HomeMy WebLinkAboutRevisions OFFICE USE ONLY:
DATE FILED: J / PERMIT# �2�rZ�. ^ 0019
REVISION FEE: r'1 RECEIPT#
PLANNING&DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
T P C L 49 .5652
z� 5
A I ER I , ISIONS
I
LOCATION/SITE .
ADDRESS:
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
Toss Z E-l e v ck.476'A Sub m( f"t-rl(S
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: C(66, (50SZ5 q ST.LUCIE CO CERT. #:
BUSINESS NAME: LInn5 1-OOAC5 �,G Z-"4 a I Cep�•
QUALIFIERS NAME: r f
ADDRESS: Iq1 5W Ag h,�A Jive.
CITY: pL q-T/4-r j-( f..uc(e STATE: r 1, ZIP: j"Ll 3
PHONE(DAYTIME): FAX:
OWNER/BUILDER pINFORMATION:
NAME: C C� (—4W5
ADDRESS: 140 3W A-gr- ,e„ /A%)e
CITY: Phgrc STATE: ZIP: .(-,3
PHONE(DAYTIME: g Z f t`
ARCHITECT/ENGINEER INFO
NAME: a).—fro e e l0)v ru
ADDRESS:
CITY: MAW-:
. A . IP:
PHONE(DAYTIME): S(o I ?(d-`I�l Lot FAX:
File Copy
SLCCC. 9123109
Revised 06130117 0® OTC'
File Copy
MUM MOISTURE - DENSITY
Engineers RELATIONSHIP REPORT
of Flonda 1nr-I Establtsheo 1967
Your Projed Is Our Commitment
PROJECTNO. PSL-1361
TO CLIENT Harris Homes & General Contra
Harris Homes & General Contrac C.C. RECEIVED
1409 SW Aachen Avenue
Port St. Lucie, Florida
34953 AUG 0 7 2019
ST. Lucie County, Permitting
ATTN: Greg Harris
PROJECT Kothakota Residence 5116 Water Song Way
Fort Pierce, FL
CONTRACTOR
IROCTORNO. 1 DATE TESTED Sep 01, 2017 DATERECEIVEDAug 30,2017 DATESAMPLEDAug 30,2017
INSITU MOISTURE N/A % COMPACTION STANDARD Modified Proctor,
SAMPLED BY R. Ward ASTM D1557
TESTED BY A. Bosch COMPACTION PROCEDURE C: 6" Mold,
SUPPLIER On—site Material Passing 3/411
SOURCE On—site Material RAMMERTYPE Automatic
MATERIAL IDENTIFICATION PREPARATION Moist
MAJOR COMPONENT Brown Sand OVERSIZE CORRECTION METHOD None
SIZE D-1557 RETAINED 3/4"SCREEN %
DESCRIPTION Trace Rock Frags OVERSIZE SPECIFIC GRAVITY
ROCK TYPE TOTAL NUMBER OF TRIALS 4
115.0 TRIAL WET DRY MOISTURE
NUMBER DENSITY DENSITY CONTENT
(Ib/ft3) (lb/ft3) (%)
112.5 1 117 .7 108 .2 8 . 8
2 121. 3 110.2 10 . 1
l i 0.0 A
A
�-• 3 - 123. 0 110. 6 11. 3
Z 107.5 4 123.2 109. 6 12 . 4
105.0
1Q2.5 MAXIMUM OPTIMUM
DRY MOISTURE
DENSITY CONTENT
T I I I I I I I I 1 11 111 ) 111 ] 1111 IIJ
7 $ 9 10 11 12 CALCULATED .L 07=5 1�. • �.
MOISTURE CONTENT OVERSIZE coRRcTD..
[ ,,
COMMENTS _ •i:.
PER.. ' %% /.�,^'i
�.
fach2k-1.E; 10784------ - -
Reporting of these test results constitutes a testing service only.Engineering interpretation or evaluation of test r sults s=p�ov06d only on written request.
