WS-15-1136 Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-239440 Permit Number: WS-5-15-1136
Scheduled Inspection Date: July 23, 2015 Permit Type: Windows/Shutters
Inspector: Rodriguez,Jorge
Inspection Type: Final
Owner: DAVIS, KARIN AND TIMOTHY Work Classification: Window/Door Replacement
Job Address:80 NE 94 Street
Miami Shores, FL 33138- Phone Number
Parcel Number 1132060130300
Project: <NONE>
Contractor: THE HOME DEPOT AT HOME SERVICES Phone: 954-979-2137
Building Department Comments
1 WINDOW AND1 DOOR REPLACEMENT. Infractio Passed Comments
INSPECTOR COMMENTS False
Inspector Comments
Passed CREATED AS REINSPECTION FOR INSP-234663. No access
Failed
Correction ❑
Needed
Re-Inspection
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
July 22,2015 For Inspections please call: (305)762-4949 Page 20 of 39
1 \ Miami Shores VillageCiv
Building Department
10050 N.E.2nd Avenue,Miami Shores, Florida 33138 BY:
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 20 (�
BUILDING Master Permit No. — 1132?
PERMIT APPLICATION Sub Permit No.
BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: ig0 k[IF au "*-'T
City: Miami Shores County' Miami Dade zip' -33139
Folio/Parcel#: (/ -3 Z 0(o—C')11> —0300 Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder): / /M()T Hy (2f4V(5 Phone#:
Address: �c)c)N
City: AA(I XA( Sf+6i0E State: FAL Zip: 33c-2 1
Tenant/Lessee Name: (/k Phone#:
Email:
CONTRACTOR:Company Name: kE- 0-0?--c,L. R--0rjV A-C LVAAF-':3 � 4q-Fhone#: e,(.Sq 33(o OS-(S/
Address:.ZGC'( U CLJA 300
City: II-,/ T' \- State: 61, Zip:
Qualifier Name: �ayS i L rLA-4(::,lA L- Phone#:
State Certification or Registration#: C`'Z� 041 G 85 8 Certificate of Competency#:
DESIGNER:Architect/Engineer. ( Phone#:
Address: City: State: Zip:
�•.wa�l,,...9R.^a*.16..Mk.+a..raM,..W., a, ,.. .,, .,cw.. .:� �.:..t..':..:,..r.
lype
lue of`Wor( for this permit:$ 1 b Squarf nea3r'� tage of 1Alork: a
of Work, ,❑ Addition [] Alteration ❑ New ❑ Repair/Replace
❑ Demolition
Description of Work. t-O f kPp_0 +l :zE
Specify color of color thru tile:
Submittal Fee$� " Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$
(Revised02/24/2014)
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State 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 be approved and a reinspection fee will be charged.
Signature `�J i ,/ ,. '' Signature �+2
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
3 day of rr) q 20 J by I day of 20 i S by
✓ 1 rel�j K 4� 7 who is personally known to '�,21 S"6ytptyoa- 17x_ w7io is perso raf4y-awn to
me or who has produced as me or who has produced as
identificatio 'end who did,,ake an oath. identification and who
NOTARY PU LIC: ,,a►p..P(s,, MARIUSKA MORALES NOTARY PUBLIC: .�'jilr'a',yF., MARIUSKA MORALES
?° `,': Notary Public-State of Florida ,� Notary Public State dl Florida
' Commission N FF 220108 Commission N FF 220108
�'' M Comm.Expires My Comm.Expires Apr 13,2019
Sign: '•.,g°�F .o'er Y p res Apr 13,2019 Sign: ' ';;. SondedthrwoNationalNotaryAssr
my
Print: z- Print:
9
Seal: Seal:
4
APPROVED BY � Id r� Plan Ex
�_ s aminer Zoning
Structural Review Clerk
(Revised02/24/2014)
THE HOME DEPOT-AT HOME SERVICES
WINDOW AND DOOR INFORMATION SHEET
JOB# 8225833 Name davis
Location APPROVAL MULTIPLE
Opening Corner PRODUCT APPROVED REQUIRED OPENING Window Opening WINDOW ARE
Location Zone ACCEPTANCE PRESSURE DESIGN PRESSURE Dimension MULLION SHUTTERS
No or NUMBER Style {+)PSF {-)PSF {+)PSF {-)PSF Wdth IN Height IN REQ. REQUIRED
1 4 1 12-0516.02 GD 75 75 40.1 43.4 71 80 1 N/A NO
2 4 1 11-1114.06 SGW 60 70 40.1 43.4 51 51 1 N/A NO
v:
SGW=SLIDER GLASS WINDOW/SH= SINGLE HUNG/DH= DOUBLE HUNG/GD= GARDEN DOUBLE SWING DOOR/PD=
PATIO SLIDER DOOR I CASE= CASEMENT/ PICT= PICTURE WINDOW/ED= ENTRY DOOR/AWN=AWNING
..
•.• • • • •.• • -- r r' X11
... . . . . ... . .
. . . . . . . . . .
. .. .. . . . .. ..
... . . . ... . .
1 OF 1
WINDOW/ SHUTTER DIAGRAM SHEET
1
DINING
2
KITCHEN
.. ... . . . . . ..
Mt AN R&0?j-IgIgHr j5' • BUILDING WIDTH 45'
.. ... .. . . . ..
ROOF SLOPE 3/12 BUILDING LENGTH 55'
. ... . ... .
00 0... 000 . .
00
...
.. . .. . . .
. . . ... .
... . . . . ... . .
. . . . . . . . . .
. .. .. . . . .. ..
... . . . ... . .
1 OF 1
FLORIDA BUILDING CODE 2010 - ASCE/SEI 7-10 - WIND LOAD TABLES - 170, 175 mph - Enclosed
Building with mean roof height less than or equal than 60 Feet - EXPOSURE C AND D - LOAD FACTOR: 0.6 INCLUDED
WIND PRESSURES IN PSF WIND PRESSURES IN PSF WIND PRESSURES IN PSF WIND PRESSURES IN PSF
170 MPH VELOCITY-EXPOSURE C 175 MPH VELOCITY-EXPOSURE C 170 MPH VELOCITY-EXPOSURE D 175 MPH VELOCITY-EXPOSURE D
Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater
Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees
Positive Negative Positive Negative Positive Negative Positive Negative Positive Negative Positive Negative Positive Negative Positivel Negative
z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5
0-15 42.0 45.5 56.0 45.9 49.8 61.4 0-15 44.5 48.2 59.3 48.6 52.8 65.1
0-15 34.6 37.5 46.1 37.8 41.0 50.6 0-15 36.7 39.7 48.9 40.1 43.4 53.6
16-20 36.8 39.8 49.0 40.2 43.6 53.8 16-20 39.0 42.2 51.9 42.6 46.2 57.0 16-20 44.2 47.8 58.9 48.2 52.3 64.6 16-20 46.8 50.7 62.4 51.1 55.4 68.5
21-30 40.0 43.4 53.4 43.7 47.4 58.6 21-30 42.4 46.0 56.6 46.3 50.2 62.1 21-30 47.4 51.3 63.1 51.7 56.1 69.3 21-30 50.2 54.4 66.9 54.8 59.4 73.4
31-40 42.5 46.1 56.7 46.5 50.4 62.2 31-40 45.1 48.8 60.1 49.2 53.4 65.9 31-40 49.8 54.0 66.4 54.4 59.0 72.8 31-40 52.8 57.2 70.4 57.6 62.5 77.1
41-50 44.6 48.3 59.4 48.7 52.8 65.2 41-50 47.2 51.2 63.0 51.6 56.0 69.1 41-50 51.8 56.1 69.0 56.6 61.3 75.7 41-50 54.9 59.4 73.1 60.0 65.0 80.2
51-60 46.3 50.2 61.8 50.6 54.9 67.8 51-60 49.1 53.2 65.4 53.6 58.2 71.8 51-60 53.4 57.8 71.2 58.4 63.3 78.2 51-60 56.6 61.3 75.5 61.9 67.1 82.9
LOCATION BROWARD COUNTY, PALM BEACH AND LOCATION MIAMI-DADE COUNTY LOCATION BROWARD COUNTY, PALM BEACH AND LOCATION MIAMI-DARE COUNTY
EXAMPLE OTHER COUNTIES EXAMPLE EXAMPLE OTHER COUNTIES EXAMPLE
GENERAL NOTES: Raaf Slape E N G C O , Inc.
1-THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR COMPONENTS AND CLADDING (HURRICANE SHUTTERS WINDOWS AND
DOORS) APPLICABLE TO A SPECIFIC PROJECT.THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING Engineering Services-CA 8116
CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. IZ
i 2-PLEASE,NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED zsl / Z4 5595tAY
ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-10 PUBLICATION. 1 DAVI
3-DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY z4 I
OFFICIALS. I Izszsl cr,� Tel:(
Q I 1 MEAN ROOF � i E-ma@AOL.com
EXPOSURE B(Section 26.7.3)-Urban,suburban and wooded areas and other terrain with numerous closely spaced obstruction having the size of single family HEIGHT tr
dwellings.For building<=30ft exposure B prevails in the upwind direction for a distance greater than 1500 ft. For building>30ft exposure B prevails in the upwind direction for aa9 g/ a �- �e"9
9
distance greater than 2600 ft or 20 times the building height,wichever is greater.Based on the FBC-HVHZ,use Exposure C when building is located in Exposure B a
5-EXPOSURE C(Section 26.7.3)-0�8 te"A with st attt led obst tctior%*Nith heights less than 30',open country and grasslands.Exposure C will apply when
exposure D and B do not apply. • • •• • • s • •
6-EXPOSURE D(Section 26.7.3)-F191,•unob%tuctbd':rels Tcl rlt:r suRaces prevails in the upwind direction for a distance greater than 5000 ft or 20 times the �15
building height,whichever is greater •• 00* •• • • • •• O r'J
7-BUILDING CONSIDERED ENCLOSED-All glazing shall be impact resistant glazing or protected with an impact resistant covering. 8<= BW X 0.1 Or 8<=h X 0.4
8-ULTIMATE WIND SPEED-V=170 MPH,175 MPH BW less or equal than BL PEDRO DE FIGUEIREDO
9-TOPOGRAPHIC FACTOR Kzt--i (F"T•TERRAIN) ••• • • a must not be less than PE52609
10-DIRECTIONALITY FACTOR Kl=!d5(Wind Dird"oraligl,Factor) • a=3 feet or a=0.04 x BW NOT VALID W/OUT SEAL
11-TRIBUTARY AREA:10 SQF •• • • • • • • •• • •
12-EDGE STRIP(a):The smallerjp•'O%c:&a least horizorp dimeripol oig4p4o of the Mean roof height,but not less than the larger of 4%of the least horizontal
dimension or 3 ft.
0:0•• • • • • 0:0•• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
12/12/2014
MAM MIAMI-DADE COUNTY,FLORIDA
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208
AFFAIRS(PERA) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.iniaini(lade.gov/pera/
PGT Industries
1070 Technology Drive
Nokomis,FL 34275
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 PERA-
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 (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.
PERA 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-510"White PVC Horizontal Roller Window-L.M.I.
