+22
2
1++2+2+1
2
2
C2
1+.2+C2«i
2
1+22 «3++1
2
1+C2+2+CZ+t
2
1+2+2+2+1
2
1+243+C2+1
2
1+2+2+2+1
2
1+2+2+C2+1
2
Miff
Sr
4,•
1+C2+7+Q+1
3
i+ 2+1+C2+1
3
t+C2*i+2+1
3
I- 2+1+2+1
3
1+C20+CN1
3
t+C2.i+C2.1
a
7r
dr
1+C2+2.Mi
3
1.2+142+1
3
1+2+1+2+1
3
t+C2+2+2+1
3
H2+1+CZ+1
3
1+2+t+2+1
3-
or
1o63B•
"r
11r
t+r2+3,C241
3
1+C2+2+CZ+1
3
7+2N.Q+i
3
1+C2+3+Cb1
3
1+(2+2+Q+1
3
1+2+2+C2+1
3
1+C"C2+1
3
1+2+2+C2+1
3
1+2+2+2+1
3
1+C2+3+2+1
3
1+2+2+2+1
3
1.2+242+1
3
miw
er
Tr
e4•
1+C2+1+C2.1
a
1+241+0.1
3
I+MO+Q+1
3
1+C2+1+Q+1
3
1+2+1+C2+1
3
1+Q+i+2+t
3
1+C2r2W2+1
3
tM2+1+2+1
3
1•Q+t+2+i
3
1*2+2+2+1
3
HC2+1+2+1
3
1.2N+C2+1
3
Wsa'1r
10ew
106•
111•
1+2+2+2+1
3
H2+2+2+1
3
1+2+1+QH
3
1+C3+3+C3,1
3
H2+2+C2+1
3
/+2+2+C2+1
3
l+C1+3,0+1
3
1+C2+2+2+1
3
1+2+2+2+1
3
1+C3+3+C3+1
3
142.2+C3+1
3
1+Q-2+2+1
3
&3-1Ir
ar
7r
eC
er
_
1+2+t+2+1
3
HQ41.c2+1
3
1+2+1-2+1
3
1.C2.1+C2+1
3
2
1++1+C2+1
3
1++1+2+t
Q
3
1.C2.2+C2.1
3
1+Q41+C2+1
3
/+C2+1+2N
3
14Ca+2+2+1
3
14C2+1+Q41
3
1+C7+1++1
2
3
1+C3+3.2.1
3
I+ 2+2++1
2
a
1+2+1+C2+1
3
1o631C
tOr
111•
I+/J+3,C3+1
3
/+C2+2+2+1
3
1+C1.2.2N
3
i+Ca+3+C3+i
3
1+2+2+Q4/
3
1+Q+2+Q+i
3
1+C3+3+CM7
3
1+2+2,72+1
3
1.2.2+2+/
3
63481
W
u
K
6V
1+C2.1.Cbl
3
1.2+1+2+1
3
iK2+1.2+1
3
1+2+1+2+1
3
1+2+1+2+1
3
1+C2.1+2.1
3
1+CZ+2+2+i
3
7+C2+1+C2+1
3
1+C2.1+12+t
3
1+C3+2K3+1
3
1+241.241
3
1+C2+1+Q+1
3
W
1t183lr
for
111•
i+Ca+f-531
7
t+2+2.24t
3
i+2+1+2.1
3
1+2+3.C341
3 1
1+C2.2+C2+1
3
1+C2+2+QH
3
1-0+3+0+1
3
1+2+2+CZ+1
3
1.C2+2+CZ+1
3
1.M+3.041
3
t+CZ+2.C2+1
3
1+2+2*2.1
3
S ll.
fi0'
or
1+C2.1+C2+1
a
1+C2+142+1
3
1+C2+1+C2+1
3
1+Cb+t.C841
3
1+Q+1+C2+1
3
1+2.1+C2+1
3
74'
a4•
Sr
14C3+2+C3+l
3
1+C2+1+2+1
3
1+2.1+2+1
3
1.C3+24C3+1
3
i+2N+C2N
3
i++Q+1
2N
3
1.C3+3+C3+1
3
1+2+22+1
3
1.20+2+1
3
106313'
for
0C13.C3+1
3
1+C2+212*t
a
i+2+2.2+t
3
1+0+3+0.1
3
1+Q«2+2+1
3
1+2+2+2H
3
11/'
t+C3+a+C3+1 1
3 1
/+Q+2+2+1 1
2
i.C2.2+2.7
i
TABLE KEY:
X Q X
1+C2+2+C2+1 F3 ANCHOR QUANTITY PER JAMB
HEAD AND SILL ANCHOR QUANTITIES
A CLUSTER OF (2) ANCHORS CENTERED
ON EACH MEETING RAIL PLUS (1)
ANCHOR AT EACH OPERABLE VENT
PLUS (2) ANCHORS AT FIXED SECTION.
