RC-13-2367Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 210207 Permit Number: RC -10 -13 -2367
Scheduled Inspection Date: April 03, 2014 Permit Type: Residential Construction
Inspector: Rodriguez, Jorge Inspection Type: Final Building
Owner: FLOYD GONZALES, ROBER IRWIN Work Classification: Alteration
Job Address: 68 NE 91 Street
Miami Shores. FL 33138-
Project: <NONE>
Contractor: ANN CREST CONSTRUCTION INC
Phone Number
Parcel Number 1131010200020
Phone: (305)986 -8981
tsunaing uepartment comments
EXISTING OPENING TO GARAGE TO BE CLOSER Infractio Passed Comments
INSPECTOR COMMENTS False
April 02, 2014 For Inspections please call: (305)762 -4949 Page 22 of 32
Inspector Comments
Passed
Failed
Correction
Needed ❑
Re- Inspection ❑
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
April 02, 2014 For Inspections please call: (305)762 -4949 Page 22 of 32
PERMIT # a, , •-
CONTRACTOR:
SUBMITTAL DATE: I "'+, r I
ADDRESS: ��L--
NAME: �q0lv2jN-LfiLZ
RESUBMITAL DATES:
PROD CT T PE:
��99
�J �� f� �� T3 (L V�
// EIRE
ST UCTR #L�� ��
FEES
ELECTRICAL
HRSIDERM
PLUMBING
NOC
MECHANICAL
L ���►
r
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
IN
PERMIT APPLICATION
Permit Type: BUILDING
L 182013
FBC 20 ( 0
Permit No.
Master Permit No. 1ZC_-X3
ROOFING
JOB ADDRESS: y Ni Jt
City: Miami Shores County: Miami Dade Zip: L
Folio/Parcel #: 117 3 % D 1 -' 02-0 -002 -0
Is the Building Historically Designated: Yes
NO r Flood Zone:
OWNER: Name (Fee Simple Titleholder): 1 Ld�� �dhiZ� Phone#: 505) M2 VIO
Address:- Gv a /J Q
City: M I 19MI
TenantlUssee Name:
Email:
CONTRACTlllO,,,R: Company Name:
Address: , 5w
City:
Qualifier Name:
State:
0
CvNArA*W,s
Fil, Zip:
3
51
State Certification or Re istrration #: GQC-Zi C) 5 So" Certificate of Competency #: --
Contact Phone#: (30-1) �n � V -Email 'A'dddr "ess . ^7 h(i/'Y Ist� � yq� • Cym
DESIGNER: Architect/Engineer: tf � Jam' OnTrYt,l� �� Phonek
Value of Work for this Permit: $ 5395.00 Square/Linear Footage of Work:
Type of Work: OAddition
Description of Work:,
ONew
Color thru tile: '
Submittal Fee $ R') Permit Fee $ CCF $ CO /CC $
Scanning Fee $
Radon Fee $
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
DBPR $ Bond $
Technology Fee $
TOTAL FEE NOW DUE $
�'a
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
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 ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature Signature 94.01veNv
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this 14&
day of , 20 1-5, by , IZ-1
who is personally know► to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign: MLY Pu
Print: o* MY COMMISSION I OD 995475
un ,
My Commission Exp' IS: P ". OF F-w- ao�ed Tiw eud� Not�y S ees
APPROVED BY
The foregoing instrument was acknowledged before me this
day of , 20 a, by CACVO ,
who is personally known to me or who has produced
as identification and who did take an oath.
'LVt ans Examiner
Structural Review
(Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 110/2009)(Revised 3/15/09)
NOTARY
Sign:
MW=" wnavmric
Print: My COMM00100 75
M Commission �, ca EXPIRES: June 25, 2414
My '�aat� BapkdThrn�+rs
Zoning
Clerk
i
f
AMERICAN 50UTH DESIGN, INC.
architecture -en ineering- planning
ph.(305) 2GG -3986 Lic.No. AA20000741
new door at existing opening for
mr. Floyd Gonzales's residence
G9 NE 91 st. 5T., Miami Shores, I^L. 33138
13/4" MIN, 13/4" MIN.
M1 I h
I " X WOOD BUCK
1/44 MAX.
SHIM
TYPICAL HEAD DETAIL
n. .s.
1 3/4'
EXISTING CONCRETE
I ° X WOOD BUCK AT PERIMETER OF OPENING
1 /4" MAX.
SHIM m
DOOR FRAME
.Q
4
TYPICAL 1/ 4" ELCO TAPCONS
@ (JAMBS) 13" MAX. FROM CORNERS AND
23" MAX. O/C
@ (HEAD) G" MAX. FROM CORNERS AND
2 I " MAX. O /C.
TYPICAL JAMB DETAIL
n..s.
NOTES:
A- I " X WOOD BUCK ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY
TO SOLID CONCRETE.
B- COMPLY WITH SPECIFICATIONS SHOWN AT NOTICE OF ACCEPTANCE
(N.O.A. No. 12-051 G.02), AND MANUFACTURE'S DIE DRAWINGS PROVIDED
(ATTACHED).