APPROVAL DOCUMENT: Drawing No. 5191-2, titled"Vinyl Horiz. Roller Window, Impact-resistant",
sheets I through 10 of 10, prepared by PGT Industries, dated 01/18/10, with revision "C", dated 10/17/11,
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.
sees
RENEWAL of this NOA shall be considered after a renewal application has been filed and these bias been......
no change in the applicable building code negatively affecting the performance of thin product. •• ;•; •,
TERMINATION of this NOA will occur after the expiration date or if there has beetna revision or ctange
in the materials, use, and/or manufacture of the product or process. Misuse of this t°1 as an gndoVement;••••;
of any product, for sales, advertising or any other purposes shall automatically tertttyW"ethis MA'Failure.....
to comply with any section of this NOA shall be cause for termination and removal of"QA. sees 46%09
ADVERTISEMENT: The NOA number preceded by the words Miami-Dadto County, Flt6a, and.... •
followed by the expiration date may be displayed in advertising literature. If an;pU?•n of the*NOA is
displayed,then it shall be done in its entirety. • :...:. 00#000
INSPECTION: A copy of this entire NOA shall be provided to the user by%v*n3anufacturar or its:e s s
distributors and shall be available for inspection at the job site at the request of the Building Officit+*
This NOA revises NOA No. 09-0901.07 and consists of this page 1 and evidence pages E-1 and E-2, as
well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D.Gascon,P.E.
MIAMI�DADB COUNTY
NOA No. 11-1114.06
6 C4_9 Expiration Date: February 17,2016
2�Z�tiZ Approval Date: February 09,2012
Page I
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 09-0901.07)
2. Drawing No. 5191-2,titled"Vinyl Horiz. Roller Window,Impact-resistant", sheets 1
through 10 of 10,prepared by PGT Industries,dated 01/18/10,with revision"C",
dated 10/17/11, signed and sealed by Anthony Lynn Miller, 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) 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 and TAS 202-94
along with marked-up drawings and installation diagram of HR-510 vinyl horizontal
sliding window (OX), prepared by Fenestration Testing Laboratory, Inc., Test Report
No. FTL--5916,dated 06/18/09,signed and sealed by Julio E. Gonzalez, P. E.
(Submitted under NOA No. 09-0901.07) 0000
. . 0000 0000..
C. CALCULATIONS: •
1. Anchor Calculations, and structural analysis, complying with IMM7007, pgdpar'ed by"""
manufacturer,dated 08/20/09,signed and sealed by Robert L. C1j;0j,0P. E. 0 •0 ;••••
(Submitted under NOA No. 09-0901.07) ' ' """
0000 . 0000.
2. Glazing complies with ASTM E1300-02/04. 000000 •••• •• •••
...•00 0000 0000..
D. QUALITY ASSURANCE "•"• ••
1. Miami-Dade Department of Permitting,Environment,and Regiylatory Affa jm f PERA),•••••
0 .0000.
E. MATERIAL CERTIFICATIONS •• •
1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co.,Inc.
for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17.
F. STATEMENTS
1. Statement letter of conformance and compliance with the FBC-2007 (with the 2009
supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn
Miller,P. E.
2. Statement letter of no financial interest and independence, dated 10/25/11, signed and
sealed by Anthony Lynn Miller,P. E.
94���,
Jaime D.Gascon, .E.
Product Control Section Supervisor
NOA No. 11-1114.06
Expiration Date: February 17,2016
Approval Date: February 09,2012
E-1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS(CONTINUED)
3. Letter of Adoption of as his Own, the Work of another Engineer per Section
61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn
Miller,P. E.
4. Statement letter of conformance, dated 08/20/09, signed by Robert L. Clark,P. E.
(Submitted under NOA No. 09-0901.07)
5. Statement letter of no financial interest, dated 08/20/09, signed and sealed by Robert
L. Clark, P. E.
(Submitted under NOA No. 09-0901.07)
6. Laboratory compliance letter for Test Report No. FTL-5916, issued by Fenestration
Testing Laboratory, Inc., dated 06/18/09,signed and sealed by Julio E. Gonzalez,P. E.
(Submitted under NOA No. 09-0901.07)
G. OTHERS
1. Notice of Acceptance No. 09-0901.07, issued to PGT Industries, Inc. for their Series
HR-510 White PVC Horizontal Roller Window—L.M.I., approved on 02/17/10 and
expiring on 02/17/2015.
...... .. . ......
.... . .....
. ...... .... .....
.. .. .... ...... .
. . . . ....%
c
Jaime D.Gascon, .E.
Product Control Section Supervisor
NOA No. 11-1114.06
Expiration Date: February 17,2016
Approval Date: February 09,2012
E-2
®IMPACT-RESISTANT HORIZONTAL ROLLER L2 s/6"MAX.TYP. 4"O.C.MAX.TYP. 2114 MAX' I-- ® Design Pressure Rating Impact Rating
TYP.
+60/-70 PSF Large and Small Missile Impact
BOY FRAME AND INTEGRAL FIN WINDOWS
- -- ,�.".W.,. ",.,.,..�.,..a„
+601-70 PSFLa"^g�eroNleslfe lmlmpabcltl�
GENERAL NOTES:
1.GLAZING OPTIONS:
A:7/8"IG-5/16"H/H-SGP+7116"-AIR+1/8"A CAP
B.7/8"IG -5/16"H/H-SGP+7116"-AIR+1/8"T CAP
x
/ z �p NOA DRAWING TABLE OF CONTENTS
2.CONFIGURATIONS:XO AND OX. O Q �� SHEET
3.DESIGN PRESSURES:+601-70 PSF(ALL GLASS TYPES LISTED) o GENERAL NOTES....................................1
z
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE / t U. ELEVATIONS...........................................1
8 GLAZING DETAILS...................................2-3
B.POSITIVE DESIGN LOADS BASED ON WATER TEST p a ISECTONS,I.F.FRAME............................4
PRESSURE AND GLASS TABLES ASTM E 1300-02. a SECT ONS,BOX FRAME.........................5
W) PARTS LIST..............................................6
EXTRUSIONS. 7
4.SHUTTERS ARE NOT REQUIRED. ANCHORAGE SPACING,BOX FRAME...8
5.ANCHORAGE:ANCHOR SHALL BE AS LISTED AND SPACED AS X O ANCHORAGE DETAILS,BOX FRAME.....9
SHOWN ON DETAILS.ANCHOR EMBEDMENT TO SUBSTRATE
• ANCHORAGE DETAILS,I.F.FRAME.......10
SHALL BE BEYOND WALL DRESSING OR STUCCO.THE 33113%
STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR 32 314 VENT DLO WIDTH 32 9/18 FIXED DLO WIDTH INTEGRAL FIN
MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA 73"MAX. MAX.SIZE=73"X 62"
BUILDING CODE.APPROVED ANCHORS:1,#10 STEEL SCREW(GS) 761/4"FRAME O.D.
2,3/16-ELCO ULTRACON.
6.REFERENCES:TEST REPORTS FTL-5916;ELCO TEXTRON NOA 73"MAX.
07.0425.01;ANSI/AF&PA;NDS-2005 FOR WOOD CONSTRUCTION; 32 9116 FIXED DLO WIDTH
ADM-2005 ALUMINUM DESIGN MANUAL. 32 3/4 VENT DLO WIDTH
7.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY
WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,
INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ).
8.SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT
FLUSH TO THE SUBSTRATE,USING SHIMS CAPABLE OF
TRANSFERRING APPLIED LOADS. O
2 O
9.ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE JO
AND FLANGE OR FIN.OVERALL SEALING/FLASHING STRATEGY ° rltouucr>zFvlseD
FOR WATER RESISTANCE OF INSTALLATION SHALL BE O / / f Building
ing with the Florida
de
DONE BY OTHERS. Accept nooN
g Aceeptenco No
10.MATERIALS USED FOR ANCHOR EVALUATIONS WERE "r 1 ntw 7�
SOUTHERN PINE,AND CONCRETE MASONRY UNITS I`ti MianilD P' s Control
COMPLYING WITH ASTM C-90.
X O lllllll
61/2^ \\�.O�y\3NN Ml(1F�i,
r•61/4" a � ..��GENSf
• • • • •• • •'•* 'l
4304" • i15'MAX.O.C.{�— BOX FRAME Q: 58705 -_
•• •• _j:.
AREQ IREMEN0P.0TS '` MAX.SIZE=73"X 62" -
61/2"Max. 6L,4�
J Jr 10/17/11 B FBG 2010 CODE CHANGE • • •• '�1 STA E Op.'lif:' �`
Y 7070 TECH�LOGYDRI • ELEVATIONS&ANCHORAGE ;O� •.. FLOR�o,. �C9
J.R. 01/18/10 A Added Dedgi act box frame,than ed title a OV9 NOKOMJF.J 74276• • "tl'' ', (� •'•. " �(
" notes. •• A.o. x e • Vinyl Horiz.Roller Window,Im act-resistant
Dn.nR. Dab: D-s' Dab: •NDKOMI3,FL�4274• • • BeAeNNaeet 4°,y; "Mt ",°�,p. "ry t 1 I I 1�
J.R. 0112/09 ••• • HR6f0 NTS 1 d 10 5181-2 B A.LYP.E.11168706 P.E.
000 • • • • 009 • •
• • • • • • • • • •
• •• •• • • • •• ••
••• 0 0 0 ••• 0 •
® 7/8"OVERALL GLASS NOMINAL
5/16"LAMI GLASS NOMINAL
1/8"HEAT STRENGTHENED GLASS
7/16"AIRSPACE
.090 DUPONT
1/8"ANNEALED OR SGP INTERLAYER
TEMPERED GLASS
/8"HEAT STRENGTHENED GLASS
1/2"NOM.
29v v GLASS BITE
32 0 39
37 28
29
EXTERIOR
35
O
PRODUCT g REVISED
2 i complying withwith the Florida
OPTIONAL Aucceptopta wcoria
nm No
FLANGE
f3
Miami lloda Product Control
11111/
•i/8"!!►�MMI.G.G4-MNf!4EVAIL CNV LYNN
W1 5/1 5/1LQdv�l QLA�SS�IND.1/811 CAP
•• ••• •• • • • •• No.58705 —
ct
Rewtl BY: qtl: IG•WMs: �'� ` W
J.J. 10/17/11 B NO CHANGE THIS SHEET • • • • •• • p •. STA E F
070 TECHNCLOOV DR11 GLAZING DETAILS-BOX OR FLANGE FRAME �` FcoR1DP.••' \�
e J. 01/18/10 A
Changed lass make u,drawln title. • NOKOMI•,RMz7a• • mr '�S
• • o.egK,i¢e •
Vinyl Horiz.Roller Window,Im act-resistant ''is /IN11�A1L1ll E,`
onr,.n ey: oar.: nxe•eer. mte: NOKOMIS,FL64274 • s'"01Tb0s1 uaa� en..e a'" N0" R.r. A.LY�N MILLER,IP.E.