(8) ANCHORS TOTAL AT HEAD AND SILL
(4- MIN. O.C. ANCHOR SPACING)
25 3/4" MAX.
- .-{ [---4 - MIN., 10•V2" MAX
9' T- T
MAX x D X
_ _
MTG. RAIL, TYP.
EXAMPLE CLUSTER W/ QTY.
OF (2) ANCHORS
(SHOWN IN TABLE KEY ABOVE)
NOTES
1) WINDOW DP / ANCHOR QUANTITIES ARE BASED ON THE
FOLLOWING DIMENSIONS:
HEAD & SILL: 101/2" MAX ON EACH SIDE OF
MEETING RAIL CENTERLINE.
25 314" MAX. FROM CORNERS.
JAMBS: 9• MAX. FROM CORNERS AND 2211r
MAX O.C.
2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER
WINDOW IN TABLE.
3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN
WINDOWS, SUBTRACT 1- FROM TABLE SIZE DIMENSIONS.
4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS
TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP.
BOTH THE DP AND ANCHOR QUANTITY REMAIN
UNCHANGED.
5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2.
PRODUCT REVISED
as complying with the Florida
Building Cade
Now -Ho. 17-0411.06
Expiration Date 12/21/2021
By
011am1-0U0 roduct Con
324/17: UPDATED TABLE S
ELEVATION.
tC
=
O
0
o
0 Ch ui
tq
N
Z LL
m i
W
Y
Ld o a
5
Fz� !E
U
40
w
Ol1O
OWE
g
o
W
0
�
LL
0
2
O
X
Z
N
2S
of
�a
O
=
O
ii
Q
i
,ai
welo
No. 58705
0� •.. MTE
"71,'70NAL Iet\\
A. LYIW YI1tER. P.E.
P.E.e B&7a6
&I
-- wrightsoft Duct System Summary
Entire House
Job:
Date:
By: pdunc
Mol
Project Information
For: PROPERTY OWNER
126 NE 107th Street, Miami, FL
External static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
0.50 in H2O
0 in H2O
0.50 in H2O
0.25 / 0.25 in H2O
0 in/100ft
973 cfm
Cooling
0.50 in H2O
0 in H2O
0.50 in H2O
0.25 / 0.25�n FVQ
0 immooft
973 •Cn • •
.••-
Name
Design
(Btuh)
Htg
(cfm)
Clg
(cfm)
Design
FR
Diam
(in)
H x W
(in)
Duct
Matl
Actual,
En (4) :
Ftg.Egv
4n (ft)•
Trunk
Bed 2
h 2116
98
85
0
0
Ox 0
VIFx
•
• ..
000.
• • •
Bed 3
h 2116
98
85
0
0
Ox 0
VIFx
0
•
*..0.