MIAMI•DADE MIAMI DADS COUNTY, FLORIDA
t PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONUIENT 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) Lvwv mlamldade.wyZdevelopment/
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 ylght 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 Zane.
DESCRIPTION: Series I i D 101" Outswing Aluminum French Door w/ wo Sidelites -- L.M.I.
APPROVAL DOCUMENT: Drawing No. 11005 -1, titled Series "Alum. French Door & Sidelites,
Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08114/12, prepared by
manufacture, signed mud sealed by Lynn Miller, P. E., bearing the Miami —Dade County Product Control.
Section renewal stamp with the Notice of Acceptance number and expiration date by the Miami --Dade
County Product Control Section.
AUSSME IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the matnxfacturces 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 ofNOA.
ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA No. 11-1013.22 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.
�i NOA No. 12-0516.02
Expiration Date: October 18, 2017
Approval Date: August 30, 2012
'OS Pagel
'C�4c oIc��l�(io�t►'11�i ®ui�
Vsua3 C"t`wA C ) or,,
�/«
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. 11005-4, titled Series "Alum. French Door & Sidelites, Impact", sheets
l .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.
(Subrrtiffed carder previous NOA No. 07- 062910)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC -2007
and FBC-201 0, prepared by manufacture, dated 10/11/11, signed and sealed by Lynn
Miller, P. E.
(Submiffed under previous NOA No. 07- 0629.10)
2. Glazing complies with ASTM 81300--02/ 04
D. QUALITY ASSURANCE
1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs
(PERA).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Butacite® PVB Interlayer" dated 09 /08/11, expiring on 12111/16.
2. Notice of Acceptance No. 11-0325.05 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
Product Control Section Supervisor
NOA No. 12-0516.02
Expiration Date: October 18, 2017
Approval Date: August 30, 2012
E -1
i
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance and complying with FBC 2010, issued by
manufacture, dated 05/14112, 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. FT"864, 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 POT 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.
E--3
Jaime D. Gaston, P.
Product Control Section Supervisor
NOA No. 12-0516.02
Expiration Date: October 18, 2017
Approval Date: August 30, 2012
NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE
1. GLAZING OPTIONS:
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
PLUS (1) LITE OF 3116" HEAT STRENGTHENED GLASS.
B. 3/8' LAM[ NOM. 4402' CONSISTING OF (1) LITE OF 1/8' HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLE)UKEEPSAFE
MAXIMUM PLUS (1) LITE OF 3116° HEAT STRENGTHENED GLASS.
C 77116"_LAMI NOM:: CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLOUKEEPSAFE MAXIMUM
-PL-(l-YCffE= - 16" HEAT STRENGTHENED GLASS.
D. 7/16° LAMI NOM. (.4651) CONSISTING OF (1) LITE OF 3/16' HEAT STRENGTHENED GLASS PLUS AN .090 PVB [NTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE
MAXIMUM PLUS (1) LITE OF 316" HEAT STRENGTHENED GLASS.
0 E. 13/16" LAMI IG NOM (.840r) CONSISTING OF (1) LITE OF 3/16° TEMPERED GLASS, 1/4' AIRSPACE, (1) LITE OF 1/8' HEAT STRENGTHENED GLASS PLUS AN .090 PVB
INTERLAYER OF DUPONT BUTACITE PLUS (1) LITE OF 316° HEAT STRENGTHENED GLASS.
2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2.
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -04.
® B. POSITIVE DESIGN LOADS BASED ON WATERTEST PRESSURE AND GLASS TABLES ASTM E 1300 -04.
3. CONFIGURATIONS: X, O, X_X XO, OX XXO, OXJX OXO, AND OXXO.
4. ANCHORAGE: THE 331/3% 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 MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE
REQUIREMENTS SEE SHEETS 8 THROUGH 10.
5. SHUTTERS ARE NOT REQUIRED.
6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT.
7. REFERENCES:
QTEST REPORTS FTL -4964, 5212 & 6864; ELCO ULTRACON NOA: 11.0406.01,12-0126.09, ANSI/AF&PA NDS -2006 FOR WOOD CONSTRUCTION AND ADM 2005 ALUMINUM
DESIGN MANUAL
NOA DRAWING MAP
TOPIC SHEET
GENERAL NOTES............
1
CONFIGURATIONS .... ».....1
GLAZING DETAILS...........
1
DESIGN PRESSURES. —
2
ELEVATIONS ... » ............
3
VERT. SECTIONS............
4
HORIZ. SECTIONS ...... »...
5
PARTS LIST.....................
6
EXTRUSIONS .............. »...
6.7
ANCHORAGE ............. »....
8-10
S. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY
HURRICANE ZONE (HVHZ). GLASS ABBREVIATIONS
9. CONFIGURATIONS WHICH CONTAIN ASIDE LITE TO DOOR CONNECTION: AN =ANNEALED
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
TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT.