08/12109 HR610 1:1 2 a 10 5191-2 B P.E.k56705
J-
0:0•• • • • • 0:0•• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
® 7/8"OVERALL
GLASS NOMINAL
5,161 MI GLASS
NOMINAL
118"HEAT STRENGTHENED GLASS
7/16"AIRSPACE
.090 DUPONT
1/8"ANNEALED OR SGP INTERLAYER
TEMPERED GLASS
1/8"HEAT STRENGTHENED GLASS
1/2"NOM.
29 GLASS BITE
32 0 -411 39
37 28
29
EXTERIOR
35
O
' :,z
PRODUCT R13NIS6D
m complying with die Florida
Building C"dc
OPTIONAL \.ceptwroc No p
FLANGE Iap, n atc / p/
Irr�_
min,niDndePro uctComro
••WS%tAllfl IG.C3 GIL'TAIL \\ �ONV LYNN
VATH 5/14" LAMI T1A$S 2NNQ 1/8"CAP QST\r '��G[NS4c'•�FQ/
•• ••• •• • • • •• *'• No.56705
R"YfC Y N: -121
eri'A•,. �L 0��.�I I (U
JJY 10/17/11 "8 NO CHANGE77I/SSHEET • •�OOTECHNeLOGVDRIYC • O •• srnieox l(�
• GLAZING DETAILS-INTEGRAL FIN FRAME
—pr.
J.R. 01/18/10 "A Changed glass makeup,drawing We. • • NOKOMIyR�l276 • • � ';�S G
" •
urenn er. aa: o ; e""`"A0�'Hoiz.Roller Window,
indow, m0ix4°n0' istant /ONAL
as :. P .e9x,i9 : VinylA,LYNIR�L�hE,P.E
.• NOKOMIS.FL7t274 •
J.R. 08112M HR610 1:1 3 n 10 5191-2 B P.E.M55706
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
19 18 13
SEE NOTE 1 1
14 SEE NOTE 4 DETAIL D
SEE NOTE 1 15 16 HEAD SECTION
1 1
0 0
SEE NOTE 3
O
0
29 29
EXTERIOR 11
SEE NOTE 2
4 5 29 21
22
DETAIL A DETAIL B DETAIL C
LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION
EXTERIOR
NOTES:
1.#6 x 1/2 FL SMS,LOCATED AT 4 1/2"
FROM EACH END AND AT 16"O.C.
2.#6 x 3/8 FL SMS,LOCATED AT 41/2"
FROM EACH END AND AT 16"O.C. 1
3.#6 x 112 FL SMS,LOCATED AT 41/2" SEE NOTE 3 21
FROM EACH END.
4.CAM LOCKS: 29 22
(2)AT 7"EACH END
PRODUCf REVISED
us,complying•villi the Florida
5.WEEPHOLES ARE VX 3116".SEE Enldiag cock
SHEET 1 FOR LOCATIONS. --— -- HOT AcceplMCu No /*J.
WELD r n nto
Bye.
1 SEE NOTE 5 NiC imi f edel'roductControl
10
DETAIL E
•• ••• • • • • • •• SILL SECTION
• • • • • • • • • ��\�`Z`ONV
HOT WELD COR&RRAS6E!fgjY� �•� •• RC1 ,.' �1GENSF ,Fp
(INTEGRAL F •• • • • •• 1 = N0.58705
J.J. 10/17/11 8 NO CHANGE THIS SHEET • • • • •• • °aoptivn - O STATE OF 1(/
70 TECHN•LOGV DRIP! CROSS SECTIONS-INTEGRAL FIN '�` FLORtoP
J.R. 01/18/10 "A No then es this sheet. • NOKOMI81 R M276 • • �'i�S. •'••••..• 1G
a. •• • P o eo'x,�a • Vinyl Horiz.Roller Window,Im act-resistant '��,!O/N1M1_WNW-3w. `�
o r aro: BY an: •• NOKOMIB,FL X274 • "' p'" M6 wv A.LYNN h11I L P,P.E.
J.R. 08/11/09 HR610 1:2 4 w 10 5191-2 8 REA 58705
••• • • • •
0:0•• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
SEE NOTE 1 2
14 SEE NOTE 4 DETAIL D
SEE NOTE 1 15 16 HEAD SECTION
2 2
0 p
EXTERIOR SEE NOTE 3
® O
o p
29 29
EXTERIOR L
11
SEE NOTE 2
4 5 29 21
22
DETAIL A DETAIL B DETAIL C
LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION
EXTERIOR
NOTES:
1.06 x 1I2 FL SMS,LOCATED AT 41/2"
FROM EACH END AND AT 16"O.C.
2.116 x 3/8 FL SMS,LOCATED AT 4112"
FROM EACH END AND AT 16"O.C. 2
3.116 x 112 FL SMS,LOCATED AT 4112" SEE NOTE 3 21
FROM EACH END.
4.CAM LOCKS: 29 22
(2)AT 7"EACH END HOT
P120U11C."I'RGVISCD
5.WEEPHOLES ARE 1"X 3N 6".SEE WELD cmnFl9ing wiih da Florida
nnilding Code
SHEET 1 FOR LOCATIONS. nacphuma�cmnuw
, 'nI—
SEE NOTE 5 :Ida
10
DETAIL E
VIII
.• ..• . • ••
SILLSECTION
• • • • • • • • • `� OaV LYNN M/1!
HOT WELD CORWA ASeEMBL�t'• • • Q:
(BOX FRf4MLr• •• • • • •• 2 = *i No.58705
ex (K
0 25 1
J.J. 10/17/11 B NO CHANGE THIS SHEET • •• • • • °po°tlac %��'• STA F I
J.R. 01/18/10 "A No changes this sheet. �00-0-0
If70TECHNaOGV DRI • CROSS SECTIONS-BOX FRAME �`�''• F<oR1oP• '�j�
\• • • • • Vin 1 HoriRoller Window,!m act-resistant '��S/ONA1 o��•a.o.eox"Vo i f 1Dram,By mm: 6. Wn: NOKOMIS,FL 74 • anxumee,c Sua: ar,t J.R. 08/12/09 • HR6f0 1:2 5 d 10 � � 5191-2 B A.L F e0667055 P.E.
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AID NOI1dwosm #1?LVd ON 9M0 W311
REMOVEABLE NAIL FIN
REMOVE- f —1.020--{
ABLE 1.835
FLANGE 1 647�
.070
1.250 .083
060 .080 1.440 .065 174
r' .065
1. 0 o a
1.410
a.o00
FIXED MEETING RAIL
FIXED MEETING RAIL REINFORCEMENT
DWG#5102 DWG#5123 SASH INTERLOCK RAIL
.060 O RIGID PVC O Ai 6005-T6 DWG#5105
13 1.647 RIGID PVC
.oeo
9 1 1 1.160—�
3.250 { .588
1.F.FRAME I F
O DWG#5116E
080
RIGID PVC 1.160 •085 065
.060 1.022
SASH INTERLOCK RAIL
REINFORCEMENT SASH SIDE RAIL SASH TOP/BOTTOM RAIL
2.375 DWG#5114 DWG#65137 DWG#65106
14 18 22 Al 6063-T6 18 RIGID PVC 21 RIGID PVC rfeooucl•Revlsro
Sv
plying C s eilh Uro Nloddo
.060 fuiIdiulding Cafe
Acccptw)ce NO 14 Q
1.305 Er ' n ete AMC/
060 .803 MiMni ado P,.dact Control
c� .210 .660
illuff
3.250 .035•• ••• • • • ��� V LYNN �/ii
• • • • • • • • • --y H—.085 �� pN M/ �
BOX FRAME .. �� ............ c� ,,
�,.•' L\CENSE •..F,P
O DWG#5189 1.8,6 : : 40:fgR 1U4CK/ANTI LIFT *;'
RIGID PVC DWG A2 •• 10• LING#5138 = No.56705
i l�
DUAL PVC RIGID PVC - a t, _�fl
JJ.r 10/17/11 B NO CHANGE THIS SHEET • •• • • • °Ma"tl"' ,�0 STA of
• • 1nOTECNN0100YDRIV • EXTRUSION CROSS SECTIONS '•.,F<oafo?.•'G��'
J. 01/18/10 A Addad wall thickness to all extrusions,removed •NOKOMISJIF 76 • • TM '� S
beading for 3/4"glens. • •P o eqx 16aP • ' ; Vinyl Honz.Roller Window,Impact-resistant ��NIAL'1iE
o—W' ah. ••• •NOKOMIS.FL 3474 • aMb °a" �"� -"° "'" A.LYNN,,,.,,,P.E.
J.R. 06/17108 HR610 1:1 7 w 10 5191-2 8 RE.abe7os
0:0•• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
( HEAD.SILL AND JAMB ANCHOR QUANTITIES FOR DESIGN
PRESSURES OF+60/-70 PSF OR LESS
ANCHORAGE NOTES FOR BOX FRAME:
WINDOW HEIGHT — ®1.ANCHOR TYPE4: 1-3M'ULTRACONS BY ELCO(FOR MASONRY SUBSTRATES)
24 30 1 36 1 4 1 48 1 54 60 63
2-#10 SM SCREWS,GRADE6(FOR METAL AND WOOD SUBSTRATES)
WINDOW ANCHOR #OF ANCHORS REQUIRED(TYPE 1 OR 2) MINIMUM EDGE DISTANCE OF 3/8".
WIDTH(in) LOCATION 2.ANCHOR LOCATIONS ARE BASED ON THE
FOLLOWIING DIMENSIONS.
Head and Sill 2 2 2 2 2 2 2 2 8.5"MAX.FROM ALL CORNERS
24 JAMBS-16.3125"MAX.O.C.
Jamb 2 3 3 3 4 4 5 5 HEAD/SILL-15"MAX.O.C.
Head and Sill 3 3 3 3 3 3 3 3 3.INSTALL PER THE ADJACENT TABLE ANCHOR
36 QUANTITIES USING THE DIMENSIONAL CRITERIA OF
NOTE 2.
Jamb 2 3 3 3 4 4 5 5
4.ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT
Head and Sill 3 3 3 3 3 3 3 3 OPTIONAL FLANGE.
42 5.FOR INTEGRAL NAIL FIN FRAME ANCHORAGE,SEE SHEET 1&10.
Jamb 2 3 3 3 4 4 5 5
Head and Sill 4 4 4 4 4 4 4 4
48
Jamb 2 3 3 3 4 4 5 5
Head and Sill 4 4 4 4 4 4 4 4
54
Jamb 2 3 3 3 4 4 5 5
Head and Sill 5 5 5 5 5 5 5 5
60
Jamb 2 3 3 3 4 4 5 5
66 Head and Sill 5 5 5 5 5 5 5 5
Jamb 2 3 3 3 4 4 5 5
RODUCT RFiVIS617
Head and Sill 5 5 5 5 5 5 6 6 BuildIng cn«dc.u.n,e Florian
72 AcceNo
Jamb 2 3 3 3 4 4 5 5 1 R Q1C b
Head and Sill 5 5 5 5 5 5 6 6 NuGiD rtodac control
73
Jamb 2 3 3 3 4 4 5 5 l I n I I
• • • • • • • • • \\\\\-,i LYNN
...........