IL
NO EXCEPT"TAIEN ❑M �t11
N04 ;OftRn
OMEIECTED p REVISE AIiD
'SUBMIT 81PECI xa- RE3UBMIF
. 1?EM
MfAM�I-DADE
Checking is only for general conformance wit' MIAMI—DARE COUNTY
It .design concept of the project and genera PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY Aly�fol p in the 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATIOr@r11I Nments. Any,action s n is sut:' T(786)315 2590 F(786)315-2599
xe cements of the plans and
NOTICE OF ACCEPTAN f ito i� ontracto:is responsible for www.miamidade.eov/economy
to ifirmed-and
CGI WINDOWS AND.DOORS, �atthejob site,fabrication processes an
10100 NW 25 Street rechnigLies. construction;coordination o,hi,
Miami FL 33172 iw"Yk with that of all other trades and the satin
., ' factory performance of his Work.
SCOPE: Ten Architecture,Inc
This,NOA is being issued under the applicabl rules a re I tions governing the use of construction
materials. The documentation subinlded has b by Miami-Dade County RER-
Product Control Section to be used,iR Mi '-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(In 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 "Sentinel 150"Aluminum Sliding Glass Door wl wo Reinforcements-L.MJ.
APPROVAL DOCUMENT:Drawing No.W10-31 Rev L,titled Series"Sentinel 150 Alum Sliding Glass
Door", sheets 1 through 28 of 28, prepared by Al-Farooq Corporation, dated 05/20/10 and last revised on
01111116, signed and sealed by Javad Ahmad, 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.
Limitations:
1. Pocket wall is not part of this approval and to be reviewed by AHJ.
2. See Design Pressure(DP)table:Sizes Vs glass types,Interlock reinforcing and the max.allowable
panels with in the unit frame area,in sheet 13. See anchor clusters DP capacity in sheet 15.Lower
capacity shall controls for the entire assembly.
3. Max shim not to exceed'/2"at Head/jambs&Y?at Sill(w/High strength poured&hardened grout).The
Sill to be installed w/anchor type B-2,directly into cone.
4. Design Pressure(DP)limited to+/-60 psf when utilizing 10 and 135 degree congers.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
series and following statement: "Miami-Dade County Product Control Approved",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 N,
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade lorida, and
followed by the expiration date may be displayed in advertising literature. If any portion O is
NOA.N 0 6
MlAtV14Dvymn rvrr Expiration Date: Septemb
�1�►,►V Approval Date: April2$,2016
Page 1
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MIAMI•DADE MIAMI-DADS 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.¢ov/economX
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 revises NOA No. 14-0627.15 and consists of page 1, this page 2 and evidence pages E-1, E 2,
and E-3,as well as approval document mentioned above.
The submitted documentation was reviewed by Jorge M.Plasencia,P.E.
r
CM1AMWVADEC=0U NOA No.15-0619.06
Expiration Date: September 22,2020
Approval Date: April 28,2616
Page 2
CGI WINDOWS AND DOORS,INC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. W10 31 Rev L, titled Series "Sentinel 150 Alum Sliding Glass Door",
sheets 1 through 28 of 28, prepared by Al-Farooq Corporation, dated 05/20/10 and
last revised on 01/11/16,signed and sealed by Javad Ahmad,P.E.
B. TESTS
1. 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) Small Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203 94
6) Forced Entry Test,per FBC,TAS 202-94
along with marked up drawings and installation diagram of 8-panel, Alum. SGD w/
Pockets & 135' and 90° corners,prepared by Architectural Testing, Inc., Test Report
No. D8502.01-450-18, dated.12/07/15 respectively, both signed and sealed by Joseph
A. Reed,P.E.
2. 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 series 7500FW Vinyl
Flange Frame Impact Fixed Window,to qualify DuPont"Butacite"PVB interlayer,
Duraseal®and Super Spacer insulating glass spacer,prepared by Certified Testing
Laboratories,Test Report No. CTLA-3056 WA dated 03/03/15,signed and sealed by
Ramesh Patel,P. E.
3. 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 series 7400PO Vinyl
Impact Flange Frame Project Out Windows,to qualify DuPont"Butacite"PVB
interlayer,Duraseal®and Super Spacer®insulating glass spacer,prepared by
Certified Testing Laboratories,Test Report No. CTLA-3056 WB dated 03/03/15,
signed and sealed by Ramesh Patel,P.E.