L
CV
co
r F—
O c
O �
LLl ~
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J
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gcc z °o
C7 U) 0
0QQ� �
¢Z Z � Z
Q N LL
}— S`
A z�
C)
0
0
LL
O
1�-
1 Z
gg �
73 112" GLASS BITE 73 112" GLASS BITE 74 10 GLASS BITE
OR EXTERIOR
�r 94 a 9A a �q tcoa
1/8 "AN.OR 3 /16"AN.OR °Z z
HS. GLASS HS. GLASS 1/4" AIRSPACE 316' HS.
316' HS. 316" TP. GLASS
.090 PVB INTERLAYER GLASS .090 PVB INTERLAYER GLASS GLASS t t t I t t r r
(DUPONT (DUPONT BUTACITE OR 118"HS.GLASS .���``i<..•• ��M /��,�
SAFLEXIKEEEXlKEfPSAFE 090 PVB INTERLAYER , • 2 N
MAXIMUM) MAXIMUM) ( DUPONT BUTACITE) `' e� •, a
318" NOM. 7l16' NOM. 13/16" NOM.
GLASS STACK GLASS STACK GLASS
a•
STACK - d OZI O
318" LAMI NOM. /96" LAMI10 13/16" LAMI 1G NOM. CJ
�yti.9 z
GLAZING OPTION A OR B, NOTE 1 AZ TON`iti_ GLAZING OPTION E, NOTE 1
- - -
TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS Qo
APPROVED CONFIGURATIONS: X, XK, O, OX, X0, OXO, XXO, 0)0(& OXXO
(FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS)
REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS
DOORS WITH GLASS TYPES A, B. C. D OR E
X WIDTH XX WIDTH 68 - 79 314" 1 70 - 83 314" 1 87 3/4" 1 913/4' 1 8° - 95 314"
3° 371016P 71314° +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0
0 WIDTH SINGLE SIDE LITES WITH GLASS TYPE A
27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0
361/8" +75.0 275.0 +75.0 7 +64.2 -64.2
36 3/4" +75.0 0 +74.9 +63.1 -63.1
O WIDTH SINGLE SIDE UTES WITH GLASS TYPES B, C, D OR E
36 3/4" +75.0 -75.01+7U] -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0
TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR/ SIDE LITES ONLY A
APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, OXX& OXXO
(THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.)
REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION
GLASS TYPES A, B, C, D OR E
HEIGHT
X WIDTH
XX WIDTH
68 - 79 3/,V
7° - 83 314"
87 3/4"
91 3/,V
8° - 95 31,V"
2° 251&'
4° 47 3X'
+58.6
-W.61+156.4
®E.13/16° LAMI IG (311(° TP,1 /4' AIRSPACE,1 /8° HS, .090 PVB, 3/16" HS)
-55A
+524
1 -52.4
+49.8
-49.8
+47.4
-47.4
27li2"
513/4".
+54.9
-64.91+51.8
MAX OX/XO WIDTH = 731/2°
+49.01-0.0
+46.5
-46.5
+44.3
-44.3
291/2°
55 3/4"
+51.7
-51.7
+48.8
MAX. )XO /OXX WIDTH =107 3/4°
+46.1
-46.1
+43.8
-43.8
+41.6
-41.6
28 311/2'
S° 59 3/4'
+49.0
-49.0
+462
r-43.1
+43.6
-43.6
+41.4
-41A
+39.3
-39.3
28 33112"
a 63 3/4"
+43.1
-43.1
+43,1
W
+41.5
-41.5
+39.3
-39.3
+37.3
-37.3
351/2"
67 3/4"
+38.1
-38.1
+38.1
0
+38.1
-38.1
+37.5
-37.5
+35.8
-35.6
3° 371/2'
6° 713/4'
+34.0
-34.0
+34.0
+34.0
-34.0
+34.01-34.0
+34.0
-34.0
30' WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE UTES
DESIGN PRESSURE = +67.61 PSF
OWIDTHI
GLASS
TYPES A, B, C, D OR E
10 34"
+75.0
-75.01+75.0
Q
-75.0
+75.01-75.0
U
+75.0
75.0
+75.0
-75.0
123/44
+75.0
-75.0
+75.0
-75.0
+75.0
-75.0
+75.0
-75.0
+75.0
-75.0
SINGLE
19"
+72.4
-724
+68.5
-68.5
+65.0
-65.0
+61.9
-61.9
+59.0
-59.0
SIDE LITE
213/4"
+64.5
-64.5
+61.0
-61.0
+57.8
-57.8
+55.0
-55.0
+52.4
-52.4
m
RI
27 314"
+52.9
-52.9
+49.9
-49.9
+472
47.2
+44.7
-44.7
+42.6
42.6
361/8"
+35.2
-352
+35.2
-35.2
+35.2
-352
+35.2
-35.2
+34.4
-34.4
a
g�
363/4'
+34.0
-34.0
+34,0
-34.0
+34.0
-34.0
+34,0
-34.0
+34.0
-34.0
NOTES:
PRODUCERE14r`r -
"..0
1. GLASS TYPES:
�c m a
B tw.md a
ull pccepianaeN" ��-° (7•�
A. 318" LAMI (118" A-090 PVB, 3(16" HS)
SxpLetivo�
B. 318" LAMI (118" kiS,.090.1?VB, 3H (r HS).
` "1iS
�
�jVB, 311 &
cdeP�ae"at
D. 7/16" LAMI 3/ 8' HS, .090 PVBTB)
®E.13/16° LAMI IG (311(° TP,1 /4' AIRSPACE,1 /8° HS, .090 PVB, 3/16" HS)
?-COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2.
