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,.:.` USlR:Public User Product ApprovalRECEIVED
Product Approval Menu>ProduR or Application Search>Application Lister lrppllcation 11 APR 0 3 2018
FL# FL16708-R8
Application Type Revision ST. Lucie County, Permitting
Code Version 2017
Application Status Approved
Comments
Archived FILE Copy
Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls,OR 97601
(800)535-3936
fbcl@jeld-wen.com
Authorized Signature Jason Kantola
fbcl@jeld-wen.com
Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls,OR 97601
(800)535-3936
customerserviceagents@jeld-wen.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Hermes F. Norero,P.E.
the Evaluation Report
Florida License PE-73778
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Locke Bowden P.E.
i[` Validation Checklist-Hardcopy Received
Certificate of Independence FL16708 R8 COI COI JW SS 2015-04-27.pd
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL16708 R8 Eauiv ASTM E84 Eouivalencv Letter SS 2017-08-31 odf
Sections from the Code
https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8ob1%2f Zm6TudW... 4/3/2018
Florida Building Code Online Page 2 of 3
Product Approval Method Method 1 Option D
Date Submitted 10/02/2017
Date Validated 12/12/2017
Date Pending FBC Approval 12/18/2017
Date Approved 02/13/2018
Summary of Products
FL# Model,Number or Name Description
16708.1 A Design Pro/Smooth Pro/Studio Single(X)Impact Opaque Door 3-0 x 6-8 and 3-0 x 8-0
Fiberglass Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R8 II A010871A X.OPO SS 2017-02-09.odf
Approved for use outside HVHZ:Yes Verified By:Hermes F. Norero,P.E. 73778
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: FL16708 R8 AE PER4663.1 SS 2017-11-17.odf
Created by Independent Third Party:Yes
16708.2 B Design Pro/Smooth Pro Single(X)Impact Glazed Door 3-0 x 6-8 and 3-0 x 8-0
Fiberglass Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R8 II A010872A X.GLZ SS 2016-08-26.odf
Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E. 73778
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: FL16708 R8 AE PER4438.1 SS 2017-11-17.odf
Created by Independent Third Party: Yes
16708.3 C Design Pro/Smooth Pro/Studio Double(XX)Impact Opaque Door 6-0 x 6-8 and 6-0 x 8-0
Fiberglass Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R8 II A010873A XX.OPO 55 2017-02-09.odf
Approved for use outside HVHZ:Yes Verified By:Hermes F. Norero,P.E. 73778
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: FL16708 R8 AE PER4664.1 SS 2017-11-17.odF
Created by Independent Third Party: Yes
16708.4 D Design Pro/Smooth Pro Double(XX)Impact Glazed Door 6-0 x 6-8 and 6-0 x 8-0
Fiberglass Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R8 II A010874A XX GLZ SS 2016-08-26 odf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero,P.E. 73778
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: FL16708 R8 AE PER4440 1 SS 2017-11-17.01'
Created by Independent Third Party: Yes
16708.5 E Design Pro/Smooth Pro/Studio Single with sidelite(s)(X,O/ON O,X,O)Impact Opaque
Fiberglass Door 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R8 II A010875A OXO OX OPQ SS 2017-02-
Approved for use outside HVHZ:Yes 09.odf
Impact Resistant:Yes Verified By: Hermes F.Norero,P.E. 73778
Design Pressure: N/A Created by Independent Third Party: Yes
Other: Evaluation Reports
FL16708 R8 AE PER4665 1 SS 2017-11-17 odf
Created by Independent Third Party: Yes
16708.6 F Design Pro/Smooth Pro Single with sidelite(s)(X,O/O,X/O,X,O)Impact Glazed Door
Fiberglass 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R8 II A010876A OXO OX GLZ SS 2016-08-
Approved for use outside HVHZ:Yes 26.odf
Impact Resistant:Yes Verified By: Hermes F. Norero,P.E. 73778
Design Pressure: N/A Created by Independent Third Party: Yes
Other: Evaluation Reports
FL16708 R8 AE PER4442 1 SS 2017-11-17 Ddf
Created by Independent Third Party: Yes
https:Hfloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQWtDqu8obl%2fZm6TudW... 4/3/2018
Florida Building Code Online Page 3 of 3
16708.7 G Design Pro/Smooth Pro/Studio Double with sidelite(s)(XX,O/O,XX/O,XX,O)Impact
Fiberglass Opaque Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and
Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R8 II AQ 10877A OXXO,OXX OPO SS 2017-02-