.yze /
• • •• • • • • • \�a'��•••��cFNSF '•.FAQ
• •• • • • • ••• •
• • • • • • • • • *; fir ';
•• ••• •• • • • •• _—
N0.58705
NOTE:FOR VIEW WINDOW THE LARGEST CAN NOT EXCEED THE TESTED SIZE. ,-0 C• I( bi
wABy. MN: R�Wbns:
J.J. 10/17/11 B NO CHANGE THIS SHEET • •• • • • OibF %gyp STA F of t4;
u"ro: • • IWOTECHNONDGYDRIVE ANCHOR CHARTS �` '•.,FZOR,OP,.�
"J.R. 0111&/10 A Added additional anchor information. • •NOKOMI3,tl�l76 • "" /'�SS
"" ;•P.0.eOX 16 6 • ; Vin l Horiz.Roller Window,Im act-resistant MUM,
\�
mro, �' o.ro: ••• •NOKOMIS,FL 34674 • 1—*"' ^'" A.LVNN M �ER,P.E.
J.R. 08/12/09 HR510 NTS 8 w 1Q 5191-2 B P.E.N 66706
••• • • • • ••• • •
••• • • • ••• • •
13/8"MIN. #10 SCREW,SEE #10 SCREW,SEE
1/4"MAX.SHIM SHEET 8 FOR SPACING SHEET 8 FOR SPACING
cn
-- �1 3/B+MIN.
11 1/4"
REMOVEABLE 1/4• MAX.
FLANGE MAX. SHIM
SHIM
a #10 SCREW,SEE '
SHEET 8 FOR SPACING 1 3/B^MIN. NOTE:INSTALLATION
REMOVEABLE _ _� TO THE SUBSTRATE
FLANGE OF 1x OR 2x WOOD
REMOVEA13LE FLANGE BUCKS TO BE
ENGINEERED BY
JAMB W/BOX FRAME HEAD W/BOX FRAME SILL W/BOX FRAME IOTHERS
THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD
1 3/8"MIN. APPROVED MASONRY 3.5 KSI MIN.CONCRETE APPROVED MASONRY
ANCHOR,SEE SHEET 8 .. OR 1.5 KSI MIN.CMU ANCHOR,SEE SHEET 8
1/4^MAX.SHIM 11�— FOR SPACING d'• ° ' :,•�!'; FOR SPACING
e.... � .�;' 'r':.'•:.. 13/8'MIN.
' J_
1/4"
MAX
�•!`,• REMOVEABLE 1/4" �SH M
FLANGE MAX.—T
a •'4 w SHIM
•� REMOVEABLE " l
�.: FLANGE 13/8•MIN.
REMOVE. 3.5 APPROVED MASONRY r':'' '' !� a�:. `•: I
3.5 KSI MIN.CONCRETE „• v'.• �•.a _
OR 1.5 KSI MIN,CMU ANCHOR,SEE SHEET 8 3.5 KSI MIN.CdNCRETE
FOR SPACING OR 1.5 KSI MIN.CMU
JAMB W/BOX FRAME HEAD W/BOX FRAME SILL W/BOX FRAME PRODUCT REVISED
THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE a%mnnlyiogwith tlw Florida
R=pfig Ced,- p
1x BUCK OPTIONAL 1x BUCK OPTIONAL 1x BUCK OPTIONAL AcceltamceNo
Lik n me
NOTES: IjY
1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 3116"ULTRACON,EMBEDED 1 3/8" MIN., DISTANCE FROM ANCHOR Miwnie l'ro uct Control
TO CONCRETE EDGE IS 1"MINIMUM.
2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#10 STEEL SCREW,EMBEDED 1318.MIN..
3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL T ICK ESJ IS LE%S THAN 1 112'.1x WOOD BUCKS ARE OPTIONAL IF UNIT
CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS D PICTFhA$2xr4RF 1 HI
= QR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD \��`CNV LYNN
BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHQRITY HAVING JualfiDIOTION.• • • ��,.
\cENs'•,�c°p
4. FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BEA MINIMUMSTRENGSH OF 0083If5 jkNECRIONIM614 OF 1/8"THICK.THE ALUMINUM STRUCTURAL MEMBER
SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW F'c�°",,!`S1y,,rt'y'yIR f( IAt%MW&l lr*THIRSE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL * No.58705 '
BEA#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE AlOMINUM.IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE
SPACING FOR ULTRACONS MAY BE USED.
".der: oa": rt.K.tn..• '-0 '.
to I' uJ
J.J. 10/17/11 8 NO CHANGE THIS SHEET • �"0a STATE OF : 4
• r. �0,1118110 • •• • • INSTALLATION DETAILS-BOX/FLANGE FRAME :fit''.,
• • 7gOTECHNO�OY DRIVE ,.F�ORIOP,•'' \
J.R. A No then es th/s sheet. • •NOKOMIS.OL•4.76 •"' •• • •• • Vin l Horiz.Roller Window,I act-resistant '% S/O• • ••P.O S,FL34 •a«»"wme s..»: m..c M"wwr,1, NAItJ.R. 1709 �� aro: ••• •7tOKOMIS,FL 34ya • HR510 1:2 8 a 10 5191-2 B A.LYP.E.44 p�68705�P,E.
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
I "A4"MAX.SHIM-1
1/8"(.131")DIA.x2 1/2"NAIL,
SEE SHEET 1
® FOR SPACING _
_fes-1
1.557 REMOVEABLE 1/4'j
FLANGE MAX NOTE:INSTALLATION
SHIM TO THE SUBSTRATE
OF 1x OR 2x WOOD
BUCKS TO BE
ENGINEERED BY
118"(.131")DIA.x 2 1/2"NAIL, OTHERS
REMOVEABLE FLANGE ®SEE SHEET 1 FOR SPACING
JAMB W/NAIL FIN HEAD W/NAIL FIN
THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING
1/4"
MAX.
xj
f
SHIM
REMOVEABLE
FLANGE
1/8"(.131")DIA.x 21/2"NAIL, -- -
® SEE SHEET 1 FOR SPACING c�
SILL W/NAIL FIN
PRODUCT REVISED
THRU NAIL FIN INTO WOOD FRAMING m complying wilh tha Florida
Iluilding Coda
cccrAm—No
[ix' t Dntc r �
NOTES:®
vlimni
1. FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY,USE 1/8"(.131")DIA.x 2 1/2"NAIL. ado Product C.',.
2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix 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.WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"THICK OR l
GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO EW;N(IIWFFRJD QY O.WERS40R:S.RPQOVED BY AUTHORITY HAVING \\`��ONI LYNN
JURISDICTION.
3. FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BEA MINIMOM STRENGTH OF F 1�NDDT�f NQ @�11N�Iv�JM OF 1/8"THICK.THE ���,•''��GENSF Ffl
ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE Fb�.SUnR=T( TWFRAME•SIMILAR TO THAT SHOWN IN P
THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#101;I-TEEjYGTAL*0REW WITHFU&ENGAGEMENT INTO THE ALUMINUM. * No.58705
IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. -_
p (A _
a.weY: w: iarwnm: L t 2s f� lL/
J.J. 10/17/11 B NO CHANGE THIS SHEET • •• • • O1tl�"" '. STATE OF
• • 1080TECHNOI�GYDRIVE INSTALLATION DETAILS-INT.FIN FRAME 'Oc F�oR�pP•. 6z
r-70,--
J.R. 01/18/10 A" Corrected nall length to 2-1/2,added dia.In Z.—:. SNOKOM S.11111. T"+ CC �• R
"" r' ati. • �o�,!, • • •• Vin I Horiz.Roller Window,Im act-resistant ''SS/ONA1�1
m.nn r• oa°: cnen er o°a ••• 4POKOMIS,FL 34W4 • ewMumer. enM — ourron. A.LYIJI11�11LLE�\P.E.
J.R- 08/12109 HR510 �:2 10 w 10 $191-2 B P.E.#6B706
Or • • • • ••• • •
• •• •• • • • •• ••
MMIAM11- MIAMI—DADE COUNTY,FLORIDA
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT AND REGULATORY 11805 SW 26 Street,Room 208
AFFAIRS(PERA) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/developinent/
PGT Industries
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami—Dade County PERA—
Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product
Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
PERA reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product
Control Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
C
ESCRIPTION: Series°AFD-101"Outswing Aluminum French Door w/wo Sidelites—L.M.T.
.$ulelites,
XT
Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, jvaparM by......
manufacture, signed and sealed by Lynn Miller, P. E., bearing the Miami—Dade•Geun;j Product-Control go
Section renewal stamp with the Notice of Acceptance number and expiration dote-by the 'M aL-Dade•••• •
Co 000000 0
0000..
ISSILE IMPACT RATING: Large and Small Missile Impact Resistant •••••• •••�• •
0000 . 0000.
ll bear a ermane mom— r s neva logo, vity,•state,•• •••
model/series, and fo owing statement: "Miami—Dade County Product Control Approved", unleSSotherwise•...;•
noted herein. •••••• 0 •
RENEWAL of this NOA shall be considered after a renewal application has beeiZ filed and thVe hAS been••�•••
no change in the applicable building code negatively affecting the performance of tlfisfiftOuet. . ... :6090:
TERMINATION of this NOA will occur after the expiration date or if there has been a revision>,r Aange
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 Official.
This NOA revises and renews NOA No. 11-1013.22 and consists of this page 1 and evidence pages E--1,
E-2 and E-3,as well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon,P.E.
C
aDE COUNTY NOA No. 12. 051 .
."• Expiration Date: October 18,2017
Approval Date: August 30,2012
Page 1
PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. 110058-1,titled Series"Alum. French Door& Sidelites, Impact", sheets
1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by
manufacture, signed and sealed by 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 an Aluminum outswing
French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL--6864, dated 04/02/12,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
6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked up drawings and installation diagram of an Aluminum outswing
French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-5212, dated 05/05/07, signed and sealed by Carlos S. Rionda*P. E.
. . 0000 0000..
(Submitted under previous NOA No. 07-0629.10) •
00000:
C. CALCULATIONS 000:0*
•
1. Anchor verification calculations and structural analysis, com
#yiiag with FBC 200?••••
and FBC-2010, prepared by manufacture, dated 10/11/11, sigMftnd sealed by Lynno:•••
Miller, P.E. ••;••� •••••
(Submitted under previous NOA No. 07-0629.10) •• •• •••• •••• •
0000..
2. Glazing complies with ASTM E130042/04 •
0000..
D. QUALITY ASSURANCE •..• ; . ..• ;••••
1. Miami—Dade Department of Permitting, Environment, and Regulatory affairs
(PERA).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 114624.01 issued to E.I. DuPont DeNemours & Co.,Inc.
for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16.
2. Notice of Acceptance No. 114325.05 issued to Solutia,Inc. for their"Saflex and
Vanceva clear and color interlayers"dated 05/05/11,expiring on 05/21/16.
Jaime D.Gascon,P.
Product Control Section Supervisor
NOA No.12-0516.02
Expiration Date: October 18,2017
Approval Date: August 30,2012
E-2
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance and complying with FBC-2010, issued by
manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P. E.
2. Statement letter of no financial interest, issued by manufacture, dated 05/14/12, signed
and sealed by Lynn Miller,P. E.