N
MAX OX/XO WIDTH = 731/2°
co
MAX. OXO WIDTH = 109112'
MAX. )XO /OXX WIDTH =107 3/4°
0
O
a<
MAX. OXXO WIDTH =143 34°
6
3. SINGLE DOORS 33 6/8' WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8"
( z
WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE
LU
W
FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE.
J
4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY,
LU
0
0
5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES:
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EX. A FROM TABLE 1.
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OXO WITH GLASS TYPE A
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30' WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE UTES
DESIGN PRESSURE = +67.61 PSF
Q
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-67.6
Q
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EX. B FROM TABLE 1.
0
Q
OXXOWITH GLASS TYPE A
D-
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68" WIDE x 86° HIGH DOUBLE DOOR WITH 36 1/2" SIDE LITES
DESIGN PRESSURE = +70.41 -70.4 PSF
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EX C FROM TABLE 2
W
J
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OXO WITH GLASS TYPE C
Q
Q
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30" WIDE x 87 314" HIGH SINGLE DOOR WITH 26" SIDE LITES
DESIGN PRESSURE - +43.61 -43.8 PSF
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EX. D FROM TABLE 2.
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OXXO WITH GLASS TYPE C
20 d X
63 314" WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE LITES�
�y
DESIGN PRESSURE _ +43.11-43.1 PSF
6. FOR COMBINED DOOR AND SIDE UTES FROM TABLE 1, WHICH
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REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE
CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT
DETAIL.
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2X WOOD 1314* 13/4°
BUCK, NOTE 21 3.4 KSI MIN. CONC. —, MIN EJ7. S IN P- )
WOOD
ANCHOR
TYPE 2 OR 3.
NOTE I
DOOR AD •11
11'r MAX SHIM MIN.
WOOD
\�
ANCHOR y
2X WOOD 3.4 KSI MIN. CONC.
BUCK, NOTE 2 1 1X WOOD BUCK, NOTE 2
1 318" TYPE 1
134° TYPE 2
114" MAX.
EXT, vl SHIM
CONC. EXT.
ANCHOR KI
NOTE 1
1114- TYPE I OR (CMU)
- ) 1 318 "TYPE1 (GONG) SIDE LITE HEAD V
114" MAX, 13/4" TYPE 2 (CONC)
SHIM 114" MAX. SHIM
i
314° MW. E.D. N.
1.D. 318" MI
CONC.
`'� ANCHO
1 W.
X1/4" MAX,
SHIM
WOOD
ANCHOR
TYPE 2 OR 3,
NOTE 1
�-� 1i 4" �� —� -13/4° MIN. E.D. 1
1 3/8" TYPE 1
1 314" TYPE 2
114° MAX.
SHIM
EXT. CONC.
ANCHOR,
NOTE 1
ID) SIDE LITE HEAD (CONC)
114" MAX SHIM 1 1/4" TYPE 1 OR 2 (CMU)
1 318" TYPE 1 (GONG)
st .�: i • 1 314" TYPE 2 (CONC)
N. E.D.
rSl' ay; A
STAGGERED NOTE1
ANCHOR , °••: ,+ r
CENTERS, -S f'' `� )� !•.
ON .°:.t• WOOD 1.8 KSI MIN. CMU OR
TYPE STAGGERED %:;y;::<• 3.4 KSI MIN. CONC.
20113, :;.;� ANCHOR +:•:
CENTERS, ;•..>,• •.1314 °MIN E.D.
NOTE 1 NO• E 1 i ^" 1 314" MIN. E.D. TYPE 1•
`.::;•. 1 12 TE1
2X WOOD EXT 1X WOOD BUCK —L 2X WOOD EXT- NOTE 1 �i: ;•.
BUCK NOTE 2 NOTE 2 7 5 KSI MIN. CMU OR
KSI MIN. CONC. BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 c EXT.
3.4
DOOR JAMB (WOOD) _ _ = SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC)
-' - WOOD ANCHOR TYPE 2 CONC. ANCHOR,
WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 "OR 3, NOTE 1 NOTE 1
CONC. ANCHOR NOTE 1 1X WOOD
EXT. EXT. NOTE 3 EXT BUCK, NOTE 2'
SHIM MAX /4° MAX. 1/4° MAX. 114 MAX
SHIM SHIM
U 318 °MIN. 1318 "TYPE 1
13/4 ° TYPE 2 1 3/8 � MIN �"
's ' ;r. • r. "' �':,% %•.9318" TYPE 1
3AKSIMW. ":r•; °w..: ;•:33/4 "TYPE2
134" CONC. •;ti; : :.: •.