4. 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 series 238 Aluminum
Fixed Flange Frame Window with Vent to qualify DuPont`Butacite"PVB interlayer,
Jorge M.Plasencia,P.E.
P oduet Control Unit Supervisor
NOA No.15-06I9.06
Expiration Date: September 22,2020
Approval Date: April 28,2016
E-1
I -
CGI WINDOWS AND DOORS,INC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS(continued)
Duraseal®and Super Spacer®insulating glass spacer,prepared by Certified Testing
Laboratories,Test Report No. CTLA-3056 WC dated 04/16/15,signed and sealed by
• Ramesh Patel,P.E.,with addendum letter dated 03/09/16 signed and sealed by
Ramesh Patel,P.E.
5. 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 6-panels Alum SGD w/
Pockets&OXXX,prepared by Certified Testing Laboratories,Test Report No.
CTLA-3011-W&-W 1,dated May 22 &23,2014 respectively,both signed and
sealed by Ramesh Patel,P.E.
(Note: These test reports have been revised by an addendum letter dated 09/24/14,
issued by Certified Testing lab.)
(Submitted under previous NOA#14 0627.15)
6. 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 Alum SGD,prepared by
Hurricane test Laboratory,LLC,Test Report No.HTL-0080-1208-090,dated July
30,2010, signed and sealed by Vinu J.Abraham,P. E. (submitted under files#12-
0119.04/11-1031.05)
along with marked—up drawings and installation diagram of Alum. SGD(OX-)
prepared by Architectural Testing, Inc.,Test Report No.ATI C0733.03-450-18,
dated 08/09/12, signed and sealed by Vinu J.Abraham,P.E.
(Submitted under previous NOA#131121.081#12-0821.16)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, conformance to, complying
with FBC 2010 and with FBC 5ch Edition (2014), prepared by Al Farooq
Corporation,dated 02/24/16, signed and sealed by Javad Ahmad,P.E. .
2. Glazing c6mplies with ASTM E1300-09.
Jorge M.Plasencia,P.E.
roduct Control Unit Supervisor
NOA No.15-0619.06
Expiration Date: September 22,2020
Approval Date: April 28,2016
E-2
CGI WINDOWS AND DOORS,INC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
I - D. QUALITY ASSURANCE
1. Miami—Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their
"Sentry Gins@(Clear and White) Glass Interlayers"dated 06/25/15, expiring on
07/04/18.
2. Notice of Acceptance No. 14-0423.15 issued Eastman Chemical Company(MA)for
their"Saflex CP-Saflex and Saflex HP Composites Interlayer w/PET core"dated
06/19/14,expiring on 12/11/18.
3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical Company (MA)
"Saflex Clear and colored glass interlayer",dated 03/17/16 expiring on 05/21/21.
4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their
"Butacite®PVB Glass Interlayer"dated 04/25/15, expiring 12/11/16.
F. STATEMENTS
1. Statement letter of conformance to, complying with FBC 5'h Edition (2014), and of
no financial interest,dated 02/24/16, signed and sealed by Javad Abmad,P.E.
2. Laboratory compliance statement,part of above referenced test reports.
G. OTHERS
1. Notice of Acceptance No. 14-0627.15, issued to CGI-Windows and Doors, Inc. for
their Series "Sentinel 150" Aluminum Sliding Glass Door w/ wo Reinforcements —
L.M.I., approved on 03/05/15 and expiring on 09/22/20. -
2. Test proposal for the qualification of Butacite® PVB glass interlayer by Kuraray
America, Inc., as well as Duraseal® and Super Spacer® Standard warm-edge
flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product
Control Section,signed by Jaime Gascon,P.E., Supervisor,Product Control Section.
i 3. Test proposal# 14-0198,approved on 02/26/2014,signed by Ishaq I. Chanda,P.E.
4. Test proposals # 13-1098, approved on Oct 02, 2013 and revised on FEB 24, 2014,
signed by Manuel Perez, P.E.,test proposal# I1-1225 dated DEC 16,2011 signed by
Jaime D. Gascon, P.E. Test proposal # 09-1073, approved on Nov. 05, 2009 and E-
mail test proposal dated 07-19-2010, approved by BCCO.