3. Laboratory compliance letter for Test Report No. FTL-6864, issued by Fenestration
Testing Laboratory, Inc. dated 04/02/12, signed and sealed by Marlin D. Brinson,P. E.
4. Proposal issued by Product Control, dated 02/15/12,signed by Jaime D. Gascon,P. E.
5. Laboratory compliance letter for Test Report No. FTL-5212, issued by Fenestration
Testing Laboratory, Inc. dated 05/05/07, signed and sealed by Carlos S. Rionda,P. E.
(Submitted under previous NOA No. 07-0629.10)
G. OTHERS
1. Notice of Acceptance No. 11-1013.22, issued to PGT Industries, for their Series
"FD-101 Outswing Aluminum French Door w/ wo Sidelites — L.M.I.", approved
on 11/23/11 and expiring on 10/18/12.
. . .... ......
...... .. . ......
.... . .....
...... .... .....
.. .. .... ......
. . . . ......
Jaime D.Gascon,P.
Product Control Section Supervisor
NOA No. 12-0516.02
Expiration Date: October 18,2017
Approval Date: August 30,2012
E-3
NOTES: vvTSWING NPACT FREPICH DOORS)AND SDE LITE(S) PRODUCTREWWED
1.GLAZING OPTIONS: Building Code 12 6.0
A.3/8"LAMI NOM.(.402")CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM Pf0"" /�f
PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. //
B.3/8"LAMI NOM.(.402")CONSISTING OF(1)LITE OF 1/8"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXlKEEPSAFEpro��r Oonvol
MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. wflarm
C.7/16"LAMI NOM.(.465)CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM
PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS.
D.7/16"LAMI NOM.(.465")CONSISTING OF(1)LITE OF 3/16"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXlKEEPSAFE
MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. Y 0 o
®E.13/16"LAMI IG NOM.(.840")CONSISTING OF(1)LITE OF 3/16"TEMPERED GLASS,1/4"AIRSPACE,(1)LITE OF 1/8"HEAT STRENGTHENED GLASS PLUS AN.090 PVB NOA DRAWING MAP cp v �-
INTERLAYER OF DUPONT BUTACITE PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. O U
2.DESIGN PRESSURES:SEE TABLES 1 AND 2 ON SHEET 2. i TOPIC SHEET Oo Q
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-04. GENERAL NOTES............ 1 b Oo
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-04. CONFIGURATIONS...........1 —
3.CONFIGURATIONS:X,0,XX,XO,OX,XXO,OXX,OXO,AND OXXO. GLAZING DETAILS........... 1 (A o
4.ANCHORAGE:THE 33 i!3/6 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL DESIGN PRESSURES...... 2 w
SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS,SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.FOR ANCHORAGE ELEVATIONS.................... 3 WI.-
J
REQUIREMENTS SEE SHEETS 8 THROUGH 10. VERT.SECTIONS.............4 W
5.SHUTTERS ARE NOT REQUIRED. HORIZ.SECTIONS........... 5 Il F- Q p O
6.SEALANT:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS LIST...................... 6
7.REFERENCES: EXTRUSIONS................... 6,7a- w O
®
THIS PRODUCT HAS BEEN DESIGNED'&TESTED TO COMPLOY WITH THE REQUIREMENTS OF THE FLORIDA gUODR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM ANCHORAGE....................8-10 CO o
DESIGN MANUAL.
NG CODE,INCLUDING THE HIGH VELOCITY 0 ( Z O H
HURRICANE ZONE(HVHZ). GLASS ABBREVIATIONSW FW- _ - Z
9.CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: AN.=ANNEALED w O V
A.THE LOWER DESIGN PRESSURE FROM TABLE 1.OR 2.PREVAILS. HS.=HEAT-STRENGTHENED
B.FULL LENGTH REINFORCEMENT(ITEM 22 SHOWN IN SECTION E-E,SHEET 5),IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TP.=TEMPERED Q Z o w
TABLE 1.,SHT.2.REFER TO TABLE 2,SHT.2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. Q LLTO
93 93 ® 91 ¢ N IF-W
u-
30 �_ 30 30 \ o z a ;
90
�]3
C)- 1/2"GLASS BITE 73Ll 74
;/2GS BITE 1/2"GLASS BITE 0Zo
F
EXTERIOR EXTERIOR EXTERIOR
G� 94 a a 94 �aY
1/8"AN.OR 3/16"AN.OR1!4"AIRSPACE oz g
HS.GLASS HS.GLASS
3/16"HS. 3/16"HS. 3/16"HS.
.090 PVB INTERLAYER GLASS •4090ORM IMrERLAYER •GLASS 3/16"TP.GLASS GLASS
(DUPONT BUTACITE OR (DUPONjBL?F.A�ITCO$ • \`\\\*
SAFLEX/KEEPSAFE •• SAfbE)WEEP3AFI! • • •• —1/8"HS.GLASS.090 PVB INTERLAYER ��Y %
MAXIMUM) •( CIA�(v� (DUPONT BUTACITE vim.' W
318"NOM. 13/16"NOM.
GLASS STACK 7116"NOM.
T o
GLASS STACK GLASS
STACK = �Lu o; Z_�
3/8" LAMI NOM. ••• •�• ••• „ �,:•� N4:o =w
00 •007/,16" LA 1f�1 fJ(�IV� 13/16 LAM I IG NOM. ;goy' Z : �`� a
GLAZING OPTION A OR B, NOTE 1 ; �Z;§, 9, 15N e;Ogy, NOTE 1 GLAZING OPTION E, NOTE 1 `
000 009
0:0
•• • • • • 0:0
•• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS
APPROVED CONFIGURATIONS:X,XX,O,OX,XO,OXO,XXO,OXX&OXXO NOTES PRODUCT REr`,•-'-
osoomplyingcid,::.
(FOR DOORS W/SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) 1.GLASS TYPES: Buildit.N*ft7
02
Acceptance N
REINFORCEMENT IS REQUIRED AT DOOR&SIDE LITE CONNECTIONS A.3/8"LAMI(1/8"A,.090 PVB,3116"HS) Exp tlonD
DOORS WITH GLASS TYPES A B,C,D OR E B.3/8" AMI(1/8"HS,.090 PVB,3116"HS)
C.7118'LAMI(3/16"A-090 PVB,3/16"HS) etnl Dode Product Conbld
HEIGHT D.7/18'LAMI(3/16"HS,.090 PVB,3/16"HS)
X WIDTH XX WIDTH s_ q" 70-83 3/4" 87 3/4" 91 3/4" 8°-95 3/4" �° E.1311 "LAMI IG(3116"TP,1/4"AIRSPACE,1/8"HS,.090 PVB,3116"HS)
30 371/2fo 713/0--75.0f-75A+75,01-75.01,75.01 -75.01+75.01 -75,01+75.01 -75.0 2.COMBINED DOOR&SIDE LITE WIDTHS FOR TABLE 1 OR 2. Y N
O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A MAX. XWIDTH = 7 (A o
MAX. XO MAX. 1/2"WIDTH=109 1/2"
273/4" +75.0 -75.01+75.01 -75.01+75.01-75.01+75.01 -75.0 +75.0 -75.0 MAX. O/OXX WIDTH=107 314" 0 o
MAX. XXO WIDTH=143 34' ,
361/8" +75.0 -75.01+75.01 -75.01+71.4 -71.4 +67.6 -67.6 +64.2 -64.2 fY - 'O
3.SINGLE DOORS 33 518"WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64118" -� (n O
36 3/4" +75.0 -75.01+74.91-74.91+70.4 -70.41+66.61 -66.6 +63.1 63.1 WIDE 9R OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE H g
0 WIDTH SINGLE SIDE LITES WITH GLASS TYPES B,C,D OR E FBC. NPRROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. LULU J
36 3/4" +7.5.01 -75.01+75,01-75.01+75.01-75.01+75.01-75.01+75.01 -75.0 4.DESIGN PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. m p
TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR/SIDE LITES ONLY 5.EXAMPES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: co oa 0
APPROVED CONFIGURATIONS:OX,XO,OXO,XXO,0)0(&OXXO 0 N
EX.A FROM TABLE 1. g !n O i
(THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) Oxo WITH GLASS TYPE A LU O (n
REINFORCEMENT IS NOT REQUIRED AT DOOR&SIDE LITE CONNECTION 30'WIDE x 90"HIGH SINGLE DOOR WITH 29"SIDE LITES O D Z
GLASS TYPES A,B,C,D OR E DESIGN PRESSURE=+67.6/-67.6 PSF LU
HEIGHT EX.B FROM TABLE 1. D W Z
6 -79 3/4" 7 83 3/4" 87 3/4" 91 3/4" g _95 3/4 OXXO WITH GLASS TYPE A ¢ d LLI
X WIDTH XX WIDTH s o o U o
�� 68"WIDE x 85"HIGH DOUBLE DOOR WITH 36 1/2"SIDE LITES Z U- .-
2° 25 1/2" 4° 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 DESIGN PRESSURE=+70.4/-70.4 PSF Q N 0 p
27 1/2" 513141+54,9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 EX.C FROM TABLE 2. 0 � LL
Q
OXO WITH GLASS TYPE C di
29 1/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 43.8 +41.6 -41.6 30"WIDE x 87 3/4"HIGH SINGLE DOOR WITH 26"SIDE LITES
28 31 1/2" 50 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 DESIGN PRESSURE_+43.6/ 43.6 PSF ® N 9
28 33 1/2" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 EX.D FROM TABLE 2.
OXXO WITH GLASS TYPE C
35 1/2" 67 3/4" +38.1 -38.11+38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 63 314"WIDE x 80"HIGH DOUBLE DOOR WITH 26"SIDE LITES =�$s2
30 37 1/2'160 713/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 DESIGN PRESSURE=+43.1/ 43.1 PSF
n
�U oo t
O WIDTH GLASS TYPES A,B,C,D OR E 6.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH 12!
g
REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE
10 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 CONNECTION SEE SECTION E-E,SHEET 5 FOR REINFORCEMENT
123/411 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 i7 .0 X75.0 7 .0 :e�+rAIL.
SINGLE 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +6169 -0'1.9 59.0 -!V.(: cc
• •• `�``� '' �'L w
SIDE LITE 213/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +5'x.0 '-9!?0 42.4 *-52.'r • •• a•, J
2:co =w tt,..Qlao
27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2E+44.7. -44.7 +42.6 -42.6 _3 8 Zza36 1/8" +35.2 -35.2 +35.2 35.2 +35.2 -35.2 '-35.2 +34.44.436 3/4" +34.0 -34.0 +34.0 34.0 +34.0 -34.0 • -340 3K.0 .34.0• •:: . ',�Nb/*t t t t I 1p O� a
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
UCT
_.731/2"MAX.-MAX. ~— MAX. y109SEE OTE 3 — MAX. MAX. -- �—-74SEE NOTE 3-----�� - MAX. Building�D2 RENEWED�
_36 3/4" 36 314" 36 314"_ _36 3/4" 36 3/4" m complying with Wo Flor
---— Y
No
ate
49 I 49 41 Miami Dade uct COntr 1
49 I
103
953/4" fA
! (P.) (� d
to0
LLJ Er �E E� 1E EI �E Er lE Ej JE 7, 10
X 1 O 0 X 1 O 0 1 1 X AC . _X INAC1 T 1 0 to p o
LL
� o
SEE NO E 4 SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 W M M
OX OR XO OXO OXXO 41
71 3/4"MAX. 38 314" J'C ', p H
= z
37 1/2" 24 9/16"MAX. MAX.