2X WOOD BUCK NOTE 2 IN. E.D. 3.4 KSI MIN. CONC. 4" ;,• . -
DOOR SILL (WOOD) DOOR SILL CONC � WOOD BUCK, NOTE 2 t-�- N. E. -�
,Yr ) (CONC) SIDE LITE SILL (WOOD) MW. E.D.
NOTES: SIDE LITE SILL (CONC)
1. 4OR CONCRETE INSTALLATIONS IN MIAMI -DADS COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 318° MIN. (TYPE 1) OR 114° SS4
RETE -FLEX EMBEDDED 1 314° MIN, (TYPE 2). THE MINIMUM DISTANCE FROM.CENTER OF ANCHOR TO CONCRETE EDGE IS 13/4'. FOR WOOD INSTALLATIONS USE
#12 SCREWS, Gb (TYPE 3) OR ELCO 114" S84 CRETE -FLEX ANCHORS EMBEDDED 1 318° MIN. (TYPE 2 }.
2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 11/21 THICK. = Ti3SOLjD CO . WOOD BUCKS
DEPICTED AS 2x ARE 1 112" THICK OR GREATER. INSTALLATION TO THE SUBST�O NGINEE ED BY OTHERS OR AS APPROVED BY THE
AUTHORITY HAVING JURISDICTION (AHJ).
3.1F SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NONSHRINK, NON - METALLIC GROUT (3400 PSI MIN. (DONE BY OTHERS)
MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE IF SUBSTRATE IS
WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION.
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38 3/4° _ i__aFF I.inTF a t
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—36 314" MAY SEE NOTE 3 ^r— M X4°
SEE NOTE 4 -� OXXO 41 "—SEE NOTE4
—71 3/4" MAX. 36314
MAX.
24 9116" MAX. 33 51W MAX.
DLO (TYP) B DLO (TYP.) G
49 41 IG
95 314°
9 03 MAX.
(TYP•)
84 �tr
MAX.
DLO
(TYP.) DOOR
DLO HEIGHT = HEIGHT 413/8'
DLO WIDTH W =DOOR WIDTH -1215!18°
C F� F DLO WIDTH'XX' = DOOR WIDTHM -115116"
\AC. IINAC O SIDE LITE
-- DLO HEIGHT = HEIGHT - 113/8"
DLO WIDTH =WIDTH-3118"
OTES.' A � 41 B O
1. R ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10.
OR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5.
3- IDE LITES OVERLAP 7C AND XX' DOORS BY 3/4° WHEN ASSEMBLED TO MAKE %0', 'OX', 'OXO" XXO', 'OXX AND 'OXXO' CONFIGURATIONS.
4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2).
6. CLEAR OPENING FOR WAND"" DOORS AS FOLLOWS: (W DOORS =WIDTH-5.646) ('XX DOOR= DOOR WIDTW2. 4.079)
4"
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—71 3/4" MAX. 36314
MAX.
24 9116" MAX. 33 51W MAX.
DLO (TYP) B DLO (TYP.) G
49 41 IG
95 314°
9 03 MAX.
(TYP•)
84 �tr
MAX.
DLO
(TYP.) DOOR
DLO HEIGHT = HEIGHT 413/8'
DLO WIDTH W =DOOR WIDTH -1215!18°
C F� F DLO WIDTH'XX' = DOOR WIDTHM -115116"
\AC. IINAC O SIDE LITE
-- DLO HEIGHT = HEIGHT - 113/8"
DLO WIDTH =WIDTH-3118"
OTES.' A � 41 B O
1. R ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10.
OR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5.
3- IDE LITES OVERLAP 7C AND XX' DOORS BY 3/4° WHEN ASSEMBLED TO MAKE %0', 'OX', 'OXO" XXO', 'OXX AND 'OXXO' CONFIGURATIONS.
4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2).