(Submitted under previous NOA#14-062715)
Jorge M.Plasencia,P.E.
Product Control Unit Supervisor
NOA No.15-0619.06
Expiration Date: September 22,2020
Approval Date: Apri128,2016
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THESE DOORS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. —�
SHUTTERS ARE NOT REQUIRED.
SERIES SENTINEL 150 ALUMINUM SLIDING GLASS DOOR L
DOORS ALLOWED FOR MAX, NUMBER OF PANELS AS LISTED ON
DESIGN LOAD CAPACITY CHART ON SHEET 13 OF 28, USING °
MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS.
APPLICABLE EGRESS REQUIREMENTS PER FOG TO BE REVIEWED
BY BUILDING OFFICIAL.
'ate b
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE LAMINATED GLASS ANDLAMINATED•INSULATING GLASS 01
REQUIREMENTS OF THE 2014 RIC EDITION)ZONE FLORID(RMZ)A BUILDING CODE INSTRUCTIONS: LARGE/SMALL MISSILE IMPACT
INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). USE CHARTS AS FOLLOWS.
18Y OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY
TO TRANSFER LOADS TO THE STRUCTURE. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED lit
��
ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ONO �
,ANCHORS ON WIND VELOCITY,BLDG.HEIGHT,WIND ZONE V AI•I
� PP�'•'CENe• ,�
EMBEDMENT 70 BASE MATERIAL SHALL BE BEYOND WALL DRESSING
USING APPLICABLE ASCE 7 STANDARD.NG OR STUCCO. � PRODUCT REVISED �` t1 Q•.•• �
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE ,STEP 2 DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 13 as comp)gIn with the Florida L $
FOR THE GLASS TYPE AND REINFORCING TO USE, Building Code
NOT PART OF THIS APPROVAL. NOA-No. 15-0649.06 N:70692 S
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. STEP 3 USING CHARTS ON SHEET 15 SELECT ANCHOR OPTION ^:
WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED expiration Data 09/22/2020 y k%io
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. IN STEP 1 ABOVE. y OF - drawing no.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS THAT �1EP THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 Nllom o;ro uct ontro � ' ?P••'(y J W10-31
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE SHALL APPLY 70 ENTIRE SYSTEM. ,SS/
REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. r T OhJAL lV sheet 1 oT 28
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7ESTED UNIT Building bode 1{T= i a
NOA-No. 15.0819.08 - Llt1 D.L.OpEN1A{G Bxp<rattoODate0912212020 g >eoP drowing no.
D.LO HEIGHT=DOOR FRAME HEIGHT- S 11/16° By �'' .• R RIOF. d. w�Q-- �
D.LO.WIDTH-MGM. PANEL WIDTH -- 6" _0 -duct tro ,r�OMAt..��� sheet 2 of 28
PANEL HEIGHT DOOR FRAME HEIGHT -1 3/16" rfill)
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THIS APPROVAL DUALITIES DOORS WITH APPROVED -_
CONFIGURATIONS SHOWN WITH 90'AND 135' CORNERS /R46 M
WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 tY o
ARE PRESENT.
FOR DOORS USING 90' k 135' CORNER STILES Z.
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NOT PART OF THIS NOA 135'CORNER DETAIL'P'ON SHEET 22
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OPTIONAL IN LIEU OF J •$ a o
PRODUCT REVISED °c
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NOA-No. 18.0679.06
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Expiration Date09/2212020 y N
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iAPPROVEb CQNFIORATIONc EIRgg 3
PO K T D DOOR (NON-REINFORCED SHOWN) NOTE: Miami- a e Product Control
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SEE SHEET 13 FOR Up AND REINFORCING OPTIONS
1, CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY.
LOUR (4) TRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13, a reOF N;'�� drawing no.
POCKETS ARE NOT PART OF THIS APPROVAL 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. s' oR10�'.• G`� W 10-31
AND TO BE RENEWED BY AHJ, 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FEIC.
IT 1111111/ sheet 12 of 2B
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/ DESIC14 LOAD CAPACITY-FBI'(OLASS) GLASS CAPACITY CHARTS 7�lu _
OLABS TYPES GLASS TYPES
NOV. OOOA NOIIBIR OF INTERLOCKS INTERLOCKS
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38-1/B to 60.0 60.0 80.0 80.0
42-1/6 80 t0 60.0 60.0 BOA Sao NOM.PANEL WIDTH ��Dyy1
45-1/8 to 60.0 00.0 s0.0 80.0 O tw•.