MAX. DLO TYP __ 33 5/8"MAX. U
A-, A-- ( ) B o�ol(TYP> - G z w _
O LL o
9s 3/a" QLL49 MAx. 49 41 G g w o
103 TYP. 95 314" W Q
MAX.
84 3/8" 103 (TYP.) W pm
MAX. ® KN . N
DLO 84 W8"
TYP. MAX. x
DLO gLi
(TYP.) DOOR ��'�
40" DLO HEIGHT =HEIGHT-11 3/8" c�a g
(TYP.) 1 DLO WIDTH'X' =DOOR WIDTH-1215116" o z
J D Ct IC Fr �F DLO WIDTH'XX'-DOOR W IDTHI2-11 5116"
X X AC X IN/i^iT • • • • • • O•• SIDE LITE
• 0 •• • • • DLO HEIGHT=HEIGHT-113/8"
A-J •• • • • • DLO WIDTH =WIDTH-31/8"
�`2 .• ' �`J2-,`%
X XX ••• •• • • • Q• � �S � �LL 6,•,W �d
NOTES: w Q=�
1.FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. _ };w * o Z 2
2.FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. _ 'u 6 N C•:0_ a
3.SIDE LITES OVERLAP'X'AND'XX'DOORS BY 314"WHEN ASSEMBLJG JO$*RE'XO'O'OX','&V'XXO',y�P Igb�OXXO'CONFIGURATIONS, YZ�:� Z r��`�a
4.REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTWNS(SEG APPLUS61TY FiHEET 2)o • • S �,
5.CLEAR OPENING FOR'X'AND'XX'DOORS AS FOLLOWS: ('X'DOORS*WID•FH-'J.64E) =XX'2QOFF=.MT jID:H/2-4.079) *1 j I I t O"pF` a
00 0
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
U _ --
PRODUC�REi�t .Ida
Building
40 \ Building Code
No
EXTERIOR INTERIOR
BAxc Ptenc Dela
By
Mi.nI Dade Product Con
10 1 2 60 Y o
F
37 ! 64 AT HEAD/JAMB 0 o <
60 O o a
65 AT SILL/JAMB Q) a r
CLEAR-COLORED �
EXTERIOR INTERIOR SEALANT_ W 1 o
F-
62 z0
w
® 63 CO c � U-
I o � ca 0
� W C/) 0
= q z O
Low 0 ~
MAX. MAX. MAX. W Y I.-
= Z
DLO DOOR MAX. SIDE 62 0 U W U
HEIGHT DLO LITE Q J W
HEIGHT
U LL
8 0. 0
Q N ~ �
0
LL
M N M R
ZLj8 a
SL VIEW G-G
C30) - 61 CORNER ASSEMBLY
.. ... . . . . ..
40
Z* =fig
13 -j u z m� Vi==a
A-A. "' SLSECT.$-Be'
VERTICAL • RTICA�
•; ; 2�ti y• • '��'�' `
• •• •• • • • •• ••
i4 49 PRODUCT RENEWED
I. -- as complying with the Florida
MAX.'XX'WIDTH— ' ^� Building Code 12—D�"'b-O
Acceptance No
ool
i j I
Mianu Dade Product Con
0 0
O _
O Q
MAX. I MAX. O Ec5
DLO 'XX'SECT.C-C I�DLO 31 ui 1 o
35 36 34 44 HORIZ. 46 45 '5 ui
- - 32 J
LLI
MAX.'X'WIDTH 20 _ o
LL
cn ai O
col) Z
O
Q U p •F-
o INTERIOR U I j LUZ
— O S Q Z
• Z U) LLI
Z f)f
Q� N O LL
N �
MAX. Q t�11 LL
DLO 'X'SECT. D-D
46 21 5 EXTERIOR Q
HORIZ.
6T JAMB ANCHOR SPACING SPACING,SAME AS a,
MAX.SL WIDTH---.{ MAX.SL WIDTH
(SEE SHEETS 7,8 AND 9) r
X0�
62 Y o
>C
L
oz =
� U
PE-E
66MA •• ••• •• • • • •• MAX.DL22 SEE TABLES 1 AND 2 AND DLONOTES ON SHEETS 1&2 z 2o Z_ 2
= , _"'
66 62 FOR APPLICABILITY Z:w r O-z"
• ••• ••• SL SECT. F-F : ,•� Z ;;a
HORIZ. (DOOR W/SIDE LITE) '•• : • : • ••• : :HORIZ.(SINGLE SIDE LITE) ?°y'•. •. ��v'
ITEM DWG# IPGT# DESCRIPTION ITEM WG# PGT# DESCRIPTION
i 9.130
6041j, r'RAME HEAD oD 920D 6920D SIDELITE HEADER
2 1010 60300 WSTP.,Q-LON.190 X.375 HIGH 81 921D 6921 SIDELITE SILL PRODUCT RENEWED
av cldi.8 io with the PIOorids l&.O
3 7070 87070K BULB WEATHERSTRIP.187 X.300 HIGH 62 9188 80381 SIDELITE JAMB Building Code
4 955 7955X FLUSHBOLT STRIKEPLATE 63 1155 781POA #8 X 1.000 QUAD PN.SMS Utade
e No ��
5 938 7938X 2 PT.LOCK STRIKEPLATE 64 998 7998 HEAD GASKETS(STOCKING#70998)
6 956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 65 999 7999 SILL GASKETS STOCKING#70999) Pioduet
7 7832X12FPXP #8-32 X.500 PH.FL.MS-S.S.W/SILICONE PATCH 66 34A 61641M SIDELITE JAMB ADAPTER
8 995 70995 GASKET(BETWEEN THRESHOLD&FRAME JAMB) 67 #12 X 1.000 SHEET M ETAL SCREW
9 996 70996 GASKET(BETWEEN HEAD&FRAME JAMB) ® 70 712663K SETTIING BLOCK,3/32"X 1/4"X 1"W/PSA,86+/-5 DURO.
10 952A 6533016 FILLER HEAD ADAPTERY
0 71 71287K SETTING BLOCK,1/16"X 1/2"X 1"W/PSA,85+/_5 DURO. T� o
11 11000 611000M OUTSWING THRESHOLD 72 4222A 64222 BEAD,7/1&' F-
12 1670 671670 WSTP,.350 RD FOAM FILL T-SLOT(AMSBURY#32011) 73 8 6988 BEAD,3/8" 0 o d
13 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER ® 74 1067B 64087 BEAD,13/16"IG O
14 11001A 411001A ACETAL SPACER.065(INHOUSE INJECTION MOLDED) ® 80 6DURAK14 1/4"DURASEAL IG SPACER 0 -
15 11002A 411002A ACETAL SPACE .095(INHOUSE INJECTION MOLDED) ® 91 OTP248 BULB,THIN(USED IN EXTRUDED BEAD) W 0 o
16 11003A 411003A ACETAL SPACER.140(INHOUSE INJECTION MOLDED 92 86 649 6 BEAD,INTERIOR
20 915D 603TO-FRAME JAMB(OUTSWING) Qo 93 T224 8TP247 BULB,THICK(USED IN EXTRUDED BEAD),65+/-1 DURO. J
21 1010 6 300 WS .Q-LON.190 X.375 HIGH 94 LAZING SILICONE,DOW 899 OR 983 H W C
22 08 66608M REINFORCEMENT,1.000 X 2.750 X 0.650,6061-T5 95 LASS,3/"LAMI-1/8"A,.90 PV ,3/16"HS Q
23 1140 78X112PSATS #6 X 1.500 PH SQ A T/S -'Ni-GLASS,318"LAMI-118"1-18_90 VB,3/18"HS a cU.
o
24 1048 71048 JAMB SCREW COVER CAP 97 LASS,7/18' LAMI-3/16'A..90 PV /1 'HS
25 930 41721/1 TRIKE PLATE INSERT 98 2LASS,7/1V'LA 1.3/16"HS,.90 PV8,3/16"HS W 0`
26 1118 710XO
34PFA #10X.760 PH.FL.SMS ® 99 GLASS, 13/16"LAMI IG-3/16"TP,1/4"AIRSPACE,1/8"HS,.90 PVB,3/16"HS Z O 0)
27 70 0 87070K BULB WEATHERSTRIP.187 X.300 HIGH 103 OFF-THE SHELF DEAD SOLT LOCK0
30 91 OD 6910 DOOR PANEL,TOP&BOTTOM RAIL W 2 Z
31 911 6911 DOOR PANEL,SIDE RAIL o V
32 917 7FRM0 HN EEXTRUSION U)
U) III
33 1178 71058FP W,B #10X.625 PH.FL.SMS •504 +{ Q .I � o
34 913A 60378M USS CLAMP � 360 D_ r N
35 1130 6TRODA 5/16-18 THREADED ROD .055�{t+� Q t��I it LL
36 990 7990NUTA 5/16-18 FLANGED HEX NUT Q d
37 914A 160379M WEATHERSTRIP CHANNEL OUTSWING THRESHOLD
38 V7P30GG
#8 X.75 PH.FL.TEK 3 CHANNEL COVER
39 997 GASKET(BETWEEN PANEL HEAD/SILL&PANEL STILES 6063-T6
40 1023 WSTP.,.167 X.250 HIGH,FINSEAL g
41 928 SLIDE OL ASSY.(INACTIVE PANEL ONLY) vvX33�
42 1145 AW #6 X.500 PH FL SMS TYPE BDS $
43 1212 SILL DUSTPLUG(INACTIVE PNL)
44 983B 6983 DOOR PANEL ASTRAGAL 1(OUTSWING) cZ i
45 9848 6984 DOOR PANEL ASTRAGAL 2(OUTSWING) 2.750-----1
I �f
46 1213 6Q200K WSTP.,Q-LON.190 X.200 HIGH I
47 929 74UBLOK LOCK SUPPORT ASSY.(41707&41708
48 1139 7634E #6 X.750 PH.FL.SMS • • • • • • ••• 1.000
49 982 D2PTAY
'f-PT.LOCK ASSY. • • •• • • • • `� * �7J'
50 6R180FS RUBBER SLEEVE • • • • • • •i •• ��:' 2�
• •• .650 .125 _ a'• J;n
51 930 41721 STRIKE PL.INSERT INACTIV ANE _ s =.n o'.