6. CLEAR OPENING FOR WAND"" DOORS AS FOLLOWS: (W DOORS =WIDTH-5.646) ('XX DOOR= DOOR WIDTW2. 4.079)
4"
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SL SECT. F -F
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HORIZ. (DOOR W/ SIDE LITE)
HORIZ. (SINGLE SIDE LITE)
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ITEM
DWG # IPGT#
PGT#
DESCRIPTION
1
943B 160411
8920D
FRAME HEAD
2
1010 16Q300
6921
WSTP.,Q -LON .190 X.376 HIGH
3
7070 167070K
60381
BULB WEATHERSTRIP.187X.300 HIGH
4
955 179M
781PQA
HBOLT STRIKEPLATE
5
938 1793ex
7998
2 PT. LOCK STRIKEPLATE
6
956 179I36A
7999
FRAME HEAD STRIKEPLATE BACKING PLATE
7 1
IT8'3-2XI2FPXP
61641M
#832 X.600 PH. FL MS - S.S. W/SILICONE PATCH
8 1996
Q
70995
GASKET (BETWEEN THRESHOLD & FRAME JAMB)
9 1996
170095
712663K
GASKET (BETWEEN HEAD & FRAME JAMB)
10 1952A
16533015
71267K
FILLER HEAD ADAPTER
11
11000
611000M
OUTSWING THRESHOLD
12
1670
671670
WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#32011)
13
11004A
611004M
OUTSWING THRESHOLD CHANNEL COVER
14
11001A
411001A
ACETAL SPACER .066 (INHOUSE INJECTION MOLDED)
16
11002A
411002A
ACETAL SPACER .095 (INHOUSE INJECTION MOLDED)
16
11003A
411003A
ACETAL SPACER .140 QNHOUSE INJECTION MOLDED)
20
19160
100380
FRAME JAMB ( OUTSWING)
%X.376HIGH
21
1010
6Q300
WSTP.,Q- LON
22
16MB
1555uam
REINFORCEMENT, 1.000 X2.760 X 0.650, 6061 TS
23
1140
78X112PSATS
#8 X 1.500 PH S A T7S
24
1048
71048
JAMB SCREW COVER CAP
26
930
41721N
STRIKE PLATE INSERT
26
1118
710X34PFA
#10 X.780 PH. FL. SMS
27
7070
67070K
BULB WEATHERSIW.187 X.300 HIGH
30
910D
8810
DOOR PANEL, TOP & BOTTOM RAIL
31
911E
6911
DOOR PANEL, SIDE RAIL
32
1917
17FR 0
HINGE EXTRUSION
33
1178
71058FP W,B
#10X.626 PH. FL SMS
34
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60378M
TRUSS CLAMP
35
1130
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6116 -18 THREADED ROD
36
990
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5116.18 FLANGED HEX NUT
37
914A
WEATHERSTRIP CHANNEL
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#8X.76 PH. FL TEK
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GASKET (BETWEEN PANEL HEAD /SILL & PANEL STILES)
40
1023
M7P30GG
WSTP., .187 X.260 HIGH, FINSEAL
41
928
SLIDE BOLTASSY. (INACTIVE PANEL ONLY)
42
1146
#6 X.600 PH FL SMS TYPE BDS
43
1212
SILL DUST PLUG (INACTIVE PNQ
44
9836
16983
D OOR PANEL ASTRAGAL 1 ( OUTSWING)
46
9848
16984
DOOR PANEL ASTRAGAL 2 (OUTSWING)
46
1213
16MOK
WSTP.,Q -LON .190 X.200 HIGH
47
929
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LOCK SUPPORT ABBY. (41707 & 41708
48
1138
17634.F
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49
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50
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RUBBER SLEEVE
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52
931
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DEADBOLT STRIKE PLATE
53
1118
710Xi4PFA
#10 X.760 PH FL SMS
54
957
70957X
HANDLE STRIKE PLATE
65
1118
710X34PFA
#10 X.750 PH FL SMS
A
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ITEM
DWG#
PGT#
DESCRIPTION
60
920D
8920D
SIDELITE HEADER
61
921D
6921
SIDELITE SILL
62
91613
60381
SIDELITE JAMB
63
1165
781PQA
#8X1.000 QUAD PN. SMS
64
998
7998
HEAD GASKETS (STOCKINLo 70898
65
889
7999
SILL GASKETS (STOCKING #70998)
66
934A
61641M
SIDELITE JAMB ADAPTER
67
Q
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#12 X 1.000 SHEET METAL SCREW
70
712663K
SETTBNG BLOCK, 3132° X 114" X V W /PSA, 86 +/-5 DURO.
71
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71267K
SETTING BLOCK, 1116° X 1/2° X 1° W/PSA, 85 +/-5 DURO.
72
4222A
64222
BEAD, 7/16"
73
988
6988
BEAD, 318"
74
40678
64067
BEAD, 13116° IG
90
ODURAK14
1/4 DURASEAL IG SPACER
81
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92
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64986
BEAD, INTERIOR
93
1224
SW247
BULB, THICK (USED W EXTRUDED BEAD), 65 +1 -1 DURO.
94
GLAZING
SILICONE, DOW 899 OR 983
95
GLASS, 318" LAMI -118" A, .90 PVB, 3116° HS
96
GLASS, 3/8° LAW -118° HS, .90 PVB, 3116" HS
-8T
GLASS, 7116" LAMI - 3118° A..90 PVB, 3116" HS
98
GLASS, 7118" LAMI-311V HS, .90 PVB, 3119' HS
98
GLASS, 13/16' LAMI IG - 3H6° TP, 114° AIRSPACE, •US° HS, .90 PVB, 3116° HS
103
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.489 I
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11 OUrSWING THRESHOLD
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4.675
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6063 -T5
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3 318" GLAZING BEAD
8083 -T5
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4.726
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4.675
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45 EXTERIOR ASTRAGAL
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I- -.525
.683 050
T-11f
72 7116" GLAZING BEAD
6063 -T5
6Q SL HEADER
6063 -TB
61 SL SILL
6063 -T6
1.4801
3.000 •050
2Q DOOR FRAME,
JAMB
6063 -T6
1.678
--� .890
.050
3.000
62 SLJAMB
6083•T6
830
2.980
.050
SL JAMB
F)B ADAPTER
6083 -T6
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.250 -►-I I +
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STRIP CHANNEL
6063-T5
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SEE TABLE 7. SHT. 9
EXAMPLE OF ANCHORAGE FOR A 71 34"x 83 314" 9OC DOOR.