Approved for use outside HVHZ:Yes 09.odf
Impact Resistant:Yes Verified By:Hermes F.Norero,P.E. 73778
Design Pressure: N/A Created by Independent Third Party: Yes
Other: Evaluation Reports
FL16708 R8 AE PER4666.1 SS 2017-11-17.Ddf
Created by Independent Third Party: Yes
16708.8 H Design Pro/Smooth Pro Double with sidelite(s)(XX,O/O,XX/O,XX,O)Impact Glazed
Fiberglass Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R8 II A010878A OXXO,OXX GLZ SS 2016-08-
Approved for use outside HVHZ:Yes 26.Ddf
Impact Resistant:Yes Verified By:Hermes F.Norero,P.E. 73778
Design Pressure: N/A Created by Independent Third Party: Yes
Other: Evaluation Reports
FL16708 R8 AE PER4444.1 SS 2017-11-17.pdf
Created by Independent Third Party: Yes
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850487-1824
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Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850,487.1395.-Pursuant to
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Product Approval Accq ts:
Credit Card
Safe
https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl`/o2flZm6Tud W... 4/3/2018
PREPARED BY:
JEL]BrWEN BUILDING1(kDROPS,INC.
WINDOWS & D 0 0 R S JAS E.—ANUCH11M,SIF.M
OMI.seACK FE]sans
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FAY:1954I)NA7ia
WEB:www.OuYNryN•q.c•m
DESIGN PRO/SMOOTH PRO/STUDIO 371/2"MAX. o
IMPACT APPROVED O.A.WIDTH $
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FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 371/2"MAX. 5 a o g
O.A.WIDTH ® 2> W-J
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GENERAL NOTES: ® O Q Z Z "'S
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA
BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: \ s Z ¢ � Z Zso
• TAS 201-94 00 U'- O tl J Q
• TAS 202-94 \ w Z .. = 1 S LSJ w.*
• TAS 203-94 = .J Lys
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zclW2. ADEQUACY OF THE E%ISTING STRUCTURAL CONCRETE/MASONRY OR ZX FRAMING AS A MAIN WIND FORCE i) e p Ch
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RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE Z LLe ACTIVE a se ACTIVE _ awFOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 3- � 3 INSTALLATION. 3 4O 2 0 d �)
O-
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3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR f
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED REMARKS BYJ DATE
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS
DOCUMENT. LA AddADA sill,Mut0-PointEocE GE 3/14
4. APPROVED IMPACT PROTECTIVE SYSTEM 15 NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPAR m f RESISTANCE. <1)(4)(I s a 9 3 a s a 7 a 9
4 4 4 4 4 4 4 4 4 44 4
S. 6-PANEL DOOR SHOWN FOR ILLUSTRATION-PURPOSES.ADDITIONAL PANEL CONFIGURATIONS AND FLUSH Cil TYP.ELEVATION 1 (Z TYP.ELEVATION 2
DOORS ARE QUALIFIED. va-sons NDrrrt rr pppR Aso sNus NOTEE MMOOUEED IN WNOLE 011 rMT
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6.
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NOTE: AFCO H497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF.
REMAINING SILLS NOT RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION REQUIRES THAT ``\ ES F. O
PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY .. •����'
OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH+OH HEIGHT IS 21.0
NOTE: •7 �•O
DOORS SHOWN ABOVE MAY BE LEFT
OR RIGHT HAND OPERATING DOORS. = -to T T Q'
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ABLE OF CONTENTS
wE asr.of•annroMaas ea.>n>.
SHEET REVISION SHEET DESCRIPTION 1gdally signed by Hermes F Norero.P E
eason.I am approving this document
1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES ate.2017.02.09 15.24.09-05'00'
2 A TYPICAL ANCHOR LAYOUTS AND NOTES DATE: 02.05.14
3 A OPTIONAL 2%BUCK ANCHORING DETAILS AND QUALIFIED SKIN PATTERNS DWG. Y: K. Y:
MAX'OVERALL DESIGN PRESSURE(PSF) G L J M SS MSS
4 A VERTICAL ASSEMBLIES NOMINAL SIZE MISSILE
5 A HORIZONTAL ASSEMBLIES CONFIGURATION INSWING OUTSWING RAPING RATING SCALE: NTS
5 A WOOD SUBSTRATES WIDTH HEIGHT POS. NEG. POS. NEG. DWG.11:AO10871A
7 A CONCRETE SUBSTRATES % 3'-0" 6'-8" 65• 65 65• 6S LMI&SMI SHEET: CIF 8
8 A COMPONENTS&BILL OF MATERIALS % 3'-0" B'-0" 50• 50 50• 50 UMI&SMI
'SEE GENERAL NOTE 6,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS.