52 931 7FRSPX DEADBOLT STRIKE PLATE TUBE MULL z;'N m o:2- g
1118 710X34PFA #10 X.750 PH FL.SMS 22 6063-T5 =��• W m'.:2:-
53 : ; w
54 957 70957X HANDLE STRIKE PLATE • ••• • ••• • • •;� z GJ n
55 1118 710X34PFA 1#10 X.750 PH FL.SMS • • ••• • • : : 20S '' �(�`
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
-1.750 -1.750 -� -1.750 --1.750-. PRODUCTRENEWED
_ 1.620 complying with the Florida
1.4801 050 DuilJingCodc04
Acc?ptree No 11
.250� Imo- Mlm Date Fmduct Conlro
4.626 4.726 4.726 i 4.726 WEATHER
37 STRIP CHANNEL 04
.062 .062 3.000 050 6063-T5 Y
4.100 4,100 .062
4.000 .062 4.675
4.875 10.375 ! Q
4.100 ` O
Ll IT m�O
W - o
20 DOOJAMR FRAME, 2.125 .125 ' H g
DOOR PANEL DOOR PANEL 6063-T6 W
30 TOP&BOTTOM RAIL 31 SIDE RAIL DOOR PANEL DOOR PANEL v p 0
6063-T5 6083-T5 44 INTERIOR ASTRAGAL 45 EXTERIOR ASTRAGAL O HINGE (n LL
6063-T5 i 6063-T5 32 6083-T5 � O
1 500 1.578 F- n
3.655�� L1251 j -.558 F--.525 .890 + Q O
-3.111
.050 a O �
550 •750 683 •050 .683 p F-
uj
1.400 .050 050 { �- .172 pQ z Z
`. LU
TRUSS CLAMP 3/8"GLAZING BEAD 7/16"GLAZING BEAD 3.000 .683 .050 QFILLER O
6063-T6 6063-T5 ADAPTER 34 8083-T5 73 6063-T5 72 6063-T5 - a (n Il o
1 171092 -
6063-T6 I 0_
3.000-1I►. __ .3.100 L { 1.092 F� 8 ¢Q W Q 0
- >?
O 6 GLAZING BEAD
T -- 1.479 62 SL JAMB 74 6063-TS
t 6063-T6 �' O
a
1.2721.479
.830
050- L 5.459 .075- - 5.212
Qo 0
FRAME HEAD 6.085 c a
1 6063-T6 .075 a Z a
4.586
•• ••• • • • •• 2.980 �tltlilulii
050 - •• • •• 760 • •• 050- \\�
.079 1.489 •
.489 ••� • • •• a
3.100 - o:z0=��
I� 3.000
C1� � /\ SLJAMB ,ytipv 0 V k;'� -Zd
W
OUTSWING THRESHOLD •SI.HEADER •• ADAPTER Z a
-T6 60:3-:6 6063-T66063 ��� M63-1 • 0
N .
00 0
• • • 0:0•• • •
• • • • • • • • • •
••• • • • ••• •
HEADHEAD HEAD - 1 HEAD HEAD HEAD
ZONE'C; LONE"D'' I ZONE"D" I ZONE"E"__1 ZONE"D"ZONE"E"1
PRODUCTRP.NEWED
to complying with the Florida
Acceto Cudo 1t7 0 1�
Acceptaime No 1 L I
Data 17
x
=MINIMUM JAMB ANCHOR
LOCATION. N[huM Dodo Product Control
z X z z XX z z O z XO OR OX z
-=ADDITIONAL JAMB N p
N N r0.1 N w N ANCHOR LOCATION,
M � � � � ro EQUALLY SPACED AS 3 O U
REQUIRED PER TABLESQ
3-7 ON SHEET 9. �O O
-� LU $o
J
SILL SILL t SILL � I SILL SILL SILL 4 0 � Q O
ZONE"C' ZONE"D" ZONE"D" ® ZONE"E' ZONE"D" ZONE"E" _ -
SEE TABLE 3.,SHT.9 SEE TABLE 4.,SHT.9 SEE TABLE 5.,SHT.9 SEE TABLE 6.,SHT.9 U O •tl O
HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD EXAMPLE < cn ¢ 00
ZONE ZONE ZONE ZONE ZONE Q O
"E„ ZONE"F"� „E„ [-ZONE"D"ZONE"F"� „E„ „E„ ZONE"F"ZONE"F"� "E" ANCHORAGE SOLUTION w o w O w
FOR A CONCRETE ¢ LU = Az
OXXO INSTALLATION 0o 0 w
A.19'x 83 3/4"SIDE LITES"B"AND ty 0U.
O
00 m a m m "E"ZONE ANCHORS FROM d o _
L Z Z Z TABLE 7,SHEET 9. Q N Z J
w
N OXO o N XXO OR OXX O O OXXO o
m m m m m N PLUS; Q Q
m
B.713/4'x 83 3/4"XX DOOR ZONE
"F"ANCHORS FROM TABLE 4, ® cNm N '+
N
SHEET 9,EACH"F"ZONE. +
SEE ENCIRCLED VALUES,SHEET 9
SOLUTION: a
SILL * TOTALS(4)TYPE 1 OR 2 ANCHORS
SILL SILL ILL SILL EACH JAMB AND 2+5+5+2=(14)
ZONE }-- SILL ONEI SILL SILL I � I SILL � SILL
ZONE"F" ZONE"D" ZONE"F„ ZONE ZONE -ZONE"F" ZONE"F„ ZONE TYPE 1 OR 2 ANCHORS AT HEAD
E SEE TABLE 7.,SHT,9 E" SEE TABLE CPSW!� Ei• • E SEE TABLE 7,SHT.9 "E" AND AT SILL.
• • •• • • • • %AMPLE OF ANCHORAGE FOR A 71 3/4"x 83 3/4"'XX'DOOR, =ANCHOR LOCATION FOR
NOTES: •. •• WITH 19"x 83 3/4"SIDE LITES(SEE SOLUTION AT RIGHT) EXAMPLE ABOVE
w
•• ••• •• • • • •• �:' u 3td•U�;a
1.APPROVED ANCHOR TYPES ARE: 1.1/4"ELCO TAPCONS 2.1/4"ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3.#12 SCREWS =J:w o;2�a
2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(3"MIN.O.C.FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE.
JAMBS(ALL):13 1/4"MAX.FROM CORNERS AND 23 1/8"MAX.O.C. ••• • • • ••• • ap:� z
HEAD&SILL OF DOORS:6"MAX.FROM CORNERS,9"MAX.FROM•ASTIAGAL CIWT€RSIND 20 7l8"MAX.OC. y! � ��
HEAD&SILL OF SIDE LITE&6"MAX.FROM CORNERS AND 24•J/a'6NIAX•O.C. • • • • • ��i by* "" O� a
3.TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ArPOVEOMEN REFEf2 TOME APgROPRIAiE TABLES ON SHEET 9.
••• •
• • • • • • • • • •
••• • • • ••• •
TABLE 3.X DOORS ITABLE 4.XX DOORS TABLE 5.0 SIDE LITE Qo TABLE 6.XO&OX DD TABLE 7.OXO,XXO,OXX APPROVED ANCHOR TYPES:
(ALSO X DOOR OF XO&OX) &MID h1.1/4"ELCO TAPCONs PRODUCTRENEWBD
GLASS TYPES A,B,C,D.E GLASS TYPES A,B,C,D.E GLASS TYPES A,B,C,D,E GLASS TYPES- A.B.C,D,E GLASS TYPES A,B.C,D,E m complying with the Florida
ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE Building Code
2.1!4"ELCO SS4 CRETE-FLEX Acceptance No�2� ,�•
&SUBSTRATE 2,3,WOOD 1,2,CONC g SUBSTRATE 2,3,WOOD 1,2,CONC &SUBSTRATE 2,3,WOOD 1,2,CONC &SUBSTRATE 2,3,WOOD 1,2,CONC &SUBSTRATE 2,3,WOOD 1,2,CONC Ex, i Da '2
MASONRY ANCHORS \
DOOR WIDTHS LOADZONES DOOR WIDTHS LOADZONES WIDTHS LOADZONES DOOR WIDTHS LOADZONES DOOR WIDTH$ LOAD ZONES
'X'_25.5C � "XX •47.75 w w "O"-10.75 "X'-25.50 "X'-25.50 3.#12 SCREWS(G5) Mia i Dade Product Conor 1
TO 37.50 TO 71.75 TO 36.75 TO 37.50 TO 37.50 iL rl
Iy LL o us LL n W LL W w w iu . - w j u _ 4.ENCIRCLED ANCHOR
QUANTITIES IN TABLES 4 N
a r k r < {n yin Q ct m = m ro _J _J XX 47'75 AND 7 PERTAIN TO THE Y
m Wm
Ie m rmaa� LLnn Ln ¢ m n rn < TO 71.75m m
¢ ¢ - ¢t7 m 6 m d m 9 A m m a a m m 9 m EXAMPLE ANCHORAGE 3 O F_
' a LLI= a LLj= u�e a a a = = a SIDE ¢ _ a x SOLUTION ON SHEET 8. O Q
WIDTH x HR, X X x 3 X K X 3 WIDTH x HT. ¢ ' a' WIDTH x HT. O O O O WIDTH x Hf. 0 0 X X O O X X WIDTH x HT. 0 0 x O O X 1 0 W-I L6
25.50 x 79.75 5 2 7 4 2 3 47.75 x 79,75 4 3 6 4 2 3 10.75 x 79.75 4 1 4 1 10.75 x 79.75 4 2 4 2 10.75 x 79.75 4 2 4 2 EgEg E5B5 m O
83.75 5 2 7 4 213 83.75 5 4 7 4 2 3 83.75 4 1 4 1 83.75 4 2 4 2 83.75 4 2 4 2 d 8 W 0
87.75 5 2 7 4 2 3 87.75 6 4 7 4 2 3 87.75 4 1 4 1 87.75 4 2 W 4 2 w 87.75 4 2 O 4 2 o W W F_ `-
91.75 5 2 7 4 2 3 91.75 5 4 7 4 2 3 91.75 4 1 4 1 91.75 4 2 00 4 2 O 91.75 4 2 �3 4 2 W Z _J
95.75 6 2 7 4 2 3 95.75 5 4 7 4 2 3 95.75 4 1 4 1 95.75 4 2 4 2 W 95.75 4 2 4 2 p a p O
27.50 x 79.75 5 2 7 4 2 3 51.75 x 79.75 5 4 7 4 2 3 12.75 x 79.75 4 2 4 2 12.75 x 79.75 4 2 t4 4 2 tQ 12.75 x 79.75 4 2 4 2 p Q (n Iy
83.75 5 2 7 4 2 3 83.75 6 4 7 4 2 3 63.76 4 2 4 2 83.75 4 2 4 2 `4 83,75 4 2 4 2 VJ Q O