•
Living/Dining
C 3696
132
148
0
0
Ox 0
VIFx
0
0
Office
c 3695
132
148
0
0
Ox 0
VIFx
0
0
Bath 2
c 3695
132
148
0
0
Ox 0
VIFx
0
0
Mstr Bea
c 2199
83
88
0
0
Ox 0
VIFx
0
0
Mstr Bed Bath
h 2748
150
110
0
0
Ox 0
VIFx
0
0
Mstr Bed -A
c 2199
83
88
0
0
Ox 0
VIFx
0
0
Foyer
c 1024
29
41
0
0
Ox 0
VIFx
0
0
Kitchen
h 750
36
30
0
0
Ox 0
VIFx
0
0
it
Return Branch Detail Table
Name
Grill
Size (in)
Htg
(cfm)
Clg
(cfm)
TEL
(ft)
Design
FR
Veloc
(fpm)
Diam
(in)
H x W
(in)
Stud/Joist
Opening (in)
Duct
Matl
Trunk
rb1
Ox0
973
973
0
0
0
0
Ox 0
VIFx
wright5oft' Right -Suite® Universal2012 12.1.07 RSU13586
...Documents\Wrightsoft HVAC Cale = MJ8 Front Door faces: S
�`tItItlii Ill.,. I
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Z N .�-
aw; :LU
0.3
* ' Fi 5:29:2Z
r
., e; SS,oNP; ���
Project Summary Date:
Ee
+- wrightsoft
Entire House
By: pdunc
Notes:
Project Informati
For: PROPERTY OWNER
126 NE 107th Street
MIAMI, FL 33161
Design Information
Weather: MIAMI, FL, US
Winter Design Conditions
Outside db
51
OF
Inside db
70
OF
Design TD
19
OF
Heating Summary
Structure
17451
Btuh
Ducts
77
Btuh
Central vent (0 cfm)
0
Btuh
Humidification
0
Btuh
Piping
0
Btuh
Equipment load
17528
Btuh
Infiltration
Summer Design 9Onditions
Outside db
• "". ° • :....
•
Inside db
"• • 76� EFL" .....
Design TD
•••••• 16..F O.•
Daily range
• • .. L . 0
Relative humidity
"" : •
....., 50 /U o
Moisture difference
•
63 gr/lb 0
:...:. ;0000:
Sensible Cooling Equip wnt Load Sizin••
•
Structure
22491.13$lh
Ducts
1786 Btuh
Central vent (0 cfm)
0 Btuh
Blower
0 Btuh
Use manufacturer's data n
Rate/swing multiplier 0.96
Equipment sensible load 23243 Btuh
Method
Simplified
Latent Cooling Equipment Load Sizing
Construction quality
Loose
Fireplaces
0
Structure
4025
Btuh
Ducts
578
Btuh
Heating Cooling
Central vent (0 cfm)
0
Btuh
Area (ft')
1287 1287
Equipment latent load
4603
Btuh
Volume (ft')
11583 11583
Air changes/hour
0.94 0.49
Equipment total load
27847
Btuh
Equiv. AVF (cfm)
181 95
Req. total capacity at 0.70 SHR
3.0
ton
Heating Equipment
Summary
Cooling Equipment Summary
Make
Make Rheem
Trade
Trade RHEEM 14AJM SERIES
Model
Cond 14AJM36
AHRI ref
Coil RHLL-HM3821+RCSL-H'3821
AHRI ref 200596032
Efficiency
100 EFF
Efficiency 13.0 EER, 16
SEER
Heating input
5.1 kW
Sensible cooling
28140
Btuh
Heating output
17531 Btuh
Latent cooling
8760
Btuh
Temperature rise
16 OF
Total cooling
36800
Btuh
Actual air flow
973 cfm
Actual air flow
973
cfm
Air flow factor
0.056 cfm/Btuh
Air flow factor
0.040
cfm/Btuh
Static pressure
0.50 in H2O
Static pressure
0.50
in H2O
Space thermostat
Load sensible heat ratio
0.84
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
htSOfi'
2018-Apr-1315:Page
wri g
Right-Suite®Universal 2012 12.1.07 RSU13586
Page 1
...Documents\Wrightsoft HVAC\ured.rup Calc = MJ8 Front Door faces: S
-- wrightsoft AED Assessment
Entire House
Project Information
For: PROPERTY OWNER
126 NE 107th Street, Miami, FL
Job:
Date:
By: pdunc
Design
• • •
Location:
Indoor:
Heating
Cooling
Miami, FL, US
Indoor temperature (°F)
70
75
Elevation: 10 ft
Design TD (°F)
19
16
Latitude: 26'N
Relative humidity (%)
50
• •..
50
Outdoor:
Heating
Cooling
Moisture difference (gr/lb)
; • 40.3
�....'
62.6 0.0 • • •
Dry bulb (°F)
51
91
Infiltration:
• • :
: • • •
.'
Dailyrange (°F)
-
11 ( L
)
•••:••
•00:
0 0 0 0 •
Wet bulb (°F)
-
78
••••••
Wind speed (mph)
15.0
7.5
. •
••••••
•••••*
••••
•
.
....•
Test
for •-•
••
'
.•
......