WITH 19"x 83 314" SIDE LITES (SEE SOLUTION AT RIGHIT
NOTES:
I.-APPROVED ANCHOR TYPES ARE: APOO 1 G 4 ILEX tti9ASONRY Afi(CHOFtS 3.#12 SCREWS
2ANCHOR QUANTITIES ARE BASED O PACtR AS FOLLOIM1+S ( �M(N O C FflR CO[4CRETE�-SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE.
BS aaL4"_MA*. FROM CORNERS AND 231)8" MAX. O.C.
8 -51 OF DOORS,'8" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX O.C.
- H &SILL F SIDE LI ES: 8" MAX FROM CORNERS AND 24 314" MAX O.C.
3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9.
A
x = MINIMUM JAMB ANCHOR
LOCATION.
- = ADDITIONAL JAMB
ANCHOR LOCATION,
EQUALLY SPACED AS
REQUIRED PER TABLES
3-7 ON SHEET S.
EXAMPLE
ANCHORAGE SOLUTION
FOR A CONCRETE
OXXO INSTALLATION
A. 19"x 83 314" SIDE LITES "B" AND
"E" ZONE ANCHORS FROM _
TABLE 7, SHEET 9.
PLUS;
B. 71 We x 83 We XX DOOR ZONE
F" ANCHORS FROM TABLE 4,
SHEET 9, EACH "F" ZONE.
SEE ENCIRCLED VALUES, SHEET 9
SOLUTION:
TOTALS (4) TYPE 1 OR 2 ANCHORS
EACH JAMB AND 2+5+8+2 - (14)
TYPE 1 OR 2 ANCHORS AT HEAD
AND AT SILL.
0 = ANCHOR LOCATION FOR
EXAMPLE ABOVE A
D
O i
a
O
U
Z
Lo
gU
VO
tV
Q N
L
F � t�
Q
Q. r
Uj o
z 00 LL
J �
w o
0 P'
O W O
Q D
O
W n z
x
W U
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o �N � R
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HEAD H
HEAD
o X
XX w
w
N N
rZ NE HEAD _- i �I
ZONE F" le
� gp
ui
N OXO o
m N
`sd
}- ZONE -}-- *�"n L -•--i ZONE -
" ZONE "F"
E" SEE TABLE 7„ SHT. 9 "El
SILL ZONE D " ZONE D "�
SEE TABLE 4.. SHT. 9
HEAD
ZONE "E"
In
lu s ° s
SILL
A ZONE "E"
SEE TABLE 8, SHT. 9
HEAD HEAD HEAD HEAD ' HE
I -7nm;: "n " - -7nm= "=. — +- ZONE-i
Q m
w z
N .XXO OR OXX o
m N
ZONE D "ZONE F SILL
SEE TABLE 7, SHT.
ZO ED "__�ZONE"E"�
go
z <?X�O OX z
N N
SILL SILL ZONE D"�ZONE "I?
SEE TABLE 8., SHT. 9
AD HEAD HEAD
ZONE ZONE °F 'ZONE "F"�?E
wl w
N OXXO o
m ,N„
} ZONE- }— ZON SILL_ " SILL ONE
Q "E" E
SEE TABLE 7. SHT. 9
EXAMPLE OF ANCHORAGE FOR A 71 34"x 83 314" 9OC DOOR.
WITH 19"x 83 314" SIDE LITES (SEE SOLUTION AT RIGHIT
NOTES:
I.-APPROVED ANCHOR TYPES ARE: APOO 1 G 4 ILEX tti9ASONRY Afi(CHOFtS 3.#12 SCREWS
2ANCHOR QUANTITIES ARE BASED O PACtR AS FOLLOIM1+S ( �M(N O C FflR CO[4CRETE�-SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE.
BS aaL4"_MA*. FROM CORNERS AND 231)8" MAX. O.C.
8 -51 OF DOORS,'8" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX O.C.
- H &SILL F SIDE LI ES: 8" MAX FROM CORNERS AND 24 314" MAX O.C.
3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9.
A
x = MINIMUM JAMB ANCHOR
LOCATION.
- = ADDITIONAL JAMB
ANCHOR LOCATION,
EQUALLY SPACED AS
REQUIRED PER TABLES
3-7 ON SHEET S.
EXAMPLE
ANCHORAGE SOLUTION
FOR A CONCRETE
OXXO INSTALLATION
A. 19"x 83 314" SIDE LITES "B" AND
"E" ZONE ANCHORS FROM _
TABLE 7, SHEET 9.
PLUS;
B. 71 We x 83 We XX DOOR ZONE
F" ANCHORS FROM TABLE 4,
SHEET 9, EACH "F" ZONE.
SEE ENCIRCLED VALUES, SHEET 9
SOLUTION:
TOTALS (4) TYPE 1 OR 2 ANCHORS
EACH JAMB AND 2+5+8+2 - (14)
TYPE 1 OR 2 ANCHORS AT HEAD
AND AT SILL.