87.75 5 2 7 4 2 3 87.75 5 4 7 4 2 3 87.75 4 2 4 2 87.76 4 2 -I 4 2 M 87.75 4 2 m 4 2 m OJ
m m < Q
91.75 6 2 7 4 2 5 91.75 5 4 7 4 2 3 91.75 4 2 4 2 91.75 4 2 F 4 2 FQ- 91.75 4 2 4 2 0
95.76 8 2 7 4 2 5 95.75 8 4 7 4 3 6 95.75 4 2 4 2 95.75 4 2 4 2 96.75 4 2 4 2 F 0
29.50 x 79.75 5 2 8 4 2 3 55.75 x 79.75 5 4 7 4 2 3 19.00 x 79.75 4 2 4 2 19.00 x 79.75 4 3 W 4 2 W 19.00 x 79.75 4 3 LL 4 a W Z = Z
83.75 5 2 8 4 2 3 83.75 5 4 7 4 2 3 83.75 4 2 4 2 83.75 4 3 4 2 W u. 83.75 4 3 W 4 2 W Z
87.75 6 2 8 4 2 5 87.75 5 4 7 4 2 3 87.75 4 2 4 2 87.75 4 3 F 4 2 F 67.75 4 3 Q=Q 4 2 Q U' W
91.75 6 2 B 4 2 5 91.75 6 4 7 4 3 5 91.75 4 2 4 2 91.75 4 3 Q 4 2 Q 91.75 4 3 = 4 2 = Q' N O O
95.75 8 2 8 4 2 5 6 4 8 85.75 4 2 4 2 95.75 4 3 4 2 95.75 4 3 Q 4 2 a A 0 O S
31.50 x 79.75 5 2 8 4 2 3 59.75 79.7 5 5 8 4 2 3 21.75 x 79.75 4 2 4 2 21.75 x 79.75 4 3 a sa 4 2 Qo 21.75 x 79.75 4 3 4 2 Lu 8 a N U
83.75 6 2 8 4 2 5 5 5 8 83.75 4 2 4 2 83.75 4 3 W 4 2 W 83.75 4 3 W 4 2 x A Q Q
87.75 6 2 8 4 2 5 87.75 6 5 8 4 3 5 87.75 4 2 4 2 87.75 4 3 w 4 2 w 87.75 4 3 -4 4 2 a
91.75 6 2 8 4 2 5 91.75 6 5 8 4 3 5 91.75 5 2 4 2 91.75 5 3 Z
4 2 -=t 91.75 5 3 p 4 2 p N m
95.75 7 2 10 4 2 5 95.7 6 5 8 4 3 5 95.75 5 2 4 2 95.75 5 3 2 4 2 f 95.75 5 3 W 4 2 0 ® N N
33.50 x 79.75 6 3 8 4 3 3 63,75 x 78.75 5 5 8 4 2 3 27.75 x 79.75 5 2 4 2 27.75 x 79.75 5 3 N 4 2 N 27.75 x 79.75 5 3 m 4 2 m ?:"�_�„� `►
83.75 6 3 8 4 3 5 83.75 6 5 8 4 3 5 83.75 5 2 4 2 83.75 5 3 O 4 2 0 83.75 5 3 F 4 2 f 2SS C x le
87.75 6 3 8 4 3 5 87.76 6 5 8 4 3 5 87.75 5 2 4 2 87.75 5 3 Q 4 2 Q 87.76 5 3 g 4 2 f = �� ¢
U
91.75 7 3 101413 5 91.75 6 5 8 4 3 5 91.75 6 2 4 2 91.75 6 3 w 4 3 w 91.75 6 3 CC 4 3 LL a o
95.75 7 3 10 4 3 5 95.7 7 6 10 4 3 5 95.75 6 2 4 2 95.75 6 3 CMO 4 3 m 95.75 6 3 W 4 3 10 o= Gti
35.50 x 79.75 6 3 8 141.3 5 67.75 x 79.7 6 6 8 4 3 5 36.13 x 79.75 6 3 4 3 36.13 x 78.75 6 4 Ia' 4 3 38.13 x 79.7b 8 4 4 3 F
83.75 6 3 8 1413 5 83.75 6 5 8 4 3 5 83.75 6 3 4 3 83.75 6 4 p 4 3 83.75 6 4 2 4 3 =
W Q 6 1111111
87.75 6 3 8 4 3 5 87.75 6 5 8 4 3 6 • ••.7.. •• 87,75 7 5 w 4 3 LL 87.75 7 5 4 3
91.75 7 3 10 4 3 6 81.75 7 6 10 4 3 5 11.75 • •3 4• • 91.75 7 5 p 4 3 p 91.75 7 5 4 3 rc �` �c ��cJ
95.75 7 3 10 4 3 5 95.75 7 6 10 4 3 5 • 5. •3 4• 8 • 95.75 7 5 V 4 3 V 95.75 7 5 2 4 3 2 vQ '��= u
A:'-
8 , e
37.50 x 79.75 6 3 8 4 3 5 71.75 x 79.75 6 5 8 4 3 5• 36.7!t 19.75•a 4 36.75 x 79.75 6 4 Q 4 3 Q 36.75 x 79.75 6 4 = 4 3 Z - ,n 1- �'• Q-rc
m m .mow t0.Z-wl
83.75 6 3g1814 5 83.7 8 5 9 4 3 5 83.75 6 3 4 3 83.75 6 4 4 3 63.75 6 4 w 4 3 W _ i z � 4c _�87.75 7 3 5 87.75 6 5 9 4 3 5 87.75 7 3 4 3 87.75 7 5 4 3 87.75 7 5 7 4 3 m Y'•V o LL Cq- w91.75 7 3 5 91.75 7 6 10 4 3 • ••• 91.7 7 4 • •91.75 7 5 w w Z 0 'y 4 3 y 91.75 7 5 4 395.75 7 3 5 95.75 7 6 10141 3 5 • 95.7 •7• 3• 4 • •95.75 7 5 4 3 95.751 7 1 5 1 1413 Ory '• ` a
so
••• • • • ••• to ,11j 11111111\\\\
•s• to • • • ••• • •
••• • • • ••• •
2X WOOD 1 3/4"y _1 3/4"
2X WOO
1 3 4'
BUCK,NOTE 2- 3.4 KSI MIN.CONIC. h MIN E.D. I iAiN E.D.I BUCK,NOTE 2 3.4 KSI M%CONC. '-MI� E 0 f' —1-1 3/4"MIN.E.D.j
1 X WOOD BUCK,NOTE 2-_ '
1 FRODUCr RENEWED
3/8"TYPE 1
• :~•• ,� 1 3/8"TYPE 1 t, i as complying with the Florid®
13/8" K,
XWOOOD �' �.'`•y ( %'A'"�'' ;t.' 1314"TYPE2 Building Code
�� Y.:.'• ':'7a::.' 1314"TYPE2 — — 3 IN r�
MIN. i sti::';' o 0 1 /8"M a —.a Q Accept
�G��J�/ .Q
E ti Da • 1
—
SHI1/4"M
MAX. 1/4"MAX.
SHIM —114"MAX. �1/4"MAX. SHIM Miamt Dade Product Contra
WOOD EXT. SHIM SHIM
ANCHOR CONC. EXT. CONC.
EXT. WOOD EXT.
TYPE 2 OR 3, ANCHOR, ANCHOR ANCHOR, CV p
NOTE 1 NOTE 1 TYPE 2 OR 3, NOTE 1 co
DOOR HEAD(WOOD) DOOR HEAD CONC 1 1/a"TYPE 1(C 2(CMU) NOTE 1 o v
(CONC) 1 3/8"TYPE 1(GONG) O. 0 Qa
1 3/8" SIDE LITE HEAD(WOOD) SIDE LITE HEAD(CONC) 0
MIN. 1/4"MAX. y� 13/4"TYPE 2(GONG) O
1/4"MAX.SHIM -+1 1 1/4"TYPE 1 OR 2(CMU) — C
SHIM 1/4"MAX.SHIM 1/4"MAX.SHIM
1 3f8"TYPE 1(GONG) f/j o
�••''.Q 3/4"MIN.E.D. H 1 3/8"MIN. st'•,..;:,•,, 1 3/4"TYPE 2(CONC) W `-
WOOD ;•:.!'.• 13 4"
h '-
ANCHOR CONC.
�;,.. MIN.E.D. J
ON CONC .' •'•" ANCHOR, lL
'!;.' NOTE 1
STAGGERED
ANCHOR !' '•t!. 1.5 KSI MIN.CMU OR 2 LL
ON �. WOOD 3.4 KSI MIN.CONC. 1" O
TYPE STAGGERED —� O ,>'•:f w'f
2 OR 3, CENTERS, •? O ANCHOR, 1 3/4"MIN.E.D. C/)
co
NOTE 1 NOTE 1 -:1 3/4"MIN,E.D. TYPE i•';:i: I (� I O
IN 2OR3, Z
2X WOOD 1X WOOD BUCK, 2X WOOD EXT. NOTE 1 j Q W p H
EXT. 1.5 KSI MIN.CMU OR t'
BUCK,NOTE 2 NOTE 2 BUCK,NOTE 2 1X WOOD BUCK,NOTE 2 V EXT. = W p = Z
3.4 KSI MIN.CONIC.
DOORJAMB(WOOD) DOOR JAMB(CONC) SIDE LITE JAMB(WOOD) SIDE LITE JAMB(CONC) p = uJ z
WOOD ANCHOR TYPE 2 CONIC.ANCHOR, Z U w
OR 3,NOTE 1 NOTE 1 O
WOOD ANCHOR,TYPE 2 OR 3 NOTE 1 CONC.ANCHOR,NOTE 1 1X WOOD a � O .-
EXT. V BUCK,NOTE 2 EXT. a p Z p
EXT. EXT. NOTE 3 Q N U Q LL
1/4"MAX. 1/4"MAX. 1/4"MAX. Z -j
SHIM � 1 SHIM 114"MAX. ,� Q Q �Q
SHIM
13/8"TYPE
3/8"MIN. '.::. 1 3 IN Lk�l
,' ,� 134"TYPE 2 o /8"M a'. ;;..;'•';. g' a
+.. ""'' r.•r,.•-q 3/8"TYPE 1
,J 1 314" -- 3.4 KSI MIN. ;'1 i.t. j 3/4"TYPE 2 13 x
:: '.:,::. Z,jg..
2X WOOD BUCK,NOTE 2 -MIN.E.D. 3.4 KSI MIN.CONIC. CONIC. ,; : :,, .; ;.•: ''' +.. _
2X WOOD BUCK,NOTE 2 1 3/4" �- 4
DOOR SILL(WOOD) DOOR SILL(CONC) SIDE LITE SILL(WOOD) MIN./4'E.D. o a
SIDE LITE SILL(CONC)
NOTES:
1.FOR CONCRETE
RETE-FLEX EMBEDDED 1T3//4NS IN 4"MIN.(TYPE 2). DE COUNTY,THE MINIMUMSDISTAM�FROKPCDGR 1 OF APER TP:EPMO
EDGE S EMBEDDED 3 4". FOR WOOD INSTALLATIONS USESS4
#12 SCREWS,G5(TYPE 3)OR ELCO 1/4"SS4 CRETE-FLEX ANCHORS MBE D)4 "WN.4TNPf t). ��Q ,•' •, 2� W
2.WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2"THICK. 1x WOOD BUCK6 ARE�QQPIIQAAL,F ONI=69INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS s'•,
DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER. INSTALLATION TO"E SCII.&fr EOF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE
AUTHORITY HAVING JURISDICTION(AHJ). - :z �e o' Z
3.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK,NON-METALLIC GROUT(3400 PSI MIN.),(DONE BY OTHERS) - v o m iv.,�O' 5 u
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MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT ISf10TJ"T TOJHE SomfRATEAT TgAIJSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS � y•,• .: Uj\ �
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