PREPARED By
INSTALLATION NOTES:
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
BUILDING DROPS,INC.
2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE
age a DABEACH BLVD,ne.9ae
SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE
DANIAIA BfAC",it SBWS
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.
rAa.19sfl1
u aau
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO 37 1/2"MAX. wnomfaoc=,om
STUCCO,FOAM,BRICK VENEER,AND SIDING. ACI
A.WIDTH to
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF LU
CORROSION RESISTANT MATERIAL TVP' p
OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR O
MANUFACTURER'S INSTALLATION INSTRUCTIONS.5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR Za1<C] LLJOINTS. EDGE DISTANCE 15 MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE CL pSHELL OF BLOCK.6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK p¢CONCRETE/MASONRY CONSTRUCTION. LEE
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE a OC zB. COWINGP-MINIMUS: zA.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. L?B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 P51, U
C. GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH 3 < o QOF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 QPSI. 0 `n D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH UOF 2000 PSI. CL
H8. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR
LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. REMARKS BY DATE
9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM Add ADA$111,Multi allot Euct GL /23/1
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
A2 A2
TYP.ANCHOR LAYOUT
ANCHOR TABLE
61"DOORS 8'0"DOORSII—ID AND
ANCHOR MIN. MIN.EDGEN\SS n7j7
ANCHOR TYPE SIZE SUBSTRATE EMBEDMENT DISTANCE MAX.O.C. MAX.O.C. `�S S F 7##'
SPACING AT SPACING AT �.
JAMBS JAMBS
NOTE: ��.••••\,• •'1,�0
NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY. z
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2X WOOD BUCK
WOOD SCREW #10 1-1/2" 3/4" 17-1/2" 17-1/4" _
OR FRAMING
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ITW TAPCON 3/16' CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 17.1/4"
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ELCO ULTRACON 1/4" CONCRETE/CMU 1-1/4"-CMU 1" 17-1/2" 17-1/4" �i IDAN ��G��`;
,.
ITW TAPCON 3/16' CONCRETE/CMU 1-1/4" 1" 30" 14-3/8"
B2 2-09 X 2 1/2"PFH
SCREWS DATE: 02.05.14
DETAIL 02 ZZ 23 DWG. V: CHK. Y:
2-#9 X 2 1/2'PFH TYR.HOPPE G L TJ M SS MSS
PFH SCREWS MULTI-POINT SHOOT BOLT
PLATE LOCATION SCALE: NTS
(RH PLATE SHOWN) DWG.#:A010871A
DETAIL B2 D2
TVP.HOPPE 1-BOTTOM SHOOT SHEET: OF 8
MULTI-POINT SHOOT BOLT BOLT PLATE
PLATE LOCATION HOPPE#2098911
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BUILDING DROPS,INC.
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QUALIFIEDSKIN PATTERNS Ada Qualified Skin Pattern, LS 1721,16
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2%WOOD BUCK INSTALL. 2
2X WOOD BUCK MIN.EDGE MIN.CENTER
ANCHOR PER BUCK ANCHOR TABLE ANCHOR TYPE ANCHOR SUBSTRATE MIN' DIST.TO TO CENTER
SIZE EMBEDMENT SUBSTRATE DISTANCE MAX.O.C. MAX.O.C.