�y Gan rig Load..
' '
• •
...
....:.
• .• .
.
•
•
Hur of Day
e H3* op Amaw AED limit
Maximum hourly glazing load exceeds average by 14.2%.
House has adequate exposure diversity (AED), based on AED limit of 30%.
AED excursion: 0 Btuh
-F#1- wrlghtSOW g 2018-Apr-13 15:Pa: e
<`r.. Ri ht-Suita®Universa12012 12.1.07 RSU13586 Page 1
Documents\Wrightsoft HVAC Calc = MJ8 Front Door faces: S
-F wrightsoft• Right -A Worksheet
Entire House
Job:
Date:
By: pdunc
1
Room name
Entire House
Mstr Bed
2
Exposed wall
144.0 ft
27.0 ft
3
Room height
9.0 It
9.0 ft heat/cool
4
Room dimensions
12.0 x 15.0 ft
5
Room area
1287.0 ft'
180.0 f t'
Ty
Construction
U-value
Or
I
HTM
I
Area (ft')
I
Load
I
Area (ft')
I
Load
number
(Btuh/ft'-°F
(Btuhlft')
or perimeter (ft)
(Btuh)
or perimeter (ft)
(Btuh)
Heat
Cool
Gross
N/P/S
Heat I
Cool
Gross
N/PIS
Heat
Cool
6
V►r
13AB4)fcs
0.183
n
3.48
4.14
351
227
789
941
108
92
320
381
1Actom
1.270
n
24.13
35.92
16
0
386
575
16
0
386
575
L�-CG
1Aclomd
1.270
n
24.13
35.92
108
0
2606
3879
0
0
0
0
13A8-0fcs
0.183
a
3.48
4.14
297
273
949
1132
0
0
0
0
11
T-G
1Aclom
1.270
a
24.13
92.26
24
0
579
2214
0
0
0
0
13AB-0fcs
0.183
s
3.48
4.14
351
307
1067
1272
0
0
0
0
1A-clom
1.270
s
24.13
39.02
44
0
1062
1717
0
0
0
0
VII
13AB-0fcs
0.183
w
3.48
4.14
297
285
991
1181
135
123
428
510
L--G
1Aclom
1270
w
24.13
92.26
12
0
290
1107
12
0
• •29S
•
1107
C
16A-13ad
0.070
1.33
5.27
1287
1287
1712
6779
100
• 180
• 6 43.9
948
F
22A-com
1.180
22.42
0.00
1287
144
3228
0
Ito
• • 27
605
406 �
••
•••
•
•
••••
••
••
•••
•
•
•
too
••
•
•••••
•••
•
so
••
•••
•••
••
••
••
it
••
••
•
•
•
•
•
••
•• •
61
c) AED excursion
01
1
1
1 243
Envelope loss/gain
1 13660
20798
1
1 2268
3764
12
a) Infiltration
3791
1654
711
310
b) Room ventilation
0
0
0
0
13
Internal gains: Occupants @ 230
0
0
0
0
Appliances/other
0
0
Subtotal (lines 6 to 13)
17451
22451
2979
4074
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
Subtotal
17451
22451
2979
4074
15
Duct loads
0%
8%
77
1786
0%
8%
13
324
Total room load
I
17973I
24973I
(
1 2966
I 43981
Air required (cfm)
I
!!!
I
l
177
Calculations aaoroved by ACCA to meet all requirements of Manual J 8th Ed.