64-1/e 9 53.3 53.3 71.1 71.1 1i11rT
24-1/8' 10 601D 60.0 60.0 80.0 C C
30-1/8 10 60.0 60.0 80.0 80.0 NOM.PANEL WIDTH ";
36-1/e e4 10 60.0 60.0 60.0 80.0 L^K'
42-1/8 10 60.0 60.0 80A BOA
46-1/8 10 6a0 00.0 60.0 80.0 7(�
54-1/8 9 63A S3.3 71.1 71.1 Z DCCgqI:5.t
24-1/B 10 60.0 60.0 80.0 80.0
30-1/B 10 60.0 60.0 80.0 e0.0 Q c((
06-1/8 0o t0 Bd.O Salo 60.0 80.0 NOM.PANEL WIDTH
42-1/8 10 60.0 60.0 Sam Bola
48-1/8 0 60.0 60.0 60.0 80.0
24-1/8 10 6a0 Sao Sao Sao
30-1/8 10 60.0 60.0 80.0 80.0 8 G
38-1/8 90 10 Ba0 Sao a0.0 BO.0
42-1/8 10 60.0 50.0 80.0 8ol0
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48-1/8 8 60A Sao Sala 8a0 NOM.PANEL WIDTH QO W
GIABS TYPES ,0
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WITH REINF. N Ln N
24-1/0 r10
- - 60.0 60.0
30-1/8 - 60.0 solo APPLICABLE FED EGRESS Zo
36-1/0 - - 60.0 40.0 REQUIREMENTS TO BE
102 REVIEWED BY AHJ. o
42-1/B 60.0 60.0
00.0 40.034-1 a - - 54.4 54.4
24-1/B 10 6010 60.0
30-1/e 10 60.0 60.0
36-1/B 10 - - 60.0 00.0
42-1/9 106 10 - 60.0 40.0
48-•1/B 10 60.0 solo go
63-1/a 0 - - 54.4 54.4
24-1/8 10 - - 8DA 60.0 t Ie q 3
30-1/8
38-1/a 114 10 60,o 00.0 z
42-1/8 to 60O 6aD fi
48-1/6 0 - 60.0 60.0 NOTE:
24-1/8 10 - - aa0 solo CLASS CAPACITIES ON THIS SHEET ARE c d
30-1/8 to - - qo.o Como E8Ea BASED ON ASTM E1300-09 (3 SEC. GUSTS)
36-1/8 12D 10 - - ao.o Sao AND FLORIDA BUILDING COMMISSION o x
42-1/a 10 - - BOA $0.0 DECLARATORY STATEMENT DCA05-DEC-219 G�
4a-1/o 0 - - 60.0 BO.a it 1 I I
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PRODUCT REVISED .` eNs�•:YJ
complyying with the Florida
Bullding Codo
NOA-No. 15-0619.06 0.70582UAr
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1 Expiration onto092212020 = 4OF+,�b $
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SILL RISER ITEMS E8 OR E8.1 ARE REQUIRED FOR LOADS BF r' �IOR0Dk- •,\
1NTBRLOCII6 HITEAIACKS ABOVE+fi0.0 PSF ONLY. mlamt- a Product control ' fS�
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TYPICAL ANCHORS SEE ELEV PANEL WIDTH
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EXTERIOR NOM.PANEL WIDTH A, PANEL WIDTH O
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1X5 OR URGER D�N I o
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EXTERIOR FIXED PANEL EXT.
DOOR FRAME WIDTH DOOR FRAME WIDTH 11 1
PRODUCT REVISED
DOOR FRAME WIDTH as com 1yy(ngg with the Florida
2X6 OR LARGER WOOD BUCK Bulldln8 Codo
WOOD STRUCTURE Noa No. 19.0818.08 ;' 2 a
Expiration Da 09J22l2020
'Y 0P drawing no.
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THREE (3) TRACK DOOR DETAILS j�(NAi G++ W10-31
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