SPACING AT SPACING AT
2X WOOD BUCK INSTALL. 2X WOOD BUCK INSTALL. IAMBS JAMBS
c.Oss scMON siDt nsw ITW TAPCON 1/4" CONCRETE/CMU 1-1/4" 2-1/2" 4" 25" 30-1/4" ,1
ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8 CONIC. 1" 4" 25" 30.1/4" DATE: 02.05.14
1-1/4 -CMU DWG. Y: CHK. Y:
NOTES: G Llf j M SK.QY:
1. 2X BUCK IS NOT FOR INSTALLATION AT SILL. mss
SCALE: NTS
2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG.#:AC10871A
SHEET: OF 8
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DWG. V: CHK. Y:
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4 OUTSWING 4 OUTSWING DWG.N:A010871A
OPTIONAL AFCO A-117 OPTIONAL ENDURA ZOBIA565F SHEET: OF 8
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PREPARED BY:
HINGESCHEDULE H INGE DETAIL AT JAMB: 1(k
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EXTERUSE 3/4"LENGTH FOR 6'-8"DOORS
USE 1"LENGTH FOR 8'-0"DOORS W
5LOCK JAMB HINGE JAMB F
OUTSWING SHOWN•INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR REMARKS BY1 DATE
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9-#9 X 13/4-PFH 3•#8X2"PFH 13.#8 X 13/8"PFH(6'-8-UNITS)
W HARDWARE 15-#8%13/B"PFH 8'-0"UNITS)
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20
21 1-REINFORCEMENT PLATE
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EXTERIOR EXTERIOR ���`!`� �•p''�i
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® ROCKWELL MULTI-POINT LOCK JAMB HOPPE MULTI-POINT LOCK JAMB HOPPE MULTI-POINT LOCK DATE: 02.05.14
5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY DWG. Y: CHK. Y:
GL JM SS MSS
SCALE: NTS
DWG.#:A010871A
SHEET: OF 8
5
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2X WOOD BUCK U
BUILDING DROPS,INC.
3M E.DANA 9EA[N 3WD.,SM 3M
MIN. 0 N wRu 9EAt>t,n33WE
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SEE TABLE SHEET 2 < SEE TABLE ON SHEET 2 FAS:195.174A739
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SILICONE
2X WOOD BUCK p S
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d f H MAX. 2X WOOD BUCK b y Q
WOOD ANCHOR SHIM ¢ F
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SEE TABLE SHEET 2 h Q
HEAD (TYPICAL) JAMB (TYPICAL) OPERABLE SILL a o Z=
0 W
6 OUTSWING SHOWN-INSWING SIMILAR6 OUTSWING SHOWN-INSWING SIMILAR 6 INSWING-NO ANCHOR REQUIRED Q
ENDURA ZAIL4565F
O
SIUCONE a
SILICONEF ~�
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REMARKS BY DATE
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2X WOOD BUCK
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2X WOOD BUCK 2X WOOD BUCK f��� 2X WOOD BUCK
DATE: 02.05.14
DWG. Y: CHK. Y:
OPERABLE SILL OPERABLE SILL 4(Y\ OPERABLE ADA SILL GL JM I SS MSS
6 OUTSWING-NO ANCHOR REQUIRED 6 OUTSWING-NO ANCHOR REQUIRED 6 INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS
AFCO A-117 ENDURA ZOBL456SF ENDURA HCI5000 DWG.K:AO10871A
SHEET: Of 8
OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
PREPARED BY:
MIN. n SX WOOD BUCK
lk
EDGE DIST. (OPTIONAL)
SEE TABLE SHEET2 _I
BUILDING DROPS,INC.
399 E.DAMN lE 9LVD.,M.339RETE ANCHOR oNA 9Ela.aSEE TABLE ON SHEET 2WCONCRETE/MASONRY
BY OTHERS CONCRETE/MASONRYBY OTHERS h r-oiX WOOD BUCK(OPTIONAL) C jQv0.25" IL
2 C d ,siE ui SHMMAX
I—CONCRETE ANCHORSEE TABLE ON SHEET 2 CONCRETE/MASONRY BY OTHERS O Q m m g
MIN.EMBED. H C M
SEE TABLE SHEET 2 a.