Wrrig~ o ' Right-Suite®Universal201212.1.07RSU13586 2018Apr-1315:Page
Pa e 1
...Documents\Wrightsoft HVAC Calc = MJ8 Front Door faces: S
+ wrightsoft' Right -A) Worksheet Job:
Enure House Date:
By: pdunc
1
Room name
Living/Dining
Mstr Bed Bath
2
Exposed wall
46.0 ft
30.0 It
3
Room height
9.0 It heat/cool
9.0 ft heattcool
4
Room dimensions
27.0 x 19.0 It
12.0 x 18.0 It
5
Room area
513.0 ft'
216.0 ft'
Ty
Construction
U-value
Or
I
HTM
I
Area (ft')
I
Load
I
Area (ft')
I
Load
number
(Btuh/ft'-"F
(Btuh/ft')
or perimeter (ft)
(Btuh)
or perimeter (ft)
(Btuh)
Heat
Cool
Gross
N/P/S
Heal
Cool
Gross
N/P/S
Heat
Cool
6
Vy
13AB-Ofcs
0.183
n
3.48
4.14
243
135
469
560
0
0
0
0
1Ac1om
1.270
n
24.13
35.92
0
0
0
0
0
0
0
0
L)---(`
G
1Ac1omd
1.270
n
24.13
35.92
108
0
2606
3879
0
0
0
0
Vy
13AB-Ofcs
0.183
a
3.48
4.14
171
147
511
609
0
0
0
0
11
L i
1Aclom
1.270
a
24.13
92.26
24
0
579
2214
0
0
0
0
V�
13AB-Ofcs
OA83
s
3.48
4.14
0
0
0
0
108
108
376
448
L---G
1Aclom
1.270
s
24.13
39.02
0
0
0
0
0
0
0
0
V)I
13AB-Ofcs
0.183
w
3.48
4.14
0
0
0
0
162
162
563
671
G
1Aclom
1.270
w
24.13
92.26
0
0
0
0
0
0
••• o
0
C
16A-13ad
0.070
1.33
5.27
513
513
682
2702
216
• 216
• • •2*8l
1138
F
22Acom
1.180
22.42
0.00
513
46
1031
0
A
• 30
673
•d
•
•••
••••••
•
••••
••
•••
•••
••
•
•
•
•
•
••
61
c) AED excursion
1 -225
-56
Envelope loss/gain
5879
9739
1899
2201
12
a) Infiltration
1211
528
790
345
b) Room ventilation
0
0
0
0
13
Internal gains: Occupants @ 230
0
0
0
0
Appliances/other
0
0
Subtotal (lines 6 to 13)
7090
10268
2689
2546
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
Subtotal
7090
10268
2689
2546
15
Duct loads
0%
8%
31
817
0%
8%
12
202
Total room load
7122
11084
I
2700
I
2748
Air required (cfm)
I
1
I 395�
445I
150I
110
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrightsoft' R' ht-Suite® Universal 2012 12.1.07 RSU13586 2018-Apr-1315:20:23
ig Page 2
Documents\Wrightsoft HVAC Calc = MJ8 Front Door faces: S
-F#!- wrightsoft Right-J® Worksheet Job:
Entire House Date:
By: pdunc
1
Room name
kitchen
Bed 2
2
Exposed wall
7.0 It
30.0 It
3
Room height
9.0 It heat/cool
9.0 It heattcool
4
Room dimensions
10.0 x 7.0 It
23.0 x 7.0 It
5
Room area
70.0 It'
161.0 f t'
Ty
Construction
U-value
Or
i
HTM
I
Area (ft')
I
Load
I
Area (ft')
I
Load
number
(Btuh/ft'-°F
(Btuh/ft')
or perimeter (ft)
(Btuh)
or perimeter (ft)
(Btuh)
Heat
Cool
Gross
N/P/S
Heat
Cool
Gross
N/P/S
Heat
Cool
6
VII
13AB-0fcs
0.183
n
3.48
4.14
0
0
0
0
0
0
0
0
1Aclom
I
1.270
n
24.13
35.92
0
0
0
0
0
0
0
0
L�-
1Actomd
1.270
n
24.13
35.92
0
0
0
0
0
0
0
0
Vy
13AB-Ofcs
0.183
a
3.48
4.14
63
63
219
261
63
63
219
261
11
�G
1Aclom
1.270
a
24.13
92.26
0
0
0
0
0
0
0
0
V�/
13AB-Ofcs
0.183
s
3.48
4.14
0
0
0
0
207
163
567
676
1-�
1Aclom
1.270
s
24.13
39.02
0
0
0
0
44
0
1062
1717
Val
13AB-Ofcs
0.183
w
3.48
4.14
0
0
0
0
0
0
0
0
I-C
to-clom
1.270
w
24.13
92.26
0
0
0
0
0
0
••• e
0
C
16A-13ad
0.070
1.33
5.27
70
70
93
369
14i1
• 161
• • • ;1
848
F
22Acom
1.180
22.42
0.00
70
7
157
0
'1%••
30
67
•e
•••
••
•••
•
•
••
•••
•
•
•
••
• •
••
•
•
•
oleo
:O000q
••
•••
•••
of