0 = ANCHOR LOCATION FOR
EXAMPLE ABOVE A
D
O i
a
O
U
Z
Lo
gU
VO
tV
Q N
L
F � t�
Q
Q. r
Uj o
z 00 LL
J �
w o
0 P'
O W O
Q D
O
W n z
x
W U
O w o
o �N � R
�9
I�
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fe
w
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............
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ZONE ZONE °F 'ZONE "F"�?E
wl w
N OXXO o
m ,N„
} ZONE- }— ZON SILL_ " SILL ONE
Q "E" E
SEE TABLE 7. SHT. 9
EXAMPLE OF ANCHORAGE FOR A 71 34"x 83 314" 9OC DOOR.
WITH 19"x 83 314" SIDE LITES (SEE SOLUTION AT RIGHIT
NOTES:
I.-APPROVED ANCHOR TYPES ARE: APOO 1 G 4 ILEX tti9ASONRY Afi(CHOFtS 3.#12 SCREWS
2ANCHOR QUANTITIES ARE BASED O PACtR AS FOLLOIM1+S ( �M(N O C FflR CO[4CRETE�-SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE.
BS aaL4"_MA*. FROM CORNERS AND 231)8" MAX. O.C.
8 -51 OF DOORS,'8" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX O.C.
- H &SILL F SIDE LI ES: 8" MAX FROM CORNERS AND 24 314" MAX O.C.
3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9.
A
x = MINIMUM JAMB ANCHOR
LOCATION.
- = ADDITIONAL JAMB
ANCHOR LOCATION,
EQUALLY SPACED AS
REQUIRED PER TABLES
3-7 ON SHEET S.
EXAMPLE
ANCHORAGE SOLUTION
FOR A CONCRETE
OXXO INSTALLATION
A. 19"x 83 314" SIDE LITES "B" AND
"E" ZONE ANCHORS FROM _
TABLE 7, SHEET 9.
PLUS;
B. 71 We x 83 We XX DOOR ZONE
F" ANCHORS FROM TABLE 4,
SHEET 9, EACH "F" ZONE.
SEE ENCIRCLED VALUES, SHEET 9
SOLUTION:
TOTALS (4) TYPE 1 OR 2 ANCHORS
EACH JAMB AND 2+5+8+2 - (14)
TYPE 1 OR 2 ANCHORS AT HEAD
AND AT SILL.
0 = ANCHOR LOCATION FOR
EXAMPLE ABOVE A
D
O i
a
O
U
Z
Lo
gU
VO
tV
Q N
L
F � t�
Q
Q. r
Uj o
z 00 LL
J �
w o
0 P'
O W O
Q D
O
W n z
x
W U
O w o
o �N � R
�9
I�
o� z1
fe
w
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............
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Q "E" E
SEE TABLE 7. SHT. 9
EXAMPLE OF ANCHORAGE FOR A 71 34"x 83 314" 9OC DOOR.
WITH 19"x 83 314" SIDE LITES (SEE SOLUTION AT RIGHIT
NOTES:
I.-APPROVED ANCHOR TYPES ARE: APOO 1 G 4 ILEX tti9ASONRY Afi(CHOFtS 3.#12 SCREWS
2ANCHOR QUANTITIES ARE BASED O PACtR AS FOLLOIM1+S ( �M(N O C FflR CO[4CRETE�-SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE.
BS aaL4"_MA*. FROM CORNERS AND 231)8" MAX. O.C.
8 -51 OF DOORS,'8" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX O.C.
- H &SILL F SIDE LI ES: 8" MAX FROM CORNERS AND 24 314" MAX O.C.
3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9.
A
x = MINIMUM JAMB ANCHOR
LOCATION.
- = ADDITIONAL JAMB
ANCHOR LOCATION,
EQUALLY SPACED AS
REQUIRED PER TABLES
3-7 ON SHEET S.
EXAMPLE
ANCHORAGE SOLUTION
FOR A CONCRETE
OXXO INSTALLATION
A. 19"x 83 314" SIDE LITES "B" AND
"E" ZONE ANCHORS FROM _
TABLE 7, SHEET 9.
PLUS;
B. 71 We x 83 We XX DOOR ZONE
F" ANCHORS FROM TABLE 4,
SHEET 9, EACH "F" ZONE.
SEE ENCIRCLED VALUES, SHEET 9
SOLUTION:
TOTALS (4) TYPE 1 OR 2 ANCHORS
EACH JAMB AND 2+5+8+2 - (14)
TYPE 1 OR 2 ANCHORS AT HEAD
AND AT SILL.
0 = ANCHOR LOCATION FOR
EXAMPLE ABOVE A
D
O i
a
O
U
Z
Lo
gU
VO
tV
Q N
L
F � t�
Q
Q. r
Uj o
z 00 LL
J �
w o
0 P'
O W O
Q D
O
W n z
x
W U
O w o
o �N � R
�9
I�
o� z1
fe
w
� � .
oy• Cj S
............
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