x
HEAD (TYPICAL) � JAMB (TYPICAL) 3 OPERABLE SILL z L w°
OUTSWINGSHOWN-INSWINGSIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 INSWING-NO ANCHOR REQUIRED O U. °
ENDURAZAILAS65F O Ouk
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d d. d d REMARKS BY DATE
d d Add ADA sill,Muk:FPolnt Io°k GL 3/1
CONCRETE/ CONCRETE/ CONCRETE/
MASONRY MASONRY MASONRY
BY OTHERS BY OTHERS BY OTHERS
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�4 OPERABLE SILL OPERABLE SILL7�OPERABLE SILL T. NI"'
7 OUTSWING-NO ANCHOR REQUIRED 7 INSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED
AFCO J-2297 AFCO A-276/P-2000 AFCO H-497
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CECONCRETE/ CONCRETE/ CONCRETE/
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MASONRY MASONRY MASONRY
BY OTHERS BY OTHERS BY OTHERS
OPERABLE SILL [� OPERABLE SILL OPERABLE SILL DATE: 02.05.14
7 OUTSWING-NO ANCHOR REQUIRED7 OUTSWING-NO ANCHOR REQUIRED 7 LJTSWING/INSWING-NO ANCHOR REQUIRED DWG. Y: CHK. V:
AFCO A-117 ENDURA ZOOL4565F ENDURA HC15000 ADA G L 1 M SS MSS
SCALE: NTS
DWG.B:A010871A
SHEET: OF 8
E>OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
PREPARED BY:
BILL OF MATERIALS 20 ROCKWELL MULT-POINT LOCK 21 HOPPE MULT-POINT LOCK
ITEM# DESCRIPTION MATERIAL W/SILL SHOOT BOLT PLATE#2098911 k
FINGER-JOINTED PINE �LLL-DRI�JJII
p BUILDING DROPS,INC.
SOLID PINE
1 FRAME HEAD/JAMBS Q ese t..wRu etAtN nw.,srz.».
LAMINATEDVENEER
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LUMBER O FAR:(I.1—M
COMPOSITE wce:w...wnawe�os.s�
2 (NOT USED) B
3 (NOT USED) 1j cc >
4 ENDURA ZAIL4565F THRESHOLD - p in F id p
5 AFCO J-2297 THRESHOLD - j 0
6 AFCO A-276/P-2000 THRESHOLD - C O
6
7 AFCO H-097 THRESHOLD - O O 0® O-'k
J m Y
O®O
8 AFCO A-117 THRESHOLD - O � Z a�
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9 ENDURA ZORL4565F THRESHOLD - O
O ° ^^ HANDLE K Z °
10 ENDURA HCISODO ADA THRESHOLD - O um ° Y4 HEIGHT V Zp N w�
CD
11 WEATHERSTRIP URETHANE FOAM& O G =m ® 0 Z
POLYETHYLENE �, O ° ^' O IACD D w s
12 NON-COMPRESSION SHIM(0.25"MAK.THK.) COMPOSITE °
HANDLE n 6
13 (NOTUSED) _ HEIGHT a 0. w
14 (NOT USED) - C]c O
15 #10 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL o ° U F U
O ° m 0
16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL REMARKS BY DATE
17 BUTT HINGE(SEE SCHEDULE SHEET 5) STEEL aP a ADA SIB,Multi-Point Irick GL 3/1
u
18 KWIKSET LOCK SERIES 400 STEEL m O g
19 KWIKSET DEADBOLT SERIES 780 STEEL `3
O u
ROCKWELL MULTI-POINT TONGUE LATCH#73228768 6.8 UNITuiosHw wmr srwowiaorwriaEsw rMr
20 STEEL ,`g, wm�wrwrsmx cohssm a.u.sttwa overs.we
ROCKWELL MULTI-POINT TONGUE LATCH#73228780 8-0 UNIT unMmws,womoxs,Mwcw�� pmxu
B0.63" wu°xosrornsoaass •rs µ
21 HOPPE MULI-POINT HARDWARE HLS9000 STEEL
Z2 HOPPE MUU-POINT HEAD SHOOT BOLT PLATE LH#8764091 STEEL pL I
23 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH#8783923 STEEL o y��`�ZU •"•• '•�'Ao��'
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7
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OFRAME HEAD/JAMBS O ENDURA ZAIL4565F O AFCO J-2297 O AFCO A-276/P-2000 22 HEAD SHOOT BOLT PLATE(LH) ���'�.Ft,C'`•``�
VARIES,SEE BOM AT LEFT THRESHOLD THRESHOLD THRESHOLD ars.
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I--4.563" 4.56"-�-{ f�—5.62" 4.57"--{ 1.75" DATE: 02.05.14
DWG. Y: CHK. V:
O AFCO H-497 THRESHOLD O AFCO A-117 THRESHOLD O ENDURA ZOBL4565F 10 ENDURA HC15000 ADA 23 HEAD SHOOT BOLT PLATE(RH) GL JM SS MSS
THRESHOLD THRESHOLD SCALE: NTS
DWG.#:A010871A
SHEET: OF8
R
4.62"--{
�411 0 5.00" 1.75" V