••
of
•
of
••
•••
•
•
•
• •
••
•
• •of
•
•
••
of •
61
c) AED excursion
-15
74
Envelope loss/gain
4691
6151
1
1 2734
3576
12
a) Infiltration
184
80
790
345
b) Room ventilation
0
0
0
0
13
Internal gains: Occupants @ 230
0
0
0
0
Applianoes/other
0
0
Subtotal (lines 6 to 13)
653
695
3524
3921
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
Subtotal
653
695
3524
3921
15
Duct loads
0%
8%
3
55
0%
8%
16
312
Total room bad
6561
730I
I
I 35401
42321
Air required (cfm)170
I
I
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrightsoft° Right -Suite® Universal 2018-Apr-1315:20:3
g Page 3
...Documents\Wdghtsoft HVAC Calc = MA Front Door faces: S
+ wrightsoft• Right -A) Worksheet
Entire House
Job:
Date:
By: pdunc
1
Room name
Bed 3
2
Exposed wall
10.Oft
3
Room height
9.0 It heat/cool
4
Room dimensions
1.0 x 147.0 ft
5
Room area
147.0 ft'
T Y
Construction
U-value
Or
HTM
I
Area ft2
I
Load
(
Area
I
Load
number
(Btuh/ft'-'F
(Btuh/ft')
or perimeter (ft)
(Btuh)
or perimeter
Heat
Cool
Gross
N/P/S
Heat
Cool
Gross
N/P/S
Heat
Cool
6
13AB-0fcs
0.183
n
3.48
4.14
0
0
0
0
1Aclom
1.270
n
24.13
35.92
0
0
0
0
1Aclomd
1.270
n
24.13
35.92
0
0
0
0
Vy
13AB-Ofcs
0.183
a
3.48
4.14
0
0
0
0
11
L--G
1Aclom
1.270
a
24.13
92.26
0
0
0
0
fly
13AB-0fcs
0.183
s
3.48
4.14
36
36
125
149
1Aclom
1.270
s
24.13
39.02
0
0
0
0
—G
Vy
13AB-0fcs
0.183
w
3.48
4.14
0
0
0
0
1Aclom
1.270
w
24.13
92.26
0
0
0
0
0000
— -G
C
16A-13ad
0.070
1.33
5.27
147
147
196
774
0
0
•
F
22Acom
1.180
-
22.42
0.00
147
4
90
0
•
• •
•
•
••
•
••
••
•••
•••
••
•
• •
•
•
od
61
c) AED excursion
-21
Envelope losstgain
410
903
12
a) Infiltration
105
46
b) Room ventilation
0
0
13
Internal gains: Occupants Q 230
0
0
Appliances/other
0
Subtotal (lines 6 to 13)
516
949
Less external load
0
0
Less transfer
0
0
Redistribution
0
0
14
Subtotal
516
949
15
Duct loads
0%
8%
2
75
Total room load
5181
10241
Air required (cfm)
I
I
I 29
41
(
4
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrightsoft' Right -Suite® Universal 2012 12.1.07 RSU1 3586 2018-Apr-1315:Pa.e4
...Documents\Wrightsoft HVAC Calc = MJ8 Front Door faces: S 9
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
Zip
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 boved and a reinspection fee will be charged.
Sign
OWNER or
The foregoing instrun-Nnt was acknowledged before me this
2� day of ��)C— 20 �� by
3LCT+1Ee— <4PwTio"is personally known to
me or who has produced u�XN as
identification and who did take an oath.
NOTARY PUghIC:
Sign:
Print: S(tyQ �Uilpif.E�,
Seal: ++tV,V,,; • , ,r .. , • - .
Mgr vue Notary Public State of Florida
Sindia Alvarez
o` My Commission FF 156750
o° Expires 09/034018
APPROVED BY
COURACOR
The foregoing instrument w�owledged before me this
1
day of a VCR 2 by
rWor who has produced as
identification and who did take an oath.
NOTAR UBLIC:
Sign:
Print: MAHARAI K. GONZALEZ
Seal: EXPIRES: November 2, 2020
�a:
%Foy?!oP'• Bonded Thru Notary Public Underwriters
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Structural Review
Zoning
Clerk
(Revised02/24/2014)